HomeMy WebLinkAboutElizabeth Field Airport Electrical Vault Rehab Fedl� Package f
9 FedB 8120 8838 2220 0200 slrth,
i ® Treckm !. ,Form - a"E±aq „e r,�' "p"".;;
Neville, Elizabeth
From: Neville, Elizabeth
Sent: Monday, June 10, 2019 11:29 AM
To: Burke,John; Doherty,Jill; Doroski, Bonnie; Duffy, Bill; Ghosio, Bob; Hagan, Damon;
James Dinizio; Standish, Lauren; Louisa Evans; Neville, Elizabeth; Noncarrow, Denis;
Rudder, Lynda; Russell, Scott; Silleck, Mary;Tbmaszewski, Michelle;William Ruland
Subject: FW: 0138 Elizabeth Field Airport:Airfield Vault Rehabilitation Project
Attachments: Recommendation of Award_0138 Airfield Vault Rehabilitation.pdf
FYI
Elizabeth A. Neville, MMC
Southold Town Clerk,Registrar of Vital Statistics
Records Management Officer;FOIL Officer
Marriage Officer
PO Box 1179
Southold,NY 11971
Tel.631765-1800,Ext.228
Fax 631765-6145
Cell 631466-6064
From: Tom Horth [mailto:thorthQd)cscos.com]
Sent: Sunday, June 09, 2019 1:46 PM
To: Gordon Murphy; Geb Cook
Cc: Neville, Elizabeth; usman.noor@faa.gov; Tracey Marks
Subject: 0138 Elizabeth Field Airport: Airfield Vault Rehabilitation Project
Elizabeth Field Airport(068);Airfield Electrical Vault Rehabilitation Project
FAA AIP No. 3-36-0029-022-2018
NYSDOT No.0913.23
Attached please find the recommendation of award package for the subject project. Please contact me with any
questions.
Regards,
Tom
Thomas J. Horth, P.E.
Principal Engineer
° C&S Companies
thorth@cscos.com office:(315)455-2000 1 direct:(315)703-4244 cell:(315)413-9574
499 Col. Eileen Collins Blvd.,Syracuse, NY 13212
Build your career at C&S! I www.cscos.com I Facebook I Twitter I Linkedin
1
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Neville, Elizabeth
From: Tom Horth <thorth@cscos.com>
Sent: Sunday,June 09, 2019 1:46 PM
To: Gordon Murphy; Geb Cook
Cc: Neville, Elizabeth; usman.noor@faa.gov;Tracey Marks
Subject: 0138 Elizabeth Field Airport:Airfield Vault Rehabilitation Project
Attachments: Recommendation of Award_0138 Airfield Vault Rehabilitation.pdf
Elizabeth Field Airport (068); Airfield Electrical Vault Rehabilitation Project
FAA AIP No.3-36-0029-022-2018
NYSDCT No.0913.23
Attached please find the recommendation of award package for the subject project. Please contact me with any
questions.
Regards,
Tom
Thomas J. Horth, P.E.
Principal Engineer
° C&S Companies
thorth@cscos.com I office:(315)455-2000 1 direct:(315)703-4244 cell:(315)413-9574
499 Col. Eileen Collins Blvd.,Syracuse, NY 13212
Build your career at C&S! I www.cscos.com I Facebook I Twitter I Linkedin
CONFIDENTIALITY NOTICE:This e-mail,including any attachment(s)to it,is intended for the exclusive use of the addressee(s)and
may contain proprietary,confidential,or privileged information.If you are not the intended recipient,you are hereby notified that
any use,disclosure,copying,distribution,or taking of any action in reliance on this information is strictly prohibited.If you have
received this e-mail in error,please notify the sender immediately by e-mail and delete the message.
ATTENTION: This email came from an external source. Do not open attachments or click on links from
unknown senders or unexpected emails.
i
IT
C&S Companies
499 Col Eileen Col. Blvd
Syracuse NY 13210
j p- (315) 455-2000
f (315)455-9667
www.cscos com
June 9, 2019
Gordon Murphy
Town of Southold
c/o Fishers Island Ferry District
P.O. Box 607
Fisher's Island,NY 06390
Re: Elizabeth Field Airport (0138); Airfield Electrical Vault Rehabilitation Project
FAA AIP No. 3-36-0029-022-2018;NYSDOT No. 0913.23
Recommendation of Award
File: 211.018.001
Dear Mr. Murphy:
Bids for the above referenced project were received on or prior to May 30, 2019. The bids were
opened by the Town of Southold Clerk's office. The bids were tabulated by C&S Engineers, Inc.,
with the low bidder as follows:
CONTRACTOR BID AMOUNT
Baseline King Corporation $137,000.00 [Base Bid]
Attn: James King $55,000.00 [Add On Bid No. 1]
111 Liberty Lane $91,000.00 fAdd On Bid No.21
Barneveld, NY 13304 $283,000.00 [Total Base Bid and Add On Bids]
(315) 896-6106
base]inekinueorp n,gmail.com
The low bid was reviewed by C&S Engineers, Inc. and found to be in order. For a complete
breakdown of the bid amounts and the remaining bidders,please refer to the attached bid tabulation.
C&S performed a search of the General Services Administration's"System for Award Management
(SAM)" website for Baseline King Corporation and determined that they do not have an active
exclusion.In addition,we have verified that the low bidder is not on the NYSDOL List of Debarred
Contractors.
Only one bid was submitted for this project, which was 35% above the Engineer's Opinion of
Construction Cost. Several construction professionals were contacted about this project, however
most entities elected to not submit a bid. While it is our opinion that adequate outreach was
conducted to advertise the project, we feel the nature of the work involved and relative size of the
project did not generate enough interest in the contracting community. We have contacted one of
the plan holders to inquire as to why they elected not to submit a proposal. We will issue their
explanation upon receipt.
Upon review of the individual bid items, the base bid price is 15% below the engineers estimate
and appears to be reasonable as much of the work associated with the base bid, including labor and
Mr. Gordon Murphy Page 2 of 2
June 9, 2019
materials, can be self-performed.The Add on No. 1 &No.2 bids are 220% and 337%, resp., above
the engineers estimate. It is our opinion the requested lighting control equipment is coming from
various vendors and multiple suppliers, creating several levels of price markup. Additionally, the
small quantities of materials required for this project does not warrant any economy of scale and
subsequent cost savings. The apparent low bidder may be considering multiple mobilizations to
complete the work, which increased the add-on work items. Pricing increases due to pending costs
escalations may be reflected in this proposal related to the pending tariffs on imported materials.
The low bidder has completed several projects at this airport; most recently (2016), Baseline King
Corporation completed various emergency airfield lighting repairs at OB8 (FEMA-funded).
We have reviewed Baseline King's DBE Plan; see attached copy. They have committed to using
$4,657.86, which is 1.7% of the contract inclusive of the utility allowance. The goal for this
Contract is 1.0%.
Based on our review of information submitted and our past experience with this contractor, we
recommend award of the Total Base Bid and all Add-On Bids in the amount of$283,000.00 to
Baseline King in accordance with the conditions of award stipulated in their bid and contingent
upon Federal Aviation Administration concurrence.
If you agree with our recommendation of award, C&S will furnish a sample Notice of Award letter
for your use. Please contact us should you disagree with our recommendation and decide not to
award to Baseline King. We will be happy to discuss your options within the Contract Documents.
Please note as per the specifications Section 30-02,Award of Contract,the Town of Southold/FIFD
has 45 days to award the contract from the bid opening date of May 30, 2019
By copy of this letter we are requesting FAA concurrence of award.
If you have any questions or need additional information, please do not hesitate to contact me.
Very truly yours,
C&S ENGINEERS, INC.
Thomas J.Horth, P.E.
Principal Engineer
Enclosures
Cc (via email):
Ms.Elizabeth Neville,MMC, Southold Town Clerk
Mr. Usman Noor, FAA NYADO
Mr. Gerardo Mendoza,NYSDOT Aviation Bureau
Ms.Tracey Marks, C&S Grants Administrator
www.cscos.com . (877) CS-SOLVE
BID TABULATION
Airfield Vault Rehabilitation CONSTRUCTION COST Baseline King Corporation
FAA AIP Grant 3-36-0029-22-18 C&S ENGINEERS,INC 111 Liberty Lane
NYSDOT PIN 0913 23 499 COL EILEEN COLLINS BLVD Bameveld,NY 13304
SYRACUSE,NY 13212 Tina Dorrance
PRIME CONTRACT (315)896-6106
ITEM' a UNIT 71 UNIT-
NO• DESCRIPTION „ GiUiiNTITY UNITS NOTAL TOTAL,
PRICE _ x PRICE,
BASE BID
B-1 AIRFIELD VAULT REHABILITATION 1 LS $137,999 00 $137,999 00 $117.00000 $117,00000
ALG-1 UTILITY ALLOWANCE 1 LS $20,000 00 $20,00000 $20,00000 $20.00000
TOTAL BASE BID WI ALLOWANCES 157,999 00
ADD ON.BIDS
T
AD-1 AIRFIELD LIGHTING CONTROLS 1 LS
$25,00000 $25,00000 $55,000 00 $55,000 00
AD-2 MSC
AIRFIELD LIGHTING CONTROL EQPMT 1 LS $27,001 00 $27,001 00 $91,000 00 $91,00000
TOTAL ADD ON BIDS 52,001 00
BID SECURITY BID BOND
'DENOTES BIDDER ERROR,THE CORRECTED VALUE IS SHOWN
TOTAL BASE BID(W/ALLOWANCE)AND ALL ADD-ONS $210,000.001 $283,00000
1 CERTIFY THAT THIS ISA TRUE AND CORRECT TABULATION OF BIDS RECEIVED MAY 30,2019
C&S ENGINEERS,INC
JOB NUMBER 211 018 001 SIGNED T J Horth,PE DATE 5/30/2019
Page 1
Elizabeth Field.Airport Airfield Electrical Vault Rehabilitation
CONTRACTOR'S ODE PLO
(Submit this form and attach one DBE Letter of Intent Form for each DBE subcontractor,supplier or manufacturer)
Airport Name:. Elizabeth Fluid AWvoit
Project'Narne: Airfield Electrical Vault 1 tehalillititl6n
FAA AIF Prpjcct,No:- 3-36-0029-xx-19,
Total Awarded Contract Amount: 5293,000.00
Nome of Bidder's Fitm:.Basellne King Corbdrati6fi
Street Address: I I I LlbertvLane
City; Rarneveld. State-NY Zip: -13304
Printed name of signer:-- auene S. [CIA'A'
Printed title of signer: MIM
N-- - vlvvl,-
D13E UTUIZATION SUNMARY
DBE Contract:_Amount- DRE V61ue Contract
DBE Prime Contractor $ X1.00 S %
DBE Subcontractors $ x 1.00 %
'DBE Suppliers S
_2243.'.&x 0.60 z ?'n %
DRE Brokers 1.00= %
DBE Manufacturers S x 1,00— %
Total Pro $ %
Proposed DBE Participation
Established DBE Goal 2.00.00 1.0 %
Applicable only to regular.dcalcrs.
Applicable only to the anlowit of,fees,or commissions charged for assistance-irt the procurement of material
and supplies,or fees and transportation charges for delivery,ofmaterial,and-supplies,
-If the total proposed DBE participation is less than thee,established DBE goal,bidder must provide written
,documentation of the good faith efforts as required by'49 CFR Part 26,
Affirmation:
The undersigned hereby assures that the information included herein is true and correct, and1bat the DBE firm(s),
listed on the attached DBE Letter of Intent Forms have agreed to perform a commercially useful funition in the-work,
items noted for each firm, The undersigned firther understands'that no changes to this plan may be,made without,
prior approval from the Civil Rights Staff of the Federal Aviation Administration.
By:—
(Signaturt;f BiddersTepr I sentati've) (Title)
DBE-1
Elizabefli Field Airport Airficid Electrical Vault R;!haLkiIilwiQn
DBE LETTER OFLATENT FORM
O,olijnit ont:fovin 6w each nBF suMstsrttr teti7r, uplslicr err omnuraritircr 1
rAA AIJA'rOjcc(
Name of Bidder Finn-ltusulimj�hm V!v 1wrantLin
Street Atldtes5! I I I�I Aberis laths-
Citv: 11.11-tiv%Vitt State: Zip: 13.1414—
N ame to, k4s StAp a. u.C.
4 DHE rom P_r_��_U__L
Strut
Oty,
9�?773_1_
Contact pu,:,'Jj Michele.Schildewolf 'klepimnc.
�09-25�9-5720 ,_
Port Authority of NY/NJ- milv 119/2020
(I)IJL,^limn shalt submit as tipbotocopy.of the;r,:,:nificinon stains)
Prim Contractor Subcontfawl Broker
x SUPPlIcr
Black Anwicon Hispanic Anwrlicittl Nadv%:AmLejean YK7Zu-Aincriew-,
Mile
I'mAIC
Aaron N7,fir AAM04011 t Non-,Minority Olbej(nor j)f arty group listed}retia
• remajo x
SUNIMARV or Nvol4k nbis
1N_17or'hem—(—S)T, Dewription or work ll;fiti NAICS '—TEtinmicd Quantity 1od7VAIUC
.................
The bidder is committed to utilizing.he-,iODw-jwncdJ)0V I*=tot Clic keorR dcwribcd above. Thc esunutivil dollar value t}fthis
of the cuntmt3 t*01 the C"ttmacd dollar value as stated abovc.
as hard villpinfunn1W portion,
To P Iti
gnu re of DBF Finn I'mcmalim) T
Til-I I, --
It the bidder dors not receive Ward or the prime contract. any And all rt-prrsentations in thiN Letter or infrm and
1 71� 11
Affirmation shall be null and%Did.
DBE-2
THE Ii ORTAUTHoRnYOF NY&NJ
January 9,2019
Ms.Michele&hindewolf
President
MRS Airfield Lights&Supplies,,LLC
706-1 Old Shore Rd.
Forked°River,NJ 08731
RE: ANNUAL AFFIDAVIT.-,CONTINUED DBE ELI+CIBILITY
Dear Ms,Schindewolf:
We are pleased to inform you that NIRS Airfield Lights&Supplies,LLC continues to meet the,
eligibility criteria for Disadvantaged Business Enterprise-(DBE)certification pursuant to U.S.
Department of Transportation,-Code ofFeddral Regulations Title 49 Part 26.
Annually, you must submit.a signgd and notarized Annual "No Change".Affidavit with supporting
documentation.It is your responsibility to notify this office in writing within 30 days,of any changes.
Failure to do so mayresult is decertification0your business,
-If you-have any questibns,regardiiig this,letter,you,xnay contact me af,(201).-395-3935 or via email at
jubrownCr panvni,gov
Sincerely,
Judy Brown
Certification Analyst
Office of Business Diversity&Civil Rights
2 ilfonr�ontrst 4irrrr
2nd Floor
Jerso C'i N Nj 07302
Elisabeth Field Airport Airfield'Electrical Vault Rehabilitation
DISADVANTAGEMBUSINESS ENTERPRISE
DBE'PARTICIPATION SUMMARY
(Submit one form for each DBE Firm.)
AirportNume Elizabeth field Airport
ContrActor Name: Baseline t(In",corpol-.1tion
Address: I11 Liberty Lane
City: Bartieveld kite; "Sly Zip: cc 13304
D13E Firm DBE Firm-, Mes
10A
Address: 61.1si"a"?, ff4;A
City: State: NU Zip:
DBE Contact Person Name: Phone-.
DOE Certification Agency: Expiration Date:
Each DBE Firm shall subtith evidence(such as a phol(Jcogy).qf i1jeir cerfification slat s.
DBE Commitments/Awards Bluck American Aslau-Pacific Aracriom
-Breakdown BY IlApjnic Airtencall 'Non-Minority Women
Ethnicity&Gender
Native American Other(i.e.not of any group listed here)
Subcontinent Asian American
Classification: Prime Contractor supplier
Muniracturcir H Broler
Subcontractor,
Work items Description NAICS Quantity Amount
pertorq!q��E_ Paid to DBE
4KW -7116 3-.to
The Contractor utilized the above-named DBE Firm for the~.work items described-above.
The actual participation is as follows:
Total amount paid Pc rccnt of Contractor's
to DBE Firm, 5 total contract: %
Affirmation:
The above-named DBE Firm affirms that it has performed the work items described-above and has been paid the amount
stated above.
By:
(Signawre)
DBE-3
g ifFO[q►
ELIZABETH A. NEVILLE,MMC 0� c® Town Hall,53095 Main Road
TOWN CLERK P.O.Box 1179
Southold,New York 11971
REGISTRAR OF VITAL STATISTICS 0 Fax(631)765-6145
MARRIAGE OFFICER ,f. ®�. Telephone(631)765-1800
RECORDS MANAGEMENT OFFICER �Q` �a www.southoldto*my.gov
FREEDOM OF INFORMATION OFFICER
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
BID OPENING
Airfield Electrical Vault Rehabilitation Protect
Bid Opening 5/30/19 2:00 P.M.
One (1)bid only received:
Baseline King Corp.
111 Liberty Lane
Barneveld, NY 11304
Tina Dorrance
315 896-6106
r ,
PROPOSAL
FOR CONSTRUCTION OF THE
AIRFIELD ELECTRIC VAULT REHABILITATION
AT
(ELIZABETH FIELD AIRPORT
FISHERS ISLAND
TOWN OF SOUTHOLD,NEW YORK
TO: Town Clerk's Office
53095 Route 25
Southold,New York 11971
The undersigned, as bidder,hereby declares that he/she has examined the site of the work and informed
himself/herself fully in regard to all conditions pertaining to the place where the work is to be done;that
he/she has examined and read the Contract Documents and Contract Drawings for the work and all
addenda relative thereto furnished prior to the opening of bids;that he/she has satisfied himself/herself
relative to the work to be performed.
The bidder understands that the advertisement,located in the front of these Contract Documents,contains
the location and a description of the proposed construction,as well as indicates the place,date, and time
of the proposal opening; information about a Pre-Bid conference,if scheduled,is contained in the
advertisement;the time in which the work must be completed shall be in accordance with the subsection
titled FAILURE TO COMPLETE ON TIME of Section 80. If the bidder considers that the time to
complete the work is inadequate,they should not submit a bid.
The bidder understands the quantities for bid items listed on the proposal sheets are estimated quantities
only for the purpose of comparing bids; any difference between these estimated quantities and actual
quantities required for construction shall not be taken as a basis for claims by the Contractor for extra
compensation; compensation will be based upon the unit prices and actual construction quantities.
The bidder understands that the description under each item,being briefly stated,implies, although it does
not mention, all incidentals and that the prices stated are intended to cover all such work,materials and
incidentals as constitute bidder's obligations as described in the specifications and any details not
specifically mentioned,but evidently included in the Contract shall be compensated for in the item which
most logically includes it.
The bidder understands that proposal guaranty shall be in the form of a bid bond in the amount of
five percent(5%) of this bid in accordance with the subsection titled BID GUARANTEE of Section
20; the proposal guaranty shall become the property of the Owner in the event the Contract and
bond(s)are not executed within the time above set forth,as liquidated damages for the delay and
additional expense to the Owner caused thereby.
The bidder agrees that upon receipt of written notice of the acceptance of this proposal,bidder will
execute the Contract attached within 15 days and deliver a Surety Bond or Bonds as required by the
subsection titled REQUIREMENTS OF CONTRACT BONDS OF Section 30. The bidder further agrees
to commence construction with an adequate work force,plant and equipment on the date stated in the
written notice to proceed and will progress therewith to its completion within the time stated,and in
accordance with this Contract and Specification.
2013 PROPOSAL-1
I
Elizabeth Field Airport
Town of Southold, New Fork
AIRFIELD ELECTRICAL VAULT REHABILLITATION PROJECT
Item-Number Bid Iteyn _` _- Lump..Sum Price In Words' I:iamp Sugn rice
B-1 Base Bid � + �c@� $
AD-1 Add-On No. 1
CLO `—'
a
AD-2 Add-On No. 2 h "�� 0� �� $ j 00
ALG-1 Utility Allowance Twenty Thousand Dollars $ 20,000.00
T-1 TOTAL e ® nom i Cr�� $
PROPOSAL- 2
Elizabeth Field Airport Airfield'Electric Vault Rehabilitation
The bidder states that this proposal is based upon prevailing wages in Suffolk County,NY and in no case
are wages considered less than those predetermined by the State and Federal Departments of Labor,
schedules of which are contained in the Contract Documents.
The bidder proposes and agrees,if this Proposal is accepted,to contract in the form of contract specified
with the Town of Southold/Fishers Island Ferry District(Owner),to furnish all necessary materials,
equipment,machinery,tools, apparatus,means of transportation and labor necessary to complete the,
construction of the Airfield Lighting and Signage Repairs project in full and complete accordance with
the shown,noted,described and reasonably intended requirements of the Contract Documents and
Contract Drawings,to the full and entire satisfaction of the above said Owner,with a definite
understanding that no money will be allowed for extra work except as set forth in-the attached Contract
Documents,for the unit prices listed for each item.
BIDDER,IF AN INDIVIDUAL:
BY:
(Printed Name)
(Signature)
COMPANY NAME:
ADDRESS:
PHONE NO:
DATE:
2013 PROPOSAL-3
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
BIDDER,IF A PARTNERSHIP(GIVE NAMES AND ADDRESSES OF EACH PARTNER):
BY:
(Printed Name)
(Signature)
COMPANY NAME:
ADDRESS:
PHONE NO:
DATE:
PARTNER'S PARTNER'S
NAME: NAME:
BUSINESS BUSINESS
ADDRESS: ADDRESS:
I
PARTNER'S PARTNER'S
NAME: NAME:
BUSINESS BUSINESS
ADDRESS: ADDRESS:
2013 PROPOSAL-4
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
BIDDER,IF A CORPORATION:
BY: J one5 1-H<;n r
(Printed Name Title)
A A A A -V
( a e)
CORPORATION
NAME: ✓1Q
ADDRESS: l I I LIQ (SEAL)
'9axr neje l l v)9 1336 H `
STATE OF CORPORATION
CHARTER: r t e V,.) 90 r k
PHONE NO: -
DATE:
PRESIDENT'S
NAME: o ri nnOS �
BUSINESS '
ADDRESS: l L-�
SECRETARY'S TREASURER'S.1— 1�
NAME: tea- rYLeS /LQ NAME: �1I vvw N
BUSINESS BUSINESS L&Jpc wk, L
ADDRESS: lit L l"v- L�t YL? ADDRESS:
Borw\eve 11 RLI 1?zOq tear sqe%ee U-1 �� C3aoy
2013 PROPOSAL-5
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
ATTACHMENTS TO PROPOSAL
BIDDER and his/her surety,where appropriate,have completed and executed the attached documents
which are identified below.
Non-Collusive Bidding Certificate
Resolution for Corporate Bidders
Buy American Certification
Certifications:
- Certification of Non-Segregated Facilities
- Debarment&Suspension Certification
- Lobbying and Influencing Federal Employees
- Certification of Offerer/Bidder Regarding Tax Delinquency and Felony Convictions
- Trade Restriction
Bidder's Statement of Previous Contracts Subject to EEO Clause as Described in Section 70-21
Certification for Receipt of Addenda
Statement of Surety's Intent
Iranian Energy Sector Divestment Statement
Certification of Compliance with the Iran Divestment Act
Disadvantaged Business Enterprise(DBE) and Small Business Element(SBE) Statement
Bidder's List Collection Form(Bidder's Information)
Bidder's List Collection Form(Subcontractor's Information)
Safety Plan Compliance Document(SPCD) Certification
2013 PROPOSAL-6
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
NON-COLLUSIVE BIDDING CERTIFICATE
The Signer of this Bid declares:
A. That he/she has carefully examined the annexed form of the Agreement and Contract.
B. Pursuant to Section 103-d of the General Municipal Law,by submission of this Bid, each Bidder and
each person signing on behalf of any Bidder certifies, and in the case of a joint Bid each party thereto
certifies as to its own organization,under penalty of perjury,that to the best of knowledge and belief-
1.
elief:1. The prices in this Bid have been arrived at independently without collusion, consultation,
communication or agreement, for the purpose of restricting competition, as to any matter relating
to such prices with any other Bidder or with any competitor;
2. Unless otherwise required by law,the prices which have been quoted in this Bid have not been
knowingly disclosed by the Bidder, and will not knowingly be disclosed by the Bidder prior to
opening, directly or indirectly,to any other Bidder or to any competitor;and
3. No attempt has been made or will be made by the Bidder to induce any other person,partnership
or corporation to submit or not to submit a Bid for e purpose of restricting competition.
I hereby"affirm under the penalties of perjury that the fore o statement i true.
'Affix Seal BIDDER:
f if Principal
iNV AW
s Coiporation BY:
TITLE: it
STATE OF NEW YORK
SS:
COUNTY OFOIAQC'�q )
On the day of ,20,A,before me personally came
tome known,who,being by me duly sworn,did swear and affirm that he/she resides at &✓A e V k
Iy ?,w Y,:,V k ;that he/she is the V(e S okey
of the Bidder herein and signs the foregoing Non-Collusive Certification on behalf of such Bidder;that
he/she executed the foregoing Non-Collusive Certification;and that,to the best of his knowledge and
belief,the statement made in the foregoing Non-Collusive Certification is true.
OT PUBLIC
MY COMMISSION EXPIRES: 0 �Z�ZZ
(This form must be completed and submitted with the ProposalaN- OWY ZAN1V1lE!-L0 ork
Notary Public,State Of New
Notarysegisration mo.OIZA614342`t
Qualified M Vires APc 10 u'
Commission exp -
2013 PROPOSAL-7
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
RESOLUTION FOR CORPORATE BIDDERS
RESOLVED,that 3iLA-le& �� be authorized
(Name of Offi r)
to sign and submit the bid or proposal of this corporation for the following project:
Airfield Electric Vault Rehabilitation
and to include in such bid or proposal the certificate as to non-collusion required by section one hundred
three-d of the General Municipal Law as the act and deed of such corporation,and for any inaccuracies or
misstatements in such certificate this corporate bidder shall be liable under penalties of perjury.
The foregoing is a true and correct copy of the resolution adopted by ��✓�Q- w °�
Corporation at a meeting of its Board of
Directors held on the ay of�,20
( ecretary)
(This form must be completed and submitted with the Proposal.)
2013 PROPOSAL-8
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
BUY AMERICAN CERTIFICATION
The Contractor agrees to comply with 49 USC § 50101, which provides that Federal funds may not be
obligated unless all steel and manufactured goods used in AIP funded projects are produced in the United
States,unless the Federal Aviation Administration has issued a waiver for the product;the product is listed
as an Excepted Article,Material Or Supply in Federal Acquisition Regulation subpart 25.108;or is included
in the FAA Nationwide Buy American Waivers Issued list.
A bidder or offeror must complete and submit the Buy America certification included herein with their bid
or offer. The Owner will reject as nonresponsive any bid or offer that does not include a completed
Certificate of Buy American Compliance.
CERTIFICATE OF BUY AMERICAN COMPLIANCE FOR TOTAL FACILITY
As a matter of bid responsiveness,the bidder or offeror must complete, sign, date,and submit this
certification statement with its proposal. The bidder or offeror must indicate how it intends to comply
with 49 USC § 50101 by selecting one of the following certification statements. These statements are
mutually exclusive. Bidder must select one or the other(i.e. not both)by inserting a checkmark(✓)or
the letter"X".
LST Bidder or offeror hereby certifies that it will comply with 49 USC. 50101 by:
a) Only installing steel and manufactured products produced in the United States; or
b) Installing manufactured products for which the FAA has issued a waiver as indicated
by inclusion on the current FAA Nationwide Buy American Waivers Issued listing; or
c) Installing products listed as an Excepted Article,Material or Supply in Federal
Acquisition Regulation Subpart 25.108.
By selecting this certification statement,the bidder or offeror agrees:
1. To provide to the Owner evidence that documents the source and origin of the steel and
manufactured product.
2. To faithfully comply with providing US domestic products.
3. To refrain from seeking a waiver request after establishment of the contract,unless
extenuating circumstances emerge that the FAA determines justified.
® The bidder or offeror hereby certifies it cannot comply with the 100%Buy American Preferences
of 49 USC § 50101(a)but may qualify for either a Type 3 or Type 4 waiver under 49 USC §
50101(b). By selecting this certification statement,the apparent bidder or offeror with the
apparent low bid agrees:
1. To submit to the Owner within 15 calendar days of the bid opening, a formal waiver
request and required documentation that support the type of waiver being requested.
2. That failure to submit the required documentation within the specified timeframe is
cause for a non-responsive determination that may result in rejection of the proposal.
3. To faithfully comply with providing US domestic products at or above the approved
US domestic content percentage as approved by the FAA.
4. To furnish US domestic product for any waiver request that the FAA rejects.
5. To refrain from seeking a waiver request after establishment of the contract,unless
extenuating circumstances emerge that the FAA determines justified.
2013 PROPOSAL-9
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
Required Documentation
Type 3 Waiver-The cost of components and subcomponents produced in the United States is more
than 60% of the cost of all components and subcomponents of the"facility".The required
documentation for a Type 3 Waiver is:
a) Listing of all manufactured products that are not comprised of 100%US domestic content
(Excludes products listed on the FAA Nationwide Buy American Waivers Issued listing and
products excluded by Federal Acquisition Regulation Subpart 25.108;products of unknown
origin must be considered as non-domestic products in their entirety)
b) Cost of non-domestic components and subcomponents,excluding labor costs associated with
final assembly and installation at project location.
c) Percentage of non-domestic component and subcomponent cost as compared to total"facility"
component and subcomponent costs, excluding labor costs associated with final assembly and
installation at project location.
Type 4 Waiver—Total cost of project using US domestic source product exceeds the total project cost
using non-domestic product by 25%.The required documentation for a Type 4 Waiver is:
a) Detailed cost information for total project using US domestic product
b) Detailed cost information for total project usinkon
n-domestic product
False Statements: Per 49 USC §47126,this certificaconcerns a matter within the jurisdiction of
the Federal Aviation Administration and the making olse,ficti 'ous or fraudulent certification may
.render the maker subject to prosecution under Title 18ted State ode.
Date Signatur
Company Name Title
(Buy American form(s) must be completed and submitted with the Proposal.)
2013 PROPOSAL-10
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
CERTIFICAONS
TI
BIDDER'S NAME: 'BG�Se (i fw- Kinc� Co f f�
ADDRESS: 1 ( � L. r-� Lan.0 tR>ar✓ieu Q- rl y l 33 0
TELEPHONE NO.: 3 c S 0q L 6' 106 FAX NO.
IRS EMPLOYER IDENTIFICATION NUMBER: 3—' c4 03S-49 9' 1
1
NOTICE OFNONSEGREGATED FACILITIES REQUIREMENT
Notice to Prospective Federally Assisted Construction Contractors
1. A Certification of Non-segregated Facilities shall be submitted prior to the award of a federally-
assisted construction contract exceeding$10,000 which is not exempt from the provisions of the
Equal Opportunity Clause.
2. Contractors receiving federally-assisted construction contract awards exceeding,$10,000 which are
not exempt from the provisions of the Equal Opportunity Clause will be required to provide for the
forwarding of the following notice to prospective subcontractors for supplies and construction
contracts where the subcontracts exceed$10,000 and are not exempt from the provisions of the Equal
Opportunity Clause.
3. The penalty for making false statements in offers is prescribed in 18 U.S.C. § 1001.
Notice to Prospective Subcontractors of Requirements for Certification of Non-Segregated
Facilities
1. A Certification of Non-segregated Facilities shall be submitted prior to the award of a subcontract
exceeding$10,000,which is not exempt from the provisions of the Equal Opportunity Clause.
2. Contractors receiving subcontract awards exceeding$10,000 which are not exempt from the
provisions of the Equal Opportunity Clause will be required to provide for the forwarding of this
notice to prospective subcontractors for supplies and construction contracts where the subcontracts
exceed$10,000 and are not exempt from the provisions of the Equal Opportunity Clause.
3. The penalty for making false statements in offers is prescribed in 18 U.S.C. § 1001.
CERTIFICATION OF NON-SEGREGATED FACILITIES
The federally-assisted construction contractor certifies that she or he does not maintain or provide,for his
employees, any segregated facilities at any of his establishments and that she or he does not permit his
employees to perform their services at any location,under his control,where segregated facilities are
maintained. The federally-assisted construction contractor certifies that she or he will not maintain or
provide,for his employees,segregated facilities at any of his establishments and that she or he will not
permit his employees to perform their services at any location under his control where segregated
facilities are maintained. The federally-assisted construction contractor agrees that a breach of this
certification is a violation of the Equal Opportunity Clause in this contract.
As used in this certification,the term"segregated facilities"means any waiting rooms,work areas,
restrooms,and washrooms,restaurants and other eating areas,time clocks,locker rooms and other storage
2013 PROPOSAL-11
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
r
or dressing areas,parking lots, drinking fountains,recreation or entertainment areas,transportation,and
housing facilities provided for employees which are segregated by explicit directives or are,in fact,
segregated on the basis of race, color,religion, or national origin because of habit,local custom,or any
other reason. The federally-assisted construction contractor agrees that(except where she or he has
obtained identical certifications from proposed subcontractors for specific time periods)she or he will
obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding
$10,000 which are not exempt from the provisions of the Equal Opportunity Clause and that she or he
will retain such certifications in his files.
CERTIFICATION OF OFFEROR/BIDDER REGARDING DEBARMENT
By-submitting a bid/proposal under this solicitation,the bidder or offeror certifies that neither it nor its
principals are presently debarred or suspended by any Federal department or agency from participation in
this transaction.
CERTIFICATION OF LOWER TIER CONTRACTORS REGARDING DEBARMENT
The successful bidder,by administering each lower tier subcontract that exceeds$25,000 as a"covered
transaction",must verify each lower tier participant of a"covered transaction"under the project is not
presently debarred or otherwise disqualified from participation in this federally assisted project. The
successful bidder will accomplish this by:
1. Checking the System for Award Management at website: hq://www.sam.gov
2. Collecting a certification statement similar to the Certificate Regarding Debarment'and
Suspension(Bidder or Offeror), above.-
3.
bove.3. Inserting a clause or condition in the covered transaction with the lower tier contract
If the FAA later determines that a lower tier participant failed to disclose to a higher tier participant that it
was excluded or disqualified at the time it entered the covered transaction,the FAA may pursue any
available remedies,including suspension and debarment of the non-compliant participant.
CERTIFICATION REGARDING LOBBYING
The bidder or offeror certifies by signing and submitting this bid or proposal,to the best of his or her
knowledge and belief,that:
(1) No Federal appropriated funds have been paid or will be paid,by or on behalf of the Bidder or
Offeror,to any person for influencing or attempting to influence an officer or employee of an
agency, a Member of Congress,an officer or employee of Congress,or an employee of a Member
of Congress in connection with the awarding of any Federal contract,the making of any Federal
grant,the making of any Federal loan,the entering into of any cooperative agreement,and the
extension,continuation,renewal,amendment,or modification of any Federal contract,grant,
loan,or cooperative agreement.
(2) If any funds other than Federal,appropriated funds have been paid or will be paid to any person
for influencing or attempting to influence an officer or employee of any agency, a Member of
2013 PROPOSAL-12
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
Congress, an officer or employee of Congress,or an employee of a Member of Congress in
connection with this Federal contract,grant,loan, or cooperative agreement,the undersigned shall
complete and submit Standard Form-LLL,"Disclosure Form to Report Lobbying,"in accordance
with its instructions.
(3) The undersigned shall require that the language of this certification be included in the award
documents for all-sub-awards at all tiers(including subcontracts,sub-grants,and contracts under
grants,loans,and cooperative agreements) and that all sub-recipients shall certify and disclose
accordingly.
This certification is a material representation of fact upon which reliance was placed when this transaction
was made or entered into. Submission of this certification is a prerequisite for making or entering into this
transaction imposed by section 1352,title 31,U.S. Code.Any person who fails to file the required
certification shall be subject to a civil penalty of not'less than$10,000 and not more than$100,000 for
each such failure.
CERTIFICATION OF OFFERER/BIDDER REGARDING TAX DELINQUENCY
AND FELONY CONVICTIONS
r
The Contractor must complete the following two certification statements. The Contractor must indicate its
current status as it relates to tax delinquency and felony conviction by inserting�a checkmark or"X"in the
space followingthe applicable response. The Contractor agrees that,if awarded a contract resulting from
this solicitation,it will incorporate this provision for certification in all lower tier subcontracts.
Certifications:
1) The Contractor represents that it is(__)is not�4
a corporation that has any unpaid Federal
tax liability that has been assessed,for which all judicial and administrative remedies have been
exhausted or have lapsed,and that is not being paid in a timely manner pursuant to an agreement
with the authority responsible for collecting the tax liability:
2) The Contractor represents that it is(__)is not/a corporation that was convicted of a
criminal violation under any Federal law within the preceding 24 months.
Note:
If a Contractor responds in the affirmative to either of the above representations,the Contractor is
ineligible to receive an award unless the sponsor has received notification from the agency suspension
and debarment official(SDO)that the SDO has considered suspension or debarment and determined that
further action is not required to protect the Government's interests. The Contractor therefore must
provide information to the owner about its tax liability or conviction to the Owner,who will then notify
the FAA Airports District Office,which will then notify the agency's SDO to facilitate completion of the
required considerations before award decisions are made.
Term Definitions
Felony conviction:Felony conviction means a conviction within the preceding twenty four(24)months
of a felony criminal violation under any Federal law and includes conviction of an offense defined in a
section of the U.S. code that specifically classifies the offense as a felony and conviction of an offense
that is classified as a felony under 18 U.S.C. § 3559.
2013 PROPOSAL-13
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
Tax Delinquency:A tax delinquency is any unpaid Federal tax liability that has been assessed,for which
all judicial and administrative remedies have been exhausted, or have lapsed, and that is not being paid in
a timely manner pursuant to an agreement with the authority responsible for collecting the tax liability.
TRADE RESTRICTION CERTIFICATION
By submission of an offer,the Offeror certifies that with respect to this solicitation and any resultant
contract,the Offeror-
a. is not owned or controlled by one or more citizens of a foreign country included in the list of
countries that discriminate against U.S.firms as published by the Office of the United States
Trade Representative(U.S.T.R.);
b. has not knowingly entered into any contract or subcontract for this project with a person that is a
citizen or national of a foreign country included on the list of countries that discriminate against
U.S. firms as published by the U.S.T.R; and
c. has not entered into any subcontract for any product to be used on the Federal on the project that
is produced in a foreign country included on the list of countries that discriminate against U.S.
firms published by the U.S.T.R.
This certification concerns a matter within the jurisdiction of an agency of the United States of America
and the making of a false,fictitious,or fraudulent certification may render the maker subject to
prosecution under Title 18,United States Code, Section 1001.
The Offeror/Contractor must provide immediate written notice to the Owner if the Offeror/Contractor
learns that its certification or that of a subcontractor was erroneous when submitted or has become
erroneous by reason of changed circumstances. The Contractor must require subcontractors provide
immediate written notice to the Contractor if at any time it learns that its certification was erroneous by
reason of changed circumstances.
Unless the restrictions of this clause are waived by the Secretary of Transportation in accordance with 49
CFR 30.17,no contract shall be awarded to an Offeror or subcontractor:
(1) who is owned or controlled by one or more citizens or nationals of a foreign country included on
the list of countries that discriminate against U.S.firms published by the U.S.T.R. or
(2) whose subcontractors are owned or controlled by one or more citizens or nationals of a foreign
country on such U.S.T.R. listor
(3) who incorporates in the public works project any product of a foreign country on such U.S.T.R.
list;
Nothing contained in the foregoing shall be construed to require establishment of a system of records in
order to render,in good faith,the certification required by this provision. The knowledge and information
of a contractor is not required to exceed that which is normally possessed by a prudent person in the
ordinary course of business dealings.
2013 PROPOSAL-14
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
The Offeror agrees that,if awarded a contract resulting from this solicitation,it will incorporate this
provision for certification without modification in in all lower tier subcontracts.The contractor may rely
on the certification of a prospective subcontractor that it is not a,firm from a foreign country included on
the list of countries that discriminate against U.S.firms as published by U.S.T.R,unless the Offeror has
knowledge that the certification is erroneous.
This certification is a material representation of fact upon which reliance was placed when making an'
award. If it is later determined that the Contractor or subcontractor knowingly rendered an erroneous
certification,the Federal Aviation Administration may direct through the Owner cancellation of the
contract or subcontract for default at no cost to the Owner or the FAA.
Printed Name itle: i KIM — res►l�e v%4-
Signature:
Date: S6\t-\ V
(These rtifications must a completed and submitted with the Proposal.)
2013 PROPOSAL-15
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
BIDDER'S STATEMENT OF PREVIOUS CONTRACTS SUBJECT TO EEO CLAUSE AS
DESCRIBED IN SECTION 70-21
The Bidder shall complete the following statement by checking the appropriate boxes.
The Bidder has / has not participated in a previous contract subject to'the Equal
Opportunity Clause prescribed by Executive Order 11246,as amended,of September 24, 1965.
The Bidder has/ has not submitted all compliance reports in connection with any such
contract due under the applicable filing requirements; and that representations indicating submission of
required compliance reports signed by proposed subcontractors will be obtained prior to award of
subcontracts.
If the Bidder has participated in a previous contract subject to the Equal Opportunity Clause and
has not submitted compliance reports due under applicable filing requirements, the Bidder shall submit a
compliance report on Standard Form 100, "Employee Information Report EEO-I", attached to this
proposal.
CERTIFICATION FOR RECEIPT OF ADDENDA
Receipt of the following Addenda is acknowledged:
ADDENDUM NO.: DATED:
ADDENDUM NO.: DATED:
ADDENDUM NO.: DATED:
z4ae
11RQ„FW% ccY
(F11 or Corporatio Ma ' g Bid
- A
(Signae Authorized Person)
'P-0.Ad ess: 111 G �wret t&
Dated:
(This form must be completed and submitted with the Proposal.)
2013 PROPOSAL-16
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
STATEMENT OF SURETY'S INTENT G 44*cA c
TO: Town of Southfold
We have reviewed the bid of
(Contractor)
of
(Address)
for the Airfield Electric Vault Rehabilitation ,
project for which bids will be received on:
(Bid Opening Date)
and wish to advise that should this Bid of the Contractor be accepted and the Contract awarded to him,it
is our present intention to become surety on the performance bond and labor and material bond required
by the Contract.
Any arrangement for the bonds required by the Contract is a matter between the Contractor and ourselves
and we assure no liability to you or third parties if for any reason we do not execute the requisite bonds.
We are duly authorized to do business in the State of New York.
ATTEST:
Surety's Authorized Signature(s)
(Corporate seal,if any. If no,seal,write"No Seal" across this place and sign.)
ATTACH PROPOSAL GUARANTEE
ATTACH POWER OF ATTORNEY
(This form must be complete and submitted with the Proposal.
Copies of this form may be filled out and attached to this page.)
2013 PROPOSAL-17
i
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
IRANIAN ENERGY SECTOR DIVESTMENT STATEMENT
1. Contractor/Proposer hereby represents that said Contractor/Proposer is in compliance with New
York State General Municipal Law Section 103-g entitled"Iranian Energy Sector Divestment",in
that said Contractor/Proposer has not:
(a) Provided goods or services of$20 Million or more in the energy sector of Iran
including but not limited to the provision of oil or liquefied natural gas tankers or
products used to construct or maintain'pipelines used to transport oil or, liquefied
natural gas for the energy sector of,Iran; or
(b) Acted as a financial institution and extended$20 Million or more in credit to another
person for forty-five days or more,if that person's intent was to use the credit to
provide goods or services in the energy sector in Iran.
2. Any Contractor/Proposer who has undertaken any of the above and is identified on a list created
pursuant to Section 165-a(3)(b)of the New York State Finance Law as a person engaging in
investment activities in Iran, shall not be deemed a responsible bidder pursuant to Section 103 of
the New York State General Municipal Law.
3. Except as otherwise specifically provided herein,every Contractor/Proposer submitting a
bid/proposal in response to this Request for Bids/Request for Proposals must certify and affirm
the following under penalties of perjury:
(a) `By submission of this bid,each bidder and each person signing on behalf of any
bidder certifies, and in the case of a joint bid,each party thereto certifies as to its
own organization,under penalty of perjury,that to the best of its knowledge and
belief,that each bidder is not on the list created pursuant to NYS Finance Law
Section 165-a(3)(b)."
4. Except as otherwise specifically provided herein,any Bid/Proposal that is submitted without
having complied with subdivision(a)above, shall not be considered for award. In any case where
the Bidder/Proposer cannot make the certification as set forth in subdivision(a) above,the
Bidder/Proposer shall so state and shall furnish with the bid a signed statement setting forth in
detail the reasons therefore. The Owner reserves its rights,in accordance with General Municipal
Law Section 103-g to award the Bid/Proposal to any Bidder/Proposer who cannot make the
certification, on a case-by-case basis under the following circumstances:
(1) The investment activities in Iran were made before April 12,2012,the investment
activities in Iran have not been expanded or renewed after April 12,2012,and the
Bidder/Proposer has adopted,publicized and is implementing a formal plan to cease
the investment activities in Iran and to refrain from engaging in any new investments
in Iran; or
(2) The Owner has made a determination that the goods or services are necessary for the
Owner to perform its functions and that, absent such an exemption,the Owner would
be unable to obtain the goods or services for which the Bid/Proposal is offered. Such
determination shall be made by the Owner in writing and shall be a public document.
5. Bidder or Proposer shall sign and notarize the attached"Certification of Compliance with
the Iran Divestment Act"form with your proposal.
2013 PROPOSAL-18
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
CERTIFICATION OF COMPLIANCE WITH THE IRAN DIVESTMENT ACT
As a result of the Iran Divestment Act of 2012 (the"Act"), Chapter 1 of the 2012 Laws of New York,a
new provision has been added to State Finance Law(SFL) § 165-a and New York General Municipal
Law§ 103-g,both effective April 12, 2012. Under the Act,the Commissioner of the Office of General
Services(OGS)will be developing a list of"persons"who are engaged in"investment activities in Iran"
(both are defined terms in the law) (the"Prohibited Entities List"). Pursuant to SFL§ 165-a(3)(b),the
initial list is expected to be issued no later than 120 days after,the Act's effective date at which time it will
be posted on the OGS website.
By submitting a bid in response to this solicitation or by assuming the responsibility of a Contract
awarded hereunder, each Bidder/Contractor, any person signing on behalf of any Bidder/Contractor and
any assignee or subcontractor and,in the case of a joint bid, each party thereto,certifies,under penalty of
perjury,that once the Prohibited Entities List is posted on the OGS website,that to the best of its
knowledge and belief,that each Bidder/Contractor and any subcontractor or assignee is not identified on
the Prohibited Entities List created pursuant to SFL § 165-a(3)(b).
Additionally,Bidder/Contractor is advised that once the Prohibited Entities List is posted on the OGS
Website,any'Bidder/Contractor seeking to renew or extend a Contract or assume the responsibility of a
Contract awarded in response to this solicitation must certify at the time the Contract is renewed,
extended or assigned that it is not included on the Prohibited Entities List.
During the term of the Contract, should the Owner receive information that a Bidder/Contractor is in
violation of the above-referenced certification,the Owner will offer the person or entity an opportunity to
respond. If the person or entity fails to demonstrate that he/she/it has ceased engagement in the
investment which is in violation of the Act within 90 days after the determination of such violation,then
the Owner shall take such action as may be appropriate including,but not limited to,imposing sanctions,
seeking compliance,recovering damages or declaring the Bidder/Contractor in default.
The Owner reserves the right to reject any bid or request for assignment for a Bidder/Contractor that
appears on the Prohibited Entities List prior to the award of a contract and to pursue a responsibility
review with respect to any Bidder/Contractor that is awarded a contract and subsequently appears on the
Prohibited Entities List.
I, A 5 being duly sworn,deposes and says
that he/she is the 'P r-e-C, o t e A%e.1;e%e—K+M
Corporation and that neither the Bidder/Contractor o any prop ed subcontractor is identified on the
Prohibited Entities List.
I ED
SWORN to before me this
Z� LO
day of �y 20 �°k�NZNC7S�`��A►v 111 i' ark
crarq Public,date
Rcgistraffon i\"o.0'1 A61�'�?
Notary Public: Qualified in dneld County
-`LZ
commission exp
fires A,� 11 10,
(This form must be completed and submitted with the Proposal.)
2013 PROPOSAL-19
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
DISADVANTAGED BUSINESS ENTERPRISE-(DBE)STATEMENT
The requirements of 49 CFR Part 26,Regulations of the U.S.Department of Transportation,apply to this
contract. It is the policy of the Sponsor to practice nondiscrimination based on race,color,sex,or
national origin in the award or performance of this contract.
DISADVANTAGED BUSINESS ENTERPRISE:
The requirements of 49 CFR Part 26,Regulations of the U.S.Department of Transportation,apply to this
contract. It is the policy of the Sponsor to practice nondiscrimination based on race,color,sex,or
national origin in the award or performance of this contract. All firms qualifying under this solicitation
are encouraged to submit proposals. Award of this contract will be conditioned upon satisfying the DBE
requirements of this contract. These requirements apply to all bidders,including those who qualify as a
DBE. A DBE contract goal of 1.0 percent has been established for this contract. The bidder shall make
good faith efforts,as defined in Appendix A,49 CFR Part 26,to meet the contract goal for DBE
participation in the performance of this contract. Excerpts from 49 CFR Part 26 are included in Section
70-21.13.
As a matter of responsibility,within 5 days after the openingof f bids,all Bidders or Offerors shall submit
the"Contractor's DBE Plan",and"DBE Letter of Intent Forms"from each of the DBE firms the Bidder
or Offeror intends to use. If the contract goal is not met,Bidder or Offeror shall include documentation of
good faith efforts with its DBE Plan.
The Contractor's DBE Plan Form and DBE Letter Of Intent Form are located in Section 200.The website
for the Unified Certification Program directory in the state of New York is: http://www.nysuc .net/.
CERTIFICATION OF BIDDER/OFFEROR: The undersigned Bidder or Offeror will satisfy the DBE
requirements of these specifications in the following manner(please check the appropriate space):
The Bidder or Offeror is committed to meeting or exceeding the DBE utilization goal
stated above on this contract.
The Bidder or Offeror,is unable to meet the DBE utilization goal stated above.However,
we are committed to a minimum of %DBE utilization on this contract, and will
include documentation demonstrating good faith efforts.
SMALL BUSINESS PARTICIPATION:
This Con a t does not have a Small Business Element(SBE)set-aside.
IRS Numb : l 3 3 $
A A A A A AAA
Signa 11e
2013 PROPOSAL-20
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
BIDDER'S LIST COLLECTION FORM
(Bidder's Information)
The sponsor is required by CFR Title 49, Subtitle A,Part 26, Subpart A, Section 26.11 to collect the
following information from the bidder.As such,it is the responsibility of the bidder to complete the
following information as a condition of submitting a proposal for this project. The sponsor will consider
incomplete information to be an irregular proposal.
Airport Name: ]Elizabeth Field Airport AIP No. 3-36=0029-XN-20I9
Project Name: Airfield Electric Vault Rehabilitation
Bidder's Information
Firm Street Address, DBE/Non
Firm Name City, State,Zip Code, DBE Age of Firm Annual Gross
-26a
, �,--
Phone No. Status Receipts
Set�� ��G4y+l LCLA e FJLess than 1 year ❑ Less than$500K
n!)
06rIN"��� ❑ 1-3 years ❑ $500K-$1M
® 336 D DBE
1 � ❑ 4-7 years ❑ $1-$2M
[ Non-DBE
❑/8-10 years ❑/$2-$5M
/'M' ore than 10 yrs. CS More than$5M
(This form must be completed and submitted with the Proposal.)
2013 PROPOSAL-21
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
BIDDER'S LIST COLLECTION FORINT
(Subcontractor's Information)
The sponsor is required by CFR Title 49, Subtitle A,Part 26, Subpart A, Section 26.11 to collect the
following information from each subcontractor submitting a quote,bid or proposal to the bidder.As such,
it is the responsibility of the bidder to complete the following information as a condition of submitting a
proposal for this project. The sponsor will consider incomplete information to be an irregular proposal.
Please note that the information requested below must be filled out for each quote received by the bidder,
regardless of DBE status.For example,if the bidder requests quotes from three contractors for electrical
work,the information requested below must filled out for the three subcontractors. It is important to note
that providing the information does not commit the bidder to using any one of the three subcontractors in
the work.
Airport Name: Elizabeth Field Airport AIP No. 3-36-0029mXX®2019
Project Name: Alrflcld Electric Vault Rehabilitation
Subcontractor's Information
Firm Street Address, DBE/Non Annual Gross
Firm Name City,State,Zip Code, DBE Age of Firm Receipts
Phone No. Status
❑ Less than 1 year ❑ Less than$500K
❑ DBE ❑ 1-3 years ❑ $500K-$1M
❑ Non-DBE ❑ 4-7 years ❑ $1-$2M
❑ 8-10 years ❑ $2-$5M
❑ More than 10 yrs. ❑ More than$5M
❑ Less than 1 year ❑ Less than$500K
❑ DBE ❑ 1-3 years ❑ $500K-$IM
❑ Non-DBE
❑ -4-7 years ❑ $1-$2M
❑ 8-10 years ❑ $2-$5M
❑ More than 10 yrs. ❑ More than$5M
❑ Less than 1 year ❑ Less than$500K
❑ DBE ❑ 1-3 years f_7 $500K-$1M
❑ Non-DBE ❑ 4-7 years ❑ $1-$2M
❑ 8-10 years ❑ $2-$5M
❑ More than 10 yrs. ❑ More than$5M
2013 PROPOSAL-22
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
Firm Street Address, DBE/Non
Firm Name City,State,Zip Code, DBE Age of Firm Annual Gross
Phone No. Status Receipts
17 Less than 1 year ❑ Less than$500K
❑ DBE D 1-3 years Ll $500K-$1M
❑ Non-DBE ❑ 4-7 years ❑ $1-$2M
❑ 8-10 years ❑ $2-$5M
❑ More than 10 yrs. ❑ More than$5M
❑ Less than 1 year U Less than$500K
❑ DBE 0 1-3 years ❑ $500K-$1M
D Non-DBE ❑ 4-7 years ❑ $1-$2M
❑ 8-10 years ❑ $2-$5M
❑ More than 10 yrs. IJ More than$5M
❑ Less than 1 year ❑ Less than$500K
❑ DBE [-1 ' 1-3 years ❑ $500K-$1M
❑ Non-DBE ❑ 4-7 years ❑ $142M
❑ 8-10 years FI $2-$5M
❑ More than 10 yrs. ❑ More than$5M
❑ Less than 1 year ❑ Less than$500K
❑ DBE U 1-3 years f] $500K-$1M
D Non-DBE ❑ 4-7 years ❑ $1-$2M
17 8-10 years [.7 $2-$5M
❑ More than 10 yrs FI More than$5M
(Copy this form and submit with your original proposal if more space is needed.)
(This form must be completed and submitted with the Proposal.)
2013 PROPOSAL-23
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
SAFETY PLAN COMPLIANCE DOCUMENT (SPCD) CERTIFICATION
Project Location: ((►2A-ab4e- 4 '%e Lck i rp0v-f — -Fi S�%Urs SS I aA
Project Name: _Virg'e l A E I ecAn' ca Va"G-{- {2.e ,b i 1.4.-1;Ov%
Contractor's Official Name:7aCAPe($h t
Contact Person: _ e3E4M QS F'- i<ir'1!�J Telephone: /0/
Street Address: l II 1...►�e!±!i Lane
City:-Bolr"ye LA State: zip: 153 0!1
Certification Statement:
I certify that I have read the Construction Safety and Phasing Plan(CSPP)included in the Contract
Documents and if awarded this Contract,I will abide by its requirements as written.
I certify that I have read the Safety Plan Compliance Document(SPCD)included in the Contract
Documents and if awarded this Contract,I will abide by its retire
ents as written;
I certify that I will provide the information required in the SPor to the tart of construction work,if
awarded this Contract, and that I will provide any additional ition req ested by the Owner.
ar^,eS in
Printed Name of Signer Signa 8VVV
f
Title Date
END OF PROPOSAL
2013 PROPOSAL-24
J
l
THE AMERICAN INSTITUTE OF ARCHITECTS
AIA Document A310
BID BOND
KNOW ALL MEN BY THESE PRESENTS, that we, BASELINE-KING CORP., 111 Liberty
Street, Barneveld, NY 13304, as Principal, hereinafter called the Principal, and THE OHIO
CASUALTY INSURANCE COMPANY, organized under the laws of the State of New
Hampshire, licensed to do business in the State of New York, as Surety, hereinafter called the
Surety, are held and firmly bound unto ' TOWN OF SOUTHOLD, 53095 Route 25, Southold
NY 11971 as Obligee, hereinafter called the Obligee, in the sum of Jive Per Cent (5%) of
the Amount Bid ($ -------- ), for the payment of which sum well and truly to be made, the
said Principal and the said Surety,bind ourselves, our heirs, executors, administrators, successors
and assigns,jointly and severally, firmly by these presents.
WHEREAS,the Principal has submitted a bid for: Airfield Vault Rehabilitation
NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall
enter,into a Contract with the Obligee in accordance with the terms of such bid, and give such
bond or bonds as may be specified in the bidding 'or Contract Documents with good and
sufficient surety for the faithful performance of such Contract and for the prompt payment of
labor and material furnished in the prosecution thereof, or in the event of failure of the Principal
to enter into such-Contract and give such bond or bonds, if the Principal shall pay the Obligee the
difference not to exceed the penalty hereof between the amount specified in said bid and such
larger amount for which the Obligee may in.good faith contract with another party to perform the
work covered by said bid, then this obligation shall be null and void, otherwise remain in full
force and effect.
Signed and sealed this 21St day of May A. . 20,19.
Basel -KinR Cod.
(Princip ) (Seal)
By:
James Ki , Pei "n
The Ohio Ca ual Insurance Qf om an
(Surety) (Seal)
Raymond L Suatoni Attorney-in-Fact
AIA DOCUMENT A310•BID BOND•FEBRUARY 1970 ED.
BS-1k57
Y
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
STATEMENT OF SURETY'S INTENT
TO: Town of Southfold
We have reviewed the bid of Baseline King Corp.
(Contractor)
-of 111 Liberty St., Barneveld NY 13304
(Address)
for the Airfield Electric Vault Rehabilitation
project for which bids will be received on: May 30,2019
(Bid Opening Date)
and wish to advise that should this Bid of the Contractor be accepted and the Contract awarded to him,it
is our present intention to become surety on the performance bond and labor and material bond required
by the Contract.
Any arrangement for the bonds required by the Contract is a matter between the Contractor and ourselves
and we assure no liability to you or third parties if for any reason we do not execute the requisite bonds.
We are duly authorized to do business in the State of New York..
ATTEST: The Ohio Casualty Insurance Company
Surety's Authorized Signatures)
Raymond L Suatoni, Attorney-in-fact
(Corporate seal,if any.If no seal,write"No Seal"across this place and sign.)
ATTACH PROPOSAL GUARANTEE
ATTACH POWER OF ATTORNEY
(This form must be complete and submitted with the Proposal.
Copies of this form may be filled out and attached to this page.)
2013 PROPOSAL-17
CORPORATE ACKNOWLEDGMENT
State of New York
County of hn
On the Z� day of 'r I"` 2019 ,before me personally came_James King to me known
ng by me
who beiduly sworn, d1d depose and say; that he is_President_of the Baseline Kine Corp.
the Corporation described in and which executed the above instrument; that he knows the seal of such
said corporation;that the seal affixed to the instrument is such corporate seal that it was so affixed by order
of the Board of Directors of the said corporation, and he signed his name thereto by like order.
Notary
ANTHONY ZAIbIV.IELLO
SURETY ACKNOWLEDGMENT Notary Public,State of York
I;egistra<<cn No..OIZA614614 3424
Quaiifled in Oneida County o Z�
State of New York Corr.mission expires April 10,
County of Onondaga
On the 21S` day of May 2019, before me a Notary Public in and for the said County and State,
residing therein, duly commissioned and sworn, personally appeared Raymond L Suatoni
known to me to be the—Attorney-in-Fact of the The Ohio Casualty Insurance Company I the
corporation described in and that executed the within and foregoing instrument and known to me to be the
person who executed the said instrument in behalf of the said corporation, and he duly acknowledged to me
that such corporation executed the same.
IN WITNESS THEREOF,I have hereunto set my hand and affixed my official seal,the day and year stated
in this certificate above.
Notary Public
DEBORAH SUATONI
Lic #01SU4934873
(Votary Public.Slate of Newyork
QualNfled in Onondaga County
Aly commission Expires JUNE 20,20�
This Power of Attorney limits the acts of those named herein,and they have no authority to
10� bind the Company except in the manner and to the extent herein stated.
Liberty Liberty Mutual Insurance Company
mutuil® The Ohio Casualty Insurance Company Certificate No 8200103-983576
SURETY West American Insurance Company
POWER OF ATTORNEY
KNOWN ALL PERSONS BY THESE PRESENTS:That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire,that
Liberty Mutual Insurance Company Is a corporation duly organized under the laws of the State of Massachusetts,and West American Insurance Company is a corporation duly organized
under the laws of the State of Indiana(herein collectively called the"Companies"),pursuant to and by authority herein set forth,does hereby name,constitute and appoint, Ramon A
Dunlop,Robert D Gallager,David L Mehlbaum,Raymond L Suatom,Deborah A Suatom
all of the city of Syracuse state of NY each Individually if there be more than one named,Its true and lawful attorney-in-fact to make,
execute,seal,acknowledge and deliver,for and on Its behalf as surety and as Its act and deed,any and all undertakings,bonds,recognizances and other surety obligations,to pursuance
of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper
persons
IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed
thereto this 12th day of December , 2018
Liberty Mutual Insurance Company
P�1NSU� p�SY INS& 0 1NSURq The Ohio Casualty Insurance Company
4°aPOq+fa*o� Qy`��4°pi0���y� X% POiL+ra��� West American Insurance Company
ca
7 = 1912 e e 1919 ul 1991 n
aatt�
Ay 1 o
YdJ1 SSS°HUbda y�yy&AM4
N ti�`��O `t �N°IANP a� r '!'•'
8�) * *� �h'1 ,a *fid s�'M * ��d By: v—i
1� David M Carey,Assistant Secretary
-M State of PENNSYLVANIA -,
�
County of MONTGOMERY ss
CUrn
r� a) On this 12th day of December , 2018 before me personally appeared David M Carey,who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance o
O Company,The Ohio Casualty Company,and West American Insurance Company,and that he,as such,being authorized so to do,execute the foregoing instrument for the purposes—
a) > therein contained by signing on behalf of the corporations by himself as a duly authonzed officer LU
IN WITNESS WHEREOF,I have hereunto subscnbed my name and affixed my notarial seal at King of Prussia,Pennsylvania,on the day and year first above written a) Q
_-a
O Q�yaONw SAF( COMMONWEALTH OF PENNSYLVANIA O
i AW o 7 Notarial Seel Q a
O O OF
Teresa Pestelia,Notary Public t2� E�/ O co
O co
Upper Merlon7Wp.,Montgomery County By: N
(a p My Commission Expires March 28,2021 3: E
a 'L�q Lv �4 Member,Pennsylvania Association or Notaries Teresa Pastella,Notary Public a o
co ay PV- to 0
This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual
o.� Insurance Company,and West American Insurance Company which resolutions are now In full force and effect reading as follows o ami
aa)
ARTICLE IV-OFFICERS:Section 12 Power of Attorney - 3:
Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation-as the Chairman or the s
-o President may prescribe,shall appoint such attomeys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal,acknowledge and deliver as surety >o
W � any and all undertakings,bonds,recognizances and other surety obligations Such attomeys-in-fact,subject to the limitations set forth in their respective powers of attorney,shall'N
a) have full power to bind the Corporation by their signature and execution of any such Instruments and to attach thereto the seal of the Corporabon When so executed,such "-•c°
Zinstruments shall be as binding as if signed by the President and attested to by the Secretary Any power or authority granted to any representative or attomey-In-fact under the E C')
provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority o 6
ARTICLE XIII-Execution of Contracts:Section 5 Surety Bonds and Undertakings 0—
Any
rAny officer of the Company authorized for that purpose in writing by the chairman or the president,and subject to such limitations as the chairman or the president may prescribe, 1-0-
shall appoint such attomeys-in-fact,as may be necessary to act In behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,
bonds,recognizances and other surety obligations.Such attomeys-In-fact subject to the limitations set forth In their respective powers of attorney,shall have full power to bind the
Company by their signature and execution of any such instruments and to attach thereto the seal of the Company When so executed such instruments shall be as binding as if
signed by the president and attested by the secretary
Certificate of Designation-The President of the Company,acting pursuant to the Bylaws of the Company,authorizes David M Carey,Assistant Secretary to appoint such attomeys-In-
fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety
obligations
Authorization-By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the
Company,wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with
the same force and effect as though manually affixed
I,Renee C Llewellyn,the undersigned,Assistant Secretary,The Ohio Casualty Insurance Company,Liberty Mutual Insurance Company,and West American Insurance Company do
hereby certify that the original power of attorney of which the foregoing is a full,true and correct copy of the Power of Attorney executed by said Companies,is in full force and effect and
has not been revoked
IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this 21 day of May 2019
1NSUp- �Z`f INS& 1N81/
J 2°°�o�TQy�c4 cJr4°aPo�T�'PgZ� `GP4°it 0 C,
¢ 3 o F
n
m
r ; 191y� yy1919po Q 1991 o B
Yd�SSA CHUS da O ryr/AMPSa�?a � �NDIANP a� Y'
&h * ria �jyl * *Nd s�M * Edd Renee C Llewellyn,Assistant Secretary
LMS-12873 LMIC OCIC WAIC Multi Co 062018
a
Libelrty THE OHIO CASUALTY INSURANCE COMPANY
MLitLial° FINANCIAL STATEMENT—DECEMBER 31,2018
SURETY
Assets Liabilities
Cash and Bank Deposits........................................ $27,563,429 Unearned Premiums..............................................$1,256,228,712
*Bonds—U.S Government..................................... 940,660,362 Reserve for Claims and Claims Expense................. 3,226,433,493
*Other Bonds............................................................ 3,623,569,008 Funds Held Under Reinsurance Treaties................. 0
Reserve for Dividends to Policyholders.................. 177,845
*Stocks..................................................................... 200,025,020 Additional Statutory Reserve.................................. 0
Real Estate............................................................ 22,377,101 Reserve for Commissions,Taxes and
Agents'Balances or Uncollected Premiums.......... 736,799,365 Other Liabilities................................................ 183,314,652
Accrued Interest and Rents..................................... 32,498,402 Total.................................................................$4,666,154,702
Other Admitted Assets............................................ 913,068,650 Special Surplus Funds................. $ 6,897,373
Capital Stock............................. 4,500,000
Paid in Surplus........................... 738,183,897
Unassigned Surplus..................... 1,080,825,369
Total Admitted Assets..................................... Sfi.49fi.5fi17 Surplus to Policyholders................................ 1,830,406,639
Total Liabilities and Surplus................................ 49fi.5fi1.341
ITyJP�`APO/w
* Bonds are stated at amortized or investment value;Stocks at Association Market Values.
1919 3 The foregoing financial information is taken from The Ohio Casualty Insurance Company's financial
�yHAMPS�\! statement filed with the state of Ohio Department of Insurance.
1,TIM MIKOLAJEWSKI,Assistant Secretary of The Ohio Casualty Insurance Company,do hereby certify that the foregoing is a true,and
correct statement of the Assets and Liabilities of said Corporation,as of December 31,2018,to the best of my knowledge and belief.
IN WITNESS WHEREOF,I have hereunto set my hand and affixed the seal of said Corporation at Seattle,Washington,this 22nd day of
March,2019
Assistant Secretary
S-12620CIC/a 3/19
FISHERS ISLAND FERRY DISTRICT-TOWN OF SOUTHOLD
Airfield Electrical Vault Rehabilitation Project
PLAN HOLDERS LIST UPDATED 5/28/19
ADVERTISE:May 1,2019
BIDS DUE May 30,2019 AT 2:00 PM
PRE-BID MEETING:NONE
LAST DAY FOR INQUIRIES:5.28.19
COMPANY NAME CONTACT NAME ADDRESS TELEPHONE FAX EMAILADDRESS SENT RECEIVED? DATE NOTES
NUMBER NUMBER SITE INFO?
75 ORVILLE DRIVE,SU1TE•1; • g 1
1 HINCXELECTRIC BARBARAMCG[VNEY = 682.277-7700 ;,6:581x277-7888 barbas.mcgivneVfr�hinckelectnccom `--"dES. rEs, ~".513/2039• _:°NpT;BiDDING
„x
BOHEMIA,NY 11716 --"3 -
,
:4
-,<
4 VICTORY DRIVE PO
2 KORO UTILITY CONSTRUCTION 8-2255
GROUP,INC. EXT 10
REBECCA CURTIS BOX 578
EXT 102 508-888-2224 rebeccaCEDkoboutility com YES YES
SANDWICH,MA 02563
3 O'GONNELLs' 3
NOT BIDDING;
PO B-
4 BD.Electric.NY,ltC ChrlsiaFleche° Fishersls[arid;New York. CFv+s�bdnusa.corii" r ves 5/13/2019 N®T,BtDDtNG"+
06390:.
s EATON Crouse-Hinds Klrri Pelletier=a L t200 Genneay Road IV✓wsw cT osis NOT BIDDING-
/ TeL 860.683:4371 Fax assszi3mo,kimoelletier(rDeaton.com.• rEs Yes- s/2.0/2019
Supplier
6 Baseline King Corp TINA DORRANCE 111 Liberty Lane
Barneveld,NY 13304 (315)896-6106 baselinekinOcomCrDgmail com YES YES 5/16/2019
7
Page 1 o(1
C&S Companies
499 Col. Eileen Col. Blvd
COTS Syracuse NY 13210
COMPANIES0
p: (315)455-2000
f: (315)455-9667
RECEIVED WWW.cscos.com
May 1, 2019 MAY - 3 2019
Gordon Murphy
Town of Southold Southold Town Clerk
c/o Fishers Island Ferry District
P.O. Box 607
Fisher's Island, NY 06390
Re: Elizabeth Field Airport(0138); Airfield Electrical Vault Rehabilitation Project
FAA AIP No. 3-36-0029-022-2018; NYSDOT No. 0913.23
Final Bid Documents
File: 211.018.001
Dear Mr. Murphy:
Enclosed are two (2) copies of the following documents for the subject project:
1. Contract Drawings
2. Contract Specifications
3. Engineer's Estimate
We are also submitting copies of these documents to the Federal Aviation Administration and New
York State Department of Transportation.
The following dates for the advertisement and receipt of bids have been established:
• 5/01/19: Advertise Project(*)
• 5/30/19: Receive Bids
(*)C&S is administering the distribution of contract documents electronically(PDF Format).
If you have any questions, please do not hesitate to contact our office.
Very truly yours,
C&S ENGINEERS, INC.
Thomas J. Horth, P.E.
Principal Engineer
Enclosures
cc: Ms.Elizabeth Neville,MMC, Southold Town Clerk(w/2 copies of bid documents)
Mr.Usman Noor,FAA NYADO (w/l copy of bid documents)
Mr. Gerardo Mendoza,NYSDOT Aviation Bureau
h,
Summary Estimate of Probable Construction Costs CBS
Project: Elizabeth Field Airport COMPANIES
Airfield Electrical Vault Rehabilitation
Prepared By. C&S Companies Scope- 100%Submission
Date. 5/1/2019
C&S File No 211
Description Total Cost
.r s',=�,y;y -,^;�.....,:-°;t�^^„^�^gym,.•:,�Y..--�*.'-.�-�-�„rq'P,-. .;,�.,..s...,.-. - m.,,x.,,,.,z,
e ..1nStt? ,C^,"•,�` r'y'. e9`r z.F- K:T- ,.tom ,r;, '4"'","�,-."".'.`"„",d 4w. "^E7.re-,»
4.
.. ..�, ...wz x. '?:s. L” y.er .:.Y�,. ..svtm� ".�i• ,,.,�v, ip,..�.u,; - 9
Structural $4,000.00
Architectural $71,007.50
.. ;n '
ar+calGuristrrat n,.' 77
Mechanical $6,000.00
,
r:�-:�':
Electrical) $101,391.00
Mobilization: $7,200.00
Subtotal. $189,598.50
UtilityAllowance: $20,000.00
17 T
B-1 Base Bid: $137,999.00
ALG-1 Utility Allowance: $20,000.00
AD-1 Airfield Lighting Controls- $25,000.00
AD-2 Misc.Airfield Lighting Control Equip- $27,001.00
TOTAL: $210,000.00
r`
RESOLUTION 2018-958
ADOPTED, DOC ID: 14606
THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2018-958 WAS
ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON
NOVEMBER 7, 2018:
RESOLVED the Town Board of the Town of Southold authorizes the acceptance of a
grant offer from the New York State Department of Transportation(NYSDOT) for work at the
Elizabeth Field Airport described as, Prepare On& Off Airport Obstruction Study, PIN 0913.21:,
Rehabilitate Electrical_ -Vault, etc,PIN 09-13.22-and Rehabilitate existing_Airport Entrance Access
Road, PIN 0913.23
WHEREAS, the NYSDOT has offered a matching grant to the federal grants 3-36-0029-
021-2018; 3-36-0029-022-2018 ; 3-36-0029-023-2018 ; for the PINS above noted; and
WHEREAS, the Board of Commissioners of the Fishers Island Ferry District of the Town
of Southold desires to advance these Projects by committing funds for the local match, the
funding shares being:
PIN 0913.21 - Federal (FAA): $155,700; State $8,650; Local $8,650; and Total
$173,000;
`PIN-0913:22 - Federal-(FAA):$26;505;_State $1;473; Local $1,472; and Total-$29;450;
PIN 0913.23 - Federal (FAA): $35,577; State $1,977; Local $1,976; and Total $39,530;
WHEREAS, if the Board of Commissioners of the Fishers Island Ferry District of the
Town of Southold and/or-the FAA notifies the NYSDOT that the Town of Southold has
requested and received an increase in Federal funding for the Project based on increased eligible
costs,the State share noted above shall be increased proportionately up to a maximum increase
of 15%.
RESOLVED, that the Board of Commissioners of the Fishers Island Ferry District and
the Town Board of the Town of Southold hereby approves the above subject Project; and it is
hereby further;
RESOLVED,that a Certified copy of this Resolution be filed with the New York State
Commissioner of Transportation by attaching it to any necessary Agreement in connection with
the Project;
Elizabeth A. Neville
Southold Town Clerk
Resolution 2018-958 Board Meeting,of November 7, 2018
RESULT: ADOPTED [UNANIMOUS]
MOVER: Robert Ghosio, Councilman
SECONDER:Louisa P. Evans, Justice
AYES: Dinizio Jr, Ruland, Doherty, Ghosio, Evans, Russell
Updated: 11/8/2018 8:46 AM by Lynda Rudder Page 2
Neville, Elizabeth
From: Neville, Elizabeth
Sent: Tuesday,April 30, 2019 10:50 AM
To: 'Gordon Murphy'
Subject: RE: FI Ferry -Airport
Thank you, Gordon.
From: Gordon Murphy [mailto:gmurohyCa�fifer[y.com]
Sent: Tuesday, April 30, 2019 10:13 AM
To: Neville, Elizabeth; Thomas Horth (thorth(&cscos.com)
Cc: Dinizio, James; Doherty, Jill; Evans, Louisa; Ghosio, Bob; Ruland, William; Russell, Scott
Subject: RE: FI Ferry -Airport
Betty,
Thank you very much. As noted below I will reach out to Bill and develop a process that we can use going forward.
Gordon
From: Neville, Elizabeth [mailto:E.Neville@town.southold.ny.us]
Sent:Tuesday, April 30, 2019 9:54 AM
To: Gordon Murphy<gmurphy@fiferry.com>;Thomas Horth (thorth@cscos.com)<thorthCc@cscos.com>
Cc: Dinizio,James<iames.dinizio@town.southold.ny.us>; Doherty,,Jill <fill.doherty@town.southold.ny.us>; Evans, Louisa
<louisae@southoldtownny.gov>; Ghosio, Bob<bob.ghosio@town.southold.nv.us>; Ruland,William
<williamr@southoldtownny.gov>; Russell,Scott<scottr@southoldtownny.gov>
Subject: RE: FI Ferry-Airport
Good Morning Gordon,
I already have the FIFD resolutions which you attached. Yes,that is a good idea to work with the Town Attorney to
develop all of the necessary resolutions as these are all agreements and contracts. I did get the Legal Notice to the
newspapers yesterday. I spoke with Supervisor Russell and he agreed that I should get the notice to the newspapers for
publication this week and that the resolution authorizing it can be put on the next Town Board meeting.
Elizabeth A. Neville, MMC
Southold Town Clerk,Registrar of Vital Statistics
Records Management Officer;FOIL Officer
Marriage Officer
PO Box 1179
Southold,NY 11971
Tel.631765-1800,Ext.228
Fax 631765-6145
Cell 631466-6064
From: Gordon Murphy [mailto:gmurphy(0ifer[y.com]
Sent: Tuesday, April 30, 2019 8:55 AM
To: Neville, Elizabeth
1
Cc: Thomas Horth (thorth(&cscos.com)
Subject: FI Ferry-Airport
Betty,
Attached please find the resolutions authorizing the Electrical Vault work at the airport. The resolutions do not specify
advertising as for the airport work it hasn't been done in the past as these projects have to follow General Municipal
Law. I am going to work with the TA's office to see if we can develop a single resolution authorizing professional
services (design/bidding), advertising, awarding the project to apparent low bidder(contingent upon receipt of AIP
grant) and submission of final FAA grant application.
Please let me know if the attached is sufficient.
Gordon
Gordon S. Murphy
Assistant Manager
+1 631 788 7463—Ext. 201
gmurphy@fiferry.com
www.fiferry.com
www.facebook.com/FisherslslandFerryDistrict
THIS DOCUMENT IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHOM IT IS ADDRESSED AND MAY CONTAIN
INFORMATION THAT IS PRIVILEGED AND CONFIDENTIAL, OR THAT CONSTITUTES WORK PRODUCT AND IS EXEMPT FROM
DISCLOSURE UNDER APPLICABLE LAW. IF YOU ARE NOT THE INTENDED RECIPIENT, YOU ARE HEREBY NOTIFIED THAT ANY USE,
DISSEMINATION, DISTRIBUTION, OR COPYING OF THE COMMUNICATION IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS
COMMUNICATION IN ERROR, PLEASE NOTIFY US BY TELEPHONE 631-788-7463 AND DESTROY THE DOCUMENT.THANK YOU.
ATTENTION: This email came from an external source. Do not open attachments or click on links from
unknown senders or unexpected emails.
2
,l
RESOLUTION 2018-224
ADOPTED DOC ID: 13892
THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2018-224 WAS
e
ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON
FEBRUARY 27, 2018:
RESOLVED that the Town Board of the Town of Southold hereby replaces the Procurement
Policy adopted by Resolution No. 39 of May 18,' 2010, and amended by Resolution No. 808 of
October 5,2010,with the following, to be effective March 1, 2018:
TOWN OF SOUTHOLD PROCUREMENT POLICY
Every prospective purchase of goods or services shall be evaluated to determine the
applicability of General Municipal Law, Section 103. Every Town officer, board, department
head or other personnel with the requisite purchasing authority (hereinafter"Purchaser") shall
estimate the cumulative amount of the items of supply or equipment needed in a given fiscal
year. That estimate shall include the canvass of other Town departments and past history to
determine the likely yearly value of the commodity to be acquired. Upon request, the -
Comptroller can calculate the cumulative amount of a particular commodity needed by all Town
departments based on past history. If the cumulative amounts exceed competitive bidding
thresholds, then the purchase must be contracted through the bidding process. The information
gathered and conclusions reached shall be documented and kept with the file or other
documentation supporting the purchase activity. Purchasing activities are'to be conducted in a
manner that is in accordance with law, in the best interests of the Town, avoids favoritism,
wastefulness, extravagance, fraud and corruption, and fosters honest competition to obtain the
greatest economic benefit for every tax dollar expended. No anticipated contract or purchase
shall be subdivided or structured with the intention'of avoiding this Procurement Policy.
2 All purchases of(a) supplies or equipment which will exceed$20,000.00 in the fiscal
year or(b)public works contracts over$35,000.00 shall be formally bid pursuant to
General Municipal Law, Section 103.
3. All estimated purchases of:
Less than $20,000.00 but greater or equal to $12,000.00 require a written request
for quote("RFQ") and written/fax quotes from 3 vendors.
Less than $12,000:00 but greater or equal to $5,000.00 require a written RFQ for
the goods and written/fax quotes from 2 vendors.
Less than$5,000.00 but greater or equal to $2,500.0 requires verbal quotes for
the goods from 2 vendors. These verbal quotes must be documented by the
department purchasing said goods.
Less than $2,500.00 are left to the discretion of the Purchaser, but written/fax
quotes are preferred.
All estimated public works or service contracts of:
Less than $35,000.00 but greater'or equal to $20,000.00 requires written
a
Resolution 2018-224 Board Meeting of February 27, 2018
fax/proposals from 3 contractors.
Less than $20,000.00 but greater or equal to $10,000.00 requires written
fax/proposals from 2 contractors.
Less than $10,000.00 but greater or equal to $5,000.00 requires verbal quotes
from 2 contractors. These verbal quotes must be documented by the department
soliciting the quotes.
Less than $5,000.00 are left to the discretion of the Purchaser but written/fax
quotes are preferred.
All prospective purchasers of professional services of.
Greater than$35,000 requires a formal, competitive Request for Proposal
("RFP"), which shall be evaluated based upon qualitative factors and quantitative
factors, as set forth in said RFP.
Less than $35,000.00 but greater or equal to $25,000.00 requires a written RFQ
and statement of qualifications'from 3 vendors.
Less than $25,000.00 but greater or equal to $10,000.00 requires a written RFQ
and statement of qualifications from 2 vendors.
Less than $10,000.00 are left to the discretion of the,Purchaser, but written/fax
quotes and statement of qualifications is preferred.
Any written request for quotes/prices shall describe the desired goods, quantity and the
particulars of delivery. The Purchaser shall memorialize the name and address of'all
vendors from whom written/fax quotes have been requested and the written/fax quotes
offered on a Proposal Quotation Form.
4. All Proposal Quotation Forms shall be date stamped and shall be,kept confidential
until the purchase order is signed and returned to the department. Until that time,
no employee shall discuss any price quote with the prospective vendor or contractor.
A copy of the Proposal Quotation Form and any written proposals shall be attached
to the purchase order before it is submitted,to the Accounting Department. All
information gathered in complying with the procedures of this item shall be
preserved and filed with the documentation supporting the subsequent purchase or
public works contract.
5. The purchase, public works or service contract shall be awarded for the proposal or quote
submitted by the lowest responsible bidder. The responsibility of the bidder is to be
determined at the discretion of the Town Board or department head and is based not
solely on qualifications or experience but accountability and reliability. However, the
Purchaser may award such contract to a bidder, other than the lowest responsible bidder,
where such bidder maintains a principal place of business located within the Town of.
Southold, or sells the contracted for supplies, material, or equipment manufactured and
located within the Town of Southold, and submits a bid not exceeding ten percent 00%)
more than-the otherwise lowest responsible bidder.
The Purchaser may award the purchase or contract to a bidder, other than the lowest
responsible bidder,where such bidder maintains a principal place of business located
within the County of Suffolk or sells the contracted for supplies, material, or equipment
manufactured and located within the County of Suffolk, and submits a bid not exceeding
Updated: 2/27/2018 3:33 PM by Lynda Rudder Page 2
t
V
Resolution 2018-224 Board Meeting of February 27, 2018
five percent(5%)more than the lowest responsible bidder.
For the purpose of this Policy, the terms "located within the Town of Southold" and
"located within the County of Suffolk" shall mean having a principal place of business
physically located within the geographical boundaries of the Town or the County as
applicable. In the case of an individual, partnership, association, or proprietorship, it
shall mean having an office fi•om which at least a majority of the employees are assigned
and at which at least a majority of the employees work. In the case of a corporation, it
shall mean having its principal place of business from which the president or chief
executive officer operates on a regular and consistent basis, and the address so designated
on its certificate of incorporation, located within the Town or the County, as applicable.
6. Prior to disbursement of any payment under an approved contract, the Town
Attorney's Office must possess a copy of the fully executed contract as well as
documentation of required insurance and contract security/performance bond.
7. Change Orders to Awarded Contracts: If, during the term of a`contract, it is ,
determined that additional work needs to be performed or goods are needed to be
purchased,which would increase the original contract amount, a formal change
order must be in place. This applies to all contracts subject to General Municipal
Law Section 103 (competitive bidding).
.When a change order to a contract results in an aggregate increase of$2,500 over
the-original contract award, then the following procedures apply:
(a) a Public Contract Change Order Approval Form must be completed and
signed by the Department Head and must be accompanied by a detailed
explanation of why the change is needed and also accompanied by a
change order proposal from the contractor (these documents must be
forwarded to the Comptroller's Office); and
(b) the change order must be approved by the Comptroller's Office and the
Town Attorney's Office, and once approval has been granted, the
Department must prepare a Town Board resolution requesting authorization
for the change from the Board. Only after all of these procedures have been
completed and approvals granted, can the contractor go forward with the
additional work.
8. A good faith effort shall be made to obtain the required number of proposals or
quotations. If the Purchaser is unable to obtain the required number of proposals
or quotations,the Purchaser shall document the attempt made at obtaining the
proposal on the Proposal Quotation Form. In no event shall the inability to obtain
the proposals or quotes be a bar to the procurement.
9. Except when directed by the Town Board, no solicitation of written proposals or
quotations shall be required under the following circumstances:
(a) Public works contracts in cases of public emergencies arising out of an accident
or unforeseen condition or occurrence that threatens curtailment or termination of
Updated: 2/27/2018 3:33 PM by Lynda Rudder- Page 3
t
Resolution 2018-224 Board Meeting of February 27, 2018
an essential service to the public, or a dangerous condition develops affecting the
life, health, safety or property of the Town or its inhabitants. The situation must
require immediate attention which cannot await competitive bidding.
(b) Sole source situations.
(c) Goods purchased fi•om another governmental agency.
(d) Goods purchased under a State, County, Federal or other-municipal contract.
The underlying contract must be let in a manner that constitutes competitive
bidding consistent with state law, and made available for use by other
governmental entities.
(e) Goods purchased at auction.
(f) Purchases fi•om NYS Preferred Sources.
(g) Goods purchased for less than $2,500.00
(h) Public Works contracts for less than $5,000.00.
10. A properly executed purchase order is required prior to payment for all purchases.
With the exception of the following items, neither goods nor set-vices are to be ordered
without first obtaining a purchase order signed by the Department Head and the
Supervisor:
(1) Rental payments for Leases approved by formal Town Board resolution
(attach a copy of the adopted Town Board resolution to the voucher).
(2) Specific purchases approved by formal Town Board resolution (attach a copy
of the adopted Town Board resolution to the voucher) which mi_eht include
bid awards. However, a Purchase Order is required for specific purchases
made under "blanket" bid awards such as annual food needs, uniforms, and
laundry services.
(3) Construction contracts approved by formal Town Board resolution (attach a
copy of the adopted Town Board resolution to the voucher).
(4) Petty cash purchases.
(5) Travel expenses (mileage, tolls, meals, ferry or train expenses, etc.).
(6) Meeting and seminar reizistration fees (attach a copy of the adopted Town
Board resolution to the voucher).
(7) Legal notices.
(8) Utility payments.
11- This Policy shall be reviewed annually by the Town Board at its organizational meeting
or as soon thereafter as is reasonably practicable.
��w'1
Elizabeth A. Neville
Southold Town Clerk
RESULT: ADOPTED [UNANIMOUS]
MOVER: William P. Ruland, Councilman
SECONDER:Louisa P. Evans, Justice
AYES: Dinizio Jr, Ruland, Doherty, Ghosio, Evans, Russell
Updated: 2/27/2018 3.33 PM by Lynda Rudder Page 4
r
RESOLUTION 2014-157
ADOPTED DOC ID: 9523
THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO.2014-157 WAS
ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON
JANUARY 28,2014:
WHEREAS, Section 103 of the General Municipal Law as recently amended allows a
municipality to purchase devices,materials,equipment and supplies and to contract for services
related to the installation,maintenance or repair of such items through"piggybacking"on a
contract awarded by other govermnental entities following a competitive bidding process to the
lowest responsible bidder or on the basis of best value, and
WHEREAS,the Town Board of the'rown of Southold would like to provide for greater
flexibility in the purchasing process by permitting the award of Town contracts on the basis of
best value upon consideration of quality,cost and efficiency, now,therefore, be it
RESOLVED that the Town Board of the Town of Southold hereby authorizes the awarding'of
contracts based on best value in accordance with Section 103 of the General Municipal Law and
directs the Town Comptroller to amend the Procurement Policy accordingly.
Elizabeth A. Neville
Southold Town Clerk
RESULT: ADOPTED (UNANIMOUS]
MOVER: Jill Doherty, Councilwoman
SECONDER:William P. Ruland, Councilman.
AYES: Ghosio,Dinizio Jr, Ruland, Doherty, Evans, Russell
r
S CO`Yf A' RUSSELL 4` X� j `luwn Hall, 5:3095 Rouec 25
SUPERVISOR � �r P.O. Box 3179
c Southold,Now York 11971-09ci9
Fax(631) 765-1823
Telephone(631)765-1889
OFFICE OF THE SUPERVISOR
TOWN OF souTH Le�i)
ryp
TOWN OF SOUTHOLD PR0C'I 1;�f+�M ANT POLICY
1. Every prospective purchase of goods or services shall be evaluated to determine the
applicability of General Municipal Law, Section 103, F.very Town ofiieer, boar(],department
head or other personnel with the requisite purchasing authority (hereinafter"Purchaser")shall
estimate the cumulative amount of the itenis of supply or equipment needed.in a given fiscal
year. That estimate shall include the canvass of other Town departments and past history to
determine the likely yearly value of the commodity to be acquired. iJpon request, the
Comptroller can calculate the cumulative amount of a particular-commodity needed by all Town
departments based on past history. If the cumulative amounts exceed competitive bidding
thresholds, then the purchase must be contracted through the bidding process. The information
gathered and conclusions reached shall be documented and kept with the file or other
documentation supporting the purchase activity. N'o anticipated corntract•shall be subdivided or
structure(]with the intention of avoiding this Procurement Policy.
2. All purchases of(a)supplies or equipment which will exceed$10,000.00 in the fiscal
,Year or (b)public works contracts over$35,000.00 shall be formally bid pursuant to General
Municipal Law, Section 103.
3. All estimated purchases of:
4 Less than$10,000.00 but greater or equal to $3,000.00 require a written request for a
proposal ("RFP")and r,vritten/fxrx quotes from 3 vendors.
Less than$3,000.00 but greater or equal to $1.,000.00 require an oral request for the
goods and writtezi/fax quotes from 2 vendors.
Less than $1,000,00 are left to the discretion of the Purchaser,but written/fax quotes are
prefcrrod.
All estimated public works or service contracts of:
-1-
• Less than$35,000.00 but greater,or equal to $10,000.00 require a written RFP and
fax/proposals from 3 contractors.
•' Less`than$10,000.00 but greater or equal to$3;000.00 require a written RFP and
fax/proposals'from 2 contractors.
• Less than$3,000.00 but greater or equal to$1,000.00 are left to,the discretion of the
Purchaser but written/fax quotes are preferred.
Any written RFP shall describe the desired goods,quantity and the particulars of
delivery. The Purchaser shall memorialize the name and address of all vendors from whom
written/fax quotes have been requested and the written/fax quotes offered on a Proposal
Quotation Form.
4. All Proposal Quotation Forms shall be date stamped and shall be kept confidential until
the purchase order is signed and returned to the department. Until that time no employee shall
discuss any price quote with the prospective vendor or contractor. A copy of the Proposal
Quotation Form and any written proposals shall be attached to the purchase order before it is
submitted to the Accounting Department. All information gathered in complying with the
procedures of this item shall be preserved and filed with the documentdtion supporting the
subsequent purchase or public works contraef '
5. The purchase,public works or service contract shall be awarded for the proposal or quote
submitted by the lowest responsible bidder. The responsibility of the bidder is to be determined
at the discretion of the Town Board'of department head and,is based not solely on qualifications
or experience but accountability and reliability. However, the Purchaser may award'such'
contract to a bidder,other than the lowest responsible bidder,where such bidder maintains a'
principal place of business located within the Town of Southold, or sells the contracted for
supplies,material,or equipment manufactured and located within the Town of Southold, and
submits a bid not exceeding ten percent(10%)more than the otherwise lowest responsible
bidder.
The Purchaser may award the purchase or'contract to a bidder, other than the lowest
responsible bidder,where such bidder maintains a principal place of business located within the
County of Suffolk of sells the contracted for supplies, material, or equipment manufactured and
located within the County of Suffolk,and submits a bid not exceeding five percent (5%)more
than the lowest responsible bidder.
-2-
For the purpose of this Policy,the terms"located within the Town of Southold"-and
"located within the County,of Suffolk" shall mean having a principal place of business
physically located within the geographical boundaries of the Town or the County as applicable.
In the case of an individual, partnership, association,or proprietorship, it shall mean having an
office fi•om which at least a majority of the employees are assigned and at which at least a
majority of the employees work. In the case of a corporation,it shall mean having its principal
place of business from which the president or chief executive officer operates on a regular and
consistent basis, and the address so designated on its certificate.of incorporation, located within
the'Town or the.County,as applicable.
Recent amendments to General Municipal Law Section 103 also allow the Purchaser
to "piggyback" onto contracts let,by the United States or any agency thereof,any state or
any other political subdivision or district therein for the purchase of apparatus,materials,
equipment and supplies and/or for the services related to the installation,maintenance or
-repair of those items if the contract was expressly made available for use by other
governmental entities and it was let in a manner that constitutes competitive bidding,
consistent with State law. Background information should be sought from the purchasing
governmental entities to verify compliance with these requirements.
In addition to awarding contracts to the lowest responsible bidder, the Purchaser
may award contracts based on "best value" upon consideration of quality, cost and
efficiency,rather than based solely on cost. Best value purchases are authorized pursuant
to Resolution 2014-157 of the Town Board, adopted on January 28,2014.
6. Prior to disbursement of any payment under an approved contract,the Town Attorney's
Office must possess a copy of the fully executed contract as well as documentation of required
insurance and contract security/performance bond.,
7. Change Orders to Awarded Contracts: If. during;the term of a contract,it is determined
that additional work needs to be performed or goods are needed to be purchased, which would
increase the original contract amount, a formal change order must be in place. This applies to all
contracts subject to General Municipal Law Section 103 (competitive bidding). When a change
order to•a contract results in an aggregate increase of$1,000 over the original contract award,
then the following procedures apply: (a) a Public Contract Change-Order Approval Form must
be completed and signed by the Department Head and must be accompanied by a detailed
-3-
7
H
explanation of why the change is needed and also accompanied by a change order proposal from
the contractor(these documents must be forwarded to the Comptroller's Office); and (b) the
change order must be approved by the Comptroller's Office and the']'own Attorney's Office,and
once approval has been granted,the Department must prepare a Town Board resolution
requesting authorization for the change from the Board. Only after all of these procedures have
been completed and approvals granted, can the contractor go forward with the additional work.
8. A good faith effort shall be made to obtain the required number of proposals or
quotations. If the Purchaser is unable to obtain the required number of proposals or quotations,
the Purchaser shall document the attempt made at obtaining the proposal on the Proposal
Quotation Form. In no event shall the inability to obtain the proposals or quotes be a bar to the
procurement.
9. Except when directed by the Town Board,no solicitation of written proposals or
quotations shall be required under the following circumstances:
(a) Public works contracts in cases of public emergencies arising out of an accident
or unforeseen condition or occurrence that threatens curtailment or termination of an essential
service to the public, or a dangerous condition develops affecting the life, health, safety or
property of the Town or its inhabitants, The situation must require immediate attention which
cannot await competitive bidding.
(b) Sole source situations.
(c) Goods purchased from another governmental agency.
(d) Goods purchased under a State or County contract.
(e) Goods purchased at auction.
(0 Goods purchased for less than$1,000.00.
(g) Public Works contracts for less than $1,000.00.
10. All prospective purchasers of professional services should obtain a written/fax estimate
and statement of qualifications from at least two sources except when otherwise directed by the
Town Board.
11. Neither goods not services are to be ordered without first obtaining a purchase order
signed by the Department Head and the Supervisor, with the exception of the following items:
a. Rental payments for Leases approved by formal Town Board resolution (attach a
copy of the adopted Town Board resolution to the voucher).
-4-
C
. s
b. Specific purchases approved by formal Town Board resolution(attach a copy of
the adopted Town Board resolution to the voucher)which might include bid
awards. However, a Purchase Order is required for specific purchases made
under"blanket"bid awards such as annual food needs, uniforms, and laundry
services.
C. Construction contracts approved by formal Town Board resolution(attach a copy
of the adopted Town Board resolution to the voucher).
d. Petty cash purchases.
e. Travel expenses (mileage,tolls, meals,ferry or train expenses, etc.)
£ Meeting and seminar registration fees (attach a copy of the adopted Town Board
resolution to the voucher).
g. Legal notices.
Invoices are not to be submitted for payment without a properly executed and signed
voucher and a copy of the relevant Purchase Order or Town Board resolution.
12. This Policy shall be reviewed annually by the Town Board at its organizational meeting
or as soon thereafter as is reasonably practicable.
-5- -
d\, y
Neville, Elizabeth
From: legal <legal@theday.com>
Sent: Tuesday, April 30, 2019 11:37 AM
To: Neville, Elizabeth
Subject: RE:AMENDED COPY Rehab Electirc Vault
Attachments: D83503-28180.docx
I have attached the proof of your ad, let me know if you have a PO or 10 nu bei,
Thanks!
Michelle Ruocco
Classified Sales Assistant l�
The Day Publishing
ma.ruocco theda om
860-701-4276
n
Na
From: Neville,µ lizabeth E.Neville town.southold.n .us> _ � � l
Sent: Monda , April 29, 2019 3:24 PM r/vwCt h ��
To: le als timesreview.com; legal <leeal@theday.com>
Subject:A ENDED COPY Rehab Electirc Vault10
IV'
��
Importance: High ® C--
Please replace the copy received by you at 2:06 PM today with this amended clean copy of the notice.
My apologies for the further correction of this notice.
Please confirm receipt and send new"Ad order" and "Ad Image".
Thank you.
Elizabeth A. Neville, MMC
Southold Town Clerk,Registrar of Vital Statistics
Records Management Officer;FOIL Officer
Marriage Officer
PO Box 1179
Southold,NY 11971
Tel.631765-1800,Ext.228
Fax 631765-6145
Cell 631466-6064
I
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47 Eugene O'Neill Drive
New London,CT 06320
860-442-2200
www.theday.com
Classified Advertising Proof
Order Number: d00823886
Elizabeth Neville
SOUTHOLD TOWN OF/TOWN CLERK
ATTN:TOWN CLERK
53095 MAIN ROAD
PO BOX 1179
SOUTHHOLD,NY 11971-0959
631-765-1800 A
Title:The Day I Class:Public Notices 010
Start date:5/2/2019 1 Stop date:5/2/2019
Insertions:1 I Lines:0 ag
Title:Day Website I Class:Public Notices 0 0
Start date:5/2/2019 1 Stop date:5/2/2019
Insertions: I I Lines:0 ag
i
A preview of your ad will appear between the solid lines
28180
LEGAL NOTICE
NOTICE TO BIDDERS
FOR THE CONSTRUCTION OF THE
/proposalsfor
RFIELD ELECTRICAL VAULT REHABILITATION PROJECT
AT
ELIZABETH FIELD AIRPORT
FISHERS ISLAND
TOWN OF SOUTHOLD,NEW YORK
Se ctionof the Airfield Electrical Vault Rehabilitation Contract will be received at the
wn Clerk's Office,53095 Route 25,Southold,New York 11971,until 2:00 P.M.,local time,May 30,2019,and there,
t said office,at said time,publicly opened and read aloud
This project involves minor rehabilitation of an existing 265 sq.ft.electrical vault,including replacing miscellaneous
airfield lighting equipment,minor interior and exterior structural and architectural repairs,installation of a new
interior shelving system for equipment,and Installation of new HVAC system.
The Contract Documents(consisting of the Advertisement,the Proposal,the Contract Form,and the Specifications)
and the Contract Drawings may be obtained only by downloading the documents from a OneDrive sharepomt site.Ac-
cess can be obtained by contacting Thomas Horth of C&S Engineers,Inc.at thorth@cscos.com where the Contractor's
name,contact name,address,telephone number,and email address will be recorded on the plan holders list.There is
no charge to download the contract documents and contract drawings Submitted proposals that were not recorded
on the plan holders list shall be considered non-responsive.
The legal notice may be viewed online at the Southold Town Website.wwwsoutholdtownny.go_v,under"Public andl
Legal Notices/Employment Opportunities".
Copies of the above described Contract Documents may be examined at no expense at the Town Clerk's Office,53095
Route 25,Southold,New York 11971;C&S Engineers,Inc,499 Col.Eileen Collins Boulevard,Syracuse,New York 13212,
and at the Fishers Island Ferry District Office on Fishers Island.
Bidders may inspect the property upon which the work is to occur.The property is located at the Elizabeth Fields
Airport,Fishers Island,New York,06390.Bidders most contact Gordon Murphy,Assistant Airport Manager,Fishers
Island Ferry District(Phone,(631)788-7463,ext.201)at least 24-hours in advance to coordinate site access Any
questions regarding this project may be directed to Thomas Horth,of C&S Engineers,Inc.in Syracuse,NY,at(315)
455.2000 or email thorth@cscos.com
Each proposal must be accompanied by a certified check or bid bond in the amount of five percent(5A)of the total
maximum proposal price(combination of base bid or alternate bid plus add-on items)for the contract in the form and
subject to the conditions provided in the Preparation of Proposal.
The Southold Town Board reserves the right to reject any and all bids and waive any and all informalities in any
bid should it be deemed in the best interest of the Town of Southold to do so.All bids must be signed and sealed'
in envelopes plainly marked"AIRFIELD ELECTRICAL VAULT REHABILITATION PROJECT AT THE ELIZABETH FIELD
AIRPORT"and submitted to the Town Clerk.
The bid price shall not include any tax,federal,state,or local,from which the Town of Southold is exempt
ELIZABETH A NEVILLE
SOUTHOLD TOWN CLERK
Total Order Price: $671.70
Please call your ad representative by 3PM today with any ad changes.
Salesperson: Michelle Ruocco I Printed on: 4/30/2019
Telephone: 860-701-4276 1 Fax: 860-442-5443
Email: Legal@theday.com theday.com
I
Times Review Media Group
P.O.130x 1500
Mattituck NY 11952
Phone:(6�1)298-3200
INVOICE/RECEIPT
Ad/Order#:0002344400 04/29/2019
SOUTHOLD TOWN Salesperson:LEGAL NOTICES T/R
BOARD-LGL 178826 Description:
PO BOX 1179 SOUTHOLD TOWN BOARD/LN,
SOUTHOLD NY 11971-0959 (631)765-4333
Phone:(631)765-4333 LYNDA.RUDDER@TOWN.SOUTHOLD.NY.US
Promo Code: Size: 1.02 x 10.03 Color: Total Weeks: 1
Product Category Classification Insertions Period
SUFFOLK TIMES CLASSIFIED LEGALCL LEGALS 05/02/19
Pricing Information: Sub Total: 53.58
Total Due: 53.58
Ad Taker:LEGAL NOTICES T/R
i
I
Times Review Media Group
P.O.Box, 1500
Mattituck NY 11952
Phone:(6�1)298-3200
LEGAL NOTICE
NOTICE TO BIDDERS
FOR THE CONSTRUCTION OF THE
AIRFIELD ELECTRICAL VAULT
REHABILITATION PROJECT
AT
ELIZABETH FIELD AIRPORT
FISHERS ISLAND
TOWN OF SOUTHOLD,NEW YORK
Sealed proposals for the construction of the
Airfield Electrical Vault Rehabilitation
Contract will be received at the Town Clerk's
Office,53095 Route 25,Southold,New York
11971,until 2:00 P.M.,local time,May 30,
2019,and there,at said office,at said time,
publicly opened and read aloud
This project involves minor rehabilitation
of an existing 265 sq ft electrical vault,in-
cluding replacing miscellaneous airfield
lighting equipment, minor interior and ex-
terior structural and architectural repairs,in-
stallation of a new interior shelving system
for equipment,and installation of new HVAC
system
The Contract Documents(consisting of the
Advertisement, the Proposal, the Contract
Form,and the Specifications)and the Con-
tract Drawings may be obtained only by
downloading the documents from a OneDrive
sharepoint site Access can be obtained by
contacting Thomas Horth of C&S Engineers,
Inc at thorth(a)cscos com where the Contrac-
tor's name,contact name,address,telephone
number,and email address will be recorded
on the plan holders list There is no charge to
download the contract documents and con-
tract drawings Submitted proposals that
were not recorded on the plan holders list
shall be considered non-responsive.
The legal notice may be viewed online at
the Southold Town Website www
southoldtownny gov,under "Public and Le-
gal Notices/Employment Opportunities"
Copies of the above described Contract
Documents may be examined at no expense at
the Town Clerk's Office, 53095 Route 25,
Southold,New York 11971,C&S Engineers,
Inc,499 Cot Eileen Collins Boulevard,Syra-
cuse,New York 13212, and at the Fishers
Island Ferry District Office on Fishers Island
Bidders may inspect the property upon
which the work is to occur The property is
located at the Elizabeth Field Airport,Fishers
Island,New York,06390 Bidders must con-
tact Gordon Murphy,Assistant Airport Man-
ager, Fishers Island Ferry District (Phone
(631)788-7463,ext 201)at least 24-hours in
advance to coordinate site access Any ques-
tions regarding this project may be directed to
Thomas Horth, of C&S Engineers, Inc in
Syracuse, NY, at (315) 455-2000 or email
thorth(a)cscos com
Each proposal must be accompanied by a
certified check or bid bond in the amount of
five percent(5%)of the total maximum pro-
posal price(combination of base bid or alter-
nate bid plus add-on items)for the contract in
the form and subject to the conditions pro-
vided in the Preparation of Proposal
The Southold Town Board reserves the
right to refect any and all bids and waive any
and all informalities in any bid should it be
deemed in the best interest of the Town of
Southold to do so All bids must be signed and
sealed in envelopes plainly marked "AIR-
FIELD ELECTRICAL VAULT REHA-
BILITATION PROJECT AT THE
ELIZABETH FIELD AIRPORT"and sub-
mitted to the Town Clerk
The bid price shall not include any tax,
federal,state,or local,from which the Town
of Southold is exempt
ELIZABETH A NEVILLE
SOUTHOLD TOWN CLERK
2344400
TYPESET Mon Apr 29 15 34 01 EDT 2019
ELIZABETH A NEVILLE
LEGAL NOTICE SOUTHOLD TOWN CLERK
NOTICE TO BIDDERS 2344400
FOR THE CONSTRUCTION OF THE
AIRFIELD ELECTRICAL VAULT
REHABILITATION PROJECT
AT
ELIZABETH FIELD AIRPORT
FISHERS ISLAND
TOWN OF SOUTHOLD,NEW YORK
Sealed proposals for the construction ofthe
Airfield Electrical Vault Rehabilitation
Contract will be received at the Town Clerk's
Office,53095 Route 25,Southold,New York
11971,until 2:00 P.M.,local time,May 30,
2019,and there,at said office,at said time,
publicly opened and read aloud
This project involves minor rehabilitation
of an existing 265 sq ft electrical vault,in-
cluding replacing miscellaneous airfield
lighting equipment, minor interior and ex-
terior structural and architectural repairs,in-
stallation of a new interior shelving system
for equipment,and installation of new HVAC
system
The Contract Documents(consisting of the
Advertisement, the Proposal, the Contract
Form,and the Specifications)and the Con-
tract Drawings may be obtained only by
downloading the documents from aOneDrive
sharepomt site Access can be obtained by
contacting Thomas Horth of C&S Engineers,
Inc at thorth(a)a,cscos corn where the Contrac-
tor's name,contact name,address,telephone
number,and email address will be recorded
on the plan holders list There is no charge to
download the contract documents and con-
tract drawings Submitted proposals that
were not recorded on the plan holders list
shall be considered non-responsive.
The legal notice may be viewed online at
the Southold Town Website www
southoldtownny gov,under "Public and Le-
gal Notices/Employment Opportunities"
Copies of the above described Contract
Documents may be examined at no expense at
the Town Clerk's Office, 53095 Route 25,
Southold,New York 11971,C&S Engineers,
inc,499 Col Eileen Collins Boulevard,Syra-
cuse,New York 13212, and at the Fishers
Island Ferry District Office on Fishers Island
Bidders may inspect the property upon
which the work is to occur The property is
located at the Elizabeth Field Airport,Fishers
Island,New York,06390 Bidders must con-
tact Gordon Murphy,Assistant Airport Man-
ager, Fishers Island Ferry District (Phone-
(631)788-7463,ext 201)at least 24-hours in
advance to coordinate site access Any ques-
tions regarding this project may be directed to
Thomas Horth, of C&S Engineers, Inc in
Syracuse,NY, at (315) 455-2000 or email
thorthna,cscos com
Each proposal must be accompanied by a
certified check or bid bond in the amount of
five percent(5%)of the total maximum pro-
posal price(combination of base bid or alter-
nate bid plus add-on items)for the contract in
the form and subject to the conditions pro-
vided in the Preparation of Proposal
The Southold Town Board reserves the
right to reject any and all bids and waive any
and all informalities in any bid should it be
deemed in the best interest of the Town of
Southold to do so All bids must be signed and
sealed in envelopes plainly marked "AIR-
FIELD ELECTRICAL VAULT REHA-
BILITATION PROJECT AT THE
ELIZABETH FIELD AIRPORT"and sub-
mitted to the Town Clerk
The bid price shall not include any tax,
federal,state,or local,from which the Town
of Southold is exempt
Times Review Media Group
P.O.Box1500
Mattrtulc NY 11952
Phone:(6�1)298-3200
PLEASE NOTE CANCELLATION POLICY FOR LEGAL NOTICES: All ads are billed
for entire run upon first publication date. Cancellations for publication dates can be made but
there will be no adjustment to cost and refunds will not be given. There are no exceptions to
this policy.
{II
LEGAL NOTICE
NOTICE TO BIDDERS
FOR THE CONSTRUCTION OF THE
AIRFIELD ELECTRICAL VAULT REHABILITATION PROTECT
AT
ELIZABETH FIELD AIRPORT
FISHERS ISLAND
TOWN OF SOUTHOLD,NEW YORK
Sealed proposals for the construction of the Airfield Electrical Vault Rehabilitation Contract will be
received at the Town Clerk's Office, 53095 Route 25, Southold,New York 11971, until 2:00 P.M., local
time, May 30,2019, and there, at said office, at said time, publicly opened and read aloud.
This project involves minor rehabilitation of an existing 265 sq.ft. electrical vault, including replacing
miscellaneous airfield lighting equipment, minor interior and exterior structural and architectural repairs,
installation of a new interior shelving system for equipment, and installation of new HVAC system.
The Contract Documents (consisting of the Advertisement, the Proposal, the Contract Form, and the
Specifications) and the Contract Drawings may be obtained only by downloading the documents from a
OneDrive sharepoint site. Access can be obtained by contacting Thomas Horth of C&S Engineers, Inc. at
thorth@cscos.com where the Contractor's name, contact name, address, telephone number, and email
address will be recorded on the plan holders list.There is no charge to download the contract documents and
contract drawings. Submitted proposals that were not recorded on the plan holders list shall be
considered non-responsive.
The legal notice may be viewed online at the Southold Town Website: www.southoldtownny. og_v,
under"Public and Legal Notices/Employment Opportunities".
Copies of the above described Contract Documents may be examined at no expense at the Town Clerk's
Office, 53095 Route 25, Southold,New York 11971; C&S Engineers,Inc., 499 Col. Eileen Collins
Boulevard, Syracuse,New York 13212; and at the Fishers Island Ferry District Office on Fishers Island.
Bidders may inspect the property upon which the work is to occur. The property is located at the
Elizabeth Field Airport, Fishers Island, New York, 06390. Bidders must contact Gordon Murphy,
Assistant Airport Manager, Fishers Island Ferry District (Phone: (631) 788-7463, ext. 201) at least 24-
hours in advance to coordinate site access. Any questions regarding this project may be directed to
Thomas Horth, of C&S Engineers,Inc. in Syracuse,NY, at(315)455-2000 or email thorth@cscos.com.
Each proposal must be accompanied by a certified check or bid bond in the amount of five percent(5%)
of the total maximum proposal price(combination of base bid or alternate bid plus add-on items) for the
contract in the form and subject to the conditions provided in the Preparation of Proposal.
The Southold Town Board reserves the right to reject any and all bids and waive any and all informalities
in any bid should it be deemed in the best interest of the Town of Southold to do so. All bids must be
signed and sealed in envelopes plainly marked "AIRFIELD ELECTRICAL VAULT
REHABILITATION PROTECT AT THE ELIZABETH FIELD AIRPORT" and submitted to the
Town Clerk.
The bid price shall not include any tax, federal, state, or local, from which the Town of Southold is
exempt.
ELIZABETH A.NEVILLE
SOUTHOLD TOWN CLERK
PLEASE PUBLISH ON MAY 2, 2019,AND FORWARD ONE (1) AFFIDAVIT OF
PUBLICATION TO ELIZABETH NEVILLE,TOWN CLERK, TOWN HALL, PO BOX
1179, SOUTHOLD,NY 11971.
Copies to the following:
Suffolk Times
New London Day
Town Board Members
Town Attorney
Fishers Island Ferry District
TC's Bulletin Board;
Neville, Elizabeth
i
From: Reisenberg, Lloyd
Sent: Tuesday,April 30, 2019 12:18 PM
To: Neville, Elizabeth
Subject: RE: Emailing: Rehab Electirc-Vault
i
All set Betty. j
Lloyd H. Reisenberg
Network and Systems Administrator
Town of Southold, New York
www.southoldtownny.gov
Iloydr@southoldtownnv.gov
0: 631-765-18911 M:631-879-1554 I F: 631-765-5178
it
CONFIDENTIALITY NOTICE:This communication with its contents may contain confidential and/or legally privileged
information. It is solely for the use of the intended recipient(s). Unauthorized interception, review, use or disclosure is {
prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the
intended recipient, please contact the sender and destroy all copies of the communication.
-----Original Message-----
From: Neville, Elizabeth
Sent:Tuesday,April 30, 2019 12:02 PM
To: Reisenberg, Lloyd <Lloyd.Reisenberg@town.southold.ny.us>;Tomaszewski, Zachary<zact@southoldtownny.gov>
Subject: Emailing: Rehab Electirc Vault
Blease-post the attached legal notice on the Town Website. It should remain there throughout the month of May.
Thank you.
Betty
` I
Elizabeth A. Neville, MMC
Southold Town Clerk, Registrar of Vital Statistics Records Management Officer; FOIL Officer Marriage Officer PO Box
1179 Southold, NY 11971 Tel. 631765-1800, Ext. 228 Fax 631765-6145 Cell 631466-6064
i
Your message is ready to be sent with the following file or link attachments:
Rehab Electirc Vault
i
i
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attachments. Check your e-mail security settings to determine how attachments are handled. 1
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1
R
Neville, Elizabeth
From: Neville, Elizabeth
Sent: Tuesday, April 30, 2019 9:54 AM
To: 'Gordon Murphy';Thomas Horth (thorth@cscos.com)
Cc: Dinizio,James; Doherty,Jill; Evans, Louisa; Ghosio, Bob; Ruland, William; Russell, Scott
Subject: RE: FI Ferry -Airport
Attachments: Rehab Electirc Vault.docx
Good Morning Gordon,
I already have the FIFD resolutions which you attached. Yes,that is a good idea to work with the Town Attorney to
develop all of the necessary resolutions as these are all agreements and contracts. I did get the Legal Notice to the
newspapers yesterday. I spoke with Supervisor Russell and he agreed that I should get the notice to the newspapers for
publication this week and that the resolution authorizing it can be put on the next Town Board meeting.
Elizabeth A. Neville, MMC
Southold Town Clerk,Registrar of Vital Statistics
Records Management Officer;FOIL Officer
Marriage Officer
PO Box 1179
Southold,NY 11971
Tel.631765-1800,Ext.228
Fax 631765-6145
Cell 631466-6064
From: Gordon Murphy [mailto:gmurphy fifer[y.com]
Sent: Tuesday, April 30, 2019 8:55 AM
To: Neville, Elizabeth
Cc: Thomas Horth (thorth(&cscos.com)
Subject: FI Ferry -Airport
Betty,
Attached please find the resolutions authorizing the Electrical Vault work at the airport. The resolutions do not specify
advertising as for the airport work it hasn't been done in the past as these projects have to follow General Municipal
Law. I am going to work with the TA's office to see if we can develop a single resolution authorizing professional
services (design/bidding), advertising, awarding the project to apparent low bidder(contingent upon receipt of AIP
grant) and submission of final FAA grant application.
Please let me know if the attached is sufficient.
Gordon
Gordon S. Murphy
Assistant Manager
+1631788 7463—Ext. 201
gmurphv@fiferry.com
www.fiferry.com
www.facebook.com/FishersislandFerryDistrict
THIS DOCUMENT IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHOM IT IS ADDRESSED AND MAY CONTAIN
INFORMATION THAT IS PRIVILEGED AND CONFIDENTIAL, OR THAT CONSTITUTES WORK PRODUCT AND IS EXEMPT FROM
DISCLOSURE UNDER APPLICABLE LAW. IF YOU ARE NOT THE INTENDED RECIPIENT, YOU ARE HEREBY NOTIFIED THAT ANY USE,
DISSEMINATION, DISTRIBUTION, OR COPYING OF THE COMMUNICATION IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS
COMMUNICATION IN ERROR, PLEASE NOTIFY US BY TELEPHONE 631-788-7463 AND DESTROY THE DOCUMENT.THANK YOU.
ATTENTION: This email came from an external source. Do not open attachments or click on links from
unknown senders or unexpected emails. "
2
Neville, Elizabeth
From: Gordon Murphy <gmurphy@fiferry.com>
Sent: Tuesday,April 30, 2019 10:53 AM
To: Neville, Elizabeth
Subject: RE: FI Ferry -Airport
Process, process, process.........
From: Neville, Elizabeth [mailto:E.Neville@town.southold.nv.us]
Sent:Tuesday, April 30, 2019 10:50 AM
To: Gordon Murphy<gmurphv@fiferry.com>
Subject: RE: FI Ferry-Airport
Thank you, Gordon.
From: Gordon Murphy [mailto:gmurphy(abfiferry,com]
Sent: Tuesday, April 30, 2019 10:13 AM
To: Neville, Elizabeth; Thomas Horth (thorthO)cscos.com)
Cc: Dinizio, James; Doherty, Jill; Evans, Louisa; Ghosio, Bob; Ruland, William; Russell, Scott
Subject: RE: FI Ferry -Airport
Betty,
Thank you very much. As noted below I will reach out to Bill and develop a process that we can use going forward.
Gordon
From: Neville, Elizabeth [mailto:E.Nevil le@town.southoId.ny.us]
Sent:Tuesday,April 30, 2019 9:54 AM
To:Gordon Murphy<gmurphv@fiferry.com>;Thomas Horth (thorth@cscos.com)<thorth@cscos.com>
Cc: Dinizio,James<iames.dinizio@town.southold.nv.us>; Doherty,Jill <iill.dohertv@town.southold.nv.us>; Evans, Louisa
<louisae@southoldtownny.gov>; Ghosio, Bob <bob.ghosio@town.southold.nv.us>; Ruland, William
<williamr@southoldtownny.gov>; Russell,Scott<scottr@southoldtownnv.eov>
Subject: RE: FI Ferry-Airport
Good Morning Gordon,
I already have the FIFD resolutions which you attached. Yes,that is a good idea to work with the Town Attorney to
develop all of the necessary resolutions as these are all agreements and contracts. I did get the Legal Notice to the
newspapers yesterday. I spoke with Supervisor Russell and he agreed that I should get the notice to the newspapers for
publication this week and that the resolution authorizing it can be put on the next Town Board meeting.
Elizabeth A. Neville, MMC
Southold Town Clerk,Registrar of Vital Statistics
Records Management Officer;FOIL Officer
Marriage Officer
PO Box 1179
Southold,NY 11971
Tel.631765-1800,Ext.228
1
Neville, Elizabeth
From: Neville, Elizabeth
Sent: Tuesday, April 30, 2019 9:54 AM
To: 'Gordon Murphy';Thomas Horth (thorth@cscos.com)
Cc: Dinizio, James; Doherty,Jill; Evans, Louisa; Ghosio, Bob; Ruland, William; Russell, Scott
Subject: RE: FI Ferry-Airport
Attachments: Rehab Electirc Vault.docx
Good Morning Gordon,
I already have the FIFD resolutions which you attached. Yes,that is a good idea to work with the Town Attorney to
develop all of the necessary resolutions as these are all agreements and contracts. I did get the Legal Notice to the
newspapers yesterday. I spoke with Supervisor Russell and he agreed that I should get the notice to the newspapers for
publication this week and that the resolution authorizing it can be put on the next Town Board meeting.
Elizabeth A. Neville, MMC
Southold Town Clerk,Registrar of Vital Statistics
Records Management Officer;FOIL Officer
Marriage Officer
PO Box 1179
Southold,NY 11971
Tel.631765-1800,Ext.228
Fax 631 765-6145
Cell 631466-6064
From: Gordon Murphy [mailto:gmurphy(Wiferry.com]
Sent: Tuesday, April 30, 2019 8:55 AM
To: Neville, Elizabeth
Cc: Thomas Horth (thorth(&cscos.com)
Subject: FI Ferry-Airport
Betty,
Attached please find the resolutions authorizing the Electrical Vault work at the airport. The resolutions do not specify
advertising as for the airport work it hasn't been done in the past as these projects have to follow General Municipal
Law. I am going to work with the TA's office to see if we can develop a single resolution authorizing professional
services (design/bidding), advertising, awarding the project to apparent low bidder(contingent upon receipt of AIP
grant) and submission of final FAA grant application.
Please let me know if the attached is sufficient.
Gordon
Gordon S. Murphy
Assistant Manager
+1631788 7463—Ext. 201
gmurphv@fiferry.com
1
www.fiferry.com
www.facebook.com/FishersisiandFerryDistrict
THIS DOCUMENT IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHOM IT IS ADDRESSED AND MAY CONTAIN
INFORMATION THAT IS PRIVILEGED AND CONFIDENTIAL, OR THAT CONSTITUTES WORK PRODUCT AND IS EXEMPT FROM
DISCLOSURE UNDER APPLICABLE LAW. IF YOU ARE NOT THE INTENDED RECIPIENT, YOU ARE HEREBY NOTIFIED THAT ANY USE,
DISSEMINATION, DISTRIBUTION, OR COPYING OF THE COMMUNICATION IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS
COMMUNICATION IN ERROR, PLEASE NOTIFY US BY TELEPHONE 631-788-7463 AND DESTROY THE DOCUMENT.THANK YOU.
ATTENTION: This email came from an external source. Do not open attachments or click on links from
unknown senders or unexpected emails.
2
LEGAL NOTICE
NOTICE TO BIDDERS
FOR THE CONSTRUCTION OF THE
AIRFIELD ELECTRICAL VAULT REHABILITATION PROJECT
AT
ELIZABETH FIELD AIRPORT
FISHERS ISLAND
TOWN OF SOUTHOLD,NEW YORK
Sealed proposals for the construction of the Airfield Electrical Vault Rehabilitation Contract will be
received at the Town Clerk's Office, 53095 Route 25, Southold,New York 11971, until 2:00 P.M., local
time, May 30,2019, and there, at said office, at said time, publicly opened and read aloud.
This project involves minor rehabilitation of an existing 265 sq.ft. electrical vault, including replacing
miscellaneous airfield lighting equipment, minor interior and exterior structural and architectural repairs,
installation of a new interior shelving system for equipment, and installation of new HVAC system.
The Contract Documents (consisting of the Advertisement, the Proposal, the Contract Form, and the
Specifications) and the Contract Drawings may be obtained only by downloading the documents from a
OneDrive sharepoint site. Access can be obtained by contacting Thomas Horth of C&S Engineers, Inc. at
thorth@cscos.com where the Contractor's name, contact name, address, telephone number, and email
address will be recorded on the plan holders list.There is no charge to download the contract documents and
contract drawings. Submitted proposals that were not recorded on the plan holders list shall be
considered non-responsive.
The legal notice may be viewed online at the Southold Town Website: www.southoldtownny.gov,
under"Public and Legal Notices/Employment Opportunities".
Copies of the above described Contract Documents may be examined at no expense at the Town Clerk's
Office, 53095 Route 25, Southold,New York 11971; C&S Engineers,Inc., 499 Col. Eileen Collins
Boulevard, Syracuse,New York 13212; and at the Fishers Island Ferry District Office on Fishers Island.
Bidders may inspect the property upon which the work is to occur. The property is located at the
Elizabeth Field Airport, Fishers Island, New York, 06390. Bidders must contact Gordon Murphy,
Assistant Airport Manager, Fishers Island Ferry District (Phone: (631) 788-7463, ext. 201) at least 24-
hours in advance to coordinate site access. Any questions regarding this project may be directed to
Thomas Horth, of C&S Engineers,Inc. in Syracuse,NY, at(315)455-2000 or email thorth@cscos.com.
Each proposal must be accompanied by a certified check or bid bond in the amount of five percent(5%)
of the total maximum proposal price(combination of base bid or alternate bid plus add-on items) for the
contract in the form and subject to the conditions provided in the Preparation of Proposal.
The Southold Town Board reserves the right to reject any and all bids and waive any and all informalities
in any bid should it be deemed in the best interest of the Town of Southold to do so. All bids must be
signed and sealed in envelopes plainly marked "AIRFIELD ELECTRICAL VAULT
REHABILITATION PROJECT AT THE ELIZABETH FIELD AIRPORT" and submitted to the
Town Clerk.
The bid price shall not include any tax, federal, state, or local, from which the Town of Southold is
exempt.
ELIZABETH A.NEVILLE
SOUTHOLD TOWN CLERK
PLEASE PUBLISH ON MAY 2, 2019, AND FORWARD ONE (1) AFFIDAVIT OF
PUBLICATION TO ELIZABETH NEVILLE, TOWN CLERK, TOWN HALL, PO BOX
1179, SOUTHOLD,NY 11971.
Copies to the following:
Suffolk Times . Town Board Members Town Attorney TC's Bulletin Board
Fishers Island Ferry District
NOTICE OF AVAILABILITY
.ELIZABETH FIELD AIRPORT
FISHERS ISLAND,TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK
FIVE-YEAR CAPITAL IMPROVEMENT PROGRAM PROJECTS
The Town of Southold (Town) and the Fishers Island Ferry District (FIFD) propose to
rehabilitates runway pavement, remove known (FAR Part 77) obstructions to the
navigable airspace, and improve general aviation facilities and their associated
infrastructure at the Elizabeth Field Airport (0138) located on Fishers Island in the Town
of Southold, Suffolk County,New York.
The purpose of this project is to (1) rehabilitate runways to maintain pavement
conditions, (2) enhance safety and efficiency of aircraft operations at the airport by
addressing FAR Part 77 obstructions located on airport property and (3) improve general
aviation facilities and their associated infrastructure to accommodate existing and future
based aircraft demands.
The Airport received funding from the FAA to prepare an Environmental Assessment
(EA) to evaluate the potential environmental impacts associated with the proposed
project. The EA has been prepared to meet the requirements of the National
Environmental Policy Act of 1969 (NEPA). The purpose of this act is to ensure that
environmental, social, and economic factors have been taken into consideration during
the development decision. This EA follows the guidelines and organizational structure
recommended in Federal Aviation Administration (FAA) Order 1050.IF, Environmental
Impacts: Policies and Procedures, FAA Order 5050.413, National Environmental Policy
Act (NEPA) Implementing Instructions for Airport Actions, for preparation of an
Environmental Assessment, and the FAA's 1050.1 F Desk Reference, for the analysis of
potential impacts.
The EA is available for review at the Ferry District Business Office, 261 Trumbull Drive,
Fishers Island, NY 06390 or on the Town's website (http://www.southoldtownny. og_v/),
the ' FIFD's website (https://www.fiferry.com/) and the Island website
(http://fishersisland.net/). The Ferry District Business Office hours are from 9:00 am to
4:00 pm, Monday through Friday; the document will be made available for review from
September 7, 2017 to October 7, 2017. Comments must be addressed in writing and will
be incorporated in the Final EA document. All comments must be received within five
calendar days of completion of the public review period. Questions or comments should
be directed to: Christen M. Craig, C&S Engineers, Inc., 499 Col. Eileen Collins
Boulevard, Syracuse,New York 13212.
Dated: August 31, 2017 BY ORDER OF THE TOWN BOARD
OF THE TOWN OF SOUTHOLD
Elizabeth A. Neville
Southold Town Clerk
Please publish on SEPTEMBER 7, 2017 and forward one affidavit of publication to
Elizabeth A. Neville, Town Clerk, Town Hall, P O Box 1179, Southold, NY 11971.
Copies to:
The Suffolk Times Town Board Town Attorney TC Bulletin Bd
The Day Website
#0002344400
i
STATE OF NEW YORK)
)SS:
COUNTY OF SUFFOLK)
Kimberly Gersic of Mattituck,in said county,being duly sworn, says that she is Principal
Clerk of THE SUFFOLK TIMES ,a weekly newspaper,published at Mattituck,in the Town
of Southold,County of Suffolk and State of New York,and that the Notice of which the annexed
is a printed copy, has been regularly published in said Newspaper once each week for 1
weeks(s),successfully commencing on 05/02/2019
S1
Principal Clerk
Sworn to before me this day of 2
OISTHNIAVOILIWK�l
NOTARY PUBLIC-STATE OF NEW YORK
No.01 V06106050
Qualified In Suffolk County
My Commission Expires February 28,2020
TYPESET- Mon Apr 29 15 34.28 EDT 2019
ELIZABETH A NEVILLE
LEGAL NOTICE SOUTHOLD TOWN CLERK
NOTICE TO BIDDERS 2344400
'FOR THE CONSTRUCTION OF THE
AIRFIELD ELECTRICAL VAULT
REHABILITATION PROJECT
AT
ELIZABETH FIELD AIRPORT
FISHERS ISLAND
TOWN OF SOUTHOLD,NEW YORK
Sealed proposals for the construction of the
Airfield Electrical Vault Rehabilitation
Contract will be received at the Town Clerk's
Office,53095 Route 25,Southold,New York
11971,until'2:00 P.M.,local time,May 30,
2019,and there,at said office,at said time,
publicly opened and read aloud
This project involves minor rehabilitation
of an existing 265 sq ft electrical vault, in-
cluding replacing miscellaneous airfield
lighting equipment, minor interior and ex-
terior structural and architectural repairs,in-
stallation of a new interior shelving system
for equipment,and installation of new HVAC
system
The Contract Documents(consisting of the
Advertisement, the Proposal, the Contract
Form,and the Specifications)and the Con-
tract Drawings may be obtained only by
downloading the documents from a OneDrive
sharepomt site Access can be obtained by
contacting Thomas Horth of C&S Engineers,
Inc at thorth@cscos corn where the Contrac-
tor's name,contact name,address,telephone
number,and email address will be recorded
on the plan holders list There is no charge to
download the contract documents and con-
tract drawings. Submitted proposals that
were not recorded on the plan holders list
shall be considered non-responsive.
The legal notice may be viewed online at
the Southold Town Website www.
southoldtownny gov,under "Public and Le-
gal Notices/Employment Opportunities".
Copies of the above described Contract
Documents may be examined at no expense at
the Town Clerk's Office, 53095 Route 25,
Southold,New York 11971,C&S Engineers,
Inc,499 Col Eileen Collins Boulevard,Syra-
cuse, New York 13212; and at the Fishers
Island Ferry District Office on Fishers Island.
Bidders may inspect the property upon
which the work is to occur The property is
located at the Elizabeth Field Airport,Fishers
Island,New York,06390.Bidders must con-
tact Gordon Murphy,Assistant Airport Man-
ager, Fishers Island Ferry District (Phone
(631)788-7463,ext.201)at least 24-hours in
advance to coordinate site access Any ques-
tions regarding this project may be directed to
Thomas Horth, of C&S Engineers, Inc in
Syracuse, NY, at (315) 455-2000 or email
thorth@cscos.com.
Each proposal must be accompanied by a
certified check or bid bond in the amount of
five percent(5%)of the total maximum pro-
posal price(combination of base bid or alter-
nate bid plus add-on items)for the contract in
the form and subject to the conditions pro-
vided in the Preparation of Proposal
The Southold Town Board reserves the
right to reject any and all bids and waive any
and all informalities in any bid should it be
deemed in the best interest of the Town of
Southold to do so All bids must be signed and
sealed in envelopes plainly marked "AIR-
FIELD ELECTRICAL VAULT REHA-
BILITATION PROJECT AT THE
ELIZABETH FIELD AIRPORT"and sub-
mitted to the Town Clerk
The bid price shall not include any tax,
federal,state,or local,from which the Town
of Southold is exempt
PROPOSAL
FOR CONSTRUCTION OF THE
AIRFIELD LIGHTING VAULT REHABILITATION
AT
ELIZABETH FIELD AIRPORT
FISHERS ISLAND
TOWN OF SOUTHOLD,NEW YORK
TO: Town Clerk's Office
53095 Route 25
Southold,New York 11971
The undersigned, as bidder, hereby declares that he/she has examined the site of the work and informed
himself/herself fully in regard to all conditions pertaining to the place where the work is to be done; that
he/she has examined and read the Contract Documents and Contract Drawings for the work and all
addenda relative thereto furnished prior to the opening of bids;that he/she has satisfied himself/herself
relative to the work to be performed.
The bidder understands that the advertisement, located in the front of these Contract Documents,contains
the location and a description of the proposed construction, as well as indicates the place,date, and time
of the proposal opening; information about a Pre-Bid conference; if scheduled,is contained in the
advertisement;the time in which the work must be completed shall be in accordance with the subsection
titled FAILURE TO COMPLETE ON TIME of Section 80. If the bidder considers that thetime to
complete the work is inadequate;they should not submit a bid..
The bidder understands the quantities for bid items listed on the proposal sheets are estimated quantities
only for the purpose of comparing bids; any difference between these estimated quantities and actual
quantities required for construction shall not be taken as a basis for claims by the Contractor for extra
compensation;compensation will be based upon the unit prices and actual construction quantities.'
The bidder understands that the description under each item,being briefly stated,implies,although it does
not mention, all incidentals and that the prices stated are intended to cover all such work,materials and
incidentals as constitute bidder's obligations as described in the specifications and any details not
specifically mentioned,but evidently included in the Contract shall be compensated for in the item which
most logically includes it.
The bidder understands that proposal guaranty shall be in the form of a bid bond in the amount of
five percent(5%)of this bid in accordance with the subsection titled BID GUARANTEE of Section
20; the proposal guaranty shall become the property of the Owner in the event the Contract and
bond(s)are not executed within the time above set forth,as liquidated damages for the,delay and
additional expense"to the Owner caused thereby.
The bidder agrees that upon receipt of written notice of the acceptance of this proposal,bidder will
execute the Contract attached within 15 days and deliver a Surety Bond or Bonds as required by the
subsection titled REQUIREMENTS OF CONTRACT BONDS OF Section 30.The bidder further agrees
to commence construction with an adequate work force, plant and equipment on the date stated in the
written notice to proceed and will progress therewith to its completion within the time stated, and in
accordance'with this Contract and Specification.
2013 PROPOSAL-]
Elizabeth Field Airport
Town of Southold, New York
AIRFIELD ELECTRIC VAULT REHABILITATION PROJECT
Item Number Bid Item Lump Sum Price In Words -Lump Sum,Price
B-1 Base Bid $
AD-1 Add-On No. 1 (XXX) $
AD-2 Add-On No. 2 (XXX) $
AD-3 Add-On No. 3 (XXX) $
ALG-1 Contingency Allowance Twenty Thousand Dollars $20,000.00
T-1 TOTAL $
PROPOSAL-2
4
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
The bidder states that this proposal is based upon prevailing wages in Suffolk County,NY and in no case
are wages considered less than those predetermined by the State and Federal Departments of Labor,
schedules of which are contained in the Contract Documents.
The bidder proposes and agrees, if this Proposal is accepted,to contract in the form of contract specified
with the Town of Southold/Fishers Island Ferry District(Owner),to furnish all necessary materials,
equipment,machinery,tools, apparatus,means of transportation and labor necessary to complete the
construction of the Airfield Lighting and Signage Repairs project in full and complete accordance with
the shown,noted,described and reasonably intended requirements of the Contract Documents and
Contract Drawings,to the full and entire satisfaction of the above said Owner,with a definite
understanding that no money will be allowed for extra work except as set forth in the attached Contract
Documents, for the unit prices listed for each item.
BIDDER,IF AN INDIVIDUAL:
BY:
(Printed Name)
(Signature)
COMPANY NAME:
ADDRESS:
PHONE NO:
DATE:
2013 PROPOSAL-3
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
BIDDER,IF A PARTNERSHIP(GIVE NAMES AND ADDRESSES OF EACH PARTNER):
BY:
(Printed Name)
(Signature)
COMPANY NAME:
ADDRESS:
PHONE NO:
DATE:
PARTNER'S PARTNER'S
NAME: NAME:
BUSINESS BUSINESS
ADDRESS: ADDRESS:
PARTNER'S PARTNER'S
NAME: NAME:
BUSINESS BUSINESS
ADDRESS: ADDRESS:
2013 PROPOSAL-4
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
BIDDER,IF A CORPORATION:
BY:
(Printed Name&Title)
(Signature)
CORPORATION
NAME:
ADDRESS: (SEAL)
STATE OF CORPORATION
CHARTER:
PHONE NO:
DATE:
PRESIDENT'S
NAME:
BUSINESS
ADDRESS:
SECRETARY'S TREASURER'S
NAME: NAME:
BUSINESS BUSINESS
ADDRESS: ADDRESS:
2013 PROPOSAL-5
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
ATTACHMENTS TO PROPOSAL
BIDDER and his/her surety,where appropriate,have completed and executed the attached documents
which are identified below.
Non-Collusive Bidding Certificate
Resolution for Corporate Bidders
Buy American Certification
Certifications:
- Certification of Non-Segregated Facilities
- Debarment& Suspension Certification
- Lobbying and Influencing Federal Employees
- Certification of Offerer/Bidder Regarding Tax Delinquency and Felony Convictions
- Trade Restriction
Bidder's Statement of Previous Contracts Subject to EEO Clause as Described in Section 70-21
Certification for Receipt of Addenda
Statement of Surety's Intent
Iranian Energy Sector Divestment Statement
Certification of Compliance with the Iran Divestment Act
Disadvantaged Business Enterprise(DBE)and Small Business Element(SBE) Statement
Bidder's List Collection Form(Bidder's Information)
Bidder's List Collection Form (Subcontractor's Information)
Safety Plan Compliance Document(SPCD)Certification
2013 PROPOSAL-6
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
NON-COLLUSIVE BIDDING CERTIFICATE
The Signer of this Bid declares:
A. That he/she has carefully examined the annexed form of the Agreement and Contract.
B. Pursuant to Section 103-d of the General Municipal Law, by submission of this Bid, each Bidder and
each person signing on behalf of any Bidder certifies,and in the case of a joint Bid each party thereto
certifies as to its own organization,under penalty of perjury,that to the best of knowledge and belief:
1. The prices in this Bid have been arrived at independently without collusion, consultation,
communication or agreement,for the purpose of restricting competition, as to any matter relating
to such prices with any other Bidder or with any competitor;
2. Unless otherwise required by law,the prices which have been quoted in this Bid have not been
knowingly disclosed by the Bidder, and will not knowingly be disclosed by the Bidder prior to
opening, directly or indirectly,to any other Bidder or to any competitor; and
3. No attempt has been made or will be made by the Bidder to induce any other person,partnership
or corporation to submit or not to submit a Bid for the purpose of restricting competition.
I hereby affirm under the penalties of perjury that the foregoing statement is true.
Affix Seal BIDDER:
if Principal
is Corporation BY:
TITLE:
STATE OF NEW YORK
SS:
COUNTY OF )
On the day of ,20 , before me personally came
to me known, who, being by me duly sworn, did swear and affirm that he/she resides at
;that he/she is the
of the Bidder herein and signs the foregoing Non-Collusive Certification on behalf of such Bidder;that
he/she executed the foregoing Non-Collusive Certification; and that,to the best of his knowledge and
belief,the statement made in the foregoing Non-Collusive Certification is true.
NOTARY PUBLIC
MY COMMISSION EXPIRES:
(This form must be completed and submitted with the Proposal.)
2013 PROPOSAL-7
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
RESOLUTION FOR CORPORATE BIDDERS
RESOLVED,that be authorized
(Name of Officer)
to sign and submit the bid or proposal of this corporation for the following project:
Airfield Electric Vault Rehabilitation
and to include in such bid or proposal the certificate as to non-collusion required by section one hundred
three-d of the General Municipal Law as the act and deed of such corporation, and for any inaccuracies or
misstatements in such certificate this corporate bidder shall be liable under penalties of perjury.
The foregoing is a true and correct copy of the resolution adopted by
Corporation at a meeting of its Board of
Directors held on the day of, 20 .
(Secretary)
(Seal)
(This form must be completed and submitted with the Proposal.)
2013 PROPOSAL-8
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
BUY AMERICAN CERTIFICATION
The Contractor agrees to comply with 49 USC § 50101, which provides that Federal funds may not be
obligated unless all steel and manufactured goods used in AIP funded projects are produced in the United
States,unless the Federal Aviation Administration has issued a waiver for the product;the product is listed
as an Excepted Article,Material Or Supply in Federal Acquisition Regulation subpart 25.108;or is included
in the FAA Nationwide Buy American Waivers Issued list.
A bidder or offeror must complete and submit the Buy America certification included herein with their bid
or offer. The Owner will reject as nonresponsive any bid or offer that does not include a completed
Certificate of Buy American Compliance.
CERTIFICATE OF BUY AMERICAN COMPLIANCE FOR TOTAL FACILITY
As a matter of bid responsiveness,the bidder or offeror must complete, sign, date,and submit this
certification statement with its proposal. The bidder or offeror must indicate how it intends to comply
with 49 USC § 50101 by selecting one of the following certification statements. These statements are
mutually exclusive. Bidder must select one or the other(i.e. not both)by inserting a checkmark(✓)or
the letter"X".
❑ Bidder or offeror hereby certifies that it will comply with 49 USC. 50101 by:
a) Only installing steel and manufactured products produced in the United States; or
b) Installing manufactured products for which the FAA has issued a waiver as indicated
by inclusion on the current FAA Nationwide Buy American Waivers Issued listing; or
c) Installing products listed as an Excepted Article,Material or Supply in Federal
Acquisition Regulation Subpart 25.108.
By selecting this certification statement,the bidder or offeror agrees:
1. To provide to the Owner evidence that documents the source and origin of the steel and
manufactured product.
2. To faithfully comply with providing US domestic products.
3. To refrain from seeking a waiver request after establishment of the contract,unless
extenuating circumstances emerge that the FAA determines justified.
❑ The bidder or offeror hereby certifies it cannot comply with the 100%Buy American Preferences
of 49 USC § 50101(a)but may qualify for either a Type 3 or Type 4 waiver under 49 USC §
50101(b). By selecting this certification statement,the apparent bidder or offeror with the
apparent low bid agrees:
1. To submit to the Owner within 15 calendar days of the bid opening, a formal waiver
request and required documentation that support the type of waiver being requested.
2. That failure to submit the required documentation within the specified timeframe is
cause for a non-responsive determination that may result in rejection of the proposal. _
3. To faithfully comply with providing US domestic products at or above the approved
US domestic content percentage as approved by the FAA.
4. To furnish US domestic product for any waiver request that the FAA rejects.
5. To refrain from seeking a waiver request after establishment of the contract, unless
extenuating circumstances emerge that the FAA determines justified.
2013 PROPOSAL-9
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
Required Documentation
Type 3 Waiver-The cost of components and subcomponents produced in the United States is more
than 60%of the cost of all components and subcomponents of the"facility". The required
documentation for a Type 3 Waiver is:
a) Listing of all manufactured products that are not comprised of 100%US domestic content
(Excludes products listed on the FAA Nationwide Buy American Waivers Issued listing and
products excluded by Federal Acquisition Regulation Subpart 25.108;products of unknown
origin must be considered as non-domestic products in their entirety)
b) Cost of non-domestic components and subcomponents, excluding labor costs associated with
final assembly and installation at project location.
c) Percentage of non-domestic component and subcomponent cost as compared to total"facility"
component and subcomponent costs, excluding labor costs associated with final assembly and
installation at project location.
Type 4 Waiver—Total cost of project using US domestic source product exceeds the total project cost
using non-domestic product by 25%.The required documentation for a Type 4 Waiver is:
a) Detailed cost information for total project using US domestic product
b) Detailed cost information for total project using non-domestic product
False Statements: Per 49 USC §47126,this certification concerns a matter within the jurisdiction of
the Federal Aviation Administration and the making of a false, fictitious or fraudulent certification may
render the maker subject to prosecution under Title 18, United States Code.
Date Signature
Company Name Title
(Buy American form(s)must be completed and submitted with the Proposal.)
2013 PROPOSAL-10
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
CERTIFICATIONS
BIDDER'S NAME:
ADDRESS:
TELEPHONE NO.: FAX NO.
IRS EMPLOYER IDENTIFICATION NUMBER:
NOTICE OF NONSEGREGATED FACILITIES REQUIREMENT
Notice to Prospective Federally Assisted Construction Contractors
1. A Certification of Non-segregated Facilities shall be submitted prior to the award of a federally-
assisted construction contract exceeding$10,000 which is not exempt from the provisions of the
Equal Opportunity Clause.
2. Contractors receiving federally-assisted construction contract awards exceeding$10,000 which are
not exempt from the provisions of the Equal Opportunity Clause will be required to provide for the
forwarding of the following notice to prospective subcontractors for supplies and construction
contracts where the subcontracts exceed$10,000 and are not exempt from the provisions of the Equal
Opportunity Clause.
3. The penalty for making false statements in offers is prescribed in 18 U.S.C. § 1001.
Notice to Prospective Subcontractors of Requirements for Certification of Non-Segregated
Facilities
1. A Certification of Non-segregated Facilities shall be submitted prior to the award of a subcontract
exceeding$10,000,which is not exempt from the provisions of the Equal Opportunity Clause.
2. Contractors receiving subcontract awards exceeding$10,000 which are not exempt from the
provisions of the Equal Opportunity Clause will be required to provide for the forwarding of this
notice to prospective subcontractors for supplies and construction contracts where the subcontracts
exceed $10,000 and are not exempt from the provisions of the Equal Opportunity Clause.
3. The penalty for making false statements in offers is prescribed in 18 U.S.C. § 1001.
CERTIFICATION OF NON-SEGREGATED FACILITIES
The federally-assisted construction contractor certifies that she or he does not maintain or provide,for his
employees, any segregated facilities at any of his establishments and that she or lie does not permit his
employees to perform their services at any location,under his control,where segregated facilities are
maintained. The federally-assisted construction contractor certifies that she or he will not maintain or
provide, for his employees,segregated facilities at any of his establishments and that she or he will not
permit his employees to perform their services at any location under his control where segregated
facilities are maintained. The federally-assisted construction contractor agrees that a breach of this
certification is a violation of the Equal Opportunity Clause in this contract.
As used in this certification,the term "segregated facilities" means any waiting rooms, work areas,
restrooms,and washrooms, restaurants and other eating areas,time clocks, locker rooms and other storage
2013 PROPOSAL-1 l
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
or dressing areas, parking lots,drinking fountains, recreation or entertainment areas,transportation,and
housing facilities provided for employees which are segregated by explicit directives or are, in fact,
segregated on the basis of race, color, religion, or national origin because of habit, local custom, or any
other reason. The federally-assisted construction contractor agrees that(except where she or he has
obtained identical certifications from proposed subcontractors for specific time periods)she or he will
obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding
$10,000 which are not exempt from the provisions of the Equal Opportunity Clause and that she or he
will retain such certifications in his files.
CERTIFICATION OF OFFEROR/BIDDER REGARDING DEBARMENT
By submitting a bid/proposal under this solicitation,the bidder or offeror certifies that neither it nor its
principals are presently debarred or suspended by any Federal department or agency from participation in
this transaction.
CERTIFICATION OF LOWER TIER CONTRACTORS REGARDING DEBARMENT
The successful bidder, by administering each lower tier subcontract that exceeds$25,000 as a"covered
transaction",must verify each lower tier participant of a"covered transaction'under the project is not
presently debarred or otherwise disqualified from participation in this federally assisted project. The
successful bidder will accomplish this by:
1. Checking the System for Award Management at website: http://www.sam.gov
2. Collecting a certification statement similar to the Certificate Regarding Debarment and
Suspension(Bidder or Offeror), above.
3. Inserting a clause or condition in the covered transaction with the lower tier contract
If the FAA later determines that a lower tier participant failed to disclose to a higher tier participant that it
was excluded or disqualified at the time it entered the covered transaction,the FAA may pursue any
available remedies, including suspension and debarment of the non-compliant participant.
CERTIFICATION REGARDING LOBBYING
The bidder or offeror certifies by signing and submitting this bid or proposal,to the best of his or her
knowledge and belief,that:
(1) No Federal appropriated funds have been paid or will be paid,by or on behalf of the Bidder or
Offeror,to any person for influencing or attempting to influence an officer or employee of an
agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member
of Congress in connection with the awarding of any Federal contract,the making of any Federal
grant,the making of any Federal loan,the entering into of any cooperative agreement, and the
extension, continuation, renewal, amendment, or modification of any Federal contract,grant,
loan, or cooperative agreement.
(2) If any fiends other than Federal appropriated funds have been paid or will be paid to any person
for influencing or attempting to influence an officer or employee of any agency, a Member of
2013 PROPOSAL-12
f
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
Congress, an officer or employee of Congress, or an employee of a Member of Congress in
connection with this Federal contract,grant, loan,or cooperative agreement,the undersigned shall
complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying,"in accordance
with its instructions.
(3) The undersigned shall require that the language of this certification be included in the award
documents for all sub-awards at all tiers(including subcontracts,sub-grants, and contracts under
grants, loans, and cooperative agreements) and that all sub-recipients shall certify and disclose
accordingly.
This certification is a material representation of fact upon which reliance was placed when this transaction
was made or entered into. Submission of this certification is a prerequisite for making or entering into this
transaction imposed by section 1352,title 31,U.S. Code.Any person who fails to file the required
certification shall be subject to a civil penalty of not less than $10,000 and not more than$100,000 for
each such failure.
CERTIFICATION OF OFFERER/BIDDER REGARDING TAX DELINQUENCY
AND FELONY CONVICTIONS
The Contractor must complete the following two certification statements. The Contractor must indicate its
current status as it relates to tax delinquency and felony conviction by inserting a checkmark or"X"in the
space following the applicable response.The Contractor agrees that, if awarded a contract resulting from
this solicitation,it will incorporate this provision for certification in all lower tier subcontracts.
Certifications:
1) The Contractor represents that it is(__)is not(__) a corporation that has any unpaid Federal
tax liability that has been assessed, for which all judicial and administrative remedies have been
exhausted or have lapsed, and that is not being paid in a timely manner pursuant to an agreement
with the authority responsible for collecting the tax liability.
2) The Contractor represents that it is(__) is not(___)a corporation that was convicted of a
criminal violation under any Federal law within the preceding 24 months.
Note:
If a Contractor-responds in the affirmative to either of the above representations,the Contractor is
ineligible to receive an award unless the sponsor has received notification from the agency suspension
and debarment official (SDO)that the SDO has considered suspension or debarment and determined that
further action is not required to protect the Government's interests. The Contractor therefore must
provide information to the owner about its tax liability or conviction to the Owner, who will then notify
the FAA Airports District Office,which will then notify the agency's SDO to facilitate completion of the
required considerations before award decisions are made.
Term Definitions
Felony conviction: Felony conviction means a conviction within the preceding twenty four(24)months
of a felony criminal violation under any Federal law and includes conviction of an offense defined in a
section of the U.S. code that specifically classifies the offense as a felony and conviction of an offense
that is classified as a felony under 18 U.S.C. §3559.
2013 PROPOSAL-13
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
Tax Delinquency: A tax delinquency is any unpaid Federal tax liability that has been assessed, for which
all judicial and administrative remedies have been exhausted, or have lapsed,and that is not being paid in
a timely manner pursuant to an agreement with the authority responsible for collecting the tax liability.
TRADE RESTRICTION CERTIFICATION
By submission of an offer,the Offeror certifies that with respect to this solicitation and any resultant
contract,the Offeror-
a. is not owned or controlled by one or more citizens of a foreign country included in the list of
countries that discriminate against U.S. firms as published by the Office of the United States
Trade Representative(U.S.T.R.);
b. has not knowingly entered into any contract or subcontract for this project with a person that is a
citizen or national of a foreign country included on the list of countries that discriminate against
U.S. firms as published by the U.S.T.R; and
c. has not entered into any subcontract for any product to be used on the Federal on the project that
is produced in a foreign country included on the list of countries that discriminate against U.S.
firms published by the U.S.T.R.
This certification concerns a matter within the jurisdiction of an agency of the United States of America
and the making of a false,fictitious, or fraudulent certification may render the maker subject to
prosecution under Title 18,United States Code, Section 1001.
The Offeror/Contractor must provide immediate written notice to the Owner if the Offeror/Contractor
learns that its certification or that of a subcontractor was erroneous when submitted or has become
erroneous by reason of changed circumstances. The Contractor must require subcontractors provide
immediate written notice to the Contractor if at any time it learns that its certification was erroneous by
reason of changed circa nstances.
Unless the restrictions of this clause are waived by the Secretary of Transportation in accordance with 49
CFR 30.17,no contract shall be awarded to an Offeror or subcontractor:
(1) who is owned or controlled by one or more citizens or nationals of a foreign country included on
the list of countries that discriminate against U.S.firms published by the U.S.T.R. or
(2) whose subcontractors are owned or controlled by one or more citizens or nationals of a foreign
country on such U.S.T.R. list or
(3) who incorporates in the public works project any product of a foreign country on such U.S.T.R.
list;
Nothing contained in the foregoing shall be construed to require establishment of a system of records in
order to render, in good faith,the certification required by this provision. The knowledge and information
of a contractor is not required to exceed that which is normally possessed by a prudent person in the
ordinary course of business dealings.
2013 PROPOSAL-14
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
The Offeror agrees that,if awarded a contract resulting from this solicitation,it will incorporate this
provision for certification without modification in in all lower-tier subcontracts.The contractor may rely
on the certification of a prospective subcontractor that it is not a firm from a foreign country included on
the list of countries that discriminate against U.S.firms as published by U.S.T.R,unless the Offeror has
knowledge that the certification is erroneous.
This certification is a material representation of fact upon which reliance was placed when making an
award. If it is later determined that the Contractor or subcontractor knowingly rendered an erroneous
certification,the Federal Aviation Administration may direct through the Owner cancellation of the
contract or subcontract for default at no cost to the Owner or the FAA.
Printed Name&Title:
Signature.-
Date:
ignature:Date:
(These certifications must be completed and submitted with the Proposal.)
2013 PROPOSAL-15
Elizabeth Field Airport, Airfield Electric Vault Rehabilitation
BIDDER'S STATEMENT OF PREVIOUS CONTRACTS SUBJECT TO EEO CLAUSE AS
DESCRIBED IN SECTION 70-21
The Bidder shall complete the following statement by checking the appropriate boxes.
The Bidder has has not participated in a previous contract subject to the Equal
Opportunity Clause prescribed by Executive Order 11246,as amended, of September 24, 1965.
The Bidder has has not submitted all compliance reports in connection with any such
contract due under the applicable filing requirements; and that representations indicating submission of
required compliance reports signed by proposed subcontractors will be obtained prior to award of
subcontracts.
If the Bidder has participated in a previous contract subject to the Equal Opportunity Clause and
has not submitted compliance reports due under applicable filing requirements, the Bidder shall submit a
compliance report on Standard Form 100, "Employee Information Report EEO-I", attached to this
proposal.
CERTIFICATION FOR RECEIPT OF ADDENDA
Receipt of the following Addenda is acknowledged:
ADDENDUM NO.: DATED:
ADDENDUM NO.: DATED:
ADDENDUM NO.: DATED:
(Firm or Corporation Making Bid)
(Signature of Authorized Person)
P.O.Address:
Dated:
(This form must be completed and submitted with the Proposal.)
2013 PROPOSAL-16
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
STATEMENT OF SURETY'S INTENT
TO: Town of Southfold
We have reviewed the bid of
(Contractor)
of
(Address)
for the Airfield Electric Vault Rehabilitation ,
project for which bids will be received on:
(Bid Opening Date)
and wish to advise that should this Bid of the Contractor be accepted and the Contract awarded to him, it
is our present intention to become surety on the performance bond and labor and material bond required
by the Contract.
Any arrangement for the bonds required by the Contract is a matter between the-Contractor and ourselves
and we assure no liability to you or third parties if for any reason we do not execute the requisite bonds.
We are duly authorized to do business in the State of New York.
ATTEST:
Surety's Authorized Signature(s)
(Corporate seal, if any. If no seal,write "No Seal" across this place and sign.)
ATTACH PROPOSAL GUARANTEE
ATTACH POWER OF ATTORNEY
(This form must be complete and submitted with the Proposal.
Copies of this form may be filled out and attached to this page.)
2013 PROPOSAL-17
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
IRANIAN ENERGY SECTOR DIVESTMENT STATEMENT
1. Contractor/Proposer hereby represents that said Contractor/Proposer is in compliance with New
York State General Municipal Law Section 103-g entitled "Iranian Energy Sector Divestment", in
that said Contractor/Proposer has not:
(a) Provided goods or services of$20 Million or more in the energy sector of Iran
including but not limited to the provision of oil or liquefied natural gas tankers or
products used to construct or maintain pipelines used to transport oil or liquefied
natural gas for the energy sector of Iran; or
(b) Acted as a financial institution and extended$20 Million or more in credit to another
person for forty-five days or more, if that person's intent was to use the credit to
provide goods or services in the energy sector in Iran.
2. Any Contractor/Proposer who has undertaken any of the above and is identified on a list created
pursuant to Section 165-a(3)(b)of the New York State Finance Law as a person engaging in
investment activities in Iran, shall not be deemed a responsible bidder pursuant to Section 103 of
the New York State General Municipal Law.
3. Except as otherwise specifically provided herein, every Contractor/Proposer submitting a
bid/proposal in response to this Request for Bids/Request for Proposals must certify and affirm
the following under penalties of perjury:
(a) "By submission of this bid, each bidder and each person signing on behalf of any
bidder certifies, and in the case of a joint bid, each party thereto certifies as to its
own organization, under penalty of perjury,that to the best of its knowledge and
belief,that each bidder is not on the list created pursuant to NYS Finance Law
Section 165-a(3)(b)."
4. Except as otherwise specifically provided herein, any Bid/Proposal that is submitted without
having complied with subdivision(a)above, shall not be considered for award. In any case where
the Bidder/Proposer cannot make the certification as set forth in subdivision(a)above,the
Bidder/Proposer shall so state and shall furnish with the bid a signed statement setting forth in
detail the reasons therefore.The Owner reserves its rights, in accordance with General Municipal
Law Section 103-g to award the Bid/Proposal to any Bidder/Proposer who cannot make the
certification, on a case-by-case basis under the following circumstances:
(l) The investment activities in Iran were made before April 12, 2012,the investment
activities in Iran have not been expanded or renewed after April 12, 2012, and the
Bidder/Proposer has adopted,publicized and is implementing a formal plan to cease
the investment activities in Iran and to refrain from engaging in any new investments
in Iran; or
(2) The Owner has made a determination that the goods or services are necessary for the
Owner to perform its functions and that, absent such an exemption,the Owner would
be unable to obtain the goods or services for which the Bid/Proposal is offered Such
determination shall be made by the Owner in writing and shall be a public document.
5. Bidder or Proposer shall sign and notarize the attached "Certification of Compliance with
the Iran Divestment Act" form with your proposal.
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Elizabeth Field Airport Airfield Electric,Vault Rehabilitation
CERTIFICATION OF COMPLIANCE WITH THE IRAN DIVESTMENT ACT
As a result of the Iran Divestment Act of 2012 (the"Act"), Chapter 1 of the 2012 Laws of New York, a
new provision has been added to State Finance Law(SFL) § 165-a and New York General Municipal
Law § 103-g, both effective April 12,2012. Under the Act,the Commissioner of the Office of General
Services(OGS)will be developing a list of"persons"who are engaged in"investment activities in Iran"
(both are defined terms in the law) (the"Prohibited Entities List"). Pursuant to SFL § 165-a(3)(b),the
initial list is expected to be issued no later than 120 days after the Act's effective date at which time it will
be posted on the OGS website.
By submitting a bid in response to this solicitation or by assuming the responsibility of a Contract
awarded hereunder, each Bidder/Contractor, any person signing on behalf of any Bidder/Contractor and
any assignee or subcontractor and, in the case of a joint bid, each party thereto, certifies, under penalty of
perjury,that once the Prohibited Entities List is posted on the OGS website,that to the best of its
knowledge and belief,that each Bidder/Contractor and any subcontractor or assignee is not identified on
the Prohibited Entities List created pursuant to SFL § 165-a(3)(b).
Additionally,Bidder/Contractor is advised that once the Prohibited Entities List is posted on the OGS
Website, any Bidder/Contractor seeking to renew or extend a Contract or assume the responsibility of a
Contract awarded in response to this solicitation must certify at the time the Contract is renewed,
extended or assigned that it is not included on the Prohibited Entities List.
During the term of the Contract,should the Owner receive information that a Bidder/Contractor is in
violation of the above-referenced certification,the Owner will offer the person or entity an opportunity to
respond. If the person or entity fails to demonstrate that he/she/it has ceased engagement in the
investment which is in violation of the Act within 90 days after the determination of such violation,then
the Owner shall take such action as may be appropriate including,but not limited to, imposing sanctions,
seeking compliance, recovering damages or declaring the Bidder/Contractor in default.
The Owner reserves the right to reject any bid or request for assignment for a Bidder/Contractor that
appears on the Prohibited Entities List prior to the award of a contract and to pursue a responsibility
review with respect to any Bidder/Contractor that is awarded a contract and subsequently appears on the
Prohibited Entities List.
I, , being duly sworn, deposes and says
that he/she is the of the
Corporation and that neither the Bidder/Contractor nor any proposed subcontractor is identified on the
Prohibited Entities List.
SIGNED
SWORN to before me this
day of 20
Notary Public:
(This form must be completed and submitted with the Proposal.)
2013 PROPOSAL-19
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
DISADVANTAGED BUSINESS ENTERPRISE(DBE) STATEMENT
The requirements of 49 CFR Part 26,Regulations of the U.S. Department of Transportation, apply to this
contract. It is the policy of the Sponsor to practice nondiscrimination based on race, color, sex, or
national origin in the award or performance of this contract.
DISADVANTAGED BUSINESS ENTERPRISE:
The requirements of 49 CFR Part 26,Regulations of the U.S. Department of Transportation, apply to this
contract. It is the policy of the Sponsor to practice nondiscrimination based on race, color,sex, or
national origin in the award or performance of this contract. All firms qualifying under this solicitation
are encouraged to submit proposals. Award of this contract will be conditioned upon satisfying the DBE
requirements of this contract. These requirements apply to all bidders, including those who qualify as a
DBE. A DBE contract goal of 1.0 percent has been established for this contract. The bidder shall make
good faith efforts, as defined in Appendix A,49 CFR Part 26,to meet the contract goal for DBE
participation in the performance of this contract. Excerpts from 49 CFR Part 26 are included in Section
70-21.13.
As a matter of responsibility, within 5 days after the opening of bids, all Bidders or Offerors shall submit
the"Contractor's DBE Plan", and"DBE Letter of Intent Forms"from each of the DBE firms the Bidder
or Offeror intends to use. If the contract goal is not met,Bidder or Offeror shall include documentation of
good faith efforts with its DBE Plan.
The Contractor's DBE Plan Form and DBE Letter Of Intent Form are located in Section 200.The website
for the Unified Certification Program directory in the state of New York is: http://www.nysuep.net/.
CERTIFICATION OF BIDDER/OFFEROR: The undersigned Bidder or Offeror will satisfy the DBE
requirements of these specifications in the following manner(please check the appropriate space):
The Bidder or Offeror is committed to meeting or exceeding the DBE utilization goal
stated above on this contract.
The Bidder or Offeror,is unable to meet the DBE utilization goal stated above. However,
we are committed to a minimum of %DBE utilization on this contract, and will
include documentation demonstrating good faith efforts.
SMALL BUSINESS PARTICIPATION:
This Contract does not have a Small Business Element(SBE)set-aside.
IRS Number:
Signature and Title
2013 PROPOSAL-20
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
BIDDER'S LIST COLLECTION FORM
(Bidder's Information)
The sponsor is required by CFR Title 49, Subtitle A,Part 26, Subpart A, Section 26.11 to collect the
following information from the bidder.As such,it is the responsibility of the bidder to complete the
following information as a condition of submitting a proposal for this project. The sponsor will consider
incomplete information to be an irregular proposal.
Airport Name: Elizabeth Field Airport AIP No. 3-36-0029-XX-2019
Project Name: Airfield Electric Vault Rehabilitation
Bidder's Information
Firm Street Address, DBE/Non
Firm Name City, State,Zip Code, DBE Age of Firm Annual Gross
Phone No. Status Receipts
U Less than 1 year U Less than$500K
U 1-3 years U $500K-$1M
U DBE
U 4-7 years ❑ $l-$2M
U Non-DBE
U 8-10 years U $2-$5M
U More than 10 yrs. U More than$5M
(This form must be completed and submitted with the Proposal.)
2013 PROPOSAL-21
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
BIDDER'S LIST COLLECTION FORM
(Subcontractor's Information)
The sponsor is required by CFR Title 49, Subtitle A,Part 26, Subpart A, Section 26.11 to collect the
following information from each subcontractor submitting a quote, bid or proposal to the bidder.As such,
it is the responsibility of the bidder to complete the following information as a condition of submitting a
proposal for this project.The sponsor will consider incomplete information to be an irregular proposal.
Please note that the information requested below must be filled out for each quote received by the bidder,
regardless of DBE status.For example, if the bidder requests quotes from three contractors for electrical
work,the information requested below must filled out for the three subcontractors. It is important to note
that providing the information does not commit the bidder to using any one of the three subcontractors in
the work.
Airport Name: Elizabeth Field Airport AIP No. 3-36-0029-XX-2019
Project Name: Airfield Electric Vault Rehabilitation
Subcontractor's Information
Firm Street Address, DBE/Non
Firm Name City, State,Zip Code, DBE Age of Firm Annual Gross
Phone No. Status Receipts
❑ Less than I year ❑ Less than$500K
U DBE U 1-3 years U $500K-$1M
L Non-DBE
U 4-7 years ❑ $1-$2M
U 8-10 years ❑ $2-$5M
LJ More than 10 yrs. LJ More than$5M
L Less than 1 year U Less than$500K
❑ DBE J 1-3 years L $500K-$1M
El Non-DBE 114-7 years 11 $1-$2M
U 8-10 years U $2-$5M
L More than 10 yrs L More than$5M
L Less than 1 year ❑ Less than$500K
L DBE = 1-3 years $500K-$1M
u Non-DBE 4-7 years $1-$2M
8-10 years _ $2-$5M
More than 10 yrs. More than$5M
2013 PROPOSAL-22
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
Firm Street Address, DBE/Non
Firm Name City,State,Zip Code, DBE Age of Firm Annual Gross
Phone No. Status Receipts
❑ Less than 1 year ❑ Less than$500K
U DBE U 1-3 years U $500K-$1M
❑ Non-DBE ❑ 4-7 years LD $l-$2M
U 8-10 years U $2-$5M
U More than 10 yrs. a More than$5M
U Less than 1 year U Less than$500K
❑ DBE ❑ 1-3 years ❑ $500K-$lM
❑ Non-DBE ❑ 4-7 years ❑ $1-$2M
U 8-10 years LI $2-$5M
❑ More than 10 yrs. ❑ More than$5M
❑ Less than 1 year ❑ Less than$500K
❑ DBE ❑ 1-3 years ❑ $500K-$1 M
U Non-DBE L 4-7 years' ❑ $I-$2M
❑ 8-10 years ❑ $2-$5M
❑ More than 10 yrs. ❑ More than$5M
U Less than 1 year L Less than$500K
U DBE U 1-3 years L $500K-$lM
❑ Non-DBE ❑ 4-7 years ❑ $l-$2M
U 8-10 years ❑ $2-$5M
U More than 10 yrs. More than$5M
(Copy this form and submit with your original proposal if more space is needed.)
(This form must be completed and submitted with the Proposal.)
2013 PROPOSAL-23
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
SAFETY PLAN COMPLIANCE DOCUMENT (SPCD) CERTIFICATION
Project Location:
Project Name:
Contractor's Official Name:
Contact Person: Telephone:
Street Address:
City: State: Zip:
Certification Statement:
I certify that I have read the Construction Safety and Phasing Plan (CSPP) included in the Contract
Documents and if awarded this Contract, I will abide by its requirements as written.
I certify that I have read the Safety Plan Compliance Document(SPCD) included in the Contract
Documents and if awarded this Contract, I will abide by its requirements as written;
I certify that I will provide the information required in the SPCD prior to the start of construction work, if
awarded this Contract, and that I will provide any additional information requested by the Owner.
Printed Name of Signer Signature
Title Date
END OF PROPOSAL
2013 PROPOSAL-24
MAY 02, 2019 1 SUFFOLKTIMES.COM
LEGAL NOTICE
NOTICE TO BIDDERS
FOR THE CONSTRUCTION OF THE
AIRFIELD ELECTRICAL VAULT
REHABILITATION PROJECT
AT
ELIZABETH FIELD AIRPORT
FISHERS ISLAND
TOWN OF SOUTHOLD,NEW YORK
Sealed proposals for the construction of the
Airfield Electrical Vault Rehabilitation
Contract will be received at the Town Clerk's
Office,53095 Route 25,Southold,New York
11971,until 2:00 P.M.,local time,May 30,
2019,and there,at said office,at said time,
publicly opened and read aloud
This project involves minor rehabilitation
of an existing 265 sq.ft electrical vault,in-
cluding replacing miscellaneous airfield
lighting equipment, mmor interior and ex-
terior structural and architectural repairs,in-
stallation of a new interior shelving system
for equipment,and installation of new HVAC
system
The Contract Documents(consisting of the
Advertisement, the Proposal, the Contract
Form,and the Specifications)and the Con-
tract Drawings may be obtained only by
downloading the documents from a OneDrive
sharepomt site. Access can be obtained by
contacting Thomas Horth of C&S Engineers,
Inc at thorth@cscos com where the Contrac-
tor's name,contact name,address,telephone
number,and email address will be recorded
on the plan holders list.There is no charge to
download the contract documents and con-
tract drawings Submitted proposals that
were not recorded on the plan holders list
shall be considered non-responsive.
The legal notice may be viewed online at
the Southold Town Website* www.
southoldtownny gov,under "Public and Le-
gal Notices/Employment Opportunities"
Copies of the above described Contract
Documents may be examined at no expense at
the Town Clerk's Office, 53095 Route 25,
Southold,New York 11971,C&S Engineers,
Inc,499 Col.Eileen Collins Boulevard,Syra-
cuse, New York 13212, and at the Fishers
Island Ferry District Office on Fishers Island
Bidders may inspect the property upon
which the work is to occur.The property is
located at the Elizabeth Field Airport,Fishers
Island,New York,06390 Bidders must con-
tact Gordon Murphy,Assistant Airport Man-
ager, Fishers Island Ferry District (Phone.
(631)788-7463,ext 201)at least 24-hours in
advance to coordinate site access Any ques-
tions regarding this project may be directed to
Thomas Horth, of C&S Engineers, Inc in
Syracuse, NY, at (315) 455-2000 or email
thorth@cscos.com.
Each proposal must be accompanied by a
certified check or bid bond in the amount of
five percent(5%)of the total maximum pro-
posal price(combination of base bid or alter-
nate bid plus add-on items)for the contract in
the form and subject to the conditions pro-
vided in the Preparation of Proposal
The Southold Town Board reserves the
right to reject any and all bids and waive any
and all informalities in any bid should it be
deemed in the best interest of the Town of
Southold to do so.All bids must be signed and
sealed in envelopes plainly marked "AIR-
FIELD ELECTRICAL VAULT REHA-
BILITATION PROJECT AT THE
ELIZABETH FIELD AIRPORT"and sub-
mitted to the Town Clerk
The bid price shall not include any tax,
federal,state,or local,from which the Town
of Southold is exempt
ELIZABETH A NEVILLE
SOUTHOLD TOWN CLERK
2344400 -
Neville, Elizabeth
From: Neville, Elizabeth
Sent: Friday,April 26, 2019 11:03 AM
To: 'Tom Horth'; Gordon Murphy
Cc: Geb Cook; Duffy, Bill; Silleck, Mary
Subject: RE: Project for Public Bidding - Elizabeth Field Airport
Importance: High
Good Morning Mr. Horth,
I have reviewed the Legal Notice Advertisement for the Notice to the Bidders.The only change/addition that should be
made is in Paragraph 5, line 2 please add: y.
"Southold Town Website www.southoldtownny.gov Legal Notices" f ''
The Town Attorney will be reviewing the documents by the end of today and advising of his approval.
Elizabeth A. Neville, MMC
Southold Town Clerk,Registrar of Vital Statistics
Records Management Officer;FOIL Officer
Marriage Officer
PO Box 1179
Southold,NY 11971
Tel.631765-1800,Ext.228
Fax 631 765-6145
Cell 631466-6064
From: Tom Horth [mailto:thorth@cscos.com]
Sent: Friday, April 26, 2019 8:30 AM
To: Gordon Murphy; Neville, Elizabeth
Cc: Geb Cook; Duffy, Bill; Silleck, Mary
Subject: RE: Project for Public Bidding - Elizabeth Field Airport
Hello All,
Just following up on my email of earlier this week. Please review and respond at your earliest possible convenience.
Thank you,
Tom ;
Thomas J. H®rth, P.E.
,Principal Engineer
C&S Companies
i
thorth@cscos.com I office:(315)455-2000 1 direct:(315)703-4244 1 cell:(315)413-9574
499 Col. Eileen Collins Blvd.,Syracuse, NY 13212
Build your career at C&S! I www.cscos.com I Facebook I Twitter I Linkedin
CONFIDENTIALITY NOTICE:This e-mail,including any attachment(s)to it,is intended for the exclusive use of the addressee(s)and
may contain proprietary,confidential,or privileged information if you are not the intended recipient,you are hereby notified that
any use,disclosure,copying,distribution,or taking of any action on reliance on this information is strictly prohibited.if you have
received this e-mail in error,please notify the sender immediately by e-mail and delete the message.
From: Gordon Murphy<gmurphy@fiferry.com>
Sent: Monday,April 22, 2019 7:55 AM
To:Tom Horth<thorth@cscos.com>; e.neville@town.southold.ny.us
Cc: Geb Cook<gcook@fiferry.com>; Duffy, Bill (billd@southoldtownny.gov)<billd@southoldtownny.gov>; 'Silleck, Mary
(marys@southoldtownny.gov)'<marys@southoldtownny.gov>
Subject: RE: Project for Public Bidding- Elizabeth Field Airport
Tom,
Thank you.
Bill/Mary,
FYI—
Gordon
From:Tom Horth [mailto:thorth@cscos.com]
Sent: Monday,April 22, 2019 7:48 AM
To: e.neville@town.southold.nv.us
Cc: Geb Cook<gcook@fiferry.com>; Gordon Murphy<gm u rp hy@ fife rry.com>
Subject: Project for Public Bidding- Elizabeth Field Airport
Hello Ms. Neville-
As you may be aware, the Town of Southold is pursuing a federal grant through FAA for funds toward the rehabilitation
of the Elizabeth Field Airport Electrical Building; Fishers Island. C&S Engineers, Inc. has been retained to prepare
construction documents for public bidding.
At your earliest convenience, I ask for your review of the attached project advertisement and bid proposal documents.
The documents available for bidding will include project specifications (which contains the advertisement and proposal)
and contract drawings. C&S Engineers, Inc.will facilitate contract plan distribution and the plan holder's list per the
advertisement.
Should you wish to review the bid specifications in their entirety, below please find a link to a draft version:
https://cscos-my.sharepoint.com/:b:/p/thorth/EZClIG603aFMgudhNo9tWaUBEvXRvegi8XRQnuzhmJCHvQ?e=KDSi9E
2
The project advertisement may need to be posted in the local publication; please advise if you require assistance with
coordinating this process.
Here are the dates we're targeting to complete the grant application process:
• 5/01/19: Advertise Project
• 5/30/19: Receive Bids
• 6/07/19: Submit Final FAA Grant Application
Please let me know if the above dates are acceptable and if you have questions on any of the above or attached.
,Geb/Gordon`, I ask for your assistance with coordinating any resolutions necessary to meet the above timeline.
Thanks,
Tom
Phomas J. Worth, P.E.
Principal Engineer
C&S Companies
thorth(@cscos.com office:(315)455-2000 1 direct:(315)703-4244 1 cell:(315)413-9574
499 Col. Eileen Collins Blvd.,Syracuse, IVY 13212
Build your career at C&S! I www.cscos.com I Facebook I Twitter I Linkedin
CONFIDENTIALITY NOTICE.This e-mail,including any attachment(s)to it,is intended for the exclusive use of the addressee(s)and
may contain proprietary,confidential,or privileged information If you are not the intended recipient,you are hereby notified that
any use,disclosure,copying,distribution,or taking of any action in reliance on this information is strictly prohibited.If you have
received this e-mail in error,please notify the sender immediately by e-mail and delete the message.
3
FISHERS ISLAND FERRY DISTRICT
March 4,2019
RESOLUTION 2019-036
Whereas the Design of the Airfield Electrical Vault Rehabilitation was approved in the ACIP for
FY2018; and
WHEREAS,the C&S Engineers ("C&S") has prepared a Lump Sum Consultant Agreement
("Agreement") to design the electrical vault and management has reviewed and recommends
this Agreement;
Therefore it is RESOLVED that the Board of Commissioners approves the Lump Sum Consultant
Agreement to Design the Airfield Electrical Vault not to exceed $28,550 and further authorizes
management to execute the Agreement and any ancillary document s subject to review by the
Town Attorney and District Counsel;
It is further resolved to request that the Town of Southold as the sponsor of Elizabeth Field Air-
Moved by: Commissioner D. Shillo
Seconded by: Commissioner A.Ahrens
Ayes:A.Ahrens,W. Bloethe, P. Rugg and D.Shillo
Nays: None
-RESOLUTION 2019-231
ADOPTED DOC ID: 15005
THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2019-231 WAS
ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON
MARCH 12,2019:
RESOLVED that the Town Board of the Town of Southold hereby ratifies and approves the
resolutions of,the Fishers Island Ferry District Board of Commissioners dated March 12, 2019,
as follows:
FIFD resolution# Regarding
2019-030 2018 Budget Mod
2019-031 2019 Budget Mod
2019-034 Legal - Passenger Ferry
2019-035 2019 - 2024 ACIP
2019-036 Legal - Airaort
, ,"- 67-2�U�
Elizabeth A. Neville
Southold Town Clerk
RESULT: ADOPTED [UNANIMOUS]
MOVER: Robert Ghosio, Councilman
SECONDER:Louisa P. Evans, Justice
AYES: Dinizio Jr, Ruland, Doherty, Ghosio, Evans, Russell
Neville, Elizabeth
From: Tom Horth <thorth@cscos.com>
Sent: Monday,April 22, 2019 7:49 AM
To: Neville, Elizabeth
Cc: gcook@fiferry.com; Gordon Murphy
Subject: Project for Public Bidding - Elizabeth Field Airport
Attachments: OB8 Airfield Vault Rehab -Advertisement_04.22.19.pdf; OB8 Airport Vault Rehab
Pro posal_04.22.19.pdf
Hello Ms. Neville-
As you may be aware,the Town of Southold is pursuing a federal grant through FAA for funds toward the rehabilitation
of the Elizabeth Field Airport Electrical Building; Fishers Island. US Engineers, Inc. has been retained to prepare
construction documents for public bidding.
At your earliest convenience, I ask for your review of the attached project advertisement and bid proposal documents.
The documents available for bidding will include project specifications (which contains the advertisement and proposal)
and contract drawings. C&S Engineers, Inc.will facilitate contract plan distribution and the plan holder's list per the
advertisement.
Should you wish to review the bid specifications in their entirety, below please find a link to a draft version:
https://cscos-my.sharepoint.com/:b:/p/thorth/EZClIG603aFMgudhNo9tWaUBEvXRvegj8XRQnuzhmJCHvQ?e=KDSi9E
The project advertisement may need to be posted in the local publication; please advise if you require assistance with
coordinating this process.
Here are the dates we're targeting to complete the grant application process:
• 5/01/19: Advertise Project
• 5/30/19: Receive Bids
• 6/07/19: Submit Final FAA Grant Application
Please let me know if the above dates are acceptable and if you have questions on any of the above or attached.
Gordon, I ask for your assistance with coordinating,any resolutions necessary to meet the above timeline.
Thanks,
Tom '
Thomas J. Horth, P.E.
Principal Engineer
COMOPANIES C&S Companies
thorthbcscos.com office:(315)455-2000 1 direct:(315)703-4244 1 cell:(315)413-9574
499 Col. Eileen Collins Blvd.,Syracuse, NY 13212
Build your career at C&5! 1 www.cscos.com 1 Facebook 1 Twitter 1 Linkedin
1
CONFIDENTIALITY NOTICE:This e-mail,including any attachment(s)to it,is intended forth e exclusive use of the addressee(s)and
may contain proprietary,confidential,or privileged information if you are not the intended recipient,you are hereby notified that
any use,disclosure,copying,distribution,or taking of any action in reliance on this information is strictly prohibited.If you have
received this e-mail in error,please notify the sender immediately by e-mail and delete the message.
ATTENTION: This email came from an external source. Do not open attachments or click on links from
unknown senders or unexpected emails.
2
ADVERTISEMENT
NOTICE TO BIDDERS
FOR THE CONSTRUCTION OF THE
AIRFIELD ELECTRIC VAULT REHABILITATION PROJECT
AT
ELIZABETH FIELD AIRPORT
FISHERS ISLAND
TOWN OF SOUTHOLD,NEW YORK
Sealed proposals for the construction of the Airfield Electric Vault Rehabilitation Contract will be
received at the Town Clerk's Office, 53095 Route 25, Southold,New York 11971, until 2:00 P.M., local
time, May 30,2019, and there, at said office,at said time,publicly opened and read aloud.
This project involves minor rehabilitation of an existing 265 sq.ft. electrical vault, including replacing
miscellaneous airfield lighting equipment, minor interior and exterior structural and architectural repairs,
installation of a new interior shelving system for equipment, and installation of new HVAC system.
The Contract Documents (consisting of the Advertisement, the Proposal, the Contract Form, and the
Specifications) and the Contract Drawings may be obtained only by downloading the documents from a
OneDrive sharepoint site. Access can be obtained by contacting Thomas Horth of C&S Engineers, Inc. at
thorth@cscos.com where the Contractor's name,contact name,address,telephone number,and email address
will be recorded on the plan holders list.There is no charge to download the contract documents and contract
drawings. Submitted proposals that were not recorded on the plan holders list shall be considered non-
responsive.
The legal notice may be viewed online at the Southold Town.Website: www.southoldtownngov,
under"Public and Legal Notices/Employment Opportunities".
Copies of the above described Contract Documents may be examined at no expense at the Town Clerk's
Office, 53095 Route 25, Southold,New York 11971; C&S Engineers, Inc.,499 Col.Eileen Collins
Boulevard, Syracuse,New York 13212; and at the Fishers Island Ferry District Office on Fishers Island.
Bidders may inspect the property upon which the work is to occur. The property is located at the Elizabeth
Field Airport, Fishers Island,New York, 06390. Bidders must contact Gordon Murphy, Assistant Airport
Manager, Fishers Island Ferry District (Phone: (631) 788-7463, ext. 201) at least 24-hours`in advance to
coordinate site access. Any questions regarding this project may be directed to Thomas Horth, of C&S
Engineers,Inc. in Syracuse,NY, at(315)455-2000 or email thorth@—cscos.com.
Each proposal must be accompanied by a certified check or bid bond in the amount of five percent(5%)
of the total maximum proposal price(combination of base bid or alternate bid plus add-on items)for the
contract in the form and subject to the conditions provided in the Preparation of Proposal.
The Southold Town Board reserves the right to reject any and all bids and waive any and all informalities
in any bid should it be deemed in the best interest of the Town of Southold to do so.All bids must be signed
and sealed in envelopes plainly marked "AIRFIELD ELECTRIC VAULT REHABILITATION
PROJECT AT THE ELIZABETH FIELD AIRPORT"and submitted to the Town Clerk.
The bid price shall not include any tax,federal,state,or local,from which the Town of Southold is exempt.
ELIZABETH A.NEVILLE
SOUTHOLD TOWN CLERK
END OF ADVERTISEMENT
05/15 ADV-1
ADVERTISEMENT
NOTICE TO BIDDERS
FOR THE CONSTRUCTION OF THE
AIRFIELD ELECTRIC VAULT REHABILITATION PROJECT
AT
ELIZABETH FIELD AIRPORT
FISHERS ISLAND
TOWN OF SOUTHOLD,NEW YORK
Sealed proposals for the construction of the Airfield Electric Vault Rehabilitation Contract will be
received at the Town Clerk's Office, 53095 Route 25, Southold,New York 11971, until 2:00 P.M., local
time, May 30,2019,and there, at said office, at said time,publicly opened and read aloud.
This project involves minor rehabilitation of an existing 265 sq.ft. electrical vault, including replacing
miscellaneous airfield lighting equipment, minor interior and exterior structural and architectural repairs,
installation of a new interior shelving system for equipment,and installation of new HVAC system.
The Contract Documents (consisting of the Advertisement, the Proposal, the Contract Form, and the
Specifications) and the Contract Drawings may be obtained only by downloading the documents from a
OneDrive sharepoint site. Access can be obtained by contacting Thomas Horth of C&S Engineers, Inc. at
thorth@cscos.com where the Contractor's name,contact name,address,telephone number,and email address
will be recorded on the plan holders list.There is no charge to download the contract documents and contract
drawings. Submitted proposals that were not recorded on the plan holders list shall be considered non-
responsive.
The legal notice may be viewed online at the Southold Town Website: www.southoldtowngy.gov,
under"Public and Legal Notices/Employment Opportunities".
Copies of the above described Contract Documents may be examined at no expense at the Town Clerk's
Office, 53095 Route 25, Southold,New York 11971; C&S Engineers, Inc., 499 Col.Eileen Collins
Boulevard, Syracuse,New York 13212; and at the Fishers Island Ferry District Office on f fishers Island.
Bidders may inspect the property upon which the work is to occur.The property is located at the Elizabeth
Field Airport, Fishers Island,New York, 06390. Bidders must contact Gordon Murphy, Assistant Airport
Manager, Fishers Island Ferry District (Phone: (631) 788-7463, ext. 201) at least 24-hours in advance to
coordinate site access. Any questions regarding this project may be directed to Thomas Horth, of C&S
Engineers, Inc. in Syracuse,NY, at(315)455-2000 or email thorth@cscos.com.
Each proposal must be accompanied by a certified check or bid bond in the amount of five percent(5%)
of the total maximum proposal price(combination of base bid or alternate bid plus add-on items)for the
contract in the form and subject to the conditions provided in the Preparation of Proposal.
The Southold Town Board reserves the right to reject any and all bids and waive any and all informalities
in any bid should it be deemed in the best interest of the Town of Southold to do so.All bids must be signed
and sealed in envelopes plainly marked "AIRFIELD ELECTRIC VAULT REHABILITATION
PROJECT AT THE ELIZABETH FIELD AIRPORT"and submitted to the Town Clerk.
The bid price shall not include any tax,federal,state,or local,from which the Town of Southold is exempt.
ELIZABETH A.NEVILLE
SOUTHOLD TOWN CLERK
END OF ADVERTISEMENT
05115 ADVA
Z a
Neville, Elizabeth
From: Tom Horth <thorth@cscos.com>
Sent: Sunday, April 28, 2019 10:35 AM
To: Neville, Elizabeth; Gordon Murphy
Cc: Geb Cook; Duffy, Bill; Silleck, Mary
Subject: RE: Project for Public Bidding - Elizabeth Field Airport
Attachments: OB8 Airfield Vault Rehab -Advertisement_04.28.19.pdf
Thank you Ms. Neville. Attached is a revised version of the Advertisement. Please note that I included your requested
statement as a stand-alone item (4th paragraph). I interpreted only the legal advertisement being available on the
Southold website, let me know if this isn't what you had in mind.
Kind regards,
Tom
r
Thomas J. Horth, P.E.
® Principal Engineer
C&S Companies
thorth@@cscos.com I office:(315)455-2000 1 direct:(315)703-4244 1 cell:(315)413-9574
499 Col. Eileen Collins Blvd.,Syracuse, NY 13212
Build your career at C&S! I www.cscos.com I Facebook I Twitter I Linkedin
CONFIDENTIALITY NOTICE-This e-mail,including any attachment(s)to it,is intended for the exclusive use of the addressee(s)and
may contain proprietary,confidential,or privileged information.If you are not the intended recipient,you are hereby notified that
any use,disclosure,copying,distribution,or taking of any action in reliance on this information is strictly prohibited.If you have
received this e-mail in error,please notify the sender immediately by e-mail and delete the message.
From: Neville, Elizabeth <E.Neville@town.southold.ny.us>
Sent: Friday, April 26, 2019 11:03 AM
To:Tom Horth <thorth@cscos.com>; Gordon Murphy<gmurphy@fiferry.com>
Cc:Geb Cook<gcook@fiferry.com>; Duffy, Bill <billd@southoldtownny.gov>; Silleck, Mary
<marys@town.southold.ny.us>
Subject: RE: Project for Public Bidding- Elizabeth Field Airport
Importance: High
Good Morning Mr. Horth,
I have reviewed the Legal Notice Advertisement for the Notice to the Bidders.The only change/addition that should be
made is in Paragraph 5, line 2 please add:
"Southold Town Website www.southoldtownny.gov Legal Notices"
The Town Attorney will be reviewing the documents by the end of today and advising of his approval.
1
Elizabeth A. Neville, MMC
Southold Town Clerk,Registrar of Vital Statistics
Records Management Officer;FOIL Officer
Marriage Officer
PO Box 1179
Southold,NY 11971
Tel. 631765-1800,Ext.228
Fax 631765-6145
Cell 631466-6064
From: Tom Horth [mailto:thorth(-Ocscos.com]
Sent: Friday, April 26, 2019 8:30 AM
To: Gordon Murphy; Neville, Elizabeth
Cc: Geb Cook; Duffy, Bill; Silleck, Mary
Subject: RE: Project for Public Bidding - Elizabeth Field Airport
Hello All,
Just following up on my email of earlier this week. Please review and respond at your earliest possible convenience.
Thank you,
Tom
Thomas J. Horth, P.E.
Principal Engineer
C&S Companies
thorth@cscos.com office:(315)455-2000 1 direct:(315)703-4244 1 cell:(315)413-9574
499 Col. Eileen Collins Blvd.,Syracuse, NY 13212
Build your career at C&S! I www.cscos.com I Facebook I Twitter I Unkedin
CONFIDENTIALITY NOTICE.This e-mail,including any attachment(s)to it,is intended for the exclusive use of the addressee(s)and
may contain proprietary,confidential,or privileged information.if you are not the intended recipient,you are hereby notified that
any use,disclosure,copying,distribution,or taking of any action in reliance on this information is strictly prohibited.If you have
received this e-mail in error,please notify the sender immediately by e-mail and delete the message.
From: Gordon Murphy<gmurphv@fiferry.com>
Sent: Monday, April 22, 2019 7:55 AM
To:Tom Horth <thorth@cscos.com>; e.neville@town.southold.ny.us
Cc: Geb Cook<gcook@fiferry.com>; Duffy, Bill (bilid(@southoldtownny.Pov) <billd@southoldtownny.gov>; 'Silleck, Mary
(mares@southoldtownny.gov)' <marys@southoldtownny.gov>
Subject: RE: Project for Public Bidding- Elizabeth Field Airport
Tom,
2
Thank you.
Bill/Mary,
FYI—
Gordon
From:Tom Horth [mailto:thorth@cscos.com]
Sent:�Monday,April 22, 2019 7:48 AM
To:e.neville@town.southold.nv.us
Cc: Geb Cook<gcook@fiferry.com>; Gordon Murphy<gmurphv@fiferry.com>
Subject: Project for Public Bidding- Elizabeth Field Airport
Hello'Ms. Neville-
As you may be aware,the Town of Southold is pursuing a federal grant through FAA for funds toward the rehabilitation
of the Elizabeth Field Airport Electrical Building; Fishers Island. C&S Engineers, Inc. has been retained to prepare
construction documents for public bidding.
At your earliest convenience, I ask for your review of the attached project advertisement and bid proposal documents.
The documents available for bidding will include project specifications(which contains the advertisement and proposal)
and contract drawings. C&S Engineers, Inc. will facilitate contract plan distribution and the plan holder's list per the
advertisement.
Should you wish to review the bid specifications in their entirety, below,please find a link to a draft version:
https://cscos-my.sharepoint.com/:b:/p/thorth/EZClIG603aFMgudhNo9tWaUBEvXRvegi8XRQnuzhmJCHvQ?e=KDSi9E
The project advertisement may need to be posted in the local publication; please advise if you require assistance with
coordinating this process.
Here are the dates we're targeting to complete the grant application process:
• 5/01/19: Advertise Project
• 5/30/19: Receive Bids
• 6/07/19: Submit Final FAA Grant Application
Please let me know if the above dates are acceptable and if you have questions on any of the above or attached.
66b/Gordon, I ask for your assistance with coordinating any resolutions necessary to meet the above timeline.
Thanks,
Tom
Thomas J. Horth, P.E.
Principal Engineer
C&S Companies
thorth@cscos.com I office:(315)455-2000 1 direct:(315)703-4244 1 cell:(315)413-9574
499 Col. Eileen Collins Blvd.,Syracuse, NY 13212
Build your career at C&S! I www.cscos.com I Facebook I Twitter I Linkedin
3
0. P
CONFIDENTIALITY NOTICE:This e-mail,including any attachment(s)to it,is intended for the exclusive use of the addressee(s)and
may contain proprietary,confidential,or privileged information.If you are not the intended recipient,you are hereby notified that
any use,disclosure,copying,distribution,or taking of any action in reliance on this information is strictly prohibited.If you have
received this e-mail in error,please notify the sender immediately by e-mail and delete the message.
4
Gordon
From:Tom Horth [mailto:thorth@cscos.com]
Sent: Monday,April 22, 2019 7:48 AM
To: e.neville@town.southold.ny.us
Cc: Geb Cook<gcook(@fiferry.com>; Gordon Murphy<gmurphy@fiferry.com>
Subject: Project for Public Bidding- Elizabeth Field Airport
Hello Ms. Neville-
As you may be aware,the Town of Southold is pursuing a federal grant through FAA for funds toward the rehabilitation
of the Elizabeth Field Airport Electrical Building; Fishers Island. C&S Engineers, Inc. has been retained to prepare
construction documents for public bidding.
At your earliest convenience, I ask for your review of the attached project advertisement and bid proposal documents.
The documents available for bidding will include project specifications (which contains the advertisement and proposal)
and contract drawings. C&S Engineers, Inc. will facilitate contract plan distribution and the plan holder's list per the
advertisement.
Should you wish to review the bid specifications in their entirety, below please find a link to a draft version:
https://cscos-my.sharepoint.com/•b•/p/thorth/EZCIIG603aFMgudhNo9tWaUBEvXRveg*8XRQnuzhmJCHyQ?e=KDSi9E
The project advertisement may need to be posted in the local publication; please advise if you require assistance with
coordinating this process.
Here are the dates we're targeting to complete the grant application process:
• 5/01/19: Advertise Project
• 5/30/1.9: Receive Bids
• 6/07/19: Submit Final FAA Grant Application
Please let me know if the above dates are acceptable and if you have questions on any of the above or attached.
Geb/Gordon, I ask for your assistance with coordinating any resolutions necessary to meet the above timeline.
Thanks,
Tom
Thomas J. Horth, P.E.
°y
Principal Engineer
C&S Companies
thorth@cscos.com 1 office: (315)455-2000 1 direct:(315)703-4244 1 cell:(315)413-9574
499 Col. Eileen Collins Blvd.,Syracuse, NY 13212
Build your career at C&5! I www.cscos.com 1 Facebook I Twitter 1 Linkedin
CONFIDENTIALITY NOTICE:This e-mail,including any attachment(s)to it,is intended for the exclusive use of the addressee(s)and
may contain proprietary,confidential,or privileged information.If you are not the intended recipient,you are hereby notified that
any use,disclosure,copying,distribution,or taking of any action in reliance on this information is strictly prohibited.If you have
received this e-mail in error,please notify the sender immediately by e-mail and delete the message.
2
Neville, Elizabeth
From: Tom Horth <thorth@cscos.com>
Sent: Friday,April 26, 2019 8:30 AM
To: Gordon Murphy; Neville, Elizabeth
Cc: Geb Cook; Duffy, Bill; Silleck, Mary
Subject: RE: Project for Public Bidding - Elizabeth Field Airport
Attachments: OB8 Airport Vault Rehab Proposal_04.22.19.pdf, OB8 Airfield Vault Rehab -
Advertisement_04.22.19.pdf
Hello All,
Just following up on my email of earlier this week. Please review and respond at your earliest possible,convenience.
Thank you;—
Tom
Thomas J. Horth, P.E.
Principal Engineer
* - -- C&S Com' panies-
thorth@cscos.com
thorth@cscos.com 1 office:(315)455-2000 1 direct:(315)703-4244 1 cell:(315)413-9574
499 Col. Eileen Collins Blvd.,Syracuse, NY 13212
Build your career at C&5! 1 www.cscos.com 1 Facebook 1 Twitter 1 Linkedin
CONFIDENTIALITY NOTICE:This e-mail,including any attachments)to it,is intended for the exclusive use of the addressee(s)and
may contain proprietary,confidential,or privileged information If you are not the intended recipient,you are hereby notified that
any use,disclosure,copying,distribution,or taking of any action in reliance on this information is strictly prohibited.If you have
received this e-mail in error,please notify the sender immediately by e-mail and delete the message.
From: Gordon Murphy<gmurphy@fiferry.com>
Sent: Monday,April 22, 2019 7:55 AM
To:Tom Horth<thorth@cscos.com>; e.neville@town.southold.ny.us
Cc: Geb Cook<gcook@fiferry.com>; Duffy, Bill (billd@southoldtownny.gov)<billd@southoldtownny.gov>; 'Silleck, Mary
(marys@southoldtownny.gov)'<marys@southoldtownny.gov>
Subject: RE: Project for Public Bidding- Elizabeth Field Airport
Tom,
Thank you.
Bill/Mary,
FYI–
i
Dopm it
NCw L oN9 a n1 aul
ADVERTISEMENT r
NOTICE TO BIDDERS
FOR THE CONSTRUCTION OF THE
AIRFIELD ELECTRIC VAULT REHABILITATION PROJECT
AT
ELIZABETH FIELD AIRPORT
FISHERS ISLAND
TOWN OF SOUTHOLD,NEW YORK
Sealed proposals for the construction of the Airfield Electric Vault Rehabilitation Contract will be
received at the Town Clerk's Office, 53095 Route 25, Southold, New York 11971, until 2:00 P.M., local
time, May 30,2019, and there, at said office, at said time, publicly opened and read aloud.
This project involves minor rehabilitation of an existing 265 sq.ft. electrical vault, including replacing
miscellaneous airfield lighting equipment, minor interior and exterior structural and architectural repairs,
installation of a new interior shelving system for equipment, and installation of new HVAC system.
The Contract Documents (consisting of the Advertisement, the Proposal, the Contract Form, and the
Specifications) and the Contract Drawings may be obtained only by downloading the documents from a
OneDrive account. Access can be obtained by contacting Thomas Horth of C&S Engineers, Inc. at
thorthgcscos.com where the Contractor's name,contact name,address,telephone number,and email address
will be recorded on the plan holders list.There is no charge to download the contract documents and contract
drawings. Submitted proposals that were not recorded on the plan holders list shall be considered non-
responsive.
Bidders may inspect the property upon which the work is to occur.The property is located at the Elizabeth
Field Airport, Fishers Island,New York, 06390. Bidders must contact Gordon Murphy, Assistant Airport
Manager, Fishers Island Ferry District (Phone: (631) 788-7463, ext. 201) at least 24-hours in advance to
coordinate site access. Any questions regarding this project may be directed to Thomas Horth, of C&S
Engineers,Inc. in Syracuse,NY, at(315)455-2000 or email thorth@cscos.com. W bsi fG�
BeJ �pWN
Copies of the above described Contract Documents may be examined at no expense at the Town Clerk's
Office, 53095 Route 25, Southold, New York 11971; C&S Engineers, Inc., 499 Col. Eileen Collins
1,1e Boulevard, Syracuse,New York 13212; and at the Fishers Island Ferry District Office on Fishers Island.
o�-
_Each_proposal must be accomanp ied by a certified check or bid bond in the amount of five percent(5%)
of the total maximum proposal price(combination of base bid or alternate bid plus add-on items)for the
contract in the form and subiect to the conditions provided in the Preparation of Proposal.
The Southold Town Board reserves the right to reject any and all bids and waive any and all informalities
in any bid should it be deemed in the best interest of the Town of Southold to do so.All bids,must be signed
and sealed in envelopes plainly marked "AIRFIELD ELECTRIC VAULT REHABILITATION
PROJECT AT THE ELIZABETH FIELD AIRPORT" and submitted to the Town Clerk.
The bid price shall not include any tax, federal,state,or local,from which the Town of Southold is exempt.
ELIZABETH A.NEVILLE
SOUTHOLD TOWN CLERK
END OF ADVERTISEMENT
05/15 ADV-1
p!
h -
J
PROPOSAL
FOR CONSTRUCTION OF THE
AIRFIELD LIGHTING VAULT REHABILITATION
AT
ELIZABETH FIELD AIRPORT
FISHERS ISLAND
TOWN OF SOUTHOLD,NEW YORK
TO: Town Clerk's Office
53095 Route 25
Southold,New York 11971
The undersigned,as bidder,hereby declares that he/she has examined the site of the work and informed
himself/herself fully in regard to all conditions pertaining to the place where the work is to be done; that
he/she has examined and read the Contract Documents and Contract Drawings for the work and all
addenda relative thereto'furnished prior to the opening of bids;that he/she has satisfied himself/herself
relative to the work to be performed.
The bidder understands that the advertisement, located in the front of these Contract Documents,contains
the location and a description of the proposed construction, as well as indicates the place, date, and time
of the proposal opening; information about a Pre-Bid conference, if scheduled,is contained in the
advertisement;the time in which the work must be completed shall be in accordance with the subsection
titled FAILURE TO COMPLETE ON TIME of Section 80. If the bidder considers that the time to
complete the work is inadequate,they should not submit a bid.
The bidder understands the quantities for bid items listed on the proposal sheets are estimated quantities
only for the purpose of comparing bids; any difference between these estimated quantities and actual
quantities required for construction shall not be,taken as a basis for claims by the Contractor for extra
compensation; compensation will be based upon the unit prices and actual construction quantities.
The bidder understands that the description under each;item, being briefly stated, implies, although it does
not mention, all incidentals and that the prices stated are intended to cover all such work,materials and
incidentals as constitute bidder's obligations as described in the specifications and any details not
specifically mentioned, but evidently included in the Contract shall be compensated for in the item which
most logically includes it.
The bidder understands that proposal guaranty shall be in the form of a bid bond in the amount of
five percent(5%)of this bid in accordance with the'subsection titled BID GUARANTEE of Section
20; the proposal guaranty shall become the property of the Owner in the event the Contract and
bond(s)are not executed within the time above set forth, as liquidated damages for the delay and
additional expense to the Owner caused thereby.
The bidder agrees that upon receipt of written notice of the acceptance of this proposal,bidder will
execute the Contract attached within 15 days and deliver a Surety Bond or Bonds as required by the
subsection titled REQUIREMENTS OF CONTRACT BONDS OF Section 30.The bidder further agrees
to commence construction with an adequate work force,plant and equipment on the date stated in the
written notice to proceed and will progress therewith to its completion within the time stated, and in
accordance with this Contract and Specification.
2013, PROPOSAL-]
Elizabeth Field Airport
Town of Southold, New York
AIRFIELD ELECTRIC VAULT REHABILITATION PROJECT
Item Number Bid Item Lump Sam Price In Words Lump Sum Price
B-1 Base Bid $
AD-1 Add-On No. 1 (XXX) $
AD-2 Add-On No. 2(XXX) $
AD-3 Add-On No. 3 (XXX) $
ALG-1 Contingency Allowance Twenty Thousand Dollars $20,000.00
T-1 TOTAL $
PROPOSAL- 2
P
i
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
The bidder states that this proposal is based upon prevailing wages in Suffolk County,NY and in no case
are wages considered less than those predetermined by the State and Federal Departments of Labor,
schedules of which are contained in the Contract Documents.
The bidder proposes and agrees, if this Proposal is accepted,to contract in the form of contract specified
with the Town of Southold/Fishers Island Ferry District(Owner),to furnish all necessary materials,
equipment,machinery,tools, apparatus,means of transportation and labor necessary to complete the
construction of the Airfield Lighting and Signage Repairs project in full and complete accordance with
the shown,noted,described and reasonably'intended requirements of the Contract Documents and
Contract Drawings,to the full and entire satisfaction of the above said Owner,with a definite
understanding that no money will be allowed for extra work except as set forth in the attached Contract
Documents,for the unit prices listed for each item.
BIDDER,IF AN INDIVIDUAL:
BY:
(Printed Name)
(Signature)
COMPANY NAME:
ADDRESS:
PHONE NO:
DATE:
2013 PROPOSAL-3
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
BIDDER,IF A PARTNERSHIP(GIVE NAMES AND ADDRESSES OF EACH PARTNER):
BY:
(Printed Name)
(Signature)
COMPANY NAME:
ADDRESS:
PHONE NO:
DATE:
PARTNER'S PARTNER'S
NAME: NAME:
BUSINESS BUSINESS
ADDRESS: ADDRESS:
PARTNER'S PARTNER'S
NAME: NAME:
BUSINESS BUSINESS
ADDRESS: ADDRESS:
2013 PROPOSAL-4
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
BIDDER,IF A CORPORATION:
BY:
(Printed Name&Title)
(Signature)
CORPORATION
NAME:
ADDRESS: (SEAL)
STATE OF CORPORATION
CHARTER:
PHONE NO:
DATE:
PRESIDENT'S
NAME:
BUSINESS
ADDRESS:
SECRETARY'S TREASURER'S
NAME: NAME:
BUSINESS BUSINESS
ADDRESS: ADDRESS:
2013 PROPOSAL-5
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
ATTACHMENTS TO PROPOSAL
BIDDER and his/her surety, where appropriate,have completed and executed the attached documents
which are identified below.
Non-Collusive Bidding Certificate
Resolution for Corporate Bidders
Buy American Certification
Certifications:
- Certification of Non-Segregated Facilities
- Debarment& Suspension Certification
- Lobbying and Influencing Federal Employees
- Certification of Offerer/Bidder Regarding Tax Delinquency and Felony Convictions
- Trade Restriction
Bidder's Statement of Previous Contracts Subject to EEO Clause as Described in Section 70-21
Certification for Receipt of Addenda
Statement of Surety's Intent
Iranian Energy Sector Divestment Statement
Certification of Compliance with the Iran Divestment Act
Disadvantaged Business Enterprise(DBE) and Small Business Element(SBE) Statement
Bidder's List Collection Form (Bidder's Information)
Bidder's List Collection Form (Subcontractor's Information)
Safety Plan Compliance Document(SPCD)Certification
2013 PROPOSAL-6
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
NON-COLLUSIVE BIDDING CERTIFICATE
The Signer of this Bid declares:
A. That he/she has carefully examined the annexed form of the Agreement and Contract.
B. Pursuant to Section 103-d of the General Municipal Law,by submission of this Bid, each Bidder and
each person signing on behalf of any Bidder certifies,and in the case of a joint Bid each party thereto
certifies as to its own organization, under penalty of perjury,that to the best of knowledge and belief:
I. The prices in this Bid have been arrived at independently without collusion, consultation,
communication or agreement, for the purpose of restricting competition, as to any matter relating
to such prices with any other Bidder or with any competitor;
2. Unless otherwise required by law,the prices which have been quoted in this Bid have not been
knowingly disclosed by the Bidder, and will not knowingly be disclosed by the Bidder prior to
opening, directly or indirectly,to any other Bidder or to any competitor; and
3. No attempt has been made or will be made by the Bidder to induce any other person,partnership
or corporation to submit or not to submit a Bid for the purpose of restricting competition.
I hereby affirm under the penalties of perjury that the foregoing statement is true.
Affix Seal BIDDER:
if Principal
is Corporation BY:
TITLE:
STATE OF NEW YORK
SS:
COUNTY OF )
On the day of ,20 , before me personally came
to me]mown, who,being by me duly sworn, did swear and affirm that he/she resides at
;that he/she is the
of the Bidder herein and signs the foregoing Non-Collusive Certification on behalf of such Bidder;that
he/she executed the foregoing Non-Collusive Certification;and that,to the best of his knowledge and
belief,the statement made in the foregoing Non-Collusive Certification is true.
NOTARY PUBLIC
MY COMMISSION EXPIRES:
(This form must be completed and submitted with the Proposal.)
2013 PROPOSAL-7
r
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
RESOLUTION FOR CORPORATE BIDDERS
RESOLVED,that be authorized
(Name of Officer)
to sign and submit the bid or proposal of this corporation for the following project:
Airfield Electric Vault Rehabilitation
and to include in such bid or proposal the certificate as to non-collusion required by section one hundred
three-d of the General Municipal Law as the act and deed of such corporation, and for any inaccuracies or
misstatements in such certificate this corporate bidder shall be liable under penalties of perjury.
The foregoing is a true and correct copy of the resolution adopted by
Corporation at a meeting of its Board of
Directors held on the day of_, 20 .
(Secretary)
(Seal)
(This form must be completed and submitted with the Proposal.)
2013 PROPOSAL-8
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
BUY AMERICAN CERTIFICATION
The Contractor agrees to comply with 49 USC § 50101, which provides that Federal funds may not be
obligated unless all steel and manufactured goods used in AIP funded projects are produced in the United
States,unless the Federal Aviation Administration has issued a waiver for the product;the product is listed
as an Excepted Article,Material Or Supply in Federal Acquisition Regulation subpart 25.108;or is included
in the FAA Nationwide Buy American Waivers Issued list.
A bidder or offeror must complete and submit the Buy America certification included herein with their bid
or offer. The Owner will reject as nonresponsive any bid or offer that does not include a completed
Certificate of Buy American Compliance.
CERTIFICATE OF BUY AMERICAN COMPLIANCE FOR TOTAL FACILITY
As a matter of bid responsiveness,the bidder or offeror must complete,sign, date, and submit this
certification statement with its proposal. The bidder or offeror must indicate how it intends to comply
with 49 USC § 50101 by selecting one of the following certification statements. These statements are
mutually exclusive. Bidder must select one or the other(i.e.not both)by inserting a checkmark(✓) or
the letter"X".
❑ Bidder or offeror hereby certifies that it will comply with 49 USC. 50101 by:
a) Only installing steel and manufactured products produced in the United States; or
b) Installing manufactured products for which the FAA has issued a waiver as indicated
by inclusion on the current FAA Nationwide Buy American Waivers Issued listing; or
c) Installing products listed as an Excepted Article,Material or Supply in Federal
Acquisition Regulation Subpart 25.108.
By selecting this certification statement,the bidder or offeror agrees:
1. To provide to the Owner evidence that documents the source and origin of the steel and
manufactured product.
2. To faithfully comply with providing US domestic products.
3. To refrain from seeking a waiver request after establishment of the contract, unless
extenuating circumstances emerge that the FAA determines justified.
❑ The bidder or offeror hereby certifies it cannot comply with the 100%Buy American Preferences
of 49 USC § 50101(a)but may qualify for either a Type 3 or Type 4 waiver under 49 USC §
50101(b). By selecting this certification statement,the apparent bidder or offeror with the
apparent low bid agrees:
I. To submit to the Owner within 15 calendar days of the bid opening, a formal waiver
request and required documentation that support the type of waiver being requested.
2. That failure to submit the required documentation within the specified timeframe is
cause for a non-responsive determination that may result in rejection of the proposal.
3. To faithfully comply with providing US domestic products at or above the approved
US domestic content percentage as approved by the FAA.
4. To furnish US domestic product for any waiver request that the FAA rejects.
5. To refrain from seeking a waiver request after establishment of the contract, unless
extenuating circumstances emerge that the FAA determines justified.
2013 PROPOSAL-9
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
Required Documentation
Type 3 Waiver The cost of components and subcomponents produced in the United States is more
than 60% of the cost of all components and subcomponents of the"facility". The required
documentation for a Type 3 Waiver is:
a) Listing of all manufactured products that are not comprised of 100%US domestic content
(Excludes products listed on the FAA Nationwide Buy American Waivers Issued listing and
products excluded by Federal Acquisition Regulation Subpart 25.108;products of unknown
origin must be considered as non-domestic products in their entirety)
b) Cost of non-domestic components and subcomponents, excluding labor costs associated with
final assembly and installation at project location.
c) Percentage of non-domestic component and subcomponent cost as compared to total "facility"
component and subcomponent costs, excluding labor costs associated with final assembly and
installation at project location.
Type 4 Waiver—Total cost of project using US domestic source product exceeds the total project cost
using non-domestic product by 25%. The required documentation for a Type 4 Waiver is:
a)" Detailed cost information for total project using US domestic product
b) Detailed cost information for total project using non-domestic product
False Statements: Per 49 USC § 47126,this certification concerns a matter within the jurisdiction of
the Federal Aviation Administration and the making of a false, fictitious or fraudulent certification may
render the maker subject to prosecution under Title 18,United States Code.
Date Signature
Company Name Title
(Buy American form(s)must be completed and submitted with the Proposal.)
2013 PROPOSAL-10
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
CERTIFICATIONS
BIDDER'S NAME:
ADDRESS:
TELEPHONE NO.: FAX NO.
IRS EMPLOYER IDENTIFICATION NUMBER:
NOTICE OF NONSEGREGATED FACILITIES REQUIREMENT
Notice to Prospective Federally Assisted Construction Contractors
1. A Certification of Non-segregated Facilities shall be submitted prior to the award of a federally-
assisted construction contract exceeding$10,000 which is not exempt from the provisions of the
Equal Opportunity Clause.
2. Contractors receiving federally-assisted construction contract awards exceeding$10,000 which are
not exempt from the provisions of the Equal Opportunity Clause will be required to provide for the
forwarding of the following notice to prospective subcontractors for supplies and construction
contracts where the subcontracts exceed$10,000 and are not exempt from the provisions of the Equal
Opportunity Clause.
3. The penalty for making false statements in offers is prescribed in 18 U.S.C. § 1001.
Notice to Prospective Subcontractors of Requirements for Certification of Non-Segregated
Facilities
1. A Certification of Non-segregated Facilities shall be submitted prior to the award of a subcontract
exceeding$10,000,which is not exempt from the provisions of the Equal Opportunity Clause.
2. Contractors receiving subcontract awards exceeding$10,000 which are not exempt from the
provisions of the Equal Opportunity Clause will be required to provide for the forwarding of this
notice to prospective subcontractors for supplies and construction contracts where the subcontracts
exceed$10,000 and are not exempt from the provisions of the Equal Opportunity Clause.
3. The penalty for making false statements in offers is prescribed in 18 U.S.C. § 1001.
CERTIFICATION OF NON-SEGREGATED FACILITIES
The federally-assisted construction contractor certifies that she or he does not maintain or provide,for his
employees, any segregated facilities at any of his establishments and that she or he does not permit his
employees to perform their services at any location,under his control,where segregated facilities are
maintained. The federally-assisted construction contractor certifies that she or he will not maintain or
provide, for his employees,segregated facilities at any of his establishments and that she or he will not
permit his employees to perform their services at any location under his control where segregated
facilities are maintained. The federally-assisted construction contractor agrees that a breach of this
certification is a violation of the Equal Opportunity Clause in this contract.
As used in this certification,the term "segregated facilities" means any waiting rooms, work areas,
restrooms, and washrooms,restaurants and other eating areas,time clocks, locker rooms and other storage
2013 PROPOSAL-11
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
or dressing areas,parking lots, drinking fountains,recreation or entertainment areas,transportation,and
housing facilities provided for employees which are segregated by explicit directives or are, in fact,
segregated on the basis of race, color,religion, or national origin because of habit, local custom, or any
other reason. The federally-assisted construction contractor agrees that(except where she or he has
obtained identical certifications from proposed subcontractors for specific time periods)she or he will
obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding
$10,000 which are not exempt from the provisions of the Equal Opportunity Clause and that she or he
will retain such certifications in his files.
CERTIFICATION OF OFFEROR/BIDDER REGARDING DEBARMENT
By submitting a bid/proposal under this solicitation,the bidder or offeror certifies that neither it nor its
principals are presently debarred or suspended by any Federal department or agency from participation in
this transaction.
CERTIFICATION OF LOWER TIER CONTRACTORS REGARDING DEBARMENT
The successful bidder,by administering each lower tier subcontract that exceeds$25,000 as a"covered
transaction",must verify each lower tier participant of a"covered transaction"under the project is not
presently debarred or otherwise disqualified from participation in this federally assisted project. The
successful bidder will accomplish this by:
1. Checking the System for Award Management at website: http://www.sam.gov
2. Collecting a certification statement similar to the Certificate Regarding Debarment and
Suspension(Bidder or Offeror), above.
3. Inserting a clause or,condition in the covered transaction with the lower tier contract
If the FAA later determines that a lower tier participant failed to disclose to a higher tier participant that it
was excluded or disqualified at the time it entered the covered transaction,the FAA may pursue any
available remedies, including suspension and debarment of the non-compliant participant.
CERTIFICATION REGARDING LOBBYING
The bidder or offeror certifies by signing and submitting this bid or proposal,to the best of his or her
knowledge and belief,that:
(1) No Federal appropriated funds have been paid or will be paid,by or on behalf of the Bidder or
Offeror,to any person for influencing or attempting to influence an officer or employee of an
agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member
of Congress in connection with the awarding of any Federal contract,the making of any Federal
grant,the making of any Federal loan,the entering into of any cooperative agreement, and the
extension, continuation, renewal, amendment, or modification of any Federal contract, grant,
loan, or cooperative agreement.
(2) If any funds other than Federal appropriated finds have been paid or will be paid to any person
for influencing or attempting to influence an officer or employee of any agency, a Member of
2013 PROPOSAL-12
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
Congress, an officer or employee of Congress, or an employee of a Member of Congress in
connection with this Federal contract,grant, loan, or cooperative agreement,the undersigned shall
complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying,"in accordance
with its instructions.
(3) The undersigned shall require that the language of this certification be included in the award
documents for all sub-awards at all tiers(including subcontracts, sub-grants, and contracts under
grants, loans, and cooperative agreements)and that all sub-recipients shall certify and disclose
accordingly.
This certification is a material representation of fact upon which reliance was placed when this transaction
was made or entered into. Submission of this certification is a prerequisite for making or entering into this
transaction imposed by section 1352,title 31, U.S. Code.Any person who fails to file the required
certification shall be subject to a civil penalty of not less than $10,000 and not more than$100,000 for
each such failure.
CERTIFICATION OF OFFERERBIDDER REGARDING TAX DELINQUENCY
AND FELONY CONVICTIONS
The Contractor must complete the following two certification statements. The Contractor must indicate its
current status as it relates to tax delinquency and felony conviction by inserting a checkmark or"X"in the
space followingthe he applicable response. The Contractor agrees that, if awarded a contract resulting from
this solicitation,it will incorporate this provision for certification in all lower tier subcontracts.
Certifications:
c
1) The Contractor represents that it is(___)is not(__)a corporation that has any unpaid Federal
tax liability that has been assessed,for which all judicial and administrative remedies have been
exhausted or have lapsed, and that is not being paid in a timely manner pursuant to an agreement
with the authority responsible for collecting the tax liability.
2) The Contractor represents that it is(__) is not(__)a corporation that was convicted of a
criminal violation under any Federal law within the preceding 24 months.
Note:
If a Contractor responds in the affirmative to either of the above representations,the Contractor is
ineligible to receive an award unless the sponsor has received notification from the agency suspension
and debarment official (SDO)that the SDO has considered suspension or debarment and determined that
further action is not required to protect the Government's interests. The Contractor therefore must
provide information to the owner about its tax liability or conviction to the Owner, who will then notify
the FAA Airports District Office,which will then notify the agency's SDO to facilitate completion of the
required considerations before award decisions are made.
Term Definitions
Felony conviction: Felony conviction means a conviction within the preceding twenty four(24)months
of a felony criminal violation under any Federal law and includes conviction of an offense defined in a
section of the U.S. code that specifically classifies the offense as a felony and conviction of an offense
that is classified as a felony under 18 U.S.C. § 3559.
2013 PROPOSAL-13
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
Tax Delinquency: A tax delinquency is any unpaid Federal tax liability that has been assessed, for which
all judicial and administrative remedies have been exhausted, or have lapsed, and that is not being paid in
a timely manner pursuant to an agreement with the authority responsible for collecting the tax liability.
TRADE RESTRICTION CERTIFICATION
By submission of an offer,the Offeror certifies that with respect to this solicitation and any resultant
contract,the Offeror-
a. is not owned or controlled by one or more citizens of a foreign country included in the list of
countries that discriminate against U.S.firms as published by the Office of the United States
Trade Representative(U.S.T.R.);
b. has not knowingly entered into any contract or subcontract for this project with a person that is a
citizen or national of a foreign country included on the list of countries that discriminate against
U.S. firms as published by the U.S.T.R; and
c. has not entered into any subcontract for any product to be used on the Federal on the project that
is produced in a foreign country included on the list of countries that discriminate against U.S.
firms published by the U.S.T.R.
This certification concerns a matter within the jurisdiction of an agency of the United States of America
and the making of a false,fictitious, or fraudulent certification may render the maker subject to
prosecution under Title 18,United States Code, Section 1001.
The Offeror/Contractor must provide immediate written notice to the Owner if the Offeror/Contractor
learns that its certification or that of a subcontractor was erroneous when submitted or has become
erroneous by reason of changed circumstances. The Contractor must require subcontractors provide
immediate written notice to the Contractor if at any time it learns that its certification was erroneous by
reason of changed circumstances.
Unless the restrictions of this clause are waived by the Secretary of Transportation in accordance with 49
CFR 30.17, no contract shall be awarded to an Offeror or subcontractor:
(1) who is owned or controlled by one or more citizens or nationals of a foreign country included on
the list of countries that discriminate against U.S.firms published by the U.S.T.R. or
(2) whose subcontractors are owned or controlled by one or more citizens or nationals of a foreign
country on such U.S.T.R. list or
(3) who incorporates in the public works project any product of a foreign country on such U.S.T.R.
list;
Nothing contained in the foregoing shall be construed to require establishment of a system of records in
order to render,in good faith,the certification required by this provision. The knowledge and information
of a contractor is not required to exceed that which is normally possessed by a prudent person in the
ordinary course of business dealings
2013 PROPOSAL-14
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
The Offeror agrees that, if awarded a contract resulting from this solicitation, it will incorporate this
provision for certification without modification in in all lower tier subcontracts. The contractor may rely
on the certification of a prospective subcontractor that it is not a firm from a foreign country included on
the list of countries that discriminate against U.S.firms as published by U.S.T.R,unless the Offeror has
knowledge that the certification is erroneous.
This certification is a material representation of fact upon which reliance was placed when making an
award. If it is later determined that the Contractor or subcontractor knowingly rendered an erroneous
certification,the Federal Aviation Administration may direct through the Owner cancellation of the
contract or subcontract for default at no cost to the Owner or the FAA.
Printed Name&Title:
Signature:
Date:
(These certifications must be completed and submitted with the Proposal.)
2013 PROPOSAL-15
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
BIDDER'S STATEMENT OF PREVIOUS CONTRACTS SUBJECT TO EEO CLAUSE AS
DESCRIBED IN SECTION 70-21
The Bidder shall complete the following statement by checking the appropriate boxes.
The Bidder has has not participated in a previous contract subject to the Equal
Opportunity Clause prescribed by Executive Order 11246, as amended, of September 24, 1965.
The Bidder has has not submitted all compliance reports in connection with any such
contract due under the applicable filing requirements; and that representations indicating submission of
required compliance reports signed by proposed subcontractors will be obtained prior to award of
subcontracts.
If the Bidder has participated in a previous contract subject to the Equal Opportunity Clause and
has not submitted compliance reports due under applicable filing requirements, the Bidder shall submit a
compliance report on Standard Form 100, "Employee Information Report EEO-V, attached to this
proposal.
CERTIFICATION FOR RECEIPT OF ADDENDA
Receipt of the following Addenda is acknowledged:
ADDENDUM NO.: DATED:
ADDENDUM NO.: DATED:
ADDENDUM NO.: DATED:
(Firm or Corporation Making Bid)
(Signature of Authorized Person)
P.O. Address:
Dated:
(This form must be completed and submitted with the Proposal.)
2013 PROPOSAL-]6
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
STATEMENT OF SURETY'S INTENT
TO: Town of Southfold
We have reviewed the bid of
(Contractor)
of
(Address)
for the Airfield Electric Vault Rehabilitation ,
project for which bids will be received on:
(Bid Opening Date)
and wish to advise that should this Bid of the Contractor be accepted and the Contract awarded to him, it
is our present intention to become surety on the performance bond and labor and material bond required
by the Contract.
Any arrangement for the bonds required by the Contract is a matter between the Contractor and ourselves
and we assure no liability to you or third parties if for any reason we do not execute the requisite bonds.
We are duly authorized to do business in the State of New York.
ATTEST:
Surety's Authorized Signature(s)
(Corporate seal, if any.If no seal,write "No Seal" across this place and sign.)
ATTACH PROPOSAL GUARANTEE
ATTACH POWER OF ATTORNEY
(This form must be complete and submitted with the Proposal.
Copies of this form may be filled out and attached to this page.)
2013 PROPOSAL-17
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
IRANIAN ENERGY SECTOR DIVESTMENT STATEMENT
1. Contractor/Proposer hereby represents that said Contractor/Proposer is in compliance with New
York State General Municipal Law Section 103-g entitled "Iranian Energy Sector Divestment", in
that said Contractor/Proposer has not:
(a) Provided goods or services of$20 Million or more in the energy sector of Iran
including but not limited to the provision of oil or liquefied natural gas tankers or
products used to construct or maintain pipelines used to transport oil or liquefied
natural gas for the energy sector of Iran; or
(b) Acted as a financial institution and extended$20 Million or more in credit to another
person for forty-five days or more,if that person's intent was to use the credit to
provide goods or services in the energy sector in Iran.
2. Any Contractor/Proposer who has undertaken any of the above and is identified on a list created
pursuant to Section 165-a(3)(b) of the New York State Finance Law as a person engaging in
investment activities in Iran, shall not be deemed a responsible bidder pursuant to Section 103 of
the New York State General Municipal Law.
3. Except as otherwise specifically provided herein, every Contractor/Proposer submitting a
bid/proposal in response to this Request for Bids/Request for Proposals must certify and affirm
the following under penalties of perjury:
(a) `By submission of this bid, each bidder and each person signing on behalf of any
bidder certifies, and in the case of a joint bid, each party thereto certifies as to its
own organization,under penalty of perjury,that to the best of its knowledge and
belief,that each bidder is not on the list created pursuant to NYS Finance Law
Section 165-a(3)(b)."
4. Except as otherwise specifically provided herein, any Bid/Proposal that is submitted without
having complied with subdivision(a)above, shall not be considered for award. In any case where
the Bidder/Proposer cannot make the certification as set forth in subdivision(a)above,the
Bidder/Proposer shall so state and shall furnish with the bid a signed statement setting forth in
detail the reasons therefore.The Owner reserves its rights, in accordance with General Municipal
Law Section 103-g to award the Bid/Proposal to any Bidder/Proposer who cannot make the
certification, on a case-by-case basis under the following circumstances:
(1) The investment activities in Iran were made before April 12,2012,the investment
activities in Iran have not been expanded or renewed after April 12,2012, and the
Bidder/Proposer has adopted,publicized and is implementing a formal plan to cease
the investment activities in Iran and to refrain from engaging in any new investments
in Iran; or
(2) The Owner has made a determination that the goods or services are necessary for the
Owner to perform its functions and that, absent such an exemption,the Owner would
be unable to obtain the goods or services for which the Bid/Proposal is offered. Such
determination shall be made by the Owner in writing and shall be a public document.
5. Bidder or Proposer shall sign and notarize the attached "Certification of Compliance with
the Iran Divestment Act"form with your proposal.
2013 PROPOSAL-18
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
CERTIFICATION OF COMPLIANCE WITH THE IRAN DIVESTMENT•ACT
As a result of the Iran Divestment Act of 2012 (the"Act"),,Chapter 1 of the 2012 Laws of New'York, a
new provision has been added to State Finance Law(SFL) § 165-a and New York General Municipal
Law § 103-g,both effective April 12,2012. Under the Act,the Commissioner of the Office of General
Services(OGS)will be developing a list of"persons"who are engaged in"investment activities in Iran"
(both are defined terms in the law) (the"Prohibited Entities List"). Pursuant to SFL § 165-a(3)(b),the
initial list is expected to be issued no later than 120 days after the Act's effective date at which time it will
be posted,on the OGS website.
By submitting a bid in response to this solicitation or by assuming the responsibility of a Contract
awarded hereunder,each Bidder/Contractor, any person signing on behalf of any Bidder/Contractor and
any assignee or subcontractor and, in the case of a joint bid;each party thereto, certifies,under penalty of
perjury,that once the Prohibited Entities List is posted on the OGS website,that•to the best of its
knowledge and belief,that each Bidder/Contractor and any subcontractor or assignee is not identified on
the Prohibited Entities List created pursuant to SFL § 165-a(3)(b).
Additionally,Bidder/Contractor is advised that once the Prohibited Entities List is posted on the OGS
Website,any Bidder/Contractor seeking to renew or extend a Contract or assume the responsibility of a
Contract awarded in response to this solicitation must certify at the time the Contract is renewed,
extended or assigned that it is not included on the Prohibited Entities List.
During the term of the Contract,should the Owner receive information that a Bidder/Contractor is'in
violation of the above-referenced certification,'the Owner will offer the person or entity an opportunity to
respond. If the person or entity fails to demonstrate that he/she/it has ceased engagement in the
investment which is in violation of the Act within 90 days after the determination of such violation,then
the Owner shall take such action as may be appropriate including,but not limited to, imposing sanctions,
seeking compliance,recovering damages or declaring the Bidder/Contractor in default.
The Owner reserves the right to reject any bid or request for assignment for a Bidder/Contractor that
appears on the Prohibited Entities List prior to the award of a contract and to pursue a responsibility
review with respect to any Bidder/Contractor that is awarded a contract and subsequently appears on the
Prohibited Entities List.
being duly sworn, deposes and says
that he/she is the of the
Corporation and that neither the Bidder/Contractor nor any proposed subcontractor is identified on the
Prohibited Entities List.
SIGNED
SWORN to before me this
day of 20_
Notary Public:
(This form must be completed and submitted with the Proposal.)
2013 PROPOSAL-19
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
DISADVANTAGED BUSINESS ENTERPRISE(DBE) STATEMENT
The requirements of 49 CFR Part 26,Regulations of the U.S.Department of Transportation, apply to this
contract. It is the policy of the Sponsor to practice nondiscrimination based on race, color, sex, or
national origin in the award or performance of this contract.
DISADVANTAGED BUSINESS ENTERPRISE:
The requirements of 49 CFR Part 26, Regulations of the U.S. Department of Transportation, apply to this
contract. It is the policy of the Sponsor to practice nondiscrimination based on race, color, sex, or
national origin in the award or performance of this contract. All firms qualifying under this solicitation
are encouraged to submit proposals. Award of this contract will be conditioned upon satisfying the DBE
requirements of this contract. These requirements apply to all bidders, including those who qualify as a
DBE. A DBE contract goal of 1.0 percent has been established for this contract. The bidder shall make
good faith efforts, as defined in Appendix A,49 CFR Part 26,to meet the contract goal for DBE
participation in the performance of this contract. Excerpts from 49 CFR Part 26 are included in Section
70-21.13.
As a matter of responsibility, within 5 days after the opening of bids, all Bidders or Offerors shall submit
the "Contractor's DBE Plan", and"DBE Letter of Intent Forms"from each of the DBE firms the Bidder
or Offeror intends to use. If the contract goal is not met, Bidder or Offeror shall include documentation of
good faith efforts with its DBE Plan.
The Contractor's DBE Plan Form and DBE Letter Of Intent Form are located in Section 200.The website
for the Unified Certification Program directory in the state of New York is: http://www.nysuep.net/.
CERTIFICATION OF BIDDER/OFFEROR: The undersigned Bidder or Offeror will satisfy the DBE
requirements of these specifications in the following manner(please check the appropriate space):
The Bidder or Offeror is committed to meeting or exceeding the DBE utilization goal
stated above on this contract.
The Bidder or Offeror,is unable to meet the DBE utilization goal stated above. However,
we are committed to a minimum of %DBE utilization on this contract, and will
include documentation demonstrating good faith efforts.
SMALL BUSINESS PARTICIPATION:
This Contract does not have a Small Business Element(SBE)set-aside.
IRS Number.
Signature and Title
2013 PROPOSAL-20
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
BIDDER'S LIST COLLECTION FORM
(Bidder's Information)
The sponsor is required by CFR Title 49, Subtitle A,Part 26, Subpart A, Section 26.11 to collect the
following information from the bidder.As such, it is the responsibility of the bidder to complete the
following information as a condition of submitting a proposal for this project. The sponsor will consider
incomplete information to be an irregular proposal.
Airport Name:Elizabeth Field Airport AIP No. 3-36-0029-XX-2019
Project Name: Airfield Electric Vault Rehabilitation
Bidder's Information
Firm Street Address, DBE/Non
Firm Name City, State,Zip Code, DBE Age of Firm Annual Gross
Phone No. Status Receipts
U Less than 1 year U Less than$500K
❑ 1-3 years ❑ $500K-$1M
U DBE
❑ 4-7 years ❑ $1-$2M
❑ Non-DBE
U 8-10 years U $2-$5M
❑ More than 10 yrs. U More than$5M
(This form must be completed and submitted with the Proposal.)
2013 PROPOSAL-21
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
BIDDER'S LIST COLLECTION FORM
(Subcontractor's Information)
The sponsor is required by CFR Title 49, Subtitle A,Part 26, Subpart A, Section 26.11 to collect the
following information from each subcontractor submitting a quote, bid or proposal to the bidder.As such,
it is the responsibility of the bidder to complete the following information as a condition of submitting a
proposal for this project.The sponsor will consider incomplete information to be an irregular proposal.
Please note that the information requested below must be filled out for each quote received by the bidder,
regardless of DBE status.For example, if the bidder requests quotes from three contractors for electrical
work,the information requested below must filled out for the three subcontractors. It is important to note
that providing the information does not commit the bidder to using any one of the three subcontractors in
the work.
Airport Name: Elizabeth Field Airport AIP No. 3-36-0029-XX-2019
Project Name: Airfield Electric Vault Rehabilitation
Subcontractor's Information
Firm Street Address, DBE/Non
Firm Name City, State,Zip Code, DBE Age of Firm Annual Gross
Phone No. Status Receipts
D Less than 1 year D Less than$500K
LJ DBE D 1-3 years D $500K-$IM
U Non-DBE D 4-7 years Ll $1-$2M
D 8-10 years D $2-$5M
LJ More than 10 yrs. L More than$5M
LJ Less than I year D Less than$500K
D DBE D 1-3 years Li $500K-$1M
11 Non-DBE
0 4-7 years ❑ $1-$2M
8-10 years $2-$5M
- More than 10 yrs. More than$5M
L Less than 1 year 1-1, Less than$500K
D DBE 1-3 years - $500K-$lM
L Non-DBE 4-7 years $142M
8-10 years $2-$5M
More than 10 yrs. More than$5M
2013 PROPOSAL-22
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
Firm Street Address, DBE/Non Annual Gross
Firm Name City,State,Zip Code, DBE Age of Firm Receipts
Phone No. Status
❑ Less than l year ❑ Less than$500K
U DBE U 1-3 years U $500K-$1 M
U Non-DBE ❑ 4-7 years L] $142M
U 8-10 years ❑ $2-$5M
U More than 10 yrs. U More than$SM
❑ Less than 1 year U Less than$500K
❑ DBE ❑ 1-3 years ❑ $500K-$1M
❑ Non-DBE ❑ 4-7 years ❑ $1-$2M
U 8-10 years L] $2-$5M
❑ More than 10 yrs. ❑ More than$5M
❑ Less than 1 year ❑ Less than$500K
U DBE ❑ 1-3 years ❑ $500K-$lM
❑ Non-DBE U 4-7 years U $142M
❑ 8-10 years ❑ $2-$5M
❑ More than 10 yrs. ❑ More than$5M
U Less than 1 year Ll Less than$500K
U DBE U 1-3 years U $500K-$lM
❑ Non-DBE ❑ 4-7 years ❑ $142M
U 8-10 years U $2-$5M
U More than 10 yrs. U More than$5M
(Copy this form and submit with your original proposal if more space is needed.)
(This form must be completed and submitted with the Proposal.)
2013 PROPOSAL-23
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
SAFETY PLAN,COMPLIANCE DOCUMENT (SPCD) CERTIFICATION
Project Location:
Project Name:
Contractor's Official Name:
Contact Person: Telephone:
Street Address:
City: State: Zip:
Certification Statement:
I certify that I have read the Construction Safety and Phasing Plan(CSPP) included in the Contract
Documents and if awarded this Contract, I will abide by its requirements as written.
I certify that I have read the Safety Plan Compliance Document(SPCD)included in the Contract
Documents and if awarded this Contract,I will abide by its requirements as written;
I certify that I will provide the information required in the SPCD prior to the start of construction work, if
awarded this Contract,and that I will provide any additional information requested by the Owner.
Printed Name of Signer Signature
Title' Date
END OF PROPOSAL
203 PROPOSAL-24
CMOs
COMPANIES
OWNS—
l_
CONTRACT DOCUMENTS
FOR THE CONSTRUCTION OF
� I
-- AIRFIELD ELECTRICAL VAULT
REHABILITATION PROJECT
�- ELIZABETH FIELD AIRPORT
i -
j FISHERS ISLAND, TOWN OF-,SOUTHOLD
SUFFOLK COUNT_ NEW YORK
pE SO(/jyo`o
RECEIVED ol�,comm,
��
f �
- MAY - 3 2019
FAA AIP N0. 3-36-0029-XX-2019
Southold (C)
�a
i- NYSDOT PIN. 0193.XX (C)
I ,
j ! April 2019
�j
C&S Companies
a �' _ 499 Col. Eileen Col. Blvd
® ; ,_ <__ ;°.r= w=.;r Syracuse NY 13210
�, r
p: (315)455-2000
COMPANIES
f: (315)455-9667
RECEIVEDWWW.cscos.com
May,L20
MAY - 3 2019
'., . Gordon^1Vlurphy
Town of Southold Southold Town Clerk
c/o•FisliersIsland Ferry
` P.O. Box'607.
Fisher'sI 1
s and�'NY�'06390•:„f,,7":_�_1,.�<�� a.
f:t Re: Elizabeth Field Airport(OB8); Airfield'Electrical Vault Rehabilitation Project
_FAA AIP No-3.56-0029-022-2018;NYSDOT No. 0913.23
tr mac .-
ui '
Final Bid Do c
_ • _ Via:.=� ,�J-, - .
^.ka .:mak Jam,^M,_ .H�'1•".eS��tn"1.^i t"`'. '`r
.-Filet"s�=211,0.18.00l:y�'
Dear Mr. Murphy: ;
Enclosed are two (2) copies-of the following documents for the subject project:
11. Contract Drawings
{ 2. ' Contract Specifications
tY : 3. Enginee 'sYEstimate;
Weare also submitting 6opies_of these documents to the Federal Aviation Administration and New -
_' York State Department"of-Transporfation:;.' ,
The following dates for the advertisement and receipt of bids have been established:
r``; • 5/01/19: Advertise Project(*) -'
• 5/30/19: Receive,Bids
(*)C&S is administering the distribution of contract documents electronically(PDF Format).
If you have any questions,-please do not hesitate to contact our office. a�
Very truly yours,
C&S ENGINEERS; INC:'
_. Thomas J. Horth, P.E.'
Principal Engineer
^x. Enclosures — -.:: ,Y
cc: Ms:ElizabethsNeville 1V�I 01 S6uthold Town Clerk(w/2 copies of bid documents)
.3, _ ::., _�,
Mr:Usman Noor A,:& YAD,O`w/1='co of bid documents
- _ .,Mr--.Gerardo,Mefid6.ia ,YSDO�A Utioir"Bureau
( - xa-- - ^s '.1. �'h',:- i3',-dY'-•c _ f�. '. ''i.;':_'^�y�.'-'.".'T*.�:-'—...t� �1'-s”_-r _ _ ... -A((
�Lf - ...��✓ - "�».-(Y-�:it.w�„Ae4vy+�' -,,.y .!:: YJ 4�.i�• "�ti,�:M.•�.Y:e:R.,Y L7
�,.d;`I"='.-„-'.a3.°f°.,�Msgy��wwy.„.4,^'•-.},��"�:::�r Tut FyrS` 'f��Y''Y-.i'f-. S°~ +�'�` f
k' Summary Estimate of,Probable Construction Costs a
Project: Elizabeth Field Airport
Airfield Electrical!fault Rehabilitation
Prepared By: C&S Companies, s Scope: 100% Submission
ac,t Date: 5/1/2019
` C&S File No. 211
Descri tion. p - - Total Cost
Structural $4,000.00
t ,
Architectural $71,007.50
Mechanical $6,000.00
" - Electrical $101,391.00
_ Mobilization: $7,200.00'`,
Utility Allowance: $20,000.00
B-1 Base Bid: $137,999.00
ALG-1 UtilityANowance: $20,000.00
o - r
' - - AD-1 Airfield Lighting Controls: $25,000.00
' 4 f AD-2 Misc.Airfield Lighting
Control Equip: $27,001.00
TOTAL: $210,000.00
Via., _ -- - _ -, •
.t5
_ _ Pte. .�•.,M_ •• �LY.i _ Lj5
�6e^Y:..s��e- ," � J4 y >-, ,'y. T3"+:n.�y�.vi�i(-Y•Fi.,y- '_ R's4^��Y=: Ol•`'s 'r.• :i,�"9'.'J- } !
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��• _ ""=x3 �' - �'$-u.•,._.CM3';+
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CONTRACT DOCUMENTS
FOR THE CONSTRUCTION OF
AIRFIELD ELECTRICAL VAULT
REHABILITATION PROJECT
ELIZABETH FIELD AIRPORT
FISHERS ISLAND, TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
April 2019
pF NEItiYo
C&S ENGINEERS,INC.
499 Col.Eileen Collins Boulevard
Syracuse,New York 13212
A
�FESSIONP� Thomas J.Horth,E.E.-N.Y.S.P.E.Lie.No.082027
NO ALTERATION PERMITTED HEREIN EXCEPT AS PROVIDED UNDER SECTION 7209
SUBDMSION 2 OF THE NEW YORK STATE EDUCATION LAW
PROJECT NO.211.018.001
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
TABLE OF CONTENTS
ADVERTISEMENT
PROPOSAL
ATTACHMENTS TO PROPOSAL
Resolution for Corporate Bidders
Buy American Certification
Certifications:
- Certification of Non-Segregated Facilitie's
- Debarment& Suspension Certification
- Lobbying and Influencing Federal Employees
Bidder's Statement of Previous Contracts Subject to EEO Clause as Described in Section 70-21
Certification for Receipt of Addenda
Statement of Surety's Intent
Iranian Energy Sector Divestment Statement
Certification of Compliance with the Iran Divestment Act
Disadvantaged Business Enterprise Statement
Bidder's List Collection Form (Bidder's Information)
Bidder's List Collection Form (Subcontractor's Information)
Safety Plan Compliance Document(SPCD) Certification
CONTRACT FORM (SAMPLE)
SPECIFICATIONS
GENERAL PROVISIONS
Section 10 - Definition of Terms
Section 20 - Proposal Requirements and Conditions
20-01 - Advertisement(Notice to Bidders)
20-02 - Qualifications of bidders
20-03 - Contents of proposal form
20-04 - Issuance of proposal forms
20-05 - Interpretation of estimated proposal quantities
20-06 - Examination of plans, specifications and site
20-07 - Preparation of proposal
20-08 Responsive and responsible bidder
20-09 - Irregular proposals
20-10 - Bid guarantee
20-11 - Delivery of proposal
20-12 - Withdrawal or revision of proposals
20-13 - Public opening of proposals
20-14 - Disqualification of bidders
Section 30 - Award and Execution of Contract
30-01 - Consideration of proposals
30-02 - Award of contract
30-03 - Cancellation of award
30-04 - Return of proposal guarantee
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Elizabeth Field Airport Airfield Electric Vault Rehabilitation
30-05 - Requirements of contract bonds
30-06 - Execution of contract
30-07 - Approval of contract
30-08 - Failure to execute contract
Section 40 - Scope of Work
40-01 - Intent of contract
40-02 - Alteration of work and quantities
40-03 - Omitted items
40-04 - Extra work
40-05 - Maintenance of traffic
40-06 - Removal of existing structures
40-07 - Rights in and use of materials found in the work
40-08 - Final cleaning up
Section 50 - Control of Work
50-01 - Authority of the Engineer
50-02 - Conformity with plans and specifications
50-03 - Coordination of contract,plans and specifications
50-04 - Cooperation of Contractor
50-05 - Cooperation between contractors
50-06 - Construction layout and stakes
50-07 - Automatically controlled equipment
50-08 - Authority and duties of inspectors
50-09 - Inspection of the work
50-10 - Removal of unacceptable and unauthorized work
50-11 - Load restrictions
50-12 - Maintenance during construction
50-13 - Failure to maintain the work
50-14 - Partial acceptance
50-15 - Final acceptance
50-16 - Claims for adjustment and disputes
Section 60 - Control of Materials
60-01 - Source of supply and quality requirements
60-02 - Samples,tests and cited specifications
60-03 - Certification of compliance
60-04 - Plant inspection
60-05 - Engineer's field office
60-06 - Storage of materials
60-07 - Unacceptable materials
60-08 - Owner furnished materials
Section 70 - Legal Relations and Responsibility to Public
70-01 - Laws to be observed
70-02 - Permits, licenses and taxes
70-03 - Patented devices,materials and processes
70-04 - Restoration of surfaces disturbed by others
70-05 - Federal aid participation
70-06 - Sanitary,health and safety provisions
70-07 - Public convenience and safety
70-08 - Barricades,warning signs and hazard markings
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Elizabeth Field Airport Airfield Electric Vault Rehabilitation
70-09 - Use of explosives
70-10 - Protection and restoration of property and landscape
70-11 - Responsibility for damage claims
70-12 - Third party beneficiary clause
70-13 - Opening sections of the work to traffic
70-14 - Contractor's responsibility for work
70-15 - Contractor's responsibility for utility service and facilities of others
70-16 - Furnishing rights-of-way
70-17 - Personal liability of public officials
70-18 - No waiver of legal rights
70-19 - Environmental protection
70-20 - Archaeological and historical findings
Section 80 - Execution and Progress
80-01 - Subletting of contract
80-02 - Notice to proceed
80-03 - Execution and progress
80-04 - Limitation of operations
80-04.1 - Operational safety on airport during construction
80-05 - Character of workers,methods and equipment
80-06 - Temporary suspension of the work
80-07 - Determination and extension of contract time
80-08 - Failure to complete on time
80-09 - Default and termination of contract
80-10 - Termination for national emergencies
80-11 - Work area, storage area and sequence of operations
Attachment A to Section 80—Construction Safety and Phasing Plan(CSPP)
Section 90 - Measurement and Payment
90-01 - Measurement of quantities
90-02 - Scope of payment
90-03 - Compensation for altered quantities
90-04 - Payment for omitted items
90-05 - Payment for extra work
90-06 - Partial payments
90-07 - Payment for materials on hand
90-08 - Payment of withheld funds
90-09 - Acceptance and final payment
90-10 - Construction warranty
90-11 - Project closeout
Section 100 - (Section Not Used)
Section 105 (Section Not Used)
Section 110 - (Section Not Used)
Section 200 - Special Provisions to the General Provisions
200-01 - Special Provisions to Section 10
200-02 - Special Provisions to Section 20
20-15 Addenda and interpretation
20-16 Not Used
20-17 Sales tax exemption
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Elizabeth Field Airport Airfield Electric Vault Rehabilitation
200-03 - Special Provisions to Section 30
200-04 - Special Provisions to Section 40
200-05 - Special Provisions to Section 50
200-06 - Special Provisions to Section 60
60-09 Shop and setting drawings and catalogue data
60-10 Electrical shop drawings
60-11 Substitute items
60-12 Submittal procedure
200-07 - Special Provisions to Section 70
70-21 Required contract provisions for airport improvement program and for
obligated sponsors
1. Access to Records and Reports
2. Affirmative Action Requirement
3. Breach of Contract Terms
4. Buy American Preference Statement
5. Civil Rights -General
6. Civil Rights-Title VI Assurance
7. Clean Air and Water Pollution Control
8. Contract Workhours and Safety Standards Act Requirements
9. Copeland"Anti-Kickback"Act
10. Davis-Bacon Requirements
11. Debarment and Suspension
12. Disadvantaged Business Enterprise
13. Distracted Driving
14. Energy Conservation Requirements
15. Drug Free Workplace Requirements
16. Equal Employment Opportunity(EEO)
17. Federal Fair labor Standards Act(Federal Minimum Wage)
18. Lobbying and Influencing Federal Employees
19. Prohibition of Segregated Facilities
20. Occupational Safety and Health Act of 1970
21. Procurement of Recovered Materials
22. Right to Inventions
23. Seismic Safety
24. Tax Delinquency and Felony Convictions
25. Termination of Contract
26. Trade Restriction Certification
27. Veteran's Preference
70-22- New York State Department of Transportation (NYSDOT) Standard Clauses
For New York State Contracts
1. Executory Clause
2. Non-Assignment Clause
3. Comptroller's Approval
4. Workers'Compensation Benefits
5. Non-Discrimination Requirements
6. Wage and Hours Provisions
7. Non-Collusive Bidding Certification
8. International Boycott Prohibition
9. Set-Off Rights
10. Records
11. Identifying Information and Privacy Notification
12. Equal Employment Opportunities for Minorities and Women
2013 TOC-4
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
13. Conflicting Terms
14. Governing Law
15. Late Payment
16. No Arbitration
17. Service of Process
18. Prohibition on Purchase of Tropical Hardwoods
19. MacBride Fair Employment Principles
20. Omnibus Procurement Act of 1992
21. Reciprocity and Sanctions Provisions
22. Compliance with New York State Information Security Breach and
Notification Act
23. Compliance with Consultant Disclosure Law
24. Procurement Lobbying
25. Certification of Registration to Collect Sales and Compensating Use Tax
by Certain Contractors,Affiliates and Subcontractors
70-23- NYSDOT Terms and Conditions
70-24- Labor Affidavits,New York State Laws of 1988.
Contractor's DBE Plan
DBE Letter of Intent Form
Disadvantage Business Enterprise DBE Participation Summary Form
Subcontractor's Prompt Payment Certification
Monthly DBE Report
Equal Employment Opportunity Poster
Federal Wage Rates
State Wage Rates
Special Note New York State Department of Labor Prevailing Wage Rates
Prime Contractor's Certification(New York State Labor Law Section 220-a)
Subcontractor's Certification (New York State Labor Law Section 220-a)
200-08 - Special Provisions to Section 80
200-09 - Special Provisions to Section 90
90-12 Lien law
90-13 Security for construction warranty
Division 01 General Requirements
011000 Summary
012100 Allowances
012300 Add-Ons
014200 References
015000 Temporary Facilities and Controls
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Elizabeth Field Airport Airfield Electric Vault Rehabilitation
016000 Product Requirements
017900 Demonstration and Training
TECHNICAL, SPECIFICATIONS
Division 03 Concrete
033000 Cast-in-Place Concrete
Division 06 Woods,Plastics,and Composites
061000 Rough Carpentry
Division 07 Thermal and Moisture Protection
070150.19 Preparation for Reroofing
075323 EPDM Roofing
077100 Roof Specialties
079200 Joint Sealants
Division 08 Openings
081500 Fiberglass Reinforced Polyester(Frp)Doors And Frames
087111 Door Hardware(Descriptive Specification)
089119 SF Fixed Louvers
Division 09 Finishes
099123 Interior Painting
Division 23 Mechanical
238126 Split-System Air Conditioners
Division 26 Electrical
260519 Low-Voltage Electrical Power Conductors and Cables
260526 Grounding and Bonding for Electrical Systems
260529 Hangers and Supports for Electrical Systems
260533 Raceway and Boxes for Electrical Systems
260544 Sleeves and Seals for Electrical Raceways and Cabling
260553 Identification for Electrical Systems
260923 Lighting Control Devices
262213 Low-Voltage Distribution Transformers
262416 Panelboards
262813 Fuses
262816 Enclosed Switches and Circuit Breakers
CONTRACT DRAWINGS
REFER TO DRAWING GI-001 FOR LIST OF DRAWINGS
END OF TABLE OF CONTENTS
2013 TOC-6
ADVERTISEMENT
NOTICE TO BIDDERS
FOR THE CONSTRUCTION OF THE
AIRFIELD ELECTRICAL VAULT REHABILITATION PROJECT
AT
ELIZABETH FIELD AIRPORT
FISHERS ISLAND
TOWN OF SOUTHOLD,NEW YORK
Sealed proposals for the construction of the Airfield Electrical Vault Rehabilitation Contract will be
received at the Town Clerk's Office, 53095 Route 25, Southold,New York 11971, until 2:00 P.M., local
time, May 30,2019, and there, at said office, at said time,publicly opened and read aloud.
This project involves minor rehabilitation of an existing 265 sq.ft. electrical vault, including replacing
miscellaneous airfield lighting equipment, minor interior and exterior structural and architectural repairs,
installation of a new interior shelving system for equipment, and installation of new HVAC system.
The Contract Documents (consisting of the Advertisement, the Proposal, the Contract Form, and the
Specifications) and the Contract Drawings may be obtained only by downloading the documents from a
OneDrive sharepoint site. Access can be obtained by contacting Thomas Horth of C&S Engineers, Inc. at
thorth(2cscos.com where the Contractor's name,contact name,address,telephone number,and email address
will be recorded on the plan holders list.There is no charge to download the contract documents and contract
drawings. Submitted proposals that were not recorded on the plan holders list shall be considered non-
responsive.
The legal notice may be viewed online at the Southold Town Website: www.southoldtownny. og_v,
under"Public and Legal Notices/Employment Opportunities".
Copies of the above described Contract Documents may be examined at no expense at the Town Clerk's
Office, 53095 Route 25, Southold,New York 11971; C&S Engineers,Inc.,499 Col.Eileen Collins
Boulevard, Syracuse,New York 13212; and at the Fishers Island Ferry District Office on Fishers Island.
Bidders may inspect the property upon which the work is to occur. The property is located at the Elizabeth
Field Airport, Fishers Island,New York, 06390. Bidders must contact Gordon Murphy, Assistant Airport
Manager, Fishers Island Ferry District (Phone: (631) 788-7463, ext. 201) at least 24-hours in advance to
coordinate site access. Any questions regarding this project may be directed to Thomas Horth, of C&S
Engineers,Inc. in Syracuse,NY, at(315)455-2000 or email thorthpcscos.com.
Each proposal must be accompanied by a certified check or bid bond in the amount of five percent(5%)
of the total maximum proposal price(combination of base bid or alternate bid plus add-on items)for the
contract in the form and subject to the conditions provided in the Preparation of Proposal.
The Southold Town Board reserves the right to reject any and all bids and waive any and all informalities
in any bid should it be deemed in the best interest of the Town of Southold to do so.All bids must be signed
and sealed in envelopes plainly marked "AIRFIELD ELECTRICAL VAULT REHABILITATION
PROJECT AT THE ELIZABETH FIELD AIRPORT"and submitted to the Town Clerk.
The bid price shall not include any tax,federal, state, or local,from which the Town of Southold is exempt.
ELIZABETH A.NEVILLE
SOUTHOLD TOWN CLERK
END OF ADVERTISEMENT
05/15 ADV-1
PROPOSAL
FOR CONSTRUCTION OF THE
AIRFIELD ELECTRIC VAULT REHABILITATION
AT
ELIZABETH FIELD AIRPORT
FISHERS ISLAND
TOWN OF SOUTHOLD,NEW YORK
TO: Town Clerk's Office
53095 Route 25
Southold,New York 11971
The undersigned, as bidder,hereby declares that he/she has examined the site of the work and informed
himself/herself fully in regard to all conditions pertaining to the place where the work is to be done; that
he/she has examined and read the Contract Documents and Contract Drawings for the work and all
addenda relative thereto furnished prior to the opening of bids;that he/she has satisfied himself/herself
relative to the work to be performed.
The bidder understands that the advertisement, located in the front of these Contract Documents, contains
the location and a description of the proposed construction, as well as indicates the place,date, and time
of the proposal opening; information about a Pre-Bid conference, if scheduled, is contained in the
advertisement;the time in which the work must be completed shall be in accordance with the subsection
titled FAILURE TO COMPLETE ON TIME of Section 80. If the bidder considers that the time to
complete the work is inadequate,they should not submit a bid.
The bidder understands the quantities for bid items listed on the proposal sheets are estimated quantities
only for the purpose of comparing bids; any difference between these estimated quantities and actual
quantities required for construction shall not be taken as a basis for claims by the Contractor for extra
compensation; compensation will be based upon the unit prices and actual construction quantities.
The bidder understands that the description under each item,being briefly stated, implies, although it does
not mention, all incidentals and that the prices stated are intended to cover all such work,materials and
incidentals as constitute bidder's obligations as described in the specifications and any details not
specifically mentioned,but evidently included in the Contract shall be compensated for in the item which
most logically includes it.
The bidder understands that proposal guaranty shall be in the form of a bid bond in the amount of
five percent(5%)of this bid in accordance with the subsection titled BID GUARANTEE of Section
20; the proposal guaranty shall become the property of the Owner in the event the Contract and
bond(s)are not executed within the time above set forth,as liquidated damages for the delay and
additional expense to the Owner caused thereby.
The bidder agrees that upon receipt of written notice of the acceptance of this proposal,bidder will
execute the Contract attached within 15 days and deliver a Surety Bond or Bonds as required by the
subsection titled REQUIREMENTS OF CONTRACT BONDS OF Section 30.The bidder further agrees
to commence construction with an adequate work force,plant and equipment on the date stated in the
written notice to proceed and will progress therewith to its completion within the time stated, and in
accordance with this Contract and Specification.
2013 PROPOSAL-1
Elizabeth Field Airport
Town of Southold, New York
AIRFIELD ELECTRICAL VAULT REHABILITATION PROJECT
Item Number Bid Item Lump Sum Price In Words Lump Sum Price
B-1 Base Bid $
AD-1 Add-On No. 1 $
AD-2 Add-On No. 2 $
ALG-1 Utility Allowance Twenty Thousand Dollars $ 20,000.00
T-1 TOTAL $
PROPOSAL - 2
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
The bidder states that this proposal is based upon prevailing wages in Suffolk County,NY and in no case
are wages considered less than those predetermined by the State and Federal Departments of Labor,
schedules of which are contained in the Contract Documents.
The bidder proposes and agrees,if this Proposal is accepted,to contract in the form of contract specified
with the Town of Southold/Fishers Island Ferry District(Owner),to furnish all necessary materials,
equipment,machinery,tools, apparatus,means of transportation and labor necessary to complete the
construction of the Airfield Lighting and Signage Repairs project in full and complete accordance with
the shown, noted, described and reasonably intended requirements of the Contract Documents and
Contract Drawings,to the full and entire satisfaction of the above said Owner,with a definite
understanding that no money will be allowed for extra work except as set forth in the attached Contract
Documents, for the unit prices listed for each item.
BIDDER,IF AN INDIVIDUAL:
BY:
(Printed Name)
(Signature)
COMPANY NAME:
ADDRESS:
PHONE NO:
r
DATE:
2013 PROPOSAL-3
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
BIDDER,IF A PARTNERSHIP(GIVE NAMES AND ADDRESSES OF EACH PARTNER):
BY:
(Printed Name)
(Signature)
COMPANY NAME:
ADDRESS:
PHONE NO:
DATE:
PARTNER'S PARTNER'S
NAME: NAME:
BUSINESS BUSINESS
ADDRESS: ADDRESS:
PARTNER'S PARTNER'S
NAME: NAME:
BUSINESS BUSINESS
ADDRESS: ADDRESS:
2013 PROPOSAL-4
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
BIDDER,IF A CORPORATION:
BY:
(Printed Name&Title)
(Signature)
CORPORATION
NAME:
ADDRESS: (SEAL)
STATE OF CORPORATION
CHARTER:
PHONE NO:
DATE:
PRESIDENT'S
NAME:
BUSINESS
ADDRESS:
SECRETARY'S TREASURER'S
ti
NAME: NAME:
BUSINESS BUSINESS
ADDRESS: ADDRESS:
2013 PROPOSAL-5
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
ATTACHMENTS TO PROPOSAL
BIDDER and his/her surety,where appropriate,have completed and executed the attached documents
which are identified below.
Non-Collusive Bidding Certificate
Resolution for Corporate Bidders
Buy American Certification
Certifications:
- Certification of Non-Segregated Facilities
- Debarment& Suspension Certification
- Lobbying and Influencing Federal Employees
- Certification of Offerer/Bidder Regarding Tax Delinquency and Felony Convictions
- Trade Restriction
Bidder's Statement of Previous Contracts Subject to EEO Clause as Described in Section 70-21
Certification for Receipt of Addenda
Statement of Surety's Intent
Iranian Energy Sector Divestment Statement
Certification of Compliance with the Iran Divestment Act
Disadvantaged Business Enterprise(DBE)and Small Business Element(SBE) Statement
Bidder's List Collection Form(Bidder's Information)
Bidder's List Collection Form(Subcontractor's Information)
Safety Plan Compliance Document(SPCD) Certification
r-
i
2013 PROPOSAL-6
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
NON-COLLUSIVE BIDDING CERTIFICATE
The Signer of this Bid declares:
A. That he/she has carefully examined the annexed form of the Agreement and Contract.
B. Pursuant to Section 103-d of the General Municipal Law,by submission of this Bid, each Bidder and
each person signing on behalf of any Bidder certifies, and in the case of a joint Bid each party thereto
certifies as to its own organization,under penalty of perjury, that to the best of knowledge and belief:
1. The prices in this Bid have been arrived at independently without collusion, consultation,
communication or agreement, for the purpose of restricting competition, as to any matter relating
to such prices with any other Bidder or with any competitor;
2. Unless otherwise required by law,the prices which have been quoted in this Bid have not been
knowingly disclosed by the Bidder, and will not knowingly be disclosed by the Bidder prior to
opening, directly or indirectly,to any other Bidder or to any competitor; and
3. No attempt has been made or will be made by the Bidder to induce any other person,partnership
or corporation to submit or not to submit a Bid for the purpose of restricting competition.
I hereby affirm under the penalties of perjury that the foregoing statement is true.
Affix Seal BIDDER:
if Principal
is Corporation BY:
TITLE:
STATE OF NEW YORK
SS:
COUNTY OF
On the day of ,20 ,before me personally came
to me known,who,being by me duly sworn, did swear and affirm that he/she resides at
; that he/she is the
of the Bidder herein and signs the foregoing Non-Collusive Certification on behalf of such Bidder; that
he/she executed the foregoing Non-Collusive Certification; and that,to the best of his knowledge and
belief,the statement made in the foregoing Non-Collusive Certification is true.
NOTARY PUBLIC
MY COMMISSION EXPIRES:
(This form must be completed and submitted with the Proposal.)
2013 PROPOSAL-7
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
RESOLUTION FOR CORPORATE BIDDERS
RESOLVED,that be authorized
(Name of Officer)
to sign and submit the bid or proposal of this corporation for the following project:
Airfield Electric Vault Rehabilitation
and to include in such bid or proposal the certificate as to non-collusion required by section one hundred
three-d of the General Municipal Law as the act and deed of such corporation, and for any inaccuracies or
misstatements in such certificate this corporate bidder shall be liable under penalties of perjury.
The foregoing is a true and correct copy of the resolution adopted by
Corporation at a meeting of its Board of
Directors held on the day of_, 20
(Secretary)
(Seal)
(This form must be completed and submitted with the Proposal.)
2013 PROPOSAL-8
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
BUY AMERICAN CERTIFICATION
The Contractor agrees to comply with 49 USC § 50101, which provides that Federal funds may not be
obligated unless all steel and manufactured goods used in AIP funded projects are produced in the United
States,unless the Federal Aviation Administration has issued a waiver for the product;the product is listed
as an Excepted Article,Material Or Supply in Federal Acquisition Regulation subpart 25.108;or is included
in the FAA Nationwide Buy American Waivers Issued list.
A bidder or offeror must complete and submit the Buy America certification included herein with their bid
or offer. The Owner will reject as nonresponsive any bid or offer that does not include a completed
Certificate of Buy American Compliance.
CERTIFICATE OF BUY AMERICAN COMPLIANCE FOR TOTAL FACILITY
As a matter of bid responsiveness,the bidder or offeror must complete, sign, date,and submit this
certification statement with its proposal. The bidder or offeror must indicate how it intends to comply
with 49 USC § 50101 by selecting one of the following certification statements. These statements are
mutually exclusive. Bidder must select one or the other(i.e.not both)by inserting a checkmark(✓) or
the letter"X".
❑ Bidder or offeror hereby certifies that it will comply with 49 USC. 50101 by:
a) Only installing steel and manufactured products produced in the United States; or
b) Installing manufactured products for which the FAA has issued a waiver as indicated
by inclusion on the current FAA Nationwide Buy American Waivers Issued listing; or
c) Installing products listed as an Excepted Article,Material or Supply in Federal
Acquisition Regulation Subpart 25.108.
By selecting this certification statement,the bidder or offeror agrees:
1. To provide to the Owner evidence that documents the source and origin of the steel and
manufactured product.
2. To faithfully comply with providing US domestic products.
3. To refrain from seeking a waiver request after establishment of the contract,unless
extenuating circumstances emerge that the FAA determines justified.
❑ The bidder or offeror hereby certifies it cannot comply with the 100%Buy American Preferences
of 49 USC § 50101(a)but may qualify for either a Type 3 or Type 4 waiver under 49 USC §
50101(b). By selecting this certification statement,the apparent bidder or offeror with the
apparent low bid agrees:
1. To submit to the Owner within 15 calendar days of the bid opening, a formal waiver
request and required documentation that support the type of waiver being requested.
2. That failure to submit the required documentation within the specified timeframe is
cause for a non-responsive determination that may result in rejection of the proposal.
3. To faithfully comply with providing US domestic products at or above the approved
US domestic content percentage as approved by the FAA.
4. To furnish US domestic product for any waiver request that the FAA rejects.
5. To refrain from seeking a waiver request after establishment of the contract,unless
extenuating circumstances emerge that the FAA determines justified.
2013 PROPOSAL-9
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
Required Documentation
Type 3 Waiver-The cost of components and subcomponents produced in the United States is more
than 60% of the cost of all components and subcomponents of the"facility". The required
documentation for a Type 3 Waiver is:
a) Listing of all manufactured products that are not comprised of 100%US domestic content
(Excludes products listed on the FAA Nationwide Buy American Waivers Issued listing and
products excluded by Federal Acquisition Regulation Subpart 25.108;products of unknown
origin must be considered as non-domestic products in their entirety)
b) Cost of non-domestic components and subcomponents, excluding labor costs associated with
final assembly and installation at project location.
c) Percentage of non-domestic component and subcomponent cost as compared to total "facility"
component and subcomponent costs, excluding labor costs associated with final assembly and
installation at project location.
Type 4 Waiver—Total cost of project using US domestic source product exceeds the total project cost
using non-domestic product by 25%. The required documentation for a Type 4 Waiver is:
a) Detailed cost information for total project using US domestic product
b) Detailed cost information for total project using non-domestic product
False Statements: Per 49 USC § 47126,this certification concerns a matter within the jurisdiction of
the Federal Aviation Administration and the making of a false, fictitious or fraudulent certification may
render the maker subject to prosecution under Title 18,United States Code.
Date Signature
Company Name Title
(Buy American form(s) must be completed and submitted with the Proposal.)
2013 PROPOSAL-10
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
CERTIFICATIONS
BIDDER'S NAME:
ADDRESS:
TELEPHONE NO.: FAX NO.
IRS EMPLOYER IDENTIFICATION NUMBER:
NOTICE OF NONSEGREGATED FACILITIES REQUIREMENT
Notice to Prospective Federally Assisted Construction Contractors
1. A Certification of Non-segregated Facilities shall be submitted prior to the award of a federally-
assisted construction contract exceeding$10,000 which is not exempt from the provisions of the
Equal Opportunity Clause.
2. Contractors receiving federally-assisted construction contract awards exceeding$10,000 which are
not exempt from the provisions of the Equal Opportunity Clause will be required to provide for the
forwarding of the following notice to prospective subcontractors for supplies and construction
contracts where the subcontracts exceed $10,000 and are not exempt from the provisions of the Equal
Opportunity Clause.
3. The penalty for making false statements in offers is prescribed in 18 U.S.C. § 1001.
Notice to Prospective Subcontractors of Requirements for Certification of Non-Segregated
Facilities
1. A Certification of Non-segregated Facilities shall be submitted prior to the award of a subcontract
exceeding$10,000,which is not exempt from the provisions of the Equal Opportunity Clause.
2. Contractors receiving subcontract awards exceeding$10,000 which are not exempt from the
provisions of the Equal Opportunity Clause will be required to provide for the forwarding of this
notice to prospective subcontractors for supplies and construction contracts where the subcontracts
exceed$10,000 and are not exempt from the provisions of the Equal Opportunity Clause.
3. The penalty for making false statements in offers is prescribed in 18 U.S.C. § 1001.
CERTIFICATION OF NON-SEGREGATED FACILITIES
The federally-assisted construction contractor certifies that she or he does not maintain or provide, for his
employees, any segregated facilities at any of his establishments and that she or he does not permit his
employees to perform their services at any location,under his control,where segregated facilities are
maintained. The federally-assisted construction contractor certifies that she or he will not maintain or
provide, for his employees, segregated facilities at any of his establishments and that she or he will not
permit his employees to perform their services at any location under his control where segregated
facilities are maintained. The federally-assisted construction contractor agrees that a breach of this
certification is a violation of the Equal Opportunity Clause in this contract.
As used in this certification,the term "segregated facilities" means any waiting rooms,work areas,
restrooms,and washrooms, restaurants and other eating areas,time clocks, locker rooms and other storage
2013 PROPOSAL-11
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
or dressing areas,parking lots, drinking fountains,recreation or entertainment areas,transportation, and
housing facilities provided for employees which are segregated by explicit directives or are, in fact,
segregated on the basis of race, color,religion, or national origin because of habit,local custom, or any
other reason. The federally-assisted construction contractor agrees that(except where she or he has
obtained identical certifications from proposed subcontractors for specific time periods) she or he will
obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding
$10,000 which are not exempt from the provisions of the Equal Opportunity Clause and that she or he
will retain such certifications in his files.
CERTIFICATION OF OFFEROR/BIDDER REGARDING DEBARMENT
By submitting a bid/proposal under this solicitation,the bidder or offeror certifies that neither it nor its
principals are presently debarred or suspended by any Federal department or agency from participation in
this transaction.
CERTIFICATION OF LOWER TIER CONTRACTORS REGARDING DEBARMENT
The successful bidder,by administering each lower tier subcontract that exceeds$25,000 as a"covered
transaction",must verify each lower tier participant of a"covered transaction"under the project is not
presently debarred or otherwise disqualified from participation in this federally assisted project. The
successful bidder will accomplish this by:
1. Checking the System for Award Management at website: http://www.sam.Rov
2. Collecting a certification statement similar to the Certificate Regarding Debannent and
Suspension(Bidder or Offeror), above.
3. Inserting a clause or condition in the covered transaction with the lower tier contract
If the FAA later determines that a lower tier participant failed to disclose to a higher tier participant that it
was excluded or disqualified at the time it entered the covered transaction,the FAA may pursue any
available remedies,including suspension and debarment of the non-compliant participant.
CERTIFICATION REGARDING LOBBYING
The bidder or offeror certifies by signing and submitting this bid or proposal,to the best of his or her
knowledge and belief,that:
(1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the Bidder or
Offeror,to any person for influencing or attempting to influence an officer or employee of an
agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member
of Congress in connection with the awarding of any Federal contract,the making of any Federal
grant,the making of any Federal loan,the entering into of any cooperative agreement, and the
extension, continuation,renewal, amendment, or modification of any Federal contract,grant,
loan, or cooperative agreement.
(2) If any funds other than Federal appropriated funds have been paid or will be paid to any person
for influencing or attempting to influence an officer or employee of any agency, a Member of
2013 PROPOSAL-12
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
Congress, an officer or employee of Congress,or an employee of a Member of Congress in
connection with this Federal contract, grant,loan, or cooperative agreement,the undersigned shall
complete and submit Standard Form-LLL,"Disclosure Form to Report Lobbying," in accordance
with its instructions.
(3) The undersigned shall require that the language of this certification be included in the award
documents for all sub-awards at all tiers(including subcontracts,sub-grants, and contracts under_
grants, loans, and cooperative agreements) and that all sub-recipients shall certify and disclose
accordingly.
This certification is a material representation of fact upon which reliance was placed when this transaction
was made or entered into. Submission of this certification is a prerequisite for making or entering into this
transaction imposed by section 1352,title 31,U.S. Code. Any person who fails to file the required
certification shall be'subject to a civil penalty of not less than$10,000 and not more than$100,000 for
each such failure.
CERTIFICATION OF OFFERERBIDDER REGARDING TAX DELINQUENCY
AND FELONY CONVICTIONS
The Contractor must complete the following two certification statements. The Contractor must indicate its
current status as it relates to tax delinquency and felony conviction by inserting a checkmark or"X" in the-
space following the applicable response.The Contractor agrees that,if awarded a contract resulting from
this solicitation,it will incorporate this provision for certification in all lower tier subcontracts.
Certifications:
1) The Contractor represents that it is(__)is not(__)a corporation that has any unpaid Federal
tax liability that has been assessed, for which all judicial and administrative remedies have been
exhausted or have lapsed,and that is not being paid in a timely manner pursuant to an agreement
with the authority responsible for collecting the tax liability.
2) The Contractor represents that it is(___)is not(_—) a corporation that was convicted of a
criminal violation under any Federal law within the preceding 24 months.
Note:
If a Contractor responds in the,affirmative to either of the above-representations,the Contractor is
ineligible to receive an award unless the sponsor has received notification from the agency suspension
and debarment official(SDO)that the SDO has considered suspension or debarment and determined that
further action is not required to protect the Government's interests. The Contractor therefore must
provide information to the owner about its tax liability or conviction to the Owner,who will then notify
the FAA Airports District Office,which will then notify the agency's SDO to facilitate completion of the
required considerations before award decisions are made.
Term Definitions
Felony conviction: Felony conviction means a conviction within the preceding twenty four(24)months
of a felony criminal violation under any Federal law and includes conviction of an offense defined in a,
section of the U.S. code that specifically classifies the offense as a felony and conviction of an offense
that is classified as a felony under 18 U.S.C. § 3559.
2013 PROPOSAL-13
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
Tax Delinquency: A tax delinquency is any unpaid Federal tax liability that has been assessed, for which
all judicial and administrative remedies have been exhausted,or have lapsed, and that is not being paid in
a timely manner pursuant to an agreement with the authority responsible for collecting the tax liability.
TRADE RESTRICTION CERTIFICATION
By submission of an offer,the Offeror certifies that with respect to this solicitation and any resultant
contract,the Offeror-
a. is not owned or controlled by one or more citizens of a foreign country included in the,list of
countries that discriminate against U.S. firms as published by the Office of the United States
Trade Representative(U.S.T.R.);
b. has not knowingly entered into any contract or subcontract for this project with a person that is a
citizen or national of a foreign country included on the list of countries that discriminate against
U.S. firms as published by the U.S.T.R; and
c. has not entered into any subcontract for any product to be used on the Federal on the project that
is produced in a foreign country included on the list of countries that discriminate against U.S.
firms published by the U.S.T.R.
This certification concerns a matter within the jurisdiction of an agency of the United States of America
and the making of a false,fictitious, or fraudulent certification may render the maker subject to
prosecution under Title 18,United States Code, Section 1001.
The Offeror/Contractor must provide immediate written notice to the Owner if the Offeror/Contractor
learns that its certification or that of a subcontractor was erroneous when submitted or has become
erroneous by reason of changed circumstances. The Contractor must require subcontractors provide
immediate written notice to the Contractor if at any time it learns that its certification was erroneous by
reason of changed circumstances. ;
Unless the restrictions of this clause are waived by the Secretary of Transportation in accordance with 49
CFR 30.17,no contract shall be awarded to an Offeror or subcontractor:
(1) who is owned or controlled by one or more citizens or nationals of a foreign country included on
the list of countries that discriminate against U.S. firms published by the U.S.T.R. or
(2) whose subcontractors are owned or controlled by one or more citizens or nationals of a foreign
country on such U.S.T.R. list or
(3) who incorporates in the public works project any product of a foreign country on such U.S.T.R.
list;
Nothing contained in the foregoing shall-be construed to require establishment of a system of records in
order to render,in good faith,the certification required by this provision. The knowledge and information
of a contractor is not required to exceed that which is normally possessed by a prudent person in the
ordinary course of business dealings.
2013 PROPOSAL-14
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
The Offeror agrees that,if awarded a contract resulting from this solicitation,it will incorporate this
provision for certification without modification in in all lower tier subcontracts.The contractor may rely
on the certification of a prospective subcontractor that it is not a firm from a foreign country included on
the list of countries that discriminate against U.S. firms as published by U.S.T.R,unless the Offeror has
knowledge that the certification is erroneous.'
This certification is a material representation of fact upon which reliance was placed when making an
award. If it is later determined that the Contractor or subcontractor knowingly rendered an erroneous
certification,the Federal Aviation Administration may direct through the Owner cancellation of the
contract or subcontract for default at no cost to the Owner or the FAA.
Printed Name&Title:
Signature:
Date:
(These certifications must be completed and submitted with the Proposal.)
2013 PROPOSAL-15
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
BIDDER'S STATEMENT OF PREVIOUS CONTRACTS SUBJECT TO EEO CLAUSE AS
DESCRIBED IN SECTION 70-21
The Bidder shall complete the following statement by checking the appropriate boxes.
The Bidder has has not participated in a previous contract subject to the Equal
Opportunity Clause prescribed by Executive Order 11246, as amended, of September 24, 1965.
The Bidder has has not - submitted all compliance"reports in connection with any such
contract due under the applicable filing requirements; and that representations indicating submission of
required compliance reports signed by proposed subcontractors will be obtained prior to award of
subcontracts.
If the Bidder has participated in a previous contract subject to the Equal Opportunity Clause and
has not submitted compliance reports due under applicable filing requirements, the Bidder shall submit a
compliance report on Standard Form 100, "Employee Information Report- EEO-l", attached to this
proposal.
CERTIFICATION FOR RECEIPT OF ADDENDA
Receipt of the following Addenda is acknowledged:
ADDENDUM NO.: DATED:
ADDENDUM NO.: DATED:
d _
ADDENDUM NO.: DATED:
(Firm or Corporation Making Bid)
(Signature of Authorized Person)
P.O. Address:
Dated:
(This form must be completed and submitted with the Proposal.)
2013 PROPOSAL-16
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
STATEMENT OF SURETY'S INTENT
TO: Town of Southfold
We have reviewed the bid of
(Contractor)
of
(Address)
for the Airfield Electric Vault Rehabilitation
project for which bids will be received on:
(Bid Opening Date)
and wish to advise that should this Bid of the Contractor be accepted and the Contract awarded to him, it
is our present intention to become surety on the performance bond and labor and material bond required
by the Contract.
Any arrangement for the bonds required by the Contract is a matter between the Contractor and ourselves
and we assure no liability to you or third parties if for any reason we do not execute the requisite bonds.
We are duly authorized to do business in the State of New York.
ATTEST:
Surety's Authorized Signature(s)
(Corporate seal,if any. If no seal, write "No Seal" across this place and sign.)
ATTACH PROPOSAL GUARANTEE
ATTACH POWER OF ATTORNEY
(This form must be complete and submitted with the Proposal.
Copies of this form may be filled out and attached to this page.)
2013 PROPOSAL-17
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
IRANIAN ENERGY SECTOR DIVESTMENT STATEMENT
1. Contractor/Proposer hereby represents that said Contractor/Proposer is in compliance with New
York State General Municipal Law Section 103-g entitled"Iranian Energy Sector Divestment",in
that said Contractor/Proposer has not:
(a) Provided goods or services of$20 Million or more in the energy sector of Iran
including but not limited to the provision of oil or liquefied natural gas tankers or
products used to construct or maintain pipelines used to transport oil or liquefied
natural gas for the energy sector of Iran; or
(b) Acted as a financial institution and extended$20 Million or more in credit to another
person for forty-five days or more, if that person's intent was to use the credit to
provide goods or services in the energy sector in Iran.
2. Any Contractor/Proposer who has undertaken any of the above and is identified on a list created
pursuant to Section 165-a(3)(b)of the New York State Finance Law as a person engaging in
investment activities in Iran, shall not be deemed a responsible bidder pursuant to Section 103 of
the New York State General Municipal Law.
3. Except as otherwise specifically provided herein,every Contractor/Proposer submitting a
bid/proposal in response to this Request for Bids/Request for Proposals must certify and affirm
the following under penalties of perjury:
(a) `By submission of this bid,each bidder and each person signing on behalf of any
bidder certifies, and in the case of a joint bid, each party thereto certifies as to its
own organization,under penalty of perjury,that to the best of its knowledge and
belief,that each bidder is not on the list created pursuant to NYS Finance Law
Section 165-a(3)(b)."
4. Except as otherwise specifically provided herein,any Bid/Proposal that is submitted without
having complied with subdivision(a)above, shall not be considered for award.In any case where
the Bidder/Proposer cannot make the certification as set forth in subdivision(a)above,the
Bidder/Proposer shall so state and shall furnish with the bid a signed statement setting forth in
detail the reasons therefore. The Owner reserves its rights, in accordance with General Municipal
Law Section 103-g to award the Bid/Proposal to any Bidder/Proposer who cannot make the
certification, on a case-by-case basis under the following circumstances:
(1) The investment activities in Iran were made before April 12, 2012,the investment
activities in Iran have not been expanded or renewed after April 12,2012, and the
Bidder/Proposer has adopted,publicized and is implementing a formal plan'to cease
the investment activities in Iran and to refrain from engaging in any new investments
in Iran; or
(2) The Owner has made a determination that the goods or services are necessary for the
Owner to perform its functions and that, absent such an exemption,the Owner would
be unable to obtain the goods or services for which the Bid/Proposal is offered. Such
determination shall be made by the Owner in writing and shall be a public document.
5. Bidder or Proposer shall sign and notarize the attached "Certification of Compliance with
the Iran Divestment Act"form with your proposal.
2013 PROPOSAL-18
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
CERTIFICATION OF COMPLIANCE WITH THE IRAN DIVESTMENT ACT
As a result of the Iran Divestment Act of 2012 (the"Act"),Chapter 1 of the 2012 Laws of New York, a
new provision has been added to State Finance Law(SFL) § 165-a and New York General Municipal
Law § 103-g,both effective April 12,2012. Under the Act,the Commissioner of the Office of General
Services (OGS)will be developing a list of"persons"who are engaged in"investment activities in Iran"
(both are defined terms in the law)(the"Prohibited Entities List"). Pursuant to SFL § 165-a(3)(b),the
initial list is expected to be issued no later than 120 days after the Act's effective date at which time it will
be posted on the OGS website.
By submitting a bid in response to this solicitation or by assuming the responsibility of a Contract
awarded hereunder,each Bidder/Contractor, any person signing on behalf of any Bidder/Contractor and
any assignee or subcontractor and, in the case of a joint bid, each party thereto, certifies,under penalty of
perjury,that once the Prohibited Entities List is posted on the OGS website,that to the best of its
knowledge and belief,that each Bidder/Contractor and any subcontractor or assignee is not identified on
the Prohibited Entities List created pursuant to SFL § 165-a(3)(b).
Additionally,Bidder/Contractor is advised that once the Prohibited Entities List is posted on the OGS
Website, any Bidder/Contractor seeking to renew or extend a Contract or assume the responsibility of a
Contract awarded in response to this solicitation must certify at the time the Contract is renewed,
extended or assigned that it is not included on the Prohibited Entities List.
During the term of the Contract, should the Owner receive information that a Bidder/Contractor is in
violation of the above-referenced certification,the Owner will offer the person or entity an opportunity to
respond. If the person or entity fails to demonstrate that he/she/it has ceased engagement in the
investment which is in violation of the Act within 90 days after the determination of such violation,then
the Owner shall take such action as may be appropriate including,but not limited to, imposing sanctions,
seeking compliance,recovering damages or declaring the Bidder/Contractor in default.
The Owner reserves the right to reject any bid or request for assignment for a Bidder/Contractor that
appears on the Prohibited Entities List prior to the award of a contract and to pursue a responsibility
review with respect to any Bidder/Contractor that is awarded a contract and subsequently appears on the
Prohibited Entities List.
1, , being duly sworn, deposes and says
that he/she is the of the
Corporation and that neither the Bidder/Contractor nor any proposed subcontractor is identified on the
Prohibited Entities List.
SIGNED
SWORN to before me this
day of 20_
Notary Public:
(This form must be completed and submitted with the Proposal.)
2013 PROPOSAL-19
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
DISADVANTAGED BUSINESS ENTERPRISE(DBE) STATEMENT
The requirements of 49 CFR Part 26, Regulations of the U.S.Department of Transportation,apply to this
contract. It is the policy of the Sponsor to practice nondiscrimination based on race, color,sex, or
national origin in the award or performance of this contract.
DISADVANTAGED BUSINESS ENTERPRISE:
The requirements of 49 CFR Part 26,Regulations of the U.S.Department of Transportation, apply to this
contract. It is the policy of the Sponsor to practice nondiscrimination based on race, color,sex, or
national origin in the award or performance of this contract. All firms qualifying under this solicitation
are encouraged to submit proposals. Award of this contract will be conditioned upon satisfying the DBE
requirements of this contract. These requirements apply to all bidders,including those who qualify as a
DBE. A DBE contract goal of 1.0 percent has been established for this contract. The bidder shall make
good faith efforts, as defined in Appendix A, 49 CFR Part 26,to meet the contract goal for DBE
participation in the performance of this contract. Excerpts from 49 CFR Part 26 are included in Section
70-21.13.
As a matter of responsibility,within 5 days after the openin of f bids, all Bidders or Offerors shall submit
the"Contractor's DBE Plan",and"DBE Letter of Intent Forms" from each of the DBE firms the Bidder
or Offeror intends to use. If the contract goal is not met, Bidder or Offeror shall include documentation of
good faith efforts with its DBE Plan.
The Contractor's DBE Plan Form and DBE Letter Of Intent Form are located in Section 200. The website
for the Unified Certification Program directory in the state of New York is: http://www.nysucp.net/.
CERTIFICATION OF BIDDER/OFFEROR: The undersigned Bidder or Offeror will satisfy the DBE
requirements of these specifications in the following manner(please check the appropriate space):
The Bidder or Offeror is committed to meeting or exceeding the DBE utilization goal
stated above on this contract.
The Bidder or Offeror,is unable to meet the DBE utilization goal stated above. However,
we are committed to a minimum of %DBE utilization on this contract, and will
include documentation demonstrating good faith efforts.
SMALL BUSINESS PARTICIPATION:
This Contract does not have a Small Business Element(SBE)set-aside.
IRS Number:
Signature and Title
2013 PROPOSAL-20
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
BIDDER'S LIST COLLECTION FORM
(Bidder's Information)
The sponsor is required by CFR Title 49, Subtitle A,Part 26, Subpart A, Section 26.11 to collect the
following information from the bidder. As such,it is the responsibility of the bidder to complete the
following information as a condition of submitting a proposal for this project. The sponsor will consider
incomplete information to be an irregular proposal.
Airport Name: Elizabeth Field Airport AIP No. 3-36-0029-XX-2019
Project Name: Airfield Electric Vault Rehabilitation
Bidder's Information
Firm Street Address, DBE/Non Annual Gross
Firm Name City, State,Zip Code, DBE Age of Firm
Phone No. Status Receipts
❑ Less than 1 year ❑ Less than$500K
❑ 1-3 years ❑ $500K-$1M
❑ DBE
❑ 4-7 years ❑ $1-$2M
❑ Non-DBE
❑ 8-10 years ❑ $2-$5M
❑ More than 10 yrs. ❑ More than$5M
(This form must be completed and submitted with the Proposal.)
2013 PROPOSAL-21
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
BIDDER'S LIST COLLECTION FORM
(Subcontractor's Information)
The sponsor is required by CFR Title 49, Subtitle A, Part 26, Subpart A, Section 26.11 to collect the
following information from each subcontractor submitting a quote,bid or proposal to the bidder. As such,
it is the responsibility of the bidder to complete the following information as a condition of submitting a
proposal for this project.The sponsor will consider incomplete information to be an irregular proposal.
Please note that the information requested below must be filled out for each quote received by the bidder,
regardless of DBE status. For example, if the bidder requests quotes from three contractors for electrical
work,the information requested below must filled out for the three subcontractors.It is important to note
that providing the information does not commit the bidder to using any one of the three subcontractors in
the work.
Airport Name: Elizabeth Field Airport AIP No. 3-36-0029-XX-2019
Project Name: Airfield Electric Vault Rehabilitation
Subcontractor's Information
Firm Street Address, DBE/Non
Firm Name City, State,Zip Code, DBE Age of Firm Annual Gross
Phone No. Status Receipts
❑ Less than 1 year ❑ Less than$500K
❑ DBE ❑ 1-3 years ❑ $500K-$1M
❑ Non-DBE ❑ 4-7 years ❑ $1-$2M
❑ 8-10 years ❑ $2-$5M
❑ More than 10 yrs. ❑ More than$5M
❑ Less than 1 year ❑ Less than$500K
❑ DBE ❑ 1-3 years ❑ $500K-$IM
❑ Non-DBE ❑ 4-7 years ❑ $1-$2M
❑ 8-10 years ❑ $2-$5M
❑ More than 10 yrs. ❑ More than$5M
❑ Less than 1 year ❑ Less than$500K
❑ DBE ❑ 1-3 years ❑ $500K-$1M
❑ Non-DBE ❑ 4-7 years ❑ $1-$2M
❑ 8-10 years ❑ $2-$5M
❑ More than 10 yrs. ❑ More than$5M
2013 PROPOSAL-22
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
Firm Street Address, DBE/Non
Firm Name City,State,Zip Code, DBE Age of Firm Annual Gross
Phone No. Status Receipts
❑ Less than 1 year ❑ Less than$500K
❑ DBE ❑ 1-3 years ❑ $500K-$1M
❑ Non-DBE ❑ 4-7 years ❑ $1-$2M
❑ 8-10 years ❑ $2-$5M
❑ More than 10 yrs. ❑ More than$5M
❑ Less than 1 year ❑ Less than$500K
❑ DBE ❑ 1-3 years ❑ $500K-$1M
❑ Non-DBE ❑ 4-7 years ❑ $142M
❑ 8-10 years ❑ $245M
❑ More than 10 yrs. ❑ More than$5M
❑ Less than 1 year ❑ Less than$500K
❑ DBE ❑ 1-3 years ❑ $500K-$1M
❑ Non-DBE ❑ 4-7 years ❑ $1-$2M
❑ 8-10 years ❑ $2-$5M
❑ More than 10 yrs. ❑ More than$5M
❑ Less than 1 year ❑ Less than$500K
❑ DBE ❑ 1-3 years ❑ $500K-$1M
❑ Non-DBE ❑ 4-7 years ❑ $1-$2M
❑ 8-10 years ❑ $2-$5M
❑ More than 10 yrs. ❑ More than$5M
(Copy this form and submit with your original proposal if more space is needed.)
(This form must be completed and submitted with the Proposal.)
2013 PROPOSAL-23
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
SAFETY PLAN COMPLIANCE DOCUMENT (SPCD) CERTIFICATION
Project Location:
Project Name:
Contractor's Official Name:
Contact Person: Telephone:
Street Address:
City: State: Zip:
Certification Statement:
I certify that I have read the Construction Safety and Phasing Plan(CSPP)included in the Contract
Documents and if awarded this Contract,I will abide by its requirements as written.
J certify that I have read the Safety Plan Compliance Document(SPCD)included in the Contract,
Documents and if awarded this Contract,I will abide by its requirements as written,
I certify that I will provide the information required in the SPCD prior to the start of construction work, if
awarded this Contract, and that I will provide any additional information requested by the Owner.
Printed Name of Signer Signature
Title Date
END OF PROPOSAL
2013 PROPOSAL-24
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
CONTRACT FORM
THIS AGREEMENT is dated as of the by and between the Town
of Southold,New York,a municipal corporation having an address at P.O.Box 1179, Southold,New York,
11971 (hereinafter called Owner)and ,having an address at
(hereinafter called Contractor).
The Fishers Island Ferry District,having an address at P.O.Box H,Town of Southold,New York,shall act
on behalf of The Town of Southold as the Owner's representative for this agreement.
Owner/Owner's representative and Contractor,in consideration of the mutual covenants hereinafter set
forth,agree as follows:
ARTICLE I-WORK
Contractor shall perform,construct and complete all Work as specified and indicated in the Airfield
Electric Vault Rehabilitation Conti-act.
ARTICLE 2-CONTRACT TIMES
2.1 Contract Time. The Work shall be substantially complete within the Contract Time as stated in
"PROPOSAL",and accepted in accordance with General Provisions Section 50-15 "Final
Acceptance".
2.2 Damages for Delay in Completion. If the Work is uncompleted after the Contract Time,including
all extensions and adjustments in accordance with General Provisions Section 80-07
"Determination and Extension of Contract Time",the sum stipulated in General Provisions Section
80-08"Failure to Complete on Time"will be deducted from any money due or to become due the
Contractor or their surety. Such deducted sums shall not be deducted as a penalty but shall be
considered as liquidation of a reasonable portion of damages including but not limited to
additional engineering services that will be incurred by the Owner should the Contractor fail to
complete the work in the Contract Time provided in this Contract.
ARTICLE 3-CONTRACT PRICE
3.1 The Owner will pay Contractor for completion of the Work in accordance with the Contract for the
Total hereby identified as the Contract
Price, as shown in the Contractor's Proposal,with discrepancies corrected in accordance with
General Provisions Section 30-01 "Consideration of Proposals"if applicable.
3.2 When unit bid price items are included in the Contract Price,the quantities of various units
contained in the Proposal are estimated and payment to the Contractor will be made only for the
actual quantities of units that are incorporated in the Work or materials furnished in accordance
with the plans and specifications in accordance with General Provisions Section 90,"Measurement
and Payment".
ARTICLE 4-PAYMENT PROCEDURES
4.1 Partial Payments. Partial payments will be made at least once per month based on the Owner's
estimate in accordance with General Provisions Section 90,"Measurement and Payment".
Progress payments will be made in accordance with General Provision Section 90-06, "Partial
Payments".
4.2 Retainage. From the total of the amount determined to be payable on a partial payment,the
2015 Contract Form-1 211.018.001
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
amount specified in General Provisions Section 90-06,"Partial Payments",will be deducted and
retained by the Owner until the final payment is made.
4.3 Final Payment: Final payment will-be made in accordance with General Provisions Section 90-09,
"Acceptance and Final Payment".
4.4 Withholding of Payments: Payment,or partial payment,will be withheld by the Owner because
of claims made or liens filed in connection with the Contract in accordance with General Provisions
Section 90-13,"Lien Law".
ARTICLE 5-CONTRACTOR'S REPRESENTATIONS
In executing this Agreement, Contractor makes the following representations:
5.1.Contractor has examined and carefully studied the Contract including Addenda.
5.2 Contractor has visited the site and become familiar with and is satisfied as to the general,local and
site conditions that may affect cost,progress,performance or furnishing of the Work.
5.3 Contractor is familiar with and is satisfied as to and shall comply with all federal, state and local
Laws and Regulations that may affect cost,progress,performance and furnishing of the Work.
5.4 Contractor has carefully studied all reports of explorations and tests of subsurface conditions at or
contiguous to the site and all drawings of physical conditions in or relating to existing surface or
subsurface structures at or contiguous to the site(except Underground Facilities)which have been
identified in the Contract. Contractor acknowledges that such reports and drawings are not part of
the Contract and may not be complete for Contractor's purposes. Contractor acknowledges that
Owner and Design Engineer do not assume responsibility for the accuracy or completeness of
information and data shown or indicated in the Contract with respect to Underground Facilities at or
contiguous to the site.Contractor represents that no additional examinations,investigations,
explorations,tests,studies or data are necessary for the performance and furnishing of the Work at
the Contract Price,within the Contract Times and in accordance with the other terms and conditions
of the Contract.
5.5 Contractor is aware of the general nature of work to be performed by Owner and others at the site
that relates to the Work as indicated in the Contract. -
5.6 Contractor has'obtained and reviewed all necessary information based upon information and
observations obtained from visits to the site,reports and drawings identified in the Contract and all
additional examinations,investigations,explorations,'tests,,studies and data necessary to complete
the Work pursuant to the terms of the Contract.
5.7 Contractor has given Design Engineer written notice of all conflicts,errors,ambiguities or
discrepancies that Contractor has discovered in the Contract and the written resolution thereof by
the Design Engineer is acceptable to Contractor,and the Contract is generally sufficient to indicate
and convey understanding of all terms and conditions for performance and furnishing of the Work.
5.8 If this Project utilizes multiple prime contracts,the Contractor has examined the Contract for all
prime-contracts and-has acquired sufficient knowledge of the required work of the other prime
contractors to the extent that Contractor clearly understands his own obligations and responsibilities
relative to the other prime contracts.
2015 Contract Form-2 211.018.001
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
ARTICLE 6=CONTRACT
The Contract which comprises the entire Agreement between Owner and Contractor concerning the Work
consists of the following:
6.1 The Proposal with discrepancies corrected.
6.2 This Agreement.
6.3 The Contractor's Performance Bond and Payment Bond.
6.4 The Contractor's Certificates of Insurance.
6.5 The Notice of Award and Notice to Proceed.
6.6 The General Provisions and the Technical Specifications,which are a part of the Contract.
6.7 The Contract Drawings as listed in the Table of Contents.
6.8 Addenda listed below:
Addendum No. Date
6.9 There are no documents evidencing the Contract other than those listed above in this Article 6. The
Contract may only be modified by Supplemental Agreement.
ARTICLE 7-MISCELLANEOUS
7.1 Terms used in this Agreement shall have the meanings in the General Provision Section 10,
"Definition of Terms".
7.2 No assignment by a party hereto of any rights under,interests or obligations in the Contract will be
binding on another,party hereto without the written consent of the party sought to be bound;and
specifically but without limitation,moneys that may become due and moneys that are due may not
be assigned without such consent(except to the extent that the effect of this restriction may be
limited by law),and unless specifically stated to the contrary in any written consent to an
assignment no assignment will release or discharge the assignor from any duty or responsibility
under the Contract.
7.3 Owner and Contractor each binds itself,its partners, successors,assigns and legal representatives to
the other party hereto,his partners,successors, assigns and legal representatives in respect to all
covenants,agreements and obligations contained in the Contract. '
7.4 Any provision or part of the Contract held to be void or unenforceable under any Law or Regulation
shall be deemed stricken,and all remaining provisions shall continue to be valid and binding upon
Owner or-Contractor,who agree that the Contract shall be reformed to replace such stricken
provision or part thereof with a valid and enforceable provision that comes as close as possible.to
expressing the intention of the stricken provision.
2015 Contract Form-3 211.018.001
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
IN WITNESS WHEREOF,Owner and Contractor have signed five(5)copies of this Agreement.This
Agreement will be effective on the day and year first above written.
OWNER
(SEAL)
(Signature)
Scott A. Russell
(Printed Name)
Town Supervisor
(Printed Title)
OWNER'S REPRESENTATIVE
(Signature) _
Gordon S. Murphy
(Printed Name)
4
Assistant Manager
(Printed Title)
CONTRACTOR:
(SEAL)
(Company Name)
(Signature)
(Printed Name)
(Printed Title)
2015 Contract Form-4 211.018.001
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
(ACKNOWLEDGMENT OF OFFICER OF OWNER)
STATE OF NEW YORK
SS:
COUNTY OF SUFFOLK
On the day of, in the year , before me, the undersigned, a Notary
Public in and for said State,personally appeared Scott A.Russell,personally known,to me or proved to me
on the basis of satisfactory evidence to be the individual(s)whose name(s)is(are)subscribed to the within
instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and
that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which
the individual(s) acted,executed the instrument.
Notary Public
(ACKNOWLEDGMENT OF CONTRACTOR,IF A CORPORATION)
STATE OF
SS:
COUNTY OF
On the day of in the year 2015,before me,the undersigned, a Notary Public
in and for said State, personally appeared to
me known; who, being by me duly sworn, did 'depose and say that he/she/they reside(s) at
that he/she/they is(are)the
o f. ,the
corporation described in and which executed the above instrument; and that she knows the-seal of said
corporation;that the seal affixed to said instrument is such corporate seal;that it was so affixed by authority
of the board of directors of said corporation, and that he/she/they signed his/her/their name(s) thereto by
like authority.
Notary Public
2015 Contract Form-5 ' 211.018.001
Elizabeth Field Airport Airfield Electric Vault Rehabilitation
(ACKNOWLEDGMENT OF'CONTRACTOR, IF OTHER THAN A CORPORATION)
STATE OF
SS:
COUNTY OF
On the day of in the-year 20_,before me,the undersigned, a Notary Public
in and for said State,personally appeared ,personally known to
me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is(are)
subscribed to the within instrument and acknowledged to me that he/she/they executed the same in
his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument,the individual(s), or the
person upon behalf of which the individual(s)acted, executed the instrument.
Notary Public
(CERTIFICATE OF OWNER'S ATTORNEY)
I,the undersigned, ,the duly
authorized and acting legal representative of the Owner, do hereby certify as follows:
I have examined the foregoing Contract and surety bond and the manner of execution thereof, and
I am of the opinion that each of the aforesaid Agreements has been duly executed by the proper
parties thereto acting through their duly authorized representatives; that said representatives have
full power and authority to execute said Agreements on behalf of the respective parties named
therein; and that the foregoing Agreements constitute valid and legally binding obligations upon
the parties executing the same in accordance with the terms, conditions, and provisions thereof.
'Owner's Attorney
Date
END OF CONTRACT FORM
2015 Contract Form-6 211.018.001
SPECIFICATIONS
GENERAL PROVISIONS
Elizabeth Field Airport Airfield Electrical Vault Rehabilitation
Section 10 Definition of Terms
Whenever the following terms are used in these specifications, in the contract, or in any documents or
other instruments pertaining to construction where these specifications govern, the intent and meaning
shall be interpreted as follows:
10-01 AASHTO. The American Association of State Highway and Transportation Officials,the
successor association to AASHO.
10-02 Access road. The right-of-way,the roadway and all improvements constructed thereon connecting
the airport to a public highway.
10-03 Advertisement. A public announcement, as required by local law, inviting bids for work to be
performed and materials to be furnished.
10-04 Airport Improvement Program(AIP). A grant-in-aid program, administered by the Federal
Aviation Administration(FAA).
10-05 Air operations area (AOA).For the purpose of these specifications,the term air operations area
(AOA) shall mean any area of the airport used or intended to be used for the landing,takeoff, or surface
maneuvering of aircraft. An air operation area shall include such paved or unpaved areas that are used or
intended to be used for the unobstructed movement of aircraft in addition to its associated runway,
taxiway, or apron.
10-06 Airport.Airport means an area of land or water which is used or intended to be used for the
landing and takeoff of aircraft; an appurtenant area used or intended to be used for airport buildings or
other airport facilities or rights of way; and airport buildings and facilities located in any of these areas,
and includes a heliport.
10-07 ASTM International(ASTM).Formerly known as the American Society for Testing and
Materials(ASTM).
10-08 Award. The Owner's notice to the successful bidder of the acceptance of the submitted bid.
10-09 Bidder. Any individual,partnership, firm, or corporation, acting directly or through a duly
authorized representative,who submits a proposal for the work contemplated.
10-10 Building area. An area on the airport to be used, considered, or intended to be used for airport
buildings or other airport facilities or rights-of-way together with all airport buildings and facilities
located thereon.
10-11 Calendar day. Every day shown on the calendar.
10-12 Change order. A written order to the Contractor covering changes in the plans, specifications, or
proposal quantities and establishing the basis of payment and contract time adjustment, if any, for the
work affected by such changes. The work, covered by a change order,must be within the scope of the
contract.
10-13 Contract. The written agreement covering the work to be performed. The awarded contract shall
include,but is not limited to: Advertisement, Contract Form, Proposal,Performance Bond, Payment
Bond, any required insurance certificates, Specifications, Plans, and any addenda issued to bidders.
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Elizabeth Field Airport Airfield Electrical Vault Rehabilitation
10-14 Contract item(pay item). A specific unit of work for which a price is provided in the contract.
10-15 Contract time. The number of calendar days or working days, stated in the proposal, allowed for
completion of the contract, including authorized time extensions. If a calendar date of completion is stated
in the proposal,in lieu of a number of calendar or working days,the contract shall be completed by that
date.
10-16 Contractor. The individual,partnership, firm, or corporation primarily liable for the acceptable
performance of the work contracted and for the payment of all legal debts pertaining to the work who acts
directly or through lawful agents or employees to complete the contract work.
10-17 Contractor's laboratory. The Contractor's quality control organization in accordance with the
Contractor Quality Control Program.
10-18 Construction Safety and Phasing Plan (CSPP). The overall plan for safety and phasing of a
construction project developed by the airport operator, or developed by the airport operator's consultant
and approved by the airport operator. It is included in the invitation for bids and becomes part of the
project specifications.
10-19 Drainage system. The system of pipes, ditches, and structures by which surface or subsurface
waters are collected and conducted from the airport area.
10-20 Engineer. The individual,partnership, firm,or corporation duly authorized by the Owner to be
responsible for engineering observation of the contract work and acting directly or through an authorized
representative.
10-21 Equipment.All machinery,together with the necessary supplies for upkeep and maintenance, and
also all tools and apparatus necessary for the proper construction and acceptable completion of the work.
10-22 Extra work.An item of work not provided for in the awarded contract as previously modified by
change order or supplemental agreement,but which is found by the Engineer to be necessary to complete
the work within the intended scope of the contract as previously modified.
10-23 FAA. The Federal Aviation Administration of the U.S.Department of Transportation. When used
to designate a person,FAA shall mean the Administrator or his or her duly authorized representative.
10-24 Federal specifications. The Federal Specifications and Standards, Commercial Item Descriptions,
and supplements, amendments, and indices thereto are prepared and issued by the General Services
Administration of the Federal Government.
10-25 Force account. Force account work is planning,engineering, or construction work done by the
Sponsor's employees.
10-26 Inspector. An authorized representative of the Engineer assigned to make all necessary
observations and/or observation of tests of the work performed or being performed, or of the materials
furnished or being furnished by the Contractor.
10-27 Intention of terms. Whenever, in these specifications or on the plans,the words"directed,"
"required," "permitted,""ordered,""designated," "prescribed,"or words of like import are used, it shall
be understood that the direction,requirement,permission, order, designation, or prescription of the
Engineer is intended; and similarly,the words"approved," "acceptable,""satisfactory," or words of like
2015 GP 10-2
Elizabeth Field Airport Airfield Electrical Vault Rehabilitation
import, shall mean approved by, or acceptable to, or satisfactory to the Engineer, subject in each case to
the final determination of the Owner.
Any reference to a specific requirement of a numbered paragraph of the contract specifications or a cited
standard shall be interpreted to include all general requirements of the entire section, specification item,
or cited standard that may be pertinent to such specific reference.
10-28 Laboratory. The official testing laboratories of the Owner or such other laboratories as may be
designated by the Engineer. Also referred to as"Engineer's Laboratory"or"quality assurance
laboratory."
10-29 Lighting. A system of fixtures providing or controlling the light sources used on or near the airport
or within the airport buildings.The field lighting includes all luminous signals,markers, floodlights, and
illuminating devices used on or near the airport or to aid in the operation of aircraft landing at,taking off
from, or taxiing on the airport surface.
10-30 Major and minor contract items. A major contract item shall be any item that is listed in the
proposal,the total cost of which is equal to or greater than 20%of the total amount of the award contract.
All other items shall be considered minor contract items.
10-31 Materials. Any substance specified for use in the construction of the contract work.
10-32 Notice to Proceed (NTP). A written notice to the Contractor to begin the actual contract work on a
previously agreed to date. If applicable,the Notice to Proceed shall state the date on which the contract
time begins.
10-33 Owner. The term"Owner" shall mean the party of the first part or the contracting agency signatory
to the contract. Where the term"Owner"is capitalized in this document, it shall mean airport Sponsor
only.
10-34 Passenger Facility Charge(PFC). Per 14 CFR Part 158 and 49 USC § 40117, a PFC is a charge
imposed by a public agency on passengers enplaned at a commercial service airport it controls."
10-35 Pavement. The combined surface course, base course, and subbase course, if any, considered as a
single unit.
10-36 Payment bond.The approved form of security furnished by the Contractor and his or her surety as
a guaranty that the Contractor will pay in full all bills and accounts for materials and labor used in the
construction of the work.
10-37 Performance bond. The approved form of security furnished by the Contractor and his or her
surety as a guaranty that the Contractor will complete the work in accordance with the terms of the
contract.
10-38 Plans. The official drawings or exact reproductions which show the location, character, dimensions
and details of the airport and the work to be done and which are to be considered as a part of the contract,
supplementary to the specifications.
10-39 Project. The agreed scope of work for accomplishing specific airport-development with respect to
a particular airport.
2015 GP 10-3
Elizabeth Field Airport Airfield Electrical Vault Rehabilitation
10-40 Proposal. The written offer of the bidder(when submitted on the approved proposal form)to
perform the contemplated work and furnish the necessary materials in accordance with the provisions of
the plans and specifications.
10-41 Proposal guaranty.The security furnished with a proposal to guarantee that the bidder will enter
into a contract if his or her proposal is accepted by the Owner.
10-42 Runway. The area on the airport prepared for the landing and takeoff of aircraft.
10-43 Specifications.A part of the contract containing the written directions and requirements for
completing the contract work. Standards for specifying materials or testing which are cited in the contract
specifications by reference shall have the same force and effect as if included in the contract physically.
10-44 Sponsor. A Sponsor is defined in 49 USC § 47102(24) as a public agency that submits to the FAA
for an AIP grant; or a private Owner of a public-use airport that submits to the FAA an application for an
AIP grant for the airport.
10-45 Structures. Airport facilities such as bridges; culverts; catch basins, inlets,retaining walls,
cribbing; storm and sanitary sewer lines;water lines;underdrains; electrical ducts,manholes, hand holes,
lighting fixtures and bases;transformers;flexible and rigid pavements;navigational aids;buildings;
vaults; and, other manmade features of the airport that may be encountered in the work and not otherwise
classified herein.
10-46 Subgrade. The soil that forms the pavement foundation.
10-47 Superintendent.The Contractor's executive representative who is present on the work during
progress, authorized to receive and fulfill instructions from the Engineer, and who shall supervise and
direct the construction.
10-48 Supplemental agreement.A written agreement between the Contractor and the Owner covering
(1)work that would increase or decrease the total amount of the awarded contract, or any major contract
item,by more than 25%, such increased or decreased work being within the scope of the originally
awarded contract; or(2)work that is not within the scope of the originally awarded contract.
10-49 Surety. The corporation,partnership, or individual, other than the Contractor, executing payment
or performance bonds that are furnished to the Owner by the Contractor.
10-50 Taxiway. For the purpose of this document,the term taxiway means the portion of the air
operations area of an airport that has been designated by competent airport authority for movement of
aircraft to and from the airport's runways, aircraft parking areas, and terminal areas.
10-51 Work. The furnishing of all labor,materials,tools, equipment, and incidentals necessary or
convenient to the Contractor's performance of all duties and obligations imposed by the contract,plans,
and specifications.
10-52 Working day. A working day shall be any day other than a legal holiday, Saturday, or Sunday on
which the normal working forces of the Contractor may proceed with regular work for at least six(6)
hours toward completion of the contract. When work is suspended for causes beyond the Contractor's
control, it will not be counted as a working day. Saturdays, Sundays and holidays on which the
Contractor's forces engage in regular work will be considered as working days.
END OF SECTION 10
2015 GP 10-4
Elizabeth Field Airport Airfield Electrical Vault Rehabilitation
Section 20 Proposal Requirements and Conditions
20-01 Advertisement(Notice to Bidders). See the Advertisement located in the front of these Contract
Documents.
20-02 Qualification of bidders. Each bidder shall furnish the Owner satisfactory evidence of his or her
competency to perform the proposed work. Such evidence of competency,unless otherwise specified,
shall consist of:
a. statements covering the bidder's past experience on similar work,
b. a list of equipment that would be available for the work, and
c. a list of key personnel that would be available.
d. In addition,each bidder shall furnish the Owner satisfactory evidence of his or her financial
responsibility. Such evidence of financial responsibility,unless otherwise specified, shall consist
of a confidential statement or report of the bidder's financial resources and liabilities as of the last
calendar year or the bidder's last fiscal year. Such statements or reports shall be certified by a
public accountant. At the time of submitting such financial statements or reports,the bidder shall
further certify whether his or her financial responsibility is approximately the same as stated or
reported by the public accountant.If the bidder's financial responsibility has changed,the bidder
shall qualify the public accountant's statement or report to reflect the bidder's true financial
condition at the time such qualified statement or report is submitted to the Owner.
Unless otherwise specified, a bidder may submit evidence that he or she is prequalified with the State
Highway Division and is on the current"bidder's list"of the state in which the proposed work is located.
Such evidence of State Highway Division prequalification may be submitted as evidence of financial
responsibility in lieu of the certified statements or reports specified above.
Each bidder shall submit"evidence of competency"and"evidence of financial responsibility"to the
Owner at the time of bid opening.
20-03 Contents of proposal forms. The Owner shall furnish bidders with proposal forms. All papers
bound with or attached to the proposal forms are necessary parts and must not be detached.
The plans,specifications, and other documents designated in the proposal form shall be considered a part
of the proposal whether attached or not.
20-04 Issuance of proposal forms. The Owner reserves the right to refuse to issue a proposal form to a
prospective bidder should such bidder be in default for any of the following reasons:
a. Failure to comply with any prequalification regulations of the Owner, if such regulations are
cited, or otherwise included,in the proposal as a requirement for bidding.
b. Failure to pay, or satisfactorily settle, all bills due for labor and materials on former contracts in
force with the Owner at the time the Owner issues the proposal to a prospective bidder.
c. Documented record of Contractor default under previous contracts with the Owner.
d. Documented record of unsatisfactory work on previous contracts with the Owner.
20-05 Interpretation of estimated proposal quantities. An estimate of quantities of work to be done
and materials to be furnished under these specifications is given in the proposal. It is the result of careful
calculations and is believed to be correct.'It is given only as a basis for comparison of proposals and the
2015 GP 20-1
Elizabeth Field Airport Airfield Electrical Vault Rehabilitation
award of the contract. The Owner does not expressly, or by implication, agree that the actual quantities
involved will correspond exactly therewith;nor shall the bidder plead misunderstanding or deception
because of such estimates of quantities, or of the character, location, or other conditions pertaining to the
work. Payment to the Contractor will be made only for the actual quantities of work performed or
materials furnished in accordance with the plans and specifications. It is understood that the quantities
may be increased or decreased as hereinafter provided in the subsection 40-02 titled ALTERATION OF
WORK AND QUANTITIES of Section 40 without in any way invalidating the unit bid prices.
20-06 Examination of plans,specifications,and site. The bidder is expected to carefully examine the
site of the proposed work,the proposal,plans, specifications, and contract forms. Bidders shall satisfy
themselves as to the character, quality, and quantities of work to be performed, materials to be furnished,
and as to the requirements of the proposed contract.The submission of a proposal shall be prima facie
evidence that the bidder has made such examination and is satisfied as to the conditions to be encountered
in performing the work and as to the requirements of the proposed contract,plans, and specifications.
Boring logs and other records of subsurface investigations and tests are available for inspection of
bidders. It is understood and agreed that such subsurface information,whether included in the plans,
specifications, or otherwise made available to the bidder,was obtained and is intended for the Owner's
design and estimating purposes only. Such information has been made available for the convenience of all
bidders. It is further understood and agreed that each bidder is solely responsible for all assumptions,
deductions, or conclusions which the bidder may make or obtain from his or her examination of the
boring logs and other records of subsurface investigations and tests that are furnished by the Owner.
20-07 Preparation of proposal. The bidder shall submit his or her proposal on the forms furnished by
the Owner.All blank spaces in the proposal forms must be correctly filled in where indicated for each and
every item for which a quantity is given. The bidder shall state the price(written in ink or typed)both in
words and numerals for which they propose to do for each pay item furnished in the proposal. In case of
conflict between words and numerals,the words,unless obviously incorrect, shall govern.
The bidder shall sign the proposal correctly and in ink.If the proposal is made by an individual,his or her
name and post office address must be shown.If made by a partnership,the name and post office address
of each member of the partnership must be shown. If made by a corporation,the person signing the
proposal shall give the naive of the state under the laws of which the corporation was chartered and the
name,titles, and business address of the president, secretary, and the treasurer. Anyone signing a proposal
as an agent shall file evidence of his or her authority to do so and that the signature is binding upon the
firm or corporation.
20-08 Responsive and responsible bidder. A responsive bid conforms to all significant terms and
conditions contained in the Sponsor's invitation for bid. It is the Sponsor's responsibility to decide if the
exceptions taken by a bidder to the solicitation are material or not and the extent of deviation it is willing
to accept.
A responsible bidder has the ability to perform successfully under the terms and conditions of a proposed
procurement, as defined in 49 CFR§ 18.36(b)(8). This includes such matters as Contractor integrity,
compliance with public policy,record of past performance, and financial and technical resources.
20-09 Irregular proposals. Proposals shall be considered irregular for the following reasons:
a. If the proposal is on a form other than that furnished by the Owner, or if the Owner's form is
altered, or if any part of the proposal form is detached.
2015 GP 20-2
Elizabeth Field Airport Airfield Electrical Vault Rehabilitation
b. If there are unauthorized additions, conditional or alternate pay items, or irregularities of any kind
that make the proposal incomplete, indefinite, or otherwise ambiguous.
c. If the proposal does not contain a unit price for each pay item listed in the proposal, except in the
case of authorized alternate pay items, for which the bidder is not required to fumish a unit price.
d. If the proposal contains unit prices that are obviously unbalanced.
e. If the proposal is not accompanied by the proposal guaranty specified by the Owner.
The Owner reserves the right to reject any irregular proposal and the right to waive technicalities if such
waiver is in the best interest of the Owner and conforms to local laws and ordinances pertaining to the
letting of construction contracts.
20-10 Bid guarantee. Each separate proposal shall be accompanied by a certified check, or other
specified acceptable collateral,in the amount specified in the proposal form. Such check, or collateral,
shall be made payable to the Owner.
20-11 Delivery of proposal. Each proposal submitted shall be placed in a sealed envelope plainly marked
with the project number, location of airport, and name and business address of the bidder on the outside.
When sent by mail,preferably registered,the sealed proposal,marked as indicated above, should be
enclosed in an additional envelope.No proposal will be considered unless received at the place specified
in the advertisement or as modified by Addendum before the time specified for opening all bids.
Proposals received after the bid opening time shall be returned to the bidder unopened.
20-12 Withdrawal or revision of proposals.A bidder may withdraw or revise(by withdrawal of one
proposal and submission of another) a proposal provided that the bidder's request for withdrawal is
received by the Owner in writing or by fax or email before the time specified for opening bids.Revised
proposals must be received at the place specified in the advertisement before the time specified for
opening all bids.
20-13 Public opening of proposals. Proposals shall be opened, and read,publicly at the time and place
specified in the advertisement. Bidders,their authorized agents, and other interested persons are invited to
attend.Proposals that have been withdrawn(by written or telegraphic request)or received after the time
specified for opening bids shall be returned to the bidder unopened.
20-14 Disqualification of bidders. A bidder shall be considered disqualified for any of the following
reasons:
a. Submitting more than one proposal from the same partnership,finn, or corporation under the
same or different name.
b. Evidence of collusion among bidders.Bidders participating in such collusion shall be disqualified
as bidders for any future work of the Owner until any such participating bidder has been
reinstated by the Owner as a qualified bidder.
c. If the bidder is considered to be in"default"for any reason specified in the subsection 20-04
titled ISSUANCE OF PROPOSAL FORMS of this section.
END OF SECTION 20
2015 GP 20-3
Elizabeth Field Airport Airfield Electrical Vault Rehabilitation
Section 30 Award and Execution of Contract
30-01 Consideration of proposals. After the proposals are publicly opened and read,they will be
compared on the basis of the summation of the products obtained by multiplying the estimated quantities
shown in the proposal by the unit bid prices.If a bidder's proposal contains a discrepancy between unit
bid prices written in words and unit bid prices written in numbers,the unit price written in•words shall
govern.
Until the award of a contract is made,•the Owner reserves the right to reject a bidder's proposal for any of
the following reasons: .
a. If the proposal is irregular as specified in the subsection 20-09 titled IRREGULAR PROPOSALS
of Section 20.
b. If the bidder is disqualified for any of the reasons specified in the subsection 20-14 titled
DISQUALIFICATION OF BIDDERS of Section 20.
In addition,until the award of a contract is made,the Owner reserves the right to reject any or all
proposals,waive technicalities,if such waiver is in the best interest of the Owner and is in conformance
with applicable state and local laws or regulations pertaining to.the letting of construction contracts;
advertise for new proposals; or proceed with the work otherwise.All such actions shall promote the
Owner's best interests.
30-02 Award of contract.The award of a contract,if it is to be awarded, shall be made within 45
calendar days of the date specified for publicly opening proposals,unless otherwise specified herein.
Award of the contract shall be made by the Owner to the lowest, qualified bidder whose proposal
conforms to the cited requirements of the Owner.
30-03 Cancellation of award.The Owner reserves the right to cancel the award without liability to the
bidder, except return of proposal guaranty, at any time before a contract has been fully executed by all
-parties and is approved by the Owner in accordance with the subsection 30-07 titled APPROVAL OF
CONTRACT of this section.
30-04 Return of proposal guaranty.All proposal guaranties, except those of the two lowest bidders,
will be returned immediately after the Owner has made a comparison of bids as specified in the
subsection 30-01 titled CONSIDERATION OF PROPOSALS of this'section.Proposal guaranties of the
two lowest bidders will be retained by the Owner until such time as an award is made, at which time,the
unsuccessful bidder's proposal guaranty will be returned.The successful bidder's proposal guaranty will
be returned as soon as the Owner receives the contract bonds as specified in the subsection 30-05 titled
REQUIREMENTS OF CONTRACT BONDS'of this section.
30-05 Requirements of contract bonds.At the time of the execution of the contract,the successful
bidder shall furnish the Owner a surety bond or bonds that have been fully executed by the bidder and the
surety guaranteeing the performance of the work and the payment of all legal debts that may be incurred
by reason of the Contractor's performance of the work. The surety and the form of the bond or bonds
shall be acceptable to the Owner.Unless otherwise specified in this subsection,the surety bond or bonds
shall be in a sum equal to the full amount of the contract.
30-06 Execution of contract.The successful bidder shall sign(execute)the necessary agreements for
entering into the contract and return the signed contract to the Owner, along with the fully executed surety
2015 GP 30-1
Elizabeth Field Airport Airfield Electrical Vault Rehabilitation
bond or bonds specified in the subsection 30-05 titled REQUIREMENTS OF CONTRACT BONDS of
this section,within 15 calendar days from the date mailed or otherwise delivered to the successful bidder.
30-07 Approval of contract.Upon receipt of the contract and contract bond or bonds that have been,
executed by the successful bidder,the Owner shall complete the execution of the contract in accordance
with local laws or ordinances, and return the fully executed contract to the Contractor. Delivery of the
fully executed contract to the Contractor shall constitute the Owner's approval to be bound by the
successful bidder's proposal and the terms of the contract.
30-08 Failure to execute contract. Failure of the successful bidder to execute the contract and furnish an
acceptable surety bond or bonds within the 15 calendar day period specified in the subsection 30-06 titled
EXECUTION OF CONTRACT of this section shall be just cause for cancellation of the award and
forfeiture of the proposal guaranty,not as a penalty,but as liquidation of damages to the Owner.
END OF SECTION 30
I �
2015 GP 30-2
Elizabeth Field Airport Airfield Electrical Vault Rehabilitation
Section 40 Scope of Work
40-01 Intent of contract.The intent of the contract is to provide for construction and completion,in
every detail, of the work described.It is further intended that the Contractor shall furnish all labor,
materials, equipment,tools,transportation, and supplies required to complete.the work in accordance with
the plans, specifications, and terms of the contract.
40-02 Alteration of work and quantities. The Owner reserves and shall have the right to make such
alterations in the work as may be necessary or desirable to complete the work originally intended in an
acceptable manner.Unless otherwise specified herein,the Engineer shall be and is hereby authorized to
make such alterations in the work as may increase or decrease the originally awarded contract quantities,
provided that the aggregate of such alterations does not change the total contract cost or the total cost of
any major contract item by more than 25%-(total cost being based on the unit prices and estimated
quantities in the awarded contract).Alterations,that do not exceed the 25%limitation shall not invalidate
the contract nor release the surety, and the Contractor agrees to accept payment for such alterations as if
the altered work had been a part of the original contract. These alterations that are for work within the
general scope of the contract shall be covered by"Change Orders".issued"by the Engineer. Change orders
for altered work shall include extensions of contract time where, in the Engineer's opinion, such
extensions are commensurate'with the amount and difficulty of added work.
Should the aggregate amount of altered work exceed the 25%limitation hereinbefore specified, such
excess altered work shall be covered by supplemental agreement.If the Owner and the-Contractor are
unable to agree on a unit adjustment for any contract item that requires a supplemental agreement,the
Owner reserves the right to terminate the contract with respect to the item,and make other arrangements
for its completion.
Supplemental agreements shall be approved by the FAA and shall include all applicable Federal contract
provisions for procurement and contracting required under AIP. Supplemental agreements shall also
require consent of the Contractor's-surety and separate performance and payment bonds.
40-03 Omitted items.The Engineer may, in the Owner's best interest, omit from the work any contract
item,except major contract items. Major contract items may be omitted by a supplemental agreement.
Such omission of contract items shall not invalidate any other contract provision or requirement.
Should a contract item be omitted or otherwise ordered to be non-performed,the Contractor shall be paid
for all work performed toward completion of such item prior to the date of the order to omit such item.
Payment for work performed shall,be in accordance with the subsection 90-04 titled PAYMENT FOR
OMITTED ITEMS of Section 90.
,40-04 Extra work. Should acceptable completion of the contract require the Contractor to perform an
item of work for which no basis of payment has been provided in the original contract or previously
issued change orders or supplemental,agreements,the same shall be called"Extra Work."Extra Work
that is within the general scope of the contract shall be covered by written change order. Change orders
for such Extra Work shall contain agreed unit prices for`performing the change order work in accordance
with the requirements specified in the order, and shall contain any adjustment to the contract time that,in
the Engineer's opinion,is-necessary for completion of such Extra Work.
When determined by the Engineer to,be in the Owner's best interest,,the Engineer may order the
Contractor to proceed with Extra Work as provided in the subsection 90-05 titled PAYMENT FOR
EXTRA WORK of Section 90. Extra Work that is necessary for acceptable completion of the project,but
is not within the general scope of the work covered by the original contract shall be covered by a
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Supplemental Agreement as defined in the subsection 10-48 titled SUPPLEMENTAL AGREEMENT of
Section 10.
Any claim for payment of Extra Work that is not covered by written agreement(change order or
supplemental agreement) shall be rejected by the Owner.
40-05 Maintenance of traffic. It is the explicit intention of the contract that the safety of aircraft,as well
as the Contractor's equipment and personnel,is the most important consideration.
a. It is understood and agreed that the Contractor shall provide for the free and unobstructed
movement of aircraft in the air operations areas(AOAs) of the airport with respect to his or her own
operations and the operations of all subcontractors as specified in the subsection 80-04 titled
LIMITATION OF OPERATIONS of Section 80.It is further understood and agreed that the Contractor
shall provide for the uninterrupted operation of visual and electronic signals(including power supplies
thereto)used in the guidance of aircraft while operating to,from, and upon the airport as specified in the
subsection 70-15 titled CONTRACTOR'S RESPONSIBILITY FOR UTILITY SERVICE AND
FACILITIES OF OTHERS in Section 70.
b.With respect to his or her own operations and the operations of all subcontractors,the Contractor
shall provide marking, lighting, and other acceptable means of identifying personnel, equipment,vehicles,
storage areas,and any work area or condition that may be hazardous to the operation of aircraft, fire-
rescue equipment, or maintenance vehicles at the airport.
c. When the contract requires the maintenance of vehicular traffic on an existing road, street, or
highway during the Contractor's performance of work that is otherwise provided for in the contract, .
plans, and specifications,the Contractor shall keep such road, street, or highway open to all traffic and
shall provide such maintenance as may be required to accommodate traffic. The Contractor shall be
responsible for the repair of any damage caused by the Contractor's equipment and personnel. The
Contractor shall furnish, erect, and maintain barricades,warning signs, flag person, and other traffic
control devices in reasonable conformity with the Manual on Uniform Traffic Control Devices(MUTCD)
(http://muted.fhwa.dot.gov/),unless otherwise specified. The Contractor shall also construct and maintain
in a safe condition any temporary connections necessary for ingress to and egress from abutting property
or intersecting roads, streets or highways. Unless otherwise specified herein,the Contractor will not be
required to furnish snow removal for such existing road, street, or highway.
40-06 Removal of existing structures.All existing structures encountered within the established lines,
grades, or grading sections shall be removed by the Contractor,unless such existing structures are
otherwise specified to be relocated, adjusted up or down, salvaged, abandoned in place,reused in the
work or to remain in place.The cost of removing such existing structures shall not be measured or paid
for directly,but shall be included in the various contract items.
Should the Contractor encounter an existing structure(above or below ground)in the work for which the
disposition is not indicated on the plans,the Engineer shall be notified prior to disturbing such structure.
The disposition of existing structures so encountered shall be immediately determined by the Engineer'in
accordance with the provisions of the contract.
Except as provided in the subsection 40-07 titled RIGHTS IN AND USE OF MATERIALS FOUND IN
THE WORK of this section, it is intended that all existing materials or structures that may be encountered
(within the lines, grades, or grading sections established for completion of the work) shall be used in the
work as otherwise provided for in the contract and shall remain the property of the Owner when so used
in the work.
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40-07 Rights in and use of materials found in the work. Should the Contractor encounter any material
such as(but not restricted to) sand, stone,gravel, slag, or concrete slabs within the established lines,
grades, or grading sections,the use of which is intended by the terms of the contract to be either
embankment or waste,the Contractor may at his or'her option either:
a. Use such material in another contract item,providing such use is approved by the Engineer and is
i in conformance with the contract specifications applicable to such use; or,
I b. Remove such material from the site,upon written approval of the Engineer; or
c. Use such material for the Contractor's own temporary construction on site; or,
d. Use such material as intended by the terms of the contract.
Should the Contractor wish to exercise option a.,b.,or c.,the Contractor shall request the Engineer's
approval in advance of such use.
Should the Engineer approve the Contractor's request to exercise option a.,b., or c.,the Contractor shall
be paid for the excavation or removal of such material at the applicable contract price.The Contractor
shall replace,at his or her own expense, such removed or excavated material with an agreed equal volume
of material that is acceptable for use in constructing embankment,backfills, or otherwise to the extent that
such replacement material is needed to complete the contract work. The Contractor shall not be charged
for use of such material used in the work or removed from the site.
Should the Engineer approve the Contractor's exercise of option a.,the Contractor shall be paid, at the
applicable contract price,for furnishing and installing such material in accordance with requirements of
the contract item in which the material is used.
It is understood and agreed"that the Contractor shall make no claim for delays by reason of his or her
exercise of option a.,b., or c.
The Contractor shall not excavate,remove, or otherwise disturb any material, structure, or part of a
structure which is located outside the lines, grades, or grading sections established for the work, except
where such excavation or removal is provided for in the contract,plans, or specifications.
40-08 Final cleanup. Upon completion of the work and before-acceptance and final payment will be
made,the Contractor shall remove from the site all machinery, equipment, surplus and discarded
materials,rubbish,temporary structures, and stumps or portions of trees.The Contractor shall cut all
brush and woods within the limits indicated and shall leave the site in a neat and presentable condition.
Material cleared from the site and deposited on adjacent property will not be considered as having been
disposed of satisfactorily,unless the Contractor has obtained the written permission of such property
Owner.
END OF SECTION 40
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Section 50 Control of Work
50-01 Authority of the Engineer. The Engineer shall decide any and all questions which may arise as to
the quality and acceptability of materials furnished,work performed, and as to the manner of performance
and rate of progress of the work. The Engineer shall decide all questions that may arise as to the
interpretation of the specifications or plans relating to the work. The Engineer shall determine the amount
and quality of the several kinds of work performed and materials furnished which are to be paid for the
under contract.
The Engineer does not have the authority to accept pavements that do not conform to FAA specification
requirements.
50-02 Conformity with plans and specifications. All work and all materials furnished shall be in
reasonably close conformity with the lines,grades, grading sections, cross-sections, dimensions,material
requirements,and testing requirements that are specified(including specified tolerances)in the contract,
plans or specifications.
If the Engineer finds the materials furnished,work performed, or the finished product not within
reasonably close conformity with the plans and specifications but that the portion of the work affected
will, in his or her opinion,result in a finished product having a level of safety, economy, durability, and
workmanship acceptable to the Owner,the Engineer will advise the Owner of his or her determination
that the affected work be accepted and remain in place.In this event,the Engineer will document the
determination and recommend to the Owner a basis of acceptance that will provide for an adjustment in
the contract price for the affected portion of the work. The Engineer's determination and recommended
contract price adjustments will be based on sound engineering judgment and such tests or retests of the
affected work as are, in the Engineer's opinion,needed. Changes in the contract price shall be covered by
contract change order or supplemental agreement as applicable.
If the Engineer finds the materials furnished,work performed, or the finished product are not in
reasonably close conformity with the plans and specifications and have resulted in an unacceptable
finished product,the affected work or materials shall be removed and replaced or otherwise corrected by
and at the expense of the Contractor in accordance with the Engineer's written orders.
For the purpose of this subsection,the term"reasonably close conformity"shall not be construed as
waiving the Contractor's responsibility to complete the work in accordance with the contract,plans, and
specifications. The term shall not be construed as waiving the Engineer's responsibility to insist on strict
compliance with the requirements of the contract,plans, and specifications during the Contractor's
execution of the work,when, in the Engineer's opinion, such compliance is essential to provide an
acceptable finished portion of the work.
For the purpose of this subsection,the term"reasonably close conformity"is also intended to provide the
Engineer with the authority, after consultation with the FAA,to use sound engineering judgment in his or
her determinations as to acceptance of work that is not in strict conformity,but will provide a finished
product equal to or better than that intended by the requirements of the contract,plans and specifications.
The Engineer will not be responsible for the Contractor's means,methods,techniques, sequences, or
procedures of construction or the safety precautions incident thereto.
50-03 Coordination of contract,plans,and specifications. The contract,plans, specifications, and all
referenced standards cited are essential parts of the contract requirements. A requirement occurring in one
is as binding as though occurring in all.They are intended to be complementary and to describe and
provide for a complete work. In case of discrepancy, calculated dimensions will govern over scaled
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Elizabeth Field Airport Airfield Electrical Vault Rehabilitation
dimensions; contract technical specifications shall govern over contract general provisions,plans, cited
standards for materials or testing, and cited advisory circulars(ACs); contract general provisions shall
govern over plans, cited standards for materials or testing, and cited ACs;plans shall govern over cited
standards for materials or testing and cited ACs. If any paragraphs contained in the Special Provisions
conflict with General Provisions or Technical Specifications,the Special Provisions shall govern.
From time to time, discrepancies within cited testing standards occur due to the timing of the change,
edits, and/or replacement of the standards. If the Contractor discovers any apparent discrepancy within
standard test methods,the Contractor shall immediately ask the Engineer for an interpretation and
decision, and such decision shall be final.
LIST OF SPECIAL PROVISIONS
Section 200 Special Provisions to the General Provisions-
50-04 Cooperation of Contractor. The Contractor will be supplied with five copies each of the plans
and specifications.The Contractor shall have available on the work at all times one copy each of the plans
and specifications.Additional copies of plans and specifications may be obtained by the Contractor for
the cost of reproduction.
The Contractor shall give constant attention to the work to facilitate the progress thereof, and shall
cooperate with the Engineer and his or her inspectors and with other contractors in every way possible.
The Contractor shall have a competent superintendent on the work at all times who is fully authorized as
his or her agent on the work. The superintendent shall be capable of reading and thoroughly
understanding the plans and specifications and shall receive and fulfill instructions from the Engineer or
his or her authorized representative.
50-05 Cooperation between contractors.The Owner reserves the right to contract for and perform other
or additional work on or near the work covered by this contract.
When separate contracts are let within the limits of any one project, each Contractor shall conduct the
work so as not to interfere with or hinder the progress of completion of the work being performed by
other Contractors. Contractors working on the same project shall cooperate with each other as directed.
Each Contractor involved shall assume all liability, financial or otherwise, in connection with his or her
contract and shall protect and save harmless the Owner from any and all damages or claims that may arise
because of inconvenience, delays, or loss experienced because of the presence and operations of other
Contractors working within the limits of the same project.
The Contractor shall arrange his or her work and shall place and dispose of the materials being used so as
not to interfere with the operations of the other Contractors within the limits of the same project. The
Contractor shall join his or her work with that of the others in an acceptable manner and shall perform it
in proper sequence to that of the others.
50-06 Construction layout and stakes. The Engineer shall establish horizontal and vertical control only.
The Contractor must establish all layout required for the construction of the work. Such stakes and
markings as the Engineer may set for either their own or the Contractor's guidance shall be preserved by
the Contractor. In case of negligence on the part of the Contractor, or their employees,resulting in the
destruction of such stakes or markings, an amount equal to the cost of replacing the same may be
deducted from subsequent estimates due the Contractor at the discretion of the Engineer.
The Contractor will be required to furnish all lines, grades and measurements from the control points
necessary for the proper execution and control of the work contracted for under these specifications.
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The Contractor must give copies of survey notes to the Engineer for each area of construction and for
each placement of material as specified to allow the Engineer to make periodic checks for conformance
with plan grades, alignments and grade tolerances required by the applicable material specifications. All
surveys must be provided to the Engineer prior to commencing work items that will cover or disturb the
survey staking as set by the Contractor's surveyor. Survey(s) and notes shall be provided in the following
format(s): five(5)full size copies of signed and sealed surveys, five(5) copies of the notes as well as pdf
copies of both.In the case of error, on the part of the Contractor,their surveyor,employees or
subcontractors,resulting in established grades, alignment or grade tolerances that do not concur with
those specified or shown on the plans,the Contractor is solely responsible for correction,removal,
replacement and all associated costs at no additional cost to the Owner.
Controls and stakes disturbed or suspect of having been disturbed shall be checked and/or reset as
directed by the Engineer without additional cost to the Owner.
50-07 Automatically controlled equipment. Whenever batching or mixing plant equipment is required
to be operated automatically under the contract and a breakdown or malfunction of the automatic controls
occurs,the equipment may be operated manually or by other methods for a period 48 hours following the
breakdown or malfunction,provided this method of operations will produce results which conform to all
other requirements of the contract.
50-08 Authority and duties of inspectors. Inspectors shall be authorized to inspect all work done and all
material furnished. Such inspection may extend to all or any part of the work and to the preparation,
fabrication, or manufacture of the materials to be used.Inspectors are not authorized to revoke, alter,'or
waive any provision of the contract. Inspectors are not authorized to issue instructions contrary to the
plans and specifications or to act as foreman for the Contractor.
Inspectors are authorized to notify the Contractor or his or her representatives of any failure of the work
or materials to conform to the requirements of the contract,plans, or specifications and to reject such
nonconforming materials in question until such issues can be referred to the Engineer for a decision.
50-09 Inspection of the work.All materials and each part or detail of the work shall be subject to
inspection.The Engineer shall be allowed access to all parts of the work and shall be furnished with such
information and assistance by the Contractor as is required to make a complete and detailed inspection.
If the Engineer requests it,the Contractor, at any time before acceptance of the work, shall remove or
uncover such portions of the finished work as may be directed.After examination, the Contractor shall
restore said portions of the work to the standard required by the specifications. Should the work thus
exposed or examined prove acceptable,the uncovering, or removing, and the replacing of the covering or
making good of the parts removed will be paid for as extra work;but should the work so exposed or
examined prove unacceptable,the uncovering, or removing, and the replacing of the covering or making
good of the parts removed will be at the Contractor's expense.
Any work done or materials used without supervision or inspection by an authorized representative of the
Owner may be ordered removed and replaced at the Contractor's expense unless the Owner's
representative failed to inspect after having been given reasonable notice in writing that the work was to
be performed.
Should the contract work include relocation, adjustment, or any other modification to existing facilities,
not the property of the(contract) Owner, authorized representatives of the Owners of such facilities shall
have the right to inspect such work. Such inspection shall in no sense make any facility owner a party to
the contract,and shall in no way interfere with the rights of the parties to this contract.
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Elizabeth Field Airport Airfield Electrical Vault Rehabilitation
50-10 Removal of'unacceptable and unauthorized work. All work that does not conform to the
requirements of the contract,plans, and specifications will be considered unacceptable,unless otherwise
determined acceptable by the Engineer as provided in the subsection 50-02 titled CONFORMITY WITH
PLANS AND SPECIFICATIONS of this section.
Unacceptable work,whether the result of poor workmanship,use of defective materials, damage through
carelessness, or any other cause found to exist prior-to the final acceptance of the work, shall be removed
immediately and replaced in an acceptable manner in accordance with the provisions of the subsection
70-14 titled CONTRACTOR'S RESPONSIBILITY FOR WORK of Section 70.
No removal work made under provision of this subsection shall be done without lines and grades having
been established by the Engineer. Work done contrary to the instructions of the Engineer,work done
beyond the lines shown on the plans or as established by the Engineer, except as herein specified, or any
extra work done without authority,will be considered as unauthorized and will not be paid for under the
provisions of the contract.Work so done may be ordered removed or replaced at the Contractor's
expense.
Upon failure on the part of the Contractor to comply with any order of the Engineer made under the
provisions of this subsection,the Engineer will have authority to cause unacceptable work to be remedied
or removed and replaced and unauthorized work to be removed and to deduct the costs incurred by the
Owner from any monies due or to become due the Contractor.
50-11 Load restrictions. The Contractor shall comply with all legal load restrictions in the hauling of
materials on public roads beyond the limits of the work.A special permit will not relieve the Contractor
of liability for damage that may result from the moving of material or equipment.
The operation of equipment of such weight or so loaded as to cause damage to structures or to any other
type of construction will not be permitted.Hauling of materials over the base course or surface course
under construction shall'be limited as directed.No loads will be permitted on a concrete pavement,base,
or structure before the expiration of the curing period.The Contractor shall be responsible for all damage
done by his or her hauling equipment and shall correct such damage at his or her own expense. --
50-12 Maintenance during construction.The Contractor shall maintain the work during construction
and until the work is accepted.Maintenance shall constitute continuous and effective work prosecuted
day by day,with adequate equipment and forces so that the work is maintained in satisfactory condition at
all times.
In the case of a contract for the placing of a course upon a course or subgrade previously constructed,the
Contractor shall maintain the previous course or subgrade during all construction operations.
All costs of maintenance work during construction and before the project is accepted shall be included in
the unit prices bid on the various contract items, and the Contractor will not be paid an additional amount
for such work.
50-13 Failure to maintain the work. Should the Contractor at any time fail to maintain the work as
provided in the subsection 50-12 titled MAINTENANCE DURING CONSTRUCTION of this section,
the Engineer shall immediately notify the,Contractor of such noncompliance. Such notification shall
specify a reasonable time within which the Contractor shall be required to remedy such unsatisfactory
maintenance condition. The time specified will give due consideration to the exigency that exists.
Should the Contractor fail to respond to'the Engineer's notification,the Owner may suspend any work
necessary for the Owner to correct such unsatisfactory maintenance condition, depending on the exigency
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Elizabeth Field Airport Airfield Electrical Vault Rehabilitation
that exists. Any maintenance cost incurred by the Owner, shall be deducted from monies due or to
become due the Contractor.
50-14 Partial acceptance.If at any time during the execution of the project the Contractor substantially
completes a usable unit or portion of the work,the occupancy of which will benefit the Owner,the
Contractor may request the Engineer to make final inspection of that unit. If the Engineer finds upon
inspection that the unit has been satisfactorily completed in compliance with the contract,the Engineer
may accept it as being complete,and the Contractor may be relieved of further responsibility for that unit.
Such partial acceptance and beneficial occupancy by the Owner shall not void or alter any provision of
the contract.
50-15 Final acceptance. Upon due notice from the Contractor of presumptive completion of the entire
project,the Engineer and Owner will make an inspection. If all construction provided for and
contemplated by the contract is found to be complete in accordance with the contract,plans, and
specifications, such inspection shall constitute the final inspection. The Engineer shall notify the
Contractor in writing of final acceptance as of the date of the final inspection.
If, however, the inspection discloses any work, in whole or in part, as being unsatisfactory,the Engineer
will give the Contractor the necessary instructions for correction of same and the Contractor shall
immediately comply with and execute such instructions.Upon correction of the work, another inspection
will be made which shall constitute the final inspection,provided the work has been satisfactorily
completed. In such event,the Engineer will make the final acceptance and notify the Contractor in writing
of this acceptance as of the date of final inspection.
50-16 Claims for adjustment and disputes. If for any reason the Contractor deems that additional
compensation is due for work or materials not clearly provided for in the contract,plans, or specifications
or previously authorized as extra work,the Contractor shall notify the Engineer in writing of his or her
intention to claim such additional compensation before the Contractor begins the work on which the
Contractor bases the claim. If such notification is not given or the Engineer is not afforded proper
opportunity by the Contractor for keeping strict account of actual cost as required,then the Contractor
hereby agrees to waive any claim for such additional compensation. Such notice by the Contractor and the
fact that the Engineer has kept account of the cost of the work shall not in any way be construed as
proving or substantiating the validity of the claim. When the work on which the claim for additional
compensation is based has been completed,the Contractor shall,within 10 calendar days, submit a written
claim to the Engineer who will present it to the Owner for consideration in accordance with local laws or
ordinances.
Nothing in this subsection shall be construed as a waiver of the Contractor's right to dispute final
payment based on differences in measurements or computations.
END OF SECTION 50
2015 GP 50-5
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Section 60 Control of Materials
60-01 Source of supply and quality requirements. The materials used in the work shall conform to the
requirements of the contract,plans,and specifications.Unless otherwise specified, such materials that are
manufactured or processed shall be new(as compared to used or reprocessed).
In order to expedite the inspection and testing of materials,the Contractor shall furnish complete
statements to the Engineer as to the origin, composition, and manufacture of all materials to be used in the
work. Such statements shall be furnished promptly after execution of the contract but,in all cases,prior to
delivery of such materials.
At the Engineer's option,materials may be approved at the source of supply before delivery is stated. If it
is found after trial that sources of supply for previously approved materials do not produce specified
products,the Contractor shall furnish materials from other sources.
The Contractor shall furnish airport lighting equipment that conforms to the requirements of cited
materials specifications. In addition,where an FAA specification for airport lighting equipment is cited in
the plans or specifications,the Contractor shall furnish such equipment that is:
a. Listed in advisory circular(AC) 150/5345-53,Airport Lighting Equipment Certification Program,
and Addendum that is in effect on the date of advertisement; and,
b.Produced by the manufacturer as listed in the Addendum cited above for the certified equipment
part number.
The following airport lighting equipment is required for this contract and is to be furnished by the
Contractor in accordance with the requirements of this subsection:
EQUIPMENT NAME CITED FAA SPECIFICATION
None Required N/A
60-02 Samples,tests,and cited specifications.Unless otherwise designated, all materials used in the
work shall be inspected,tested, and approved by the Engineer before incorporation in the work. Any work
in which untested materials are used without approval or written permission of the Engineer shall be
performed at the Contractor's risk.Materials found to be unacceptable and unauthorized will not be paid
for and, if directed by the Engineer, shall be removed at the Contractor's expense.
Unless otherwise designated, quality assurance tests in accordance with the cited standard methods of
ASTM,American Association of State Highway and Transportation Officials (AASHTO),Federal
Specifications, Commercial Item Descriptions, and all other cited methods,which are current on the date
of advertisement for bids,will be made by and at the expense of the Engineer.
The testing organizations performing on-site quality assurance field tests shall have copies of all
referenced standards on the construction site for use by all technicians and other personnel, including the
Contractor's representative at his or her request.Unless otherwise designated, samples for quality
assurance will be taken by a qualified representative of the Engineer. All materials being used are subject
to inspection,test, or rejection at any time prior to or during incorporation into the work. Copies of all
tests will be furnished to the Contractor's representative at their request after review and approval of the
Engineer.
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The Contractor shall employ a testing organization to perform all Contractor required Quality Control
tests. The Contractor shall submit to the Engineer resumes on all testing organizations and individual
persons who will be performing the tests.The Engineer will determine if such persons are qualified.All
the test data shall be reported to the Engineer after the results are known. A legible,handwritten copy of
all test data shall be given to the Engineer daily, along with printed reports, in an approved format, on a
weekly basis. After completion of the project, and prior to final payment,the Contractor shall submit a
final report to the Engineer showing all test data reports,plus an analysis of all results showing ranges,
averages, and corrective action taken on all failing tests.
60-03 Certification of compliance. The Engineer may permit the use,prior to sampling and testing, of
certain materials or assemblies when accompanied by manufacturer's certificates of compliance stating
that such materials or assemblies fully comply with the requirements of the contract. The certificate shall
be signed by the manufacturer. Each lot of such materials or assemblies delivered to the work must be
accompanied by a certificate of compliance in which the lot is clearly identified.
Materials or assemblies used on the basis of certificates of compliance may be sampled and tested at any
time and if found not to be in conformity with contract requirements will be subject to rejection whether
in place or not.
The form and distribution of certificates of compliance shall be as approved by the Engineer.
When a material or assembly is specified by"brand name or equal" and the Contractor elects to furnish
the specified"brand name,"the Contractor shall be required to furnish the manufacturer's certificate of
compliance for each lot of such material or assembly delivered to the work. Such certificate of
compliance shall clearly identify each lot delivered and shall certify as to:
a. Conformance to the specified performance,testing, quality or dimensional requirements; and,
b. Suitability of the material or assembly for the use intended in the contract work.
Should the Contractor propose to furnish an"or equal"material or assembly,the Contractor shall furnish
the manufacturer's certificates of compliance as hereinbefore described for the specified brand name
material or assembly. However,the Engineer shall be the sole judge as to whether the proposed"or
equal"is suitable for use in the work.
The Engineer reserves the right to refuse permission for use of materials or assemblies on the basis of
certificates of compliance.
60-04 Plant inspection.The Engineer or his or her authorized representative may inspect, at its source,
any specified material or assembly to be used in the work.Manufacturing plants may be inspected from
time to time for the purpose of determining compliance with specified manufacturing methods or
materials to be used in the work and to obtain samples required for acceptance of the material or
assembly.
Should the Engineer conduct plant inspections,the following conditions shall exist:
a. The Engineer shall have the cooperation and assistance of the Contractor and the producer with
whom the Engineer has contracted for materials.
b. The Engineer shall have full entry at all reasonable times to such parts of the plant that concern
the manufacture or production of the materials being furnished.
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c. If required by the Engineer,the Contractor shall arrange for adequate office or working space that
may be reasonably needed for conducting plant inspections. Office or working space should be
conveniently located with respect to the plant.
It is understood and agreed that the Owner shall have the right to retest any material that has been tested
and approved at the source of supply after it has been delivered to the site.The Engineer shall have the
right to reject only material which,when retested,does not meet the requirements of the contract,plans,
or specifications.
60-05 Engineer's field office.Not Required.
60-06 Storage,of materials.Materials shall be so stored as to assure the preservation of their quality and
fitness for the work. Stored materials,even though approved before storage,may again be inspected prior
to their use in the work. Stored materials shall be located to facilitate their prompt inspection.The
Contractor shall coordinate the storage of all materials with the Engineer. Materials to be stored on airport
property shall not create an obstruction to air navigation nor shall they interfere with the free and
unobstructed movement of aircraft.Unless otherwise shown on the plans,the storage of materials and the
location of the Contractor's plant and-parked equipment or vehicles shall be as,directed by the Engineer.
Private property shall not be used for storage purposes without written permission of the Owner or lessee
of such property.The.Contractor shall make all arrangements and bear all expenses for the storage of
materials on private property.Upon request,the Contractor shall furnish the Engineer a copy of the
property Owner's permission.
All storage sites on,private or airport property shall be restored to their original condition by the
Contractor at his or her entire expense, except as otherwise agreed to (in writing)by the Owner or,lessee
of the property.
60-07 Unacceptable materials-Any material or assembly that does,not conform to the requirements of
the contract,plans, or specifications shall be considered unacceptable and shall be rejected.The
Contractor shall remove any rejected material or assembly from the site of the work,unless otherwise
instructed by the Engineer.
Rejected material or assembly,the defects of which have been corrected by the Contractor,shall not be
returned to the site of the work until such time as the Engineer has approved its use in the work.
60-08 Owner furnished materials. The Contractor shall furnish all materials required to complete the
work, except those specified, if any,to be furnished by the Owner. Owner-furnished materials shall be
made available to the Contractor at the location specified.
All costs of handling,transportation from the specified location to the site of work, storage, and installing
Owner-furnished materials-shall be included in the unit price bid for the contract item in,which such
Owner-furnished material is used.,
After any Owner-furnished material has been delivered to the location specified,the Contractor shall be'
responsible for any demurrage, damage, loss, or othef deficiencies that may,occur during the Contractor's
handling,.storage, or use.of such Owner-furnished material. The Owner will deduct from any monies due
or to become due the Contractor any cost incurred by the Owner in making good such loss due to the
Contractor's handling, storage, or use of Owner-furnished materials.
END OF SECTION 60
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Elizabeth Field Airport Airfield Electrical Vault Rehabilitation
Section 70 Legal Regulations and Responsibility to Public
70-01 Laws to be observed. The Contractor shall keep fully informed of all Federal and state laws,all
local laws, ordinances, and regulations and all orders and decrees of bodies or tribunals having any
jurisdiction or authority,which in any manner affect those engaged or employed on the work, or which in
any way affect the conduct of the work. The,Contractor shall at all times observe and comply with all
such laws, ordinances,regulations, orders, and decrees; and shall protect and indemnify the Owner and all
his or her officers, agents, or servants against any claim or liability arising from or based on the violation
of any such law, ordinance,regulation,order, or decree,whether by the Contractor or the Contractor's
employees.
70-02 Permits,licenses,and taxes.The Contractor shall procure all permits and licenses,pay all charges,
fees,and taxes, and give all notices necessary and incidental to the due and lawful execution of the work.
70-03 Patented devices,materials,and processes. If the Contractor is required or desires to use any
design, device,material, or process covered by letters of patent or copyright,the Contractor shall provide
for such use by suitable legal agreement with the Patentee or Owner.The Contractor and the surety shall
indemnify and hold harmless the Owner,any third party, or political subdivision from any and all claims
for infringement by reason of the use of any such patented design, device,material or process, or any
trademark or copyright, and shall indemnify the Owner for any costs, expenses, and damages which it
may be obliged to pay by reason of an infringement, at'any time during the execution or after the
completion of the work.
70-04 Restoration of surfaces disturbed by others.The Owner reserves the right to authorize the
construction,reconstruction, or maintenance of any public or private utility service,FAA or National
Oceanic and Atmospheric Administration(NOAA)facility, or a utility service of another government
agency at any time during the progress of the work.To the extent that such construction,reconstruction,
or maintenance has been coordinated with the Owner, such authorized work(by others)is indicated as
follows:
Utili Location(Sheet No.) Person to Contact Phone No.
"Not Applicable"
Except as listed above,the Contractor shall not permit any individual, firm,or corporation to excavate or
otherwise disturb such utility services or facilities located within the limits of the work without the
written permission of the Engineer.
Should the Owner of public or private utility service,FAA, or NOAA facility, or a utility service of
another government agency be authorized to construct,reconstruct, or maintain such utility service or
facility during the progress of the work,the Contractor shall cooperate with such Owners by arranging
and performing the work in this contract to facilitate such construction,reconstruction or maintenance by
others whether or not such work by others is listed above.When ordered as extra work by the Engineer,
the Contractor shall make all necessary,repairs to the work which are due to such authorized work by
others,unless otherwise provided for in the contract,plans, or specifications.It is understood and agreed
that the Contractor shall not be entitled to make any claim for damages due to such authorized work by
others or for any delay to the work resulting from such authorized work.
70-05 Federal aid participation.For Airport Improvement Program(AIP)contracts,the United States
Government has agreed to reimburse the Owner for some portion of the contract costs. Such
reimbursement is made from time to time upon the Owner's request to the FAA.In consideration of the
United States Government's(FAA's) agreement with the Owner,the Owner has included provisions in
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Elizabeth Field Airport Airfield Electrical Vault Rehabilitation
this contract pursuant to the requirements of Title 49 of the USC and the Rules and Regulations of the
FAA that pertain to the work.
As required by the USC,the contract work is subject to the inspection and approval of duly authorized
representatives of the FAA Administrator, and is further subject to those provisions of the rules and
regulations that are cited in the contract,plans, or specifications.
No requirement of the USC, the rules and regulations implementing the USC, or this contract shall be
construed as making the Federal Government a party to the contract nor will any such requirement
interfere, in any way,with the rights of either party to the contract.
70-06 Sanitary,health, and safety provisions.The Contractor shall provide and maintain in a neat,
sanitary condition such accommodations for the use of his or her employees as may be necessary to
comply with the requirements of the state and local Board of Health, or of other bodies or tribunals
having jurisdiction.
Attention is directed to Federal, state, and local laws,rules and regulations concerning construction safety
and health standards.The Contractor shall not require any worker to work in surroundings or under
conditions that are unsanitary,hazardous,or dangerous to his or her health or safety.
70-07 Public convenience and safety. The Contractor shall control his or her operations and those of his
or her subcontractors and all suppliers,to assure the least inconvenience to the traveling public.Under all
circumstances, safety shall be the most important consideration.
The Contractor shall maintain the free and unobstructed movement of aircraft and vehicular traffic with
respect to his or her own operations and those of his or her subcontractors and all suppliers in accordance
with the subsection 40-05 titled MAINTENANCE OF TRAFFIC of Section 40 hereinbefore specified and
shall limit such operations for the convenience and safety of the traveling public as specified in the
subsection 80-04 titled,LIMITATION OF OPERATIONS of Section 80 hereinafter.
70-08 Barricades,warning signs,and hazard markings.The Contractor shall furnish, erect, and
maintain all barricades,warning signs, and markings for hazards necessary to protect the public and the
work. When used during periods of darkness,such barricades,warning signs, and hazard markings shall
be suitably illuminated.Unless otherwise specified,barricades, warning signs, and markings for hazards
that are in the air operations area(AOAs) shall be a maximum of 18 inches(0.5 m)high.Unless
otherwise specified,barricades shall be spaced not more than 4 feet(1.2 m) apart. Barricades,warning
signs, and markings shall be paid for under Technical Specification Item M-100,Maintenance and
Protection of Traffic.
For vehicular and pedestrian traffic,the Contractor shall furnish, erect, and maintain barricades,warning
signs,lights and other traffic control devices in reasonable conformity with the Manual on Uniform
Traffic Control Devices.
When the work requires closing an air operations area of the airport or portion of such area,the
Contractor shall furnish, erect, and maintain temporary markings and associated lighting conforming to
the requirements of advisory circular(AC) 150/5340-1, Standards for Airport Markings.
The Contractor shall furnish, erect, and maintain markings and associated lighting of open trenches,
excavations,temporary stock piles,and the Contractor's parked construction equipment that may be
hazardous to the operation of emergency fire-rescue or maintenance vehicles on the airport in reasonable
conformance to AC 150/5370-2, Operational Safety on Airports During Construction.
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The Contractor shall identify each motorized vehicle or piece of construction equipment in reasonable
conformance to AC 150/5370-2.
The Contractor shall furnish and erect all barricades,warning signs, and markings for hazards prior to
commencing work that requires such erection and shall maintain the barricades,warning signs, and
markings for hazards until their removal is directed by the Engineer.
Open-flame type lights shall not be permitted.
70-09 Use of explosives.When the use of explosives is necessary for the execution of the work,the
Contractor shall exercise the utmost care not to endanger life or property, including new work. The
Contractor shall be responsible for all damage resulting from the use of explosives.
All explosives shall be stored in a secure manner in compliance with all laws and ordinances, and all such
storage places shall be clearly marked. Where no local laws or ordinances apply, storage shall be provided
satisfactory to the Engineer and,in general,not closer than 1,000 feet(300 m) from the work or from any
building,road, or other place of human occupancy.
The Contractor shall notify each property Owner and public utility company having structures or facilities
in proximity to the site of the work of his or her intention to use explosives. Such notice shall be given
sufficiently in advance to enable them to take such steps as they may deem necessary to protect their
property from injury.
The use of electrical blasting caps shall not be permitted on or within 1,000 feet(300 m) of the airport
property.
70-10 Protection and restoration of property and landscape.The Contractor shall be responsible for
the preservation of all public and private property, and shall protect carefully from disturbance or damage
all land monuments and property markers until the Engineer has witnessed or otherwise referenced their
location and shall not move them until directed.
The Contractor shall be responsible for all damage or injury to property of any character, during the
execution of the work,resulting from any act, omission,neglect, or misconduct in manner or method of
executing the work, or at any time due to defective work or materials, and said responsibility shall not be
released until the project has been completed and accepted.
When or where any direct or indirect damage or injury is done to public or private property by or on
account of any act, omission,neglect, or misconduct in the execution of the work, or in consequence of
the non-execution thereof by the Contractor,the Contractor shall restore, at his or her own expense, such
property to a condition similar or equal to that existing before such damage or injury was done,by
repairing, or otherwise restoring as may be directed, or the Contractor shall make good such damage or
injury in an acceptable manner.
70-11 Responsibility for damage claims. The Contractor shall indemnify and save harmless the
Engineer and the Owner and their officers, and employees from all suits, actions, or claims, of any
character,brought because of any injuries or damage received or sustained by any person,persons, or
property on account of the operations of the Contractor; or on account of or in consequence of any neglect
in safeguarding the work; or through use of unacceptable materials in constructing the work; or because
of any act or omission,neglect, or misconduct of said Contractor; or because of any claims or amounts
recovered from any infringements of patent,trademark, or copyright; or from any claims or amounts
arising or recovered under the"Workmen's Compensation Act,"or any other law, ordinance, order, or
decree. Money due the Contractor under and by virtue of his or her contract considered necessary by the
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Elizabeth Field Airport Airfield Electrical Vault Rehabilitation
Owner for such purpose may be retained for the use of the Owner or,in case no money is due,his or her
surety may be held until such suits, actions, or claims for injuries or damages shall have been settled and
suitable evidence to that effect furnished to the Owner,except that money due the Contractor will not be
withheld when the Contractor produces satisfactory evidence that he or she is adequately protected by
public liability and property damage insurance.
70-12 Thirst party beneficiary clause.It is specifically agreed between the parties executing the contract
that it is not intended-by any of the provisions of any part of the contract to create for the public or any
member thereof,a third party beneficiary or to authorize anyone not a party to the contract to maintain a
suit for personal injuries or property damage pursuant to the terms or provisions of the contract.
70-13 Opening sections of the work to traffic. Should it be necessary for the Contractor to complete
portions of the contract work for the beneficial occupancy of the Owner prior to completion of the entire
contract,such"phasing"of the work shall be specified herein and indicated on the plans. When so
specified, the Contractor shall complete such portions of the work on or before the date specified or as
otherwise specified.The Contractor shall make his or her own estimate of the difficulties involved in
arranging the work to permit such beneficial occupancy by the Owner as described in the Construction
Safety and Phasing Plan,Appendix A to Section 80.
Upon completion of any portion of the work listed above, such portion shall be accepted by the Owner in
accordance with the subsection 50-14 titled PARTIAL ACCEPTANCE of Section 50.
No portion of the work may be opened by the Contractor for public use until ordered by the Engineer in
writing. Should it become necessary to open a portion of the work to public traffic on a temporary or
intermittent basis, such openings shall be made when, in the opinion of the Engineer, such portion of the
work is in an acceptable condition to support the intended traffic.Temporary or intermittent openings are
considered to be inherent in the work and shall not constitute either acceptance of the portion of the work
so opened or a waiver of any provision of the contract.Any damage to the portion of the work so opened
that is not attributable to traffic which is permitted by the Owner shall be repaired by the Contractor at his
or her expense.
The Contractor shall make his or her own estimate of the inherent difficulties involved in completing the
work under the conditions herein described and shall not claim any added compensation by reason of
delay or increased cost due to opening a portion of the contract work.
Contractor shall be required to conform to safety standards contained AC 150/5370-2(see Special
Provisions).
Contractor shall refer to the approved Construction Safety Phasing Plan(CSPP)to identify barricade
requirements and other safety requirements prior to opening up sections of work to traffic.
70-14 Contractor's responsibility for work.Until the Engineer's final written acceptance of the entire
completed work, excepting only those portions of the work accepted in accordance with the subsection
50-14 titled PARTIAL ACCEPTANCE of Section 50,the Contractor shall have the charge and care
thereof and shall take every precaution against injury or damage to any part due to the action of the
elements or from any other cause,whether arising from the execution or from the non-execution of the
work.The Contractor-shall rebuild,repair, restore, and make good all injuries or damages to any portion
of the work occasioned by any of the above causes before final acceptance and shall bear the expense
thereof except damage to the work due to unforeseeable causes beyond the control of and without the
fault or negligence of the Contractor,including but not restricted to acts of God such as earthquake,tidal
wave,tornado,hurricane or other cataclysmic phenomenon of nature, or acts of the public enemy or of
government authorities.
2015 GP 70-4
Elizabeth Field Airport Airfield Electrical Vault Rehabilitation
If the work is suspended for any cause whatever,the Contractor shall be responsible for the work and
shall take such precautions necessary to prevent damage to the work. The Contractor shall provide for
normal drainage and shall erect necessary temporary structures, signs, or other facilities at his or her
expense. During such period of suspension of work,the Contractor shall properly and continuously
maintain in an acceptable growing condition all living material in newly established planting, seeding,
and sodding furnished under the contract, and shall take adequate precautions to protect new tree growth
and other important vegetative growth against injury.
70-15 Contractor's responsibility for utility service and facilities of others.As provided in the
subsection 70-04 titled RESTORATION OF SURFACES DISTURBED BY OTHERS of this section,the
Contractor shall cooperate with the Owner of any public or private utility service,FAA or NOAA, or a
utility service of another government agency that may be authorized by the Owner to construct,
reconstruct or maintain such utility services or facilities during the progress of the work. In addition,the
Contractor shall control their operations to prevent the unscheduled interruption of such utility services
and facilities.
To the extent that such public or private utility services,FAA, or NOAA facilities, or utility services of
another governmental agency are known to exist within the limits of the contract work,the approximate
locations have been indicated on the plans and the Owners are indicated as follows:
Utility Service or Facility Person to Contract Telephone No.
Not Applicable
It is understood and agreed that the Owner does not guarantee the accuracy or the completeness of the
location information relating to existing utility services, facilities, or structures that may be shown on the
plans or encountered in the work. Any inaccuracy or omission in such information shall not relieve the
Contractor of the responsibility to protect such existing features from damage or unscheduled interruption
of service.
It is further understood and agreed that the Contractor shall,upon execution of the contract, notify the
Owners of all utility services or other facilities of his or her plan of operations. Such notification shall be
in writing addressed to THE PERSON TO CONTACT as provided in this subsection and subsection 70-
04 titled RESTORATION OF SURFACES DISTURBED BY OTHERS of this section. A copy of each
notification shall be given to the Engineer.
In addition to the general written notification provided,it shall be the responsibility of the Contractor to
keep such individual Owners advised of changes in their plan of operations that would affect such
Owners.
Prior to beginning the work in the general vicinity of an existing utility service or facility,the Contractor
shall again notify each such Owner of their plan of operation. If, in the Contractor's opinion,the Owner's
assistance is needed to locate the utility service or facility or the presence of a representative of the Owner
is desirable to observe the work, such advice should be included in the notification. Such notification shall
be given by the most expeditious means to reach the utility owner's PERSON TO CONTACT no later
than two normal business days prior to the Contractor's commencement of operations in such general
vicinity. The Contractor shall furnish a written summary of the notification to the Engineer.
The Contractor's failure to give the two days' notice shall be cause for the Owner to suspend the
Contractor's operations in the general vicinity of a utility service or facility.
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Where the outside limits of an underground utility service have been located and staked on the ground,
the Contractor shall be required to use hand excavation methods within 3 feet(I m) of such outside limits
at such points as may be required to ensure protection from damage due to the Contractor's operations.
Should the Contractor damage or interrupt the operation of a utility service or facility by accident or
otherwise,the Contractor shall immediately notify the proper authority and the Engineer and shall take all
reasonable measures to prevent further damage or interruption of service. The Contractor, in such events,
shall,cooperate with the utility service or facility owner and the Engineer continuously until such damage
has been repaired and service restored to the satisfaction of the utility or facility owner.
The Contractor shall bear all costs of damage and restoration of service to any utility service or facility
due to their operations whether due to negligence or accident. The Owner reserves the right to deduct
such costs from any monies due or which may become due the Contractor, or his or her surety.
70-16 Furnishing rights-of-way. The Owner will be responsible for furnishing all rights-of-way upon
which the work is to be constructed in advance of the Contractor's operations.
70-17 Personal liability of public officials. In carrying out any of the contract provisions or in exercising
any power or authority granted by this contract,there shall be no liability upon the Engineer,his or her
authorized representatives,or any officials of the Owner either personally or as an official of the Owner.
It is understood that in such matters they act solely as agents and representatives of the Owner.
70-18 No waiver of legal rights. Upon completion of the work,the Owner will expeditiously make final
inspection and notify the Contractor of final acceptance. Such final acceptance,however, shall not
preclude or stop the Owner from correcting any measurement, estimate, or certificate made before or after
completion of the work,nor shall the Owner be precluded or stopped from recovering from the Contractor
or his or her surety, or both, such overpayment as may be sustained, or by failure on the part of the
Contractor to fulfill his or her obligations under the contract. A waiver on the part of the Owner of any
breach of any part of the contract shall not be held to be a waiver of any other or subsequent breach.
The Contractor,without prejudice to the terms of the contract, shall be liable to the Owner for latent
defects,fraud, or such gross mistakes as may amount to fraud, or as regards the Owner's rights under any
warranty or guaranty.
70-19 Environmental protection.The Contractor shall comply with all Federal, state, and local laws and
regulations controlling pollution of the environment.The Contractor shall take necessary precautions to
prevent pollution of streams, lakes,ponds,and reservoirs with fuels, oils,bitumens, chemicals, or other
harmful materials and to prevent pollution of the atmosphere from particulate and gaseous matter.
70-20 Archaeological and historical findings.Unless otherwise specified in this subsection,the
Contractor is advised that the site of the work is not within any property, district, or site, and does not
contain any building, structure, or object listed in the current National Register of Historic Places
published by the United States Department of Interior.
Should the Contractor encounter, during his or her operations, any building,part of a building, structure,
or object that is incongruous with its surroundings,the Contractor shall immediately cease operations in
that location and notify the Engineer. The Engineer will immediately investigate the Contractor's finding
and the Owner will direct the Contractor to either resume operations or to suspend operations as directed.
Should the Owner order suspension of the Contractor's operations in order to protect an archaeological or
historical finding,or order the Contractor to perform extra work, such shall be covered by an appropriate
contract change order or supplemental agreement as provided in the subsection 40-04 titled EXTRA
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WORK of Section 40 and the subsection 90-05 titled PAYMENT FOR EXTRA WORK of Section 90.If
appropriate,the contract change order or supplemental agreement shall include an extension of contract
time in accordance with the subsection 80-07 titled DETERMINATION AND EXTENSION OF
CONTRACT TIME of Section 80.
END OF SECTION 70
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2015 GP 70-7
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Section 80 Execution and Progress
80-01 Subletting of contract. The Owner will not recognize any subcontractor on the work. The
Contractor shall at all times when work is in progress be represented either in person,by a qualified
superintendent, or by other designated, qualified representative who is duly authorized to receive and
execute orders of the Engineer.
The Contractor shall provide copies of all subcontracts to the Engineer.The Contractor shall perform,
with his organization, an amount of work equal to at least 25 percent of the total contract cost.
Should the Contractor elect to assign his or her contract, said assignment shall be concurred in by the
surety, shall be presented for the consideration and approval of the Owner,and shall be consummated
only on the written approval of the Owner.
80-02 Notice to proceed.The notice to proceed shall state the date on which it is expected the Contractor
will begin the construction and from which date contract time will be charged.The Contractor shall begin
the work to be performed under the contract within 10 days of the date set by the Engineer in the written
notice to proceed,but in any event,the Contractor shall notify the Engineer at least 24 hours in advance
of the time actual construction operations will begin. The Contractor shall not commence any actual
construction prior to the date on which the notice to proceed is issued by the Owner.
80-03 Execution and progress.Unless otherwise specified,the Contractor shall submit their progress
schedule for the Engineer's approval within 10 days after the effective date of the notice to proceed after
the effective date of the notice to proceed.The Contractor's progress schedule,when approved by the
Engineer,may be used to establish major construction operations and to check on the progress of the
work. The Contractor shall provide sufficient materials, equipment, and labor to guarantee the completion
of the project in accordance with the plans and specifications within the time set forth in the proposal.
If the Contractor falls significantly behind the submitted schedule,the Contractor shall,upon the
Engineer's request, submit a revised schedule for completion of the work within the contract time and
modify their operations to provide such additional materials,equipment, and labor necessary to meet the
revised schedule. Should the execution of the work be discontinued for any reason,the Contractor shall
notify the Engineer at least 24 hours in advance of resuming operations.
The Contractor shall not commence any actual construction prior to the date on which the notice to
proceed is issued by the Owner.
80-04 Limitation of operations.The Contractor shall control his or her operations and the operations of
his or her subcontractors and all suppliers to provide for the free and unobstructed movement of aircraft in
the air operations areas(AOA) of the airport.
When the work requires the Contractor to conduct his or her operations within an AOA of the airport,the
work shall be coordinated with airport operations(through the Engineer)at least 48 hours prior to
commencement of such work. The Contractor shall not close an AOA until so authorized by the Engineer
and until the necessary temporary marking and associated lighting is in place as provided in the
subsection 70-08 titled BARRICADES, WARNING SIGNS,AND HAZARD MARKINGS of Section
70.
When the contract work requires the Contractor to work within an AOA of the airport on an intermittent
basis (intermittent opening and closing of the AOA),the Contractor shall maintain constant
communications as specified; immediately obey all instructions to vacate the AOA; immediately obey all
instructions to resume work in such AOA. Failure to maintain the specified communications or to obey
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instructions shall be cause for suspension of the Contractor's operations in the AOA until the satisfactory
conditions are provided. The following AOA cannot be closed to operating aircraft to permit the
Contractor's operations on a continuous basis and will therefore be closed to aircraft operations
intermittently as follows:
See Attachment"A"-Construction Safety and Phasing Plan (CSPP) at the end of this section.
Contractor shall be required to conform to safety standards contained in AC 150/5370-2, Operational
Safety on Airports During Construction.
80-04.1 Operational safety on airport during construction. All Contractors' operations shall be
conducted in accordance with the project Construction Safety and Phasing Plan(CSPP) and the
provisions set forth within the current version of AC 150/5370-2. The CSPP included within the contract
documents conveys minimum requirements for operational safety on the airport during construction
activities. The Contractor shall prepare and submit a Safety Plan Compliance Document that details how
it proposes to comply with the requirements presented within the CSPP.
The Contractor shall implement all necessary CSPP measures prior to commencement of any work
activity. The Contractor shall conduct routine checks to assure compliance with the CSPP measures.
The Contractor is responsible to the Owner for the conduct of all subcontractors it employs on the project.
The Contractor shall assure that all subcontractors are made aware of the requirements of the CSPP and
that they implement and maintain all necessary measures.
No deviation or modifications may be made to the approved CSPP unless approved in writing by the
Owner or Engineer.
80-05 Character of workers, methods,and equipment. The Contractor shall, at all times, employ
sufficient labor and equipment for prosecuting the work to full completion in the manner and time
required by the contract,plans, and specifications.
All workers shall have sufficient skill and experience to perform properly the work assigned to them.
Workers engaged in special work or skilled work shall have sufficient experience in such work and in the
operation of the equipment required to perform the work satisfactorily.
Any person employed by the Contractor or by any subcontractor who violates any operational regulations
or operational safety requirements and,in the opinion of the Engineer, does not perform his work in a
proper and skillful manner or is intemperate or disorderly shall, at the written request of the Engineer,be
removed forthwith by the Contractor or subcontractor employing such person, and shall not be employed
again in any portion of the work without approval of the Engineer.
Should the Contractor fail to remove such persons or person, or fail to furnish suitable and sufficient
personnel for the proper execution of the work,the Engineer may suspend the work by written notice until
compliance with such orders.
All equipment that is proposed to be used on the work shall be of sufficient size and in such mechanical
condition as to meet requirements of the work and to produce a satisfactory quality of work. Equipment
used on any portion of the work shall be such that no injury to previously completed work, adjacent
property, or existing airport facilities will result from its use.
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When the methods and equipment to be used by the Contractor in accomplishing the work are not
prescribed in the contract,the Contractor is free to use any methods or equipment that will accomplish the
work in conformity with the requirements of the contract,plans, and specifications.
When the contract specifies the use of certain methods and equipment, such methods and equipment shall
be used unless others are authorized by the Engineer.If the Contractor desires to use a method or type of
equipment other than specified in the contract,the Contractor may request authority from the Engineer to
do so. The request shall be in writing and shall include a full description of the methods and equipment
proposed and of the reasons for desiring to make the change. If approval is given, it will be on the
condition that the Contractor will be fully responsible for producing work in conformity with contract
requirements. If, after trial use of the substituted methods or equipment,the Engineer determines that the
work produced does not meet contract requirements,the Contractor shall discontinue the use of the
substitute method or equipment and shall complete the remaining work with the specified methods and
equipment. The Contractor shall remove any deficient work and replace it with work of specified quality,
or take such other corrective action as the Engineer may direct.No change will be made in basis of
payment for the contract items involved nor in contract time as a result of authorizing a change in
methods or equipment under this subsection.
80-06 Temporary suspension of the work. The Owner shall have the authority to suspend the work
wholly, or in part,for such period or periods as the Owner may deem necessary, due to unsuitable
weather, or such other conditions as are considered unfavorable for the execution of the work, or for such
time as is necessary due to the failure on the part of the Contractor to carry out orders given or perform
any or all provisions of the contract.
In the event that the Contractor is ordered by the Owner, in writing,to suspend work for some unforeseen
cause not otherwise provided for in the contract and over which the Contractor has no control,the
Contractor may be reimbursed for actual money expended on the work during the period of shutdown.No
allowance will be made for anticipated profits.The period of shutdown shall be computed from the
effective date of the Engineer's order to suspend work to the effective date of the Engineer's order to
resume the work. Claims for such compensation shall be filed with the Engineer within the time period
stated in the Engineer's order to resume work.The Contractor shall submit with his or her claim
information substantiating the amount shown on the claim. The Engineer will forward the Contractor's
claim to the Owner for consideration in accordance with local laws or ordinances.No provision of this
article shall be construed as entitling the Contractor to compensation for delays due to inclement weather,
for suspensions made at the request of the Owner, or for any other delay provided for in the contract,
plans, or specifications.
If it should become necessary to suspend work for an indefinite period,the Contractor shall store all
materials in such manner that they will not become an obstruction nor become damaged in any way. The
Contractor shall take every precaution to prevent damage or deterioration of the work performed and
provide for normal drainage of the work. The Contractor shall erect temporary structures where necessary
to provide for traffic on, to, or from the airport.
80-07 Determination and extension of contract time. The number of calendar or working days allowed
for completion of the work shall be stated in the proposal and contract and shall be known as the
CONTRACT TIME.
Should the contract time require extension for reasons beyond the Contractor's control, it shall be
adjusted as follows:
a. CONTRACT TIME based on WORKING DAYS shall be calculated weekly by the Engineer.
The Engineer will furnish the Contractor a copy of his or her weekly statement of the number of
2015 GP 80-3
Elizabeth Field Airport Airfield Electrical Vault Rehabilitation
working days charged against the contract time during the week and the number of working days
currently specified for completion of the contract(the original contract time plus the number of
working days, if any, that have been included in approved CHANGE ORDERS or
SUPPLEMENTAL AGREEMENTS covering EXTRA WORK).
The Engineer shall base his or her weekly statement of contract time charged on the following
considerations:
(1) No time shall be charged for days on which the Contractor is unable to proceed with the
principal item of work under construction at the time for at least six(6)hours with the
normal work force employed on such principal items. Should the normal work force be
on a double-shift, 12 hours shall be used. Should the normal work force be on a triple-
shift, 18 hours shall apply. Conditions beyond the Contractor's control such as strikes,
lockouts,unusual delays in transportation,temporary suspension of the principal item of
work under construction or temporary suspension of the entire work which have been
ordered by the Owner for reasons not the fault of the Contractor, shall not be charged
against the contract time.
(2) The Engineer will not make charges against the contract time prior to the effective date of
the notice to proceed.
(3) The Engineer will begin charges against the contract time on the first working day after
the effective date of the notice to proceed.
(4) The Engineer will not make charges against the contract time after the date of final
acceptance as defined in the subsection 50-15 titled FINAL ACCEPTANCE of Section
50.
(5) The Contractor will be allowed one(1)week in which to file a written protest setting
forth his or her objections to the Engineer's weekly statement. If no objection is filed
within such specified time,the weekly statement shall be considered as acceptable to the
Contractor.
The contract time is based on the originally estimated quantities as described in the subsection
20-05 titled INTERPRETATION OF ESTIMATED PROPOSAL QUANTITIES of Section 20.
Should the satisfactory completion of the contract require performance of work in greater
quantities than those estimated in the proposal,the contract time shall be increased in the same
proportion as the cost of the actually completed quantities bears to the cost of the originally
estimated quantities in the proposal. Such increase in contract time shall not consider either the
cost of work or the extension of contract time that has been covered by change order or
supplemental agreement and shall be made at the time of final payment.
b. Contract Time based on calendar days shall consist of the number of calendar days stated in the
contract counting from the effective date of the notice to proceed and including all Saturdays,
Sundays,holidays, and non-work days.All calendar days elapsing between the effective dates of
the Owner's orders to suspend and resume all work, due to causes not the fault of the Contractor,
shall be excluded.
At the tune of final payment,the contract time shall be increased in the same proportion as the
cost of the actually completed quantities bears to the cost of the originally estimated quantities in
the proposal. Such increase in the contract time shall not consider either cost of work or the
2015 GP 80-4
Elizabeth Field Airport Airfield Electrical Vault Rehabilitation
extension of contract time that has been covered by a change order or supplemental agreement.
Charges against the contract time will cease as of the date of final acceptance.
c. When the contract time is a specified completion date,it shall be the date on which all contract
work shall be substantially complete.
If the Contractor finds it impossible for reasons beyond his or her control to complete the work
within the contract time as specified, or as extended in accordance with the provisions of this
subsection,the Contractor may, at any time prior to the expiration of the contract time as
extended,make a written request to the Owner for an extension of time setting forth the reasons
which the Contractor believes will justify the granting of his or her request. Requests for
extension of time on calendar day projects, caused by inclement weather, shall be supported with
National Weather Bureau data showing the actual amount of inclement weather exceeded what
could normally be expected during the contract period. The Contractor's plea that insufficient
time was specified is not a valid reason for extension of time. If the supporting documentation
justify the work was delayed because of conditions beyond the control and without the fault of the
Contractor,the Owner may extend the time for completion by a change order that adjusts the
contract time or completion date.The extended time for completion shall then be in full force and
effect,the same as though it were the original time for completion.
80-08 Failure to complete on time. For each calendar day or working day, as specified in the contract,
that any work remains uncompleted after the contract time(including all extensions and adjustments as
provided in the subsection 80-07 titled DETERMINATION AND EXTENSION OF CONTRACT TIME
of this Section)the sum of one thousand five hundred dollars($1,500.00)will be deducted from any
money due or to become due the Contractor or his or her surety. Such deducted sums shall not be
deducted as a penalty but shall be considered as liquidation of a reasonable portion of damages including
but not limited to additional engineering services that will be incurred by the Owner should the Contractor
fail to complete the work in the time provided in their contract.
The work of this Contract and time charged shall commence on the date stated in the written Notice to
Proceed.The Contract Time shall be as stated below,and means that all of the work of the Contract is
complete and in operating order.
BASE BID: twenty(20) CALENDAR DAYS
BASE BID and all ADD-ON BIDS: thirty(30)CALENDAR DAYS
Permitting the Contractor to continue and finish the work or any part of it after the time fixed for its
completion, or after the date to which the time for completion may have been extended,will in no way
operate as a waiver on the part of the Owner of any of its rights under the contract.
80-09 Default and termination of contract.The Contractor shall be considered in default of his or her
contract and such default will be considered as cause for the Owner to tenninate the contract for any of
the following reasons if the Contractor:
a. Fails to begin the work under the contract within the time specified in the Notice to Proceed,
or
b. Fails to perform the work or fails to provide sufficient workers, equipment and/or materials to
assure completion of work in accordance with the terms of the contract, or
c. Performs the work unsuitably or neglects or refuses to remove materials or to perform anew
such work as may be rejected as unacceptable and unsuitable, or
2015 GP 80-5
Elizabeth Field Airport Airfield Electrical Vault Rehabilitation
d. Discontinues the execution of the work, or
e. Fails to resume work which has been discontinued within a reasonable time after notice to do
so, or
f. Becomes insolvent or is declared bankrupt, or commits any act of bankruptcy or insolvency,
or
g. Allows any final judgment to stand against the Contractor unsatisfied for a period of 10 days,
or
h. Makes an assignment for the benefit of creditors, or
i. For any other cause whatsoever, fails to carry on the work in an acceptable manner.
Should the Engineer consider the Contractor in default of the contract for any reason above,the Engineer
shall immediately give written notice to the Contractor and the Contractor's surety as to the reasons for
considering the Contractor in default and the Owner's intentions to terminate the contract.
If the Contractor or surety,within a period of 10 days after such notice, does not proceed in accordance
therewith,then the Owner will,upon written notification from the Engineer of the facts of such delay,
neglect, or default and the Contractor's failure to comply with such notice,have full power and authority
without violating the contract,to take the execution of the work out of the hands of the Contractor. The
Owner may appropriate or use any or all materials and equipment that have been mobilized for use in,the
work and are acceptable and may enter into an agreement for the completion of said contract according to
the terms and provisions thereof, or use such other methods as in the opinion of the Engineer will be
required for the completion of said contract in an acceptable manner.
All costs and charges incurred by the Owner,together with the cost of completing the work under
contract, will be deducted from any monies due or which may become due the Contractor. If such
expense exceeds the sum which would have been payable under the contract,then the Contractor and the
surety shall be liable and shall pay to the Owner the amount of such excess.
80-10 Termination for national emergencies. The Owner shall terminate the contract or portion thereof
by written notice when the Contractor is prevented from proceeding with the construction contract as a
direct result of an Executive Order of the President with respect to the execution of war or in the interest
of national defense.
When the contract, or any portion thereof, is terminated before completion of all items of work in the
contract,payment will be made for the actual number of units or items of work completed at the contract
price or as mutually agreed for items of work partially completed or not started.No claims or loss of
anticipated profits shall be considered.
Reimbursement for organization of the work, and other overhead expenses, (when not otherwise included
in the contract)and moving equipment and materials to and from the job will be considered,the intent
being that an equitable settlement will be made with the Contractor.
Acceptable materials, obtained or ordered by the Contractor for the work and that are not incorporated in
the work shall, at the option of the Contractor,be purchased from the Contractor at actual cost as shown
by receipted bills and actual cost records at such points of delivery as may be designated by the Engineer.
2015 GP 80-6
Elizabeth Field Airport Airfield Electrical Vault Rehabilitation
Termination of the contract or a portion thereof shall neither relieve the Contractor of his or her
responsibilities for the completed work nor shall it relieve his or her surety of its obligation for and
concerning any just claim arising out of the work performed.
80-11 Work area,storage area and sequence of operations. The Contractor shall obtain approval from
the Engineer prior to beginning any work in all areas of the airport.No operating runway,taxiway, or air
operations area(AOA) shall be crossed,entered, or obstructed while it is operational. The Contractor
shall plan and coordinate his or her work in such a manner as to ensure safety and a minimum of
hindrance to flight operations.All Contractor equipment and material stockpiles shall be stored an active
runway.No equipment will be allowed to park within the approach area of an active runway at any time.
No equipment shall be within sixty(60)feet of an active runway at any time.
See Attachment"A"-Construction Safety and Phasing Plan (CSPP)following this section.
END OF SECTION 80
2015 GP 80-7
ATTACHMENT "A"
TO
SECTION 80
CONSTRUCTION SAFETY AND
PHASING PLAN (CSPP)
FOR THE CONSTRUCTION OF
AIRFIELD ELECTRICAL VAULT REHABILITATION
AT
ELIZABETH FIELD AIRPORT(OB8)
FISHERS ISLAND
FAA AIP NO. 3-36-0029- -2019 (C)
NYSDOT PIN. 0193. (C)
TABLE OF CONTENTS
1.0 PURPOSE
2.0 SCOPE OF PROJECT AND CSPP
3.0 PLAN REQUIREMENTS
3.1 Coordination
a. Pre-construction Conference
b. Contractor Progress Meetings
c. Scope or Schedule Changes
d FAA ATO Coordination
e. Payment
3.2 Phasing
a. Phase Elements(Work Areas)
b. Construction Safety Drawings(Construction and Operating Requirements)
3.3 Areas and Operations Affected by the Construction Activity
a. Identification of Affected Areas
b. Mitigation of Effects
3.4 Protection of Navigational Aids(NAVAIDS)
3.5 Contractor Access
a. Location of Stockpiled Construction Materials
b. Vehicle and Pedestrian Operations
c. Security
3.6 Wildlife Management
a. Trash
b. Standing Water
c. Tall Grass and Seeds
d. Poorly Maintained Fencing and Gates
e. Disruption of Existing Wildlife Habitat
3.7 Foreign Object Debris(FOD)Management
3.8 Hazardous Materials(HAZMAT)Management
3.9 Notification of Construction Activities
a. Maintenance of a List of Responsible Representatives/Point of Contact
b. Notices to Airman(NOTAM)
c. Emergency Notification Procedures
d. Coordination with ARFF Personnel
e. Notification to the FAA
3.10 Inspection Requirements
a. Daily(or more frequent)Inspections
b. Final Inspections
3.11 Underground Utilities
3.12 Penalties
3.13 Special Conditions
3.14 Runway and Taxiway Visual Aids
a. General
b. Lighting and Visual NAVAIDS
c. Signs
d Maintenance of Airport Lighting
3.15 Marking and Signs for Access Routes
3.16 Hazard Marking and Lighting
a. Purpose
b. Equipment
3.17 Protection of Airfield Areas
a. Runway Safety Area(RSA)
b. Runway Object Free Area(ROFA)
c. Taxiway Safety Area(TSA)
d. Taxiway Object Free Area(TOFA)
e. Obstacle Free Zone(OFZ)
f. Runway Approach/Departure Surfaces
3.18 Other Limitations on Construction
A. Prohibitions
B. Restrictions
APPENDICES:
APPENDIX 1—General Plan and Construction Safety Drawings
APPENDIX 2—Construction Project Daily Safety Inspection Checklist
APPENDIX 3—Contractor's Safety Plan Compliance Document(SPCD)
APPENDIX 4—Spoil Deposition Release Form
CONSTRUCTION SAFETY AND PHASING PLAN (CSPP)
1.0 PURPOSE.
Aviation safety is the primary consideration at airports,especially during construction.The airport owner's
Construction Safety and Phasing Plan(CSPP)and the contractor's Safety Plan Compliance Document(SPCD)are
the primary tools to ensure safety compliance when coordinating construction activities with airport operations.
These documents identify all aspects of the construction project that pose a potential safety hazard to airport
operations and outline respective mitigation procedures for each hazard.
The CSPP sets forth benchmarks and requirements for the project to help ensure the highest levels of safety,security
and efficiency at the airport at the time of construction.Requirements for this CSPP were developed from FAA
Advisory Circular(AC) 150/5370-2 Operational Safety on Airports During Construction, latest edition.
The CSPP is a standalone document,written to correspond with the safety and security requirements set forth in the
AC,the airport safety and security requirements,and local codes and requirements.The CSPP is to be used by all
personnel involved in the project.The CSPP covers the actions of not only the construction personnel and
equipment,but also the action of inspection personnel and airport staff.
This document has been developed in order to minimize interruptions to airport operations,reduce construction
costs,and maximize the performance and safety of construction activity. Strict adherence to the provisions of the
CSPP by all personnel assigned to or visiting the construction site is mandatory.
The Contractor shall submit a Safety Plan Compliance Document(SPCD)to the airport owner describing how the
Contractor will comply with the requirements set forth in this CSPP.The SPCD must be submitted to the airport
owner prior to issuance of Notice to Proceed.
In the event the Contractor's activities are found in non-compliance with the provisions of the CSPP or the SPCD,
the Airport Owner's Representative will direct the Contractor,in writing,to immediately cease those operations in
violation.In addition,a safety meeting will be conducted for the purpose of reviewing those provisions in the
CSPP/SPCD which were violated.The Contractor will not be allowed to resume any construction operations until
conclusion of the safety meeting and all corrective actions have been implemented.
2.0 SCOPE OF PROJECT AND CSPP.
Prolect involves minor rehabilitation of an existing 265 sq.ft. electrical vault, including replacing miscellaneous
airfield liQhtmg egwpment, minor interior and exterior structural and architectural repairs,installation of a new
interior shelving system for equipment, and installation of new HVAC system Work will require periodic temporary
shutdowns of airfield lighting and visual navigational aids to allow for replacement of airfield lighting equipment.
Safety,maintaining aircraft operations,and construction costs are all interrelated.Since safety must not be
compromised,the airport owner must strike a balance between maintaining aircraft operations and construction
costs.This balance will vary widely depending on the operational needs and resources of the airport and will require
early coordination with airport users and the FAA.As the project design progresses,the necessary construction
locations,activities and associated costs will be identified.As they are identified,their impact to airport operations
must be assessed.Adjustments are made to the proposed construction activities,often by phasing the project and/or
to airport operations in order to maintain operational safety.This planning effort will ultimately result in a project
CSPP.The development of the CSPP takes place through the following five steps:
1. Identify Affected Areas
2. Describe Current Operations
Section 80, Attachment A Construction Safety Phasing Plan
4-
3. Allow for Temporary Changes to Operations
4. Take Required Measures to Revise Operations
5. Manage Safety Risk
3.0 PLAN REQUIREMENTS.
3.1 COORDINATION.The following items shall be coordinated as required:
a. Pre-construction Meeting. A preconstruction meeting will be conducted to discuss operational safety,
testing, quality control, quality acceptance, security, safety, labor requirements, environmental factors, and
other issues. All parties affected by the construction will be asked to attend including,but not limited to,the
airport owner,tenants,contractor,subcontractors and Engineer.
At the preconstruction meeting,the Contractor shall submit a plan of operation and schedule of work to the
Engineer for approval.The Contractor's plan of operation shall indicate,in detail,the amount of
construction planned and the number of shifts and/or overtime operations proposed for the project.The
schedule of work shall clearly indicate the sequence of work to be performed.The Contractor shall
conform,at all times,to the requirements of these provisions and with current safety practices,rules,
regulations and security requirements of Airport Owner.The preconstruction meeting may or may not be
held prior to issuance of a Notice to Proceed.
b. Contractor Progress Meetings.A minimum of one progress meeting to discuss scheduling and coordination
shall be held each week unless otherwise directed by the Airport Owner, throughout the duration of the
Contract, between the Airport Owner, Contractor, Engineer and any other interested parties at a time and
place to be designated by the Engineer. These meetings shall include a detailed discussion of construction
phasing and safety with regard to the Contractor's compliance with the requirements stipulated in the
Contract Documents.
In attendance at these meetings shall be a Contractor's representative with the authority to make decisions
concerning the scheduling and coordination of work.Progress meetings shall be facilitated by the Engineer.
Operational safety shall be a standing agenda item during progress meetings throughout the construction
proj ect.
c. Scope or Schedule Changes. Changes in the Scope of Work or Project Schedule shall be governed by
Section 40 and Section 80 of the Contract Documents. Any proposed change that results in a deviation from
the established CSPP as expressed by the Contract Documents must be submitted to the FAA and Owner for
review and approval.FAA review and approval can be expected to take up to ninety(90)calendar days.
d. FAA ATO Coordination. Early coordination with Federal Aviation Administration (FAA) Air Traffic
Organization(ATO)is required to schedule airway facility shutdowns and restarts. Relocation or adjustments
to NAVAIDs, or changes to final grades in critical areas, may require an FAA flight inspection prior to
restarting the facility. Flight inspections shall be coordinated and scheduled well in advance of the intended
facility restart.Flight inspections shall be as required by technical specifications or special provisions.
No flight inspections are anticipated as part of this project.
e. Payment. The cost of complying with the requirements of this section, including but not limited to
scheduling; providing flag people; construction, maintenance and removal of temporary access roads and
staging areas;providing,placing,relocating,maintaining and removing temporary barricades;providing and
placing permanent barricades; protection of aircraft and vehicular traffic; installation, maintenance and
removal of temporary airfield markings; maintenance of airport lighting circuits; installation, maintenance,
and removal of temporary wiring and airfield lighting facilities; cleaning of paved surfaces; restoration of
surfaces disturbed as a result of the Contractor's operations;providing, maintaining, and removing warning
signs, hazard markings, barricade lights; providing, maintaining, and removing temporary access gates;
Section 80,Attachment A Construction Safety Phasing Plan
-2-
providing padlocks for access gates;providing a guard at access gates;and all security requirements shall be
included under the lump sum bid price for the overall project.
3.2 PHASING.
a. Phase Elements(Work Area(s))
Work Area Descriptions: The work of the project is limited to a single work area(Work Area"A")in
order to coordinate construction in a way that will minimize construction duration and thus minimize
interference with Airport operations overall.
b. Construction Safety Requirements
The Contractor shall obtain approval from the Engineer prior to beginning any work in all areas of the
airport.No active runway or taxiway shall be crossed,entered,or obstructed at any time.The Contractor
shall plan and coordinate his/her work in such a manner as to insure safety and a minimum of hindrance to
airport operations.All Contractor equipment and material stockpiles shall be stored at locations determined
during construction or as shown on the Construction Safety Drawings (Appendix 1).No equipment will be
allowed to park within the approach area of an active runway at any time.
During the work under this Contract,the Owner will make such arrangements to coordinate aircraft
movements and Airport operations as necessary to conform to the construction procedures as outlined
below and as shown on the Contract Drawings.The Contractor shall give adequate notice to the Engineer,
so as to afford time to coordinate construction with the Owner.No work shall proceed in any area without
prior approval.
The Contractor shall always confine construction operations to the contractor work area and designated
haul routes.Contractor personnel,equipment,stored materials,subcontractors and suppliers will not be
allowed on any other area within the Air Operations Area and within the Airport boundaries without prior
approval of the Owner or Engineer.
The Engineer will perform a visual site assessment before the Contractor occupies the contractor work area.
The Contractor shall be held responsible for all repairs and cleanup costs incurred as a result of the
Contractor's construction operations.Restoration shall be the complete return of all work areas to the
original conditions.
Temporary cables in grass areas shall be marked with stakes and flagging.Temporary cables in paved areas
shall be marked with barricades.
Prior to the start of construction operations,the Contractor shall perform the following:
• Coordinate issuing Notices to Airmen (NOTAM) with the Airport Owner and Engineer for the
construction activities involved at least 48 hours in advance of the work.
At the conclusion of construction operations,the Contractor shall perform the following:
• Test and activate airfield lighting circuits.
• Remove barricades,etc.,as indicated on the Construction Safety Drawings.
• Clean all paved surfaces to remove construction debris.
• Coordinate cancellation of the NOTAMs with the Airport Owner and Engineer.
Section 80,Attachment A Construction Safety Phasing Plan
-3-
Work Area "A":During work in this area,Runway 12-30,Runway 7-25,the tie-down apron and access
taxiway shall remain open for daytime operations only.Replacement of existing airfield lighting equipment
within the vault will require the power to the equipment to be disconnected.During the time when the
airfield lighting equipment and/or visual aids are inoperable,nighttime operations will be prohibited.A
NOTAM will be issued to this effect. Contractor access to Work Area"A"and staging area shall be via
Airport Road and adjacent to the apron.
At the start of work in Area A,the Contractor shall perform the following:
• Verify the status of all existing lightings system and document all conditions in the presence of the
Engineer.
• Coordinate with the Owner the issuing of a NOTAM advising of daytime-only operations at Runway
12-30 and Runway 7-25.NOTAM shall also alert pilots that all PAPI and REIL Visual Approach
Aids are unavailable.
• Disconnect the following circuits in the electrical building, as necessary based on the awarded
project scope,in order to replace the existing lighting equipment:
o Runway 12-30 edge lighting circuit.
o Runway 7-25 edge lighting circuit.
o Runway 7 REIL circuit.
o Runway 25 REIL circuit.
o Runway 12 REIL circuit.
o Runway 30 REIL circuit.
o Runway 7 PAPI circuit.
o Runway 25 PAPI circuit.
o Runway 12 PAPI circuit.
o Runway 30 PAPI circuit.
o Windcone circuit.
o Obstruction Lighting circuit.
• Upon reconnecting all replacement lightings control systems, verify operability in the presence of
the Engineer.
3.3 AREAS AND OPERATIONS AFFECTED BY THE CONSTRUCTION ACTIVITY.
Contractor,subcontractor,and supplier employees or any other unauthorized persons shall be restricted
from entering an active airport operating area without previous permission from the Airport Owner.
In an emergency situation,the Owner or other designated airport representative may order the Contractor to
suspend operations;move personnel,equipment,and materials to a safe location;and stand by until aircraft
use is completed.
The Contractor shall cooperate with the airport users through the Engineer,in coordination with airport
operations,in scheduling the operations to provide adequate clearance for safe aircraft parking,fueling,
maintenance,loading or unloading,maneuvering,taxing operations,or other aircraft operations.
a. Identification of Affected Areas
The following is a summary of impacts to the Airport Operations Areas resulting from the proposed
construction safety and work phasing requirements:
Section 80,Attachment A Construction Safety Phasing Plan
-4-
Table 3.3A Construction Effect on Airport Operations
Project Airfield Electrical Vault Repairs
Phase Work Area"A". See Section 3.2.a.for description)
Operational Requirements Normal(Existing) Anticipated(During
Construction)
Scope of Work Miscellaneous airfield electrical equipment repairs.
Carrier: Not Applicable
RW 12&RW 30 Average GA: 2/Day No change
Aircraft Operations
Military: Not Applicable
Carrier: Not Applicable
RW 7&RW 25 Average GA: 1/Day No change
Aircraft Operations
Military: Not Applicable
Runway 12-30 ARC A-1 No change
Runway 7-25 ARC A-1 No change
RW 12&RW 30 Approach 3/4 mile No change
Visibility Minimums
RW 7&RW 25 Approach 3/4 mile No change
Visibility Minimums
TORR: Not Applicable TORR: Not Applicable
Runway 12 and 30 Declared TODA: Not Applicable TODA: Not Applicable
Distances ASDA: Not Applicable ASDA: Not Applicable
LDA: Not Applicable LDA: Not Applicable
TORA:Not Applicable TORR:Not Applicable
Runway 7 and 25 Declared TODA:Not Applicable TODA:Not Applicable
Distances ASDA:Not Applicable ASDA:Not Applicable
LDA:Not Applicable LDA:Not Applicable
b. Mitigation of effects.
This CSPP has established specific requirements and operational procedures necessary to maintain the
safety and efficiency of airport operations during the construction of this project.
All coordination pertaining to airport operations during construction will go through the Owner's
Representative and the Airport Operations Manager.Any required NOTAM's to be issued will be sent
through the Owner's Representative and issued by Airport Operations.
Section 80,Attachment A Construction Safety Phasing Plan
-5-
i. Temporary Changes to runway and/or taxiway operations:
Any affected Airport Operations Areas identified in the previous section for reduced access or
identified as being closed entirely to aircraft traffic,will be barricaded by the use of low
profile,lighted barricades placed as shown in the exhibits provided in Appendix 1.In
addition,required NOTAMs shall be issued on the various temporary changes to aircraft
access through the affected areas.
ii. Detours for ARFF and other airport vehicles:
The project work site shall remain open to all ARFF or emergency vehicles in emergency
situations.The contractor is required to maintain access in and around the project work area
for all ARFF and emergency response vehicles.Proper routing of this traffic will be
effectively communicated to all supervisory personnel involved in the construction project.
iii. Maintenance of essential utilities:
Special attention shall be given to preventing unscheduled interruption of utility services and
facilities.Where required due to construction purposes,the Owner and FAA shall locate all of
their underground utilities.It is the Contractor's responsibility to have the locations of cabling
and other underground utilities marked prior to beginning excavation.Any locations provided
by the Owner or FAA are approximate locations and the Contractor shall verify all locations
prior to beginning excavations.When an underground cable or utility is damaged due to the
Contractor's negligence the Contractor shall immediately repair the affected cable or utility at
his/her own expense.Full coordination between airport staff,field inspectors,and
construction personnel will be exercised to ensure that all airport power and control cables are
fully protected prior to any excavation.
iv. Temporary Changes to air traffic control procedures:
Not applicable.
3.4 PROTECTION OF NAVIGATIONAL AIDS(NAVAIDS).
Before commencing construction activity,parking vehicles, or storing construction equipment and
materials near a NAVAID,coordination with the appropriate FAA ATO to evaluate the effects of
construction activity and the required distances and direction from the NAVAID is required.
3.5 CONTRACTOR ACCESS.
This section of the CSPP details the areas to which the contractor must have access,and how contractor
personnel will access those project work areas.
a. Location of stockpiled construction materials.
The Contractor shall store material and equipment and schedule his operations for work to be done so
that no unauthorized interference to normal Airport operations will result there from.Construction
operations shall not be conducted in a manner to cause interference with Airport Operations.
Stockpiled materials and equipment storage are not permitted within the Runway Safety Area/
Taxiway Safety Area(RSA/TSA),Obstacle Free Zone(OFZ)or Object Free Area(OFA) of an
operational runway or taxiway.Stockpiled construction materials must be located inside the contractor
staging area as shown on the Construction Safety Drawings(Appendix 1)unless otherwise approved
by the Engineer.
Stockpiled material shall be constrained in a manner to prevent movement resulting from either aircraft
jet blast or wind conditions in excess of ten miles per hour.In addition,stockpiled material shall have
Section 80, Attachment A Construction Safety Phasing Plan
-6-
silt fence located around the material to prevent Foreign Object Debris(FOD)from moving onto the
airfield pavements or polluting watercourses.
Open trenches exceeding 3 inches in depth and 5 inches in width or stockpiled material are not
permitted within the limits of safety areas of operational runways or taxiways. Stockpiled material
shall not be permitted within the protected areas of the runways,or allowed to penetrate into any of the
protected airspace.
Spoil and Disposal Areas: Spoil shall be disposed of onsite in accordance with the Airport Authorities
unless otherwise shown or specified.The Contractor shall submit the"Spoils Deposition Release
Form" for any spoils which are transported from the project site. A copy of the form can be found in
Appendix 4. No direct payment will be made for spoiling and disposal operations. The cost of
spoiling material on site,or of spoiling material off-site,shall be considered incidental to this Contract
and the costs shall be included in the various pay items involved.
b. Vehicle and pedestrian operations.Vehicle and pedestrian access routes for airport construction
proiects must be controlled to prevent inadvertent or unauthorized entry of persons,vehicles,or
animals onto the Air Operations Area(AOA).
The airport owner will coordinate requirements for vehicle operations with the affected airport tenants.
Specific vehicle and pedestrian requirements for this project are as follows:
All construction vehicles and personnel shall be restricted to the immediate work areas specified by the
contract for this project.These areas include the haul routes into the work area,the designated
contractor staging area and the apron area under construction.Use of alternate haul routes or staging
areas by the contractor shall not be permitted without prior notification and approval by the Owner's
Representative.
i. Construction Site Parking:
The Contractor's personal vehicle parking area shall be in the contractor staging area,as shown on
the Construction Safety Drawings(Appendix 1). Contractor personal vehicles will not be allowed
inside the airport fence Air Operations Area(AOA)or secured area.
A staging area,as indicated on the Contract Drawings,will be provided where the Contractor may
set up a field office and store equipment and materials.The Contractor shall make his own
arrangements for,and bear all costs of required utilities.The Contractor shall use and maintain the
site in accordance with requirements of the Owner. Upon completion of work,the Contractor's
staging area shall be removed and the area cleaned and restored to original or better condition.
ii. Construction Equipment Parking:
The Contractor's equipment storage area shall be in the contractor staging area as shown on the
Construction Safety Drawings(Appendix 1).The Contractor's equipment and construction
vehicles shall be restricted to the construction site or storage areas during construction and parked
in the equipment storage area during non-working periods. Maximum allowable equipment height
in the staging area shall be 25 feet. Maximum allowable equipment height in the work areas shall
be 25 feet.Maximum allowable equipment height at the borrow area shall be 25 feet.
Contractor must service all construction vehicles within the limits of the project work area or the
Contractor's Staging Area.Parked construction vehicles must be outside the OFA and never in the
safety area of an active runway or taxiway.Inactive equipment must not be parked on closed
taxiways or runways.If it is necessary to leave specialized equipment on a closed taxiway or
Section 80, Attachment A Construction Safety Phasing Plan
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runway at night,the equipment must be well lighted.Employees shall also park construction
vehicles outside the OFA when not in use by construction personnel(for example,overnight,on
weekends,or during other periods when construction is not active).Parking areas must not
obstruct the clear line of sight by the ATCT,as applicable,to any taxiways or runways under air
traffic control nor obstruct any runway visual aids,signs,or navigation aids.
iii. Access and Haul Roads:
The Contractor shall clear,construct and maintain haul routes as required for the prosecution of
the work.The haul routes and access points shall only be in the locations approved by the
Engineer and the Owner or as shown on the Construction Safety Drawings(Appendix 1).
Access or haul routes used by contractor vehicles must be clearly marked to prevent inadvertent
entry to areas open to airport operations.Construction traffic must remain on the designated haul
routes,never straying from the approved paths.Signage and marking placement shall be reviewed
and approved by the Engineer and Owner prior to being placed in service.The Contractor shall
fully describe the appropriate access routes to all his/her employees,subcontractors and material
delivery personnel.
The Contractor shall be responsible for maintaining existing haul routes. At the completion of the
project,these areas shall be returned to their original lines and grades and shall be restored to a
condition equal to or better than original.All non-paved areas that are disturbed by Contractor's
haul roads,staging area, etc.,located outside of the seeding limits shown on the plans shall be re-
seeded and restored to their original or better condition by the Contractor at no additional cost to
the Owner.
The Contractor shall control and coordinate the material(supplies)that are hauled to and from the
work area.Delivery of equipment and materials to the area of work shall be by way of the access
route shown on the Construction Safety Drawings(Appendix 1)or designated by the Owner or
Engineer.
The Contractor shall maintain all haul routes and work areas in a dust free condition at all times.
The Contractor shall control dust from the construction operations by vacuum type sweeping,
watering or other methods as approved by the Engineer. Contractor shall have equipment(in
operating condition)on site,at all times,to control dust.If the Contractor fails to comply with this
requirement,construction will be suspended until a plan for controlling the dust is approved by the
Engineer.Landside haul routes,boulevards and drives shall be kept clean by use of a vacuum
sweeper on a daily basis as required.Application of water on dirt or gravel haul routes must be
provided as often as necessary.Haul roads in any airport traffic areas must be especially
monitored for dust and debris to prevent any potential Foreign Object Debris(FOD)situations.
The existing perimeter road shall remain open and accessible for airport personnel at all times.
Special attention must be given to ensure that if construction traffic is to share or cross any Airport
Rescue and Fire Fighting(ARFF)routes that ARFF right of way is not impeded at any time.
Portions of the project area(s)shall be bounded by the low profile barricades identifying
Contractor personnel and vehicle area operation limits.The locations of any barricaded project
limits,haul routes,Contractor Staging Areas,and associated safety and security details are also
provided graphically in the attached exhibits.
iv. Marking and Lighting of Vehicles:
Section 80,Attachment A Construction Safety Phasing Plan
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When any vehicle or piece of equipment,other than one that has prior approval from the Owner,
must operate on an airport,it shall be escorted and properly identified.
The Contractor shall limit access within the airport security fence to authorized vehicles. All
authorized vehicles shall have a vehicle dash board placard permit issued by the Owner or an
identification sign on both sides of the vehicle containing the Contractor's company name. Private
vehicles of the Contractor's personnel must be parked outside the airport security fence and will
not be allowed within the airport security fence at any time.
All vehicles operating on the airport and in the general vicinity of the safety area or in aircraft
movement areas must be marked with flashing yellow/amber beacons or orange and white flags
during daylight hours.During hours of darkness or low visibility they shall be marked with at least
flashing yellow/amber beacons.
Beacons and flags must be maintained to standards and in good working and operational
condition.Beacons must be located on the uppermost part of the vehicle structure,visible from
any direction,and flash 75+/- 15 flashes per minute.Flags shall be 3'by 3'with alternating P by
1' international orange and white squares,and shall be replaced by the contractor if they become
faded,discolored,or ragged as determined by Airport Operations or the Owner's Representative.
v. Description of Proper Vehicle Operations:
The Contractor shall be required to follow guidance on the additional identification and control of
construction equipment per the Airport's Security Plan.No Contractor's vehicle or pedestrian
crossing of active runways or taxiways will be allowed at any time during the work of this
Contract,unless otherwise specified. No deviation from the pedestrian and vehicle routes to and
from the Project Areas will be allowed unless specific permission has been granted by the Owner.
The ground movement of aircraft shall have the right-of-way at all times,and the Contractor's
vehicles and equipment shall yield to aircraft at all times.
A. Required Escorts:
All construction-related activity taking place within any airport defined movement area requires
the presence of an authorized Airport escort having radio communication with UNICOM unless
prior approval is obtained from Airport Operations. Spotters and/or flaggers having radio or
telephone contact with the Airport may be used with the approval of the on shift Airport
Operations Manager.
vii. Situational Awareness:
Aircraft traffic will be restricted from using existing runways,aprons,and taxiways of the Airport
during the time that work under a contract is being performed.While full closure will remain in
effect for all air traffic through the duration of construction,the Contractor shall,at all times,
conduct work with constant awareness of surroundings.
Vehicle drivers must confirm by personnel observation that no aircraft is approaching their
position(either in the air or on the ground)when given clearance to cross a runway,taxiway,or
any other area open to airport operations. In addition,it is the responsibility of the escort vehicle
driver to verify the movement/position of all escorted vehicles at any given time.
viii.Maintenance of the Secured Area of the Airport.
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Airport owner and contractors must also maintain a high level of security during construction
when access points are created in the security fencing to permit construction vehicle access.
Temporary gates shall be equipped and/or manned by construction personnel to prevent
unauthorized access by vehicles,animals or people.Procedures conforming to Airport security
protocols should be in place to ensure that only authorized persons and vehicles have access to the
AOA and to prohibit"piggybacking"behind another person or vehicle.Access shall be made
available at all times to all airport emergency vehicles traveling to operations areas within the
proximity of the construction work zone.
c.Security.
Airport owner and contractors must take care to maintain security during construction when access
points are created in the security fencing to permit the passage of construction vehicles or personnel.
Procedures should be in place to ensure that only authorized persons and vehicles have access to the
AOA and to prohibit"piggybacking"behind another person or vehicle.
The Contractor shall be required to maintain security and comply with the Airport Security Plan and
the Transportation Security Administration Security Rules and Regulations throughout the duration of
the project. The Contractor and the Surety shall indemnify and save harmless the Owner,Engineer and
third party or political subdivision from any and all breaches of security and shall indemnify the Owner
for any fines,expenses and damages which it may be obliged to pay by reason of any breach of
security resulting from the Contractor's actions at any time during the prosecution of the work.
3.6 WILDLIFE MANAGEMENT.
Construction contractors must carefully control and continuously remove waste or loose materials that might
attract wildlife.Contractor personnel must be aware of and avoid construction activities that can create wildlife
hazards on airports.
a. Trash. Food scraps from construction personnel activity must be collected and disposed of at a
proper facility.
b. Standing water. Water shall not be allowed to collect and pool for more than any single 24-hour
period. Temporary grading may be required to promote drainage.during daily operations as well as
between work phases.
c. Tall grass and seeds.The use of millet seed in turfing and seeding operations shall not be permitted.
d. Poorly maintained fencing and gates.The Contractor shall maintain a constant secure perimeter
to the airfield,including continuous security perimeter fencing and gates(if applicable).
e. Disruption of existing wildlife habitat.Not applicable to this project.
Contractor shall take immediate remedial action to remove wildlife attractants should any occurrence be noted.
Contractor shall immediately report to the Engineer and Owner should any wildlife congregation be noted,and in
particular if mammals enter the airport through the construction gate.
3.7 FOREIGN OBJECT DEBRIS(FOD)MANAGEMENT.
Special care and measures shall be taken to prevent Foreign Object Debris(FOD)damage when working in
an airport environment. Waste and loose materials,commonly referred to as FOD,are capable of causing
damage to aircraft landing gears,propellers,and jet engines. The Contractor shall be responsible for
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implementing an approved FOD Management Plan prior to the start of construction activities.The FOD
Management Plan will have procedures for prevention,regular cleanup,and containment of construction
material and debris.The Contractor will ensure all vehicles related to the construction project using paved
surfaces in the AOA shall be free of any debris that could create a FOD hazard. Special attention will be
given to the cleaning of cracks and pavement joints.All taxiways,aprons,and runways must remain clean.
Waste containers with attached lids shall be required on construction sites.
Special attention should be given to securing lightweight construction material(concrete insulating
blankets,tarps,insulation,etc.). Specific securing procedures and/or chain-link enclosures may be required.
Contractors will provide their own equipment for vehicle and equipment washing and clean up.
Immediate access to a power sweeper is required when construction occurs on any pavement area inside the
AOA,unless an appropriate alternative has been approved by the Owner's Representative and Airport
Operations Manager.
3.8 HAZARDOUS MATERIALS(HAZMAT)MANAGEMENT.
Contractors operating construction vehicles and equipment on the airport must be prepared to expeditiously
contain and clean-up spills resulting from fuel,hydraulic fluid,or other chemical fluid leaks.Transport and
handling of other hazardous materials on an airport also requires special procedures.To that end,the
Contractor is required to develop a spill prevention plan and response procedures for vehicle operations
prior to the start of construction activities.This includes maintenance of appropriate MSDS data and
appropriate prevention and response equipment on-site.
Fueling Procedures and Spill Recovery Procedures shall be in accordance with New York State Fire Code,
latest edition,and the National Fire Protection Association standard procedures for spill response, latest
edition.If fueling is to take place in the staging area,it must be away from catch basins. Contractor must
have spill containment kits on site.
In the event of a fuel spill or the spill of other hazardous materials,the Contractor shall immediately notify
the Owner and the Engineer,the New York State Department of Environmental Conservation,the
Environmental Protection Agency,the Owner and the Engineer.
Contractor shall abide by the specific requirements contained in the Technical Specifications of this
contract.
3.9 NOTIFICATION OF CONSTRUCTION ACTIVITY.
The following is information and procedures for immediate notification of airport users and the FAA of any
conditions adversely affecting the operational safety of the airport.
a. Maintenance of a list of Responsible Representatives/ Point of contact. A list of responsible
representatives and points of contact shall be created by the Engineer, the Airport and the Contractor
prior to the start of construction. This list shall be compiled as part of the project pre-construction
meeting agenda. Procedures will be established to contact all parties,including after regular work hours.
Updates will be made to the list throughout the project duration by the Engineer. Contractor points of
contact shall be incorporated into the contractor's SPCD.
b. Notices to Airman (NOTAM). Only the airport owner may initiate or cancel NOTAMs on airport
conditions, and is the only entity that can close or open a runway or taxiway. The airport owner must
coordinate the issuance, maintenance, and cancellation of NOTAMs about airport conditions resulting
from construction activities with tenants and the local air traffic facility(control tower,approach control,
Section 80,Attachment A Construction Safety Phasing Plan
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or air traffic control center),and must provide information on closed or hazardous conditions on airport
movement areas to the FAA Flight Service Station(FSS)so it can issue a NOTAM.The airport owner
must file and maintain a list of authorized representatives with the FSS. Only the FAA may issue or
cancel NOTAMs on shutdown or irregular operation of FAA owned facilities.Any person having reason
to believe that a NOTAM is missing,incomplete,or inaccurate must notify the airport owner.See Section
3.14 regarding issuing NOTAMs for partially closed runways versus runways with displaced thresholds.
Any NOTAMs for planned airfield closures for this protect must be coordinated through the airport
manager and the airports duly appointed construction management representative.Reference Section
3.2 for planned closures for this project,which require issuance of a NOTAM.
c. Emergency Notification Procedures.In the event of an aircraft emergency,severe weather conditions,
or any issue as determined by the Airport that may affect aircraft operations,the Contractor's personnel
and/or equipment may be required to immediately vacate the area(s) affected.Points of contact for the
various parties involved with the project shall be identified and shared at the pre-construction meeting
among the various parties.Emergency points of contact shall be incorporated into the contractor's SPCD.
d. Accidents.The Contractor shall provide at the site such equipment and medical facilities as are necessary
to supply first aid service to anyone who may be injured in connection with the work. The Contractor
must promptly report in writing to the Engineer all accidents whatsoever arising out of,or in connection
with, the performance for the work, whether on or adjacent to the site which caused death, personal
injury or property damages,giving full details and statements of witnesses.In addition,if death or serious
injuries or serious damages are caused, the accident shall be reported immediately by telephone or
messenger to both the Engineer and the Owner.
If any claim is made by anyone against the Contractor or any Subcontractor on account of any
accident,the Contractor shall promptly report the facts in writing to the Engineer giving full details of
the claims.
e. Coordination with ARFF Personnel. The contractor shall coordinate, through the duly appointed
airport representative, with ARFF personnel, mutual aid providers and other emergency services if
construction requires the following:
• The deactivation and subsequent reactivation of water lines or fire hydrants,or
• The re-routing,blocking and restoration of emergency access routes,or
• The use of hazardous materials on the airfield.
Procedures and methods for addressing any planned or emergency response actions on the airfield
concerning this project shall be established and implemented prior to the start of construction.
e. Notification to the FAA.
L Part 77.Any person proposing construction or alteration of objects that affect navigable airspace,
as defined in Part 77, must notify the FAA. This includes construction equipment and proposed
parking areas for this equipment(i.e.cranes,graders,other equipment)on airports.FAA Form 7460-
1, Notice of Proposed Construction or Alteration, is used for this purpose and submitted to the
appropriated FAA Airports Regional or District Office. A 7460-1 form for this project has been
completed and submitted by the Engineer for using equipment witli a maximum height of 25
feet above existing grade. A new 7460-1 form must be submitted to the FAA for review and
comment for any equipment which the Contractor will use which is taller than the equipment used
in the above 7460-1 submission. The Engineer will be responsible for submitting the new 7460-1
form to the FAA. To that end,the Contractor shall identify the equipment in his SPCD, including
Section 80,Attachment A Construction Safety Phasing Plan
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the maximum height it will extended to during construction,the area(s)in which the equipment will
be used,and the duration the equipment will be used
Part 157.It is not anticipated that Part 157 notifications will be required for this project.
ii. NAVAIDS.For emergency(short-notice)notification about impacts to both airport owned and FAA
owned NAVAIDS,contact: 866-432-2622.
1.Airport owned/FAA maintained.Not applicable.
2.FAA owned.Not applicable.
3.10 INSPECTION REQUIREMENTS.
a.Daily(or more frequent)inspections. Inspections shall be conducted by the Contractor at least daily,
but more frequently if necessary,to ensure conformance with the CSPP.A sample checklist is provided in
Appendix 2 of this document.The Owner's Representative will have full-time inspectors monitoring
activity throughout construction. Promptly take all actions necessary to prevent or remedy any unsafe or
potentially unsafe conditions as soon as they are discovered.
b.Final inspections.A final inspection with the Owner's Representative,Airport and Contractor will take
place prior to allowing airport operations.
3.11 UNDERGROUND UTILITIES.
Special attention shall be given to preventing unscheduled interruption of utility services and facilities.
Where required due to construction purposes,the FAA shall locate all of their underground cables.The
Contractor shall locate and/or arrange for the location of all the underground cables.When an underground
cable is damaged due to the Contractor's negligence the Contractor shall immediately repair the cable
affected at his/her own expense.Full coordination between airport staff,field inspectors,and construction
personnel will be exercised to ensure that all airport power and control cables are fully protected prior to
any excavation. Locations of cabling will be marked prior to beginning excavation.
Prior to opening an excavation,effort shall be made to determine whether underground installation:i.e.,
sewer,water,fuel,electric lines,etc.,will be encountered,and if so,where such underground installations
are located. When the excavation approaches the approximate locations of such an installation,the exact
locations shall be determined by careful hand probing or hand digging,and/or use of a vacuum truck,and
when it is uncovered,adequate protection shall be provided for the existing installation. All known owners
of underground facilities in the area concerned shall be advised of proposed work at least 48 hours prior to
the start of actual excavation.
The information concerning underground utilities was compiled from information and sketches furnished
by or obtained from utility companies and the Airport.The Owner and the Engineer do not guarantee their
accuracy.The Contractor is advised to determine the exact locations from the available sources of
information or provide his own means of detection.The only case in which the Engineer will consider
redesign or relocation of a proposed facility in the project is when an existing utility is located within the
construction limits. In this case,the Engineer will work with the Airport Owner to determine the
appropriate action to resolve the conflict.If such relocation is impossible,the Engineer will consider re-
design or relocation of the proposed facilities.In both cases,Contractor shall be responsible for all
underground utilities and shall not be separately compensated for delays or extra cost.
Note that Dig Safely New York(DSNY)services do not include locating FAA and Owner facilities.
Section 80, Attachment A Construction Safety Phasing Plan
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3.12 PENALTIES.
Failure on the part of the contractor to adhere to prescribed requirements may have consequences that
jeopardize the health,safety or lives of customers and employees at the airport.The Airport may issue
warnings on the first offense based upon the circumstances of the incident.Individuals involved in non-
compliance violations may be required to surrender their Airport ID badges and/or be prohibited from
working at the airport,pending an investigation of the matter.
Penalties for violations related to airport safety and security procedures will be established by the Airport.
Note:project shutdown or misdemeanor citations may be issued on a first offense.When construction
operations are suspended,activity shall not resume until all deficiencies are rectified.
3.13 SPECIAL CONDITIONS.
In the event of an aircraft emergency,the Contractor's personnel and/or equipment may be required to
immediately vacate the area.The Contractor will receive notification from airport operations when special
conditions require the construction site to be vacated.In any event,extreme care should be exercised
should construction personnel identify any ARFF(Airport Rescue and Fire-Fighting)or other emergency or
rescue vehicle moving toward the Runway with emergency lights displayed.This will generally mean that
an emergency situation is imminent.
Special conditions that could require suspension of the construction work include the following: aircraft in
distress,aircraft accident,security breach,VIP operation,vehicle/pedestrian deviation,severe weather,or
failing to abide by this Construction Safety and Phasing Plan and/or the Safety Plan Compliance
Document.
3.14 RUNWAY AND TAXIWAY VISUAL AIDS.
This topic includes marking,lighting,signs,and visual NAVAIDs.Those areas where aircraft will be
operating shall be clearly and visibly separated from construction areas,including closed runways.
Throughout the duration of the construction project,the Contractor shall inspect and verify that these areas
remain clearly marked and visible at all times and that marking,lighting,signs and visual NAVAIDs
remain in place and operational.
a.General.Airport markings, lighting,signs,and visual NAVAIDs must be clearly visible to pilots,not
misleading,confusing,or deceptive.All must be secured in place to prevent movement by prop wash,
jet blast,wing vortices,or other wind currents and constructed of materials that would minimize damage
to an aircraft in the event of inadvertent contact.
Marking and lighting for a temporary threshold is not required.
b.Markings.Markings must be in compliance with the standards of AC 150/5340-1, Standards for Airport
Markings,current edition,and the drawings and technical specifications of this project.
c.Lighting and visual NAVAIDs.All taxiway edge lights in those sections of taxiways closed to aircraft
traffic will be either de-energized or blacked out by use of an appropriately cut length of PVC pipe.
d. Signs.Signs must be in conformance with AC 150/5345-44,Specification for Runway and Taxiway Signs
and AC 150/5340-18,Standard for Airport Sign Systems,current edition.
e.Maintenance of Airport Lighting. All existing airfield lighting circuits shall be maintained in full
operation throughout the period of this Contract. Where disconnections are required,such work shall be
Section 80, Attachment A Construction Safety Phasing Plan
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scheduled at such times and in such a manner as approved by the Owner. The Contractor is required to
allow the full use of airfield lighting circuits in open movement areas during night operations and during
periods of low visibility. The Contractor shall provide such temporary lights and cables as required to
maintain full use of existing airfield lighting circuits. Temporary above ground lighting cables,if
approved,shall be delineated with stakes and flagging at the direction of the Engineer.
All circuits in the vicinity of the work area shall be tested prior to,during and after construction. The
Contractor shall furnish all necessary equipment and appliances for testing the airport electrical systems
and underground cable circuits as specified below. The Contractor shall perform all tests in the
presence of the Engineer. The Contractor shall demonstrate the electrical characteristics to the
satisfaction of the Engineer. All costs for testing are incidental and shall be at the sole expense of the
Contractor. For phased projects,the tests must be completed by phase and results meeting the
specifications below must be maintained by the Contractor throughout the entire project as well as
during the ensuing warranty period.
Earth resistance testing methods shall be submitted to the Engineer for approval.Earth resistance testing
results shall be recorded on an approved form and testing shall be performed in the presence of the
Engineer.All such testing shall be at the sole expense of the Contractor.
Should the counterpoise or ground grid conductors be damaged or suspected of being damaged by
construction activities the Contractor shall test the conductors for continuity with a low resistance
ohmmeter.The conductors shall be isolated such that no parallel path exists and tested for continuity.
The Engineer shall approve of the test method selected.All such testing shall be at the sole expense of
the Contractor.
The test equipment for insulation resistance shall be an insulation resistance tester(1,OOOV megger)
with a digital readout.The instrument shall provide a 500 volt test for insulation resistance with a meter
range of 0 to 500 megohms.The Contractor shall test,demonstrate and record to the satisfaction of the
Engineer the following:
a. Test Requirements Prior to Construction.
(1) Test all circuits within the work area for continuity and insulation resistance to ground,at the
electrical building,in the presence of the Engineer and the Owner.
(2) Provide a copy of the test results to the Engineer and the Owner.
(3) Check that all circuits are properly connected in accordance with applicable wiring diagrams.
b. Test Requirements During Construction. Circuit testing during construction shall be as directed and
witnessed by the Engineer when the Contractor is working on existing circuitry or excavating adjacent
to or near existing circuitry.Circuit testing during construction will not be required during the times
when the Contractor's operations do not effect existing airfield lighting circuitry. It is the intent of this
section to ensure that airfield lighting circuitry remains operational throughout the duration of the
Contract.
(1) Test all circuits within the work area for continuity and insulation resistance to ground at the
electrical building,prior to energizing any circuit.
(2) Insure that all circuits within the work area are operational,prior to the Contractor leaving the
project at the end of the work day. Specific times for circuit checks will be determined by the
Engineer relative to the Contractor's work hours each day.
Section 80,Attachment A Construction Safety Phasing Plan
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(3) Segment test new non-grounded series circuits during installation. Length of cable segment tested
shall not have more than five(5)splices,light units and/or electrical equipment between the ends
being tested.Insulation resistance to ground shall be not less than 500 megohms.
(4) Insure that the insulation resistance to ground of each segment of new non-grounded conductors of
multiple conductor circuits is not less than 500 megohms.
(5) That the impedance to ground of each ground rod does not exceed 25 ohms prior to establishing
connections to other ground electrodes or equipment. The fall-of-potential ground impedance test
shall be utilized,as described by ANSI/IEEE Standard 81,to verify this requirement. Ground rods
testing higher than 25 ohms shall have a minimum extension of two feet of ground rod added,
driven to the proper elevation and re-tested. Extensions shall be attached by exothermic methods
and re-testing performed until the tests show 25 ohms resistance or less. Tests shall not be
performed within 72 hours after a rain storm has ended or when standing water is present around
the ground rod.
(6) Insure that all circuits are properly connected in accordance with applicable wiring diagrams.
(7) The Contractor shall test all circuits within the work area for continuity after backfilling cable
trenches.The reading shall be logged and provided to the Engineer prior to payment of cable
items.
(8) Provide a copy of all test results to Engineer and Owner on a daily basis.
c. Test Requirements at the Completion of the Project. The Contractor shall test and demonstrate to the
satisfaction of the Engineer the following:
(1) Test all circuits within the work area for continuity and insulation resistance to ground,at the
electrical building, in the presence of the Engineer and the Owner.
(2) That all original lighting power and control circuits are continuous and insulation resistance to
ground is not lower than before construction.
(3) That all affected lighting power and control circuits(existing and new)are continuous and free
from short circuits.
(4) That all affected circuits(existing and new)are free from unspecified grounds.
(5) That the insulation resistance to ground of all new non-grounded series circuits or cable segments
is not less than 50 megohms.
(6) That the insulation resistance to ground of all non-grounded conductors of new multiple circuits or
circuit segments is not less than 50 megohms.
(7) That all affected circuits(existing and new)are properly connected in accordance with applicable
wiring diagrams.
(8) That all affected circuits(existing and new)are operable.Tests shall be conducted that include
operating each control not less than 10 times and the continuous operation of each lighting and
power circuit for not less than 1/2 hour.
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The Contractor shall be responsible for maintaining an insulation resistance of 50 megohms minimum,with
isolation transformers connected,in new circuits and new segments of existing circuits through the end of
the contract warranty period.
Two copies of tabulated results of all cable tests performed shall be supplied by the Contractor to the
Engineer.Where connecting new cable to existing cable,ground resistance tests shall be performed on the
new cable prior to connection to the existing circuit.
3.15 MARKING AND SIGNS FOR ACCESS ROUTES.
Location of haul routes on the airport site shall be as specified in the project drawing set and as provided
graphically in the attached exhibits,reference Appendix 1.It shall be the Contractor's responsibility to
coordinate off-site haul routes with the appropriate owner who has jurisdiction over the affected route.The
haul routes,to the extent possible,shall be marked and signed in accordance with FAA airfield signage
requirements,the Federal Highway Administration Manual on Uniform Traffic Control Devices(MUTCD)
and/or state highway specifications,as applicable.
3.16 HAZARD MARKING AND LIGHTING.
a.Purpose.Hazard marking and lighting prevents pilots from entering areas closed to aircraft,and
prevents construction personnel from entering areas open to aircraft.To that end,comprehensible warning
indicators for any area affected by construction that is normally accessible to aircraft,personnel,or vehicles
shall be installed and maintained by the Contractor for the duration of construction operations.
b.Equipment.Low Profile Barricades of the type detailed in the project drawings with red omnidirectional
flashing lights shall be placed outside the safety area of intersecting taxiways at the edge of the closed
airfield surfaces and the project work limits. Layout locations for this equipment are as shown on the
Construction Safety Drawings and attached exhibits,reference Appendix 1.
Plastic Drum Type Barricades of the type detailed in the project drawings with omnidirectional flashing
lights shall be placed.Layout locations for this equipment are as shown on the Construction Safety
Drawings and attached exhibits,reference Appendix 1.
The Contractor shall have a person on call 24 hours a day for emergency maintenance of airport hazard
lighting and barricades.The Contractor must file the contact person's information with the airport owner.
Lighting should be checked for proper operation at least once per day,preferably at dusk.
3.17 PROTECTION OF AIRFIELD AREAS.
Safety area encroachments,improper ground vehicle operations and unmarked or uncovered holes and
trenches in the vicinity of aircraft operation surfaces and construction areas are the three most recurring
threats to safety during construction.Protection of runway and taxiway safety areas,object free areas,
obstacle free zones,and approach/departure surfaces shall be a standing requirement for the duration of
construction operations.
a.Runway Safety Area(RSA).A runway safety area is the defined surface surrounding the runway
prepared or suitable for reducing the risk of damage to airplanes in the event of an undershoot,overshoot,
or excursion from the runway by aircraft.
RSA Distance from
Runway Aircraft Centerline RSA Width RSA Length from
Design Group RSA Holdlme End of Runway
12-30 A-1 60 ft. 240 ft. 120 ft. 240 ft.
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7-25 1 A-1 160 ft. 240 ft 1 120 ft 1240 ft
No construction may occur within the existing RSA while the runway is open.Any construction between
RSA and Holdline must be approved with Airport Operations prior to starting work.
The airport owner must coordinate any adjustment of RSA dimensions,to meet the above requirement,
with the appropriate FAA Airports Regional or District Office and the local FAA air traffic manager and
issue a NOTAM.
Open trenches or excavations are not permitted within the RSA while the runway is open.The Contractor
must backfill trenches before the runway is opened. Coverings are not allowed in runway safety areas.
There shall be no stockpiled materials or equipment stored within the limits of the RSA.
After the Runway has been closed,Contractors must prominently mark open trenches and excavations at
the construction site with red or orange flags,as approved by the airport owner,and light them with red
lights during hours of restricted visibility or darkness.
Soil erosion must be controlled to maintain RSA standards,that is,the RSA must be cleared and graded
and have no potentially hazardous ruts,humps,depressions, or other surface variations,and capable,under
dry conditions,of supporting snow removal equipment,aircraft rescue and firefighting equipment,and the
occasional passage of aircraft without causing structural damage to the aircraft.
b.Runway Object Free Area(ROFA).Construction,including excavations,may be permitted in the
ROFA.However,equipment must be removed from the ROFA when not in use,and material should not be
stockpiled in the ROFA if not necessary.Stockpiling material in the OFA requires submittal of a 7460-1
form and justification provided to the appropriate FAA Airports Regional or District Office for approval.
Aircraft ROFA Distance from ROFA Length from End of
Runway Design GroupCenterline ROFA Width Runway
12-30 A-1 125 ft. 250 ft. 240 ft.
7-25 A-1 125 ft. 250 ft. 240 ft.
e. Obstacle Free Zone(OFZ).Construction personnel,material,and/or equipment may not penetrate the
OFZ while the runway is open for aircraft operations.The OFZ is a defined volume of airspace centered
about and above the runway centerline.
3.18 OTHER LIMITATIONS ON CONSTRUCTION.
A. Prohibitions.The following prohibitions are in effect for the duration of this project:
1. No use of tall equipment(cranes,concrete pumps, and so on)unless a 7460-1 determination letter
is issued for such equipment.
2. No use of open flame welding or torches unless fire safety precautions are provided and the airport
owner has approved their use.
3. No use of electrical blasting caps or explosives of any kind on or within 1,000 ft (300 m) of the
airport property.
4. No use of flare pots within the AOA.
B. Restrictions.
i. Construction suspension required during specific airport operations—Not Applicable
ii. Areas that cannot be worked on simultaneously—Not Applicable
iii. Day or night construction restrictions—Not Applicable
Section 80,Attachment A Construction Safety Phasing Plan
-18-
Where work on this Contract is not scheduled for night work and the Contractor requests and
receives permission to work at night,there will be no additional compensation allowed for the extra
costs associated with night work.
iv. Seasonal Construction Restrictions—Not Applicable
Section 80,Attachment A Construction Safety Phasing Plan
-19-
APPENDIX 1
GENERAL AND WORD PHASING PLAN AND DETAILS
(Sheet GC-101 of the Contract Drawings)
APPENDIX
CONSTRUCTION PROJECT DAILY SAFETY INSPECTION CHECKLIST
Construction Proiect Daily Safety Inspection Checklist
The situations identified below are potentially hazardous conditions that may occur during airport construction projects.
Safety Area encroachments,unauthorized and improper ground vehicle operations,and unmarked or uncovers holes and
trenches near aircraft operating surfaces pose the most prevalent threats to airport operational safety during airport
construction projects. The list below is one tool that the contractor may use to aid in identifying and correcting potentially
hazardous conditions.
Potentially Hazardous Conditions
:Item- - _ __ :Action Required ``None;
Excavation adjacent to runways,taxiways, and aprons ❑
improperly backfilled.
Mounds of earth,construction materials,temporary
structures,and other obstacles near any open runway,
taxiway,or taxi lane;in the related Object Free area and ❑
aircraft approach or departure areas/zones;or obstructing
any sign or marking.
Runway resurfacing projects resulting in lips exceeding 3 in ❑
(7.6 cm)from pavement edges and ends.
Heavy equipment(stationary or mobile)operating or idle
near AOA,in runway approaches and departures areas,or in ❑
OFZ.
Equipment or material near NAVAIDs that may degrade or
impair radiated signals and/or the monitoring of navigation ❑
and visual aids. Unauthorized or improper vehicle
operations in localizer or glide slope critical areas,resulting
in electronic interference and/or facility shutdown.
Tall and especially relatively low visibility units(that is,
equipment with slim profiles)–cranes,drills,and similar ❑
objects—located in critical areas,such as OFZ and approach
zones.
Improperly positioned or malfunctioning lights or unlighted
airport hazards,such as holes or excavations,on an apron, ❑
open taxiway,or open taxi lane or in related safety,
approach,or departure area.
Obstacles,loose pavement,trash,and other debris on or near
AOA. Construction debris(gravel,sand,mud,paving
materials)on airport pavements may result in aircraft ❑
propeller,turbine engine,or tire damage. Also,loose
materials may blow about,potentially causing personal
injury or equipment dams e.
Section 80,Attachment A Construction Safety Phasing Plan
A2-1
1
Items-s;. Action Required. �n-or- ,Nona
Inappropriate or poorly maintained fencing during
construction intended to deter human and animal intrusions ❑
into the AOA.Fencing and other markings that are
inadequate to separate construction areas from open AOA
create aviation hazards.
Improper or inadequate marking or lighting of runways
(especially thresholds that have been displaced or runways
that have been closed)and taxiways that could cause pilot
confusion and provide a potential for a runway incursion. ❑
Inadequate or improper methods of marking,barricading,
and lighting of temporarily closed portions of AOA create
aviation hazards.
Wildlife attractants—such as trash(food scraps not
collected from construction personnel activity),grass seeds,
tall grass,or standing water—on or near airports.
Obliterated or faded temporary markings on active ❑
operational areas.
Misleading or malfunctioning obstruction lights.Unlighted
or unmarked obstructions in the approach to any open ❑
runway pose aviation hazards.
Failure to issue,update,or cancel NOTAMs about airport or
runway closures or other construction related airport ❑
conditions.
Failure to mark and identify utilities or power cables.
Damage to utilities and power cables during construction
activity can result in the loss of runway/taxiway lighting; ❑
loss of navigation,visual,or approach aids;disruption of
weather reporting services;and/or loss of communications.
Restrictions on ARFF access from fire stations to the
runway/taxiway system or airport buildings.
Lack of radio communications with construction vehicles in ❑
airport movement areas.
Objects,regardless of whether they are marked or flagged,
or activities anywhere on or near an airport that could be ❑
distracting,confusing,or alarming to pilots during aircraft
operations.
Section 80,Attachment A Construction Safety Phasing Plan
A2-2
Vr None
Water,snow,dirt,debris,or other contaminants that
temporarily obscure or derogate the visibility of
runway/taxiway marking,lighting,and pavement edges. ❑
Any condition or factor that obscures or diminishes the
visibility of areas under construction.
Spillage from vehicles(gasoline,diesel fuel,oil)on active
pavement areas,such as runways,taxiways,aprons,and ❑
airport roadways.
Failure to maintain drainage system integrity during
construction(for example,no temporary drainage provided
when working on a drainage system).
Failure to provide for proper electrical lockout and tagging
procedures.At larger airports with multiple maintenance ❑
shifts/workers,construction contractors should make
provisions for coordinating work on circuits.
Failure to control dust.Consider limiting the amount of area ❑
from which the contractor is allowed to strip turf.
Exposed wiring that creates an electrocution or fire ignition
hazard.Identify and secure wiring,and place it in conduit or ❑
bury it.
Site burning,which can cause possible obscuration. ❑
Construction work taking place outside of designated work ❑
areas and out of phase.
Section 80,Attachment A Construction Safety Phasing Plan
A2-3
APPENDIX 3
CONTRACTORS SAFETY PLAN COMPLIANCE DOCUMENT(SPCD)
(The SPCD Certification is located in the Proposal Section)
SAFETY PLAN COMPLIANCE DOCUMENT (SPCD)
Project Location:
Project Name:
General Statement:
The Construction Safety and Phasing Plan(CSPP), identified as Attachment"A"to Section 80,has been
prepared in accordance with FAA Advisory Circular 150/5370-2F, Operational Safety on Airports During
Construction and the requirements of the Air port Owner. The CSPP has been submitted to the FAA for
review and comment.Any comments from the FAA which were received prior to bid opening have been
incorporated into the CSPP.
In the event that the FAA transmits comments which require that the CSPP be revised after bid opening,I
understand that I am obligated to abide by the conditions and statements contained in the revised CSPP.I
further understand that I will be given the opportunity to evaluate the revised CSPP as it relates to my
contract and request appropriate compensation in accordance with the provisions of the contract.
Supplemental Information:
Where the CSPP covers a subject and no additional information is needed, the statement below reads,"No
supplemental information required".Where additional information is required by the Contractor,the
information shall be provided in the spaces below.
The section numbers below correspond with the section numbers in the CSPP.
3.1 Coordination
Statement: [Explain how you will distribute information and details of meetings to employees
and subcontractors.]
3.2 Phasing
Statement: [List the number of days each Work Area will take. State the time day work will start
and finish for each work area.]
3.3 Areas and operations affected by the construction activity
Statement: Information is provided in the CSPP.No supplemental information is required.
3.4 Protection of NAVAIDs
Statement: Information is provided in the CSPP.No supplemental information is required.
3.5 Contractor Access
Security Statement: [Explain how you will maintain integrity of the airport security fence at the
access gate, e.g.: Gate guards, closed and locked gates,temporary fencing, etc.]
Training Statement: [List individuals who will receive driver training(for certificated airports
and as requested.]
Communication Statement: [Identify types of radios, if any,you will use to communicate with
drivers and personnel. Identify who will be monitoring radios. Identify a contact person and
phone number if ATCT cannot reach the contractor's designated person by radio.]
Escort Statement: [Identify who will escort material delivery vehicles.]
3.6 Wildlife Management
Statement: [Identify who will be monitoring wildlife in the construction area. Identify who will
be monitoring wildlife at the construction gate.]
3.7 Foreign Object Debris (FOD)Management
Statement: [Identify who will be preparing a FOD Management Plan. (Plan must be approved
prior to the start of construction activities.)]
3.8 Hazardous material (HAZMA'T) management
Statement: [Identify who will be preparing a Spill Prevention Plan. (Plan must be approved prior
to the start of construction activities.)]
3.9 Notification of construction activities. Provide the following:
Key Personnel Statement: [Identify your key personnel points of contact with phone numbers.]
Emergency Contacts Statement: [Identify your emergency contacts with 24 hour phone
numbers.]
Equipment Statement: [Part 77: Identify equipment you will be using that is taller than 25 feet,
including on-site batch plants. Identify the maximum height it will be extended to during
construction for each Work Area and the expected duration. Identify when during the day it will
be used.]
3.10 Inspection requirements.
Statement: [Identify the person who will be responsible for daily inspections to ensure
conformance with the CSPP. Describe additional inspections you will employ,if any,to ensure
conformance.]
3.11 Underground utilities.
Statement: [Discuss proposed methods of identifying and protecting underground utilities.]
3.12 Penalties
Statement: Information is provided in the CSPP No supplemental information is required.
3.13 Special conditions.
Statement: [Identify who will be responsible for moving equipment and personnel from the work
area and vacating the area in the event of a special condition listed in the CSPP.]
3.14 Runway and taxiway visual aids.Including marking, lighting, signs, and visual NAVAIDs.
Statement: Information is provided in the CSPP.No supplemental information is required.
3.15 Marking and signs for access routes. Discuss proposed methods of demarcating access routes
for vehicle drivers.
Statement: Information is provided in the CSPP.No supplemental information is required.
3.16 Hazard marking and lighting.
Statement: [Identify who will be responsible for maintaining hazard marking and lighting.
Include a 24 hour phone number.]
3.17 Protection of taxiway and runway safety areas. Include object free areas, obstacle free zones,
approach/departure surfaces and safety areas as required. Discuss proposed methods of
identifying, demarcating, and protecting airport surfaces including:
Equipment and methods for maintaining Taxiway/Taxilane Safety Area standards.
Statement: Information is provided in the CSPP.No supplemental information is required.
Equipment and methods for separation of construction operations from aircraft operations,
including details of barricades.
Statement: Information is provided in the CSPP.No supplemental information is required.
3.18 Other limitations on construction.
Other limitations are identified in the CSPP and do not require an entry in this document.
APPENDIX 4
SPOIL DEPOSITION RELEASE FORM
SPOILS DEPOSITION RELEASE FORINT
To: Town of Southold/Fishers Island Ferry District (OWNER), and
C&S Engineers Inc (ENGINEER).
Project: Airfield Electrical Vault Rehabilitation
This SPOILS DEPOSITION RELEASE FORM is being forwarded to the above referenced OWNER and
ENGINEER to satisfy the Contract Documents governing the above referenced project. Pursuant to the
Contract Documents, LANDOWNER has granted permission to CONTRACTOR to deposit spoils at
LANDOWNER'S property located at
(give specific location).
Further, CONTRACTOR hereby agrees to the greatest extent of the law, to release, indemnify, hold
harmless, and defend the OWNER and ENGINEER from any and all damage, liability, or cost(including
reasonable attorney's fees and cost of defense)to the extent caused by or arising out of the deposition of the
spoils on LANDOWNER'S property.
CONTRACTOR: LANDOWNER:
Signature Signature
Written Name&Title Written Name&Title
Company Name Company Name
Mailing Address(Street Name and Number) Mailing Address(Street Name and Number)
City, State,Zip Code City, State,Zip Code
Daytime Phone Number(Include Area Code) Daytime Phone Number(Include Area Code)
Date Date
Elizabeth Field Airport Airfield Electrical Vault Rehabilitation
Section 90 Measurement and Payment
90-01 Measurement of quantities. All work completed under the contract will be measured by the
Engineer,or his or her authorized representatives,using United States Customary Units of Measurement
or the International System of Units.
The method of measurement and computations to be used in determination of quantities of material
furnished and of work performed under the contract will be those methods generally recognized as
conforming to good engineering practice.
Unless otherwise specified, longitudinal measurements for area computations will be made horizontally,
and no deductions will be made for individual fixtures(or leave-outs)having an area of 9 square feet(0.8
square meters)or less.Unless otherwise specified,transverse measurements for area computations will be
the neat dimensions shown on the plans or ordered in writing by the Engineer.
Structures will be measured according to neat lines shown on the plans or as altered to fit field conditions.
Unless otherwise specified, all contract items which are measured by the linear foot such as electrical
ducts, conduits,pipe culverts,underdrains, and similar items shall be measured parallel to the base or
foundation upon which such items are placed.
In computing volumes of excavation the average end area method or other acceptable methods will be
used.
The thickness of plates and galvanized sheet used in the manufacture of corrugated metal pipe,metal
plate pipe culverts and arches, and metal cribbing will be specified and measured in decimal fraction of
inch.
The term "ton"will mean the short ton consisting of 2,000 lb(907 kg) avoirdupois.All materials that are
measured or proportioned by weights shall be weighed on accurate, approved scales by competent,
qualified personnel at locations designed by the Engineer.If material is shipped by rail,the car weight
may be accepted provided that only the actual weight of material is paid for. However, car weights will
not be acceptable for material to be passed through mixing plants.Trucks used to haul material being paid
for by weight shall be weighed empty daily at such times as the Engineer directs,and each truck shall
bear a plainly legible identification mark.
Materials to be measured by volume in the hauling vehicle shall be hauled in approved vehicles and
measured therein at the point of delivery.Vehicles for this purpose may be of any size or type acceptable
for the materials hauled,provided that the body is of such shape that the actual contents may be readily
and accurately determined. All vehicles shall be loaded to at least their water level capacity, and all loads
shall be leveled when the vehicles arrive at the point of delivery.
When requested by the Contractor and approved by the Engineer in writing,material specified to be
measured by the cubic yard(cubic meter)may be weighed, and such weights will be converted to cubic
yards (cubic meters) for payment purposes. Factors for conversion from weight measurement to volume
measurement will be determined by the Engineer and shall be agreed to by the Contractor before such
method of measurement of pay quantities is used.
Bituminous materials will be measured by the gallon(liter)or ton(kg). When measured by volume, such
volumes will be measured at 60°F (16°C)or will be corrected to the volume at 60°F(16°C)using ASTM
D1250 for asphalts or ASTM D633 for tars.
2015 GP 90-1
Elizabeth Field Airport Airfield Electrical Vault Rehabilitation
Net certified scale weights or weights based on certified volumes in the case of rail shipments will be
used as a basis of measurement, subject to correction when bituminous material has been lost from the car
or the distributor,wasted, or otherwise not incorporated in the work.
When bituminous materials are shipped by truck or transport,net certified weights by volume, subject to
correction for loss or foaming,may be used for computing quantities.
Cement will be measured by the ton(kg) or hundredweight(km).
Timber will be measured by the thousand feet board measure(MFBM) actually incorporated in the
structure.Measurement will be based on nominal widths and thicknesses and the extreme length of each
piece.
The term"lump sum"when used as an item of payment will mean complete payment for the work
described in the contract.
When a complete structure or structural unit(in effect, "lump sum"work)is specified as the unit of
measurement,the unit will be construed to include all necessary fittings and accessories.
Rental of equipment will be measured by time in hours of actual working time and necessary traveling
time of the equipment within the limits of the work. Special equipment ordered by the Engineer in
connection with force account work will be measured as agreed in the change order or supplemental
agreement authorizing such force account work as provided in the subsection 90-05 titled PAYMENT
FOR EXTRA WORK of this section.
When standard manufactured items are specified such as fence,wire,plates,rolled shapes,pipe conduit,
etc., and these items are identified by gauge,unit weight, section dimensions, etc., such identification will
be considered to be nominal weights or dimensions. Unless more stringently controlled by tolerances in
cited specifications,manufacturing tolerances established by the industries involved will be accepted.
Scales for weighing materials which are required to be proportioned or measured and paid for by weight
shall be furnished, erected, and maintained by the Contractor, or be certified permanently installed
commercial scales.
Scales shall be accurate within 1/2%of the correct weight throughout the range of use.The Contractor
shall have the scales checked under the observation of the inspector before beginning work and at such
other times as requested. The intervals shall be uniform in spacing throughout the graduated or marked
length of the beam or dial and shall not exceed one-tenth of 1%of the nominal rated capacity of the scale,
but not less than 1 pound(454 grams).The use of spring balances will not be permitted.
Beams, dials,platforms, and other scale equipment shall be so arranged that the operator and the inspector
can safely and conveniently view them.
Scale installations shall have available ten standard 50-pound(2.3 km)weights for testing the weighing
equipment or suitable weights and devices for other approved equipment.
Scales must be tested for accuracy and serviced before use at a new site. Platform scales shall be installed
and maintained with the platform level and rigid bulkheads at each end.
Scales"overweighing" (indicating more than correct weight)will not be permitted to operate, and all
materials received subsequent to the last previous correct weighting-accuracy test will be reduced by the
percentage of error in excess of one-half of 1%.
2015 GP 90-2
Elizabeth Field Airport Airfield Electrical Vault Rehabilitation
In the event inspection reveals the scales have been underweighing(indicating less than correct weight),
they shall be adjusted,and no additional payment to the Contractor will be allowed for materials
previously weighed and recorded.
All costs in connection with furnishing, installing, certifying,testing, and maintaining scales; for
furnishing check weights and scale house; and for all other items specified in this subsection,for the
weighing of materials for proportioning or payment, shall be included in the unit contract prices for the
various items of the project.
When the estimated quantities for a specific portion of the work are designated as the pay quantities in the
contract,they shall be the final quantities for which payment for such specific portion of the work will be
made,unless the dimensions of said portions of the work shown on the plans are revised by the Engineer.
If revised dimensions result in an increase or decrease in the quantities of such work,the final quantities
for payment will be revised in the amount represented by the authorized changes in the dimensions.
90-02 Scope of payment.The Contractor shall receive and accept compensation provided for in the
contract as full payment for furnishing all materials, for performing all work under the contract in a
complete and acceptable manner, and for all risk, loss, damage, or expense of whatever character arising
out of the nature of the work or the execution thereof, subject to the provisions of the subsection 70-18
titled NO WAIVER OF LEGAL RIGHTS of Section 70.
When the"basis of payment" subsection of a technical specification requires that the contract price,(price
bid)include compensation for certain work or material essential to the item,this same work or material
will not also be measured for payment under any other contract item which may appear elsewhere in the
contract,plans, or specifications.
90-03 Compensation for altered quantities. When the accepted quantities of work vary from the
quantities in the proposal,the Contractor shall accept as payment in full, so far as contract items are
concerned,payment at the original contract price for the accepted quantities of work actually completed
and accepted.No allowance, except as provided for in the subsection 40-02 titled ALTERATION OF
WORK AND QUANTITIES of Section 40 will be made for any increased expense, loss of expected
reimbursement, or loss of anticipated profits suffered or claimed by the Contractor which results directly
from such alterations or indirectly from his or her unbalanced allocation of overhead and profit among the
contract items,or from any other cause.
90-04 Payment for omitted items.As specified in the subsection 40-03 titled OMITTED ITEMS of
Section 40,the Engineer shall have the right to omit from the work(order nonperformance) any contract
item, except major contract items, in the best interest of the Owner.
Should the Engineer omit or order nonperformance of a contract item or portion of such item from the
work,the Contractor shall accept payment in full at the contract prices for any work actually completed
and acceptable prior to the Engineer's order to omit or non-perfonn such contract item.
Acceptable materials ordered by the Contractor or delivered on the work prior to the date of the
Engineer's order will be paid for at the actual cost to the Contractor and shall thereupon become the
property of the Owner.
In addition to the reimbursement hereinbefore provided,the Contractor shall be reimbursed for all actual
costs incurred for the purpose of performing the omitted contract item prior to the date of the Engineer's
order. Such additional costs incurred by the Contractor must be directly related to the deleted contract
item and shall be supported by certified statements by the Contractor as to the nature the amount of such
costs.
2015 GP 90-3
Elizabeth Field Airport Airfield Electrical Vault Rehabilitation
90-05 Payment for extra work. Extra work,performed in accordance with the subsection 40-04 titled
EXTRA WORK of Section 40,will be paid for at the contract prices or agreed prices specified in the
change order or supplemental agreement authorizing the extra work.
90-06 Partial payments. Partial payments will be made to the Contractor at least once each month as the
work progresses. Said payments will be based upon estimates,prepared by the Engineer, of the value of
the work performed and materials complete and in place, in accordance with the contract,plans, and
specifications. Such partial payments may also include the delivered actual cost of those materials
stockpiled and stored in accordance with the subsection 90-07 titled PAYMENT FOR MATERIALS ON
HAND of this section.No partial payment will be made when the amount due to the Contractor since the
last estimate amounts to less than five hundred dollars.
The Contractor is required to pay all subcontractors for satisfactory performance of their contracts no later
than 15 days after the Contractor has received a partial payment. The Owner must ensure prompt and full
payment of retainage from the prime Contractor to the subcontractor within 15 days after the
subcontractor's work is satisfactorily completed.A subcontractor's work is satisfactorily completed when
all the tasks called for in the subcontract have been accomplished and documented as required by the
Owner. When the Owner has made an incremental acceptance of a portion of a prime contract,the work
of a subcontractor covered by that acceptance is deemed to be satisfactorily completed.
From the total of the amount determined to be payable on a partial payment,percent of such total amount
will be deducted and retained by the Owner until the final payment is made, except as may be provided
(at the Contractor's option) in the subsection 90-08 titled PAYMENT OF WITHHELD FUNDS of this
section.The balance, 5% of the amount payable,less all previous payments, shall be certified for
payment. Should the Contractor exercise his or her option, as provided in the subsection 90-08 titled
PAYMENT OF WITHHELD FUNDS of this section,no such percent retainage shall be deducted.
When at least 95% of the work has been completed,the Engineer shall, at the Owner's discretion and with
the consent of the surety,prepare estimates of both the contract value and the cost of the remaining work
to be done.
The Owner may retain an amount not less than twice the contract value or estimated cost,whichever is
greater, of the work remaining to be done. The remainder,less all previous payments and deductions,will
then be certified for payment to the Contractor.
It is understood and agreed that the Contractor shall not be entitled to demand or receive partial payment
based on quantities of work in excess of those provided in the proposal or covered by approved change
orders or supplemental agreements, except when such excess quantities have been determined by the
Engineer to be a part of the final quantity for the item of work in question.
No partial payment shall bind the Owner to the acceptance of any materials or work in place as to quality
or quantity. All partial payments are subject to correction at the time of final payment as provided in the
subsection 90-09 titled ACCEPTANCE AND FINAL PAYMENT of this section.
The Contractor shall deliver to the Owner a complete release of all claims for labor and material arising
out of this contract before the final payment is made. If any subcontractor or supplier fails to furnish such
a release in full,the Contractor may furnish a bond or other collateral satisfactory to the Owner to
indemnify the Owner against any potential lien or other such claim. The bond or collateral shall include
all costs, expenses, and attorney fees the Owner may be compelled to pay in discharging any such lien or
claim.
2015 GP 90-4
Elizabeth Field Airport Airfield Electrical Vault Rehabilitation
90-07 Payment for materials on hand. Partial payments may be made to the extent of the delivered cost
of materials to be incorporated in the work,provided that such materials meet the requirements of the
contract,plans, and specifications and are delivered to acceptable sites on the airport property or at other
sites in the vicinity that are acceptable to the Owner. Such delivered costs of stored or stockpiled
materials may be included in the next partial payment after the following conditions are met:
a. The material has been stored or stockpiled in a manner acceptable to the Engineer at or on an
approved site.
b. The Contractor has furnished the Engineer with acceptable evidence of the quantity and quality of
such stored or stockpiled materials.
c. The Contractor has furnished the Engineer with satisfactory evidence that the material and
transportation costs have been paid.
d. The Contractor has furnished the Owner legal title(free of liens or encumbrances of any kind)to
the material so stored or stockpiled.
e. The Contractor has furnished the Owner evidence that the material so stored or stockpiled is
insured against loss by damage to or disappearance of such materials at any time prior to use in
the work.
It is understood and agreed that the transfer of title and the Owner's payment for such stored or stockpiled
materials shall in no way relieve the Contractor of his or her responsibility for furnishing and placing such
materials in accordance with the requirements of the contract,plans, and specifications.
In no case will the amount of partial payments for materials on hand exceed the contract price for such
materials or the contract price for the contract item in which the material is intended to be used.
No partial payment will be made for stored or stockpiled living or perishable plant materials.
The Contractor shall bear all costs associated with the partial payment of stored or stockpiled materials in
accordance with the provisions of this subsection.
90-08 Payment of withheld funds. At the Contractor's option, if an Owner withholds retainage in
accordance with the methods described in subsection 90-06 PARTIAL PAYMENTS,the Contractor may
request that the Owner deposit the retainage into an escrow account. The Owner's deposit of retainage
into an escrow account is subject to the following conditions:
a. The Contractor shall bear all expenses of establishing and maintaining an escrow account and
escrow agreement acceptable to the Owner.
b. The Contractor shall deposit to and maintain in such escrow only those securities or bank
certificates of deposit as are acceptable to the Owner and having a value not less than the
retainage that would otherwise be withheld from partial payment.
c. The Contractor shall enter into an escrow agreement satisfactory to the Owner.
d. The Contractor shall obtain the written consent of the surety to such agreement.
90-09 Acceptance and final payment. When the contract work has been accepted in accordance with the
requirements of the subsection 50-15 titled FINAL ACCEPTANCE of Section 50,the Engineer will
2015 GP 90-5
Elizabeth Field Airport Airfield Electrical Vault Rehabilitation
prepare the final estimate of the items of work actually performed. The Contractor shall approve the
Engineer's final estimate or advise the Engineer of the Contractor's objections to the final estimate which
are based on disputes in measurements or computations of the final quantities to be paid under the
contract as amended by change order or supplemental agreement. The Contractor and the Engineer shall
resolve all disputes(if any) in the measurement and computation of final quantities to be paid within 30
calendar days of the Contractor's receipt of the Engineer's final estimate. If, after such 30-day period, a
dispute still exists,the Contractor may approve the Engineer's estimate under protest of the quantities in
dispute,and such disputed quantities shall be considered by the Owner as a claim in accordance with the
subsection 50-16 titled CLAIMS FOR ADJUSTMENT AND DISPUTES of Section 50.
After the Contractor has approved, or approved under protest,the Engineer's final estimate, and after the
Engineer's receipt of the project closeout documentation required in subsection 90-11 Project Closeout,
final payment will be processed based on the entire sum, or the undisputed sum in case of approval under
protest, determined to be due the Contractor less all previous payments and all amounts to be deducted
under the provisions of the contract. All prior partial estimates and payments shall be subject to correction
in the final estimate and payment.
If the Contractor has filed a claim for additional compensation under the provisions of the subsection 50-
16 titled CLAIMS FOR ADJUSTMENTS AND DISPUTES of Section 50 or under the provisions of this
subsection, such claims will be considered by the Owner in accordance with local laws or ordinances.
Upon final adjudication of such claims, any additional payment determined to be due the Contractor will
be paid pursuant to a supplemental final estimate.
90-10 Construction warranty.
a. In addition to any other warranties in this contract,the Contractor warrants that work performed
under this contract conforms to the contract requirements and is free of any defect in equipment,
material,workmanship, or design furnished, or performed by the Contractor or any subcontractor
or supplier at any tier.
b. This warranty shall continue for a period of one year from the date of final acceptance of the
work. If the Owner takes possession of any part of the work before final acceptance,this warranty
shall continue for a period of one year from the date the Owner takes possession. However,this
will not relieve the Contractor from corrective items required by the final acceptance of the
project work.All light-emitting diode(LED) light fixtures with the exception of obstruction
lighting, (Advisory Circular(AC) 150/5345-43)must be warranted by the manufacturer for a
minimum of four(4)years after date of installation inclusive of all electronics.
c. The Contractor shall remedy at the Contractor's expense any failure to conform, or any defect. In
addition,the Contractor shall remedy at the Contractor's expense any damage to Owner real or
personal property,when that damage is the result of:
(1) The Contractor's failure to conform to contract requirements; or
(2) Any defect of equipment,material,workmanship, or design furnished by the Contractor.
d. The Contractor shall restore any work damaged in fulfilling the terms and conditions of this
clause.The Contractor's warranty with respect to work repaired or replaced will run for one year
from the date of repair or replacement.
e. The Owner will notify the Contractor, in writing, within seven(7) days after the discovery of any
failure, defect, or damage.
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f. If the Contractor fails to remedy any failure,defect,or damage within fourteen(14) days after
receipt of notice,the Owner shall have the right to replace,repair, or otherwise remedy the
failure,defect,or damage at the Contractor's expense.
g. With respect to all warranties, express or implied, from subcontractors,manufacturers, or
suppliers for work performed and materials furnished under this contract,the Contractor shall:
(1) Obtain all warranties that would be given in normal commercial practice;
(2) Require all warranties to be executed,in writing, for the benefit of the Owner,as directed
by the Owner,and
(3) Enforce all warranties for the benefit of the Owner.
h. This warranty shall not limit the Owner's rights with respect to latent defects,gross mistakes, or
fraud.
i. The Owner and Engineer shall perform a warranty inspection with the Contractor approximately
three(3)months before the end of the one year warranty period.
90-11 Project closeout.Approval of final payment to the Contractor is contingent upon completion and
submittal of the items listed below.The final payment will not be approved until the Engineer approves
the Contractor's final submittal. The Contractor shall:
a. Provide two(2)copies of all manufacturers warranties specified for materials, equipment,
and installations.
b. Provide weekly payroll records(not previously received) from the general Contractor and all
subcontractors.
c. Complete final cleanup in accordance with subsection 40-08,FINAL CLEANUP.
d. Complete all punch list items identified during the Final Inspection.
e. Provide complete release of all claims for labor and material arising out of the Contract.
f. Provide a certified statement signed by the subcontractors, indicating actual amounts paid to
the Disadvantaged Business Enterprise(DBE)subcontractors and/or suppliers associated with
the project.
g. When applicable per state requirements,return copies of sales tax completion forms.
h. Manufacturer's certifications for all items incorporated in the work.
i. All required record drawings, as-built drawings or as-constructed drawings.
j. Project Operation and Maintenance(O&M)Manual.
k. Security for Construction Warranty.
1. Equipment commissioning documentation submitted, if required.
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in. Contractor's Affidavit of Payment of Debts and Claims (AIA Document G706)from the
Prime Contractor.
n. Contractor's Affidavit of Release of Liens(AIA Document G706A) from the Prime
Contractor.
o. Contractor's Affidavit of Payment of Debts and Claims(AIA Document G706)from each
subcontractor.
p. Contractor's Affidavit of Release of Liens(AIA Document G706A) from each subcontractor.
q. Consent of Surety to Final Payment(AIA Document G707) from the Prime Contractor.
r. Prime Contractor's Certification(New York State Labor Law Section 220-a).
s. Subcontractor's Certification(New York State Labor Law Section 220-a).
END OF SECTION 90
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Section 200 Special Provisions to the General Provisions
200-01 Special Provisions to Section,10.
Additions to the end of Section 10-06 Airport.
The name of the Airport where this project is located is Elizabeth Field Airport,Fishers
Island.
Additions to the end of Section 10-20 Engineer.
The Engineer for this project is C&S Engineers,Inc.,499 Col. Eileen Collins Boulevard,
Syracuse,New York 13212.
Additions to the end of Section 10-24 Federal Specifications.
They may be obtained from:
DODSSP
Standardization Document Order Desk
700 Robbins Avenue,Bldg.4D
Philadelphia,PA 19111-5094
Additions to the end of Section 10-33 Owner.
Whenever the words"Owner", "Sponsor","Town", "Airport", "Fishers Island Ferry
District"or"Party of the first part"are used,the same are understood to mean the Town
of Southold or its representative duly authorized to act.
10-53 Contract Drawings. The Plans.
10-54 Subcontractor.The subcontractor refers any individual, firm, or corporation to whom the
contractor,with approval of the Owner, sublets any part of work.
10-55 Time and Materials Work.An item or items of work not provided for in the awarded
contract as previously modified by change order or supplemental agreement,but which is found
by the Engineer to be necessary to complete the work within the intended scope of the contract as
previously modified and an agreed price cannot be agreed upon. The Contractor shall perform
this work and the Owner agrees to pay the Contractor based upon the work performed by the
Contractor's employees and subcontractors, and for materials and equipment used in the
construction(along with the Contractor's allowed overhead and profit).
200-02 Special Provisions to Section 20.
In the first sentence of the first paragraph of 20-02 Qualification of bidders,DELETE,
"Each",and INSERT the following,"Within one week of receiving a written request,the".
Additions to the end of Section 20-02 Qualification of bidders.
e. A list of the categories of work to be performed by the bidder's work force and a list of
work to be subcontracted out(See Section 80-01).
f. A list of construction projects completed in the past five years. The list shall include the
project name,completion date,total contract value,value of bidder's-portion of the work,
engineer and owner contact information(names and phone numbers).
g. A list of construction projects in progress and under contract including the project name,
percent complete,estimated completion date,total contract value,value of bidder's
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portion of the work, engineer and owner contact information(names and phone
numbers).
h. A Schedule of Values showing the following information:
1. For each lump sum bid item: Provide a breakdown of values for major products,
assemblies or operations,indicating separate amounts for(a)purchased
materials, (b)labor, and(c) construction equipment,which total to the lump sum
price bid for each item.
2. For each unit price bid item: Provide a breakdown of values for the unit price
allocated to(a)purchased materials, (b)labor, and(c)construction equipment
which total to the unit price bid for each item.
The Schedule of Values will be reviewed by the Engineer. Any additional detail or
justification for cost distribution shall be provided by the apparent low bidder upon
request. The Schedule of Values shall serve as a basis for computing progress
payments during construction for installed portions of lump sum items, and to assist
the Engineer in determining if change order costs are reasonable.
DELETE,the third paragraph of 20-02 Qualification of bidders that states "Each bidder
shall submit"evidence of competency"and"evidence of financial responsibility"to the
Owner at the time of bid opening.",and INSERT the following,"Within one week of
receiving a written request,the bidder shall furnish the owner the information above".
Additions to the end of Section 20-03 Contents of proposal forms.
Only original proposals issued by the Owner or Owner's Representative will be
acceptable. Duplicated proposals, or proposals that are available for viewing from the
various plan holders' websites which are downloaded and/or printed will be considered
irregular.
In the first sentence of the first paragraph of Section 20-07 Preparation of proposal,after
"the Owner",INSERT the following,"and shall be on the plan holders list"
Additions to the end of the second paragraph of Section 20-07 Preparation of proposal.
Prices shall be written in whole dollars and cents.The extended total amount of each item
should not be rounded.
In the first sentence of the first paragraph of Section 20-10 Bid guarantee,after"shall be
accompanied by a certified check,",INSERT the following,"bid bond,"
Additions to the end of Section 20-11 Delivery of proposal.
No faxed or emailed proposal will be accepted. The official time shall be kept locally by
the Owner.
20-15 Addenda and interpretation.No interpretation of the meaning of the Contract
Documents, Contract Drawings or other portions of the Contract will be made orally. Every
request for such interpretation must be in writing and addressed to C&S Engineers,Inc., 499 Col.
Eileen Collins Boulevard, Syracuse,New York 13212, and to be given consideration must be
received at the above address at least seven(7) days prior to the date fixed for opening of bids.
Any and all such interpretations and any supplemental instructions will be in the form of written
addenda,which, when issued,will be sent by certified mail with return receipt requested, or by
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confirmed facsimile to all holders of Contract Documents at the respective addresses furnished
for such purposes,not later than twenty-four(24)hours prior to the date fixed for the opening of
bids. Failure of any Bidder to receive any such addenda or interpretation shall not relieve said
Bidder from any obligation under his bid as submitted. All addenda so issued shall become part
of the Contract.
20-16 3D digital terrain model files. (Section Not Used)
20-17 Sales tax exemption. The Owner is exempt from payment of Sales and Compensating Use
Taxes of the State of New York and of cities and counties on all materials and supplies sold to the
Owner pursuant to the provisions of this Contract. These taxes are not to be included in bids. This
exemption does not,however, apply to tools,machinery, equipment or other property leased by or
to the Contractor or a Subcontractor to materials and supplies of any kind which will not be
incorporated into the completed project, and the Contractor and his Subcontractors shall be
responsible for and pay any and all applicable taxes including Sales and Compensating Use Taxes
on such leased tools,machinery, equipment or other property or on such unincorporated materials
and supplies,and the provisions set forth below will not be applicable to such tools,machinery,
equipment,property and unincorporated materials and supplies.
The Contractor agrees to sell, free of encumbrances, and the Owner agrees to purchase all of the
materials and supplies (except as above set forth)required,necessary or proper for or incidental
to the construction of the Project covered by this agreement. Title to all materials and supplies to
be sold by the Contractor to the Owner,pursuant to the provisions of the Contract, shall
immediately vest in and become the sole property of the Owner upon delivery of such materials
and supplies to the Project site. The Contractor shall mark or otherwise identify all such materials
and supplies as the property of the Owner. The Contractor, at the request of the Owner, shall
furnish to the Owner such confirmatory bills of sale and other instruments as may be required by
it,properly executed,acknowledged and delivered, confirming to the Owner,title to such
materials and supplies free of encumbrances.
In the event that after title has passed to the Owner any of such materials and supplies are rejected
as being defective or otherwise unsatisfactory,title to all such materials and supplies shall upon
such rejection revest in the Contractor.
The sum paid under this Agreement shall be deemed to be in full consideration for the
performance by the Contractor of all his duties and obligations under this Agreement in
connection with said sale.
The Contractor agrees to construct the Project and to furnish and perform all work and labor
required,necessary or proper for or incidental thereto, except that the materials and supplies sold
to the Owner under the preceding paragraph shall be furnished by the Owner to the Contractor for
use in the performance of said work and labor, and the sum paid pursuant to this Agreement shall
be deemed to be in full consideration for the performances by the Contractor of all his duties and
obligations under this Agreement in connection with said work and labor.
The purchase by the Contractor of the materials and supplies sold hereunder will be a purchase or
procurement for resale to the Owner(an organization described in subdivision (a) of Sec. 1116 of
the Tax Law of the State of New York)and therefore not subject to the New York State Sales or
Compensating Use or any such taxes of cities and counties. The sale of such materials and
supplies by the Contractor to the Owner will not be subject to the aforesaid Sales and
Compensating Use Taxes.
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The purchase by Subcontractors of materials and supplies to be sold hereunder will also be a
purchase or procurement for resale to the Contractor(either directly or through other
Subcontractors), and ultimately to the Owner, and therefore not subject to the aforesaid Sales and
Compensating Use Taxes,provided that the Subcontract Agreements provide for the resale of
such materials and supplies prior to and separate and apart from the incorporation of such
materials and supplies into the permanent construction and that such Subcontract Agreements are
in a form similar to this Contract with respect to the separation of the sale of materials and
supplies from the work and labor to be provided.
If as a result of such sale of materials and supplies(1)any claim is made against the Contractor or
any Subcontractor by the State of New York or any city or county for Sales or Compensating Use
Taxes on the aforementioned materials and supplies or(2) any claim is made against the
Contractor or any Subcontractor by a materialman or a Subcontractor on account of a claim
against such materialman or Subcontractor by the State of New York or any city or county for
Sales or Compensation Use Taxes on the aforementioned materials and supplies,then, if the
Contractor and Subcontractor have complied with the provisions of this Contract relating thereto,
the Owner will reimburse the Contractor or any Subcontractor, as the case may be, for an amount
equal to the amount of such tax required to be paid in accordance with the requirements of law,
provided that:
A. 1. The Subcontract Agreements in connection with this Contract,provide for the
resale of such materials and supplies,prior to and separate and apart from the
incorporation of such materials and supplies into the permanent construction.
2. Such Subcontract Agreements are in a form similar to this Contract with respect
to the separation of the sale of materials and supplies from the other work and
labor to be provided, and
3. Such separation is actually followed in practice, including the separation of
payments for materials and supplies from the payments for other work and labor,
and
B. The Contractor and his Subcontractors and materialmen complete New York State Sales
Tax Form ST120.1. (Contractor Exempt Purchase Certificate), and furnish such
certificate to all persons, firms or corporations from which they purchase materials and
supplies for the performance of the work covered by this Contract, and
C. The Contractor and all Subcontractors maintain and keep, for a period of six(6)years
after the date of final payment for the sale, or, if a claim for Sales or Compensating Use
Tax is pending or threatened at the end of such six(6)year period,until such claim is
finally settled,records,which in the judgment of the Department of Taxation and
Finance, adequately show(1)all materials and supplies purchased by them for resale,
pursuant to the provisions of this Contract and(2) all materials and supplies sold to the
Owner pursuant to the provisions of this Contract, and
D. The Owner is afforded the opportunity,before any payment of tax is made,to contest
said claim in the manner and to the extent that the Owner may choose and to settle or
satisfy said claims, and such attorney as the Owner may designate is authorized to act for
the purpose of contesting, settling and satisfying said claim, and
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E. The Contractor and Subcontractor give immediate notice to the Owner of any such claim,
cooperate with the Owner and its designated attorney in contesting said claim and furnish
promptly to the Owner and said attorney all information and documents necessary or
convenient for contesting said claim,said information and documents to be preserved for
six(6)years after date of final payment for the sale, or if such a claim is pending or
threatened at the end of such six(6)years,until such claim is finally settled. If the Owner
elects to contest any such claim, it will bear the expense of such contest.
Nothing in this Article is intended or shall be construed as relieving the Contractor from his
obligations under this Agreement and the Contractor shall have the full continuing responsibility
to install the materials and supplies purchased in accordance with the provisions of this Contract,
to protect the same,to maintain them in proper condition and to forthwith repair,replace and
make good any damage thereto without cost to the Owner until such time as the work covered by
the Contract is fully accepted by the Owner.
200-03 Special Provisions to Section 30.
Additions to the end of the first paragraph of Section 30-01 Consideration of proposals.
Where discrepancies in the unit bid prices occur, and where discrepancies in the product
of the quantities and unit bid prices occur, and where discrepancies in the summation of
the products occur,the Owner will make the necessary corrections and the corrected
values will be used in the Owner's consideration of proposals.
Additions to the end of Section 30-02 Award of contract.
The Owner reserves the right to award only the Base Bid,to award any Alternate Bid(if
Alternates are an option), or to award either the Base Bid or the Alternate Bid plus any or
all Add-On Bids(if Add-On bids are an option).Where discrepancies occur that affect the
bid total(s) as described in the subsection titled CONSIDERATION OF PROPOSALS,
the contract amount awarded will reflect the corrected values.
Where alternate bids and/or add-on bids are included in the proposal,the lowest qualified
bidder will be determined by comparison of the combination of base bid,or alternate bid,
plus add-on bids which are chosen by the Owner to be awarded.
Additions to the end of Section 30-05 Requirements of contract bonds.
The successful bidder shall submit in triplicate, a"Performance Bond"guaranteeing the
performance of the work equal to one hundred percent(100%) of the amount of the
Contract awarded,and a"Labor and Material Payment Bond"guaranteeing the payment
of all legal debts that may be incurred by reason of the Contractor's performance of the
work equal to one hundred percent(100%)of the amount of the Contract awarded.
Additions to the end of Section 30-06 Execution of contract.
The Contractor shall also furnish the required insurance certificates in accordance with
the subsection titled RESPONSIBILITY FOR DAMAGE CLAIMS of Sections 70 and
200. The successful bidder shall recognize that the proposal included in the contract for
execution may differ from the proposal which was submitted with their bid. The
proposal included in the contract for execution will include corrections to discrepancies
which were discovered during the Owners consideration of proposals, and will contain
only the pages from the successful bidder's proposal which cover the bids which were
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Elizabeth Field Airport Airfield Electrical Building Rehabilitation
awarded. As a result,the proposal pages in the contract to be executed may contain pages
which are not consecutively numbered due to the intentional omission of those proposal
pages which cover bids that were not awarded.
49 CFR Part 26 provides that each contract the owner signs with a contractor(and each
subcontract the prime contractor signs with a subcontractor) shall include the following
assurance:
"The contractor, sub-recipient or subcontractor shall not discriminate on the basis of
race, color,national origin, or sex in the performance of this contract. The contractor
shall carry out applicable requirements of 49 CFR Part 26 in the award and
administration of Department of Transportation(DOT)assisted contracts. Failure by
the contractor to carry out these requirements is a material breach of this contract,
which may result in the termination of this contract or such other remedy as the
recipient deems appropriate."
200-04 Special Provisions to Section 40.
Additions to the end of Section 40-02 Alteration of work and quantities
However, if the Contractor elects to waive the limitations on work that increase or
decrease the originally awarded contract or any major contract item by more than 25
percent,the supplemental agreement shall be subject to the same U.S. Secretary of Labor
wage determination as was included in the originally awarded contract.
All supplemental agreements shall require consent of the Contractor's surety and separate
performance and payment bonds.
Additions to the end of Section 40-04 Extra work.
Extra work to be performed on the basis of agreed prices where no applicable unit or
lump sum prices have been included in the Contract shall be based upon the Contractor's
price analysis for the work. The price analysis will be completed as outlined in the
subsection titled PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK of Section
90.
40-09 Debris. The Contractor shall remove all debris and rubbish resulting from his work at
frequent intervals, and upon the order of the Engineer. Upon completion, Contractor shall leave
the premises broom-clean and everything in perfect order and repair. Upon neglect or refusal of
Contractor to keep the premises clean,the Engineer shall have the authority to have such work
performed, and the cost of the same shall be-charged to the Contractor in default and collected
from any monies which have or may become due on this Contract; and the Engineer shall issue
no certificates of payment on the Contract until premises are clean,in good order, and all claims
created properly adjusted.
200-05 Special Provisions to Section 50.
Additions to the end of Section 50-03 Coordination of contract,plans,and specifications.
The Contractor shall not take advantage of any apparent error or omission on the plans or
specifications. In the event the Contractor discovers any apparent error or discrepancy,he
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shall immediately call upon the Engineer for his/her interpretation and decision, and such
decision shall be final.
Additions to the beginning of the third paragraph of Section 50-06 Construction layout and
stakes.
Additional construction staking and layout may be required by technical specifications.
200-06 Special Provisions to Section 60.
Additions to the end of 60-01 Source of supply and quality requirements.
All other equipment and materials covered by other referenced specifications shall be
subject to acceptance through manufacturer's certification of compliance with the
applicable specification.
The Contractor shall prepare a project Operations and Maintenance(O&M)Manual for
the Owner. The O&M Manual shall consist of approved certification submittals,
approved shop and setting drawing submittals, approved catalogue data submittals, and
Operations&Maintenance Manuals for equipment installed that have operating
procedures and/or maintenance requirements associated with them.The O&M manual
shall be neatly bound in a properly sized 3-ring binder and tabbed by specification
section. The O&M Manual shall be submitted to the Engineer prior to final payment to
facilitate project closeout.
Additions to the end of the second paragraph of Section 60-02 Samples,tests,and cited
specifications.
THE COST OF ALL FAILING TESTS SHALL BE BORNE BY THE CONTRACTOR.
Additions to the end of the first paragraph of 60-03 Certification of compliance.
Manufacturer's certificates of compliance shall not relieve the Contractor of the
Contractor's responsibility to provide materials in accordance with these specifications
and acceptable to the Engineer.Materials supplied and/or installed that do not materially
comply with these specifications shall be removed, when directed by the Engineer, and
replaced with materials,which do comply with these specifications, at the sole cost of the
Contractor.
60-09 Shop and setting drawings and catalogue data. All materials and equipment used in the
work shall be submitted to the Engineer for review by the Engineer for approval prior to ordering
the equipment. All information required for the Engineer's review of each particular pay item
shall be sent as one submittal.In addition, if the pay item interfaces with other pay items(as in
the case of electrical equipment),then the submittals covering the interfacing pay items shall be
sent at the same time. Submittals consisting of marked catalog sheets or shop drawings shall be
provided. Submittal data shall be presented in a clear,precise and thorough manner. Original
catalog sheets are preferred.Photocopies are acceptable provided they are as good a quality as the
original. Clearly and boldly mark each copy to identify pertinent products or models applicable to
this project. Indicate all optional equipment and delete non-pertinent data. Submittals for
components of electrical equipment and systems shall identify the equipment for which they
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apply on each submittal sheet.Markings shall be boldly and clearly made with arrows or circles
(highlighting is not acceptable). Drawings and data shall be submitted sufficiently in advance of
the work to permit proper review, including time for necessary revisions and re-submittals.The
Contractor is solely responsible for delays in the project accruing directly or indirectly from late
submissions or resubmissions of submittals.
Shop and setting drawings shall present complete and accurate information relative to all working
dimensions, equipment weight assembly and sectional view, all the necessary details,pertaining
to coordinating the work of the Contract, lists of materials and finishes,parts lists and the
description thereof, lists of spare parts and tools where such parts or tools are required,no-scale
control diagrams for control wiring and control piping, and any other items of information that
are required to demonstrate detail compliance with the Plans and Specifications. Each drawing
shall be dated and shall show the name of the Project, Contract Number and the name of the
manufacturer of the equipment covered by the drawing or drawings. The Engineer will not
review any drawings that are not properly identified or that do not contain complete data on the
work or that have not been checked, stamped and signed by the Contractor for compliance with
the Contract Documents.
The Engineer's review of the Contractor's Shop Drawings signifies only that such drawings
appear to be in substantial conformity with the Contract Drawings and Contract Documents or
with the Engineer's instructions. Such review does not indicate approval of every detail of the
drawings nor of the work methods of the Contractor which are indicated thereon. Regardless of
the corrections made in or made of such drawings by the Engineer,the Contractor will
nevertheless be responsible for the accuracy of such drawings, for their conformity to the Plans
and Specifications and for the proper fitting and construction of the work.
No work covered by shop and setting drawings shall be done until the drawings have been
reviewed and found acceptable by the Engineer.No payment shall be made on any item for which
submittals are not received and found acceptable by the Engineer.
60-10 Electrical shop drawings.Drawings for electrical equipment shall show physical
dimensions and installation details and shall include elementary and connection diagrams for each
control assembly and the interconnection diagrams for all equipment. The drawings shall show
clearly the coordination of control work, shall identify the components external to electrical
equipment and shall define the contact arrangement and control action of the primary and final
control elements.
Where standard electrical control equipment having complex internal wiring is required, such as
control panels, generator transfer panels, electric or electronic instruments and similar items,the
detail shop wiring diagrams for such equipment will not be required, and, if submitted,will in
general not be reviewed.The submittal for each such item of equipment shall,however, include
an elementary diagram of the input and output elements which require connections to external
equipment, and/or a complete step by step description of the control action of the equipment
being submitted. In the event that any questions arise as to the type of information to be presented
on the submittal,the supplier shall direct inquiries to the Engineer through the Prime Contractor
in advance of the preparation of his/her submittal.
60-11 Substitute items.If in the Engineer's sole judgment an item of material or equipment
proposed by the Contractor does not qualify as an"or-equal"item, it will be considered a
substitute item. The Contractor shall submit sufficient information as provided below to allow the
Engineer to determine that the item of material or equipment proposed is essentially equivalent to
that named and an acceptable substitute therefore. The procedure for review by the Engineer will
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include the following and as the Engineer may decide is appropriate under the circumstances.
Requests for review of substitute items of material or equipment will not be accepted by the
Engineer from anyone other than the Contractor. If the Contractor wishes to furnish or use a
substitute item of material or equipment,the Contractor shall first make a written application
through the Engineer to the Engineer for acceptance thereof, certifying that the substitute will
perform adequately the functions and achieve the results called for by the general design,be
similar in substance to that specified and be suited to the same use as that specified. The
application will state the extent, if any,to which the evaluation and acceptance of the substitute
will prejudice the Contractor's achievement of completion on time,whether or not acceptance of
the substitute for use in the Work will require a change in any of the Contract Documents or
Contract Drawings(or in the provisions of any other direct contract with the Owner for work on
the Project)to adapt the design to the substitute and whether or not incorporation or use of the
substitute in connection with the work is subject to payment of any license fee or royalty. If the
substitute item requires modifications to any existing features or to any proposed work,the
application shall also include details of proposed modifications necessary to accommodate the
substitute item. Such details shall include scaled layouts, dimensions and other pertinent
information to enable the Engineer to accurately assess the entire application. If the substitute
item and proposed modifications are approved,the Contractor, at no additional cost to the Owner,
shall do all work necessary to make such modifications and absorb all costs of any related
changes imposed on other Contractor's. All variations of the substitute from that specified will be
identified in the application and available maintenance,repair and replacement service will be
indicated. The application will also contain an itemized estimate of all costs or credits that will
result directly or indirectly from acceptance of such substitute, including costs of redesign and
claims of other contractors affected by the resulting change, all of which will be considered by
the Engineer in evaluating the substitute. The Engineer may require the Contractor to furnish
additional data about the substitute.
A. Engineer's Evaluation. The Engineer will be the sole judge of acceptability. No
substitute will be ordered,installed or utilized without the Engineer's prior written
acceptance which will be evidenced by either a Change Order or an approved Shop
Drawing.The Engineer will record time required by the Engineer and the Engineer's
Consultants in evaluating substitutes proposed or submitted by the Contractor and in
making changes in the Contract Documents or Contract Drawings (or in the provisions of
any other direct contract with Owner for work on the Project) occasioned thereby. The
Engineer's charges shall be at the same rates the Engineer charges for such services to the
Owner.
B. Contractor's Expense.All data to be provided by the Contractor in support of any
substitute item will be at the Contractor's expense. In order to aid the Engineer in
determining the equality of an or substitute item(when compared to the item actually
specified),the Contractor shall arrange for the performance of any tests requested by the
Engineer. The Engineer shall determine the nature, extent,tester and degree of
supervision of such tests. Certified test results shall be mailed directly to the Engineer for
all tests requested. All costs of such tests, including engineering costs, shall be borne by
the Contractor. The Owner may require the Contractor to furnish at the Contractor's
expense a special performance guarantee or other surety with respect to any substitute.
Whether or not the Engineer accepts a substitute item so proposed or submitted by the
Contractor,the Contractor shall reimburse the Owner for the charges of the Engineer and
the Engineer's Consultants for evaluating each such substitute item. The costs for
evaluating substitute items shall be deducted from the Owner's payment to the
Contractor.
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60-12 Submittal procedure.The following procedure has been established for the submittal and
processing of shop and setting drawings,working drawings, and catalogue data. Departures from
this procedure may result in delay and misunderstandings.
A. All information required for the Engineer's review of each particular pay item shall be
sent as one submittal to the Engineer with an attached submittal cover sheet. In addition,
if the pay item interfaces with other pay items (as in the case of electrical equipment),
then the submittals covering the interfacing pay items shall be sent at the same time.
B. In submitting certifications, drawings, catalog data, and similar items for review, one(1)
electronic copy shall be submitted via e-mail. One(1)electronic copy will be returned to
the Contractor via e-mail and bearing the review stamp. The Contractor shall provide
one(1)hard copy of each submittal for inclusion in the O&M Manual prior to contract
closeout.
The Engineer shall be responsible for printing sufficient copies of each submittal for their
own records. The Contractor shall be responsible for printing sufficient copies of each
submittal for their own records and distributing to each of the other prime or
subcontractors whose work is to be correlated with such submittals.
C. Submittals will be stamped by the Engineer as follows:
1. "Approved", if no change or rejection is made.
2. "Approved as Noted", if minor changes or additions are made,but re-submittal is not
considered necessary. All copies will bear the corrective marks.
3. 'Revise and Resubmit", if the changes requested are extensive. In this case,re-
submittal after correction is necessary and the same number of copies shall be
included in the re-submittal as in the first submittal.
4. 'Rejected", if it is considered that the data submitted cannot with reasonable revision
meet the requirements of the Plans and Specifications.
5. "Submit Specified Item", if the data submitted is not clear, complete, or for other
reasons cannot be examined by the Engineer to establish compliance with the Plans
and Specifications.
D. Unless otherwise approved in specific cases, all submittals must be transmitted by the
Prime Contractor,not by the Subcontractors or vendors.
Any changes in re-submittals, other than those indicated as requested,must be specifically
brought to the attention of the Engineer. Changes or additions shall not be made in, or to, any
fabricated item,part or material without having a re-review.
200-07 Special Provisions to Section 70.
In the second sentence of the first paragraph of Section70-01 Laws to be observed,after
"indemnify the Owner",INSERT the following,the Engineer,"and after"all of his of her
officers",INSERT the following,"directors,representatives,".
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In the second sentence of the first paragraph of Section 70-03 Patented devices, materials,
and processes,after"hold harmless the Owner,",INSERT the following,"the Engineer,"
and after"shall indemnify the Owner,",INSERT the,following,the Engineer".
Additions to the end of Section 70-06 Sanitary,health,and safety provisions.
New York State Labor Law requires for every contract for the construction,
reconstruction,maintenance and/or repair of public work to which the State or a
municipality is a party,where the total cost of all work to be performed under the
contract is at least$250,000, all laborers,workers and mechanics employed performing
work of the contract on the work site be certified as having successfully completed an
OSHA 10-hour Construction Safety course. This requirement applies to the contractor,
subcontractors and other persons.
Additions to the end of Section 70-10 Protection and restoration of property and landscape.
The Contractor shall indemnify the Owner for any and all costs for the repair or
replacement of the Owner,'s property including,but not limited to,buildings and roads,
which arise from or in any manner grow out.of any act or neglect on or about the Project
site by the Contractor and anyone for whom the Contractor is legally liable.
At the beginning of the first sentence of Section 70-11 Responsibility for damage claims,
DELETE,"The"and INSERT the following,"In addition to the obligations to defend,
indemnify,and save harmless set forth elsewhere in Section 70,the".
In the first sentence of Section 70-11 Responsibility for damage claims,after,"The
Contractor shall",INSERT the following,"defend".After,"Engineer and the Owner and
their",INSERT the following,"respective representatives,directors,".After,"employees
from all suits,actions,",INSERT the following,"damages,costs,expenses".After,"or
claims,of any character",INSERT the following,"(including attorney's fees) and liability
(including statutory liability)".After,"neglect,or misconduct of said Contractor",INSERT
the following,"or arising out of or related to any negligence of the Contractor or anyone for
whom the Contractor,is legally liable in performing or safeguarding the work; or through
use of unacceptable materials in constructing the work; or because of any and all
environmental impairment; or because of any act or omission,neglect, or misconduct of
said Contractor or anyone for whom the Contractor is legally liable;".
Additions to the end of the first paragraph of Section 70-11 Responsibility for damage
claims.
As a material part of the consideration to be rendered by the Owner,the Contractor
hereby waives all claims against the Owner for damages to the goods,wares, and
merchandise in,upon, or about the Project, and the Contractor will hold the Owner
exempt and harmless from any damage and injury to any such person or to the goods,
wares, or merchandise of any such person, arising from the use of the Project site by the
Contractor or from failure of the Contractor to keep the Project site in good condition and
repair as provided in this Section.
Additions to the end of Section 70-11 Responsibility for damage claims.
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The Contractor, at his own expense, shall procure and maintain,until final acceptance by
the Owner of the work covered by the Contract, comprehensive liability insurance for
damages imposed by law of the kinds and in the amounts hereinafter provided,written by
a financially solvent insurance company authorized to do such business and write such
coverage in the place where the Project is located, covering all operations under the
Contract,whether performed by the Contractor or by its Subcontractor(s). Before
commencing the work,the Contractor shall furnish to the Owner three(3) certificates of
insurance,in satisfactory form to the Owner, showing that the Contractor has complied
with the requirements of this Section. The policies and certificates shall provide that the
policies shall not be changed or canceled until thirty(30)days after written notice thereof
has been given to each of the Additional Insureds listed below. Propegy damage
insurance shall include coverage for explosion, collapse, and underground operations (X
C U hazards).
A. The kinds and amounts of insurance are as follows:
1. General Liability insurance policies shall be Commercial General Liability
Insurance(including premises operations, independent contractors,
products/completed operations, explosion, collapse and underground hazard,
broad form property damage,and blanket contractual liability coverages) and
shall be written on an Occurrence basis with the following minimum limits:
Each Occurrence $1,000,000
General Aggregate $3,000,000
As an alternative to the above limits for General Aggregate and Each
Occurrence, Contractor may elect to provide Excess Liability Insurance.
Excess Liability coverage shall likewise be written on an Occurrence basis. If
the Contractor so elects,then the sum of the General Liability Each
Occurrence limit and the Excess Liability Each Occurrence limit shall total at
least$1,000,000. The sum of the General Liability General Aggregate limit
and the Excess Liability Aggregate limit shall total at least$3,000,000.
2. Automobile Liability policies shall cover"All Owned", "Scheduled",
"Hired"and"Non-Owned"autos. The minimum Combined Single Limit
shall be$1,000,000.
As an alternative to the above limit for Automobile Liability, Contractor may
elect to provide Excess Liability Insurance. Excess Liability coverage shall
be written on an Occurrence basis. If the Contractor so elects,then the sum
of the Combined Single Limit and the Excess Liability Each Occurrence
limit shall total at least$1,000,000.
3. Policy or policies covering the obligations of the Contractor in accordance
with the provisions of any applicable Worker's Compensation or Disability
Benefits Law.
4. If applicable,the Contractor and its Subcontractor(s) engaged in work
involving"hazardous substances,"as defined in Section 3 of PL 1993, c. 139
(C.13:1K-8), or"hazardous waste," as defined in Section 1 of PL 1976, c. 99
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(C.13:1E-38), shall procure and maintain pollution liability insurance, also
known as"environmental impairment liability insurance."
B. Contractor's insurance shall be primary over all other collectible insurance.
C. Anti-subrogation applies to General Liability and to Automobile Liability
insurance coverages.
D. The Certificate Holder shall be Town of Southold and C&S Engineers, Inc.,
499 Col. Eileen Collins Boulevard, Syracuse,New York 13212.
E. The following shall be named as Additional Insureds: Town of Southold,
Fishers Island Ferry District; CSS Engineers,Inc.; the Federal Aviation
Administration.
F. The General Liability policies shall provide coverage for liability for damages
imposed by law upon the Contractor and its Subcontractor(s)with respect to all
work performed by any of them under the Contract. The insurance company
providing General Liability insurance coverage acknowledges that the Contractor
has agreed in this Contract to defend,hold harmless, and indemnify the Owner,
the Engineer, and their respective directors, officers,representatives and
employees as set forth in this Section.
G. The Contractor's policies shall provide coverage for contractual liability imposed
by contract,including this Contract, and completed operations liability for
damages imposed by law arising between the date of the certification of
completion of the work and the date of the expiration of the Contractor's
guarantee.
H. Contractor's policy shall provide coverage for liability arising out of the acts or
omissions of its Subcontractors.
I. Each Subcontractor employed on the Project site by the Contractor shall provide
comprehensive liability insurance in accordance with the above-described
requirements of the Contractor. Such insurance requirements shall be submitted
to the Engineer as part of the Subcontractor approval process.
Additions to the end of the first paragraph of Section 70-19 Environmental protection.
The Contractor shall perform all testing,removal of contaminated material,
transportation, treatment,remediation, and disposal of contaminated materials which are
the result of a spill or release caused by the Contractor, and he shall provide and properly
place materials to restore the property to its original condition, all to the Owner's
satisfaction and at the Contractor's expense. Refer to the subsection 70-10 titled
PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE of this
section.
A. Air Pollution
1. No burning of combustible waste shall be permitted.
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2. Alternatives to Burning Land Cleared Material.
a. All spoil material from clearing and grubbing operations shall be disposed of
in accordance with the Technical Specifications,unless otherwise directed.
b. Wood may be salvaged for firewood or commercial use or it may be chipped
and disposed of for use as mulch.
c. Logs,brush, etc.may be removed to an authorized disposal area or disposed
of to the general public without charge.
3. Dust Control.
a. Common construction operations which may cause excessive dust include:
1) Quarry, drilling and rock crushing.
2) Clearing, grubbing and stripping.
3) Excavation and placement of embankment.
4) Cement and aggregate handling.
5) Cement or lime stabilization.
6) Blasting.
7) Use of haul roads.
8) Sandblasting or grinding.
b. Other construction operations which may cause air pollution are:
1) Volatiles escaping from asphalt and cut back materials.
2) Use of herbicides or fertilizers.
3) Smoke from asphalt plants or heater/planers.
c. Control of Dust and Other Air Pollutants shall be the responsibility of the
Contractor and may include the following control methods:
1) Drilling apparatus equipped with water or chemical dust controlling
systems.
2) Exposing the minimum area of land.
3) Applying temporary mulch with or without seeding.
4) Use of water sprinkling trucks.
5) Use of covered haul trucks.
6) Use of stabilizing agents in solution.
7) Use of dust palliative and penetration asphalt on temporary roads.
8) Use of wood chips in traffic or work areas.
9) Use of vacuum equipped sandblasting systems.
10) Use of plastic sheet coverings.
11) Restricting the application rate of herbicides to recommended dosage.
Materials should be covered and protected from the elements.
Application, equipment and empty containers shall not be rinsed and
discharged to a stream, etc. or allowed to enter the groundwater.
12) Use dust control measures at bituminous mixing plants, and quarry
operations.
13) Delay operations until climate or wind conditions dissipate or inhibit the
potential pollutants in a manner satisfactory to the Engineer.
B. Water Pollution
1. The Contractor shall use suitable precautions to minimize water pollution during
the progress of the work. Erosion control devices or methods may consist of
berms, dikes, dams, drains, sediment basins, fiber mats, woven plastic filter
2014 GP 200-14
Elizabeth Field Airport Airfield Electrical Building Rehabilitation
cloths,gravel,mulches, quick growing grasses, sod,bituminous spray or other
control devices.
2. The amount of surface area of erodible earth at any one time shall not exceed the
area allowed by permit.
3. Pollutants such as fuels, lubricants,bitumens,raw sewage and other harmful
materials shall not be discharged into or near rivers, streams, and impoundments
or into natural or man-made channels leading thereto. Wash water or waste from
concrete mixing and curing operations should not be allowed to enter streams,
etc.
In the event of conflict between these requirements and pollution control laws,rules or
regulations or other Federal, State or local agencies,the more restrictive laws, rules, or
regulations shall apply.
Additions after Section 70-20 Environmental protection:
70-21 Contract Provision Guidelines for Obligated Sponsors and Airport Improvement
Program Projects
The Contractor is required to insert these contract provision in each lower tier contract(e.g.
subcontract or sub-agreement).
The Contractor is required(including all subcontractors)to incorporate these contract
provisions by reference for work done under any purchase orders,rental agreements and
other agreements for supplies or services.
The Contractor shall be responsible for compliance with these contract provisions by any
subcontractor, lower-tier subcontractor or service provider.
Al ACCESS TO RECORDS AND REPORTS
ACCESS TO RECORDS AND REPORTS
The Contractor must maintain an acceptable cost accounting system. The Contractor agrees to
provide the Owner,the Federal Aviation Administration and the Comptroller General of the
United States or any of their duly authorized representatives access to any books, documents,
papers and records of the Contractor which are directly pertinent to the specific contract for
the purpose of making audit, examination, excerpts and transcriptions. The Contractor agrees
to maintain all books,records and reports required under this contract for a period of not less
than three years after final payment is made and all pending matters are closed.
A2 AFFIRMATIVE ACTION REQUIREMENT
NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION to ENSURE EQUAL
EMPLOYMENT OPPORTUNITY
1. The Offeror's or Bidder's attention is called to the"Equal Opportunity Clause"and the
"Standard Federal Equal Employment Opportunity Construction Contract Specifications"
set forth herein.
2014 GP 200-15
Elizabeth Field Airport Airfield Electrical Building Rehabilitation
2. The goals and timetables for minority and female participation, expressed in percentage
terms for the Contractor's aggregate workforce in each trade on all construction work in
the covered area, are as follows:
Timetables
Goals for minority participation for each trade: 5.8%
Goals for female participation in each trade: 6.9%
These goals are applicable to all of the Contractor's construction work(whether or not it
is Federal or federally assisted)performed in the covered area. If the Contractor
performs construction work in a geographical area located outside of the covered area, it
shall apply the goals established for such geographical area where the work is actually
performed. With regard to this second area, the Contractor also is subject to the goals for
both its federally involved and non-federally involved construction.
The Contractor's compliance with the Executive Order and the regulations in 41 CFR
Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, specific
affirmative action obligations required by the specifications set forth in 41 CFR 60-4.3(a)
and its efforts to meet the goals. The hours of minority and female employment and
training must be substantially uniform throughout the length of the contract, and in each
trade, and the Contractor shall make a good faith effort to employ minorities and women
evenly on each of its projects. The transfer of minority or female employees or trainees
from Contractor to Contractor or from project to project for the sole purpose of meeting
the Contractor's goals shall be a violation of the contract,the Executive Order and the
regulations in 41 CFR Part 60-4. Compliance with the goals will be measured against the
total work hours performed.
3. The Contractor shall provide written notification to the Director of the Office of Federal
Contract Compliance Programs (OFCCP)within 10 working days of award of any
construction subcontract in excess of$10,000 at any tier for construction work under the
contract resulting from this solicitation. The notification shall list the name, address, and
telephone number of the subcontractor; employer identification number of the
subcontractor; estimated dollar amount of the subcontract; estimated starting and
completion dates of the subcontract; and the geographical area in which the subcontract is
to be performed.
4. As used in this notice and in the contract resulting from this solicitation,the"covered
area"is Suffolk County,NY.
A3 BREACH OF CONTRACT TERMS
BREACH OF CONTRACT TERMS
Any violation or breach of terms of this contract on the part of the Contractor or its
subcontractors may result in the suspension or termination of this contract or such other
action that may be necessary to enforce the rights of the parties of this agreement.
2014 GP 200-16
Elizabeth Field Airport Airfield Electrical Building Rehabilitation
Owner will provide Contractor written notice that describes the nature of the breach and
corrective actions the Contractor must undertake in order to avoid termination of the contract.
Owner reserves the right to withhold payments to Contractor until such time the Contractor
corrects the breach or the Owner elects to terminate the contract. The Owner's notice will
identify a specific date by which the Contractor must correct the breach. Owner may proceed
with termination of the contract if the Contractor fails to correct the breach by the deadline
indicated in the Owner's notice.
The duties and obligations imposed by the Contract Documents and the rights and remedies
available thereunder are in addition to, and not a limitation of, any duties, obligations,rights
and remedies otherwise imposed or available by law.
A4 BUY AMERICAN PREFERENCE
BUY AMERICAN PREFERENCE
The Contractor agrees to comply with 49 USC § 50101,which provides that Federal funds
may not be obligated unless all steel and manufactured goods used in AIP funded projects are
produced in the United States,unless the Federal Aviation Administration has issued a waiver
for the product;the product is listed as an Excepted Article,Material Or Supply in Federal
Acquisition Regulation subpart 25.108; or is included in the FAA Nationwide Buy American
Waivers Issued list.
A bidder or offeror must complete and submit the Buy America certification included herein
with their bid or offer. The Owner will reject as nonresponsive any bid or offer that does not
include a completed Certificate of Buy American Compliance.
Certificate of Buy American Compliance—Total Facility
NOTE: Certification is included in the PROPOSAL.
A5 CIVIL RIGHTS—GENERAL
GENERAL CIVIL RIGHTS PROVISIONS
The Contractor agrees to comply with pertinent statutes,Executive Orders and such rules as
are promulgated to ensure that no person shall, on the grounds of race, creed, color,national
origin, sex, age, or disability be excluded from participating in any activity conducted with or
benefiting from Federal assistance.
This provision binds the Contractor and subcontractors from the bid solicitation period
through the completion of the contract. This provision is in addition to that required by Title
VI of the Civil Rights Act of 1964.
A6 CIVIL RIGHTS—TITLE VI ASSURANCE
Title VI Solicitation Notice:
The Sponsor, in accordance with the provisions of Title VI of the Civil Rights Act of 1964
(78 Stat. 252,42 USC §§ 2000d to 2000d-4)and the Regulations,hereby notifies all bidders
or offerors that it will affirmatively ensure that any contract entered into pursuant to this
2014 GP 200-17
Elizabeth Field Airport Airfield Electrical Building Rehabilitation
advertisement, select disadvantaged business enterprises will be afforded full and fair
opportunity to submit bids in response to this invitation and will not be discriminated against
on the grounds of race, color, or national origin in consideration for an award.
Compliance with Nondiscrimination Requirements:
During the performance of this contract,the Contractor, for itself, its assignees, and
successors in interest(hereinafter referred to as the"Contractor"), agrees as follows:
1. Compliance with Regulations: The Contractor(hereinafter includes consultants)will
comply with the Title VI List of Pertinent Nondiscrimination Acts and Authorities, as
they may be amended from time to time,which are herein incorporated by reference
and made a part of this contract.
2. Nondiscrimination: The Contractor,with regard to the work performed by it during
the contract,will not discriminate on the grounds of race, color, or national origin in
the selection and retention of subcontractors, including procurements of materials and
leases of equipment. The Contractor will not participate directly or indirectly in the
discrimination prohibited by the Nondiscrimination Acts and Authorities, including
employment practices when the contract covers any activity,project, or program set
forth in Appendix B of 49 CFR part 21.
3. Solicitations for Subcontracts, including Procurements of Materials and Equipment:
In all solicitations, either by competitive bidding or negotiation made by the
Contractor for work to be performed under a subcontract, including procurements of
materials, or leases of equipment, each potential subcontractor or supplier will be
notified by the Contractor of the contractor's obligations under this contract and the
Nondiscrimination Acts and Authorities on the grounds of race, color, or national
origin.
4. Information and Reports: The Contractor will provide all information and reports
required by the Acts,the Regulations, and directives issued pursuant thereto and will
permit access to its books,records, accounts, other sources of information, and its
facilities as may be determined by the sponsor or the Federal Aviation
Administration to be pertinent to ascertain compliance with such Nondiscrimination
Acts and Authorities and instructions. Where any information required of a
contractor is in the exclusive possession of another who fails or refuses to furnish the
information,the Contractor will so certify to the sponsor or the Federal Aviation
Administration, as appropriate, and will set forth what efforts it has made to obtain
the information.
5. Sanctions for Noncompliance: In the event of a Contractor's noncompliance with the
non-discrimination provisions of this contract,the sponsor will impose such contract
sanctions as it or the Federal Aviation Administration may determine to be
appropriate, including,but not limited to:
a. Withholding payments to the Contractor under the contract until the Contractor
complies; and/or
b. Cancelling,terminating, or suspending a contract, in whole or in part.
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6. Incorporation of Provisions: The Contractor will include the provisions of
paragraphs one through six in every subcontract, including procurements of materials
and leases of equipment,unless exempt by the Acts,the Regulations, and directives
issued pursuant thereto. The Contractor will take action with respect to any
subcontract or procurement as the sponsor or the Federal Aviation Administration
may direct as a means of enforcing such provisions including sanctions for
noncompliance. Provided,that if the Contractor becomes involved in, or is
threatened with litigation by a subcontractor, or supplier because of such direction,
the Contractor may request the sponsor to enter into any litigation to protect the
interests of the sponsor. In addition,the Contractor may request the United States to
enter into the litigation to protect the interests of the United States.
Title VI List of Pertinent Nondiscrimination Acts and Authorities
During the performance of this contract,the Contractor, for itself,its assignees, and
successors in interest(hereinafter referred to as the"Contractor") agrees to comply with the
following non-discrimination statutes and authorities; including but not limited to:
• Title VI of the Civil Rights Act of 1964(42 USC § 2000d et seq., 78 stat. 252)
(prohibits discrimination on the basis of race,color,national origin);
• 49 CFR part 21 (Non-discrimination in Federally-assisted programs of the
Department of Transportation—Effectuation of Title VI of the Civil Rights Act of
1964);
• The Uniform Relocation Assistance and Real Property Acquisition Policies Act of
1970, (42 USC §4601)(prohibits unfair treatment of persons displaced or whose
property has been acquired because of Federal or Federal-aid programs and projects);
• Section 504 of the Rehabilitation Act of 1973 (29 USC § 794 et seq.), as amended
(prohibits discrimination on the basis of disability); and 49 CFR part 27;
• The Age Discrimination Act of 1975, as amended(42 USC § 6101 et seq.) (prohibits
discrimination on the basis of age);
• Airport and Airway Improvement Act of 1982 (49 USC § 471, Section 47123), as
amended(prohibits discrimination based on race, creed,color,national origin, or
sex);
• The Civil Rights Restoration Act of 1987 (PL 100-209)(broadened the scope,
coverage and applicability of Title VI of the Civil Rights Act of 1964,the Age
Discrimination Act of 1975 and Section 504 of the Rehabilitation Act of 1973,by
expanding the definition of the terms"programs or activities"to include all of the
programs or activities of the Federal-aid recipients, sub-recipients and contractors,
whether such programs or activities are Federally funded or not);
• Titles II and III of the Americans with Disabilities Act of 1990,which prohibit
discrimination on the basis of disability in the operation of public entities,public and
private transportation systems,places of public accommodation, and certain testing
entities(42 USC §§ 12131 — 12189) as implemented by U.S. Department of
Transportation regulations at 49 CFR parts 37 and 38;
• The Federal Aviation Administration's Nondiscrimination statute(49 USC § 47123)
(prohibits discrimination on the basis of race, color,national origin, and sex);
• Executive Order 12898,Federal Actions to Address Environmental Justice in
Minority Populations and Low-Income Populations, which ensures nondiscrimination
against minority populations by discouraging programs,policies, and activities with
disproportionately high and adverse human health or environmental effects on
minority and low-income populations;
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Elizabeth Field Airport Airfield Electrical Building Rehabilitation
• Executive Order 13166,Improving Access to Services for Persons with Limited
English Proficiency, and resulting agency guidance,national origin discrimination
includes discrimination because of limited English proficiency(LEP). To ensure
compliance with Title VI,you must take reasonable steps to ensure that LEP persons
have meaningful access to your programs(70 Fed. Reg. at 74087 to 74100);
• Title IX of the Education Amendments of 1972, as amended,which prohibits you
from discriminating because of sex in education programs or activities (20 USC 1681
et seq).
A7 CLEAN AIR AND WATER POLLUTION CONTROL
CLEAN AIR AND WATER POLLUTION CONTROL
Contractor agrees to comply with all applicable standards, orders, and regulations issued
pursuant to the Clean Air Act(42 USC § 740-7671 q) and the Federal Water Pollution Control
Act as amended(33 USC § 1251-1387). The Contractor agrees to report any violation to the
Owner immediately upon discovery. The Owner assumes responsibility for notifying the
Environmental Protection Agency(EPA)and the Federal Aviation Administration.
Contractor must include this requirement in all subcontracts that exceeds $150,000.
A8 CONTRACT WORKHOURS AND SAFETY STANDARDS ACT
REQUIREMENTS
CONTRACT WORKHOURS AND SAFETY STANDARDS ACT REQUIREMENTS
1. Overtime Requirements.
No contractor or subcontractor contracting for any part of the contract work which may
require or involve the employment of laborers or mechanics shall require or permit any such
laborer or mechanic, including watchmen and guards, in any workweek in which he or she is
employed on such work to work in excess of forty hours in such workweek unless such
laborer or mechanic receives compensation at a rate not less than one and one-half times the
basic rate of pay for all hours worked in excess of forty hours in such workweek.
2.Violation; Liability for Unpaid Wages; Liquidated Damages.
In the event of any violation of the clause set forth in paragraph(1)of this clause,the
Contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In
addition, such contractor and subcontractor shall be liable to the United States(in the case of
work done under contract for the District of Columbia or a territory,to such District or to
such territory), for liquidated damages. Such liquidated damages shall be computed with
respect to each individual laborer or mechanic, including watchmen and guards, employed in
violation of the clause set forth in paragraph (1) of this clause, in the sum of$10 for each
calendar day on which such individual was required or permitted to work in excess of the
standard workweek of forty hours without payment of the overtime wages required by the
clause set forth in paragraph(1)of this clause.
3. Withholding for Unpaid Wages and Liquidated Damages.
The Federal Aviation Administration(FAA) or the Owner shall upon its own action or upon
written request of an authorized representative of the Department of Labor withhold or cause
to be withheld, from any moneys payable on account of work performed by the contractor or
subcontractor under any such contract or any other Federal contract with the same prime
contractor, or any other federally assisted contract subject to the Contract Work Hours and
2014 GP 200-20
Elizabeth Field Airport Airfield Electrical Building Rehabilitation
Safety Standards Act,which is held by the same prime contractor, such sums as may be
determined to be necessary to satisfy any liabilities of such contractor or subcontractor for
unpaid wages and liquidated damages as provided in the clause set forth in paragraph(2)of
this clause.
4. Subcontractors.
The Contractor or subcontractor shall insert in any subcontracts the clauses set forth in
paragraphs (1)through(4) and also a clause requiring the subcontractor to include these
clauses in any lower tier subcontracts. The prime contractor shall be responsible for
compliance by any subcontractor or lower tier subcontractor with the clauses set forth in
paragraphs (1)through(4) of this clause.
A9 COPELAND "ANTI-KICKBACK"ACT
COPELAND "ANTI-KICKBACK"ACT
Contractor must comply with the requirements of the Copeland"Anti-Kickback"Act(18
USC 874 and 40 USC 3145), as supplemented by Department of Labor regulation 29 CFR
part 3. Contractor and subcontractors are prohibited from inducing,by any means, any
person employed on the project to give up any part of the compensation to which the
employee is entitled. The Contractor and each Subcontractor must submit to the Owner, a
weekly statement on the wages paid to each employee performing on covered work during
the prior week. Owner must report any violations of the Act to the Federal Aviation
Administration.
A10 DAVIS-BACON REQUIREMENTS
DAVIS-BACON REQUIREMENTS
1. Minimum Wages.
(i) All laborers and mechanics employed or working upon the site of the work will be
paid unconditionally and not less often than once a week,and without subsequent
deduction or rebate on any account(except such payroll deductions as are permitted
by the Secretary of Labor under the Copeland Act(29 CFR Part 3)),the full amount
of wages and bona fide fringe benefits(or cash equivalent thereof) due at time of
payment computed at rates not less than those contained in the wage determination of
the Secretary of Labor which is attached hereto and made a part hereof,regardless of
any contractual relationship which may be alleged to exist between the Contractor
and such laborers and mechanics.
Contributions made or costs reasonably anticipated for bona fide fringe benefits
under section l(b)(2) of the Davis-Bacon Act on behalf of laborers or mechanics
are considered wages paid to such laborers or mechanics, subject to the
provisions of paragraph(1)(iv)of this section; also,regular contributions made or
costs incurred for more than a weekly period (but not less often than quarterly)
under plans, funds, or programs which cover the particular weekly period, are
deemed to be constructively made or incurred during such weekly period. Such
laborers and mechanics shall be paid the appropriate wage rate and fringe
benefits on the wage determination for the classification of work actually
perfonned,without regard to skill, except as provided in 29 CFR Part 5.5(a)(4).
2014 GP 200-21
Elizabeth Field Airport Airfield Electrical Building Rehabilitation
Laborers or mechanics performing work in more than one classification may be
compensated at the rate specified for each classification for the time actually
worked therein: Provided that the employer's payroll records accurately set forth
the time spent in each classification in which work is performed. The wage
determination(including any additional classification and wage rates conformed
under(1)(ii) of this section) and the Davis-Bacon poster(WH-1321) shall be
posted at all times by the Contractor and its subcontractors at the site of the work
in a prominent and accessible place where it can easily be seen by the workers.
(A)The contracting officer shall require that any class of laborers or mechanics,
including helpers,which is not listed in the wage determination and which is to
be employed under the contract shall be classified in conformance with the wage
determination. The contracting officer shall approve an additional classification
and wage rate and fringe benefits therefore only when the following criteria have
been met:
(1) The work to be performed by the classification requested is not performed by
a classification in the wage determination;
(2) The classification is utilized in the area by the construction industry; and
(3) The proposed wage rate, including any bona fide fringe benefits,bears a
reasonable relationship to the wage rates contained in the wage
determination.
(B) If the Contractor and the laborers and mechanics to be employed in the
classification(if known), or their representatives, and the contracting officer
agree on the classification and wage rate(including the amount designated for
fringe benefits where appropriate), a report of the action taken shall be sent by
the contracting officer to the Administrator of the Wage and Hour Division,
Employment Standards Administration,U.S.Department of Labor, Washington,
DC 20210. The Administrator, or an authorized representative, will approve,
modify, or disapprove every additional classification action within 30 days of
receipt and so advise the contracting officer or will notify the contracting officer
within the 30-day period that additional time is necessary.
(C) In the event the Contractor,the laborers, or mechanics to be employed in the
classification, or their representatives, and the contracting officer do not agree on
the proposed classification and wage rate(including the amount designated for
fringe benefits where appropriate),the contracting officer shall refer the
questions, including the views of all interested parties and the recommendation of
the contracting officer,to the Administrator for determination. The
Administrator, or an authorized representative,will issue a determination within
30 days of receipt and so advise the contracting officer or will notify the
contracting officer within the 30-day period that additional time is necessary.
(D)The wage rate(including fringe benefits where appropriate) determined pursuant
to subparagraphs(1)(ii) (B) or(C) of this paragraph, shall be paid to all workers
performing work in the classification under this contract from the first day on
which work is performed in the classification.
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Elizabeth Field Airport Airfield Electrical Building Rehabilitation
(iii)Whenever the minimum wage rate prescribed in the contract for a class of laborers or
mechanics includes a fringe benefit which is not expressed as an hourly rate,the
contractor shall either pay the benefit as stated in the wage determination or shall pay
another bona fide fringe benefit or an hourly cash equivalent thereof.
(iv)If the Contractor does not make payments to a trustee or other third person,the
Contractor may consider as part of the wages of any laborer or mechanic the amount
of any costs reasonably anticipated in providing bona fide fringe benefits under a
plan or program:Provided that the Secretary of Labor has found,upon the written
request of the Contractor,that the applicable standards of the Davis-Bacon Act have
been met. The Secretary of Labor may require the Contractor to set aside in a
separate account assets for the meeting of obligations under the plan or program.
2. Withholding.
The Federal Aviation Administration or the sponsor shall upon its own action or upon written
request of an authorized representative of the Department of Labor withhold or cause to be
withheld from the Contractor under this contract or any other Federal contract with the same
prime contractor, or any other federally-assisted contract subject to Davis-Bacon prevailing
wage requirements, which is held by the same prime contractor, so much of the accrued
payments or advances as may be considered necessary to pay laborers and mechanics,
including apprentices,trainees, and helpers, employed by the Contractor or any subcontractor
the full amount of wages required by the contract.In the event of failure to pay any laborer or
mechanic, including any apprentice,trainee, or helper, employed or working on the site of
work, all or part of the wages required by the contract,the Federal Aviation Administration
may, after written notice to the Contractor, Sponsor,Applicant, or Owner,take such action as
may be necessary to cause the suspension of any further payment, advance, or guarantee of
funds until such violations have ceased.
3. Payrolls and Basic Records.
(i) Payrolls and basic records relating thereto shall be maintained by the Contractor
during the course of the work and preserved for a period of three years thereafter for
all laborers and mechanics working at the site of the work. Such records shall contain
the name,,address, and social security number of each such worker;his or her correct
classification;hourly rates of wages paid(including rates of contributions or costs
anticipated for bona fide fringe benefits or cash equivalents thereof of the types
described in 1(b)(2)(B) of the Davis-Bacon Act); daily and weekly number of hours
worked; deductions made; and actual wages paid. Whenever the Secretary of Labor
has found under 29 CFR 5.5(a)(1)(iv)that the wages of any laborer or mechanic
include the amount of any costs reasonably anticipated in providing benefits under a
plan or program described in section 1(b)(2)(B)of the Davis-Bacon Act,the
Contractor shall maintain records that show that the commitment to provide such
benefits is enforceable,that the plan or program is financially responsible, and that
the plan or program has been communicated in writing to the laborers or mechanics
affected, and that show the costs anticipated or the actual costs incurred in providing
such benefits. Contractors employing apprentices or trainees under approved
programs shall maintain written evidence of the registration of apprenticeship
programs and certification of trainee programs,the registration of the apprentices and
trainees, and the ratios and wage rates prescribed in the applicable programs.
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Elizabeth Field Airport Airfield Electrical Building Rehabilitation
(A)The Contractor shall submit weekly for each week in which any contract work is
performed a copy of all payrolls to the Federal Aviation Administration if the
agency is a party to the contract,but if the agency is not such a party,the
Contractor will submit the payrolls to the applicant, Sponsor, or Owner, as the
case may be, for transmission to the Federal Aviation Administration. The
payrolls submitted shall set out accurately and completely all of the information
required to be maintained under 29 CFR 5.5(a)(3)(i), except that full social
security numbers and home addresses shall not be included on weekly
transmittals. Instead the payrolls shall only need to include an individually
identifying number for each employee(e.g. the last four digits of the employee's
social security number). The required weekly payroll information may be
submitted in any form desired. Optional Form WH-347 is available for this
purpose from the Wage and Hour Division Web site at
www.dol.gov/whd/forms/wh347instr.htm or its successor site. The prime
contractor is responsible for the submission of copies of payrolls by all
subcontractors. Contractors and subcontractors shall maintain the full social
security number and current address of each covered worker and shall provide
them upon request to the Federal Aviation Administration if the agency is a party
to the contract,but if the agency is not such a party, the Contractor will submit
them to the applicant, sponsor, or Owner, as the case may be, for transmission to
the Federal Aviation Administration,the Contractor, or the Wage and Hour
Division of the Department of Labor for purposes of an investigation or audit of
compliance with prevailing wage requirements. It is not a violation of this section
for a prime contractor to require a subcontractor to provide addresses and social
security numbers to the prime contractor for its own records, without weekly
submission to the sponsoring government agency(or the applicant, Sponsor, or
Owner).
(B) Each payroll submitted shall be accompanied by a"Statement of Compliance,"
signed by the Contractor or subcontractor or his or her agent who pays or
supervises the payment of the persons employed under the contract and shall
certify the following:
(1) The payroll for the payroll period contains the information required to be
provided under 29 CFR§ 5.5(a)(3)(ii),the appropriate information is being
maintained under 29 CFR § 5.5 (a)(3)(i), and that such information is correct
and complete;
(2) Each laborer and mechanic(including each helper, apprentice, and trainee)
employed on the contract during the payroll period has been paid the full
weekly wages earned,without rebate, either directly or indirectly, and that no
deductions have been made either directly or indirectly from the full wages
earned, other than permissible deductions as set forth in Regulations 29 CFR
Part 3;
(3) Each laborer or mechanic has been paid not less than the applicable wage
rates and fringe benefits or cash equivalents for the classification of work
performed, as specified in the applicable wage determination incorporated
into the contract.
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Elizabeth Field Airport Airfield Electrical Building Rehabilitation
(C) The weekly submission of a properly executed certification set forth on the
reverse side of Optional Form WH-347 shall satisfy the requirement for
submission of the"Statement of Compliance"required by paragraph(3)(ii)(B)of
this section.
(D)The falsification of any of the above certifications may subject the Contractor or
subcontractor to civil or criminal prosecution under Section 1001 of Title 18 and
Section 231 of Title 31 of the United States Code.
(iii)The Contractor or subcontractor shall make the records required under paragraph
(3)(i)of this section available for inspection, copying, or transcription by authorized
representatives of the sponsor,the Federal Aviation Administration, or the
Department of Labor and shall permit such representatives to interview employees
during working hours on the job. If the Contractor or subcontractor fails to submit the
required records or to make them available,the Federal agency may, after written
notice to the Contractor, Sponsor, applicant, or Owner,take such action as may be
necessary to cause the suspension of any further payment, advance, or guarantee of
funds. Furthermore,failure to submit the required records upon request or to make
such records available may be grounds for debarment action pursuant to 29 CFR
5.12.
4. Apprentices and Trainees.
(i) Apprentices. Apprentices will be permitted to work at less than the predetermined
rate for the work they performed when they are employed pursuant to and
individually registered in a bona fide apprenticeship program registered with the U.S.
Department of Labor, Employment and Training Administration,Bureau of
Apprenticeship and Training, or with a State Apprenticeship Agency recognized by
the Bureau, or if a person is employed in his or her first 90 days of probationary
employment as an apprentice in such an apprenticeship program,who is not
individually registered in the program,but who has been certified by the Bureau of
Apprenticeship and Training or a State Apprenticeship Agency (where appropriate)
to be eligible for probationary employment as an apprentice. The allowable ratio of
apprentices to journeymen on the job site in any craft classification shall not be
greater than the ratio permitted to the contractor as to the entire work force under the
registered program.Any worker listed on a payroll at an apprentice wage rate, who is
not registered or otherwise employed as stated above, shall be paid not less than the
applicable wage rate on the wage determination for the classification of work actually
performed. In addition, any apprentice performing work on the job site in excess of
the ratio permitted under the registered program shall be paid not less than the
applicable wage rate on the wage determination for the work actually performed.
Where a contractor is performing construction on a project in a locality other than
that in which its program is registered,the ratios and wage rates(expressed in
percentages of the journeyman's hourly rate) specified in the Contractor's or
subcontractor's registered program shall be observed.Every apprentice must be paid
at not less than the rate specified in the registered program for the apprentice's level
of progress, expressed as a percentage of the journeymen hourly rate specified in the
applicable wage determination.Apprentices shall be paid fringe benefits in
accordance with the provisions of the apprenticeship program. If the apprenticeship
program does not specify fringe benefits, apprentices must be paid the full amount of
fringe benefits listed on the wage determination for the applicable classification. If
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Elizabeth Field Airport Airfield Electrical Building Rehabilitation
the Administrator determines that a different practice prevails for the applicable
apprentice classification, fringes shall be paid in accordance with that determination.
In the event the Bureau of Apprenticeship and Training, or a State Apprenticeship
Agency recognized by the Bureau,withdraws approval of an apprenticeship program,
the Contractor will no longer be permitted to utilize apprentices at less than the
applicable predetermined rate for the work performed until an acceptable program is
approved.
(ii) Trainees. Except as provided in 29 CFR 5.16,trainees will not be permitted to work
at less than the predetermined rate for the work performed unless they are employed
pursuant to and individually registered in a program which has received prior
approval, evidenced by formal certification by the U.S. Department of Labor,
Employment and Training Administration. The ratio of trainees to journeymen on the
job site shall not be greater than permitted under the plan approved by the
Employment and Training Administration. Every trainee must be paid at not less than
the rate specified in the approved program for the trainee's level of progress,
expressed as a percentage of the journeyman hourly rate specified in the applicable
wage determination. Trainees shall be paid fringe benefits in accordance with the
provisions of the trainee program. If the trainee program does not mention fringe
benefits,trainees shall be paid the fall amount of fringe benefits listed on the wage
determination unless the Administrator of the Wage and Hour Division determines
that there is an apprenticeship program associated with the corresponding
journeyman wage rate on the wage determination that provides for less than full
fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate
that is not registered and participating in a training plan approved by the Employment
and Training Administration shall be paid not less than the applicable wage rate on
the wage determination for the classification of work actually performed. In
addition, any trainee performing work on the job site in excess of the ratio permitted
under the registered program shall be paid not less than the applicable wage rate on
the wage determination for the work actually performed. In the event the
Employment and Training Administration withdraws approval of a training program,
the Contractor will no longer be permitted to utilize trainees at less than the
applicable predetermined rate for the work performed until an acceptable program is
approved.
(iii)Equal Employment Opportunity. The utilization of apprentices,trainees, and
journeymen under this part shall be in conformity with the equal employment
opportunity requirements of Executive Order 11246, as amended, and 29 CFR Part
30.
5. Compliance with Copeland Act Requirements.
The Contractor shall comply with the requirements of 29 CFR Part 3,which are incorporated
by reference in this contract.
6. Subcontracts.
The Contractor or subcontractor shall insert in any subcontracts the clauses contained in 29
CFR Part 5.5(a)(1)through(10)and such other clauses as the Federal Aviation
Administration may by appropriate instructions require, and also a clause requiring the
subcontractors to include these clauses in any lower tier subcontracts. The prime contractor
2014 GP 200-26
Elizabeth Field Airport Airfield Electrical Building Rehabilitation
shall be responsible for the compliance by any subcontractor or lower tier subcontractor with
all the contract clauses in 29 CFR Part 5.5.
7. Contract Termination: Debarment.
A breach of the contract clauses in paragraph 1 through 10 of this section may be grounds for
termination of the contract, and for debarment as a contractor and a subcontractor as provided
in 29 CFR 5.12.
8. Compliance with Davis-Bacon and Related Act Requirements.
All rulings and interpretations of the Davis-Bacon and Related Acts contained in 29 CFR
Parts 1,3, and 5 are herein incorporated by reference in this contract.
9. Disputes Concerning Labor Standards.
Disputes arising out of the labor standards provisions of this contract shall not be subject to
the general disputes clause of this contract. Such disputes shall be resolved in accordance
with the procedures of the Department of Labor set forth in 29 CFR Parts 5, 6, and 7.
Disputes within the meaning of this clause include disputes between the Contractor(or any of
its subcontractors)and the contracting agency,the U.S. Department of Labor, or the
employees or their representatives.
10. Certification of Eligibility.
(i) By entering into this contract,the Contractor certifies that neither it(nor he or she)
nor any person or firm who has an interest in the Contractor's firm is a person or firm
ineligible to be awarded Government contracts by virtue of section 3(a)of the Davis-
Bacon Act or 29 CFR 5.12(a)(1).
(ii) No part of this contract shall be subcontracted to any person or firm ineligible for
award of a Government contract by virtue of section 3(a) of the Davis-Bacon Act or
29 CFR 5.12(a)(1).
(iii)The penalty for making false statements is prescribed in the U.S. Criminal Code, 18
USC 1001.
All DEBARMENT AND SUSPENSION
CERTIFICATION OF OFFERER/BIDDER REGARDING DEBARMENT
By submitting a bid/proposal under this solicitation, the bidder or offeror certifies that neither
it nor its principals are presently debarred or suspended by any Federal department or agency
from participation in this transaction.
CERTIFICATION OF LOWER TIER CONTRACTORS REGARDING
DEBARMENT
The successful bidder,by administering each lower tier subcontract that exceeds $25,000 as a
"covered transaction",must verify each lower tier participant of a"covered transaction"
2014 GP 200-27
Elizabeth Field Airport Airfield Electrical Building Rehabilitation
under the project is not presently debarred or otherwise disqualified from participation in this
federally assisted project. The successful bidder will accomplish this by:
1. Checking the System for Award Management at website: http://www.sam.gov.
2. Collecting a certification statement similar to the Certification of Offerer/Bidder
Regarding Debarment, above.
3. Inserting a clause or condition in the covered transaction with the lower tier contract.
If the Federal Aviation Administration later determines that a lower tier participant failed to
disclose to a higher tier participant that it was excluded or disqualified at the time it entered
the covered transaction,the FAA may pursue any available remedies,including suspension
and debarment of the non-compliant participant.
Al2 DISADVANTAGED BUSINESS ENTERPRISE
Prompt Payment(§26.29)—The prime contractor agrees to pay each subcontractor
under this prime contract for satisfactory performance of its contract no later than 7 days
from the receipt of each payment the prime contractor receives from the Owner. The
prime contractor agrees further to return retainage payments to each subcontractor within
7 days after the subcontractor's work is satisfactorily completed. Any delay or
postponement of payment from the above referenced time frame may occur only for good
cause following written approval of the Owner. This clause applies to both DBE and non-
DBE subcontractors.
The prime contractor is responsible for issuing the Subcontractor's Prompt Payment
Certification to all subcontractors under this contract, and is required to ensure that all
subcontractors issue the certificate to each of their subcontractors. Each
contractor/subcontractor shall require each of their subcontractors to fill out and submit a
copy of the certification to the Sponsor's representative and the prime contractor prior to
each payment application until the subcontractor's work is complete.Not receiving the
certification from the subcontractor will be cause for the Sponsor's representative to
delay processing the payment application.
Solicitation Language(Solicitations that include a Project Goal)
The Owner's award of this contract is conditioned upon Bidder or Offeror satisfying the
good faith effort requirements of 49 CFR§26.53.
As a matter of responsibility, all Bidders or Offerors must submit the following
information and must provide written confirmation of participation from each of the DBE
firms the Bidder or Offeror lists in its commitment within 5 days after bid opening. SEE
THE CONTRACTORS DBE PLAN FORINT AND DBE LETTER OF INTENT
FORM FOLLOWING THIS SECTION.
1) The names and addresses of Disadvantaged Business Enterprise (DBE)firms that
will participate in the contract;
2) A description of the work that each DBE firm will perform;
3) The dollar amount of the participation of each DBE firm listed under(1)
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Elizabeth Field Airport Airfield Electrical Building Rehabilitation
4) Written statement from Bidder or Offeror that attests their commitment to use the
DBE firm(s)listed under(1)to meet the Owner's project goal
5) Written confirmation from each listed DBE firm that it is participating in the
contract in the kind and amount of work provided in the prime contractor's
commitment; and
6) If Bidder or Offeror cannot meet the advertised project DBE goal, evidence of
good faith efforts undertaken by the Bidder or Offeror as described in appendix
A to 49 CFR part 26.
Solicitation Language(Race/Gender Neutral Means)
The requirements of 49 CFR part 26 apply to this contract. It is the policy of the Owner
to practice nondiscrimination based on race, color,sex,or national origin in the award or
performance of this contract. The Owner encourages participation by all firms qualifying
under this solicitation regardless of business size or ownership.
Prime Contracts (Projects Covered by a DBE Program)
DISADVANTAGED BUSINESS ENTERPRISES
Contract Assurance(§26.13)—
The Contractor, subrecipient or subcontractor shall not discriminate on the basis of race,
color,national origin, or sex in the performance of this contract. The Contractor shall
carry out applicable requirements of 49 CFR part 26 in the award and administration of
DOT-assisted contracts.Failure by the Contractor to carry out these requirements is a
material breach of this contract,which may result in the termination of this contract or
such other remedy as the recipient deems appropriate,which may include,but is not
limited to:
1) Withholding monthly progress payments;
2) Assessing sanctions;
3) Liquidated damages; and/or
4) Disqualifying the Contractor from future bidding as non-responsible.
Prompt Payment(§26.29)—The prime contractor agrees to pay each subcontractor
under this prime contract for satisfactory performance of its contract no later than 7 days
from the receipt of each payment the prime contractor receives from the Owner. The
prime contractor agrees further to return retainage payments to each subcontractor within
7 days after the subcontractor's work is satisfactorily completed. Any delay or
postponement of payment from the above referenced time frame may occur only for good
cause following written approval of the Owner. This clause applies to both DBE and non-
DBE subcontractors.
The prime contractor is responsible for issuing the Subcontractor's Prompt Payment
Certification to all subcontractors under this contract, and is required to ensure that all
subcontractors issue the certificate to each of their subcontractors. Each
contractor/subcontractor shall require each of their subcontractors to fill out and submit a
copy of the certification to the Sponsor's representative and the prime contractor prior to
each payment application until the subcontractor's work is complete.Not receiving the
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Elizabeth Field Airport Airfield Electrical Building Rehabilitation
certification from the subcontractor will be cause for the Sponsor's representative to
delay processing the payment application.
The following language in this section was taken from various sections of 49 CFR Part 26
titled Participation by Disadvantaged Business Enterprises in Department of Transportation
Financial Assistance Programs. They are not intended to be all encompassing,nor a
comprehensive reiteration of the regulation.
A. The Sponsor has established a Disadvantaged Business Enterprise(DBE)program in
accordance with regulations of the U.S. Department of Transportation(DOT), 49 CFR
Part 26. The Sponsor has received, or will receive,Federal financial assistance from the
Department of Transportation, and as a condition of receiving this assistance,the Sponsor
has signed an assurance that it will comply with 49 CFR Part 26.
It is the policy of the Sponsor to ensure that DBEs as defined in part 26,have an equal
opportunity to receive and participate in DOT—assisted contracts. It is also the policy of
the Sponsor:
1. To ensure nondiscrimination in the award and administration of DOT—assisted
contracts;
2. To create a level playing field on which DBEs can compete fairly for DOT-assisted
contracts;
3. To ensure that the DBE Program is narrowly tailored in accordance with applicable
law;
4. To ensure that only firms that fully meet 49 CFR Part 26 eligibility standards are
permitted to participate as DBEs;
5. To help remove barriers to the participation of DBEs in DOT assisted contracts;
6. To assist the development of firms that can compete successfully in the market place
outside the DBE Program.
B. The obligation of the bidder is to make good faith efforts. The bidder can demonstrate
that it has done so either by meeting the contract goal or documenting good faith efforts.
Examples of good faith efforts are found in Appendix A to Part 26.Determination
whether the bidder has made a good faith effort will be made by the Sponsor's DBE
Liaison Officer. The Contractor's DBE Plan must be acceptable to the Sponsor before
entering into a contract with the bidder.
Guidance pertaining to good faith efforts is provided in Appendix A to 49 CFR Part 26.
In general, the bidder must demonstrate that they have taken all necessary and reasonable
steps to achieve the identified DBE goal. The bidder should adequately document all such
efforts, including contacts of DBE firms that are not interested.
Good Faith Efforts:
Bidder must demonstrate that they made good faith efforts to achieve participation with
DBE firms.This requires that the bidder show that it took all necessary and reasonable
steps to secure participation by certified DBE firms.Mere pro forma efforts will not be
considered as a good faith effort.
Such actions constituting evidence of good faith efforts include but are not limited to:
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Elizabeth Field Airport Airfield Electrical Building Rehabilitation
— Soliciting DBE participation through all reasonable and available means. This
may include public advertisements and phone calls/faxes to known certified DBE
firms.
— Consult State Department of Transportation office to obtain a list of certified
DBE firms.
— Selecting portions of work that increases the likelihood that DBE firms will be
available to participate.
— Providing DBE firms with sufficient information and time to review the project
pans and specifications.
— Documenting all contacts with DBE firms. This includes name, address,phone
number, date of contact and record of conversation/negotiation.
C. Within 7 days of being informed by the Airport that it is not responsive because it has not
documented sufficient good faith efforts, a bidder may request administrative
reconsideration. Bidder/offerors should make this request in writing to the Sponsor's
reconsideration official. The reconsideration official will not have played any role in the
original determination that the bidder did not document sufficient good faith efforts.
As part of this reconsideration,the bidder/offeror will have the opportunity to provide
written documentation or argument concerning the issue of whether it met the goal or
made adequate good faith efforts to do so. The bidder/offeror will have the opportunity to
meet in person with the reconsideration official to discuss the issue of whether it met the
goal or made adequate good faith efforts to do. We will send the bidder/offeror a written
decision on reconsideration, explaining the basis for finding that the bidder did or did not
meet the goal or make adequate good faith efforts to do so.The result of the
reconsideration process is not administratively appealable to the Department of
Transportation.
D. Before transmitting to us its request to terminate and/or substitute a DBE subcontractor,
the prime contractor must give notice in writing to the DBE subcontractor,with a copy to
us,of its intent to request to terminate and/or substitute, and the reason for the request.
The prime contractor must give the DBE five days to respond to the prime contractor's
notice and advise us and the contractor of the reasons, if any,why it objects to the
proposed termination of its subcontract and why we should not approve the prime
contractor's action. If required in a particular case as a matter of public necessity (e.g.,
safety),we may provide a response period shorter than five days.
In addition to post-award terminations,the provisions of this section apply to pre-award
deletions of or substitutions for DBE firms put forward by offerors in negotiated
procurements.
The Airport will require a contractor to make good faith efforts to replace a DBE that is
terminated or has otherwise failed to complete its work on a contract with another
certified DBE. These good faith efforts shall be directed at finding another DBE to
perform at least the same amount of work under the contract as the DBE that was
terminated,to the extent needed to meet the contract goal that we established for the
procurement. The good faith efforts shall be documented by the contractor. If we
request documentation from the contractor under this provision,the contractor shall
submit the documentation to us within 7 days,which may be extended for an additional 7
days if necessary at the request of the contractor, and the recipient shall provide a written
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determination to the contractor stating whether or not good faith efforts have been
demonstrated.
As stated in Contract Assurance § 26.13, failure by the contractor to carry out the
requirements of this part is a material breach of the contract and may result in the
termination of the contract or such other remedies set forth in that section that we deem
appropriate if the prime contractor fails to comply with the requirements of this section.
If the contractor fails or refuses to comply in the time specified, our contracting office
will issue an order stopping all or part of payment/work until satisfactory action has been
taken. If the contractor still fails to comply,the contracting officer may issue a
termination for default proceeding.
E. The sponsor will require the contractor to maintain records and documents of payments
to DBEs for three years following the performance of the contract. These records will be
made available for inspection upon request by any authorized representative of the
Sponsor or DOT. This reporting requirement also extends to any certified DBE
subcontractor.
The Sponsor will perform interim audits of contract payments to DBEs. The audit will
review payments to DBE subcontractors to ensure that the actual amount paid to DBE
subcontractors equals or exceeds the dollar amounts stated in The Contractors DBE Plan.
At completion of work,the contractor will report to the Sponsor the actual amount paid to,
each DBE firm utilized for this contract. SEE THE DBE PARTICIPATION
SUMMARY FORM FOLLOWING THIS SECTION.
F. Fostering Small Business Participation (49 CFR Part 26, §26.39).
In accordance with 49 CFR Part 26.39,the Sponsor has created a Small Business Element
to structure contracting requirements to facilitate competition by small business concerns,
taking all reasonable steps to eliminate obstacles to their participation, including
unnecessary and unjustified bundling of contract requirements that may preclude small
business participation in procurements as prime contractors or subcontractors. For
clarification purposes,49 CFR Part 26.5 states "Small business concern means,with
respect to firms seeking to participate as DBEs in DOT-assisted contracts, a small
business concern as defined pursuant to section 3 of the Small Business Act and Small
Business Administration regulations implementing it(13 CFR part 12 1)that also does not
exceed the cap on average annual gross receipts specified in §26.65(b)."
49 CFR Part 26 §26.65(b) states"Even if it meets the requirements of paragraph(a) of
this section, a firm is not an eligible DBE in any Federal fiscal year if the firm(including
its affiliates)has had average annual gross receipts, as defined by SBA regulations(see
13 CFR 121.402), over the firm's previous three fiscal years, in excess of$23.98 million.
13 CFR 121.402 defines the size standards that are applicable to Federal Government
Contracting programs.
In compliance with this policy,the Sponsor's DBE Program in regard to §26.39 Fostering
Small Business Participation may include, but is not limited to,the following strategies:
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1. Set asides: Where feasible,the Sponsor will establish a percentage of the total value
of all prime contract and subcontract awards to be set aside for participation by small
businesses on FAA-assisted contracts.A"set-aside"is the reserving of a contract or a
portion of a contract exclusively for participation by small businesses. This requires
that the Sponsor and its prime contractors/consultants set aside a portion of the value
of each contract for participation by small businesses. A small business set-aside is
open to all small businesses regardless of the owner's gender,race or geographic
location. The DBELO, along with the project engineer will review FAA-assisted
purchases and contracts to assess the small business opportunities, giving
consideration to the size and scope of each purchase or contract to establish the set
aside percentage. This set aside is in addition to the DBE contract goals which may
be required pursuant to applicable law or policy.In the event that a set-aside is not
established on an FAA-assisted contract,the project manager and small business
officer will document why a small business set-aside is inappropriate.
2. Unbundling: The Sponsor,where feasible,may"unbundle"projects or separate large
contracts into smaller contracts which may be more suitable for small business
participation. The Sponsor will conduct contract reviews on each FAA-assisted
contract to determine whether portions of the project could be"unbundled"or bid
separately. Similarly,the Sponsor will encourage its prime contractors or prime
consultants to unbundle contracts to facilitate participation by small businesses.
The Sponsor has determined that an SBE program is not feasible for this Contract.
A13 DISTRACTED DRIVING
TEXTING WHEN DRIVING
In accordance with Executive Order 13513, "Federal Leadership on Reducing Text
Messaging While Driving", (10/1/2009)and DOT Order 3902.10,"Text Messaging While
Driving", (12/30/2009),the Federal Aviation Administration encourages recipients of Federal
grant funds to adopt and enforce safety policies that decrease crashes by distracted drivers,
including policies to ban text messaging while driving when performing work related to a
grant or subgrant.
In support of this initiative,the Owner encourages the Contractor to promote policies and
initiatives for its employees and other work personnel that decrease crashes by distracted
drivers, including policies that ban text messaging while driving motor vehicles while
performing work activities associated with the project. The Contractor must include the
substance of this clause in all sub-tier contracts exceeding$3,500 that involve driving a motor
vehicle in performance of work activities associated with the project.
A14 ENERGY CONSERVATION REQUIREMENTS
ENERGY CONSERVATION REQUIREMENTS
Contractor and Subcontractor agree to comply with mandatory standards and policies relating
to energy efficiency as contained in the state energy conservation plan issued in compliance
with the Energy Policy and Conservation Act(42 USC 6201 et seq).
A15 DRUG FREE WORKPLACE REQUIREMENTS
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The Drug-Free Workplace Act of 1988 requires some Federal contractors and all Federal
grantees to agree that they will provide drug-free workplaces as a condition of receiving a
contract or grant from a Federal agency. The Act does not apply to contractors,
subcontractors, or subgrantees, although the Federal grantee's workplace may be where the
contractors, subcontractors,or subgrantees are working.
A16 EQUAL EMPLOYEMENT OPPORTUNITY (EEO)
EQUAL OPPORTUNITY CLAUSE
During the performance of this contract,the Contractor agrees as follows:
(1) The Contractor will not discriminate against any employee or applicant for employment
because of race, color,religion, sex, or national origin. The Contractor will take
affirmative action to ensure that applicants are employed, and that employees are treated
during employment,without regard to their race, color,religion, sex, sexual orientation,
gender identify, or national origin. Such action shall include, but not be limited to,the
following: employment,upgrading, demotion, or transfer;recruitment or recruitment
advertising;layoff, or termination;rates of pay or other forms of compensation; and
selection for training, including apprenticeship. The Contractor agrees to post in
conspicuous places, available to employees and applicants for employment,notices to be
provided setting forth the provisions of this nondiscrimination clause.
(2) The Contractor will, in all solicitations or advertisements for employees placed by or on
behalf of the Contractor,state that all qualified applicants will receive considerations for
employment without regard to race, color,religion, sex, or national origin.
(3) The Contractor will send to each labor union or representative of workers with which it
has a collective bargaining agreement or other contract or understanding, a notice to be
provided advising the said labor union or workers' representatives of the Contractor's
commitments under this section and shall post copies of the notice in conspicuous places
available to employees and applicants for employment.
(4) The Contractor will comply with all provisions of Executive Order 11246 of September
24, 1965, and of the rules,regulations, and relevant orders of the Secretary of Labor.
(5) The Contractor will furnish all information and reports required by Executive Order
11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of
Labor, or pursuant thereto, and will permit access to his books,records, and accounts by
the administering agency and the Secretary of Labor for purposes of investigation to
ascertain compliance with such rules,regulations, and orders.
(6) In the event of the Contractor's noncompliance with the nondiscrimination clauses of this
contract or with any of the said rules,regulations, or orders,this contract may be
canceled,terminated, or suspended in whole or in part and the Contractor may be
declared ineligible for further Government contracts or federally assisted construction
contracts in accordance with procedures authorized in Executive Order 11246 of
September 24, 1965, and such other sanctions may be imposed and remedies invoked as
provided in Executive Order 11246 of September 24, 1965, or by rule,regulation, or
order of the Secretary of Labor, or as otherwise provided by law.
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(7) The Contractor will include the portion of the sentence immediately preceding paragraph
(1)and the provisions of paragraphs(1)through(7) in every subcontract or purchase
order unless exempted by rules,regulations, or orders of the Secretary of Labor issued
pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such
provisions will be binding upon each subcontractor or vendor. The Contractor will take
such action with respect to any subcontract or purchase order as the administering agency
may direct as a means of enforcing such provisions,including sanctions for
noncompliance: Provided,however,that in the event a contractor becomes involved in, or
is threatened with,litigation with a subcontractor or vendor as a result of such direction
by the administering agency the Contractor may request the United States to enter into
such litigation to protect the interests of the United States.
STANDARD FEDERAL EQUAL EMPLOYMENT OPPORTUNITY
CONSTRUCTION CONTRACT SPECIFICATIONS
1. As used in these specifications:
a. "Covered area"means the geographical area described in the solicitation from which
this contract resulted;
b. "Director"means Director, Office of Federal Contract Compliance Programs
(OFCCP),U.S. Department of Labor, or any person to whom the Director delegates
authority;
c. "Employer identification number"means the Federal social security number used on
the Employer's Quarterly Federal Tax Return,U.S. Treasury Department Form 941;
d. "Minority"includes:
(1)Black(all persons having origins in any of the Black African racial groups not of
Hispanic origin);
(2)Hispanic(all persons of Mexican,Puerto Rican,Cuban, Central or South
American, or other Spanish culture or origin regardless of race);
(3)Asian and Pacific Islander(all persons having origins in any of the original
peoples of the Far East, Southeast Asia,the Indian Subcontinent, or the Pacific
Islands); and
(4)American Indian or Alaskan native(all persons having origins in any of the
original peoples of North America and maintaining identifiable tribal affiliations
through membership and participation or community identification).
2. Whenever the Contractor, or any subcontractor at any tier, subcontracts a portion of the
work involving any construction trade, it shall physically include in each subcontract in
excess of$10,000 the provisions of these specifications and the Notice which contains
the applicable goals for minority and female participation and which is set forth in the
solicitations from which this contract resulted.
3. If the Contractor is participating(pursuant to 41 CFR part 60-4.5) in a Hometown Plan
approved by the U.S. Department of Labor in the covered area either individually or
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through an association, its affirmative action obligations on all work in the Plan area
(including goals and timetables) shall be in accordance with that Plan for those trades
which have unions participating in the Plan. Contractors shall be able to demonstrate their
participation in and compliance with the provisions of any such Hometown Plan. Each
contractor or subcontractor participating in an approved plan is individually required to
comply with its obligations under the EEO clause and to make a good faith effort to
achieve each goal under the Plan in each trade in which it has employees. The overall
good faith performance by other contractors or subcontractors toward a goal in an
approved Plan does not excuse any covered contractor's or subcontractor's failure to take
good faith efforts to achieve the Plan goals and timetables.
4. The Contractor shall implement the specific affirmative action standards provided in
paragraphs 7a through 7p of these specifications. The goals set forth in the solicitation
from which this contract resulted are expressed as percentages of the total hours of
employment and training of minority and female utilization the Contractor should
reasonably be able to achieve in each construction trade in which it has employees in the
covered area. Covered construction contractors performing construction work in a
geographical area where they do not have a Federal or federally assisted construction
contract shall apply the minority and female goals established for the geographical area
where the work is being performed. Goals are published periodically in the Federal
Register in notice form, and such notices may be obtained from any Office of Federal
Contract Compliance Programs office or from Federal procurement contracting officers.
The Contractor is expected to make substantially uniform progress in meeting its goals in
each craft during the period specified.
5. Neither the provisions of any collective bargaining agreement nor the failure by a union
with whom the Contractor has a collective bargaining agreement to refer either minorities
or women shall excuse the Contractor's obligations under these specifications, Executive
Order 11246, or the regulations promulgated pursuant thereto.
6. In order for the non-working training hours of apprentices and trainees to be counted in
meeting the goals, such apprentices and trainees shall be employed by the Contractor
during the training period and the Contractor shall have made a commitment to employ
the apprentices and trainees at the completion of their training, subject to the availability
of employment opportunities. Trainees shall be trained pursuant to training programs
approved by the U.S. Department of Labor.
7. The Contractor shall take specific affirmative actions to ensure equal employment
opportunity. The evaluation of the Contractor's compliance with these specifications
shall be based upon its effort to achieve maximum results from its actions. The
Contractor shall document these efforts fully and shall implement affirmative action steps
at least as extensive as the following:
a. Ensure and maintain a working environment free of harassment, intimidation, and
coercion at all sites, and in all facilities at which the Contractor's employees are
assigned to work. The Contractor,where possible,will assign two or more women to
each construction project. The Contractor shall specifically ensure that all foremen,
superintendents, and other onsite supervisory personnel are aware of and carry out
the Contractor's obligation to maintain such a working environment,with specific
attention to minority or female individuals working at such sites or in such facilities.
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b. Establish and maintain a current list of minority and female recruitment sources,
provide written notification to minority and female recruitment sources and to
community organizations when the Contractor or its unions have employment
opportunities available, and maintain a record of the organizations' responses.
c. Maintain a current file of the names, addresses, and telephone numbers of each
minority and female off-the-street applicant and minority or female referral from a
union, a recruitment source, or community organization and of what action was taken
with respect to each such individual. If such individual was sent to the union hiring
hall for referral and was not referred back to the Contractor by the union or, if
referred,not employed by the Contractor, this shall be documented in the file with
the reason therefore along with whatever additional actions the Contractor may have
taken.
d. Provide immediate written notification to the Director when the union or unions with
which the Contractor has a collective bargaining agreement has not referred to the
Contractor a minority person or female sent by the Contractor, or when the
Contractor has other information that the union referral process has impeded the
Contractor's efforts to meet its obligations.
e. Develop on-the-job training opportunities and/or participate in training programs for
the area which expressly include minorities and women, including upgrading
programs and apprenticeship and trainee programs relevant to the Contractor's
employment needs, especially those programs funded or approved by the Department
of Labor. The Contractor shall provide notice of these programs to the sources
compiled under 7b above.
f. Disseminate the Contractor's EEO policy by providing notice of the policy to unions
and training programs and requesting their cooperation in assisting the Contractor in
meeting its EEO obligations;by including it in any policy manual and collective
bargaining agreement;by publicizing it in the company newspaper, annual report,
etc.;by specific review of the policy with all management personnel and with all
minority and female employees at least once a year; and by posting the company
EEO policy on bulletin boards accessible to all employees at each location where
construction work is performed.
g. Review, at least annually,the company's EEO policy and affirmative action
obligations under these specifications with all employees having any responsibility
for hiring, assignment, layoff,termination, or other employment decisions, including
specific review of these items,with onsite supervisory personnel such
superintendents,general foremen, etc.,prior to the initiation of construction work at
any job site. A written record shall be made and maintained identifying the time and
place of these meetings,persons attending, subject matter discussed, and disposition
of the subject matter.
h. Disseminate the Contractor's EEO policy externally by including it in any advertising
in the news media, specifically including minority and female news media, and
providing written notification to and discussing the Contractor's EEO policy with
other contractors and subcontractors with whom the Contractor does or anticipates
doing business.
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i. Direct its recruitment efforts, both oral and written,to minority, female, and
community organizations,to schools with minority and female students; and to
minority and female recruitment and training organizations serving the Contractor's
recruitment area and employment needs. Not later than one month prior to the date
for the acceptance of applications for apprenticeship or other training by any
recruitment source,the Contractor shall send written notification to organizations,
such as the above, describing the openings, screening procedures, and tests to be used
in the selection process.
j. Encourage present minority and female employees to recruit other minority persons
and women and,where reasonable,provide after school, summer, and vacation
employment to minority and female youth both on the site and in other areas of a
contractor's workforce.
k. Validate all tests and other selection requirements where there is an obligation to do
so under 41 CFR part 60-3.
1. Conduct, at least annually, an inventory and evaluation at least of all minority and
female personnel, for promotional opportunities and encourage these employees to
seek or to prepare for,through appropriate training, etc., such opportunities.
in. Ensure that seniority practices,job classifications, work assignments, and other
personnel practices do not have a discriminatory effect by continually monitoring all
personnel and employment related activities to ensure that the EEO policy and the
Contractor's obligations under these specifications are being carried out.
n. Ensure that all facilities and company activities are non-segregated except that
separate or single user toilet and necessary changing facilities shall be provided to
assure privacy between the sexes.
o. Document and maintain a record of all solicitations of offers for subcontracts from
minority and female construction contractors and suppliers,including circulation of
solicitations to minority and female contractor associations and other business
associations.
p. Conduct a review, at least annually, of all supervisor's adherence to and performance
under the Contractor's EEO policies and affirmative action obligations.
8. Contractors are encouraged to participate in voluntary associations,which assist in
fulfilling one or more of their affirmative action obligations(7a through 7p). The efforts
of a contractor association,joint contractor union, contractor community, or other similar
groups of which the Contractor is a member and participant may be asserted as fulfilling
any one or more of its obligations under 7a through 7p of these specifications provided
that the Contractor actively participates in the group,makes every effort to assure that the
group has a positive impact on the employment of minorities and women in the industry,
ensures that the concrete benefits of the program are reflected in the Contractor's
minority and female workforce participation,makes a good faith effort to meet its
individual goals and timetables, and can provide access to documentation which
demonstrates the effectiveness of actions taken on behalf of the Contractor. The
obligation to comply,however, is the Contractor's and failure of such a group to fulfill an
obligation shall not be a defense for the Contractor's noncompliance.
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9. A single goal for minorities and a separate single goal for women have been established.
The Contractor,however, is required to provide equal employment opportunity and to
take affirmative action for all minority groups,both male and female, and all women,
both minority and non-minority. Consequently, if the particular group is employed in a
substantially disparate manner(for example, even though the Contractor has achieved its
goals for women generally),the Contractor may be in violation of the Executive Order if
a specific minority group of women is underutilized.
10. The Contractor shall not use the goals and timetables or affirmative action standards to
discriminate against any person because of race, color,religion, sex, or national origin.
11. The Contractor shall not enter into any subcontract with any person or firm debarred from
Government contracts pursuant to Executive Order 11246.
12. The Contractor shall carry out such sanctions and penalties for violation of these
specifications and of the Equal Opportunity Clause, including suspension,termination,
and cancellation of existing subcontracts as may be imposed or ordered pursuant to
Executive Order 11246, as amended, and its implementing regulations,by the Office of
Federal Contract Compliance Programs. Any contractor who fails to carry out such
sanctions and penalties shall be in violation of these specifications and Executive Order
11246, as amended.
13. The Contractor, in fulfilling its obligations under these specifications, shall implement
specific affirmative action steps, at least as extensive as those standards prescribed in
paragraph 7 of these specifications, so as to achieve maximum results from its efforts to
ensure equal employment opportunity.If the Contractor fails to comply with the
requirements of the Executive Order,the implementing regulations,or these
specifications,the Director shall proceed in accordance with 41 CFR part 60-4.8.
14. The Contractor shall designate a responsible official to monitor all employment related
activity to ensure that the company EEO policy is being carried out,to submit reports
relating to the provisions hereof as may be required by the Government,and to keep
records. Records shall at least include for each employee,the name, address,telephone
number, construction trade,union affiliation if any, employee identification number when
assigned,social security number,race, sex, status(e.g.,mechanic,apprentice,trainee,
helper, or laborer),dates of changes in status,hours worked per week in the indicated
trade,rate of pay, and locations at which the work was performed. Records shall be
maintained in an easily understandable and retrievable form; however,to the degree that
existing records satisfy this requirement, contractors shall not be required to maintain
separate records.
15.Nothing herein provided shall be construed as a limitation upon the application of other
laws which establish different standards of compliance or upon the application of
requirements for the hiring of local or other area residents (e.g. those under the Public
Works Employment Act of 1977 and the Community Development Block Grant
Program).
A17 FEDERAL FAIR LABOR STANDARDS ACT (FEDERAL MINIMUM
WAGE)
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SOLICITATION CLAUSE
All contracts and subcontracts that result from this solicitation incorporate by reference the
provisions of 29 CFR part 201,the Federal Fair Labor Standards Act(FLSA),with the same
force and effect as if given in full text. The FLSA sets minimum wage, overtime pay,
recordkeeping, and child labor standards for full and part-time workers.
The Contractor has full responsibility to monitor compliance to the referenced statute or
regulation. The Contractor must address any claims or disputes that arise from this
requirement directly with the U.S. Department of Labor—Wage and Hour Division.
A18 LOBBYING AND INFLUENCING FEDERAL EMPLOYEES
NOTE: Certification is included in the PROPOSAL.
A19 PROHIBITION of SEGREGATED FACILITIES
PROHIBITION OF SEGREGATED FACILITIES
(a) The Contractor agrees that it does not and will not maintain or provide for its employees
any segregated facilities at any of its establishments, and that it does not and will not
permit its employees to perform their services at any location under its control where
segregated facilities are maintained. The Contractor agrees that a breach of this clause is
a violation of the Equal Employment Opportunity clause in this contract.
(b) "Segregated facilities," as used in this clause,means any waiting rooms,work areas,rest
rooms and wash rooms,restaurants and other eating areas,time clocks, locker rooms and
other storage or dressing areas,parking lots, drinking fountains,recreation or
entertainment areas,transportation, and housing facilities provided for employees that are
segregated by explicit directive or are in fact segregated on the basis of race, color,
religion, sex, or national origin because of written or oral policies or employee custom.
The term does not include separate or single-user rest rooms or necessary dressing or
sleeping areas provided to assure privacy between the sexes.
(c) The Contractor shall include this clause in every subcontract and purchase order that is
subject to the Equal Employment Opportunity clause of this contract.
A20 OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970
CONTRACT CLAUSE
All contracts and subcontracts that result from this solicitation incorporate by reference the
requirements of 29 CFR Part 1910 with the same force and effect as if given in full text. The
employer must provide a work environment that is free from recognized hazards that may
cause death or serious physical harm to the employee. The employer retains full
responsibility to monitor its compliance and their subcontractor's compliance with the
applicable requirements of the Occupational Safety and Health Act of 1970 (20 CFR Part
1910). The employer must address any claims or disputes that pertain to a referenced
requirement directly with the U.S. Department of Labor—Occupational Safety and Health
Administration.
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A21 PROCUREMENT OF RECOVERED MATERIALS
PROCUREMENT OF RECOVERED MATERIALS
Contractor and subcontractor agree to comply with Section 6002 of the Solid Waste Disposal
Act, as amended by the Resource Conservation and Recovery Act, and the regulatory
provisions of 40 CFR Part 247. In the performance of this contract and to the extent
practicable,the Contractor and subcontractors are to use products containing the highest
percentage of recovered materials for items designated by the Environmental Protection
Agency(EPA)under 40 CFR Part 247 whenever:
1) The contract requires procurement of$10,000 or more of a designated item during
the fiscal year; or
2) The contractor has procured$10,000 or more of a designated item using Federal
funding during the previous fiscal year.
The list of EPA-designated items is available at www.epa.gov/smm/comprehensive-
procurement-guidelines-construction-products.
Section 6002(c)establishes exceptions to the preference for recovery of EPA-designated
products if the contractor can demonstrate the item is:
a) Not reasonably available within a timeframe providing for compliance with the
contract performance schedule;
b) Fails to meet reasonable contract performance requirements; or
c) Is only available at an unreasonable price.
A22 RIGHT TO INVENTIONS (Section not applicable.)
A23 SEISMIC SAFETY(Section not applicable.)
A24 TAX DELINQUENCY AND FELONY CONVICTIONS
NOTE: Certification is included in the PROPOSAL.
A25 TERMINATION OF CONTRACT
TERMINATION FOR CONVENIENCE (CONSTRUCTION & EQUIPMENT
CONTRACTS)
The Owner may terminate this contract in whole or in part at any time by providing written
notice to the Contractor. Such action may be without cause and without prejudice to any
other right or remedy of Owner. Upon receipt of a written notice of termination, except as
explicitly directed by the Owner,the Contractor shall immediately proceed with the following
obligations regardless of any delay in determining or adjusting amounts due under this clause:
1. Contractor must immediately discontinue work as specified in the written notice.
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2. Terminate all subcontracts to the extent they relate to the work terminated under the
notice.
3. Discontinue orders for materials and services except as directed by the written notice.
4. Deliver to the Owner all fabricated and partially fabricated parts, completed and
partially completed work, supplies, equipment and materials acquired prior to
termination of the work, and as directed in the written notice.
5. Complete performance of the work not terminated by the notice.
6. Take action as directed by the Owner to protect and preserve property and work
related to this contract that Owner will take possession.
Owner agrees to pay Contractor for:
1) completed and acceptable work executed in accordance with the contract documents
prior to the effective date of termination;
2) documented expenses sustained prior to the effective date of termination in
performing work and furnishing labor,materials, or equipment as required by the
contract documents in connection with uncompleted work;
3) reasonable and substantiated claims, costs, and damages incurred in settlement of
terminated contracts with Subcontractors and Suppliers; and
4) reasonable and substantiated expenses to the Contractor directly attributable to
Owner's termination action.
Owner will not pay Contractor for loss of anticipated profits or revenue or other economic
loss arising out of or resulting from the Owner's termination action.
The rights and remedies this clause provides are in addition to any other rights and remedies
provided by law or under this contract.
TERMINATION FOR DEFAULT (CONSTRUCTION)
Section 80-09 of FAA Advisory Circular 150/5370-10 establishes conditions,rights, and
remedies associated with Owner termination of this contract due to default of the Contractor.
TERMINATION FOR DEFAULT(EQUIPMENT)
The Owner may,by written notice of default to the Contractor,terminate all or part of this
Contract if the Contractor:
1. Fails to commence the Work under the Contract within the time specified in the
Notice-to-Proceed;
2. Fails to make adequate progress as to endanger performance of this Contract in
accordance with its terms;
3. Fails to make delivery of the equipment within the time specified in the Contract,
including any Owner approved extensions;
4. Fails to comply with material provisions of the Contract;
5. Submits certifications made under the Contract and as part of their proposal that
include false or fraudulent statements; or
6. Becomes insolvent or declares bankruptcy.
If one or more of the stated events occur,the Owner will give notice in writing to the
Contractor and Surety of its intent to terminate the contract for cause. At the Owner's
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discretion,the notice may allow the Contractor and Surety an opportunity to cure the breach
or default:
If within,10 days of the receipt of notice,the Contractor or Surety fails to remedy the breach
or default to the satisfaction of the Owner,the Owner has authority to acquire equipment by
other procurement action. The Contractor will be liable to the Owner for any excess costs the
Owner incurs for acquiring such similar equipment.
Payment for completed equipment delivered to and accepted by the Owner shall be at the
Contract price. The Owner may withhold from amounts otherwise due the Contractor for
such completed equipment, such sum as the Owner determines to be necessary to protect the
Owner against loss because of Contractor default.
Owner will not terminate the Contractor's right to proceed with the Work under this clause if
the delay in completing the work arises from unforeseeable causes beyond the control and
without the fault or negligence of the Contractor. Examples of such acceptable causes
include: acts of God, acts of the Owner,acts of another Contractor in the performance of a
contract with the Owner,and severe weather events that substantially exceed normal
conditions for the location.
If,after termination of the Contractor's right to proceed,the Owner determines that the
Contractor was not in default, or that the delay was excusable,the rights and obligations of
the parties will be the same as if the Owner issued the termination for the convenience the
Owner.
The rights and remedies of the Owner in this clause are in addition to any other rights and
remedies provided by law or under this contract.
A26 TRADE RESTRICTION CERTIFICATION
NOTE: Certification is included in the PROPOSAL.
A27 VETERAN'S PREFERENCE
VETERAN'S PREFERENCE
In the employment of labor(excluding executive,administrative, and supervisory positions),
the Contractor and all sub-tier contractors must give preference to covered veterans as
defined within Title 49 United States Code Section 47112. Covered veterans include
Vietnam-era veterans,Persian Gulf veterans,Afghanistan-Iraq war veterans,disabled
veterans, and small business concerns (as defined by 15-USC 632)owned and controlled by
disabled veterans. This preference only applies when there are covered veterans readily
available and qualified to perform the work to which the employment relates.
70-22 New York State Department of Transportation(NYSDOT)standard clauses for New
York state contracts. The following verbiage is included verbatim as required by a New York
State Department of Transportation grant assurance:
Standard Clauses For New York State Contracts-Appendix A. The parties to the attached
contract,license, lease, amendment or other agreement of any kind(hereinafter, "the contract" or
"this contract")agree to be bound by the following clauses which are hereby made a part of the
contract(the word"Contractor"herein refers to any party other than the State,whether a
2014 GP 200-43
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contractor, licenser, licensee, lessor, lessee or any other party):
1. EXECUTORY CLAUSE. In accordance with Section 41 of the State Finance Law,the State
shall have no liability under this contract to the Contractor or to anyone else beyond funds
appropriated and available for this contract.
2. NON-ASSIGNMENT CLAUSE. In accordance with Section 138 of the State Finance Law,
this contract may not be assigned by the Contractor or its right,title or interest therein assigned,
transferred, conveyed, sublet or otherwise disposed of without the State's previous written
consent, and attempts to do so are null and void. Notwithstanding the foregoing, such prior
written consent of an assignment of a contract let pursuant to Article XI of the State Finance
Law may be waived at the discretion of the contracting agency and with the concurrence of the
State Comptroller where the original contract was subject to the State Comptroller's approval,
where the assignment is due to a reorganization, merger or consolidation of the Contractor's
business entity or enterprise.The State retains its right to approve an assignment and to require
that any Contractor demonstrate its responsibility to do business with the State.The Contractor
may, however, assign its right to receive payments without the State's prior written consent
unless this contract concerns Certificates of Participation pursuant to Article 5-A of the State
Finance Law.
3. COMPTROLLER'S APPROVAL.In accordance with Section 112 of the State Finance Law
(or,if this contract is with the State University or City University of New York, Section 355 or
Section 6218 of the Education Law), if this contract exceeds $50,000 (or the minimum
thresholds agreed to by the Office of the State Comptroller for certain S.U.N.Y. and C.U.N.Y.
contracts), or if this is an amendment for any amount to a contract which, as so amended,
exceeds said statutory amount, or if,by this contract, the State agrees to give something other
than money when the value or reasonably estimated value of such consideration exceeds
$10,000, it shall not be valid, effective or binding upon the State until it has been approved by
the State Comptroller and filed in his office. Comptroller's approval of contracts let by the
Office of General Services is required when such contracts exceed$85,000(State Finance Law
Section 163.6.a).
4. WORKERS' COMPENSATION BENEFITS. In accordance with Section 142 of the State
Finance Law,this contract shall be void and of no force and effect unless the Contractor shall
provide and maintain coverage during the life of this contract for the benefit of such employees
as are required to be covered by the provisions of the Workers' Compensation Law.
5. NON-DISCRIMINATION REQUIREMENTS. To the extent required by Article 15 of the
Executive Law(also known as the Human Rights Law)and all other State and Federal statutory
and constitutional non-discrimination provisions, the Contractor will not discriminate against
any employee or applicant for employment because of race, creed, color, sex, national origin,
sexual orientation, age, disability, genetic predisposition or carrier status, or marital status.
Furthermore, in accordance with Section 220-e of the Labor Law, if this is a contract for the
construction, alteration or repair of any public building or public work or for the manufacture,
sale or distribution of materials,equipment or supplies, and to the extent that this contract shall
be performed within the State of New York, Contractor agrees that neither it nor its
subcontractors shall, by reason of race, creed, color, disability, sex, or national origin: (a)
discriminate in hiring against any New York State citizen who is qualified and available to
perform the work; or (b) discriminate against or intimidate any employee hired for the
performance of work under this contract. If this is a building service contract as defined in
Section 230 of the Labor Law,then,in accordance with Section 239 thereof, Contractor agrees
2014 GP 200-44
Elizabeth Field Airport Airfield Electrical Building Rehabilitation
that neither it nor its subcontractors shall by reason of race, creed, color, national origin, age,
sex or disability: (a)discriminate in hiring against any New York State citizen who is qualified
and available to perform the work;or(b)discriminate against or intimidate any employee hired
for the performance of work under this contract. Contractor is subject to fines of$50.00 per
person per day for any violation of Section 220-e or Section 239 as well as possible termination
of this contract and forfeiture of all moneys due hereunder for a second or subsequent violation.
6. WAGE AND HOURS PROVISIONS. If this is a public work contract covered by Article 8
of the Labor Law or a building service contract covered by Article 9 thereof, neither
Contractor's employees nor the employees of its subcontractors may be required or pennitted
to work more than the number of hours or days stated in said statutes, except as otherwise
provided in the Labor Law and as set forth in prevailing wage and supplement schedules issued
by the State Labor Department. Furthermore, Contractor and its subcontractors must pay at
least the prevailing wage rate and pay or provide the prevailing supplements, including the
premium rates for overtime pay, as determined by the State Labor Department in accordance
I with the Labor Law. Additionally, effective April 28, 2008, if this is a public work contract
covered by Article 8 of the Labor Law,the Contractor understands and agrees that the filing of
payrolls in a manner consistent with Subdivision 3a of Section 220 of the Labor Law shall be
a condition precedent to payment by the State of any State approved sums due and owing for
work done upon the project. SEE "SPECIAL NOTE" REGARDING PREVAILING
WAGE RATES FOLLOWING THIS SECTION.
7. NON-COLLUSIVE BIDDING CERTIFICATION.In accordance with Section 139-d of the
State Finance Law,if this contract was awarded based upon the submission of bids,Contractor
affirms,under penalty of perjury,that its bid was arrived at independently and without collusion
II aimed at restricting competition. Contractor further affirms that, at the time Contractor
submitted its bid, an authorized and responsible person executed and delivered to the State a
non-collusive bidding certification on Contractor's behalf.
8. INTERNATIONAL BOYCOTT PROHIBITION. In accordance with Section 220-f of the
Labor Law and Section 139-h of the State Finance Law, if this contract exceeds $5,000, the
Contractor agrees, as a material condition of the contract, that neither the Contractor nor any
substantially owned or affiliated person, firm, partnership or corporation has participated, is
participating, or shall participate in an international boycott in violation of the federal Export
Administration Act of 1979 (50 USC App. Sections 2401 et seq.)or regulations thereunder. If
If such Contractor, or any of the aforesaid affiliates of Contractor, is convicted or is otherwise
found to have violated said laws or regulations upon the final determination of the United States
Commerce Department or any other appropriate agency of the United States subsequent to the
'I contract's execution,such contract,amendment or modification thereto shall be rendered forfeit
and void. The Contractor shall so notify the State Comptroller within five (5)business days of
such conviction, determination or disposition of appeal(2NYCRR 105.4).
9. SET-OFF RIGHTS.The State shall have all of its common law,equitable and statutory rights
of set-off.These rights shall include,but not be limited to,the State's option to withhold for the
II purposes of set-off any moneys due to the Contractor under this contract up to any amounts
due and owing to the State with regard to this contract, any other contract with any State
department or agency, including any contract for a term commencing prior to the term of this
contract,plus any amounts due and owing to the State for any other reason including, without
'I limitation,tax delinquencies,fee delinquencies or monetary penalties relative thereto.The State
shall exercise its set-off rights in accordance with normal State practices including,in cases of
'I 2014 GP 200-45
II
Elizabeth Field Airport Airfield Electrical Building Rehabilitation
set-off pursuant to an audit, the finalization of such audit by the State agency, its
representatives, or the State Comptroller.
10. RECORDS.The Contractor shall establish and maintain complete and accurate books,records,
documents, accounts and other evidence directly pertinent to performance under this contract
(hereinafter, collectively, "the Records"). The Records must be kept for the balance of the
calendar year in which they were made and for six (6) additional years thereafter. The State
Comptroller, the Attorney General and any other person or entity authorized to conduct an
examination, as well as the agency or agencies involved in this contract, shall have access to
the Records during normal business hours at an office of the Contractor within the State of New
York or,if no such office is available, at a mutually agreeable and reasonable venue within the
State, for the term specified above for the purposes of inspection, auditing and copying. The
State shall take reasonable steps to protect from public disclosure any of the Records which are
exempt from disclosure under Section 87 of the Public Officers Law (the "Statute")provided
that: (i) the Contractor shall timely inform an appropriate State official, in writing, that said
records should not be disclosed; and (ii) said records shall be sufficiently identified; and (iii)
designation of said records as exempt under the Statute is reasonable.Nothing contained herein
shall diminish, or in any way adversely affect, the State's right to discovery in any pending or
future litigation.
11. IDENTIFYING INFORMATION AND PRIVACY NOTIFICATION.
(a) FEDERAL EMPLOYER IDENTIFICATION NUMBER and/or FEDERAL SOCIAL
SECURITY NUMBER.All invoices or New York State standard vouchers submitted for
payment for the sale of goods or services or the lease of real or personal property to a
New York State agency must include the payee's identification number,i.e.,the seller's or
lessor's identification number. The number is either the payee's Federal employer
identification number or Federal social security number, or both such numbers when the
payee has both such numbers.Failure to include this number or numbers may delay
payment. Where the payee does not have such number or numbers,the payee, on its
invoice or New York State standard voucher,must give the reason or reasons why the
payee does not have such number or numbers.
(b) PRIVACY NOTIFICATION. (1)The authority to request the above personal information
from a seller of goods or services or a lessor of real or personal property, and the
authority to maintain such information, is found in Section 5 of the State Tax Law.
Disclosure of this information by the seller or lessor to the State is mandatory. The
principal purpose for which the information is collected is to enable the State to identify
individuals,businesses and others who have been delinquent in filing tax returns or may
have understated their tax liabilities and to generally identify persons affected by the
taxes administered by the Commissioner of Taxation and Finance. The information will
be used for tax administration purposes and for any other purpose authorized by law. (2)
The personal information is requested by the purchasing unit of the agency contracting to
purchase the goods or services or lease the real or personal property covered by this
contract or lease. The information is maintained in New York State's Central Accounting
System by the Director of Accounting Operations, Office of the State Comptroller, 110
State Street,Albany,New York 12236.
12. EQUAL EMPLOYMENT OPPORTUNITIES FOR MINORITIES AND WOMEN. In
accordance with Section 312 of the Executive Law, if this contract is: (i)a written agreement
or purchase order instrument,providing for a total expenditure in excess of$25,000.00,
2014 GP 200-46
Elizabeth Field Airport Airfield Electrical Building Rehabilitation
whereby a contracting agency is committed to expend or does expend funds in return for
labor,services,supplies,equipment,materials or any combination of the foregoing,to be
performed for, or rendered or furnished to the contracting agency; or(ii) a written agreement
in excess of$100,000.00 whereby a contracting agency is committed to expend or does
expend funds for the acquisition, construction, demolition,replacement,major repair or
renovation of real property and improvements thereon;or (iii) a written agreement in excess
of$100,000.00 whereby the owner of a State assisted housing project is committed to expend
or does expend funds for the acquisition, construction, demolition,replacement, major repair
or renovation of real property and improvements thereon for such project,then: (a)The
Contractor will not discriminate against employees or applicants for employment because of
race,creed, color,national origin, sex, age, disability or marital status, and will undertake or
continue existing programs of affirmative action to ensure that minority group members and
women are afforded equal employment opportunities without discrimination. Affirmative
action shall mean recruitment, employment,job assignment,promotion,upgradings,
demotion,transfer, layoff, or termination and rates of pay or other forms of compensation; (b)
at the request of the contracting agency,the Contractor shall request each employment
agency, labor union, or authorized representative of workers with which it has a collective
bargaining or other agreement or understanding,to furnish a written statement that such
employment agency, labor union or representative will not discriminate on the basis of race,
I creed, color,national origin, sex, age, disability or marital status and that such union or
representative will affirmatively cooperate in the implementation of the contractor's
obligations herein; and(c)the Contractor shall state, in all solicitations or advertisements for
�I employees, that, in the performance of the State contract, all qualified applicants will be
afforded equal employment opportunities without discrimination because of race, creed,
color,national origin, sex, age, disability or marital status.
�I Contractor will include the provisions of"a", "b", and "c" above, in every subcontract over
$25,000.00 for the construction, demolition, replacement, major repair, renovation, planning
or design of real property and improvements thereon (the "Work") except where the Work is
for the beneficial use of the Contractor. Section 312 does not apply to: (i) work, goods or
services unrelated to this contract; or(ii) employment outside New York State; or(iii)banking
services, insurance policies or the sale of securities. The State shall consider compliance by a
contractor or subcontractor with the requirements of any federal law concerning equal
employment opportunity which effectuates the purpose of this section. The contracting agency
shall determine whether the imposition of the requirements of the provisions hereof duplicate
'I or conflict with any such federal law and if such duplication or conflict exists,the contracting
agency shall waive the applicability of Section 312 to the extent of such duplication or conflict.
Contractor will comply with all duly promulgated and lawful rules and regulations of the
Governor's Office of Minority and Women's Business Development pertaining hereto.
13. CONFLICTING TERMS. In the event of a conflict between the terms of the contract
'I (including any and all attachments thereto and amendments thereof) and the terms of this
Appendix A,the terms of this Appendix A shall control.
I� 14. GOVERNING LAW. This contract shall be governed by the laws of the State of New York
except where the Federal supremacy clause requires otherwise.
15. LATE PAYMENT. Timeliness of payment and any interest to be paid to Contractor for late
payment shall be governed by Article 11-A of the State Finance Law to the extent required by
law.
II2014 GP 200-47
Elizabeth Field Airport Airfield Electrical Building Rehabilitation
16. NO ARBITRATION.Disputes involving this contract,including the breach or alleged breach
thereof,may not be submitted to binding arbitration (except where statutorily authorized),but
must, instead,be heard in a court of competent jurisdiction of the State of New York.
17. SERVICE OF PROCESS. In addition to the methods of service allowed by the State Civil
Practice Law &Rules ("CPLR"), Contractor hereby consents to service of process upon it by
registered or certified mail,return receipt requested. Service hereunder shall be complete upon
Contractor's actual receipt of process or upon the State's receipt of the return thereof by the
United States Postal Service as refused or undeliverable. Contractor must promptly notify the
State,in writing, of each and every change of address to which service of process can be made.
Service by the State to the last known address shall be sufficient. Contractor will have thirty
(30) calendar days after service hereunder is complete in which to respond.
18. PROHIBITION ON PURCHASE OF TROPICAL HARDWOODS. The Contractor
certifies and warrants that all wood products to be used under this contract award will be in
accordance with,but not limited to,the specifications and provisions of Section 165 of the State
Finance Law, (Use of Tropical Hardwoods) which prohibits purchase and use of tropical
hardwoods,unless specifically exempted,by the State or any governmental agency or political
subdivision or public benefit corporation. Qualification for an exemption under this law will
be the responsibility of the contractor to establish to meet with the approval of the State.
In addition, when any portion of this contract involving the use of woods, whether supply or
installation, is to be performed by any subcontractor, the prime Contractor will indicate and
certify in the submitted bid proposal that the subcontractor has been informed and is in
compliance with specifications and provisions regarding use of tropical hardwoods as detailed
in §165 State Finance Law. Any such use must meet with the approval of the State; otherwise,
the bid may not be considered responsive. Under bidder certifications, proof of qualification
for exemption will be the responsibility of the Contractor to meet with the approval of the State.
19. MACBRIDE FAIR EMPLOYMENT PRINCIPLES.In accordance with the MacBride Fair
Employment Principles (Chapter 807 of the Laws of 1992), the Contractor hereby stipulates
that the Contractor either(a) has no business operations in Northern Ireland, or (b) shall take
lawful steps in good faith to conduct any business operations in Northern Ireland in accordance
with the MacBride Fair Employment Principles (as described in Section 165 of the New York
State Finance Law), and shall permit independent monitoring of compliance with such
principles.
20. OMNIBUS PROCUREMENT ACT OF 1992.It is the policy of New York State to maximize
opportunities for the participation of New York State business enterprises, including minority
and women-owned business enterprises as bidders, subcontractors and suppliers on its
procurement contracts.
Information on the availability of New York State subcontractors and suppliers is available
from:
NYS Department of Economic Development
Division for Small Business
30 South Pearl St--7th Floor
Albany,New York 12245
Telephone: 518-292-5220
Fax: 518-292-5884
http://www.empire.state.ny.us
2014 GP 200-48
Elizabeth Field Airport Airfield Electrical Building Rehabilitation
A directory of certified minority and women-owned business enterprises is available from:
NYS Department of Economic Development Division of Minority and Women's Business
Development 30 South Pearl St--2nd Floor Albany,New York 12245 Telephone: 518-292-
5250 Fax: 518-292-5803 http://www.empire.state.ny.us
The Omnibus Procurement Act of 1992 requires that by signing this bid proposal or contract,
as applicable,Contractors certify that whenever the total bid amount is greater than$1 million:
a) The Contractor has made reasonable efforts to encourage the participation of New York
State Business Enterprises as suppliers and subcontractors, including certified minority and
women-owned business enterprises, on this project, and has retained the documentation of
these efforts to be provided upon request to the State; (b) The Contractor has complied with
the Federal Equal Opportunity Act of 1972 (P.L. 92-261), as amended; (c) The Contractor
agrees to make reasonable efforts to provide notification to New York State residents of
employment opportunities on this project through listing any such positions with the Job
Service Division of the New York State Department of Labor, or providing such notification
in such manner as is consistent with existing collective bargaining contracts or agreements.The
Contractor agrees to document these efforts,and to provide said documentation to the State
upon request; and (d) The Contractor acknowledges notice that the State may seek to obtain
offset credits from foreign countries as a result of this contract and agrees to cooperate with the
State in these efforts.
21. RECIPROCITY AND SANCTIONS PROVISIONS. Bidders are hereby notified that if
their principal place of business is located in a country, nation, province, state or political
subdivision that penalizes New York State vendors,and if the goods or services they offer will
be substantially produced or performed outside New York State, the Omnibus Procurement
Act 1994 and 2000 amendments(Chapter 684 and Chapter 383,respectively)require that they
be denied contracts which they would otherwise obtain. NOTE: As of May 15, 2002, the list
of discriminatory jurisdictions subject to this provision includes the states of South Carolina,
Alaska, West Virginia, Wyoming, Louisiana and Hawaii. Contact NYS Department of
Economic Development for a current list of jurisdictions subject to this provision.
22. COMPLIANCE WITH NEW YORK STATE INFORMATION SECURITY BREACH
AND NOTIFICATION ACT. Contractor shall comply with the provisions of the New York
State Information Security Breach and Notification Act (General Business Law Section 899-
aa; State Technology Law Section 208).
23. COMPLIANCE WITH CONSULTANT DISCLOSURE LAW. If this is a contract for
consulting services, defined for purposes of this requirement to include analysis, evaluation,
research, training, data processing, computer programming, engineering, environmental,
health, and mental health services, accounting, auditing, paralegal, legal or similar services,
then, in accordance with Section 163 (4-g) of the State Finance Law (as amended by Chapter
10 of the Laws of 2006),the Contractor shall timely, accurately and properly comply with the
requirement to submit an annual employment report for the contract to the agency that awarded
the contract,the Department of Civil Service and the State Comptroller.
24. PROCUREMENT LOBBYING.To the extent this agreement is a"procurement contract" as
defined by State Finance Law Sections 139-j and 139-k, by signing this agreement the
contractor certifies and affirms that all disclosures made in accordance with State Finance Law
Sections 139-j and 139-k are complete, true and accurate. In the event such certification is
found to be intentionally false or intentionally incomplete, the State may terminate the
2014 GP 200-49
Elizabeth Field Airport Airfield Electrical Building Rehabilitation
agreement by providing written notification to the Contractor in accordance with the terms of
the agreement.
25. CERTIFICATION OF REGISTRATION TO COLLECT SALES AND
COMPENSATING USE TAX BY CERTAIN STATE CONTRACTORS,AFFILIATES
AND SUBCONTRACTORS. To the extent this agreement is a contract as defined by Tax
Law Section 5-a, if the contractor fails to make the certification required by Tax Law Section
5-a or if during the term of the contract,the Department of Taxation and Finance or the covered
agency, as defined by Tax Law 5-a, discovers that the certification, made under penalty of
perjury, is false,then such failure to file or false certification shall be a material breach of this
contract and this contract may be terminated,by providing written notification to the Contractor
in accordance with the terms of the agreement, if the covered agency determines that such
action is in the best interest of the State.
70-23 NYSDOT terms and conditions. The following verbiage is included verbatim as required
by a New York State Department of Transportation grant assurance:
TERMS AND CONDITIONS (ADDENDUM NO. 1):
1. The Grantee agrees to incorporate or cause to be incorporated into any contract for
construction work, or furnishing of any materials, supplies, or equipment or professional
consulting services of any kind in connection with the Project, clauses under which the
Contractor:
a. Agrees to procure and maintain insurance of the kinds and in the amounts specified.
b. Agrees that he will comply with the requirements of the State Labor Law and
particularly Sections 220 and 220-4 thereof as amended, and as set forth in Appendix
A hereof.
c. Agrees that during the performance of this contract,the Contractor will not
discriminate against any employee or applicant for employment because of race,
creed, sex, color or national origin and will comply with the Non-Discrimination
provisions set forth in Appendix A hereof.
d. Agrees that he will cause all persons employed upon the work including his
subcontractors, agents, officers and employees,to comply with all applicable laws in
the jurisdiction in which the work is performed.
e. Agrees not to assign,transfer, convey, sublet or otherwise dispose of this agreement
or any part thereof, or of its right,title or interest therein or its power to execute such
agreement to any person, company or corporation without the previous consent in
writing of the Grantee and the Commissioner of Transportation.
f. Agrees that in accordance with its status as an independent contractor, it will conduct
itself with such status that it will neither hold itself out as nor claim to be an officer
or employee of the State by reason hereof, and that it will not by reason hereof,make
any claim demand of application to or for any right or privilege applicable to an
officer or employee of the State,including,but not limited to,Workmen's
Compensation coverage,Unemployment Insurance Benefits, Social Security
coverage or Retirement membership or Credit.
2014 GP 200-50
Elizabeth Field Airport Airfield Electrical Building Rehabilitation
g. Agrees that this agreement may be canceled or terminated by the Grantee if any work
under this agreement is in conflict with the provisions of Section 74 of the Public
Officers Law.
h. Agrees that any patentable result arising out of this Agreement,as well as all
information, designs, specification,know-how, data, and findings, shall be made
available without cost to the State or its licenses for public use.
i. Agrees that for construction work he will furnish a performance bond in an amount at
least equal to 100 percent of this contract price as security for the faithful
performance of his contract and also a labor and material bond in an amount equal to
100 percent of his contract price as security for the payment of all persons
performing labor on the project under his contract and furnishing materials in
connection with his contract. The performance bond and the labor and material bond
may be in one or in separate instruments in accordance with law.
j. Agrees that the Commissioner and the State Comptroller reserve the right to audit
and inspect the work of the contractor and any and all records thereof through
representatives of the State, as well as through officers and employees of the State, as
they shall determine.
k. Agrees that the State shall not be obligated or liable hereunder to any party other than
the Grantee.
1. Agrees that if any provision of this Agreement is held invalid,the remainder of this
Agreement shall not be affected thereby if such remainder would then continue to
conform to the terms and requirements of the applicable law.
in. Agrees that by execution of the Agreement the Contractor represents that it has not
paid and,also,agrees not to pay, any bonus or commission for the purpose of
obtaining an approval of this agreement.
n. Agrees that all project documents requiring formal approval by a Federal Agency
will be submitted to the Commissioner for his prior approval and forwarding to the
Federal Agency for its formal approval.
2. The Grantee agrees to give full opportunity for free, open and competitive bidding for
each contract to be let by it calling for construction or the furnishing of any materials,
supplies, or equipment to be paid for with Project funds in accordance with the
requirements of Section 103 of the General Municipal Law, the State Finance Law and
any other applicable State Laws,Regulations or any requirements or opinions of the State
comptroller.
3. The Grantee agrees that contracts for professional or consulting services may be
negotiated, but they must be in writing and must state the maximum compensation or
reimbursement to be paid.Negotiations must be adequately documented to show
consultants considered,proposals received,reasons for selecting the proposed consultant,
and the unit basis or other detailed explanation in support of the amount of compensation
to be paid.
2014 GP 200-51
Elizabeth Field Airport Airfield Electrical Building Rehabilitation
70-24 Labor affidavits,New York State Laws of 1988. The following outlines the certification
and reporting procedures required by the Office of the State Comptroller to implement Chapter 698,
Laws of 1988 (Labor Affidavits)for all public improvement contracts let(bid opening date)after
March 1, 1989. COPIES OF AFFIDAVITS FOLLOW THE END OF THIS SECTION.
A. The prime contractor must provide each subcontractor with a copy of the schedule of wages
and supplements specified in the contract before the subcontractor's work is started.
B. The prime contractor must immediately obtain the subcontractor's certification. Such
certification must be maintained by the prime contractor until the final payment is
requested. The prime contractor's and subcontractor's certification forms are on the
following three(3)pages.
C. If revised schedules of wages and supplements are issued,the prime contractor must
provide each subcontractor with such revised schedules and obtain a revised subcontractor's
certification.
D. The prime contractor must submit a labor affidavit in support of the payment of wages to its
own employees.
E. The subcontractor's certification(s)and the prime contractor's affidavit must be submitted
to the State Comptroller's Office with the prime contractor's final payment request. Failure
to obtain and provide the required certifications will delay the contractor's final payment.
NOTE:The term subcontractor applies to both subcontractors of the contractor and subcontractors
of a subcontractor.
2014 GP 200-52
Elizabeth Field Airport Airfield Electrical Building Rehabilitation
CONTRACTOR'S DBE PLAN
(Submit this form and attach one DBE Letter of Intent Form for each DBE subcontractor, supplier or manufacturer.)
Airport Name:
Project Name:
FAA AIP Project No:
Total Awarded Contract Amount: $
Name of Bidder's Firm:
Street Address:
City: State: Zip:
Printed name of signer:
Printed title of signer:
DBE UTILIZATION SUMMARY
DBE Contract Amount DBE Value Contract%
DBE Prime Contractor $ x 1.00= $ %
DBE Subcontractors $ x 1.00= $ %
DBE Suppliers * $ x 0.60= $ %
DBE Brokers ** $ x 1.00= $ %
DBE Manufacturers $ x 1.00= $ %
Total Proposed DBE Participation *** $ %
Established DBE Goal $ %
* Applicable only to regular dealers.
** Applicable only to the amount of fees or commissions charged for assistance in the procurement of material
and supplies,or fees and transportation charges for delivery of material and supplies.
*** If the total proposed DBE participation is less than the established DBE goal, bidder must provide written
documentation of the good faith efforts as required by 49 CFR Part 26.
Affirmation:
The undersigned hereby assures that the information included herein is true and correct, and that the DBE firm(s)
listed on the attached DBE Letter of Intent Forms have agreed to perform a commercially useful function in the work
items noted for each firm. The undersigned further understands that no changes to this plan may be made without
prior approval from the Civil Rights Staff of the Federal Aviation Administration.
By:
(Signature of Bidder's representative) (Title)
2014 GP 200-54
Elizabeth Field Airport Airfield Electrical Building Rehabilitation
DBE LETTER OF INTENT FORINT
(Submit one form for each DBE subcontractor,supplier or manufacturer.)
Project Name/Location-
FAA AIP Project No:
Name of Bidder's Firm:
Street Address:
City: State: Zip:
Name of DBE firm:
Street Address:
City: State: Zip:
Contact Person: Telephone-
Certifying Agency: Expiration Date:
(DBE firm shall submit evidence,such as a photocopy,of their certification status)
Classification: ❑ Prime Contractor ❑ Subcontractor 0 Broker
❑ Manufacturer ❑ Supplier
Disadvantaged Group check one
Black American ❑ Hispanic American ❑ Native American ❑ Subcont.Asian American❑
Male ❑ Male ❑ Male ❑ Male ❑
Female ❑ Female ❑ Female ❑ Female ❑
Asian Pacific American ❑ Non-Minority ❑ Other(not of any group listed here) ❑
Male 0 Male ❑ Male ❑
Female ❑ Female ❑ Female ❑
SUMMARY OF WORK ITEMS
Work Item(s) Description of Work Item NAICS Estimated Quantity Total Value
The bidder is committed to utilizing the above-named DBE firm for the work described above. The estimated dollar value of this
work is$
Affirmation:
The above-named DBE firm affirms that it will perform the portion of the contract for the estimated dollar value as stated above.
By:
(Signature of DBE firm's representative) (Title)
If the bidder does not receive award of the prime contract, any and all representations in this Letter of Intent and
Affirmation shall be null and void.
2014 GP 200-55
Elizabeth Field Airport Airfield Electrical Building Rehabilitation
DISADVANTAGED BUSINESS ENTERPRISE
DBE PARTICIPATION SUMMARY
(Submit one form for each DBE Firm.)
Airport Name Elizabeth Field Airport
Contractor Name:
Address:
City: State: Zip:
DBE Firm DBE Firm:
Address:
City: State: Zip:
DBE Contact Person Name: Phone:
DBE Certification Agency: Expiration Date:
Each DBE Farm shall submit evidence(such as a photocopy)of their certification status.
DBE Commitments/Awards Black American Asian-Pacific American
-Breakdown By Hispanic American Non-Minority Women
Native American Other(i.e.not of any group listed here)
Ethnicity&Gender Subcontinent Asian American
Classification: Prime Contractore Supplier
Manufacturer Broker
Subcontractor
Work items Description NAICS Quantity Amount
performed b DBE Paid to DBE
The Contractor utilized the above-named DBE Firm for the work items described above.
The actual participation is as follows:
Total amount paid Percent of Contractor's
to DBE Firm: $ total contract: %
Affirmation:
The above-named DBE Firm affirms that it has performed the work items described above and has been paid the amount
stated above.
By:
(Signature) (Title)
2014 GP 200-56
Elizabeth Field Airport Airfield Electrical Building Rehabilitation
_1
SUBCONTRACTOR'S PROMPT PAYMENT CERTIFICATION
NOTE: Each Contractor shall provide a copy of this form to each of their Subcontractors(DBE and non-
DBE)that are working on or has worked on this project.This certification applies to all tier
Subcontractors. A completed copy of this form shall be submitted to the Sponsor's representative,the
Prime Contractor and the Contractor you are working for at least 7 days prior to an application for
payment. Any Subcontractor failing to submit a copy of this form shall be cause for the Sponsor's
representative to delay the payment application.Reference Section 70-21,Item 12 for information on 49
CFR §26.29 with regard to Prompt Payment.
Should a Subcontractor indicate that they have not received payment for work they performed in which
their Contractor has received payment,the Sponsor shall withhold the delinquent amount indicated unless
the Contractor received written approval from the Sponsor of the Contractor's written request justifying
withholding payment from the Subcontractor.
Project Title:
Airport Name:
AIP No.:
Company Name:
Company Address:
Contact Phone No.:
Contractor's Name you subcontract to:
1. Have you performed work on this project within the last 30 days? Yes_No
2. Has the work you performed within the last 30 days been completed and accepted by the Engineer?
Yes_No_Not sure
3. Have you been paid by the contractor you subcontracted with for the work you performed?
Yes—No-
4.
es_No4. Estimated value of work performed in which you did not receive payment: $
5. Have you completed all work that you are required to perform on this contact? Yes_No
Written Name of Subcontractor's Rep.
Signature: Date:
2014 GP 200-57
Elizabeth Field Airport Airfield Electrical Building Rehabilitation
MONTHLY DBE REPORT
Airport Name:
Project Name:
FAA AIP Project No.:
Name of Contractor's Firm:
DBE Firm Status This Report Total DBE Payments this Previous Payments Total DBE Payments
Contract Amount Period To Date
l )
Signature of Contractor's Representative Date
2014 GP 200-59
Elizabeth Field Airport Airfield Electrical Vault Rehabilitation
I
2014 GP 200-60
Equal Employment Opportunity is
THE LAW
Private Employers, State and Local Governments, Educational Institutions, Employment Agencies and Labor Organizations
Applicants to and employees of most private employers,state and local governments,educational institutions,
Employment agencies,and labor organizations are protected under Federal law from discrimination on the following bases.
RACE,COLOR, RELIGION,SEX,NATIONAL ORIGIN GENETICS
Title VII of the Civil Rights Act of 1964, as amended, protects applicants and Title II of the Genetic Information Nondiscrimination Act of 2008 protects applicants
employees from discrimination in hiring, promotion,discharge, pay,fringe benefits,job and employees from discrimination based on genetic information in hiring, promotion,
training, classification, referral, and other aspects of employment, on the basis discharge, pay,fringe benefits,fob training, classification, referral,and other aspects
of race, color, religion, sex(including pregnancy), or national origin. Religious of employment. GINA also restricts employers'acquisition of genetic information and
discrimination includes failing to reasonably accommodate an employee's religious strictly limits disclosure of genetic information. Genetic information includes
practices where the accommodation does not impose undue hardship. information about genetic tests of applicants, employees, or their family members;the
manifestation of diseases or disorders in family members(family medical history);and
DISABILITIES requests for or receipt of genetic services by applicants, employees,or their family
Title I and Title V of the Americans with Disabilities Act of 1990, as amended, protect members.
qualified individuals from discrimination on the basis of disability in hiring, promotion,
discharge, pay,fringe benefits,job training, classification, referral, and other RETALIATION
aspects of employment. Disability discrimination includes not making reasonable Ali of these Federal laws prohibit covered entities from retaliating against a person
accommodation to the known physical or mental limitations of an otherwise qualified who files a charge of discrimination, participates in a discrimination proceeding, or
individual with a disability who's is an applicant or employee, barring undue hardship. otherwise opposes an unlawful employment practice
AGE WHAT TO DO IF YOU BELIEVE DISCRIMINATION HAS OCCURRED
The Age Discrimination in Employment Act of 1967, as amended, protects There are strict time limits for filing charges of employment discrimination. To
applicants and employees 40 years of age or older from discrimination based on preserve the ability of EEOC to act on your behalf and to protect your right to file a
age in hiring, promotion, discharge, pay,fringe benefits,job training, classification, private lawsuit,should you ultimately need to,you should contact EEOC promptly
-referral,and other aspects of employment. when discrimination is suspected:
The U.S. Equal Employment Opportunity Commission (EEOC), 1-800-669-4000(toll-
SEX(WAGES) free)or 1-800-669-6820(toll-free TTY number for individuals with hearing
In addition to sex discrimination prohibited by Title VII of the Civil Rights Act, as empairments). EEOC field office information is available at www.eeoc.gov or in most
amended,-the Equal Pay Act of 1963, as amended, prohibits sex discrimination in telephone directories in the U.S. Government or Federal Government section
payment of wages to women and men performing substantially equal work Additional information about EEOC, including information about charge filing, is
jobs that require equal skill, effort, and responsibility, under similar working conditions, available at www.eeoc qov.
in the same establishment.
Employers Holding Federal Contracts or Subcontracts
Applicants to and employees of companies with a Federal government contract or subcontract,
are protected under Federal law from discrimination on the following bases.
RACE,COLOR, RELIGION,SEX, NATIONAL ORIGIN three years of discharge or release from active duty), other protected veterans
Executive Order 11246, as amended, prohibits job discrimination on the basis of race, (veterans who served during a war or in a campaign or expedition for which a -
color, religion, sex or national origin, and requires affirmative action to ensure equality campaign badge has been authorized), and Armed Forces service medal veterans
of opportunity in all aspects of employment. (veterans who,while on active duty, participated in a U.S military operation for which
an Armed Forces service medal was awarded).
INDIVIDUALS WITH DISABILITIES
Section 503 of the Rehabilitation Act of 1973, as amended, protects qualified RETALIATION
individuals from discrimination on the basis of disability in hiring, promotion, discharge, Retaliation is prohibited against'a person who files a complaint of discrimination,
pay,fringe benefits,job training, classification, referral, and other aspects of participates in an OFCCP proceeding, or otherwise opposes discrimination under
employment, Disability discrimination includes not making reasonable these Federal laws.
accommodation to the known physical or mental limitations of an otherwise qualified
employee, barring undue hardship. Section 503 also requires that Federal contractors Any person who believes a contractor has violated its nondiscrimination or affirmative
take affirmative action to employ and advance in employment qualified individuals with action obligations under the authorities above should contact immediately:
disabilities at all levels of employment, including the executive level.
The Office of Federal-Contract Compliance Programs(OFCCP), U.S. Department of
DISABLED, RECENTLY SEPARATED, OTHER PROTECTED, Labor,200 Constitution Avenue, N.W.,Washington, D C.20210, 1-800-397-6251 (toll-
AND-ARMED FORCES SERVICE MEDAL VETERANS free)or(202)693-1337(TTY). OFCCP may also be contacted by e-mail at OFCCP-
The Vietnam Era Veterans' Readjustment Assistance Act of 1974, as amended, 38 Public(cDdol gov, or by calling an OFCCP regional or district office, listed in most -
U S.C.4212, prohibits job discrimination and requires affirmative action to employ and telephone directories under U.S. Government, Department of Labor.
advance in employment disabled veterans, recently separated veterans(within
Programs or Activities Receiving Federal Financial Assistance
RACE,COLOR,'NATIONAL ORIGIN,SEX INDIVIDUALS WITH DISABILITIES
In addition to the protections of Title VII of the Civil Rights Act of 1964, as amended, Section 504 of the Rehabilitation Act of 1973, as amended, prohibits employment
Title VI of the Civil Rights Act of 1964, as amended, prohibits discrimination on the discrimination on the basis of disability in any program or activity which receives
basis,of race, color or national-origin in programs or activities receiving Federal Federal financial assistance. Discrimination is prohibited in all aspects of employment
financial assistance. Employment discrimination is covered by Title VI if the primary against persons with disabilities who,with or without reasonable accommodation, can
objective of the financial assistance is provision of employment, or where employment perform the essential functions of the job.
discrimination causes or may cause discrimination in providing services-under such
programs;, Title IX of the Education Amendments of 1972 prohibits employment If you believe you have been discriminated against in a program of any institution
discrimination on the basis of sex in educational programs or activities which receive which receives Federal financial assistance, you should immediately contact the
Federal financial assistance. Federal agency providing such assistance.
EEOC 9102 and OFCCP 8108 Versions Useable with 11109 Supplement EEOC-PIE-1 (Revised 11/09)
FEDERAL NAGE RATES
General Decision Number: NY190012 02/15/2019 NY12
Superseded General Decision Number: NY20180012
State: New York
Construction Types: Building, Heavy, Highway and Residential
Counties: Nassau and Suffolk Counties in New York.
BUILDING CONSTRUCTION PROJECTS, RESIDENTIAL CONSTRUCTION
PROJECTS (including single family homes and apartments up to
and including 4 stories) , HEAVY CONSTRUCTION PROJECTS, HIGHWAY
CONSTRUCTION PROJECTS
Note: Under Executive Order (EO) 13658, an hourly minimum wage
of $10. 60 for calendar year 2019 applies to all contracts
subject to the Davis-Bacon Act for which the contract is
awarded (and any solicitation was issued) on or after January
1, 2015. If this contract is covered by the EO, the contractor
must pay all workers in any classification listed on this wage
determination at least $10. 60 per hour (or the applicable wage
rate listed on this wage determination, if it is higher) for
all hours spent performing on the contract in calendar year
2019. If this contract is covered by the EO and a
classification considered necessary for performance of work on
the contract does not appear on this wage determination, the .
contractor must pay workers in that classification at least the
wage rate determined through the conformance process set forth
in 29 CFR 5.5 (a) (1) (ii) (or the EO minimum wage rate,if it is
higher than the conformed wage rate) . The EO minimum wage rate
will be adjusted annually. Please note that this EO applies to
the above-mentioned types of contracts entered into by the
federal government that are subject to the Davis-Bacon Act
itself, but it does not apply to contracts subject only to the
Davis-Bacon Related Acts, including those set forth at 29 CFR
5.1 (a) (2) - (60) . Additional information on contractor
requirements and worker protections under the EO is available
at www.dol.gov/whd/govcontracts.
Modification Number Publication Date
0 01/04/2019
1 02/15/2019
ASBE0012-001 01/01/2018
Rates Fringes
Asbestos Workers/Insulator
Includes application of
all insulating materials,
protective coverings,
coatings and finishes to
all types of mechanical
systems. . . . . . . . . . . . . . . . . . . . .$ 70.47 35.25
HAZARDOUS MATERIAL HANDLER. . . . . . .$ 39.00 12.75
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BOIL0005-001 01/01/2017
Rates Fringes
BOILERMAKER. . . . . . . . . . . . . . . . . . . . . .$ 55.23 330+24.12+a
FOOTNOTE:
a. PAID HOLIDAYS: New Year's Day, Thanksgiving Day, Memorial
Day, Independence Day, Labor Day and Good Friday, Friday
after Thanksgiving, Christmas Eve Day and New Year's Eve
----------------------------------------------------------------
BRNY0001-001 07/01/2018
Rates Fringes
BRICKLAYER. . . . . . . . . . . . . . . . . . . . . . .$ 61.37 27.87
MASON - STONE. . . . . . . . . . . . . . . . . . . .$ 62.67 30.59
----------------------------------------------------------------
CARP0290-001 07/01/2018
Rates Fringes
Carpenters:
Building
Nassau County (Portion of
county that lies west of
Seaford Creek and south
of the Southern State
Parkway) . . . . . . . . . . . . . . . . . . .$ 52.50 46.28
Nassau County (Remainder
of County) and Suffolk
County. . . . . . . . . . . . . . . . . . . . .$ 49.38 32 .01
Heavy & Highway. . . . . . . . . . . . .$ 44.51 26.55
Residential. . . . . . . . . . . . . . . . .$ 39.23 25.12
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CARP0740-001 07/01/2018
Rates Fringes
MILLWRIGHT. . . . . . . . . . . . . . . . . . . . . . .$ 52.70 52 . 61
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CARP1556-008 07/01/2018
Rates Fringes
Carpenters:
DIVERS TENDERS. . . . . . . . . . . . . .$ 48.24 50.07
DIVERS. . . . . . . . . . . . . . . . . . . . . .$ 67.94 50.07
DOCKBUILDERS. . . . . . . . . . . . . . . .$ 53. 63 50.07
PILEDRIVERMAN. . . . . . . . . . . . . . .$ 53.63 50.07
----------------------------------------------------------------
CARP1556-011 07/01/2018
Rates Fringes
Carpenters:
TIMBERMEN. . . . . . . . . . . . . . . . . . .$ 49.10 49.37
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* CARP2287-003 07/01/2015
Rates Fringes
CARPENTER
Soft Floor Layers. . . . . . . . . . .$ 50.50 45.23
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ELEC0025-001 10/27/2018
Rates Fringes
ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 52.00 160+25.83
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ELEC0025-002 04/28/2018
Rates Fringes
Electricians:
Maintenance Unit. . . . . . . . . . . .$ 43.20 12%+$17.76
Telephone Unit. . . . . . . . . . . . . .$ 37.48 16%+$18.64
Wiring for single or
multiple family dwellings
and apartments up to and
including 3 stories. . . . . . . . .$ 28.65 13%+12.14
----------------------------------------------------------------
ELEC1049-002 04/02/2017
Rates Fringes
Line Construction:
Substation and Switching
structures pipe type cable
installation and
maintenance jobs or
projects; Railroad
electrical distribution/
transmission systems
maintenance (when work is
not performed by railroad
employees) Overhead and
Underground
transmission/distribution
line work. Fiber optic,
telephone cable and
equipment;
Groundman. . . . . . . . . . . . . . . . . .$ 32.31 21.94
Heavy Equipment Operator. . .$ 43.08 25.27
Lineman & Cable Splicer. . . .$ 53.85 28. 62
Material Man. . . . . . . . . . . . . . .$ 46.85 25.91
----------------------------------------------------------------
ELEV0001-002 03/17/2018
Rates Fringes
ELEVATOR MECHANIC
Elevator Constructor. . . . . . . .$ 64.48 42.103+a+b
Modernization and Repair. . . .$ 50.49 40 .399+a+b
FOOTNOTE:
a. PAID HOLIDAYS: New Year's Day, Good Friday, President's
Day, Memorial Day, Independence Day, Labor Day, Columbus
Day, Veteran's Day, Thanksgiving Day, Friday after
Thanksgiving, and Christmas Day.
b. PAID VACATION: An employee who has worked less than 5
years shall recieve vacation pay credit on the basis of 40
of his hourly rate for all hours worked; an employee who
has worked 5 to 15 years shall receive vacation pay credit
on the basis of 6% of his hourly rate for all hours worked;
an employee who has worked 15 or more years shall receive
vacation pay credit on the basis of 8% of his hourly rate
for all hours worked.
----------------------------------------------------------------
ENGI0138-001 06/01/2018
BUILDING CONSTRUCTION
Rates Fringes
Power equipment operators:
GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 62.53 36.90+a
GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 59.27 36. 90+a
GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 57.09 36. 90+a
GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 42.98 36.90+a
GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 41.03 36.90+a
NOTES:
Hazmat premiums:
Level A 3.50
Level B 2.50
Level C 1.50
Level D 1.00
Oiler on truck cranes with boom length of 100 ft. or more
.25
FOOTNOTE:
a. Paid Holidays: New Year's Day, Lincoln's Birthday,
Washington's Birthday or President's Day (in lieu of
Lincoln's or Washington's Birthday) , Good Friday, Memorial
Day, Indpendence Day, Labor Day, Veteran's Day,
Thanksgiving Day, Christmas Day or days celebrated as such.
Any holiday that falls on a Saturday will be celebrated on
Friday.
POWER EQUIPMENT OPERATOR CASSIFICATIONS
GROUP 1: Asphalt spreader, backhoe crawler capacity over
cater- piller 225 and lomatsu 300, Boiler (thermoplastic) ,
Cherry picker, over 50 tons, CMI or maxim spreader,
concrete pump (with oiler) , crane (crawler truck) , crane
(on barge) , crane (stone setting) , crane (structural
steel) , crane (with clam shell) , derrick, dragline, dredge,
gradall, grader, hoist (3 drum) , loading machine (bucket)
cap of 10 yds or over micro-trap, with compressor (negative
air machine) , milling machine, large pile driver, power
winch, Stone setting/structural steel, power winch (truck
mounted/stone steel) powerhouse, road paver scoop,
carry-all, scraper in tandem shovel, sideboom tractor,
sideboom tractor (used in tank work) , stone spreader (self
propelled tank work) , zamboni (ice machine)
GROUP 2 : Backhoe, boom truck, bulldozer, cherypicker,
conveyor (multi) , dinky locomotive, forklift, hoist, 2
drum, loading machine, loading machine (front end)
mechanical compactors, (machine drawn) , mulch machine
(machine-fed) , mechanic, power winch, other than
stone/structural steel, power winch (truck mounted other
than stone steel) pump (hydraulic, with boring machine) ,
roller, (asphalt) , scoop (carry-all scraper) , tower crane
(maintenance man) , trenching machine
GROUP 3: Comrpessor (structural steel) , Compressor (2 or more
in battery) , concrete finishing mchine, concrete spreader,
conveyor, curb machine (asphalt or concrete) , curing
machine, fireman, hoist (1 drum) , micro-trap, (self
contained, negative air machine) , pump (4 inches or over) ,
pump (hydraulic) , pump (jet) , pump (sumbersible) , pump
(well point) , pulvi-mixer, ridge cutter, roller (dirt) ,
striping machine, vac-all, welding and burning, welding
machine (pile work) , welding machine (structural steel)
GROUP 4 : Compressor, compressor (on crane) , compressor (pile
work) , compressor (stone setting) , concrete breaker,
concrete saw or cutter, forklift (walk behind, power
operated) , generator-pile work, generator, hydra hammer,
mechanical compactors (hand operated) , oiler (truck crane)-,
pin puller, portable heaters, powerbroom, power buggies,
pump (double action diaphgrgm) , pump (gypsum) , trench
machine (hand) , welding machine
GROUP 5 : Batching plant (on site of job) , generator (small) ,
mixer (with skip) , mixer (2 small with or without skip) ,
mixer (2 bag or over, with or without skip) , mulch machine,
oiler, pump (centrifugal, up to 3 inches) , root cutter,
stump chipper, tower crane (oiler) , tractor (caterpillar or
wheel vibrator)
----------------------------------------------------------------
ENGI0138-002 08/01/2018
HEAVY & HIGHWAY
Rates Fringes
Power equipment operators:
GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 66.00 37.15+a
GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 61. 60 37.15+a
GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 59.37 37.15+a
GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 44.88 37 .15+a
GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 42.92 37 .15+a
GROUP 6. . . . . . . . . . . . . . . . . . . . .$ 37 .33 12.35+a
NOTES:
Hazmat premiums:
Level A 3.50
Level B 2.50
Level C 1.50
Level D 1.00
Truck and Crawler Cranes long boom premiums:
boom lengths (including jib) 100-149 ft 1.00
boom lenghts (including jib) 150-249 ft 1.50
boom lenghts (including jib) 250-349 ft 2.00
boom lengths (including jib) 350 ft 3.00
Cranes using clamshell buckets .25
Front end loader 10 yds and above .25
Oiler on truck cranes with
boom length of 100 ft. or more .25
FOOTNOTE:
a. Paid Holidays: New Years Day, Lincoln's Birthday,
Washington's Birthday or Presidents Day (in lieu of
Lincoln's or Washington's Birthday, Good Friday, Memorial
Day, Independence Day, Labor Day, Columbus Day, Veteran's
Day, Thanksgiving Day, Christmas Day or days celebrated as
such. Any holiday that falls on Saturday will be celebrated
on Friday.
POWER EQUIPMENT OPERATOR CLASSIFICATIONS
GROUP 1: Asphalt spreader, backhoe crawler (capacity over
caterpiller 225 and komatsu 300) , boiler (thermoplastic) ,
boring machine (post hole) , cgherry picker (over 50 ton) ,
CMI or maxim spreader, concrete pump, with oiler, crane
(crawler truck) , crane (on barge) , crane (stone setting)
crane (structural steel) , crane (with clam shell) , derrick,
dragline, dredge, gradall, grader, hoist (3 drums) , loading
machine (bucket) capacity of 10 yards or over, micro-trap
(with compressor-negative air machine) , milling machine
(large) , piledriver, power winch (stone setting structural
steel) , power winch (truck mounted/stone steel) ,
power-house, road paver, scoop, carry all (scraper in
tandem) , shovel, sideboom tractor, sideboom tractor (used
in tank work) , stone spreader (self-propelled) , tank work,
tower crane
GROUP 2: Bulldozer, Backhoe, Boom Truck, Boring
machine/augur, Cherrypicker, Conveyor (multi) , Dinky
Locomotive, Forklift, Hoist (2 drum) , Loading Machine,
Loading Machine (front end) , Mechanical Compactor (machine
drawn) , Mechanic, Mulch Machine (machine- fed) , Power Winch
(other than stone/structural steel) , Power Winch (truck
mounted/other than stone steel) , Pump Hydraulic (with
boring machine) , Roller (asphalt) , Scoop (carry-all,
scraper) , Tower Crane (maintenance man) , Trenching Machine,
Vermeer Cutter, Work Boat
GROUP 3: Curb Machine (asphalt or concrete) , Maintenance
Engineer (small equipment) , Maintenance engineer
(well-point) Mechanic (fieldman) , Micro-Trap (self
contained, negative air machine) , Milling Machine (small) ,
Pulvi-mixer, Pump (4 inches or over) , Pump Hydraulic, Pump
Jet, Pump Submersible, Pump (well point) , Roller Dirt,
Vac-All, Welding and burning, Compressor (structural
steel) , Compressor (2 or more battery) , Concrete Finishing
Machine, Concrete Spreader, Conveyor, Curing Machine,
Fireman, Hoist (one drum) , Ridge Cutter, Striping Machine,
Welding Machine (pile work) , Welding Machine (structural
Steel) .
GROUP 4 : Compressor, Compressor on crane, Compressor (pile
work) , Compressor (stone setting) , Concrete Breaker,
Concrete Saw or Cutter, Fork Lift (walk behind, power
operated) , Generator- Pile Work, Generator, Hydra Hammer,
Mechanical Compoactors (hand operated) , Oiler (truck
crane) , Pin Puller, Portable Heaters, Powerbroom, Power
buggies, Power Grinders, Pump (double action diaphragm) ,
Pump gypsum, Pump (single action 1 to 3 inches) , Trench
Machine hand, Welding Machine
GROUP 5: Batching Plant (on site of job) , Generator (small) ,
Grinder, Mixer (with skip) , Mixer (2 small with or without
skip) , Mixer (2 bag or over, with or without skip) , Mulch
Machine, Oiler, Pump (centrifugal, up to 3 inches) , Root
Cutter, Stump Chipper, Tower Crane (oiler) , Track Tamper (2
engineers, each) , Tractor (caterpillar or wheel) , Vibrator,
Work boat (deckhand) ,
GROUP 6: Well drillers
----------------------------------------------------------------
IRON0046-003 07/01/2018
Rates Fringes
IRONWORKER
METALLIC LATHERS AND
REINFORCING IRONWORKERS. . . . .$ 56.28 22. 62
----------------------------------------------------------------
IRON0197-001 07/01/2018
Rates Fringes
IRONWORKER
STONE DERRICKMAN. . . . . . . . . . . .$ 49.34 39.46
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IRON0361-001 07/01/2018
Rates Fringes
IRONWORKER (STRUCTURAL) . . . . . . . . . .$ 50.70 75.42
----------------------------------------------------------------
IRON0580-001 07/01/2018
Rates Fringes
IRONWORKER, ORNAMENTAL. . . . . . . . . . .$ 44. 65 53.62
----------------------------------------------------------------
LAB00066-001 07/01/2017
BUILDING
Rates Fringes
Laborers:
Laborers. . . . . . . . . . . . . . . . . . . .$ 36.75 31. 94
Plasterers Tenders. . . . . . . . . .$ 36.75 31. 94
----------------------------------------------------------------
LAB00078-001 12/01/2016
Rates Fringes
LABORERS
BUILDING CONSTRUCTION
ASBESTOS (Removal,
Abatement, Encapsulation
or Decontamination of
asbestos) ; LEAD; &
HAZARDOUS WASTE LABORERS
(Hazardous Waste,
Hazardous Materials,
Biochemical and Mold
Remediation, HVAC, Duct
Cleaning, Re-spray
Fireproofing, etc) . . . . . . . . .$ 36.00 16.20
----------------------------------------------------------------
LABO1298-001 06/01/2018
HEAVY & HIGHWAY
Rates Fringes
Laborers:
Asphalt Rakers; Formsetters.$ 44. 68 33.47+a
Asphalt Shovelers, Roller
Boys & Tampers. . . . . . . . . . . . . .$ 43.36 33.47+a
Regular Laborers. . . . . . . . . . . .$ 39.35 33.47+a
A. FOOTNOTES:
Laborers working in a hazardous material hot zone shall
receive an additional 20% premium.
Where the contract provides for night work outside the
regular hours of work, the employees shall be paid at
straight time plus a 30% night work premium for the 8 hours
worked during the night.
Firewatch work performed after regular hours shall be paid an
additional loo premium. Second and Third Shift work will
be paid at a 30% premium.
Contractor requesting laborers certified for hazardous
material work and/or employed on hazardous material shall
be required to pay an additional 10% premium.
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PAIN0009-002 05/01/2018
Rates Fringes
PAINTER
GLAZIERS. . . . . . . . . . . . . . . . . . . .$ 29.05 18.88
Painters, Drywall Finishers.$ 45.70 27.67
Spray, Scaffold,
Sandblasting. . . . . . . . . . . . . . . .$ 48.70 27. 67
----------------------------------------------------------------
PAIN0806-010 10/01/2018
Rates Fringes
Painters:
Stuctural Steel and Bridge. .$ 49.50 41.88
----------------------------------------------------------------
PAIN1974-002 06/28/2018
Rates Fringes
Painters:
DRYWALL TAPERS/POINTERS. . . . .$ 47.82 25.21
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PLAS0262-003 08/01/2018
Rates Fringes
PLASTERER. . . . . . . . . . . . . . . . . . . . . . . .$ 45.58 26.52
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PLAS0780-001 07/01/2018
Rates Fringes
CEMENT MASON/CONCRETE FINISHER. . .$ 51.97 33.56
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PLUM0200-001 11/01/2018
Rates Fringes
PLUMBER
BUILDING CONSTRUCTION: . . . . . .$ 52.48 38.55
RESIDENTIAL CONSTRUCTION: . . .$ 29.96 13.41
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PLUM0638-001 12/28/2016
Rates Fringes
PLUMBER
SERVICE FITTERS. . . . . . . . . . . . .$ 26.30 2.55
SPRINKLER FITTERS,
STEAMFITTERS. . . . . . . . . . . . . . . .$ 61.81 48.30
Service Fitter work shall consist of all repair, service and
maintenance work on domestic, commercial and industrial
refrigeration, air conditioning and air cooling, stoker and
oil burner apparatus and heating apparatus etc. , including
but not exclusively the charging, evacuation, leak testing
and assembling for all machines for domestic, commercial
and industrial refrigeration, air conditioning and heating
apparatus. Also, work shall include adjusting, including
capacity adjustments, checking and repairing or replacement
of all controls and start up of all machines and repairing
all defects that may develop on any system for domestic,
commercial and industrial refrigeration and all air
conditioning, air cooling, stoker and oil burner apparatus
and heating apparatus regardless of size or type.
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ROOF0154-001 05/01/2017
Rates Fringes
ROOFER. . . . . . . . . . . . . . . . . . . . . . . . . . .$ 40.00 35. 62
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SHEE0028-002 07/31/2014
Rates Fringes
SHEET METAL WORKER
BUILDING CONSTRUCTION. . . . . . .$ 50.91 36.70
RESIDENTIAL CONSTRUCTION. . . .$ 27.22 16.48
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TEAM0282-002 07/01/2017
Rates Fringes
TRUCK DRIVER. . . . . . . . . . . . . . . . . . . . .$ 39.685 41.84+a
FOOTNOTES:
a. PAID HOLIDAYS: New Year's Day, Presidents' Day, Memorial
Day, Independence Day, Labor Day, Columbus Day, Election
Day, Veterans' Day (Armistice Day) , Thanksgiving Day, Day
after Thanksgiving and Christmas Day. Employees working
two (2) days in the calendar week in which a holiday falls
are to be paid for such holiday, provided that they shape
each remaining workday during such calendar week.
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WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
Note: Executive Order (EO) 13706, Establishing Paid Sick Leave
for Federal Contractors applies to all contracts subject to the
Davis-Bacon Act for which the contract is awarded (and any
solicitation was issued) on or after January 1, 2017. If this
contract is covered by the E0, the contractor must provide
employees with 1 hour of paid sick leave for every 30 hours
they work, up to 56 hours of paid sick leave each year.
Employees must be permitted to use paid sick leave for their
own illness, injury or other health-related needs, including
preventive care; to assist a family member (or person who is
like family to the employee) who is ill, injured, or has other
health-related needs, including preventive care; or for reasons
resulting from, or to assist a family member (or person who is
like family to the employee) who is a victim of, domestic
violence, sexual assault, or stalking. Additional information
on contractor requirements and worker protections under the EO
is available at www.dol.gov/whd/govcontracts.
Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
(29CFR 5.5 (a) (1) (ii) ) .
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The body of each wage determination lists the classification
and wage rates that have been found to be prevailing for the
cited type (s) of construction in the area covered by the wage
determination. The classifications are listed in alphabetical
order of "identifiers" that indicate whether the particular
rate is a union rate (current union negotiated rate for local) ,
a survey rate (weighted average rate) or a union average rate
(weighted union average rate) .
Union Rate Identifiers
A four letter classification abbreviation identifier enclosed
in dotted lines beginning with characters other than "SU" or
"UAVG" denotes that the union classification and rate were
prevailing for that classification in the survey. Example:
PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of
the union which prevailed in the survey for this
classification, which in this example would be Plumbers. 0198
indicates the local union number or district council number
where applicable, i.e. , Plumbers Local 0198. The next number,
005 in the example, is an internal number used in processing
the wage determination. 07/01/2014 is the effective date of the
most current negotiated rate, which in this example is July 1,
2014.
Union prevailing wage rates are updated to reflect all rate
changes in the collective bargaining agreement (CBA) governing
this classification and rate.
Survey Rate Identifiers
Classifications listed under the "SU" identifier indicate that
no one rate prevailed for this classification in the survey and
the published rate is derived by computing a weighted average
rate based on all the rates reported in the survey for that
classification. As this weighted average rate includes all
rates reported in the survey, it may include both union and
non-union rates. Example: SULA2012-007 5/13/2014. SU indicates
the rates are survey rates based on a weighted average
calculation of rates and are not majority rates. LA indicates
the State of Louisiana. 2012 is the year of survey on which
these classifications and rates are based. The next number, 007
in the example, is an internal number used in producing the
wage determination. 5/13/2014 indicates the survey completion
date for the classifications and rates under that identifier.
Survey wage rates are not updated and remain in effect until a
new survey is conducted.
Union Average Rate Identifiers
Classifications) listed under the UAVG identifier indicate
that no single majority rate prevailed for those
classifications; however, 1000 of the data reported for the
classifications was union data. EXAMPLE: UAVG-OH-0010
08/29/2014. UAVG indicates that the rate is a weighted union
average rate. OH indicates the state. The next number, 0010 in
the example, is an internal number used in producing the wage
determination. 08/29/2014 indicates the survey completion date
for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January of
each year, to reflect a weighted average of the current
negotiated/CBA rate of the union locals from which the rate is
based.
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WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can
be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on
a wage determination matter
* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests
for summaries of surveys, should be with the Wage and Hour
Regional Office for the area in which the survey was conducted
because those Regional Offices have responsibility for the
Davis-Bacon survey program. If the response from this initial
contact is not satisfactory, then the process described in 2. )
and 3. ) should be followed.
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the
Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
2. ) If the answer to the question in 1.) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
(See 29 CFR Part 1.8 and 29 CFR Part 7) . Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210 I
The request should be accompanied by a full statement of the
interested party's position and by any information (wage
payment data, project description, area practice material, I
etc. ) that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative
Review Board (formerly the Wage Appeals Board) . Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final.
END OF GENERAL DECISION
u
STATE WAGE RATES
r
SPECIAL NOTE
NEW YORK STATE DEPARTMENT OF LABOR
PREVAILING WAGE RATES '
i
I
Wage rate amendments and supplements are available on the NYSDOL web site at: -
� i
W W W.LABOR.STATE.NY.US -
I
All changes or clarification of labor classifications and applicability of prevailing wage rates shall,be obtained in
writing from the Office of the Director,NYSDOL Bureau of Public Work.
The NYSDOL prevailing wage rate schedule for this contract has been determined and is available on the internet.
The prevailing wage rate schedule is accessed by visiting the NYSDOL web site,navigating to the appropriate web
page,and entering the Prevailing Rate Case No.(PRC#).The PRC#is provided on the following page on NYSDOL
Form PW-200.
�oF NEtf,�
Andrew M Cuomo,Governor y �� Roberta Reardon,Commissioner
Town of Southold Schedule Year 2018 through 2019
Thomas Horth, Principal Engineer Date Requested 04/12/2019
C&S Companies PRC# 2019004770
499 Col. Eileen Collins Blvd.
Syracuse NY 13212-1002
Location Fishers Island
Project ID# PIN 0193 23
Project Type Misc rehab to 265 SF vault; new HVAC,electric equipment, repairs.
PREVAILING WAGE SCHEDULE FOR ARTICLE 8 PUBLIC WORK PROJECT
Attached is the current schedule(s) of the prevailing wage rates and prevailing hourly
supplements for the project referenced above. A unique Prevailing Wage Case Number
(PRC#) has been assigned to the schedule(s) for your project.
The schedule is effective from July 2018 through June 2019. All updates, corrections, posted
on the 1st business day of each month, and future copies of the annual determination are
available on the Department's website www.labor.state.ny.us. Updated PDF copies of
your schedule can be accessed by entering your assigned PRC# at the proper location on
the website:
It is the responsibility of the contracting agency or its agent to annex and make part, the
attached schedule, to the specifications for this project, when it is advertised for bids and /or
to forward said schedules to the successful bidder(s), immediately upon receipt, in order to
insure the proper payment of wages.
Please refer to the "General Provisions of Laws Covering Workers on Public Work
Contracts" provided with this schedule, for the specific details relating to other
responsibilities of the Department of Jurisdiction.
Upon completion or cancellation of this project, enter the required information and mail OR
fax this form to the office shown at the bottom of this notice, OR fill out the electronic
version via the NYSDOL website.
NOTICE OF COMPLETION / CANCELLATION OF PROJECT
Date Completed: Date Cancelled:
Name&Title of Representative:
Phone: (518)457-5589 Fax. (518)485-1870
W Averell Harriman State Office Campus, Bldg. 12, Room 130,Albany, NY 12240
www.labor.state ny us. PW 200 PWAsk@labor.state ny.us
General Provisions of Laws Covering Workers on Article 8 Public Work Contracts
Introduction
The Labor Law requires public work contractors and subcontractors to pay laborers, workers, or mechanics employed in
the performance of a public work contract not less than the prevailing rate of wage and supplements (fringe benefits) in the
locality where the work,is performed.
Responsibilities of the Department of Jurisdiction
A Department of Jurisdiction (Contracting Agency)includes a state department, agency, board or commission: a county,
city, town or village; a school district, board of education or board of cooperative educational services; a sewer, water, fire,
improvement and other district corporation; a public benefit corporation; and a public authority awarding a public work
contract.
The Department of.Jurisdiction (Contracting Agency)awarding a public work contract MUST obtain a Prevailing Rate
Schedule listing the hourly rates of wages and supplements due the workers to be employed on a public work project.
This schedule may be obtained by completing and forwarding a."Request for•wage and Supplement Information"form (PW
39)to the Bureau of Public Work. The Prevailing Rate Schedule MUST be included in the specifications for the contract to
be awarded and is deemed part of the public work contract.
Upon the awarding of the contract, the law requires that the Department of Jurisdiction (Contracting Agency)furnish the
following information to the Bureau: the name and address of the contractor, the date the contract was let and the
approximate dollar value of the contract. To facilitate compliance with this provision of the Labor Law, a copy of the
Department's"Notice of Contract Award"form (PW 16)is provided with the original Prevailing Rate Schedule;
The Department of Jurisdiction (Contracting Agency) is required to notify the Bureau of the completion or cancellation of
any public work project., The Department's PW 200 form is provided for that.purpose.
Both the PW 16 and 'PW 200 forms are available for completion online.
Hours
No laborer, worker, or mechanic in the employ of a contractor or subcontractor engaged in the performance of any public
work project shall be permitted to work more than eight hours in any day or more than five•days in any week, except in
cases of extraordinary emergency. The contractor and the Department of Jurisdiction (Contracting Agency) may apply to
the Bureau of Public Work for a dispensation permitting workers to work additional hours or days per week on a particular
public work project. There are very few exceptions to this rule. Complete information regarding these exceptions is
available on the"4 Day/ 10 Hour Work Schedule"form (PW 30.1).
Wages and Supplements
The wages and supplements to be;paid and/or provided to laborers,workers, and mechanics employed on a public work
project shall be not less than those listed in the current Prevailing Rate Schedule for the locality where the work is '
performed. If a prime contractor on a public work project has not been provided with a Prevailing Rate Schedule, the
contractor must notify the Department of Jurisdiction (Contracting Agency)who in turn must request an original Prevailing
Rate Schedule form the Bureau of Public Work. Requests may be submitted by: mail to NYSDOL, Bureau of Public Work,
State Office Bldg. Campus,.Bldg. 12, Rm. 130, Albany, NY 12240; Fax to Bureau of Public Work(518)485-1870; or
electronically at the NYSDOL website www.labor.ny.gov.
Upon receiving the original schedule, the Department of Jurisdiction (Contracting Agency) is REQUIRED to provide
complete copies to all prime contractors who in turn MUST, by law, provide copies of all applicable county schedules to
each subcontractor and obtain from each subcontractor, an affidavit certifying such schedules were received. If the original
schedule expired, the contractor may obtain a copy of the new annual determination from the NYSDOL website
www.labor.ny.gov.
The Commissioner of Labor makes an annual determination of the prevailing rates. This determination is in effect from
July 1 st through'June 30th of the following year. The annual determination is available on the NYSDOL website
www.labor.ny.gov.
Payrolls and Payroll Records
Contractors and subcontractors are required to establish, maintain, and preserve for not less than six(6) years,
-contemporaneous, true, and accurate payroll records. Payrolls must show the following'information for each person
employed on a public work project: Name,Address, Last 4 Digits of'Social Security Number, Classifications) in which the
worker was employed, Hourly wage rate(s)paid, Supplements paid or provided, and Daily and weekly number of hours
worked in each classification.
The filing of payrolls to the Department of Jurisdiction is a condition of payment. Every contractor and subcontractor shall
submit to the Department of Jurisdiction (Contracting Agency),within thirty(30)days after issuance of its first payroll and
every thirty(30)days thereafter, a transcript of the original payrolls, subscribed and affirmed as true under penalty of
perjury. The original payrolls or transcripts must be maintained for a period of at least(5)years, by the Department of
Jurisdiction (Contracting Agency), from the project's date of completion. The Department of Jurisdiction (Contracting
Agency)shall collect, review for facial validity, and maintain such payrolls.
In addition, the Commissioner of Labor may require contractors to furnish, with ten (10)days of a request, payroll records
sworn to as their validity and accuracy for public work and private work. Payroll records include, by are not limited to time
cards, work description sheets, proof that supplements were provided, cancelled payroll checks and payrolls. Failure to
provide the requested information within the allotted ten (10)days will result in the withholding of up to 25% of the ,
contract, not to exceed $100,000.00. If the contractor or subcontractor does not maintain a place of business in New York
State and the amount of the contract exceeds$25,000.00, payroll records and certifications must be kept on the project
worksite.
The prime contractor is responsible for any underpayments of prevailing wages or supplements by any subcontractor.
All contractors or their subcontractors shall provide to their subcontractors a copy of the Prevailing Rate Schedule
specified in the public work contract as well as any subsequently issued schedules. A failure to provide these schedules
by'a contractor or subcontractor is a violation of Article 8, Section 220-a'of the Labor Law.
All subcontractors engaged by a public work project contractor or its subcontractor, upon receipt of the original schedule
and any subsequently issued schedules, shall provide to such contractor a verified statement attesting that the . ,
subcontractor has received the Prevailing Rate Schedule and will pay or provide the applicable rates of wages and
supplements specified therein. (See NYS Labor Laws, Article 8 . Section 220-a). i
Determination'of Prevailing Wage and Supplement Rate Updates'Applicable to All Counties
The wages and supplements contained in the annual determination become effective July 1 st whether or not the new
determination has been received by a given contractor. Care should be taken to review the rates for obvious errors. Any
corrections should be brought to the Department's attention immediately. It is the responsibility of the public work ,
contractor to use the proper rates. If there is a question on the proper classification to be used, please call the-district
office located nearest the project. Any errors in the annual determination will be corrected and posted to the NYSDOL
website on the first business day of each month. Contractors are responsible for paying these updated rates as well, -
retroactive to July 1 st.
When you review the schedule for a particular occupation, your attention should be directed to the dates above the:
column of rates. These are the dates for which a given set of rates is effective. To the extent possible, the Department
posts rates in its possession that cover periods of time beyond the July 1st to June 30th time frame covered by a
particular annual determination. Rates that extend beyond that instant time period are informational ONLY and may be
updated in future annual determinations that actually cover the then appropriate July 1 st to June 30th time period.
Withholding of Payments
When a complaint is filed with the Commissioner of Labor alleging the failure of a contractor or subcontractor to pay or
provide the prevailing wages or supplements, or when the Commissioner of Labor believes that unpaid wages or
supplements may be due, payments on the public work contract shall be withheld from the prime contractor in'a sufficient
amount to satisfy the alleged unpaid wages and supplements, including interest and civil penalty, pending a final
determination.
When the Bureau of Public Work finds that a contractor or subcontractor on a public work project failed to pay or provide
the requisite prevailing wages or supplements, the Bureau is authorized by Sections 220-b and 235.2 of the Labor Law to
so notify the financial officer of the Department of Jurisdiction (Contracting Agency)that awarded the public work contract.
Such officer MUST then withhold or"cause to be withheld from any payment due the prime contractor on account of such
contract the amount indicated by the Bureau as sufficient to satisfy the unpaid wages and supplements,,including interest
and any civil penalty that may be assessed by the Commissioner of Labor. The withholding continues until there is a final
determination of the underpayment by the Commissioner of Labor or by the court in the event a legal proceeding is
instituted for review of the determination of the Commissioner of Labor.
The Department of Jurisdiction (Contracting Agency)shall comply with this order of the Commissioner of Labor or of the
court with respect to the release of the funds so withheld.
Summary of Notice Posting Requirements
The current Prevailing Rate Schedule must be posted in a prominent and accessible place on the site of the public work
project. The prevailing wage schedule must be encased in, or constructed of, materials capable of withstanding adverse
weather conditions and be titled "PREVAILING RATE OF WAGES" in letters no smallerthan two (2) inches by two (2)
inches.
The "Public Work Project" notice must be posted at the beginning of the performance of every public work contract;on
each job site.
Every employer providing workers. compensation insurance and disability benefits must post notices of such coverage in
the format prescribed by the Workers. Compensation Board in a conspicuous place on the jobsite.
Every employer subject to the NYS Human Rights Law must conspicuously post at its offices, places of employment, or
employment training centers, notices furnished by the State Division of Human Rights.
Employers liable for contributions under the Unemployment Insurance Law must conspicuously post on the jobsite notices
furnished by the NYS Department of Labor.
Apprentices
Employees cannot be paid apprentice rates unless they are individually registered,in a program registered with the NYS
Commissioner of Labor. The allowable ratio of apprentices to journeyworkers in any craft classification_can be no greater
than the statewide building trade ratios promulgated by the Department of Labor and included with the Prevailing Rate
Schedule. An employee listed on a payroll as an apprentice who is not registered as above, must be paid the prevailing
journeyworker's wage rate for the classification of work the employee is actually performing.
NYSDOL Labor Law,Article 8, Section 220-3, require that only apprentices individually registered with the NYS
Department of Labor may be paid apprenticeship rates on a public work project. No other Federal or State Agency of
office registers apprentices in New York State.
Persons wishing to verify the apprentice registration of any person must do so in writing by mail, to the NYSDOL Office of
Employability Development/Apprenticeship Training, State Office Bldg. Campus, Bldg. 12, Albany, NY 1.2240 or by Fax
to NYSDOL Apprenticeship Training (518)457-7154. All requests for verification must include the name and social
security number of the person for whom the information is requested.
The only conclusive proof of individual apprentice registration is written verification from the NYSDOL Apprenticeship
Training Albany Central office. Neither Federal nor State Apprenticeship Training offices outside of Albany can provide
conclusive registration information.
It should be noted that the existence of a registered apprenticeship program is not,conclusive proof.that any,person is
registered in that program. 'Furthermore, the existence or possession of wallet cards, identification cards, or copies of
state forms is not conclusive proof of the registration of any person as an apprentice.
Interest and Penalties
In the event that an underpayment of wages and/or supplements is found:
- Interest shall be assessed at the rate then in effect as prescribed by the Superintendent of Banks pursuant to
section 14-a of the Banking Law, per annum from the date of underpayment to the date restitution is made.
- A Civil Penalty may also be assessed, not to exceed 25% of the total of wages, supplements, and interest due.
Debarment
Any contractor or subcontractor and/or its successor shall be ineligible to submit a bid on or be awarded any public work
contract or subcontract with any state, municipal corporation or public body for a period of five(5)years when:
- Two (2)willful determinations have been rendered against that contractor or subcontractor and/or its successor
within any consecutive six(6)year period.
- There is any willful determination that involves the falsification of payroll records or the kickback of wages or
supplements.
Criminal Sanctions
Willful violations of the Prevailing Wage Law(Article 8 of the Labor Law)may be a felony punishable by fine or
imprisonment of up to 15 years, or both.
Discrimination
No employee or applicant for employment may be discriminated against on account of age, race, creed, color, national
origin, sex, disability dr marital status.
No contractor, subcontractor nor any person acting on its behalf, shall by reason-of race, creed, color, disability, sex or
national origin discriminate against any citizen of the State of New York who is qualified and available to perform the work
to which the employment relates (NYS Labor Law,Article 8, Section 220-e(a)).
No contractor, subcontractor, nor any person acting on its'behalf, shall in any-manner, discriminate against or intimidate
any employee on account of race, creed, color, disability, sex, or national origin (NYS Labor Law, Article 8, Section 220-
e(b) )
The Human Rights'Law also prohibits discrimination in employment because of age, marital status, or religion.
There may be deducted from the amount payable to the contractor under the contract a penalty of$50.00 for each
calendar day during which such person was discriminated against or intimidated in violation of the provision of the contract
(NYS Labor Law,Article 8, Section 220-e(c)).
1
The contract may be cancelled or terminated by the State or municipality. All monies due or to become due thereunder
may be forfeited for a second or any subsequent violation of the terms or conditions of the anti-discrimination sections of
the contract(NYS Labor Law, Article 8, Section 220-e(d) ).
Every employer subject to the New York State Human Rights Law must conspicuously post at its offices, places of
employment, or employment training centers notices furnished by the State Division of Human Rights.
Workers' Compensation
In accordance with Section 142 of the State Finance Law, the contractor shall maintain coverage during the life of the
contract for the benefit of such employees as required by the provisions of the New York State Workers'Compensation
Law.
A contractor who is awarded a public work contract must provide proof of workers' compensation coverage prior to being
allowed to begin work.
The insurance policy must be issued by a company authorized to provide workers' compensation coverage in New York
State. Proof of coverage must be on form C-105.2 (Certificate of Workers' Compensation Insurance)and must name this
agency as a certificate holder.
If New York State coverage is added to an existing out-of-state policy, it can only be added to a policy from a company
authorized to write workers'compensation coverage in this state. The coverage must be listed under item 3A of the
information page.
The contractor must maintain proof that subcontractors doing work covered under this contract secured and maintained a
workers' compensation policy for all employees working in New York State.
Every employer providing worker's compensation insurance and disability benefits must post notices of such coverage in
the format prescribed by the Workers' Compensation Board in a conspicuous place on the jobsite.
Unemployment Insurance
Employers liable for'contributions under the Unemployment Insurance Law must conspicuously post on the jobsite notices
furnished by the New York State Department of Labor.
I
r
i
� e
I
GD��pF
,
Andrew M Cuomo,Governor y �� Roberta Reardon,Commissioner
Town of Southold Schedule Year 2018 through 2019
Thomas Horth,Principal Eriginee� Date Requested 04/12/2019 '
C&S Companies PRC# 2019004770
499 Col. Eileen Collins Blvd.
Syracuse NY 13212-1002
Location Fishers Island
Project ID# PIN 0193.23
Project Type Misc.rehab to 265 SF vault; new HVAC,electric equipment, repairs.
Notice of Contract Award
New York State Labor Law, Article 8, Section 220.3a requires that certain information
regarding the awarding of public work contracts, be furnished to the Commissioner of Labor.
One "Notice of Contract Award" (PW 16, which may be photocopied), MUST, be completed
'for EACH prime contractor on the above referenced project.
Upon notifying the successful bidder(s) of this contract, enter the required information and
mail OR fax this form to the office shown at the bottom of this notice, OR fill out the
electronic version'via the NYSDOL website.
Contractor Information
All information must be supplied
Federal Employer Identification Number:
Name:
Address:
City: State: Zip:
Amount of Contract: Contract Type:
[ ] (01)General Construction
Approximate Starting Date: [ ] (02) HeatingNentilation
' [ ] (03) Electrical
Approximate Completion Date: [ ] (04) Plumbing
[ ] (05)Other
Phone: (518)457-5589 Fax: (518)485-1870
W.Averell Harriman State Office Campus, Bldg. 12, Room 130,Albany, NY 12240
www.labor state.ny us. PW 16 PWAsk@labor.state.ny.us
IMPORTANT NOTICE
FOR
CONTRACTORS, &
CONTRACTING AGENCIES
Social Security Numbers on Certified Payr®IIS
The Department of Labor is cognizant of the concerns of the potential for misuse or
inadvertent disclosure of social security numbers. Identity theft is a growing problem
and we are sympathetic to contractors' concerns with regard to inclusion of this
information on payrolls if another identifier will suffice.
For these reasons, the substitution of the use of the last four digits of the social
security number on certified payrolls submitted to contracting agencies on public
work projects is now acceptable to the Department of Labor.
NOTE: This change does not affect the Department's
ability to request and receive the entire social
security number from employers during the course
of its public work / prevailing ravage investigations.
To all State Departments, Agency Heads and Public Benefit Corporations
IMPORTANT NOTICE REGARDING PUBLIC WORK ENFORCEMENT FUND
Budget Policy & Reporting Manual
B-610
Public Work Enforcement Fund
effective date December 7, 2005
1. Purpose and Scope:
This Item describes the Public Work Enforcement Fund(the Fund, PWEF) and its
relevance to State agencies and public benefit corporations engaged in construction or
reconstruction contracts, maintenance and repair, and announces the recently-enacted
increase to the percentage of the dollar value of such contracts that must be deposited into
the Fund. This item also describes the roles of the following entities with respect to the
Fund:
- - New York State Department of Labor(DOL),
The Office of the State of Comptroller(OSC), and
State agencies and public benefit corporations. j
2. Background and Statutory References:
DOL uses the Fund to enforce the State's Labor Law as it relates to contracts for
construction or reconstruction, maintenance and repair, as defined in subdivision two of
Section 220 of the Labor Law. State agencies and public benefit corporations participating
in such contracts are required to make payments to the Fund.
Chapter 511 of the Laws of 1995 (as amended by Chapter 513 of the Laws of 1997,'
Chapter 655 of the Laws of 1999, Chapter 376`of the Laws of 2003 and Chapter 407 of the
Laws of 2005) established the Fund.
3. Procedures and Agency Responsibilities:
The Fund is supported by transfers and deposits based on the value of contracts for
construction and reconstruction, maintenance and repair, as defined in subdivision two of
Section 220 of the Labor Law, into which all State agencies and public benefit corporations
enter.
'Chapter 407 of the Laws of 2005 increased the amount required to be provided to this fund
to .10 of one-percent of the total cost of each such contract, to be calculated at the time
agencies or public benefit corporations enter into a new-contract or if a contract is amended.
The provisions of this bill became effective August 2, 2005.
To all State Departments, Agency Heads and Public Benefit Corporations
IMPORTANT NOTICE REGARDING PUBLIC WORK ENFORCEMENT FUND
OSC will report to DOL on all construction-related ("D") contracts approved during the ,_
month, including contract amendments,'and then DOL will bill agencies the appropriate
assessment monthly.An agency may then make a determination if any of the billed
contracts are exempt and so note on the bill submitted back to DOL. For any instance
where an agency is unsure if a contract is or is not exempt,they can call the Bureau of
Public Work at the number rioted below for a determination. Payment by check or journal
voucher is due to DOL within thirty days from the date of the billing. DOL will verify the
amounts and forward them to OSC for processing.
For those contracts which are not approved or administered by the Comptroller,monthly
reports and payments for deposit into the Public Work Enforcement Fund must be provided
to the Administrative Finance Bureau at the DOL within 30 days of the end of each month
or on a payment schedule mutually agreed upon with DOL.
Reports should contain the following information:
Name and billing address of State agency or public
benefit corporation;
State agency or-public benefit corporation contact and
phone number;
- Name and address of contractor receiving the award;
- Contract number and effective dates;
- Contract amount and PWEF assessment charge (if
contract amount has been amended,reflect increase or
decrease to original contract and the adjustment in the
PWEF charge); and
- Brief description of the work to be performed under each
contract.
Checks and Journal Vouchers,payable to the "New York State Department of Labor"
should be sent to:
Department of Labor
Administrative Finance Bureau-PWEF Unit
Building 12, Room 464
State Office Campus
Albany,NY 12240
Any questions regarding billing should be directed to NYSDOL's Administrative Finance
Bureau-PWEF Unit at(518) 457-3624 and any questions regarding Public Work Contracts
should be directed to the Bureau of Public Work at(518) 457-5589.
Construction Industry
Fair Play Act �I
11
Required Posting For Labor Lav
q �
Article 25-B § 861-d
11
Construction industry employers must post the 'I
"Construction Industry Fair Play Act" notice in a
prominent and accessible place on the job site.
Failure to post the notice can result in penalties of
up to $1,500 for a first offense and up to $5,000 for
a second offense. �I
The posting is included as part of this wage 'I
Schedule. Additional copies may be obtained from
the NYS DOL website, www.labor.ny.gov.
If you have any questions concerning
the Fair Play Act, please call the State Labor
Department toll-free at 1-866-435-1499 or email us
at: dol.misclassified@labor.state.ny.us .
11
NEw New York State Department of Labor
Required Notice under Article 25-B of the Labor Law
o
ATTENTION ALL EMPLOYEES, CONTRACTORS AND SUBCONTRACTORS:
YOU ARE COVERED BY THE
CONSTRUCTION INDUSTRY FAIR PLAY ACT
`. The law says that you-are an employee unless:
• You are free from direction and control in performing your job AND
• You perform work that is not part,of the usual work done by the business that hired you AND
t
• You have an independently established business
Your employer cannot consider you to be an independent contractor unless all three of these facts
apply to your work.
IT IS AGAINST THE LAW FOR AN EMPLOYER TO MISCLASSIFY EMPLOYEES AS
INDEPENDENT CONTRACTORS OR PAY EMPLOYEES OFF-THE-BOOKS.
Employee rights. If you are'an employee:
• You are entitled to state and federal worker protections such as
o unemployment benefits, if unemployed through no fault of your own, able to work, and
otherwise qualified
o workers' compensation benefits for on-the-job injuries
o payment for wages earned, minimum wage, and overtime (under certain conditions)
o prevailing wages on public work projects
o the provisions of the National Labor Relations Act and
o a safe work environment
• It is a violation of this law for employers to retaliate against anyone who asserts their rights
under the law. Retaliation subjects an employer to,civil penalties, a private lawsuit or both.
Independent Contractors: 'If you are an independent contractor:
• You must pay all taxes required by New York State and Federal Law.
Penalties for paying off-the-books or improperly treating employees as,independent contractors:
• Civil Penalty First Offense: up to $2,500 per employee.
Subsequent Offense(s): up to $5,000 per employee.
- • Criminal Penalty First Offense: Misdemeanor - up to 30 days in jail, up to a $25,000 fine
and debarment from performing Public Work for up to one year.
Subsequent Offense(s):-'Misdemeanor -, up to 60 days in'jail, up to a
$50,000 fine and debarment from performing Public Work for up to 5
years.,
If you have questions about your employment status or believe that your employer may have
violated your rights and.you want to file a complaint, call the Department of Labor,at
! 1(866)435-1499 or send an email to dol.misclassifiedO-labor.state.n,y.us. All complaints of
fraud and violations are taken seriously and you can remain anonymous.
Employer Name:
IA 999 (09/10)
11
WORKER NOTIFICATION
11
Labor Law §220, paragraph a'of subdivision 3-a)
I
Effective February 24, 2008
This provision is an addition to the existing prevailing wage rate
law, Labor Law §220, paragraph a of subdivision 3-a., It requires
contractors and subcontractors to provide written notice to, all
laborers, workers or mechanics of the prevailing wage rate for ,
their particular job classification on each pay stub*. It also requires
contractors and subcontractors to post a notice at the beginning of
the performance of every public work contract on each job site that
includes the telephone number and address for the Department of
Labor and a statement informing laborers,-workers or mechanics of
their, right to contact the Department of Labor if he/she is not 11
receiving the proper prevailing rate of wages and/or supplements
for his/her particular job classification. The required notification
will be provided with each wage schedule, may be downloaded
from our website www.labor.state.ny.us or made available upon
request by contacting the Bureau of Public Work at 518-457-5589.
* In the event that the required information will not fit on the pay stub,
an accompanying sheet or attachment of the information will suffice.
I
New York State Department of Labor
Bureau of Public •
Attention ., Employeesi
- THIS IS A:
PUBLIC WORK
PROJECT
If you are employed on this project as a
worker, laborer, or mechanic you are entitled to
receive the prevailing wage and supplements rate
for the classification at which you are working.
Chapter 629 of These wages are set by law and must be posted
the Labor Laws at the work site. They can also be found at:
of 2007: www.labor.ny.gov
If you feel that you have not received proper wages or benefits,
please call our nearest office.*
Albany (518) 457-2744 Patchogue (631) 687-4882
Binghamton (607) 721-8005 Rochester (585) 258-4505
Buffalo (716) 847-7159 Syracuse (315) 428-4056
Garden City (516) 228-3915 Utica (315) 793-2314
New York City (212) 932-2419 White Plains (914) 997-9507
Newburgh (845) 568-5156
*
For New York City government agency construction projects, please
contact the Office of the NYC Comptroller at (212) 669-4443, or
www.comptroller.nyc.gov — click on Bureau of Labor Law.
Contractor Name:
Project Location:
PW 101 (4.15)
®SHA 10-hour Construction
Safety and Health Course — S1537-A
Effective July 18, 2008
This provision is an addition to the existing prevailing wage rate
law, Labor Law §220, section 220-h. It requires that on all public
work projects of at least $250,000.00, all laborers, workers and
mechanics working on the site, be certified as having successfully
completed the OSHA 10-hour construction safety and health course.
It further requires that the advertised bids and contracts for every
public work contract of at least $250,000.00, contain a provision of
this requirement.
NOTE: The OSTIA 10 Legislation only applies to workers
on a public work project that are required, under
Article 8, to receive the prevailing wage.
(03.12) Page 1 of 2
Where to find OSHA 10-hour Construction Course
1. NYS Department of Labor website for scheduled outreach training at:
www.labor.state.ny.us/workerprotection/safeiyhealth/DOSH ONSITE CONSULTATION.shtin
2. OSHA Training Institute Education Centers:
Rochester Institute of Technology OSHA Education Center
Rochester,NY
Donna Winter
Fax (585) 475-6292
e-mail: dlwtpo@rit.edu
(866) 385-7470 Ext. 2919
www.rit.edu/–outreach/course.php3?CourselD=54
Atlantic OSHA Training Center
UMDNJ–School of Public Health
Piscataway,NJ
Janet Crooks
Fax (732) 235-9460
e-mail: crooksje@umdnj.edu
(732)235-9455
https:Hophp umdnj edu/wconnect/ShowSchedule.awp?—GROUP–AOTCON-10–
Atlantic OSHA Training Center
University at Buffalo
Buffalo,New York
Joe Syracuse
Fax (716) 829-2806
e-mail:mai Ito:j aps(a,buffalo.edu
(716) 829-2125
http•//www.smbs.buffalo.edu/CENTERS/trc/schedule OSHA.php
Keene State College
Manchester,NH
Leslie Singleton
e-mail: lsin lg etin@keene.edu
(800)449-6742
www.keene.edu/courses/print/courses osha.cfin
3. List of trainers and training schedules for OSHA outreach training at:
www.OutreachTrainers.org
(03.12) Page 2 of 2
Requirements for OSHA 10 Compliance
Chapter 282 of the Laws of 2007, codified as Labor Law 220-h took effect on July
18, 2008. The statute provides as follows:
The advertised specifications for every contract for public work of$250,000.00 or
more must contain a provision requiring that every worker employed in,the
performance of a public work contract shall be certified as having completed an
OSHA 10 safety training course. The clear intent of this provision is to require that
all employees of public work contractors, required to be paid prevailing rates,receive
such training"prior to the performing any work on the project."
The Bureau will enforce the statute as follows:
All contractors and sub,contractors must attach a copy of proof of completion of the
OSHA 10 course to the first certified payroll submitted to the contracting agency and
on each succeeding payroll where any new or additional employee is first listed.
Proof of completion may include but is not limited to:
• Copies of bona fide course completion card (Note: Completion cards do not have
an expiration date.)
• Training roster, attendance record of other documentation from the certified
trainer pending the issuance of the card.
• Other valid proof
**A certification by-the employer attesting that all employees have completed such a
course is not sufficient proof that the course has been completed.
Any questions regarding this statute may be directed to the New York State
Department of Labor, Bureau of Public Work at 518-485-5696.
i
m
Page 1 of 1
it
WICKS Reform 2008
(For all contracts advertised or solicited for bid on or after 7/1/08)
• Raises the threshold for public work projects subject to the Wicks Law requiring I'
separate specifications and bidding for the plumbing, heating and electrical work.
The total project's threshold would increase from $50,000 to: $3 million in Bronx,
Kings, New York, Queens and Richmond counties; $1.5 million in Nassau, I'
Suffolk and Westchester counties, and $500,000 in all other counties.
• For projects below the monetary threshold, bidders must submit a sealed list 1'
naming each subcontractor for the plumbing, HVAC and electrical work and the 1
amount to be paid to each. The list may not be changed unless the public owner
finds a legitimate construction need, including a change in specifications or costs I�
or use of a Project Labor Agreement (PLA), and must be open to public
inspection.
• Allo ws he state and local agencies encies and authorities to waive the Wicks Law and I�
t
use a PLA if it will provide the best work at the lowest possible price. If a PLA is
used, all contractors shall participate in apprentice training programs in the I f
trades of work it employs that have been approved by the Department of Labor
(DOL) for not less than three years. They shall also have at least one graduate I'
in the last three years and use affirmative efforts to retain minority apprentices
PLA's would be exempt from Wicks, but deemed to be public work subject to
prevailing wage enforcement.
• The Commissioner of Labor shall have the power to enforce separate
specification requirements on projects, and may issue stop-bid orders against I'
public owners for non-compliance.
• Other new monetary thresholds, and similar sealed bidding for non-Wicks
projects, would apply to certain public authorities including municipal housing
authorities, NYC Construction Fund, Yonkers Educational Construction Fund,
NYC Municipal Water Finance Authority, Buffalo Municipal Water Finance I'
Authority, Westchester County Health Care Association, Nassau County Health
Care Corp., Clifton-Fine Health Care Corp., Erie County Medical Center Corp.,
NYC Solid Waste Management Facilities, and the Dormitory Authority. 'I
• Reduces from 15 to 7 days the period in which contractors must pay
subcontractors. II
IMPORTANT INFORMATION
Regarding Use of Form PW30.1
(Previously 30R)
"Employer Registration for Use of 4 Day / 10 Hour Work Schedule"
To use the '4 Day / 10 Hour Work Schedule®o
There MUST be a Dispensation of Hours (PW30) in place on the
project
AND
You MUST register your intent to work 4 / 10 hour days, by
completing the PW30.1 Form.
REMEMBER...
The '4 Day/ 10 Hour Work Schedule' applies ONLY to Job Classifications
and Counties listed on the PW30.1 Form.
Do not Write in any additional Classifications or Counties.
(Please note : For each Job Classification check the individual wage
schedule for specific details regarding their 4/10 hour day posting.)
PW30.1-Notice (03.17) NYSDOL Bureau of Public Work 1 of 1
Instructions for Completing Form PW30®1
(Previously 30R)
"Employer Registration for Use of 4 Day/ 10 Hour Work Schedule"
Before completing Form PW30.1 check to be sure ... I
P �
• There is a Dispensation of Hours in place on the project. I'
• The 4 Day/ 10 Hour Work Schedule applies to the Job Classifications you will be using.
• The 4 Day/ 10 Hour Work Schedule applies to the County/Counties where the work will take 1�
place.
Instructions (Type or Print legibly): 'I
Contractor Information:
• Enter the Legal Name of the business, FEIN,Street Address, City, State, Zip Code;the Company's
Phone and Fax numbers; and the Company's email address (if applicable)
• Enter the Name of a Contact Person for the Company along with their Phone and Fax numbers, I'
and the personal email address (if applicable)
Project Information: I�
• Enter the Prevailing Rate Case number(PRC#) assigned to this project
• Enter the Project Name/Type (i.e.Smithtown CSD—Replacement of HS Roof)
• Enter the Exact Location of Project(i.e. Smithtown HS, 143 County Route#2, Smithtown,NY; I�
Bldgs. 1 &2)
• If you are a Subcontractor, enter the name of the Prime Contractor for which you work
• On the Checklist of Job Classifications-
o Go to pages 2 and 3 of the form
o Place a checkmark in the box to the right of the Job Classification you are choosing
o Mark all Job Classifications that apply
***Do not write in any additional Classifications or Counties.`
Requestor Information:
• Enter the name of the person submitting the registration,their title with the company, and the 'I
date the registration is filled out
Return Completed Form:
• Mail the completed PW30.1 form to: NYSDOL Bureau of Public Work, SOBC—Bldg.12—
Rm.130,Albany, NY 12240 -OR- 'I
• Fax the completed PW30.1 form to: NYSDOL Bureau of Public Work at(518)485-1870
PW30.1-Instructions (03.17) NYSDOL Bureau of Public Work 1 of 1 !�
It
NEWIYORK
STANEM
OF Department
OPPORTUNITY. o f Labor
Bureau of Public Work Harriman
State Office Campus
Building 12, Room 130
Albany, New York 12240
Phone- (518)457-5589 1 Fax: (518)485-1870
www.labor.nv.qov
Employer Registration for Use of 4 Day 110 Hour olli'ork Schedule
Before completing this form, make sure that:
• There is a Dispensation of Hours In place on the project.
• The 4 Day/ 10 Hour Work Schedule applies to the Job Classifications you will be using.
• The 4 Day/10 Hour Work Schedule applies to the County/Counties where the work will take place.
Please type or print the requested information and then mail or fax to the address above.
Contractor Information
Company Name: FEIN:
Address:
City: State: Zip Code:
Phone No: Fax No: Email:
Contact Person:
Phone No: Fax No: Email:
Project Information
Project PRC#: Project Name/Type:
Exact Location
of Project: County:
(If you are Subcontractor)
Prime Contractor Name:
Job Classification(s)to Work 4/10 Schedule- (Choose all that apply on Job Classification Checklist-Pages 3-8)
*"*Do not write in any additional Classifications or Counties'
Requestor Information
Name:
Title: Date:
PW 30 1 (06/17) 1 of 7
Please use the list below with the number assigned to each county as a reference to the corresponding numbers listed
in the following pages under Entire Counties & Partial Counties.
1. Albany County 33. Oneida County
2. Allegany County 34. Onondaga County
3. Bronx County 35. Ontario County I
4. Broome County 36. Orange County
5. Cattaraugus County 37. Orleans County I
6. Cayuga County 38. Oswego County
7. Chautauqua County 39. Otsego County I
8. Chemung County
40. Putnam County
9. Chenango County I
41. Queens County
10. Clinton County
42. Rensselaer County I�
11. Columbia County
43. Richmond County(Staten Island)
12. Cortland County
44. Rockland County I'
13. Delaware County
45. Saint Lawrence County
14. Dutchess County
46. Saratoga County
15. Erie County
47. Schenectady County
16. Essex County
48. Schoharie County
17. Franklin County
49. Schuyler County
18. Fulton County
19. Genesee County 50. Seneca County
20. Greene County 51. Steuben County
21. Hamilton County 52. Suffolk County
22. Herkimer County 53. Sullivan County
23. Jefferson County 54. Tioga County
24. Kings County(Brooklyn) 55. Tompkins County
25. Lewis County 56. Ulster County
26. Livingston County 57. Warren County
27. Madison County 58. Washington County
28. Monroe County 59. Wayne County
29. Montgomery County 60. Westchester County
30. Nassau County 61. Wyoming County
31. New York County(Manhattan) 62. Yates County
32. Niagara County
PW 30 1(06/17)
2of7
Job Classification Checklist
(Place a checkmark by all classifications that will be using the 4/10 schedule)
***Do not write in any additional Classifications or Counties'
Job Classification Tag - '-Entire`Entire Coiifities_ •_Partial'C®unties check
BoX__
Carpenter-Building 276B-All 7 2 ,5
Carpenter-Building 276B-Cat 15 5
Carpenter-Building 276-B-LIV 26,28,35, 59 61
Carpenter-Building 276B-Gen 19, 32,37 61
Carpenter-Heavy&Highway 276HH-All 2, 5, 7
Carpenter-Heavy&Highway 276HH-Erie 15
Carpenter-Heavy& Highway 276HH-Gen 19, 32, 37, 61
Carpenter-Heavy&Highway 276HH-Liv 26,28, 35, 59
Carpenter-Residential 276R-All 7 2, 5
Carpenter-Building 277B-Bro 4, 54
Carpenter-Building 2778-CAY 6, 50,62
Carpenter-Building 2778-CS 8, 12,49, 51,55 2
Carpenter-Building 277 JLS 23,25,45
Carpenter-Building 277 omh 22,27,33
Carpenter-Building 277 On 34
Carpenter-Building 2770s 38
Carpenter-Building 2 7CDO 91 13, 39
Bldq
Carpenter-Heavy& Highway 277 HDO 9, 13, 39
Carpenter-Heavy& Highway 277HH-BRO 4,6, 8, 12, ,22, 23,25, 27,33,34,
38,45,49, 50, 51, 54, 55,62
Carpenter-Building 291 B-Alb 1, 18,20, 29,42,47,48
Carpenter-Building 291 B-Cli 10, 16, 17
Carpenter-Building 291 B-Ham 21, 57, 58
Carpenter-Budding 291B-Sar 46
Carpenter-Heavy& Highway 291 HH-Alb 1 10, 16, 17,18,20,21, 29,42,46,
47,48, 57, 58
Electrician 25m 30, 52
Electrician-Teledata Cable Splicer 43 12, 22,27, 33,38 6, 9, 34, 39, 55, 59
PW 30 1(06/17) 3 of 7
Job Classification Checklist
(Place a checkmark by all classifications that will be using the 4/10 schedule)
*'*Do not write in any additional Classifications or Counties***
Check
Job Classification -fag # .-Entire Counties " "_- Partial-Counties
Electrician 86 26,28 19, 35, 37, 59, 61
Electrician 840 Teledata 62 6, 34, 35, 50,59
and 840 Z1
Electrician 910 10, 16, 17, 23,25,45
Electrical Lineman 1049Line/Gas 30,41,52
1, 2,4, 5,6,7, 8, 9, 10, 11, 12, 13,
14, 15, 16, 17, 18, 19, 20,21,22,
Electrical Lineman 1249a 23,25,26, 27,28,29, 32, 33, 34,
35, 36, 37, 38,39,40,42,44,46,
47,48,49, 50,45,51, 53, 54, 55,
56, 57, 58, 59,61,62
Electrical Lineman 1249a West 60
1, 2, 4, 5,6, 7, 8, 9, 10, 12, 13, 15,
16, 17, 18, 19, 20,21,22,23,25,
Electrical Lineman 1249a-LT 26, 27,28, 29, 32, 33, 34, 35, 37,
38, 39,42,46,47,48,49,50,45,
51, 53, 54, 55, 57,58, 59,61,62
Electrical Lineman 1249aREG8LT 11, 14, 36,40,44, 56
Electrical Lineman 1249aWestLT 60
Elevator Constructor 138 11, 14,20, 36,40, 53, 56 13,44,60
Elevator Constructor 14 2, 5, 7, 15, 19, 32, 37, 61
Elevator Constructor 27 8, 26,28,35,49, 50, 51, 59, 62
Elevator Constructor 35 1, 10, 16, 18,21, 22, 29, 39, 42,46,
47,48, 57, 58
Elevator Constructor 621 4 6, 9, 12, 23,25,27, 33, 34, 38, 13
45, 54, 55
Glazier 201 1, 10, 11, 16, 17, 18, 20,21, 29,42,
46,47,48, 57, 58
Glazier 660r 2, 5, 7, 15, 19, 32, 37, 61
Glazier 660 2, 5, 7, 15, 19, 32, 37, 61
Glazier 677.1 23, 25,26, 28, 35,45, 50,59,62
Glazier 677Z-2 6, 12,22,27,33, 34, 38
Glazier 67723 4, 8, 9, 13, 39,49,51, 54, 55
Glazier 677r.2 6, 12,22,27,33, 34, 38
Insulator-Heat&Frost 30-Syracuse 4, 6, 8, 9, 12,22, 23, 25, 27, 33, 34,
38, 39,49, 50,45, 54, 55
Laborer-Building 621b 2, 7 5
Laborer-Building 633 bON 34
PW 30 1 (06/17) 4 of 7
Job Classification Checklist
(Place a checkmark by all classifications that will be using the 4/10 schedule)
***Do not write in any additional Classifications or Counties***
Job-Classification= Ta -- -_Entire Counties , . PartialCounties, check-
BOX--
Laborer
X_-
Laborer-Building 633b Cay 6
Laborer-Building 633bOS 38
Laborer-Building 785(7) 4 9, 13,54
Laborer-Building 785B-CS 8, 51 49
Laborer-Building 7-785b 12, 55 49, 54
Laborers-Heavy&Highway 157h/h 47 18,29,46
Laborers-Heavy&Highway 190 h/h 1, 42,58 11,20,46
Laborers-Heavy&Highway 35/2h 21,22,27, 33 18, 29
Laborer-Residential 621r 2, 7 5
Laborers-Tunnel 157 47 18, 29,46
Laborers-Tunnel 35T 21,22,27, 33 18, 29
Laborers-Tunnel 190 1,42,58 11,20,46
Mason-Building 2TS 1 1 111, 16, 17, 18, 20, 21,29,
42,46,47,48, 57,58
Mason-Building 2TS.2 22,23,25, 33,45 27
Mason-Building 2TS.3 6, 34, 38 27
Mason-Building 2b-on 34
Mason-Building 2b 1 5811, 18,20,21, 29, 42,46,47,48, 57
Mason-Building 2b.2 22, 33 25
Mason-Building 2b 3 6, 34 27
Mason-Building 2b 4 38
Mason-Budding 2b.5 23 25
Mason-Building 2b 6 45
Mason-Building 2b.8 10, 16, 17 57
Mason-Building 3b-Co-Z2 8, 49, 51 2
Mason-Building 3B-Z1 19, 26,28, 35, 50,59,61,62
Mason-Budding-Residential 3B-Z1 R 19,26,28, 35, 50,59,61, 62
Mason-Budding 3B-Bmg-Z2 4, 9, 13, 39, 54
Mason-Building 3B-Ith-Z2 12, 55
PW 30 1 (06/17) 5 of 7
Job Classification Checklist
(Place a checkmark by all classifications that will be using the 4/10 schedule)
***Do not write in any additional Classifications or Counties***
Job-Classification _Tag # -- Entire Counties-_ Partial C®unties Check
Mason-Building 3B-Jam-Z2 7 2, 5
Mason-Building-Residential 3B-Jam-Z2R 554, 8, 7, 9, 12, 39, 13, 49, 51, 54, 5
Mason-Building 3B-Z3 15, 32 5
Mason-Building 3B-Z3 Orleans 37
Mason-Residential 3B-Z3R 15,32 5
Mason-Residential z3R.Orleans 37
Mason-Heavy&Highway 3h 2, 4, 8, 7, 9, 12, 13, 19, 26,28,35, 5, 15, 32
37, 39,49, 50, 51, 54, 55, 59,61, 62
Mason-Tile Finisher 3TF-Z1 19,26,28, 35, 50, 59,61,62
Mason-Tile Finisher 3TF-Z2 554, 8, 7, 9, 12, 13, 39,49, 51,54, 5
Mason-Tile Finisher 3TF-Z3 15, 32, 37 5
Mason-Tile Finisher 3TF-Z1 R 19,26,28, 35, 50,59, 61,62
Mason-Tile Finisher 3TF-Z2R 2,4, 7, 9, 12, 13, 39, 49, 51, 54, 55 5
Mason-Tile Finisher 3TF-Z3R 15, 32, 37 5
Mason-Tile Setter 3TS-Z1 19,26, 28, 35, 50,59,61,62
Mason-Tile Setter Residential 3TS-Z1 R 19,26, 28, 35, 50,59, 61,62
Mason-Tile Setter 3TS-Z2 554, 7, 8, 9, 12, 13, 39, 49, 51, 54, 5
Mason-Tile Setter Residential 3TS-Z2R 554, 7, 8, 9, 12, 13, 39,49,51, 54, 5
Mason-Tile Setter 3TS-Z3 15, 32, 37 5
Mason-Tile Setter Residential 3TS-Z3R 15, 32, 37 5
Mason-Building/Heavy&Highway 780 3, 24, 30, 31,41,43, 52
Operating Engineer-Heavy& 137H/H 40,60 14
Highway
Operating Engineer-Heavy& 158-832H 2, 8,26, 28, 35,49, 51, 59,62 19
Highway
1,4, 9, 10, 11, 14, 16, 17, 18,20,
Operating Engineer-Heavy& 158-H/H 21, 22,29, 39,42,46,47,48, 54,
Highway 57, 58
Operating Engineer-Heavy& 158-545h 6, 12,23, 25,27, 33, 38,45, 50, 55
Highway
1, 3, 10, 11, 14, 16, 17, 18,20,21,
Painter 1456-LS 24,29, 30, 31, 36,40,41,42,43,
44,46,47, 48, 52,53, 56,57, 58, 60
Painter 150 28, 59, 62 26, 35
PW30.1 (02/17) 6 of 7
Job Classification Checklist
(Place a checkmark by all classifications that will be using the 4110 schedule)
Do not write in any additional Classifications or Counties'
Job.Classification - Tag # :Entire Counties . f Partial Counties -CBo-
Painter 178 B 4, 9, 54
Painter 178 E 8,49 51
Painter 1781 12, 55
Painter 1780 13, 39
Painter 31 6,22,27,33, 34, 50 25, 35, 38
Painter 38.0 38
Painter 38.W 23,45 25
Painter Buf,N a,Olean 2, 15, 19,32, 37, 61 5,7,26, 51
Painter 4-Jamestown 5,7
Sheetmetal Worker 46 26,28, 35, 50, 59, 62
Sheetmetal Worker 46r 26,28, 35, 50,59,62
Teamsters-Heavy&Highway 294h/h 1, 11, 18,20,29;42,46,47,48, 58 57
Teamsters-Heavy&Highway 317bhh 6, 12, 50,51, 55,62 2
Teamsters-Budding/Heavy& 456 40,60
Highway
PW 30 1 (06/17) 7 of 7
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770
Introduction to the Prevailing Rate Schedule
Information About Prevailing Rate Schedule
This information is provided to assist you in the interpretation of particular requirements for each classification of worker contained in the
attached Schedule of Prevailing Rates.
Classification
It is the duty of the Commissioner of Labor to make the proper classification of workers taking into account whether the work is heavy and
highway,building,sewer and water,tunnel work,or residential, and to make a determination of wages and supplements to be paid or
provided. It is the responsibility of the public work contractor to use the proper rate If there is a question on the proper classification to be
used, please call the district office located nearest the project. District office locations and phone numbers are listed below.
Prevailing Wage Schedules are issued separately for"General Construction Projects"and"Residential Construction Projects"on a county-
by-county basis.
General Construction Rates apply to projects such as, Buildings, Heavy&Highway, and Tunnel and Water&Sewer rates
Residential Construction Rates generally apply to construction, reconstruction, repair,alteration, or demolition of one family,two family, row
housing,or rental type units intended for residential use.
Some rates listed in the Residential Construction Rate Schedule have a very limited applicability listed along with the rate. Rates for
occupations or locations not shown on the residential schedule must be obtained from the General Construction Rate Schedule. Please
contact the local Bureau of Public Work office before using Residential Rate Schedules,to ensure that the project meets the required criteria
Payrolls and Payroll Records
Contractors and subcontractors are required to establish,maintain, and preserve for not less that six(6)years, contemporaneous,true, and
accurate payroll records
Every contractor and subcontractor shall submit to the Department of Jurisdiction(Contracting Agency),within thirty(30)days after issuance
of its first payroll and every thirty(30)days thereafter, a transcript of the original payrolls, subscribed and affirmed as true under penalty of
perjury
Paid Holidays
Paid Holidays are days for which an eligible employee receives a regular day's pay, but is not required to perform work. If an employee
works on a day listed as a paid holiday,this remuneration is in addition to payment of the required prevailing rate for the work actually
performed.
Overtime
At a minimum,all work performed on a public work project in excess of eight hours in any one day or more than five days in any workweek is
overtime However,the specific overtime requirements for each trade or occupation on a public work protect may differ. Specific overtime
requirements for each trade or occupation are contained in the prevailing rate schedules
Overtime holiday pay is the premium pay that is required for work performed on specified holidays. It is only required where the employee
actually performs work on such holidays.
The applicable holidays are listed under HOLIDAYS OVERTIME The required rate of pay for these covered holidays can be found in the
OVERTIME PAY section listings for each classification
Supplemental Benefits
Particular attention should be given to the supplemental benefit requirements Although in most cases the payment or provision of
supplements is straight time for all hours worked, some classifications require the payment or provision of supplements, or a portion of the
supplements,to be paid or provided at a premium rate for premium hours worked. Supplements may also be required to be paid or provided
on paid holidays, regardless of whether the day is worked The Overtime Codes and Notes listed on the particular wage classification will
indicate these conditions as required
Effective Dates
When you review the schedule for a particular occupation,your attention should be directed to the dates above the column of rates These
are the dates for which a given set of rates is effective The rate listed is valid until the next effective rate change or until the new annual
determination which takes effect on July 1 of each year All contractors and subcontractors are required to pay the current prevailing rates
of wages and supplements If you have any questions please contact the Bureau of Public Work or visit the New York State Department of
Labor website(www labor.state ny.us)for current wage rate information
Apprentice Training Ratios
The following are the allowable ratios of registered Apprentices to Journey-workers.
For example,the ratio 1.1,1.3 indicates the allowable initial ratio is one Apprentice to one Journeyworker The Journeyworker must be in
place on the project before an Apprentice is allowed.Then three additional Journeyworkers are needed before a second Apprentice is
allowed. The last ratio repeats indefinitely Therefore,three more Journeyworkers must be present before a third Apprentice can be hired,
and so on.
Please call Apprentice Training Central Office at(518)457-6820 if you have any questions
Page 30
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770
Title(Trade) Ratio
Boilermaker(Construction) 1:1,1.4
Boilermaker(Shop) 1 1,13
Carpenter(Bldg.,H&H, Pile Dnver/Dockbutlder) 1 1,14
Carpenter(Residential) 1.1,1.3
Electrical(Outside)Lineman 1 1,12
Electrician(Inside) 1 1,1 3
Elevator/Escalator Construction&Modernizer 1:1,12
Glazier 1 1,1 3
Insulation&Asbestos Worker 1 1,13
Iron Worker 1:1,1.4
Laborer 1 1,1 3
Mason 1 1,14
Millwright 1:1,14
Op Engineer 1 1,15
Painter 1 1,1 3
Plumber&Steamfitter 1 1,1.3
Roofer 1 1,1.2
Sheet Metal Worker 1:1,1.3
Sprinkler Fitter 1 1,12
i
If you have any questions concerning the attached schedule or would like additional information, please contact the nearest BUREAU of
PUBLIC WORK District Office or write to
New York State Department of Labor
Bureau of Public Work
State Office Campus, Bldg 12
Albany, NY 12240
District Office Locations. Telephone# FAX#
Bureau of Public Work-Albany 518-457-2744 518-485-0240
Bureau of Public Work-Binghamton 607-721-8005 607-721-8004
Bureau of Public Work-Buffalo 716-847-7159 716-847-7650
Bureau of Public Work-Garden City 516-228-3915 516-794-3518
Bureau of Public Work-Newburgh 845-568-5287 845-568-5332
Bureau of Public Work-New York City 212-932-2419 212-775-3579
Bureau of Public Work-Patchogue 631-687-4882 631-687-4902
Bureau of Public Work-Rochester 585-258-4505 585-258-4708
Bureau of Public Work-Syracuse 315-428-4056 315-428-4671
Bureau of Public Work-Utica 315-793-2314 315-793-2514
Bureau of Public Work-White Plains 914-997-9507 914-997-9523
Bureau of Public Work-Central Office 518-457-5589 518-485-1870
Page 31
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770 Suffolk County
Suffolk County General Construction
Asbestos Worker 04/01/2019
JOB DESCRIPTION Asbestos Worker DISTRICT 4
ENTIRE COUNTIES
Bronx, Kings, Nassau,,New York, Queens, Richmond,Suffolk
WAGES
Per Hour: 07/01/2018
Abestos Worker $44.00
Removal&Abatement Only*
NOTE *On Mechanical Systems that are NOT to be SCRAPPED.
SUPPLEMENTAL BENEFITS
Per Hour.
Abestos Worker $8.70
Removal&Abatement Only
OVERTIME PAY
See(B, B2,*E,J)on OVERTIME PAGE
Hours worked on Saturdays are paid at time and one half only if forty hours have been worked during the week.
HOLIDAY
Paid: See(1)on HOLIDAY PAGE
Overtime: See(5,6, 8)on HOLIDAY PAGE l
REGISTERED APPRENTICES
Apprentice Removal&Abatement Only.
1000 hour terms at the following percentage of Journeyman's rates.
1 st 2nd 3rd 4th
78% 80% 83% 89%
SUPPLEMENTAL BENEFIT
Per Hour
Apprentice
Removal&Abatement $870
4-12a-Removal Only
Boilermaker 04/01/2019
JOB DESCRIPTION Boilermaker DISTRICT 4
ENTIRE COUNTIES '
Bronx, Dutchess, Kings, Nassau, New York, Orange, Putnam,Queens, Richmond, Rockland, Suffolk, Sullivan, Ulster,Westchester
WAGES
Per Hour: 07/01/2018 01/01/2019
Boilermaker $57.17 $5917
Repairs&Renovations $57.17 $59.17
SUPPLEMENTAL BENEFITS -
Per Hour: 07/01/2018 01/01/2019
Boilermaker 32%of hourly 32%of hourly
Repair$Renovations Wage Paid Wage Paid
+$25.32 +$25'35
NOTE."Hourly Wage Paid"shall include any and all premium(s)pay.
Repairs&Renovation Includes replacement of parts and repairs&renovation of existing unit
OVERTIME PAY
See(D, O)on OVERTIME PAGE
Repairs&Renovation see(B,E,Q)
HOLIDAY
Page 32
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the,New York State Department of Labor
Last Published on Apr 012019 PRC Number 2019004770 Suffolk County
Paid: See(8, 16,23,24)on HOLIDAY PAGE
Overtime See(5,6,8, 11, 12, 15, 16,22,23,24,25)on HOLIDAY PAGE
NOTE.*Employee must work in pay week to receive Holiday Pay
"Employee gets 4 times the hourly wage rate for working Labor Day.
REGISTERED APPRENTICES
Wage per hour
(1/2)Year Terms at the following pecentage of Boilermaker's Wage
1 st 2nd 3rd 4th 5th 6th 7th
65% 70% 75% 80% 85% 90% 95%'
Supplemental Benefits Per Hour.
07/01/2018 01/01/2019
Apprentice(s) 32%of Hourly 32%of Hourly
Wage Paid Plus Wage Paid Plus
Amount Below Amount Below
1 st Term $19.37 $19 38
2nd Term 20.22 2024
3rd Term 21.06 2108
'4th Term 21 92 2194
5th Term 2277 2279
6th Term 2362 2365
7th Term 2446 24.49
NOTE:"Hourly Wage Paid"shall include any and all premium(s)
4-5
Carpenter 04/01/2019
JOB DESCRIPTION Carpenter DISTRICT 8
ENTIRE COUNTIES
Bronx, Kings, Nassau, New York, Putnam,Queens, Richmond, Rockland,Suffolk,Westchester
WAGES
Per hour. 07/01/2018
Piledriver $53.63•
Dockbuilder $53.63
SUPPLEMENTAL BENEFITS "
Per hour•
Journeyworker $50.62
OVERTIME PAY
See(B, E2,O)on OVERTIME PAGE
HOLIDAY
Paid: See(1)on HOLIDAY PAGE.
Paid'for 1st&2nd yr.
Apprentices See(5,6,11,13,25)
Overtime See(5,6,11,13,25)on HOLIDAY PAGE
REGISTERED APPRENTICES
Wages per hour
(1)year terms.
1 st 2nd 3rd 4th
j $21.45 $2682 $3486 $4290
Supplemental benefits per hour.
All Terms- '$33.49
- "8-1556 Db
Page 33
's
Prevailing Wage'Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770 Suffolk County
Carpenter 04/01/2019
JOB DESCRIPTION Carpenter DISTRICT 8
ENTIRE COUNTIES
Bronx, Kings, Nassau, New York, Queens, Richmond, Rockland, Suffolk,Westchester
WAGES
Per hour 07/01/2018
Carpet/Resilient
Floor Coverer $50.50
INCLUDES HANDLING&INSTALLATION OF ARTIFICIAL TURF AND SIMILAR TURF INDOORS/OUTDOORS.
SUPPLEMENTAL BENEFITS
Per hour.
$45.85
OVERTIME PAY
See(B, E, Q)on OVERTIME PAGE
HOLIDAY
Paid- See(18, 19)on HOLIDAY PAGE.-
I
Paid for 1 st&2nd yr.
Apprentices See(5,6,11,13,16,18,19,25)
Overtime: See(5,6,11,13,16,18,19,25)on HOLIDAY PAGE.
REGISTERED APPRENTICES
Wage per hour-(1)year terms
1st 2nd 3rd 4th
$2020 $25.25 $3283 $4040 j
Supplemental benefits per hour-all apprentice terms
$3111
8-2287
Carpenter 04/01/2019
JOB DESCRIPTION Carpenter DISTRICT 8
ENTIRE COUNTIES
Bronx, Dutchess, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland,Suffolk,Westchester
WAGES
Per Hour: 07/01/2018
Marine Construction:
Marine Diver $67.94
Marine Tender 4824
SUPPLEMENTAL BENEFITS
Per Hour
Journeyman $50.62
OVERTIME PAY
See(B, E, E2, Q)on OVERTIME PAGE
HOLIDAY
Paid: See(18, 19)on HOLIDAY PAGE
Overtime- See(5,6, 10, 11, 13, 16, 18, 19)on HOLIDAY PAGE
REGISTERED APPRENTICES
Wages per hour
One(1)year terms.
1st year $21.45
2nd year 2682
3rd year 3486
4th year 4290
Page 34
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770 Suffolk County
Supplemental Benefits
Per Hour-
All terms $33.49
8-1456MC
Carpenter 04/0112019
JOB DESCRIPTION Carpenter DISTRICT 8
ENTIRE COUNTIES
Bronx, Kings, Nassau, New York, Putnam,Queens, Richmond, Rockland, Suffolk,Westchester
WAGES
Per hour 07/01/2018
Building
Millwright $52.70
SUPPLEMENTAL BENEFITS
Per hour
Millwright $53.16
OVERTIME PAY
See(B, E,Q)on OVERTIME PAGE
HOLIDAY
Paid- See(18,19)on HOLIDAY PAGE.
Overtime See(5,6,8,11,13,18,19,25)on HOLIDAY PAGE.
REGISTERED APPRENTICES
Wages per hour:
One(1)year terms:
1st 2nd. 3rd. 4th.
$28.33 $3348 $38.63 $48.93
Supplemental benefits per hour:
One(1)year terms:
1 St 2nd 3rd. 4th
$3423 $37.83 $4208 $48.64
8-7401
Carpenter 04/01/2019
JOB DESCRIPTION Carpenter DISTRICT 8
ENTIRE COUNTIES
Bronx, Kings, Nassau,New York,Queens, Richmond, Suffolk,Westchester
WAGES
Per Hour.
07/01/2018
Timberman $49.10
SUPPLEMENTAL BENEFITS
Per Hour:
07/01/2018
$4992
OVERTIME PAY
See(B, E, E2,Q)on OVERTIME PAGE
HOLIDAY
Paid: See(1)on HOLIDAY PAGE
Page 35
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770 Suffolk County
Paid for 1st&2nd yr.
Apprentices See(5,6,11,13,25)
Overtime: See(5,6,11,13,25)on HOLIDAY PAGE.
REGISTERED APPRENTICES
Wages per hour
One(1 )year terms:
1st 2nd 3rd 4th
$19.64 $24.55 $31.92 $39.28
Supplemental benefits per hour
All terms $33.14
8-1556 Tm
Carpenter 04101/2019
JOB DESCRIPTION Carpenter DISTRICT 8
ENTIRE COUNTIES
Bronx, Kings, Nassau, New York,Queens, Richmond, Rockland,Westchester
PARTIAL COUNTIES _
Orange. South of but including the following,Waterloo Mills, Slate Hill, New Hampton,Goshen, Blooming Grove, Mountainville,east to the
Hudson River.
Putnam: South of but including the following, Cold Spring,TompkinsCorner,Mahopac, Croton Falls,east to Connecticut border.
Suffolk- West of Port Jefferson and Patchogue Road to Route 112 to the Atlantic Ocean
WAGES
Per hour. 07/01/2018
Core Drilling:
Driller $39.69
Driller Helper 31.62
Note: Hazardous Waste Pay Differential:
For Level C, an additional 10%above wage rate per hour
For Level B,an additional 10%above wage rate per hour
For Level A,an additional 10%above wage rate per hour
Note When required to work on water.an additional$0.50 per hour.
SUPPLEMENTAL BENEFITS
Per hour: 07/01/2018
Driller and Helper $25.45
OVERTIME PAY
OVERTIME: See(B,E,K*,P,R**)on OVERTIME PAGE.
HOLIDAY
Paid, See(5,6)on HOLIDAY PAGE
Overtime: *'See(5,6)on HOLIDAY PAGE.
**See(8,10,11,13)on HOLIDAY PAGE.
8-1536-CoreDriller
Carpenter-Building/Heavy&Highway 04/01/2019
JOB DESCRIPTION Carpenter-Building/Heavy&Highway DISTRICT 4
ENTIRE COUNTIES
Nassau,Suffolk
WAGES
Per Hour. 07/01/2018
Carpenter
(Building) $49 38
Carpenter
(Heavy Highway) $49 38
"NOTE"ADD 15%to straight time hourly wage for NEW YORK STATE D.O T and other GOVERMENTAL MANDATED Off-Shift Work.
Page 36
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770 Suffolk County
Four(4),ten(10)hour days may be worked at straight time during a week, Monday thru Thursday,with one-half(1/2)hour allowed for a
lunch period.
NOTE-In order to use the'4 Day/10 Hour Work schedule',as your normal schedule,you must submit an'Employer Registration for Use of 4
Day/10 Hour Work Schedule,'form PW30.1;and there must be a dispensation of hours in place on the project. If the PW30.1 is not
submitted you may be liable for overtime payments for work over 8 hours per day.
SUPPLEMENTAL BENEFITS
Per Hour:
Both Carpenter
Categories $32 11
OVERTIME PAY
See(B, E,Q)on OVERTIME PAGE
HOLIDAY
Paid: See(1)on HOLIDAY PAGE
Overtime: See(5,6, 16,25)on HOLIDAY PAGE
REGISTERED APPRENTICES
One(1)Year Terms at the following:
Per Hour-
1 st 2nd 3rd 4th
$23.73 $27 86 $29.93 $34 06
Supplemental Benefits
Per Hour:
All Terms: $18.10
4-Reg Council Nass/Buff
Electrician 04/01/2019
JOB DESCRIPTION Electrician DISTRICT 4
ENTIRE COUNTIES
Nassau,Suffolk
WAGES
Per Hour: 07/01/2018 03/30/2019
Electrician
Electrical Maintenance $43 20 $43.70
Traffic Signal $44.10 $44.60
"PLEASE NOTE"
Applicable to"EXISTING ELECTRICAL SYSTEMS"including,but not limited to TRAFFIC SIGNALS&STREET LIGHTING. Not used for
addons.
Four(4),ten(10)hour days may be worked at straight time during a week, Monday thru Thursday,with one-half(1/2)hour allowed for a
lunch period
NOTE-In order to use the'4 Day/10 Hour Work schedule',as your normal schedule,you must submit an'Employer Registration for Use of 4
Day/10 Hour Work Schedule,'form PW30.1,and there must be a dispensation of hours in place on the project. If the PW30.1 is not
submitted you may be liable for overtime payments for work over 8 hours per day
SUPPLEMENTAL BENEFITS
Per Hour.
Electrician 12%of Hourly 12%of Hourly
Wage Paid+$17.61 Wage Paid+$18 37
NOTE."Hourly Wage Paid"shall include any and all premium(s)pay
OVERTIME PAY
See(B, E2,K, P)on OVERTIME PAGE
HOLIDAY
Paid- See(1)on HOLIDAY PAGE
Overtime: See(5,6, 15, 16,25)on HOLIDAY PAGE
REGISTERED APPRENTICES
Page 37
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770 Suffolk County
One(1)Year Term(s)at the following Percentage
of Journeyman(s)Wage
1st 2nd 3rd 4th 5th 6th
40% 50% 60% 70% 80% 90%
Supplemental Benefits-
07/01/2018 03/30/2019
1 st 3%+$350 3% +$3.50
2nd 8%+$404 8% +$404
3rd 9%+$5.05 9% +$505
4th 10%+$681 10%+$681
5th 11%+$1076 11%+$10.76
6th 12%+$13.86 12%+$1386
NOTE Percentages are on"Hourly Wage Paid"
NOTE:"Hourly Wage Paid"shall include any and all premium(s)pay
4-25m
Electrician 04/01/2019
JOB DESCRIPTION Electrician DISTRICT 4
ENTIRE COUNTIES
Nassau,Suffolk
WAGES
Per Hour. 07/01/2018
Tree Trimmer/Remover
Line Clearance Specialist $32 72
Groundman" $1963
These rates apply to all tree trimming/removal contracts including but not limited to"Electrical Line Clearance"P'Long Island Railroad Right of
Ways"
All tree removal for heavy highway or budding construction contracts MUST use Heavy Highway Laborer and Operating Engineer
classifications.
"Note-Groundman is not to exceed 20%of the total company workforce
SUPPLEMENTAL BENEFITS
Per Hour. 07/01/2018
Tree Trimmer/Remover 19 75%of Hourly
Line Clearance Specialist Wage Paid+
and Groundman $982
NOTE:"Hourly Wage Paid"shall include any and all premium(s)paid
OVERTIME PAY
See(B, E, P, S)on OVERTIME PAGE
HOLIDAY
Paid- See(5,6, 8, 16,23,24,25,26)on HOLIDAY PAGE
Overtime: See(5,6, 8, 16,23,24,25,26)on HOLIDAY PAGE
4-1049/Tree
Electrician 04/01/2019
JOB DESCRIPTION Electrician DISTRICT 4
ENTIRE COUNTIES
Nassau, Suffolk
WAGES
Per Hour 07/01/2018 10/27/2018
Electrician/Wireman $51 75 $52.00
Page 38
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770 Suffolk County
HVAC Controls 51.75 52.00
Fire Alarms 51.75 5200
SUPPLEMENTAL BENEFITS
Per Hour 07/01/2018 10/27/2018
Electraan/Wireman 16%of Hourly 16%of Hourly `
(all catagones) Wage Paid +$25 26 Wage Paid+$25 83
NOTE-"Hourly Wage Paid"shall include any and all premium[s]
OVERTIME PAY
See(B, E, E2,Q)on OVERTIME PAGE
HOLIDAY
Paid: See(1)on HOLIDAY PAGE
Overtime: See(5,6, 15, 16,25)on HOLIDAY PAGE
REGISTERED APPRENTICES
One(1)Year Terms at the following Percetage of Journeyman(s)Wage:
1st 2nd 3rd 4th 5th 6th
35% 35% 40% 45% 60% 75%
Supplemental Benefits Per Hour'
07/01/2018 10/27/2018
1st 3%+$271 3%+$2.71
2nd 8%+$468 8%+$4.68
3rd 9%+$585 ''°9%+$5.85
4th 10%+$7.99 10%+$7.99
5th 13%+$1082 13%+$10.82
6th 14%+$17.08 14%+$17.08
NOTE. Percentages are on"Hourly Wage Paid"
NOTE-"Hourly Wage Paid"shall,include any and all premium(s)
4-25
Electrician 04101/2019
JOB DESCRIPTION Electrician DISTRICT 4
ENTIRE COUNTIES
Nassau,Suffolk
WAGES
Per Hour- 07/01/2018
Electrician
Pump&Tank $41'.65
SUPPLEMENTAL BENEFITS
Per Hour
Electrician
Pump&Tank 65.25%
' of*Wage
Paid
*Wage Paid includes any and all Premiums
OVERTIME PAY
See(B, E, Q)on OVERTIME PAGE
- HOLIDAY
Paid. See(1)on HOLIDAY PAGE
Overtime. See(5,6,,16,25)on HOLIDAY PAGE
REGISTERED APPRENTICES
1 Year Terms at the Following.
Per Hour.
Page 39
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770 Suffolk County
1st Term $1250
2nd Term $14.58
3rd Term $16.66
4th Term $ 18 74
5th Term $24.99
6th Term $29.16
SUPPLEMENTAL BENEFITS
Per Hour.
All Terms 6525%
of*Wage
Paid
*Wage Paid includes any and all Premiums
4-25 Pump&Tank
Electrician 04/01/2019
JOB DESCRIPTION Electrician DISTRICT 4
ENTIRE COUNTIES
Nassau,Suffolk
WAGES
Per Hour 07/01/2018 04/27/2019
Telephone and
Intergrated Tele-Data
System Electrician $37 48 $37 83
This rate classification applies to ALL Voice, Data&Video work.: Excluding Fire Alarm Systems and Energy Managment Systems(HVAC
Controls), in those cases the regular Electrician rate applies.To ensure proper use of this rate please call Nassau Offices at(516)228-3912
or Suffolk Offices at(631)687-4882
SUPPLEMENTAL BENEFITS
Per Hour
Tele-Data
Electrican 16% of 16%of
Hourly Wage Hourly Wage
Paid+$18.49 Paid+$19 01
NOTE:"Hourly Wage Paid"shall include any and all premium(s)pay
OVERTIME PAY
See(B, E, E2,Q)on OVERTIME PAGE
HOLIDAY
Paid See(1)on HOLIDAY PAGE
Overtime See(5,6, 15, 16,25)on HOLIDAY PAGE
4-25tela
Electrician Lineman 04/01/2019
JOB DESCRIPTION Electrician Lineman DISTRICT 4
ENTIRE COUNTIES
Nassau, Queens,Suffolk
WAGES
For Utility Distribution&Transmission Line Construction'
Per Hour 07/01/2018 04/01/2019
Lineman/Splicer $55 60 $57 41
Material Man 4837 4995
Heavy Equip.Operator 44.48 45.93
Groundman 3336 3445
Flagman , 2502 2583
For Natural Gasline Construction.
Per Hour. 07/01/2018 06/01/2019
Journeyman U G.Mech. $46 99 $4852
Page 40
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770 Suffolk County
Four(4),ten(10)hour days may be worked at straight time during a week, Monday thru Thursday.
NOTE-In order to use the'4 Day/10 Hour Work schedule',as your normal schedule,you must submit an'Employer Registration for Use of 4
Day/10 Hour Work Schedule,'form PW30.1', and there must be a dispensation of hours in place on the project.If the PW30.1 is not
submitted you may be liable for overtime payments for work over 8 hours per day.
SUPPLEMENTAL BENEFITS
Per Hour.
Utility Distribution&Transmission Line Construction:
07/01/2018 04/01/2019
All Classifications 32%of Hourly 32%of Hourly
Wage Paid+ Wage Paid+
$12 43 $13.09
NOTE:"Hourly Wage Paid"shall include any and all premium(s)pay
Natural Gaslme Construction:
Per Hour 07/01/2018 06/01/2019
Journeyman U.G.Mech 26 0%of Hourly 27%of Hourly
Wage Paid+ Wage Paid+
$12.62 $13.28
OVERTIME PAY
See(B, E,Q)on OVERTIME PAGE
OVERTIME for Natural Gas Mechanic(B,G,P)
HOLIDAY
Paid- See(1)on HOLIDAY PAGE
Overtime See(5,6,8, 16,23,25,26)on HOLIDAY PAGE
Same as Above for Natural Gas Mechanic
REGISTERED APPRENTICES
1000 hour Terms at the following Percentage of Journeyman's Wage.
(Lineman Only)
1st 2nd 3rd 4th 5th 6th- 7th -
60% 65% 70% 75% 80% 85% 90%
SUPPLEMENTAL BENEFIT: 07/01/2018 04/01/2019
All Terms 31%of Hourly 31%of Hourly
Wage Paid+ Wage Paid+
$12.43 $1309
4-1049 Line/Gas
Elevator Constructor 04/0.112019
JOB DESCRIPTION Elevator Constructor DISTRICT 4
ENTIRE COUNTIES
Bronx, Kings, Nassau,New York,Queens, Richmond, Suffolk
PARTIAL COUNTIES
Rockland: Entire County except for the Township of Stony Point.
Westchester Entire County except for the Townships of Bedford, Lewisboro,Cortland, Mt.Kisco, North Salem, Pound Ridge,Somers and
Yorktown.
WAGES
Per hour.
07/01/2018
Elevator Constructor $64 48
Modernization&
Service/Repair 50.49
SUPPLEMENTAL BENEFITS
Per Hour:
Elevator Constructor $39 922
Page 41
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770 Suffolk County
Modernization& 38.966
Service/Repair
OVERTIME PAY
Constructor See(D, M,T)on OVERTIME PAGE
Modern./Service See(B, F, S)on OVERTIME PAGE.
HOLIDAY
Paid: See(5,6,8, 11, 15, 16,25)on HOLIDAY PAGE
Overtime: See(5,6, 8, 11, 15, 16,25)on HOLIDAY PAGE
REGISTERED APPRENTICES
WAGES PER HOUR.
*Note.1 st Term is based on Average wage of Constructor&Modernization
Terms 2 thru 4 Based on Journeyman's wage of classification Working in
1 YEAR TERMS:
1 st Term* 2nd Term 3rd Term 4th Term
50% 55% 65% 75%
SUPPLEMENTAL BENEFITS _
Elevator Constructor
1 st Term $32 04
2nd Term 3280
3rd Term 34 038
4th Term 35.277
Modernization&
Service/Repair I
1 at Term $31.965
2nd Term 32 406
3rd Term 33 578
4th Term 34 745
,4-1
Glazier 04/01/2019
JOB DESCRIPTION Glazier DISTRICT 8
ENTIRE COUNTIES
Bronx, Dutchess, Kings, Nassau, New York,Orange, Putnam,Queens, Richmond, Rockland,Suffolk,Sullivan, Ulster, Westchester
WAGES
Per hour 7/01/2018 11/01/2018 5/01/2019
Glazier $54.75 $55.25 +additional
*Scaffolding 55.75 56.25 $ 125
Glass Tinting& 28.16 28.16
Window Film
**Repair&Maintenance 2816 28.16
*Scaffolding includes swing scaffold, mechanical equipment,scissor jacks, man lifts, booms&buckets 24'or more, but not pipe scaffolding.
**Repair&Maintenance-All repair&maintenance work on a particular building,whenever performed,where the total cumulative contract
value is under$100,000 All Glass tinting,window film,regardless of material or intended use,and all affixing of decals to windows or glass.
SUPPLEMENTAL BENEFITS
Per hour: 7/01/2018 11/01/2018
Journeyworker $32 39 $33.14
Glass tinting& 1864 18.64
Window Film
Repair&Maintenance 1864 18.64
OVERTIME PAY
See(C*,D*E2,O)on OVERTIME PAGE (Premium is applied to the respective base wage only)
Page 42
Prevailing Wage Rates for 07/01/2018=06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 012019 PRC Number 2019004770 Suffolk County
*If an optional 8th hour is required to complete the entire project,the same shall be paid at the regular rate of pay If a 9th hour is worked,
then both hours or more(8th&9th or more)will be paid at double time rate of pay.
For'Repair&Maintenance'see(B,B2, F, P)on overtime page
HOLIDAY
Paid- See(1)on HOLIDAY PAGE "
Overtime- See(4,6, 16,25)on HOLIDAY PAGE
For'Repair&Maintenance'see(5,6, 16,25)
REGISTERED APPRENTICES
.Wage per hour-
(1)
our(1)year terms at the following wage rates.
7/01/2018 11/01/2018 5/0112019
1st term $ 18.54 $ 18 94 TBD
2nd term 2684 27.09
3rd term 3245 32.75
4th term 43.57 43.97
Supplemental Benefits.
(Per hour)
1 st term $ 15 76 $ 15 86
2nd term 21.61 21 99 '
3rd term 23.81 24.26
4th term 27.96 28 56
8-1281 (DC9 NYC)
Insulator-Heat&Frost 04101/2019
JOB DESCRIPTION Insulator-Heat&Frost DISTRICT 4
'ENTIRE COUNTIES
Bronx, Kings, Nassau, New York,Queens, Richmond, Suffolk
WAGES
Per Hour. 07/01/2018 01/01/2019
Insulators
Heat&Frost $67 11 $67 86
SUPPLEMENTAL BENEFITS
Per Hour:
Insulators $33 56 $34 06
Heat&Frost
OVERTIME PAY
See(*C,**O,V)on OVERTIME PAGE
*8th Hour paid at time and one half
**Triple time for Labor Day(If worked)
HOLIDAY
Paid: See(1)on HOLIDAY PAGE
Overtime: See(5,6, 11, 15, 16,25,26)on HOLIDAY PAGE
REGISTERED APPRENTICES
Wages
1 year terms Per Hour.
Hired prior to 8/21/2017
1 st 2nd 3rd 4th
7/1/2018 $2684 $33.55 $4027 $50.33
1/1/2019 $2714 $33.93 $4072 $5090
Hired after 8/21/2017
7/1/2018 $2349 $3020 $36.91 $4362
1/1/2019 $23.75 $3054 $3732 $4411
Supplemental Benefits
Hired prior to 8/21/2017 `
Page 43
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770 Suffolk County
7/1/2018 $13.42 $16.78 $2014 $2517
1/1/2019 $13.62 $17.03 $2044 $25.55
Hired after 8/21/2017
7/1/2018 $1175 $1510 $18.45 $21.81
1/1/2019 $1192 $15.33 $1873 $22.14
4-12
Ironworker 04/01%2019
JOB DESCRIPTION Ironworker DISTRICT 9
ENTIRE COUNTIES
Bronx, Kings, Nassau, New York,Queens, Richmond,Suffolk,Westchester
WAGES
Per Hour. 07/01/2018
Ironworker Rigger $62.84
Ironworker Stone
Derrickman $62 84
SUPPLEMENTAL BENEFITS
Per hour, $39 79
OVERTIME PAY
See(B, D1,*E, Q,**V)on OVERTIME PAGE
*Time and one-half shall be paid for all work on Saturday up to eight(8)hours and double time shall be paid for all work thereafter
**Benefits same premium as wages on Holidays only
HOLIDAY
Paid: See(18)on HOLIDAY PAGE
Overtime: See(5,6, 8,25)on HOLIDAY PAGE
*Work stops at schedule lunch break with full day's pay
REGISTERED APPRENTICES
Wage per hour:
1/2 year terms at the following hourly wage rate:
- 1st 2nd 3rd 4th 5th 6th
07/01/2018 $3142 $3142 $4454 $43.07 $54.41 $5441
Supplemental benefits:
Per hour: $19.97 $19.97 $30.02 $30.02 $30.02 $30.02
9-197D/R
Ironworker 0410112019
JOB DESCRIPTION Ironworker DISTRICT 4
ENTIRE COUNTIES
Bronx, Kings, Nassau, New York, Queens, Richmond,Suffolk,Westchester
WAGES
Per Hour. 07/01/2018 01/01/2019
Ornamental $4465 $1 25/hr
Chain Link Fence 44.65 to be Allocated
Guide Rail 44.65
SUPPLEMENTAL BENEFITS
Per hour.
Journeyworker $-54.05
OVERTIME PAY
See(B, B1, E2, Q,V)on OVERTIME PAGE
HOLIDAY
Paid. See(1)on HOLIDAY PAGE
Overtime See(5,6,25)on HOLIDAY PAGE
REGISTERED APPRENTICES
1st term represents first 1-10 months,thereafter(1/2)year terms at the following percentage of Journeyman's wage
Page 44
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770 Suffolk County
1 st 2nd 3rd 4th 5th
50% 55% 60% 70% 80%
Supplemental Benefits per hour:
1 st Term $41 37
2nd Term 4267
3rd Term 4391
4th Term 4644
5th Term 4898
4-580-Or
Ironworker 04/01/2019
JOB DESCRIPTION Ironworker DISTRICT 4
ENTIRE COUNTIES
Bronx,Kings, Nassau, New York,Queens, Richmond,Suffolk,Westchester ,
WAGES
PER HOUR
07/01/2018 01/01/2019 07/01/2019
Ironworker Additional
Structural $50.70 $51 05 $1.93/Hr.
Bridges to be allocated
Machinery
SUPPLEMENTAL BENEFITS
PER HOUR
Journeyman $73.93 $77 40
OVERTIME PAY
See(B, B1,Q)on OVERTIME PAGE
HOLIDAY
Paid' See(1)on HOLIDAY PAGE
Overtime. See(5,6, 18, 19)on HOLIDAY PAGE
REGISTERED APPRENTICES
WAGES PER HOUR: `
6 month terms at the following rate'
1st $26.44 $22.62
2nd 27.04 2722
3rd-6th 27.65 2783
Supplemental Benefits
PER HOUR:
All Terms 5268 53.60
4-40/361-Str
Ironworker 04/01/2019
JOB DESCRIPTION Ironworker DISTRICT 4
ENTIRE COUNTIES
Bronx, Kings, Nassau,New York,,Queens, Richmond, Suffolk,Westchester
PARTIAL COUNTIES
Rockland. Southern section-south of Convent Road and east of Blue Hills Road
WAGES
Per hour: 07/01/2018 07/01/2019
Reinforcing& $2 00/Hr
Metal Lathing $56 28 to be Allocated
"Basic"Wage $54 65**
**Overtime to be calculated on'Basic"wage
SUPPLEMENTAL BENEFITS
Page 45
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770 Suffolk County
Per hour
Reinforcing& $35.30
Metal Lathing
OVERTIME PAY
See(B, E,Q,*X)on OVERTIME PAGE
*Only$22.00 per Hour for non worked hours
HOLIDAY
Paid- See(1)on HOLIDAY PAGE
Overtime. See(5,6, 11, 13, 18, 19,25)on HOLIDAY PAGE
REGISTERED APPRENTICES
(1)year terms at the following wage rates
Wages Per Hour:
1st term 2nd term 3rd term 4th Term
$26 38 $30 38 $35.38 $37 38
SUPPLEMENTAL BENIFITS
Per Hour
1st term 2nd term 3rd term 4th Term
$ 1537 $ 1737 $1933 $2033
4-46Remf
Laborer-Building 04/01/2019
JOB DESCRIPTION Laborer-Building DISTRICT 4
ENTIRE COUNTIES
Nassau, Suffolk
WAGES
WAGES
Per Hour. 07/01/2018
Budding Laborer $39 40
Asbestos Abatement Workers 36.00
(Re-Roofing Removal see Roofer)
SUPPLEMENTAL BENEFITS
Per Hour
Budding Laborer $29 56
Asbestoes Abatment Worker 1645
OVERTIME PAY
See(B, E, Q)on OVERTIME PAGE
See also(H)for Fire Watch on OVERTIME PAGE
Asbestos Worker See(B, H)
HOLIDAY
Paid See(1)on HOLIDAY PAGE
Overtime: See(5,6,25)on HOLIDAY PAGE
Asbestos Worker see(5,6,8&28)
REGISTERED APPRENTICES
Regular Hours Work Terms
Term#1 1 hr to 1000hrs
Term#2 1001 hrs to 2000hrs
Term#3 2001 hrs to 3000hrs
Term#4 3001 hrs to 4000hrs
Wages per hour
1 st Term $ 17.46
2nd Term 2055
3rd Term 2543
4th Term 3041
Benifits per hour
1 st Term $ 19 65
Page 46
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770 Suffolk County
2nd Term 2244
3rd Term 2244
4th Term 2244
' 4-66 '
Laborer-Heaw&Highway 04/01/2019
JOB DESCRIPTION Laborer-Heavy&Highway DISTRICT 4
ENTIRE COUNTIES
Nassau,Suffolk
WAGES
Laborer(Heavy/Highway)-
GROUP
Heavy/Highway)GROUP#1:Asphalt Rakers, Concrete Curb Formsetters.
GROUP#2 Asphalt Shovelers, Roller Boys and Tampers.
GROUP#3 Basic Laborer, Power Tool(Jackhammer), Landscape Construction,Traffic Control Personnel(flaggers)
WAGES PER HOUR: •
07/01/2018 06/01/2019
GROUP#1
Total Wage Paid $51.43 Additional
"Base Wage" 4468 $245
GROUP#2
Total Wage Paid $,5011 Additional
"Base Wage" 43.36 $245
GROUP#3
Total Wage Paid $4610 Additional
"Base Wage" -3935 $229
NOTE."Base Wage"for Premium/Overtime calculation Only. $6.75 is difference between"Base"and"Total"
SUPPLEMENTAL BENEFITS
Per Hour.
ALL GROUPS $29 87
After Forty(40)paid hours in a work week
OVERTIME PAY $ 18 74
OVERTIME PAY
OVERTIME PAY
See(B, E2, F)on OVERTIME PAGE
NOTES: Premium/Overtime Pay to be calculated on"Base Wage"ONLY
Example Group#3:$39.35 X Time and One Half=$59 02+$6.75=$65 77
Premium Pay of 30%of base wage for all Straight time hours on all New York State, D O T.,and other Goverment Mandated Off-Shift Work.
Hazardous Material Work add an Additional 100%of base wage
HOLIDAY
HOLIDAY
Paid. See(1)on HOLIDAY PAGE
Overtime.See(1)on HOLIDAY PAGE '
REGISTERED APPRENTICES
1000 hour(s)Terms at the following Pecentage of the"Base Wage"except
4th Term calculate at Total Wage Paid.
1st 0-1000/Hrs 60%
2nd 1001-2000/Hrs. 70%
3rd 2001-3000/Hrs. 80%
4th 3001-4000/Hrs. 90%
Supplemental Benefits per hour:
All APPRENTICES $29 87
After Forty(40)paid hours in a work Week
$ 18.74
4-1298
Page 47
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 012019 PRC Number 2019004770 Suffolk County
Mason 04/01/2019
JOB DESCRIPTION Mason DISTRICT 4
ENTIRE COUNTIES
Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk
WAGES
Per Hour: 07/01/2018
Brick/Blocklayer $61.12
SUPPLEMENTAL BENEFITS
Per Hour.
Brick/Block Layer $27.30
OVERTIME PAY
See(A, E, E2, Q)on OVERTIME PAGE
HOLIDAY
Paid See(1)on HOLIDAY PAGE
Overtime- See(5,6,25)on HOLIDAY PAGE
REGISTERED APPRENTICES
(800 hour)Terms at the following Percentage of Journeyworkers Wage
1st 2nd 3rd 4th 5th
50% 60% 70% 80% 90%
Supplemental Benefits per hour:
All Apprentices $ 16 90
4-1 Brk
Mason-Building 04/01/2019
JOB DESCRIPTION Mason-Budding DISTRICT 9
ENTIRE COUNTIES
Nassau, Rockland,Suffolk,Westchester
WAGES
Per hour 07/01/2018
Tile Setters $56.13
SUPPLEMENTAL BENEFITS
Per Hour
$33 29
OVERTIME PAY
See(B, E,Q,V)on OVERTIME PAGE
*This portion of benefits subject to same premium rate as shown for overtime wages
Work beyond 10 hours on Saturday shall be paid at double the hourly wage rate.
HOLIDAY
Paid: See(1)on HOLIDAY PAGE
Overtime: See(5,6, 11, 15, 16,25)on HOLIDAY PAGE
REGISTERED APPRENTICES
Wage per hour-
Tile Setters:
(750 hour)term at the following wage rate:
Term-
1 st 2nd 3rd 4th 5th 6th 7th 8th
1- 751- 1501- 2251- 3001- 3751- 4501- 5251
750 1500 2250 3000 3750 4500 5250 6000
$29.13 $3357 $3669 $4013 $43.77 $47.22 $5015 $5393
Supplemental Benefits per hour:
1 st 2nd 3rd 4th 5th 6th 7th 8th
Page 48
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 012019 PRC Number 2019004770 Suffolk County
$ 15.70 $1575 $ 17.70 $ 18 15 $18.98 $20 03 $21 57 $2676
9-7/52A '
Mason-Buildinct 04/01/2019
JOB DESCRIPTION Mason-Budding DISTRICT 9
ENTIRE COUNTIES
Bronx, Kings, Nassau,New York,Queens, Richmond, Suffolk,Westchester
WAGES
Building:
07/01/2018
Wages per hour.
Mosaic&Terrazzo Mechanic $52 46
Mosaic&Terrazzo Finisher 15086
SUPPLEMENTAL BENEFITS
Per hour:
Mosaic&Terrazzo Mechanic $34 06
Mosaic&Terrazzo Finisher $34 04
OVERTIME PAY
See(A,*E,Q)on OVERTIME PAGE
HOLIDAY
Paid` See(1)on HOLIDAY PAGE
Overtime- See(5,6,8, 11, 15, 16,25)on HOLIDAY PAGE
Easter Sunday is an observed holiday.Holidays falling on a Saturday will be observed on that Saturday. Holidays falling on a Sunday will be
celebrated on the Monday
REGISTERED APPRENTICES
Wages per hour
(750 Hour)terms at the following wage rate
1 st 2nd 3rd 4th 5th 6th 7th 8th -
07/01/2018 $26 23 $28.85 $31 48 $34.10 $36 72 $39 35 $44 59 $49.84
Supplemental benefits per hour.
07/01/2018 $ 17.05 $ 1814 $20 43 $22 15 $23 85 $25 55 $28.96 $32 37
9-7/3
Mason-Building 04101i2019
JOB DESCRIPTION Mason-Building DISTRICT 9
ENTIRE COUNTIES
Bronx, Kings, Nassau, New York,Queens, Richmond, Suffolk,Westchester
WAGES
Per hour` 07/01/2018
Budding-Marble Restoration'
Marble,Stone& $40.99
Terrazzo Polisher,etc
SUPPLEMENTAL BENEFITS
Per Hour:
Journeyworker`
Budding-Marble Restoration
Marble,Stone&
Polisher $26.59
OVERTIME PAY
See(B,*E, Q,V)on OVERTIME PAGE
*ON SATURDAYS, 8TH HOUR AND SUCCESSIVE HOURS PAID AT DOUBLE HOURLY RATE.
HOLIDAY
Paid See(1)on HOLIDAY PAGE
Overtime: See(5,6,8, 11, 15,25)on HOLIDAY PAGE
1 ST TERM APPRENTICE GETS PAID FOR ALL OBSERVED'HOLIDAYS.
Page 49
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770 Suffolk County
REGISTERED APPRENTICES
WAGES per hour
2701 hour term at thelollowing wage
1 st 2nd 3rd 4th
1- 901- 1801- 2701
900 1800 2700
07/01/2018
$28.63 $3275 $36.87 $40.99
Supplemental Benefits Per Hour.
07/01/2018
$24 24 $25.02 $25.81 $26.59
9-7/24-MP
Mason-Building 04/01/2019
JOB DESCRIPTION Mason-Building DISTRICT 9
ENTIRE COUNTIES
Bronx, Dutchess, Kings, Nassau, New York,Orange, Putnam, Queens, Richmond, Rockland,Suffolk, Sullivan, Ulster,Westchester
WAGES
Wages: 07/01/2018
i
Marble Cutters&Setters $58.63 1
SUPPLEMENTAL BENEFITS
Per Hour:
Journeyworker $36.12
OVERTIME PAY
See(B, E, Q,V)on OVERTIME PAGE
HOLIDAY
Paid: See(1)on HOLIDAY PAGE
Overtime See(5,6,8, 11, 15, 16,25)on HOLIDAY PAGE
REGISTERED APPRENTICES
Wage Per Hour:
7500 hour terms at the following wage
1 st 2nd 3rd 4th 5th 6th 7th 8th 9th 10th
1- 751- 1501- 2251- 3001- 3751- 4501- 5251- 6001- 6751-
750 1500 2250 3000 3750 4500 5250 6000 6751 7500
07/01/2018
$2334 $26.29 $29.22 - $32.16 $3511 $38 05 $4098 $43.93 $49.82 $5568
Supplemental Benefits per hour-
1 st 2nd 3rd 4th 5th 6th 7th 8th 9th 10th
$2569 $2655 $2744 $2830 $29.16 $3003 $3091 $31.77 $33.50 $35.26
9-7/4
Mason-Building 04/01/2019
JOB DESCRIPTION Mason-Building DISTRICT 9
ENTIRE COUNTIES
Nassau, Rockland,Suffolk,Westchester
WAGES
Per hour- 07/01/2018
Tile Finisher $43 36
SUPPLEMENTAL BENEFITS
Per Hour
Page 50
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770 Suffolk County
$28 99
OVERTIME PAY
See(B, E, Q,*V)on OVERTIME PAGE
Work beyond 10 hours on a Saturday shall be paid at double the hourly wage rate
HOLIDAY
Paid See(1)on HOLIDAY PAGE
Overtime. See(5, 6, 11, 15, 16,25)on HOLIDAY PAGE
9-7/88A-tf
Mason-Building 04101/2019
JOB DESCRIPTION Mason-Building DISTRICT 9
ENTIRE COUNTIES
Bronx, Kings, Nassau, New York,Queens, Richmond,Suffolk,Westchester
WAGES
Per hour. 07/01/2018
Marble, Stone,etc.
Maintenance Finishers. $22.77
Note 1:An additional$2.00 per hour
for time spent grinding floor using
"60 grit"and below
Note 2 Flaming equipment operator
shall be paid an additional$25.00 per day.
SUPPLEMENTAL BENEFITS
Per Hour.
Marble,Stone, etc
Maintenance Finishers: $ 13 24
OVERTIME PAY
See(B,*E, Q,V)on OVERTIME PAGE
*Double hourly rate after 8 hours on Saturday
HOLIDAY
Paid. See(5,6, 8, 11, 15, 25)on HOLIDAY PAGE
Overtime. See(5,6, 8, 11, 15, 25)on HOLIDAY PAGE
1st term apprentice gets paid for all observed holidays.
REGISTERED APPRENTICES
WAGES per hour.
(750 hour)terms at the 07/01/2018
following percentage
of journeyman"s wage
rate.
1st term $15.90
2nd term $1682
3rd term $17.73
4th term $1865
5th term $2002
6th term $21.85
7th term $22.77
Supplemental Benefits:
Per hour.
1 st term $ 13.14
2nd term $ 13 15
3rd term $ 13.17
4th term $ 1318
5th term $ 1320
6th term $13 20
7th term $ 13.24
9-7/24M-MF
Page 51
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 012019 PRC Number 2019004770 Suffolk County
Mason-Building/Heavy&Highway 04/01/2019
JOB DESCRIPTION Mason-Budding/Heavy&Highway DISTRICT 9
ENTIRE COUNTIES
Bronx, Kings, Nassau, New York,Queens, Richmond,Suffolk,Westchester
WAGES
Per hour 07/01/2018
Marble-Finisher $46.76
SUPPLEMENTAL BENEFITS
Journeyworker:
per hour
Marble-Finisher $33 93
OVERTIME PAY
See(B, E, Q,V)on OVERTIME PAGE
HOLIDAY j
Overtime* See(5,6, 8, 11, 15, 16,25)on HOLIDAY PAGE
*Work beyond 8 hours on a Saturday shall be paid at double the rate.
**When an observed holiday falls on a Sunday, it will be observed the next day.
9-7/20-MF
Mason-Building/Heavy&Highway 04/01/2019
JOB DESCRIPTION Mason-Building/Heavy&Highway DISTRICT 4
ENTIRE COUNTIES
Bronx, Kings, Nassau, New York, Queens, Richmond,Suffolk _
WAGES
Per Hour: 07/01/2018
Cement Mason $51 97
SUPPLEMENTAL BENEFITS
Per Hour
Cement'Mason $33 71
Overtime Rate* $54 42
OVERTIME PAY
See(*B1, Q,V)on OVERTIME PAGE
*Applies to 9th and 10th hours and up to the 10th hour on Saturday
HOLIDAY
Paid- See(1)on HOLIDAY PAGE
Overtime See(5,6, 8, 11, 13,25)on HOLIDAY PAGE
REGISTERED APPRENTICES
(1 )year terms at the following Percentage of Journeyworkers Wage.
1 st Term 50%
2nd Term 60%
3rd Term 70%
Supplement Benefits per hour paid-
1 st Term $16 86 OT Rate$27.22
2nd Term $20.23 OT Rate$32.66
3rd Term $23.60 OT Rate$38.10
4-780
Mason-Building/Heavy&Highway 04/01/2019
JOB DESCRIPTION Mason-Budding/Heavy&Highway DISTRICT 4
ENTIRE COUNTIES
Bronx, Kings, Nassau, New York,Queens, Richmond,Suffolk
WAGES
Page 52 j
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770 Suffolk County
NOTE-Shall include but not limited to Precast concrete slabs(London Walks)Marble and Granite pavers 2'x 2'or larger.
Per Hour
07/01/2018
Stone Setter $64.42
Stone Tender $44.89
SUPPLEMENTAL BENEFITS
Per Hour:
Stone Setter $33 30
Stone Tender $19.40
OVERTIME PAY
See(*C,**E,Q)on OVERTIME PAGE
*On weekdays the eighth(8th)and ninth(9th)hours are time and one-half all work thereafter is paid at double the hourly rate.
**The first nine(9)hours on Saturday is paid at time and one-half all work thereafter is paid at double the hourly rate.
HOLIDAY
Paid. See(*18)on HOLIDAY PAGE
Overtime: See(5,6, 10)on HOLIDAY PAGE
Paid:*Must work first 1/2.
REGISTERED APPRENTICES
Per Hour.
Stone Setter(800 hour)terms at the following Percentage of Stone Setters wage rate per hour:
1st 2nd 3rd 4th 5th 6th
50% 60% 70% 80% 90% 100%
Supplemental Benefits: '
All Apprentices $20 44
4-1 Stn
Mason-Heavv&Highway 04/01/2019
JOB DESCRIPTION Mason-Heavy&Highway DISTRICT 4
ENTIRE COUNTIES
Bronx, Kings, Nassau, New York,Queens, Richmond,Suffolk
WAGES
Per Hour. 07/01/2018
Pointer,Caulkers& $53.67
Cleaners
SUPPLEMENTAL BENEFITS
Per Hour.
Pointer, Cleaners& $27.14
Caulkers
OVERTIME PAY
See(B, E2,H)on OVERTIME PAGE
HOLIDAY
Paid. See(1)on HOLIDAY PAGE
Overtime: See(5,6, 25,26)on HOLIDAY PAGE
REGISTERED APPRENTICES
Wages per hour:
One(1)year terms at the following wage rates.
1st 2nd 3rd 4th
$26.36 $29.42 $34.80 $41.93
Apprentices Supplemental Benefits:
(per hour paid)
$ 14.30 $18 24 $20 99 $21.99
Page 53
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770 Suffolk County
4-1 PCC
Operating Engineer-Building 04/01/2019
JOB DESCRIPTION Operating Engineer-Building DISTRICT 4
ENTIRE COUNTIES
Nassau, Suffolk
WAGES
BUILDING CATEGORIES:
CLASS"AA"CRANES
ABI Machine(150,000lbs and over or 149,999lbs and under when driving steel sheet piles),Crane,Truck Crane, Derrick, Dragline, Dredge,
Crawler Crane,Tower Crane&Pile Driver,Vertical Drill Rig (115,000lbs and over and 114,999lbs and under).
CLASS"A".
ABI Machine(149,999 and under used for augenng and drilling),Asphalt Spreader, Backhoe Crawler(360 swing), Barrier Machine, CAP(ice
machine), Cherrypicker CAP(over 70 tons), CMI or Maxim Spreader, Concrete Pump, Directional Boring, GradAll, Grader, Hydraulic
Cherrypicker/Crane(2seats), Hoist(3drum or multi platform), Laser Screed, Loading Machine(Bucket/CAP 10yrds or more), Milling Machine
(Large), Pipeline Welder, Plant Engineer, Power Winch(stone setting/structural steel), Powerhouse, Scoop Carry-All Scraper(in tandem),
Sideboom Tractor(includes tank work),Track Alignment Machine, Stone Spreader(self propelled), Striping Machine(long line/truck
mounted),Tree Grapple,Zamboni.
CLASS"B".
Backhoe(other than 360), Belt Screte, Boom Truck, Bulldozer, Boring Machine/Auger, Cherry Picker(under 70 Tons),Conveyor-Multi, Curb
Machine(asphalt or concrete), Dinky Locomotive, Drill Rig(dowels)Fork Lift, Hoist(2 Drum), Loading Machine&Front End Loader,
Mechanical Compactors(machine drawn), Mulch Machine(Machine Fed), Post Hole/Auger, Power Wmcher(Not Included in Class"A"),
Asphalt Roller, Hydraulic Pump with Boring Machine,Scoop, Carryall/Scaper, Skid Loader/Skid Steer/Bobcat,Trenching Machine,Vermeer
Cutter,Work Boat, Inspection/Safety Boat.
CLASS"C":
Concrete Finish/Saw/Spreader, Dirt Roller, Hoist(1 drum), Interior Hoist, Milling Machine(small), Oiler Truck Crane(pile work), Power
Broom,Vactor Truck,VacAll
CLASS"D".
Boiler(thermoplastic),Concrete Breaker,Conveyer, Curing Machine, Fork Lift or Walk Behind (power operated), Generator, Hydra Hammer,
Compactors(mechanical or hand operated), Maintenance Engineer(small equipment/well point/welding&burning), Mechanic(field man),
Micro-Trap with Compressor, Oiler(Truck Crane Boom 1 00f or more)Power Winch Truck Mounted (Stone Setter/Struct Steel), Pin Puller,
Portable Heaters, Power Buggies, Pump(double action diaphragm), Pump(4 inch or over), Pump(hydraulic/submersible)Jet Pump, Pulvi-
Mixer, Ridge Cutter, Shot Blaster.
CLASS"E".
Batching Plant, Compressor(structural steel/2 or more battery), Generator(small),Grinder, Ground Heater, Power Grinder, Mixer with Skip,
Mulching Machine(hand fed), Oiler, Pipeline Welder Helper, Power Washer, Pumps(up to 3 inch/single action 1 to 3 inches), Pump
(gypsum), Root Cutter, Stump Chipper,Track Tamper,Tractor(caterpillar or wheel),Trenching Machine(hand),Welding Machine(pile
work/structural steel), Deckhand on Work/Inspection/Safety Boat
07/01/2018
Class"AA" $75.40
Cranes Boom length over 100 feet add$ 1 00 per hour
150""$1 50""
250""$2.00""
350""$300""
Class"A" $62 53
Add$3.50 for Hazardous Waste Work
Class"B" $59 27
Add$2.50 for Hazardous Waste Work
Class"C" $57.09
Add$1 50 for Hazardous Waste Work
Class"D" $42 98
Add$1.00 for Hazardous Waste Work
Class"E" $41 03
Page 54
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 012019 PRC Number 2019004770 Suffolk County
SUPPLEMENTAL BENEFITS
Per Hour
All Classes $37 80
Overtime Rate 3235
OVERTIME PAY
See(D, O)on OVERTIME PAGE
HOLIDAY
Paid: See(5,6, 15, 16,25)on HOLIDAY PAGE
Overtime See(5, 6, 15,16,25)on HOLIDAY PAGE
"NOTE"Employee must be Employed day before
and day after Holiday to recieve Holiday Pay
REGISTERED APPRENTICES
One(1)Year Terms at the following Rate: -
1 st Term $21 94
2nd Term 22.80
3rd Term 23.48
Supplemental Benefits per hour,
All Apprentices $ 15 64
Overtime Rate 5.60
4-138
Operatina_Engineer-Building/Heavy&Highway 04101/2019
JOB DESCRIPTION Operating Engineer-Budding/Heavy&Highway DISTRICT 4
ENTIRE COUNTIES
Nassau,Suffolk
WAGES
Per Hour 07/01/2018 08/01/2018
Well Driller $36 07 $37.33
Well Driller
Helper $31 39 $32.49
Hazardous Waste Differential
Added to Hourly Wage:
Level A $3.00 $300
Level B 200 200
Level C 1.00 100
Monitoring Well Work
'Add to Hourly Wage
Level A $300 $3 00
Level B 200 2.00
SUPPLEMENTAL BENEFITS
Per Hour. 07/01/2018 08/01/2018
Well Driller 10%of straight '10%of straight
&Helper time rate plus$ 12 20 time rate plus$12 20
Additional$4 00 for Premium Time "
OVERTIME PAY
See(B, E,G, P)on OVERTIME PAGE
HOLIDAY
Paid See(5,6, 16,23)on HOLIDAY PAGE
Overtime: See(5,6, 16,23)on HOLIDAY PAGE
REGISTERED APPRENTICES
Apprentices at 12,Month Terms
Wages Per Hour 07/01/2018 08/01/2018
Page 55
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 012019 PRC Number 2019004770 Suffolk County
1 st Term $21.94 $21.94
2nd Term $22.80 $22.80
3rd Term $23.48 $2348
SUPPLEMENTAL BENIFITS
Per Hour
1 st Term 10%of Wage+$5.10
2nd Term 10%of Wage+$5.60
3rd Term 10%of Wage+$6.60
BENEFITS AT PREMIUM TIME
Per Hour:
1 st Term 10%of Wage+$5 85
2nd Term 10%of Wage+$6.60
3rd Term 10%of Wage+$8.10
4-138we11
Operating Engineer-HeavyMighway 04/01/2019
JOB DESCRIPTION Operating Engineer-Heavy&Highway DISTRICT 4
ENTIRE COUNTIES
Nassau, Suffolk
WAGES
HEAVY and HIGHWAY CATEGORIES
CLASS"AA"CRANES:
ABI Machine(150,000lbs and over),ABI Machine(149,000lbs and under driving steel sheets), Crane,Truck Crane, Derrick, Dragline,
Dredge, Crawler Crane,Tower Crane, Pile Driver.
CLASS"A":
ABI Machine(149,000lbs and under for Augenng or Drilling),Asphalt Spreader, Backhoe Crawler(360 Swing&over 150,000lbs), Backhoe
Crawler(360 Swing&under 149,000lbs), Barrier Machine, Cherrypicker Cap(over 70 tons),CMI or Maxim Spreader, Concrete Pump,
Directional Boring, Grader, Gradall, Hoist(3 drum or multi-platform), Hydraulic Cherrypicker/crane(2 seats), Loading Machine(bucket 10
yds or more), Laser Screed, Milling Machine(Large), Pipeline Welder, Plant Engineer. Power Winch-Stone Setting/Structural Steel or Truck
Mounted, Powerhouse, Scoop-Carryall-Scaper in Tandem, Side Boom Tractor,Side Boom Tractor(Tank Work), Stone Spreader(self
propelled),Striping Machine(long line/truck mounted),Tree Graple,Tank Work,Track Alignment Machine.
CLASS"B":
Backhoe(other than 360), Belt Screte, Boom Truck, Bulldozer, Boring Machine/Auger, Cherry Picker(under 70 tons), Convetor-Multi, Curb
Machine Asphalt/Concrete, Dinky Locomotive, Drill Rig for Dowels, Field Mechanic, Fork Lift, Hoist(2 Drum), Loading Machine, Loading
Machine(Front End), Mechanical Compactors(Machine Drawn), Mulching Machine(Machine Fed), Post Mole/Auger, Power Winch (other
than structural steel), Pump Hydraulic(with boring machine),Asphalt Roller,Scoop(carry-all,scraper), Skid Loader/Steer,Vermeer Cutter,
Work Boat, Inspection&Safety Boat.
CLASS"C"
Concrete Finish/Saw/Spreader Machines, Dirt Roller, Hoist(1 drum), Interior Hoist, Oder Truck Crane(Pile work), Power Broom, Small Milling
Machine,Vactor Truck/VacAll Truck.
CLASS"D`
Boiler(Thermoplastic),Concrete Breaker, Conveyor,Curing Machine, Fireman, Fork lift(walk behind), Generator, Hydra Hammer,
Maintenance Engineer(small equipment/Well Point/Welding&Burning),Compactors(hand operated), Pin Puller, Portable Heaters, Power
Buggies, Pulvi Mixer, Pumps(double action/4 inch and over/Hydraulic/Submersible&Jet), Ridge Cutter, Robotic Unit Operator(Tre n ch less
Pipe Rehab-Cleaning&Television of Sewers/CCN Inspection),Shotblaster
CLASS"E".
Batching Plant(On Job Site), Compressor(structural steel/2 or more in battery), Generator(small), Grinder,Ground Heater(boders), Power
Grinder, Mixer(with skip), Mulching Machine(hand feed),Oiler, Pipeline Welder Helper, Power Washer, Pump(up to 3
inches/Gypsum/Single action 1 to 3 inches), Root Cutter, Stump Grinder,Track Tamper,Tractor(caterpillar or wheel),Trenching Machine
(hand),Welding Machine(Pile Work/Structural Steel), Deckhand (on Work/Inspection/Safety Boat).
07/01/2018
Class"AA" $74 69
Cranes- Boom Length over 100 feet add$1.00 per hour
150""$ 150
Page 56
Prevailing Wage Rates for 07/01/2018-, 06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770 Suffolk County
250""$2.00""
350""$3.00""
Class"A" $66.00*
*Add$3.50 for Hazardous Waste Work.
Class"B" $61 00*
*Add$2.50 for Hazardous Waste Work.
Class"C" $59 37*
*Add$1.50 for Hazardous Waste Work
Class"D" $44 88
*Add$1.00 for Hazardous Waste Work
Class"E" $42.92
"NOTE ADD 30%to straight time hourly wage for NEW YORK STATE
D.O T.and other GOVERNMENTAL MANDATED off-shift work
SUPPLEMENTAL BENEFITS
Per Hour -
ALL CLASSES $38.05
Note-OVERTIME AMOUNT $32.35
OVERTIME PAY
See(D, O)on OVERTIME PAGE
HOLIDAY
Paid- See(5,6,7, 8)on HOLIDAY PAGE
Overtime: See(5,6,7, 8)on HOLIDAY PAGE
"Note"Employee must be employed day before and day after
a holiday to receive holiday pay
REGISTERED APPRENTICES
Wage per hour
REGISTERED APPRENTICES
One(1)Year Terms at the following Rate:
1 st Term $21 94
2nd Term 2280
3rd Term 2348
SUPPLEMENTAL BENEFITS
APPRENTICES $ 15.64
Note Overtime Amount $560
4-138
Operatina Engineer-Heavy&Hiahway 04/01/2019
JOB DESCRIPTION Operating Engineer-Heavy&Highway DISTRICT 4
ENTIRE COUNTIES
Nassau,Suffolk
WAGES
Party Chief-One who directs a survey party
Instrument Man-One who runs the instrument and assists Party Chief
Rodman-One who holds the rod and in general,assists the survey party
Categories cover GPS&Under Ground Surveying
Per Hour: 07/01/2018
Heavy Highway/Building
Party Chief $67.76
Instrument Man 5166
Rodman 4430
SUPPLEMENTAL BENEFITS
Page 57
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770 Suffolk County
Per Hour:
Heavy Highway/Building $34.23
Premium*-
Heavy Highway/Budding $43 40
Premium**
Heavy Highway/Building $52.56
*Applies to instances where 1-1/2 regular rate are paid
**Applies to instances'where 2 times the rate are paid.
OVERTIME PAY
See(B,*E, Q)on OVERTIME PAGE
*Doubletime paid on the 9th hour on Saturday
HOLIDAY
Paid. See(5,6,9, 11, 12, 15,25)on HOLIDAY PAGE
Overtime: See(5,6,9, 11, 12, 15,25)on HOLIDAY PAGE
4-15D-N/S co.
Operating Enaineer-Marine Dredging 04/01/2019
JOB DESCRIPTION Operating Engineer-Marine Dredging DISTRICT 4
ENTIRE COUNTIES
Albany, Bronx,Cayuga, Chautauqua,Clinton,Columbia, Dutchess, Erie, Essex, Franklin, Greene,Jefferson, Kings, Monroe, Nassau, New
York, Niagara, Orange, Orleans,Oswego, Putnam, Queens, Rensselaer, Richmond, Rockland,St Lawrence-, Suffolk, Ulster,Washington,
Wayne,Westchester
WAGES
These wages do not apply to Operating Engineers on land based construction projects For those projects, please see the Operating
Engineer Heavy/Highway Rates.The wage rates below for barge mounted cranes and other equipment are only for marine dredging work in
navigable waters found in the counties listed above.
Per Hour.
DREDGING OPERATIONS 07/01/2018
CLASS A-
Operator, Leverman, , $38 18
Lead Dredgeman
CLASS Al To conform to Operating Engineer
Dozer,Front Loader Prevailing Wage in locality where work
Operator is being performed including benefits.
CLASS B
Barge Operator $33.02
Spider/Spill
Tug Operator(overl000hp),
Operatorll, Fill Placer,
Derrick Operator, Engineer,
Chief Mate, Electrician,
Chief Welder,
Maintenance Engineer
Certified Welder, $31 09
Boat Operator(licensed)
CLASS C
Drag Barge Operator, $30 24
Steward, Mate,
Assistant Fill Placer,
Welder(please add)$0.06
Boat Operator $29 26
CLASS D
Shoreman, Deckhand, $24 30
Page 58
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770 Suffolk County
Rodman,Scowman,Cook,'
Messman, Porter/Janitor
Oiler(please add)$0 09
SUPPLEMENTAL BENEFITS
Per Hour
THE FOLLOWING SUPPLEMENTAL BENEFITS APPLY TO ALL CATEGORIES
07/01/2018
All Classes A&B $1123 plus 8%
of straight time
wage,Overtime hours
add$0 63
All Class C $10 93 plus 8%
of straight time
wage, Overtime hours
add$0 48
All Class D $10 63 plus 8%
of straight time
wage, Overtime hours
add$0 33
OVERTIME PAY
See(B, F, R)on OVERTIME PAGE
HOLIDAY
Paid- See(1)on HOLIDAY PAGE
Overtime- See(5,6, 8, 15,26)on HOLIDAY PAGE
- 4-25a-MarDredge
Operating Enaineer-Survey Crew-Consulting Engineer 04/01/2019
JOB DESCRIPTION Operating Engineer-Survey Crew-Consulting Engineer DISTRICT 9
ENTIRE COUNTIES
Bronx, Kings, Nassau, New York, Putnam, Queens,Richmond, Suffolk,Westchester
PARTIAL COUNTIES
Dutchess: That part in Duchess County lying South of the North City line of Poughkeepsie
WAGES
Feasibility and preliminary design surveying,any line and grade surveying for inspection or supervision of construction
Per hour- 07/01/2018
Survey Classifications
Party Chief $4310
Instrument Man 36.01
Rodman 3154
SUPPLEMENTAL BENEFITS
Per Hour-
All Crew Members- $18 50
OVERTIME PAY -
OVERTIME . See (B, E*, Q,V)ON OVERTIME PAGE.
*Doubletime paid on the 9th hour on Saturday.
HOLIDAY
Paid See(5,6,7, 11, 16)on'HOLIDAY PAGE
Overtime See(5,6,7, 11, 16)on HOLIDAY PAGE `
9-15dconsult
Operatina Engineer-Trenchless Pipe Rehab 04/01/2019
Page 59
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770 Suffolk County
JOB DESCRIPTION Operating Engineer-Trenchless Pipe Rehab DISTRICT 4
ENTIRE COUNTIES
Nassau,Suffolk
WAGES
IMPORTANT NOTE:This Category&Classifications are now located in
Operating Engineers/Heavy Highway&Laborers/Heavy Highway.
Per Hour:
07/01/2018
(SEE)
Robotic Unit Operator Operator(class D)
Technician/Boiler, Generator Operator(classes C&D)
AM Liner/Hydra Seal Laborer(Grp#3)
Hobas Pipe, Polyethyene Pipe or
Pull and Inflate Liner Laborer(Grp#3)
OVERTIME PAY
HOLIDAY
4-138TrchPReh
Painter 04/01/2019
JOB DESCRIPTION Painter DISTRICT 8
ENTIRE COUNTIES
Bronx, Kings, Nassau, New York, Putnam, Queens, Richmond, Suffolk,Westchester
WAGES
Per hour: 07/01/2018
Brush $46.85*
Abatement/Removal of lead based 46.85*
or lead containing paint on
materials to be repainted.
Spray&Scaffold $49.85*
Fire Escape 49.85*
Decorator 49:85*
Paperhanger/Wall Coverer 50.03*
*Subtract$0 10 to calculate premium rate
SUPPLEMENTAL BENEFITS
Per hour, 07/01/2018
Paperhanger $28.19
All others 26.72
Premium 29.22**
**Applies only to"All others"catergory,not paperhanger journeyman.
OVERTIME PAY
See(A, H)on OVERTIME PAGE
HOLIDAY
Paid See(1)on HOLIDAY PAGE
Overtime See(5,6, 16, 25)on HOLIDAY PAGE
REGISTERED APPRENTICES
One(1 )year terms at the following wage rate
Per hour. 07/01/2018
Appr 1 st term... $ 17.85*
Page 60
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770-Suffolk County
Appr 2nd term 23.26*
Appr 3rd term. 28.14* w
Appr 4th term .. 37 52*
*Subtract$0.10 to calculate premium rate
Supplemental benefits-
Per
enefitsPer Hour 07/01/2018
Appr 1 st term. . $13 81
Appr 2nd term 1682
Appr 3rd term .. 1942
Appr 4th term... 2456
8-NYDC9-B/S
.Painter 04/01/2019
JOB DESCRIPTION Painter, DISTRICT 8
ENTIRE COUNTIES
Putnam, Suffolk,Westchester
PARTIAL COUNTIES
Nassau: All of Nassau except the areas described below.Atlantic Beach, Ceaderhurst, East Rockaway;Gibson, Hewlett, Hewlett Bay,
Hewlett Neck, Hewlett Park, Inwood, Lawrence, Lido Beach, Long Beach, parts of Lynbrook, parts of Oceanside,parts of Valley Stream,and
Woodmere Starting on the South side of Sunrise Hwy in Valley Stream running east to Windsor and Rockaway Ave, Rockville Centre is the
boundary line up to Lawson Blvd turn right going west all the above territory.Starting at Union Turnpike and Lakeville Rd.going north to
Northern Blvd.the west side of Lakeville road to Northern blvd.At Northern blvd going east the district north of Northern blvd to Port
Washington Blvd West of Port Washington blvd.to St Francis Hospital then north of first traffic light to Port Washington and Sands Point,
Manor HAven, Harbour Acres.
WAGES
Per hour. 07/01/2018
Drywall Taper $46.85*
*Subtract$0.10 to calculate premium rate
SUPPLEMENTAL BENEFITS
Per hour 07/01/2018
Journeyman $26.72
OVERTIME PAY
See(A, H)on OVERTIME PAGE
HOLIDAY
Paid See(1)on HOLIDAY PAGE
Overtime- See(5,6, 16,25)on HOLIDAY PAGE
REGISTERED APPRENTICES
Wages-Per Hour 07/01/2018
1500 hour terms at the following wage rate:
1 st term $ 1785-
2nd
1785*2nd term $23 26*
3rd term $28.14*
4th term' $37 52*
*Subtract$0.10 to calculate premium rate.
Suppemental Benefits--Per hour:
One year term(1500 hours)at the following dollar amount
1 st year $ 13 81
2nd year $ 16.82
3rd year $,19.42
4th year ' $,24.56 ;
8-NYDCT9-DWT
Painter-Bridge&Structural Steel 04/01/2019
JOB DESCRIPTION Painter-Bridge&Structural Steel DISTRICT 8
ENTIRE COUNTIES
Page 61
Prevailing Wage Rates for 07/01/2018 06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770 Suffolk County
Albany, Bronx, Clinton, Columbia, Dutchess, Essex, Franklin, Fulton, Greene, Hamilton, Kings, Montgomery, Nassau, New York, Orange,
Putnam,Queens, Rensselaer, Richmond, Rockland,Saratoga, Schenectady,Schohane, Suffolk, Sullivan, Ulster,Warren,Washington,
Westchester
WAGES
Per Hou r•
STEEL:
Bridge Painting 07/01/2018 10/01/2018
$49.50 $49 50
+6 38* +6.38*
ADDITIONAL$6.00 per hour for POWER TOOL/SPRAY,whether straight time or overtime
NOTE All premium wages are to be calculated on base rate per hour only.
*For the period of May 1 st to November 15th,this amount is payable up to 40 hours For the period of Nov 16th to April 30th,this amount is
payable up to 50 hours. EXCEPTION: First and last week of employment, and for the weeks of Memorial Day, Independence Day and Labor
Day,where the amount is paid for the actual number of hours worked(no cap)
NOTE:Generally,for Bridge Painting Contracts,ALL WORKERS on and off the bridge(including Flagmen)are to be paid Painter"s Rate;the
contract must be ONLY for Bridge.Painting
SUPPLEMENTAL BENEFITS
'Per Hour:
Journeyworker: 07/01/2018 10/01/2018
$825 $9.50
+24.35* +26.05*
*For the period of May 1 st to November 15th,this amount is payable up to 40 hours. For the period of Nov 16th to April 30th,this amount is
payable up to 50 hours EXCEPTION: First and last week of employment,and for the weeks of Memorial Day, Independence Day and Labor
Day,where the amount is paid for the actual number of hours worked(no cap).
OVERTIME PAY
See(A, F, R)on OVERTIME PAGE
HOLIDAY
Paid: See(1)on HOLIDAY PAGE
Overtime: See(4,6)on HOLIDAY PAGE
REGISTERED APPRENTICES
Wage-Per hour:
Apprentices-(1)year terms
07/01/2018 10/01/2018
1 st year $22.65 $23.13
2nd year 33.98 3473
3rd year 45.30 4630
Supplemental Benefits-Per hour:
1 st year $12.76 $ 13 44
2nd year 19.14 2016
3rd year 2552 2688
8-DC-9/806/155-BrSS
Painter-Line Striping 04/01/2019
JOB DESCRIPTION Painter-Line Striping DISTRICT 8
ENTIRE COUNTIES
Albany, Bronx, Clinton,Columbia, Dutchess, Essex, Franklin, Fulton,Greene, Hamilton, Kings, Montgomery, Nassau, New York, Orange,
Putnam,Queens, Rensselaer, Richmond, Rockland,Saratoga, Schenectady,Schoharie,Suffolk,Sullivan, Ulster,Warren,Washington,
Westchester
WAGES
Per hour
Painter(Striping-Highway). 07/01/2018
Striping-Machine Operator* $29.93
Page 62
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 ' PRC Number 2019004770 Suffolk County
Linerman Thermoplastic $36.06
Note.*Includes but is,not limited to- Positioning of cones and directing of traffic using hand held devices Excludes the Driver/Operator of
equipment used in the maintenance and protection of traffic safety
Four(4),ten(10)hour days maybe worked at straight time during a week, Monday thru Thursday. Friday maybe used as a make-up day.
NOTE-In order to use the A Day/10 Hour Work Schedule,'as your normal schedule,you must submit an'Employer Registration for Use of
4 Day/10 Hour Work Schedule,'form PW30.1, and there must be a dispensation of hours in-place on the project If the PW30 1 isnot
submitted you may be liable for overtime payments for work over 8 hours per day
SUPPLEMENTAL BENEFITS
Per hour paid 07/01/2018
Journeyworker.
Striping-Machine operator $744
Linerman Thermoplastic $744
OVERTIME PAY
See(B, B2, E2, F,S)on OVERTIME PAGE "
HOLIDAY
Paid See(5,20)on HOLIDAY PAGE
Overtime: See(5,20)on HOLIDAY PAGE
REGISTERED APPRENTICES -
One(1)year terms at the following wage rates:
07/01/2018
1 st term $ 11 97
2nd term 1796
3rd term 2394
Supplemental Benefits per hour
1 st term $7.44
2nd term 7.44
3rd term 744
8-1456-LS
Painter-Metal Polisher 04/01/2019
JOB DESCRIPTION Painter-Metal Polisher DISTRICT 8
ENTIRE COUNTIES
Albany,Allegany, Bronx,Broome,Cattaraugus, Cayuga,Chautauqua,Chemung, Chenango,Clinton, Columbia,Cortland, Delaware,
Dutchess, Erie, Essex, Franklin, Fulton,Genesee,Greene, Hamilton, Herkimer,Jefferson, Kings;Lewis, Livingston, Madison, Monroe,
Montgomery, Nassau, New York, Niagara,Oneida,Onondaga,Ontario,Orange,Orleans, Oswego,Otsego, Putnam,Queens, Rensselaer,
Richmond, Rockland,Saratoga, Schenectady, Schohane,Schuyler,Seneca,St. Lawrence, Steuben, Suffolk, Sullivan,Tioga,Tompkins,
Ulster,Warren,Washington,Wayne,Westchester,Wyoming,Yates
WAGES
07/01/2018
Metal Polisher $30.58
Metal Polisher* 31.53
Metal Polisher** 3408
*Note Applies on New Construction&complete renovation
**Note*Applies when working on scaffolds over 34 feet.
SUPPLEMENTAL BENEFITS
Per Hour: 07/01/2018
Journeyworker
All classification $772
OVERTIME PAY
See(B, E, P,T)on OVERTIME PAGE
HOLIDAY
Paid: See(5,6, 11, 15, 16,25, 26)on HOLIDAY PAGE
Overtime. See(5,6,9, 11,115, 16,25,26)on HOLIDAY PAGE
REGISTERED APPRENTICES
Wages per hour.
Page 63
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770 Suffolk County
One(1)year term at the following wage rates:
07/01/2018 01/01/2019
1 st year $ 13 00 $ 15 00
2nd year 13.00 1500
3rd year 1575 15.75
1 st year* $ 15 39 $17.39
2nd year* 1544 17.44
3rd year* 1629 1829
1 st year** $17.50 1950
2nd year** 1750 1950
3rd year** 18.25 2025
*Note:Applies on New Construction&complete renovation
**Note Applies when working on scaffolds over 34 feet
Supplemental benefits
Per hour.
1 st year $552 $5.52
2nd year 552 5.52
3rd year 552 552
8-8A/28A-MP
Plasterer 0410112019
JOB DESCRIPTION Plasterer DISTRICT 9
ENTIRE COUNTIES
Bronx, Kings, Nassau, New York,Queens, Richmond,Suffolk
WAGES
Per hour.
07/01/2018 08/01/2018
Budding:
Plasterer/Traditional& $45.58 $45.58
Spraying Fireproofing
SUPPLEMENTAL BENEFITS
Per hour:
Journeyworker $26.27 $26 52
OVERTIME PAY
See(B, E„Q)on OVERTIME PAGE
HOLIDAY
Paid See(1)on HOLIDAY PAGE
Overtime: See(5,6,25)on HOLIDAY PAGE
REGISTERED APPRENTICES
Wages:
(per hour)
800 hours term
07/01/2018 08/112018
1st term $18.33 $18 33
2nd term $2062 $2062
3rd term $25.21 $2521
4th term $27.50 $2750
5th term $32.08 $32.08
6th term $34.37 $3437
Supplemental Benefits-
(per hour)
(800)hours term:
07/01/2018 08101/2018
1 st term $13 83 $ 13.88
2nd term $1431 $ 1436
3rd term $1628 $16.44
Page 64
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770 Suffolk County
4th term $17 36 $17.53
5th term $ 19.53, $19.72_
6th term $20 61 $20 81
9-262
Plumber 04/01/2019
JOB DESCRIPTION Plumber DISTRICT 4
ENTIRE COUNTIES
Nassau,Suffolk
WAGES
Per Hour. 07/01/2018
Plumber/
PUMP&TANK $44.49
SUPPLEMENTAL BENEFITS
Per Hour.
Plumber $26 98
OVERTIME PAY
See(B,Q,*V)on OVERTIME PAGE
(V)For Sundays&Holidays if Worked Only
HOLIDAY
Paid- See(1)on HOLIDAY PAGE
Overtime See(5,6, 16,25)on HOLIDAY PAGE
REGISTERED-APPRENTICES
One(1)Year Terms at the Following
Percentage of Journeymans wage:
1 st Term 30%
2nd Term _ 40%
3rd Term 50%
4th Term 60%
5th Term 70%
6th Term 85%
Supplemental Benifits Per'H'our:
1st Term $1506
2nd Term $15.70
3rd Term $16.52
4th Term $17.40
5th Term $20.13
4-200 Pump&Tank
Plumber 04/01/2019
JOB DESCRIPTION Plumber DISTRICT 4
ENTIRE COUNTIES
Nassau,Suffolk
WAGES
Per Hour 07/01/2018 11/01/2018 05/01/2019
Plumber $52 48 $52 48 $5248
SUPPLEMENTAL BENEFITS
Per Hour-
Plumber
ourPlumber $41.48 $41.98 $42.98
OVERTIME PAY
See(A, E,Q,*V)on OVERTIME PAGE
CODE"V"is only for SUNDAYS and HOLIDAYS THAT ARE WORKED
HOLIDAY
Paid See(1)on HOLIDAY PAGE
Overtime See(5,6, 15, 16,25)on HOLIDAY PAGE
Page 65
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 012019 PRC Number 2019004770 Suffolk County
REGISTERED APPRENTICES
One(1)Year Terms at the following percentage of Plumbers Rate:
1 st Term 2nd Te_rm 3rd Term 4th Term 5th Term
30% 40% '50% 60% 70%
Supplemental Benefits per hour:
07/01/2018 11/01/2018 05/01/2019
1 st Term $27.96 $28.46 $29.46
2nd Term 3027 3077 3177
3rd Term 31 64 32.14 34.14
4th Term 33.13 33.63 34.63
5th Term 34.71 35.21 3621
4-200
Plumber 04/01/2019
JOB DESCRIPTION Plumber DISTRICT 4
ENTIRE COUNTIES
Nassau,Suffolk
WAGES
Per Hour
07/01/2018
Plumber
MAINTENANCE ONLY '$30.80
Maintenance: Correction of problem(s)with the existing fixture or group of fixtures, preventive repairs or servicing of said fixtures
SUPPLEMENTAL BENEFITS
SUPPLEMENTAL BENEFITS
Per Hour:
Plumber
Maintenance $15.65
OVERTIME PAY
See(B,J)on OVERTIME PAGE
HOLIDAY
Paid: See(1)on HOLIDAY PAGE
Overtime: See(5,6, 15, 16)on HOLIDAY PAGE
4-200 Maintance
Roofer 04/0112019
JOB DESCRIPTION Roofer DISTRICT 4
ENTIRE COUNTIES
Nassau, Suffolk
WAGES
Per Hour 07/01/2018 05/01/2019
ROOFER/Waterproofer
Total Wage $45 00 $1 50 Per Hour
to be Paid to be allocated
"Base"Wage 41 00**
SUPPLEMENTAL BENEFITS
Per Hour.
ROOFER/Waterproofer $32 12
OVERTIME PAY
Per Hour
NEW ROOF SEE(B,E,Q)
RE-ROOF SEE (B,E,E2,Q)
Page 66
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 012019 PRC Number 2019004770 Suffolk County
NOTE""Overtime Pay to be calculated on"BASE"Wage then add$4 00.
(Example- $41 00 x time and one half=$61.50+$4.00=$65 50)
HOLIDAY
Paid- See(1)on HOLIDAY PAGE
Overtime. See(5,6, 13, 16,25)on HOLIDAY PAGE
REGISTERED APPRENTICES
(1)Year terms at the following Percentage of Roofers/Waterproofers Wage
1st 2nd 3rd 4th
40% 50% 70% 80%
Supplemental Benefits per hour:
07/01/2018
1 st Term $908
2nd Term 1122
3rd Term 2269
4th Term 25.85
4-154
Sheetmetal Worker 04/01/2019
JOB DESCRIPTION Sheetmetal Worker DISTRICT 4
ENTIRE COUNTIES
Bronx,Kings, Nassau, New York,Queens, Richmond, Rockland,Suffolk,Westchester
WAGES
Per Hour' 07/01/2018 08/01/2018
Sign Erector $47 67 Additional
$1.95/hr.
NOTE Structurally Supported Overhead Highway Signs(See STRUCTURAL IRON WORKER CLASS)
SUPPLEMENTAL BENEFITS
Per Hour, 07/01/2018 08/01/2018
Sign Erector $44 44 Additional
$1.64/hr
OVERTIME PAY
See(A, F, S)on OVERTIME PAGE
HOLIDAY
Paid See(5,6, 10, 11, 12, 16,25)on HOLIDAY PAGE
Overtime- See(5,6, 10, 11, 12, 16,25)on HOLIDAY PAGE
REGISTERED APPRENTICES
Per Hour-
6 month Terms at the following percentage of Sign Erectors wage rate. °
1st 2nd ,3rd 4th 5th 6th 7th 8th 9th 10th
35% 40% 45% 50% 55% 60% 65% 70% 75% 80%
SUPPLEMENTAL BENEFITS
Per Hour
1st 2nd 3rd 4th 5th 6th 7th 8th 9th 10th
$13.11 $1485 $16.59 $18.34 $25.56 $27.80 $30.76' $33.07 $35.36 $37.65
4-137-SE
Sheetmetal Worker 04/01/2019
JOB DESCRIPTION Sheetmetal Worker DISTRICT 4
ENTIRE COUNTIES
Bronx, Kings,Nassau, New York,'Queens, Richmond,Suffolk
WAGES
Per Hour. 07/01/2018
Page 67
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 012019 PRC Number 2019004770 Suffolk County
Sheetmetal Worker
$53 22
Temporary Operation or
Maintenace of Fans
4258
SUPPLEMENTAL BENEFITS
Per Hour
Sheetmetal Worker
$45.04
Maintenance Worker
45.04
OVERTIME PAY
See(B, E, E2, Q,V)on OVERTIME PAGE
For Maintenance See Codes B,E, Q&V
HOLIDAY
Paid: See(1)on HOLIDAY PAGE
Overtime: See(5,6, 11, 15, 16,25,26)on HOLIDAY PAGE
REGISTERED APPRENTICES
Per Hour.Wages
Six(6)Month Terms As Follows.
1st&2nd Term $18 67
3rd&4th Term 2398
5th&6th Term 2929.
7th Term 37.28
8th Term 39.83
9th Term 42.59
Per Hour Supplemental Benifits
1 st&2nd Term $16.49
3rd&4th Term 2275
5th&6th Term 26.79
7th Term 3284
8th Term 3488
9th Term 3684
4-28
Steamfitter 04/01/2019
JOB DESCRIPTION Steamfitter DISTRICT 4
ENTIRE COUNTIES
Bronx, Kings, Nassau, New York,Queens, Richmond,Suffolk
WAGES
Per Hour: 07/01/2018 01/01/2019
AC Service/Heat Service $41 50 $41.75
Steamfitter Maintenance
Refrigeration,A/C,Oil Burner and Stoker Service and Repair.
Refrigeration Compressor installation.
Air Condition/Heating Compressor installation up to 15hp(combined).
SUPPLEMENTAL BENEFITS
Per Hour
AC Service/Heat Service $16.56 $ 17 06
Steamfitter Maintenance
OVERTIME PAY
See(B, E,Q)on OVERTIME PAGE
HOLIDAY
Paid See(5,6, 11, 15,25,26)on HOLIDAY PAGE
REGISTERED APPRENTICES
1 year terms
Page 68
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 012019 PRC Number 2019004770 Suffolk County
Wages per hour
1 st Term $20 10 $20 22
2nd Term 24.24 2439
3rd Term 28.25 28.42
4th Term 3410 3431
Benefits per hour:
1 st Term $ 11.29 $11.61
2nd Term 1229 1265
3rd Term 1336 1376
4th Term 14.80 15.25
4-638B-StmFtrRef
Steamfitter 04/01/2019
JOB DESCRIPTION Steamfitter DISTRICT 4
ENTIRE COUNTIES
Bronx, Kings, Nassau, New York,Queens, Richmond,Suffolk
WAGES
Per Hour. 07/01/2018 12/26/2018
Sprinkler/Steam $64.06 $64 81
Fitter
Temporary, $48 70 $49 45
Heat&AC
Fitter
Note Add 15%to Hourly Wage for"Contracting Agency"Mandated Off Shift Work.
SUPPLEMENTAL BENEFITS
Per Hour. 07/01/2018 12/26/2018
Sprinkler/Steam $49 18 $49 93
Fitter
Temporary $40 23 $40.98
Heat&AC
Fitter
Note-Add 15%to Hourly Benefit for"Contracting Agency"Mandated Off Shift Work.
OVERTIME PAY
See(C,*D, O,**V)on OVERTIME PAGE
(D*)For Temporary Heat&AC Fitter,on Fire Protection/Sprinkler contracts under$3,000,000.00 and HVAC/Mechanical contracts under
$30,000,000 00
(V**)Benefit Amount to be paid:
Sprinkler/Steam$75 30
Temp Heat/AC $57.60
HOLIDAY
Paid- See(1)ori HOLIDAY PAGE
Overtime: See(5,6, 11, 16,25)on HOLIDAY PAGE
REGISTERED APPRENTICES
1 year Terms at the Following:
WAGES per hour.
07/01/2018
1st Term 2nd Term 3rd Term 4th Term 5th Term
$25 66 $32.07 $41.66 $51.26 $54.46
SUPPLEMENTAL BENEFIT per hour.
07/01/2018
1st Term 2nd Term 3rd Term 4th Term 5th Term
$20.20 - $24 04 $32 28 $39.52 . $41.94
Page 69
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770 Suffolk County
12/26/2018
1'st Term 2nd Term 3rd Term 4th Term 5th Term
$20.50 $24 42 $32.77 $40 12 $42.58
Premium Time Amounts:
$30.12 $37 66 $48.96 $60 24 $64.02
4-638A-StmSpFtr
Teamster-Asphalt-Delivery - 04/01/2019
JOB•DESCRIPTION Teamster-Asphalt Delivery DISTRICT 4
ENTIRE COUNTIES
Nassau,Suffolk
WAGES
Per Hour
Heavy Construction Work:
Shall include the supply of Asphalt for construction, improvement and modification of,all or any part of Streets, Highways, Bridges,
Tunnels,Railroads,Canals, Dams,Airports,Schools, Power Generation Plants,where distance between project and asphalt plant is not
more than 50 miles
TRUCK DRIVER I
07/01/2018
Asphalt Delivery $37 545
Light Construction Work:
Shall include the supply of Asphalt for construction of Single&Multi Family'Homes,Town Houses,Apartment Buildings, including
Driveways,Streets and Curbs within those projects. Parking Lots,Office Buildings,where distance between project and asphalt plant is not
more than 50 miles.
TRUCK DRIVER
07/01/2018
Asphalt Delivery $32 16
SUPPLEMENTAL BENEFITS
Per Hour:
Heavy Construction Work
TRUCK DRIVER
07/01/2018
Asphalt Delivery $46 6825
Light Construction Work
TRUCK DRIVER
07/01/2018
Asphalt Delivery $13 05
OVERTIME PAY
See(B,*132, E,**I, P, ***R,****U)on OVERTIME PAGE
(NOTE)PREMIUM PAY of 25%on straight time hours for New York State D O.T.and or other GOVERNMENTAL MANDATED off shift work
Note (B,E,P,T&*U)Apply to Heavy Construction
Note, (B2,I,T&*U)Apply to Light Construction.
Note (*U)Only applies after 8 hours worked on holiday
HOLIDAY
Paid- See(1)on HOLIDAY PAGE
Overtime. See(5,6,*16,**25)on HOLIDAY PAGE
NOTE.(*16)Paid at Double if Worked; (**25)Paid at Double if Worked.
4-282
Teamster-Building 04/01/2019
JOB DESCRIPTION Teamster-Budding DISTRICT 4
ENTIRE COUNTIES
Nassau,Suffolk
WAGES
Page 70
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 012019 PRC Number 2019004770 Suffolk County
Per Hour.
Truck Driver(Budding Demolition&Debris)
07/01/2018
Traders $33.61*
Straight Jobs $33 31*
Plus an additional$2 14/hr.to be allocated
SUPPLEMENTAL BENEFITS
Per Hour
All Classifications
07/01/2018
$33.20
OVERTIME PAY
See(B, E, S1)on OVERTIME PAGE
HOLIDAY
Paid. See,(1)on HOLIDAY PAGE
Overtime: See(5,6,8, 11, 12, 15,25,26)on HOLIDAY PAGE
4-282
Teamster-Delivery of Concrete 04/01/2019
JOB DESCRIPTION Teamster-Delivery of Concrete DISTRICT,4
ENTIRE COUNTIES
Nassau, Suffolk
WAGES
Per Hour:
Heavy Construction Work:
Shall Include the supply of Ready-Mix Concrete for construction,, improvement and modification of all or any part of Streets, Highways,
Bridges,Tunnels, Railroads, Canals,Dams,Airports, Schools&Power Generation Plants,where distance between project and asphalt plant
is not more than 50 miles
TRUCK DRIVER ,
07/01/2018
Concrete Delivery $39.775
Light Construction Work
Shall include the supply of Ready-Mix Concrete for construction of Single&Multi Family Homes,Town,Houses,Apartment Buildings,
including Driveways, Streets and Curbs within those projects Parking Lots and Office Buildings,where distance between project and asphalt
plant is not more than 50 miles.
TRUCK DRIVER
07/01/2018
Concrete Delivery $35 705
SUPPLEMENTAL BENEFITS
Per Hour.
Heavy Construction Work 07/01/2018
Concrete Delivery $42665,
Light Construction Work 07/01/2018
Concrete Delivery $ 14.83
OVERTIME PAY
NOTE Heavy Construction B2,1
Light Construction-B;E,P
HOLIDAY
Paid See(1)on HOLIDAY PAGE '
.Overtime: See(5,6,*16,**25)on HOLIDAY PAGE
NOTE(*16)Paid at Double if Worked (**25)Paid at Double if Worked.
4-282ns
Teamster-Heavy&Highway 04/01/2019
Page 71
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770 Suffolk County
JOB DESCRIPTION Teamster-Heavy&Highway DISTRICT 4
ENTIRE COUNTIES
Nassau, Suffolk
WAGES
Per Hour.
Heavy Construction Work
Shall include the construction, improvement or modification of all or any part of Streets, Highways, Bridges, Tunnels, Railroads, Canals,
Dams,Airports,Schools, Power Generation Plants.
07/01/2018
Site Excavating
(Chauffeurs) $38.155
Light Construction Work
Shall include the construction, improvment and modification of Single&Multi Family Homes,Town Houses,Apartment Buildings, including
Driveways,Streets and Curbs within those projects. Parking Lots and Office Buildings.
07/01/201
Site Excavating
(Chauffeurs) $33 66
SUPPLEMENTAL BENEFITS
Per Hour: 07/01/2018
Heavy Construction Work
Chauffeurs $46 0725
Light Construction Work
Chauffeurs $ 11.55
OVERTIME PAY
See(B,*B2, E,**I, P,***R,****U)on OVERTIME PAGE
(NOTE)PREMIUM PAY of 25%on straight time hours for NEW YORK STATE D O T and or other GOVERMENTAL MANDATED off shift
work.
Note (B,E,P,T&*U)Apply to Heavy Construction.
Note: (B2,I,T&*U)Apply to Light Construction
Note: (*U)Only applies after 8 hours work on holiday
HOLIDAY
Paid- See(1)on HOLIDAY PAGE
Overtime- See(5,6,*16,**25)on HOLIDAY PAGE
NOTE:(*16)Paid at Double if Worked (**25)Paid at Double if Worked.
4-282
Welder 04/01/2019
JOB DESCRIPTION Welder DISTRICT 1
ENTIRE COUNTIES
Albany,Allegany, Bronx, Broome, Cattaraugus, Cayuga,Chautauqua,Chemung,Chenango, Clinton, Columbia,Cortland, Delaware,
Dutchess, Erie, Essex, Franklin, Fulton, Genesee, Greene, Hamilton, Herkimer,Jefferson, Kings, Lewis, Livingston, Madison, Monroe,
Montgomery, Nassau, New York, Niagara, Oneida, Onondaga, Ontario, Orange,Orleans, Oswego,Otsego, Putnam, Queens, Rensselaer,
Richmond, Rockland, Saratoga,Schenectady,Schohane,Schuyler, Seneca, St Lawrence, Steuben, Suffolk,Sullivan,Tioga,Tompkins,
Ulster,Warren,Washington,Wayne,Westchester,Wyoming,Yates
WAGES
Per hour 07/01/2018
Welder. To be paid the same rate of the mechanic performing the work.*
*EXCEPTION: If a specific welder certification is required,then the'Certified Welder'rate in that trade tag will be paid
OVERTIME PAY
HOLIDAY
1-As Per Trade
Page 72
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770
Overtime Codes
Following is an explanation of the code(s)listed in the OVERTIME section of each classification contained in the attached schedule
Additional requirements may also be listed in the HOLIDAY section.
NOTE Supplemental Benefits are'Per hour worked'(for each hour worked)unless otherwise noted
(AA) Time and one half of the hourly rate after 7 and one half hours per day
(A ) Time and one half of the hourly rate after 7 hours per day
( B ) Time and one half of the hourly rate after 8 hours per day
(B1 ) Time and one half of the hourly rate for the 9th&10th hours week days and the 1 st 8 hours on Saturday
Double the hourly rate for all additional hours
(B2) Time and one half of the hourly rate after 40 hours per week
(C ) Double the hourly rate after 7 hours per day
(C1 ) Double the hourly rate after 7 and one half hours per day
(D ) Double the hourly rate after 8 hours per day
(D1 ) Double the hourly rate after 9 hours per day
( E ) Time and one half of the hourly rate on Saturday
( E1 ) Time and one half 1st 4 hours on Saturday; Double the hourly rate all additional Saturday hours
(E2) Saturday may be used as a make-up day at straight time when a day is lost during that week due to inclement
weather
(E3) Between November 1st and March 3rd Saturday may be used as a make-up day at straight time when a day is
lost during that week due to inclement weather, provided a given employee has worked between 16 and 32
hours that week
(E4) Saturday and Sunday may be used as a make-up day at straight time when a day is lost during that week due
to inclement weather
(E5) Double time after 8 hours on Saturdays
(F ) Time and one half of the hourly rate on Saturday and Sunday
(G ) Time and one half of the hourly rate on Saturday and Holidays
(H ) Time and one half of the hourly rate on Saturday, Sunday, and Holidays
(I ) Time and one half of the hourly rate on Sunday
(J ) Time and one half of the hourly rate on Sunday and Holidays
(K ) Time and one half of the hourly rate on Holidays
(L ) Double the hourly rate on Saturday
(M ) Double the hourly rate on Saturday and Sunday
(N ) Double the hourly rate on Saturday and Holidays
(0 ) Double the hourly rate on Saturday, Sunday,and Holidays
(P ) Double the hourly rate on Sunday
(Q ) Double the hourly rate on Sunday and Holidays
( R ) Double the hourly rate on Holidays
(S ) Two and one half times the hourly rate for Holidays, if worked
Page 73
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770
(Si ) Two and one half times the hourly rate the first 8 hours on Sunday or Holidays One and one half times the
hourly rate all additional hours.
(T ) Triple the hourly rate for Holidays, if worked
(U ) Four times the hourly rate for Holidays,if worked
(V ) Including benefits at SAME PREMIUM as shown for overtime
(W ) Time and one half for benefits on all overtime hours
(X ) Benefits payable on Paid Holiday at straight time If worked, additional benefit amount will be required for
worked hours (Refer to other codes listed.)
Page 74
Prevailing Wage Rates for 07/01/2018-06/30/2019 Published by the New York State Department of Labor
Last Published on Apr 01 2019 PRC Number 2019004770
Holiday Codes
PAID Holidays-
Paid Holidays are days for which an eligible employee receives a regular day's pay,but is not required to perform work If an employee
works on a day listed as a paid holiday,this remuneration is in addition to payment of the required prevailing rate for the work actually
performed
OVERTIME Holiday Pay
Overtime holiday pay is the premium pay that is required for work performed on specified holidays It is only required where the employee
actually performs work on such holidays The applicable holidays are listed under HOLIDAYS- OVERTIME The required rate of pay for
these covered holidays can be found in the OVERTIME PAY section listings for each classification
Following is an explanation of the code(s)listed in the HOLIDAY section of each classification contained in the attached schedule.The
Holidays as listed below are to be paid at the wage rates at which the employee is normally classified
( 1 ) None
(2) Labor Day
(3) Memorial Day and Labor Day
(4) Memorial Day and July 4th
(5) Memorial Day,July 4th, and Labor Day
(6) New Year's,Thanksgiving, and Christmas
(7) Lincoln's Birthday,Washington's Birthday,and Veterans Day
(8) Good Friday
(9) Lincoln's Birthday
( 10) Washington's Birthday
( 11 ) Columbus Day
( 12) Election Day
( 13) Presidential Election Day
( 14) 1/2 Day on Presidential Election Day
( 15) Veterans Day
( 16) Day after Thanksgiving
( 17) July 4th
( 18) 1/2 Day before Christmas
( 19) 1/2 Day before New Years
(20) Thanksgiving
(21 ) New Year's Day
(22) Christmas
(23) Day before Christmas
(24) Day before New Year's
(25) Presidents'Day
(26) Martin Luther King,Jr Day
(27) Memorial Day
(28) Easter Sunday
Page 75
NEt;,� New York State Department of Labor-Bureau of Public Work
�n r., �� State Office Building Campus
v _:< Building 12-Room 130
Albany,New York 12240
SENT�ti
REQUEST FOR WAGE AND SUPPLEMENT INFORMATION
As Required by Articles 8 and 9 of the NYS Labor Law
Fax (518) 485-1870 or mail this form for new schedules or for determination for additional occupations.
This Form Must Be Typed
Submitted By:
(Check Only One) ❑ Contracting Agency ❑ Architect or Engineering Firm ❑ Public Work District Office Date:
A. Public Work Contract to be let by: (Enter Data Pertaining to Contracting/Public Agency)
1 Name and complete address r (Check if new or change) 2 NY State Units(see Item 5)
❑07 City
❑ 01 DOT ❑08 Local School District
❑ 02 OGS ❑09 Special Local District,i.e,
❑ 03 Dormitory Authority Fire,Sewer,Water District
❑ 04 State University ❑10 Village
Construction Fund ❑ 11 Town
❑ 05 Mental Hygiene ❑ 12 County
Facilities Corp ❑13 Other Non-N.Y State
Telephone. ( ) Fax ( )
E-Mail 1106 OTHER N Y STATE UNIT (Describe)
3 SEND REPLY TO ([Icheck if new or change) 4 SERVICE REQUIRED Check appropriate box and provide project
Name and complete address information
❑ New Schedule of Wages and Supplements.
APPROXIMATE BID DATE
❑ Additional Occupation and/or Redetermination
Telephone: Fax: PRC NUMBER ISSUED PREVIOUSLY FOR OFFICE USE ONLY
( ) ( ) THIS PROJECT
E-Mail:
B. PROJECT PARTICULARS
5 Project Title 6 Location of Project
Location on Site
Description of Work
Route No/Street Address ,
Village or City
Contract Identification Number Town
Note: For NYS units,the OSC Contract No County
7. Nature of Project-Check One: 8 OCCUPATION FOR PROJECT
❑ 1. New Building
2.Addition to Existing Structure ❑ Construction(Building,Heavy- ❑ Guards,Watchmen
❑ g Highway/Sewer/Water) ❑ Janitors,Porters,Cleaners,
❑ 3 Heavy and Highway Construction(New and Repair) ❑ Tunnel Elevator Operators
❑ 4. New Sewer or Waterline ❑ Residential ❑ Moving furniture and
❑ 5 Other New Construction(Explain) ❑ Landscape Maintenance equipment
❑ 6.Other Reconstruction, Maintenance, Repair or Alteration ❑ Elevator maintenance ❑ Trash and refuse removal
❑ 7 Demolition
❑ 8 Building Service Contract ❑ Exterminators, Fumigators ❑ Window cleaners
❑. Fire Safety Director,NYC Only ❑ Other(Describe)
9. Has this project been reviewed for compliance with the Wicks Law involving separate bidding? YES❑ NO❑
10.Name and Title of Requester
Signature
PW-39(04 11) SEE PAGE TWO FOR LAWS RELATING TO PUBLIC WORK CONTRACTS
NEWS NEW YORK STATE DEPARTMENT OF LABOR
Bureau of Public Work - Debarment List
LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE
v AWARDED ANY PUBLIC WORK CONTRACT
Under Article 8 and Article 9 of the NYS Labor Law, a contractor, sub-contractor and/or
its successor shall be debarred and ineligible to submit a bid on, or be awarded any
public work or public building service contract/sub-contract with the state, any municipal
corporation or public body for a period of five (5) years from the date of debarment when:
• Two (2)"final determinations have been rendered within any consecutive six-year (6)
period determining that such contractor, sub-contractor and/or its successor has
WILLFULLY failed to pay the prevailing wage and/or supplements;
• One (1) final determination involves falsification of payroll records or the kickback of
wages and/or supplements.
The agency issuing the determination and 'providing the information, is denoted under the
heading 'Fiscal Officer'. DOL = New York State,Department of Labor; NYC = New York City
Comptroller's Office; AG = New York State Attorney General's Office; DA = County District
Attorney's Office.
Debarment Database: To search for contractors, sub-contractors and/or their successors
debarred from bidding or being awarded any public work contract or subcontract under NYS
Labor Law Articles 8 and 9, or under NYS Workers' Compensation Law Section 141-b,
access the database at this link: https://applications.labor.ny.gov/EDList/searchPage.do
For inquiries where WCB is listed as the "Agency", please call 1.M6-546-9322
NYSDOL Bureau of Public Work Debarment List 02111/2019
Article 8
„.AGENCY - -Plscal officbr FEIN "-EMPLOYER NAME _ EMP.-LOYER`,'_,= `', °ADD6tES5'=,;_ DEBARMENT DEBI�RAAEI�T=
DkiA NAME-- •` - '= - START DATE' -END DATE
DOL DOL *****0996 A-1 CONSTRUCTION& 1973 81ST ST-SUITE A-5 01/08/2015 01/08/2020
RENOVATION INC BROOKLYN NY 11214
DOL NYC ABDUL KARIM C/O NORTH AMERICAN IRON 05/15/2015 05/15/2020
W
1560 DECATUR
STREETRIDGEWOOD NY
11385
DOL DOL *****3344 ACT INC 6409 LAND 0 LAKES BLVD 11/10/2015 11/10/2020
LAND 0 LAKES FL 34638
DOL DOL *****1687 ADVANCED SAFETY 261 MILL ROAD 07/29/2015 07/29/2020
SPRINKLER INC P O BOX 296EAST AURORA
NY 14052
DOL NYC *****6775 ADVENTURE MASONRY 1535 RICHMOND AVENUE 12/13/2017 12/13/2022
CORP STATEN ISLAND NY 10314
DOL DOL AJ TORCHIA 10153 ROBERTS RD 08/09/2016 08/09/2021
SAUQUOIT NY 13456
DOL DOL *****3344 ALL CATASTROPHE ACT INC 6409 LAND 0 LAKES BLVD 11/10/2015 11/10/2020
CONSTRUCTION TEAM INC LAND O LAKES FL 34638
DOL DOL *****8740 ALLSTATE ENVIRONMENTAL C/O JOSE MONTAS 03/18/2011 03/19/2020
CORP 27 BUTLER PLACEYONKERS
NY 10710
DOL DOL AMADEO J TORCHIA TORCHIA'S 10153 ROBERTS RD 08/09/2016 08/09/2021
HOME SAUQUOIT NY 13456
IMPROVEMEN
T
DOL DOL ANGELO F COKER 12/04/2018 12/04/2023
DOL NYC ANISUL ISLAM C/O RELIANCE GENERAL 09/02/2015 09/02/2020
CONS
644 OCEAN
PARKWAYBROOKLYN NY
11230
DOL DOL ANITA SALERNO 158 SOLAR ST 01/07/2019 01/07/2024
SYRACUSE NY 13204
DOL DOL *****7004 ANNEX CONTRACTING LTD 3005 WYNSUM AVENUE 08/18/2014 08/18/2019
MERRICK NY 11566
DOL DOL *****7004 ANNEX GENERAL 3005 WYNSUM AVENUE 08/18/2014 08/18/2019
CONTRACTING INC MERRICK NY 11566
DOL DA ANTHONY CARDINALE 58-48 59TH STREET 05/16/2012 05/08/2020
MASPETH NY 11378
DOL DOL ANTHONY J MINGARELLI JR C/O T&T CONCRETE INC 07/08/2015 07/08/2020
2560 HAMBURG
TURNPIKELACKAWANNA NY
14218
DOL DOL ANTHONY PERGOLA 3 WEST MAIN ST/SUITE 208 01/23/2017 01/23/2022
ELMSFORD NY 10323
DOL DOL ANTONIO ESTIVEZ 442 ARMONK RD 06/12/2018 06/12/2023
MOUNT KISCO NY 10549
DOL DOL *****3020 APCO CONTRACTING CORP 24 SOUTH MARYLAND 09/24/2012 09/02/2020
AVENUE
PORT WASHINGTON NY
11050
DOL DOL *****3219 APOLLO CONSTRUCTION APOLLO 157 TIBBETTS ROAD 03/12/2014 03/12/2019
SERVICES CORP PAINTING CO YONKERS NY 10705
DOL DOL APOLLO PAINTING CO 157 TIBBETTS ROAD 03/12/2014 03/12/2019
YONKERS NY 10705
DOL DOL *****3295 APOLLO PAINTING CORP 3 ALAN B SHEPART PLACE 03/12/2014 03/12/2019
YONKERS NY 10705
DOL NYC *****8403 AQUA JET PAINTING CORP 10 VIKING DRIVE 04/16/2014 04/16/2019
WEST ISLIP NY 11795
DOL NYC *****9232 ARKAY CONSTRUCTION INC 102-104 GREYLOCK AVENUE 07/15/2015 07/15/2020
BELLEVILLE NJ 07109
DOL NYC *****4779 ASTORIA GENERAL 35-34 31ST STREET 09/02/2015 09/02/2020
CONTRACTING CORP LONG ISLAND CITY NY 11106
DOL NYC *****7217 ASTRO COMMUNICATIONS OF 79 ALEXANDER AVE-STE 36A 10/30/2015 10/30/2020
NY CORP BRONX NY 10454
DOL NYC *****6046 ATLANTIC SUN 58-46 59TH AVENUE 05/08/2015 05/08/2020
CONTRUCTION CORP MASPETH NY 11378
DOL NYC *****6683 ATLAS RESTORATION CORP 35-12 19TH AVENUE 08/02/2017 08/02/2022
ASTORIA NY 11105
DOL NYC AUDLEY O'BRIEN 1273 NORTH AVENUE/#1 CP 04/07/2015 04/07/2020
NEW ROCHELLE NY 10804
DOL NYC *****2591 AV]212 INC 260 CROPSEY AVENUE 10/30/2018 10/30/2023
APT 11GBROOKLYN NY 11214
DOL DOL AVIS R HILL 3510 HICKORY WALK LANE 01/22/2015 01/22/2020
ELLENWOOD GA 32094
NYSDOL Bureau of Public Work Debarment List 02/11/2019
Article 8
DOL AG AVTAR SINGH 116-24 127TH STREET 12/22/2015 12/22/2020
SOUTH OZONE PARK NY
11420
DOL AG BALDEV SINGH 116-24 127TH STREET 12/22/2015 12/22/2020
SOUTH OZONE PARK NY
11420
DOL DOL BARBARA CASSIDY 7 BLENIS PLACE 04/02/2015 04/02/2020
VALHALLA NY 10595
DOL DOL BARRY KINNEY 6409 LAND O LAKES BLVD 11/10/2015 11/10/2020
LAND O LAKES FL 34638
DOL NYC *****3915 BEACON RESTORATION INC SUITE B-8 04/21/2016 04/21/2021
782 PELHAM PARKWAY
SOUTHBRONX NY 10462
DOL DOL BIAGIO CANTISANI 06/12/2018 06/12/2023
DOL DOL *****8551 BRANDY'S MASONRY 216 WESTBROOK STREET 08/09/2016 08/09/2021
P O BOX 304SAYRE PA 18840
DOL NYC *****6555 BROOKLYN WELDING CORP 1273 NORTH AVENUE/#1 CP 04/07/2015 04/07/2020
NEW ROCHELLE NY 10804
DOL DOL *****1449 BRRESTORATION NY INC 140 ARCADIA AVENUE 09/12/2016 09/12/2021
OSWEGO NY 13126
DOL DOL BRUCE MORSEY C/O KENT HOLLOW SIDING LL 01/15/2016 01/15/2021
29A BRIDGE STREETNEW
MILFORD CT 06776
DOL DOL BRUCE P NASH JR 5841 BUTTERNUT ROAD 09/12/2018 09/12/2023
EAST SYRACUSE NY 13057
DOL DOL *****6156 C&J LANDSCAPING& 520 PINE HILL ROAD 06/23/2014 06/23/2019
MAINTENANCE INC CHESTER NY 10940
DOL DOL *****8809 C BE CONTRACTING 310 MCGUINESS BLVD 03/07/2017 03/07/2022
CORPORATION GREENPOINT NY 11222
DOL DOL *****9383 C C PAVING AND 2610 SOUTH SALINA ST 12/04/2018 12/04/2023
EXCAVATING,INC SUITE 12SYRACUSE NY 13205
DOL DOL CANTISANI&ASSOCIATES 442 ARMONK RD 06/12/2018 06/12/2023
LTD MOUNT KISCSO NY 10549
DOL DOL CANTISANI HOLDING LLC 06/12/2018 06/12/2023
DOL DOL CARIBBEAN POOLS C/O DOUGLAS L MALARKEY 02/04/2016 02/04/2021
64 VICTORIA
DRIVEBINGHAMTON NY 13904
DOL DOL *****3812 CARMODY"2"INC 06/12/2018 06/12/2023
DOL DOL *****1143 CARMODY BUILDING CORP CARMODY 442 ARMONK RD 06/12/2018 06/12/2023
CONTRACTIN MOUNT KISCO NY 10549
G AND
CARMODY
CONTRACTIN
G CORP
DOL DOL CARMODY CONCRETE 06/12/2018 06/12/2023
CORPORATION
DOL DOL CARMODY ENTERPRISES, 442 ARMONK RD 06/12/2018 06/12/2023
LTD MOUNT KISCO NY 10549
DOL DOL CARMODY INC 442 ARMONK RD 06/12/2018 06/12/2023
MOUNT KISCO NY 10549
DOL DOL *****3812 CARMODY INDUSTRIES INC 06/12/2018 06/12/2023
DOL DOL CARMODY MAINTENANCE 442 ARMONK RD 06/12/2018 06/12/2023
CORPORATION MOUNT KISCO NY 10549
DOL DOL CARMODY MASONRY CORP 442 ARMONK RD 06/12/2018 06/12/2023
MOUNT KISCO NY 10549
DOL NYC *****9172 CASSIDY EXCAVATING INC 14 RAILROAD AVENUE 05/15/2014 04/02/2020
VALHALLA NY 10595
DOL DOL *****6745 CATSKILL FENCE 5445 ROUTE 32 08/22/2014 08/22/2019
INSTALLATIONS INC CATSKILL NY 12414
DOL DOL *****8809 CBE CONTRACTING CORP 142 EAST MARKET STREET 03/07/2017 03/07/2022
LONG BEACH NY 11561
DOL AG CESAR J AGUDELO 81-06 34TH AVENUE 02/07/2018 02/07/2023
APT 6EJACKSON HEIGHTS NY
11372
DOL DOL *****7655 CHAMPION CONSTRUCTION 2131 SCHENECTADY AVENUE 11/18/2015 11/18/2020
SERVICES CORP BROOKLYN NY 11234
DOL NYC CHARLES CASSIDY JR 14 RAILROAD AVENUE 05/15/2014 04/02/2020
VALHALLA NY 10595
DOL 'DOL CHARLES ZIMMER JR 216 WESTBROOK STREET 08/09/2016 08/09/2021
P O BOX 304SAYRE PA 18840
DOL DOL CHRISTINE J HEARNE C/O CJ-HEARNE 12/01/2015 12/01/2020
CONSTRUCTIO
131 PONCE DE LEON AVE
NEATLANTA GA 30308
NYSDOL Bureau of Public Work Debarment List 02/1112019
Article 8
DOL DOL CHRISTOPHER J MAINI 19 CAITLIN AVE 09/17/2018 09/17/2023
JAMESTOWN NY 14701
DOL DOL --3360 CITY LIMITS GROUP INC 2279 HOLLERS AVENUE 01/07/2014 06/23/2019
BRONX NY 10475
DOL DOL --0671 CJ-HEARNE CONSTRUCTION SUITE 204 12/01/2015 12/01/2020
CO 131 PONCE DE LEON
AVENUEATLANTA GA 30308
DOL DOL ****'2703 CONKLIN'S TECH- 5 PARKER AVENUE 03/25/2014 03/25/2019
MECHANICAL INC POUGHKEEPSIE NY 12601
DOL DOL *****1927 CONSTRUCTION PARTS CPW 5841 BUTTERNUT ROAD 09/12/2018 09/12/2023
WAREHOUSE,INC EAST SYRACUSE NY 13057
DOL NYC *****4468 CRAFT CONTRACTING 3256 BRUNER AVENUE 07/29/2014 07/29/2019
GROUP INC' BRONX NY 10469
DOL NYC *****8507 CRAFT FENCE INC 3256 BRUNER AVENUE 07/29/2014 07/29/2019
BRONX NY 10469
DOL NYC *****2164 CREATIVE TRUCKING INC 58-83 54TH STREET 02/26/2016 02/26/2021
MASPETH NY 11378
DOL DOL *****7761 D L MALARKEY 64 VICTORIA DRIVE 02/04/2016 02/04/2021
CONSTRUCTION BINGHAMTON NY 13904
DOL DOL *****7888 D L MALARKEY 64 VICTORIA DRIVE 02/04/2016 02/04/2021
CONSTRUCTION INC BINGHAMTON NY 13904
DOL DOL *****5629 DAKA PLUMBING AND 2561 ROUTE 55 02/19/2016 02/19/2021
HEATING LLC POUGHQUAG NY 12570
DOL DOL DANICA IVANOSKI 61 WILLETT ST 10/26/2016 10/26/2021
PASSAIC NJ 07503
DOL DOL DARIAN L COKER 2610 SOUTH SALINA ST 12/04/2018 12/04/2023
SUITE 2CSYRACUSE NY 13205
DOL DOL DARYL T RIEKS C/O RIEKS CONTRACTING LLC 05/01/2015 05/01/2020
4804 GAHWILER
ROADAUBURN NY 13021
DOL NYC *****7707 DASSLE CONTRACTING INC 213-37 39TH AVE/SUITE 120 05/08/2015 05/08/2020
BAYSIDE NY 11360
DOL DOL DAVID MARTINEZ C/O EMPIRE TILE INC 03/08/2016 03/08/2021
6TREMONT
COURTHUNTINGTON STATION -
NY 11746
DOL NYC DAWN AVILA AKA DAWN 1ST FLOOR STORE FRONT 06/24/2014 06/24/2019
BECHTOLD 88-10 LITTLE NECK
PARKWAYFLORAL PARK NY
11001
DOL NYC DAWN BECHTOLD AKA DAWN 1ST FLOOR STORE FRONT 06/24/2014 06/24/2019
AVILA 88-10 LITTLE NECK
PARKWAYFLORAL PARK NY
11001
DOL DOL DEBBIE STURDEVANT 29 MAPLEWOOD DRIVE 02/21/2017 02/21/2022
BINGHAMTON NY 13901
DOL AG DEBRA MARTINEZ 31 BAY ST 03/28/2018 03/28/2023
BROOKLYN NY 11231
DOL DOL DEDA GAZIVODAN C/O DAKA PLUMBING AND H 02/19/2016 02/19/2021
2561 ROUTE 55POUGHQUAG
NY 12570
DOL DOL DENNIS SCHWANDTNER C/O YES SERVICE AND REPAI 08/09/2016 08/09/2021
145 LODGE AVEHUNTINGTON
STATION NY 11476
DOL DOL DF CONTRACTORS OF 1835 DAANSEN RD 05/16/2017 05/16/2022
ROCHESTER,INC PALMYRA NY 14522
DOL DOL DF CONTRACTORS,INC 1835 DAANSEN RD 05/16/2017 05/16/2022
PALMYRA NY 14522
DOL DOL *****9252 DI BERNARDO TILE AND 15 WALKER WAY 03/21/2014 03/21/2019
MARBLE CO INC ALBANY NY 12205
DOL NYC DIMITRIOS KOUTSOUKOS C/O ASTORIA GENERAL 09/02/2015 09/02/2020
CONTR
35-34 31 ST STREETLONG
ISLAND CITY NY 11106
DOL NYC DIMITRIOS TSOUMAS 35-12 19TH AVENUE 08/02/2017 08/02/2022
ASTORIA NY 11105
DOL DOL *****3242 DONALD R FORSAY DF LAWN 1835 DAANSEN RD 05/16/2017 05/16/2022
SERVICE PALMYRA NY 14522
DOL DOL DONALD R FORSAY 1835 DAANSEN RD 05/16/2017 05/16/2022
PALMYRA NY 14522
DOL DOL DORIS SKODA C/O APCO CONTRACTING 09/24/2012 09/02/2020
CORP
24 SOUTH MARYLAND
AVENUEPORT WASHINGTON
NY 11050
DOL NYC *****7404 DOSANJH CONSTRUCTION 9439 212TH STREET 02/25/2016 02/25/2021
CORP - QUEENS VILLAGE NY 11428
DOL DOL DOUGLAS L MALARKEY MALARKEY 64 VICTORIA DRIVE 02/04/2016 02/04/2021
CONSTRUCTI ON B INGHAMTON NY 13904
NYSD®L Bureau of Public Work Debarment List 02/11/2019
Article 8
DOL DOL *****6982 DUFOUR GROUP INC DUFOUR 353 WEST 56TH STREET #7M 06/10/2014 06/10/2019
MASONRY NEW YORK NY 10019
DOL DOL DUFOUR MASONRY 353 WEST 56TH ST#7M 06/10/2014 06/10/2019
NEW YORK NY 10019
DOL DOL DUFOUR MASONRY& 123 06/10/2014 06/10/2019
RESTORATION INC ALBANY NY
DOL DOL E C WEBB 6409 LAND O LAKES BLVD 11/10/2015 11/10/2020
LAND O LAKES FL 34638
DOL DOL EARL L WILSON WILSON 36 ABERSOLD STREET 08/31/2015 08/31/2020
BROTHER ROCHESTER NY 14621
DRYWALL
CONTRACTOR
S
DOL DOL EAST COAST PAVING 2238 BAKER RD 03/12/2018 03/12/2023
GILLETT PA 16923
DOL NYC EDWARD MENKEN C/O AQUA JET PAINTING 04/16/2014 04/16/2019
10 VIKING DRIVEWEST ISLIP
NY 11795
DOL NYC *****0900 EF PRO CONTRACTING INC 147 BROOME AVENUE 03/03/2014 03/03/2019
ATLANTIC BEACH NY 11509
DOL NYC EFSTRATIOS BERNARDIS 23-73 48TH STREET 04/24/2014 04/24/2019
LONG ISLAND CITY NY 11103
DOL DOL *****0780 EMES HEATING&PLUMBING 5 EMES LANE 01/20/2002 01/20/3002
CONTR MONSEY NY 10952
DOL DOL *****3270 EMPIRE TILE INC 6 TREMONT COURT 03/08/2016 03/08/2021
HUNTINGTON STATION NY
11746
DOL DOL *****7403 F&B PAINTING 2 PARKVIEW AVENUE 09/26/2016 09/26/2021
CONTRACTING INC HARRISON NY 10604
DOL DOL F KALAFATIS 2279 HOLLERS AVENUE 01/07/2014 06/23/2019
BRONX NY 10475
DOL DOL FAY MATTHEW C/O CHAMPION 11/18/2015 11/18/2020
CONSTRUCTION
2131 SCHENECTADY
AVENUEBROOKLYN NY 11234
DOL DOL FAZIA GINA ALI-MOHAMMED C/O 2131 SCHENECTADY AVENUE 11/18/2015 11/18/2020
CHAMPION BROOKLYN NY 11234
CONSTRUCTI
ON
DOL DOL FRAN MICELI 2279 HOLLERS AVENUE 01/07/2014 06/23/2019
BRONX NY 10475
DOL DOL FRANCES KALAFATIS 2279 HOLLERS AVENUE 01/07/2014 06/23/2019
BRONX NY 10475
DOL DOL FRANCES KALAFATIS-MICELI 2279 HOLLERS AVENUE 01/07/2014 06/23/2019
BRONX NY 10475
DOL DOL FRANK BENEDETTO 19 CATLIN AVE 09/17/2018 09/17/2023
JAMESTOWN NY 14701
DOL DOL FRANK BENEDETTO C/O F&B PAINTING CONTRA 09/26/2016 09/26/2021
2 PARKVIEW
AVENUEHARRISON NY 10604
DOL DOL --4722 FRANK BENEDETTO AND B&M 19 CAITLIN AVE 09/17/2018 09/17/2023
CHRISTOPHER J MAINI CONCRETE JAMESTOWN NY 14701
DOL DOL FRANK DEMARTINO 101-61 99TH STREET 02/15/2017 02/15/2022
OZONE PARK NY 11416
DOL DOL FRANK DEMARTINO 101-61 99TH STREET 02/15/2017 02/15/2022
OZONE PARK NY 11416
DOL DOL *****2724 FRESH START PAINTING 157 TIBBETS ROAD 03/12/2014 03/12/2019
CORP YONKERS NY 10705
DOL DOL G FUCCI CONSTRUCTION 3 ALAN B SHEPARD PLACE 03/12/2014 03/12/2019
SERVICES YONKERS NY 10705
DOL DOL *****6767 G FUCCI PAINTING INC C/O SPIEGEL&UTRERA 03/12/2014 03/12/2019
1 MAIDEN LANE-5TH FLNEW
YORK NY 10038
DOL DOL *****4546 GAF PAINTING LLC 157 TIBBETS ROAD 03/12/2014 03/12/2019
YONKERS NY 10705
DOL DOL GALINDA ROTENBERG C/O GMDV TRANS INC 06/24/2016 06/24/2021
67-48 182ND STREETFRESH
MEADOWS NY 11365
DOL DOL GARDEN STATE PAINTING 157 TIBBETTS ROAD 03/12/2014 03/12/2019
YONKERS NY 10705
DOL DOL GEOFF CORLETT 415 FLAGGER AVE 10/31/2018 10/31/2023
#302STUART FL 34994
DOL DOL GEORGE DI BERNARDO C/O DI BERNARDO TILE 03/21/2014 03/21/2019
15 WALKER WAYALBANY NY
12205
DOL DA GEORGE LUCEY 150 KINGS STREET 01/19/1998 01/19/2998
BROOKLYN NY 11231
DOL DOL *****5674 GMDV TRANS INC 67-48 182ND STREET 06/24/2016 06/24/2021
FRESH MEADOWS NY 11365
NYSDOL Bureau of Public Work Debarment List 02/11/2019
Article 8
DOL NYC GREAT ESTATE 327 STAGG ST 10/10/2017 10/10/2022
CONSTRUCTION,INC BROOKLYN NY 11206
DOL DOL GREGORY A FUCCI C/O PAF PAINTING SERVICES 03/12/2014 03/12/2019
157 TIBBETTS ROADYONKERS
NY 10705
DOL DOL GREGORY FUCCI JR C/O APOLLO CONSTRUCTION 03/12/2014 03/12/2019
157 TIBBETTS ROADYONKERS
NY 10705
DOL DOL GREGORY S OLSON P 0 BOX 100 03/08/2016 03/08/2023
200 LATTA BROOK
PARKHORSEHEADS NY 14845
DOL NYC *****0346 H N H CONTRACTORS CORP 4558 BROADWAY#6 08/04/2014 08/04/2019
NEW YORK NY 10040
DOL NYC HAMEEDUL HASAN 240 HOME STREET 08/04/2014 08/04/2019
TEANECK NJ 07666
DOL NYC HARMEL SINGH 15 CLINTON LANE 02/25/2016 02/25/2021
HICKSVILLE NY 11801
DOL NYC HAROLD KUEMMEL 58-83 54TH STREET 02/26/2016 02/26/2021
MASPETH NY 11378
DOL DOL HENRY VAN DALRYMPLE 2663 LANTERN LANE 12/01/2015 12/01/2020
ATLANTA GA 30349
DOL DOL **"**6370 HILLIANO CONSTRUCTION& 354 MAGNOLIA STREET 01/22/2015 01/22/2020
ELECTRICAL INC ROCHESTER NY 14611
DOL DOL *****8282 IDEMA DEVELOPMENT INC 91 COLLEGE AVENUE 12/04/2015 12/04/2020
POUGHKEEPSIE NY 12603
DOL DOL ***"8282 IDEMA GENERAL 91 COLLEGE AVENUE 12/04/2015 12/04/2020
CONTRACTORS INC POUGHKEEPSIE NY 12603
DOL DOL *****7001 INTEGRATED CONSTRUCTION SUITE 100 01/06/2016 01/06/2021
&POWER SYSTEMS INC 2105 W GENESEE
STREETSYRACUSE NY 13219
DOL DOL *****5131 INTEGRITY MASONRY,INC M&R 722 8TH AVE 06/05/2018 06/05/2023
CONCRETE WATERVLIET NY 12189
DOL AG J A M CONSTRUCTION CORP SUITE 125 04/07/2016 04/07/2021
265 SUNRISE
HIGHWAYROCKVILLE CENTRE
NY 10457
DOL DOL *****7598 J M RICH LLC P 0 BOX 268 09/16/2013 03/21/2019
STILLWATER NY 12170
DOL DOL *****3478 J N P CONSTRUCTION CORP 50 LOUIS COURT 03/21/2014 03/21/2019
P O BOX 1907SOUTH
HACKENSACK NY 07606
DOL DOL J N RICH LLC P 0 BOX 268 09/16/2013 03/21/2019
STILLWATER NY 12170
DOL DOL *****4910 J V MAGIC TOUCH 94-25 57TH AVENUE,APT 5G 01/12/2015 01/12/2020
CORPORATION ELMHURST NY 11373
DOL DOL J A HIRES CADWALLADER P 0 BOX 100 03/08/2018 03/08/2023
200 LATTA BROOK
PARKHORSEHEADS NY 14845
DOL DOL JAMES B RHYNDERS 91 COLLEGE AVENUE 12/04/2015 12/04/2020
POUGHKEEPSIE NY 12603
DOL DOL JAMES C DELGIACCO 722 8TH AVE 06/05/2018 06/05/2023
WATERVLIET NY 12189
DOL DOL JAMES E RHYNDERS 91 COLLEGE AVENUE 12/04/2015 12/04/2020
POUGHKEEPSIE NY 12603
DOL AG JAMES FALCONE SUITE 125 04/07/2016 04/07/2021
265 SUNRISE
HIGHWAYROCKVILLE CENTRE
NY 10457
DOL DOL JAMES LIACONE 9365 WASHINGTON ST 07/23/2018 07/23/2023
LOCKPORT IL 60441
DOL DOL JAMES RACHEL 9365 WASHINGTON ST 07/23/2018 07/23/2023
LOCKPORT IL 60441
DOL DOL JAMES RHYNDERS SR 91 COLLEGE AVENUE 12/04/2015 12/04/2020
POUGHKEEPSIE NY 12603
DOL DOL JAMES SICKAU 3090 SHIRLEY ROAD 04/19/2011 07/08/2020
NORTH COLLINS NY 14111
DOL DOL JASON M RICH P 0 BOX 268 09/16/2013 03/21/2019
STILLWATER NY 12170
DOL DOL JASON W MILLIMAN C/O ROCHESTER 02/19/2016 02/19/2021
ACOUSTICAL
P 0 BOX 799HILTON NY 14468
DOL DOL *****5368 JCH MASONRY& 35 CLINTON AVE 09/12/2018 09/12/2023
LANDSCAPING INC OSSINING NY 10562
DOL DOL JEFF P BRADLEY 520 PINE HILL ROAD 06/23/2014 06/23/2019
CHESTER NY 10940
DOL NYC JEFFREY CASSIDY 14 RAILROAD AVENUE 05/15/2014 04/02/2020
VALHALLA NY 10595
NYSDOL Bureau of Public Work Debarment List 02/11/2019
Article 8
DOL DOL JEROME LACITIGNOLA C/O CATSKILL FENCE INSTAL 08/22/2014 08/22/2019
5445 ROUTE 32 CATSKILL NY
12414
DOL DOL JESSICA WHITESIDE C/O BRRESTORATION NY INC 09/12/2016 09/12/2021
140 ARCADIA
AVENUEOSWEGO NY 13126
DOL AG JOHN ANTHONY MASSINO 36-49 204TH STREET 02/07/2018 02/07/2023
BAYSIDE NY 11372
DOL DOL JOHN F CADWALLADER 200 LATTA BROOK PARK 03/08/2018 03/08/2023
HORSEHEADS NY 14845
DOL DOL *****4612 JOHN F CADWALLADER,INC THE GLASS P O BOX 100 03/08/2018 03/08/2023
COMPANY 200 LATTA BROOK
PARKHORSEHEADS NY 14845
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DOL DOL JON E DEYOUNG 261 MILL ROAD 07/29/2015 07/29/2020
P O BOX 296EAST AURORA
NY 14052
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#302STUART FL 34994
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265 SUNRISE
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27 BUTLER PLACEYONKERS
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198 NORWOOD ROADPORT
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INC
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CORPORATION
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DOL DOL *****4388 LEN J CONSTRUCTION,LLC PO BOX 10007 06/24/2016 09/19/2022
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NYSDOL Bureau of Public Work Debarment List 02/11/2019
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DOL DOL *****4388 LEN J CONSTRUCTION,LLC PO BOX 10007 09/19/2017 09/19/2022
ALBANY NY 12201
DOL DOL *****4388 LEN J CONSTRUCTION,LLC PO BOX 10007 01/17/2017 09/19/2022
ALBANY NY 12201
DOL DOL *****4388 LEN J CONSTRUCTION,LLC PO BOX 10007 09/19/2017 09/19/2022
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DOL DOL *****4388 LEN J CONSTRUCTION,LLC PO BOX 10007 09/19/2017 09/19/2022
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DOL DOL *****4388 LEN J CONSTRUCTION,LLC PO BOX 10007 08/14/2017 09/19/2022
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DOL DOL LEROY NELSON JR PO BOX 10007 09/19/2017 09/19/2022
ALBANY NY 12201
DOL DOL LEROY NELSON JR PO BOX 10007 09/19/2017 09/19/2022
ALBANY NY 12201
DOL DOL LEROY NELSON JR PO BOX 10007 09/19/2017 09/19/2022
ALBANY NY 12201
DOL DOL LEROY NELSON JR PO BOX 10007 09/19/2017 09/19/2022
ALBANY NY 12201
DOL DOL LEROY NELSON JR PO BOX 10007 08/14/2017 08/14/2022
ALBANY NY 12201
DOL DOL LEROY NELSON JR PO BOX 10007 01/17/2017 09/19/2022
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DOL DOL LINDSEY R CRILL 143 FILLMORE AVENUE 01/08/2015 01/08/2020
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DOL DA *****4460 LONG ISLAND GLASS& 4 MANHASSET TRL 09/06/2018 09/06/2023
STOREFRONTS,LLC RIDGE NY 11961
DOL AG *****4216 LOTUS-C CORP 81-06 34TH AVENUE 02/07/2018 02/07/2023
APT 6EJACKSON HEIGHTS NY
11372
DOL AG LUIS MARTINEZ LALO 211 MAIN ST 05/20/2016 05/20/2021
DRYWALL NEW PALTZ NY 12561
DOL DOL M ANVER BEIG 142 EAST MARKET STREET 03/07/2017 03/07/2022
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DOL DOL M ANVER BEIG 142 EAST MARKET STREET 03/07/2017 03/07/2022
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DOL NYC *****9590 MACK GLASSNAUTH IRON 137 LIBERTY AVENUE 12/21/2015 12/21/2020
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DOL NYC *****3141 MACKEY REED ELECTRIC INC 1ST FLOOR STORE FRONT 06/24/2014 06/24/2019
88-10 LITTLE NECK
PARKWAYFLORAL PARK NY
11001
DOL DOL *****1784 MADISON AVE 39 PENNY STREET 11/02/2016 11/02/2021
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DOL DOL MALARKEY'S BAR&GRILL 64 VICTORIA DRIVE 02/04/2016 02/04/2021
LLC BINGHAMTON NY 13904
DOL DOL *****0705 MALARKEY'S PUB&GRUB 64 VICTORIA DRIVE 02/04/2016 02/04/2021
LLC BINGHAMTON NY 13904
DOL DA MANUEL P TOBIO 150 KINGS STREET 08/19/1998 08/19/2998
BROOKLYN NY 14444
DOL DA MANUEL TOBIO 150 KINGS STREET 08/19/1998 08/19/2998
BROOKLYN NY 11231
DOL DOL MARIACHI'S PIZZERIA C/O DOUGLAS L MALARKEY 02/04/2016 02/04/2021
64 VICTORIA
DRIVEBINGHAMTON NY 13904
DOL DOL MARK MIONIS 6409 LAND 0 LAKES BLVD 11/10/2015 11/10/2020
LAND 0 LAKES FL 34638
DOL DOL MARVIN A STURDEVANT 29 MAPLEWOOD DRIVE 02/21/2017 02/21/2022
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DOL DOL MASONRY CONSTRUCTION, 442 ARMONK RD 06/12/2018 06/12/2023
INC MOUNT KISCO NY 10549
DOL DOL *****3333 MASONRY INDUSTRIES,INC 442 ARMONK RD 06/12/2018 06/12/2023
MOUNT KISCO NY 10549
DOL DOL MATTHEW IDEMA GENERAL 91 COLLEGE AVENUE 12/04/2015 12/04/2020
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DOL DOL MAURICE GAWENO 442 ARMONK RD 06/12/2018 06/12/2023
MOUNT KISCO NY 10549
DOL DOL i I*****6416 MCCALL MASONRY P 0 BOX 304 08/09/2016 08/09/2021
SAYRE PA 18840
NYSDOL Bureau of Public Work Debarment List 02/11/2019
Article 8
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SYRACUSE NY 13203
DOL DOL MCLEAN"MIKKI"DRAKE 1229 JAMES STREET 05/02/2017 05/02/2022
SYRACUSE NY 13203
DOL DOL MCLEAN M DRAKE-BEANE 1229 JAMES STREET 05/02/2017 05/02/2022
SYRACUSE NY 13203
DOL DOL *****9445 MCLEAN M WALSH ELITE 1229 JAMES STREET 05/02/2017 05/02/2022
PROFESSION SYRACUSE NY 13203
AL PAINTING
OF CNY
DOL DOL --9445 MCLEAN M WALSH ELITE 1229 JAMES STREET 05/02/2017 05/02/2022
PROFESSION SYRACUSE NY 13203
AL PAINTING
OF CNY
DOL NYC *****5330 METRO DUCT SYSTEMS INC 1219 ASTORIA BOULEVARD 04/16/2014 11/19/2020
LONG ISLAND CITY NY 11102
DOL DOL *****3368 MICEK CONSTRUCTION CO 20 CROSS STREET 12/02/2014 12/02/2019
INC FALCONER NY 14733
DOL DOL MICHAEL A PASCARELLA SUITE 100 01/06/2016 01/06/2021
2105 WEST GENESEE STREET
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DOL NYC MICHAEL HIRSCH C/O MZM CORP 01/28/2016 01/28/2021
163 S MAIN STREETNEW CITY
NY 10956
DOL DOL MICHAEL LENIHAN 1079 YONKERS AVE 08/07/2018 08/07/2023
UNIT 4YONKERS NY 10704
DOL AG MICHAEL RIGLIETTI 31 BAY ST 03/28/2018 03/28/2023
BROOKLYN NY 11231
DOL DOL MICHAEL WILSON WILSON 36 ABERSOLD STREET 08/31/2015 08/31/2020
BROTHER ROCHESTER NY 14621
DRYWALL
CONTRACTOR
S
DOL NYC MILANCE HADZIC 22 CALIFORNIA AVE-STE 1 03/11/2015 03/11/2020
PATERSON NJ 07503
DOL AG MOHAMMED N CHATHA 8831 20TH AVENUE/SUITE 6E 11/17/2015 11/17/2020
BROOKLYN NY 11214
DOL DOL *****2737 MOUNTAIN'S AIR INC 2471 OCEAN AVENUE-STE 7A 09/24/2012 09/18/2020
BROOKLYN NY 11229
DOL AG MSR ELECTRICAL 31 BAY ST 03/28/2018 03/28/2023
CONSTRUCTION CORP BROOKLYN NY 11231
DOL DOL MUHAMMAD BEIG 142 EAST MARKET STREET 03/07/2017 03/07/2022
LONG BEACH NY 11561
DOL DOL MUHAMMAD BEIG 142 EAST MARKET STREET 03/07/2017 03/07/2022
LONG BEACH NY 11561
DOL DOL MUHAMMAD PERVAIZ C/O CHAMPION 11/18/2015 11/18/2020
CONSTRUCTION
2131 SCHENECTADY
AVENUEBROOKLYN NY 11234
DOL NYC *****3613 MZM CORP 163 S MAIN STREET 01/28/2016 01/28/2021
NEW CITY NY 10956
DOL NYC *****1284 NEW AMERICAN 22 CALIFORNIA AVE-STE 1 03/11/2015 03/11/2020
RESTORATION INC I PATERSON NJ 07503
DOL DA *****6988 NEW YORK INSULATION INC 58-48 59TH STREET 05/16/2012 05/08/2020
MASPETH NY 11378
DOL NYC *****4839 NEW YORK RIGGING CORP 58-83 54TH STREET 02/26/2016 02/26/2021
MASPETH NY 11378
DOL NYC NICHOLAS PROVENZANO 147 BROOME AVENUE 03/03/2014 03/03/2019
ATLANTIC BEACH NY 11509
DOL NYC NICHOLAS PROVENZANO 147 BROOME AVENUE 03/03/2014 03/03/2019
ATLANTIC BEACH NY 11509
DOL NYC *****1968 NORTH AMERICAN IRON 1560 DECATUR STREET 05/15/2015 05/15/2020
WORKS INC RIDGEWOOD NY 11385
DOL DOL *****6966 NORTH COUNTRY DRYWALL 23167 COUNTY ROUTE 59 10/24/2016 10/24/2021
AND PAINT DEXTER NY 13634
DOL DOL *****0065 NORTHEAST LANDSCAPE 3 WEST MAIN ST/SUITE 208 01/23/2017 01/23/2022
AND MASONRY ASSOC ELMSFORD NY 10523
DOL DOL *****1845 OC ERECTERS,LLC A/K/A OC 1207 SW 48TH TERRACE 01/16/2018 01/16/2023
ERECTERS OF NY INC DEERFIELD BEACH FL 33442
DOL NYC *****8337 OPTIMUM CONSTRUCTION 23-73 48TH STREET 04/24/2014 04/24/2019
INC LONG ISLAND CITY NY 11103
DOL NYC ORSON ARROYO C/O METRO DUCT SYSTEMS 04/16/2014 11/19/2020
12-19 ASTORIA
BOULEVARDLONGISLAND
CITY NY 11102
DOL DOL *:***4546 PAF PAINTING CORP 161 TIBBETTS ROAD 03/12/2014 03/12/2019
YONKERS NY 10705
NYSDOL Bureau of Public Work Debarment List 0211112019
Article 8
DOL DOL *****5242 PAF PAINTING SERVICES INC GARDEN, 157 TIBBETTS ROAD 03/12/2014 03/12/2019
STATE YONKERS NY 10103
PAINTING
DOL DOL PAF PAINTING SERVICES OF C/O SPIEGEL&UTRERA 03/12/2014 03/12/2019
WESTCHESTER INC 1 MAIDEN LANE-5TH FLNEW
YORK NY 10038
DOL DOL *****8802 PAT'S HEATING AND AIR P 0 BOX 371 05/12/2014 05/12/2019
CONDITIONING LTD ROUND LAKE NY 12151
DOL DOL PATRICIA M RUGGLES P 0 BOX 371 05/12/2014 05/12/2019
ROUND LAKE NY 12151
DOL NYC *****9422 PELIUM CONSTRUCTION,INC 22-33 35TH ST 12/30/2016 12/30/2021
ASTORIA NY 11105
DOL DOL PETER M PERGOLA 3 WEST MAIN ST/SUITE 208 01/23/2017 01/23/2022
ELMSFORD NY 10523
DOL DOL' PIERRE LAPORT 224 COUNTY HIGHWAY 138 03/07/2017 03/07/2022
BROADALBIN NY 12025
DOL DOL *****1543 PJ LAPORT FLOORING INC 224 COUNTY HIGHWAY 138 03/07/2017 03/07/2022
BROADALBIN NY 12025
DOL DOL *****2989 PROFESSIONAL ESTIMATING 157 TIBBETS ROAD 03/12/2014 03/12/2019
&BUSINESS CORP YONKERS NY 10705
DOL DOL *****6895 PROLINE CONCRETE OF WNY 3090 SHIRLEY ROAD 04/19/2011 07/08/2020
INC NORTH COLLINS NY 14111
DOL DA ***'*6817 QUADRANT METAL 2740 SW MARTIN DOWNS 08/25/2016 08/25/2021
BUILDINGS LLC BLVD
PALM CITY FL 34990
DOL NYC RAMESHWAR ASU 137 LIBERTY AVENUE 12/21/2015 12/21/2020
BROOKLYN NY 11212
DOL DOL RANA A KAHN 1973 81ST ST-SUITE A-5 01/08/2015 01/08/2020
BROOKLYN NY 11214
DOL NYC RANTIK PARIKH 13 LORIANN ROAD 07/15/2015 07/15/2020
WARREN NJ 07059
DOL DOL *****2633 RAW POWER ELECTRIC CORP 3 PARK CIRCLE 09/16/2013 09/15/2019
MIDDLETOWN NY 10940
DOL DOL *****2633 RAW POWER ELECTRIC CORP 3 PARK CIRCLE 01/30/2018 01/30/2023
MIDDLETOWN NY 10940
DOL NYC RAYMOND PEARSON P 0 BOX 957 03/12/2014 03/12/2019
PORT JEFFERSON STA NY
11776
DOL AG *****7015 RCM PAINTING INC 69-06 GRAND AVENUE 02/07/2018 02/07/2023
2ND FLOORMASPETH NY
11378
DOL DOL REGINALD WARREN 161 ROBYN RD 09/15/2014 09/15/2019
MONROE NY 10950
DOL DOL REGINALD WARREN 161 ROBYN RD 01/30/2018 01/30/2023
MONROE NY 10950
DOL NYC *****3461 RELIANCE GENERAL 644 OCEAN PARKWAY 09/02/2015 09/02/2020
CONSTRUCTION INC BROOKLYN NY 11230
DOL DOL REVOLUTIONARY FLOORS P 0 BOX 268 09/16/2013 03/21/2019
LLC STILLWATER NY 12170
DOL DA RIANN MULLER 2740 SW MARTIN DOWNS 08/25/2016 08/25/2021
BLVD
PALM CITY FL 34990
DOL DOL *****9148 RICH T CONSTRUCTION 107 WILLOW WOOD LANE 11/13/2018 11/13/2023
CAMILLUS NY 13031
DOL DOL RICHARD MACONE 8617 THIRD AVE 09/17/2018 09/17/2023
BROOKLYN NY 11209
DOL DOL *****9148 RICHARD TIMIAN RICH T 108 LAMONT AVE 10/16/2018 10/16/2023
CONSTRUCTI SYRACUSE NY 13209
ON
DOL DOL RICHARD TIMIAN JR 108 LAMONT AVE 10/16/2018 10/16/2023
SYRACUSE NY 13209
DOL DOL RICHARD TIMIAN JR 108 LAMONT AVE 11/13/2018 11/13/2023
SYRACUSE NY 13209
DOL DOL RICHARD WILSON C/O DUFOUR GROUP INC 06/10/2014 06/10/2019
353 WEST 56TH STREET
#7MNEW YORK NY 10019
DOL DOL *****8618 RIEKS CONTRACTING LLC 4804 GAHWILER ROAD 05/01/2015 05/01/2020
AUBURN NY 13021
DOL DOL ROBBYE BISSESAR 89-51 SPRINGFIELD BLVD 01/11/2003 01/11/3003
QUEENS VILLAGE NY 11427
DOL DOL ROBERT BRUNO 3 GAYLORD ST 11/15/2016 11/15/2021
AUBURN NY 13021
DOL DOL *****1855 ROBERT D BISHOP JR ROBERT D P 0 BOX 112 07/15/2014 07/15/2019
BISHOP JR MORRISSONVILLE NY 12962
DOL DOL ROBERT D BISHOP JR P 0 BOX 112 07/15/2014 07/15/2019
MORRISONVILLE NY 12962
DOL NYC ROBERT GUIDO 3256 BRUNER AVENUE 07/29/2014 07/29/2019
BRONX NY 10469
NYSDOL Bureau of Public Work Debarment List 02/11/2019
Article 8
DOL DOL ROBERT TORDELLA 125 CHAUTAUQUA AVENUE 06/24/2015 06/24/2020
LAKEWOOD NY 14750
DOL DOL *****3859 ROCHESTER ACOUSTICAL P O BOX 799 02/19/2016 02/19/2021
CORP HILTON NY 14468
DOL DOL RODERICK PUGH 404 OAK ST 07/23/2018 07/23/2023
SUITE 101SYRACUSE NY
13203
DOL DOL *****4880 RODERICK PUGH 404 OAK ST 07/23/2018 07/23/2023
CONSTRUCTION INC SUITE 101SYRACUSE NY
13203
DOL NYC RODNEY SCOTT 201 HEMPSTEAD AVENUE 10/30/2015 10/30/2020
WEST HEMPSTEAD NY 11552
DOL DOL ROMEO WARREN 161 ROBYN RD 09/16/2013 09/15/2019
MONROE NY 10950
DOL DOL ROMEO WARREN 161 ROBYN RD 01/30/2018 01/30/2023
MONROE NY 10950
DOL DOL ROSEANNE CANTISANI F02/21/2017
06/12/2023
DOL DOL RYAN ALBIE 21 S HOWELLS POINT ROAD 02/21/2022
BELLPORT NY 11713
DOL DOL *****3347 RYAN ALBIE CONTRACTING 21 S HOWELLS POINT ROAD 02/21/2022
INC BELLPORT NY 11713
DOL NYC SABIR MUHAMMED SUITE B-8 04/21/2021
782 PELHAM PARKWAY
SOUTHBRONX NY 10462
DOL NYC SAEED HASAN 4558 BROADWAY#6 08/04/2019
NEW YORK NY 10040
DOL NYC *****2117 SCOTT ELECTRICAL LLC 201 HEMPSTEAD AVENUE 10/30/2015 10/30/2020
WEST HEMPSTEAD NY 11552
DOL DOL *****9751 SCW CONSTRUCTION 544 OLD ROUTE 23 02/14/2017 02/14/2022
ACRE NY 12405
DOL DOL SEAN BURBAGE C/O SEAN 445 ROOSA GAP ROAD 04/14/2014 04/14/2019
BURBAGE BLOOMINGBURG NY 12721
CORP
DOL DOL *****6586 SEAN BURBAGE CORP 445 ROOSA GAP ROAD 04/14/2014 04/14/2019
BLOOMINGBURG NY 12721
DOL AG SERGIO RAYMUNDO 109 DUBOIS RD 05/20/2016 05/20/2021
NEW PALTZ NY 12561
DOL DOL *****1961 SHANE BURDICK CENTRAL 2238 BAKER ROAD 03/12/2018 03/12/2023
TRAFFIC GILLETT PA 16923
CONTROL,
LLC
DOL DOL SHANE BURDICK 2238 BAKER ROAD 03/12/2018 03/12/2023
GILLETT PA 16923
DOL DOL SHANE NOLAN 9365 WASHINGTON ST 07/23/2018 07/23/2023
LOCKPORT IL 60441
DOL DOL *****0816 SOLAR ARRAY SOLUTIONS, 9365 WASHINGTON ST 07/23/2018 07/23/2023
LLC LOCKPORT IL 60441
DOL DOL *****4025 SOLUTION MATTERS INC 198 NORWOOD ROAD 11/19/2015 11/19/2020
PORT JEFFERSON NY 11776
DOL NYC *****4934 SPHINX CONTRACTING CORP 240 HOME STREET 08/04/2014 08/04/2019
TEANECK NJ 07666
DOL DOL *****3496 STAR INTERNATIONAL INC 89-51 SPRINGFIELD BLVD 08/11/2003 08/11/3003
QUEENS VILLAGE NY 11427
DOL DOL *****9751 STEPHEN C WAGAR 544 OLD ROUTE 23 02/14/2017 02/14/2022
ACRE NY 12405
DOL DOL STEVE TATE 415 FLAGER AVE 10/31/2018 10/31/2023
#302STUART FL 34994
DOL DOL STEVEN P SUCATO 15-68 208TH STREET 06/23/2016 06/23/2021
BAYSIDE NY 11360
DOL DOL STEVEN SAGGESE 3005 WYNSUM AVENUE 08/18/2014 08/18/2019
MERRICK NY 11566
DOL DOL STEVEN TESTA 50 SALEM STREET-BLDG B 01/23/2017 01/23/2022
LYNNFIELD MA 01940
DOL NYC *****9432 SUBLINK LTD 346 THIRD AVENUE 11/19/2015 11/19/2020
PELHAM NY 10803
DOL DOL *****8209 SYRACUSE SCALES,INC 158 SOLAR ST 01/07/2019 01/07/2024
SYRACUSE NY 13204
DOL DOL *****7441 T&T CONCRETE INC 2560 HAMBURG TURNPIKE 07/08/2015 07/08/2020
P O BOX 367LACKAWANNA NY
14218
DOL DOL *****7417 TADCO CONSTRUCTION 101-61 99TH STREET 02/15/2017 02/15/2022
OZONE PARK NY 11416
DOL DOL TADCO CONSTRUCTION 101-61 99TH STREET 02/15/2017 02/15/2022
OZONE PARK NY 11416
DOL DOL *****7417 TADCO CONSTRUCTION 101-61 99TH STREET 02/15/2017 02/15/2022
CORP 0ZONE PARK NY 11416
NYSDOL Bureau of Public Work Debarment List 02/11/2019
Article 8
DOL DOL TALAILA OCAMPA 1207 SW 48TH TERRACE 01/16/2018 01/16/2023
DEERFIELD BEACH FL 33442
DOL DOL TAMMY LACITIGNOLA C/O CATSKILL FENCE INSTAL 08/22/2014 08/22/2019
5445 ROUTE 32CATSKILL NY
12414
DOL DOL *****9852 TAP STEEL INC ROUTE 26 3101 01/28/2016 01/28/2021
P O BOX 457CONSTABLEVILLE
NY 13325
DOL DOL TECH-MECHANICAL FAB DC 5 PARKER AVENUE 03/25/2014 03/25/2019
INC POUGHKEEPSIE NY 12601
DOL DOL *****5570 TESTA CORP 50 SALEM STREET-BLDG B 01/23/2017 01/23/2022
LYNNFIELD MA 01940
DOL DOL *****0887 THE BRINSON PAINTING 72 TAUNTON PLACE 04/14/2015 04/14/2020
CORPORATION BUFFALO NY 14216
DOL DOL *****5766 THE COKER CORPORATION COKER 2610 SOUTH SALINA ST 12/04/2018 12/04/2023
CORPORATIO SUITE 14SYRACUSE NY 13205
N
DOL DOL *****8174 THE DALRYMPLE UNIT 278 12/01/2015 12/01/2020
CORPORATION 541 10TH STREET
NWATLANTA GA 30318
DOL DOL *****8174 THE DALRYMPLE GROUP LLC 289 JONESBORO RD/STE 216 12/01/2015 12/01/2020
MCDONOUGH GA 30253
DOL DOL *****9243 THE WELCOME MAT P 0 BOX 268 09/16/2013 03/21/2019
PROPERTY MANAGEMENT STILLWATER NY 12170
LLC
DOL DOL TIMOTHY A PALUCK C/O TAP STEEL INC 01/28/2016 01/28/2021
RTE 26 3101/P 0 BOX
457CONSTABLEVILLE NY
13325
DOL DOL *****0600 TOMSON ALLOYS RECYCLING 143 FILLMORE AVENUE 01/08/2015 01/08/2020
INC BUFFALO NY 14210
DOL DOL *****3453 TORCHIA'S HOME 10153 ROBERTS RD 08/09/2016 08/09/2021
IMPROVEMENT SAUQUOIT NY 13456
DOL DOL *****6914 TRI-COUNTY RESTORATIONS 13 SUMMERSET DRIVE 08/22/2014 08122/2019
&CONSTRUCTION INC WALLKILL NY 12589
DOL DOL TRI-COUNTY RESTORATIONS 392 ROCK CUT ROAD 08122/2014 08/22/2019
INC WALDEN NY 12586
DOL DOL *****8311 TRIPLE B FABRICATING,INC 61 WILLETT ST 10/26/2016 10/26/2021
PASSAIC NJ 07503
DOL DOL *****9407 TURBO GROUP INC 15-68 208TH STREET 06/23/2016 06/23/2021
BAYSIDE NY 11360
DOL NYC *****7174 V&R CONTRACTING P 0 BOX 957 03/12/2014 03/12/2019
PORT JEFFERSON STA NY
11776
DOL DOL *****6392 V M K CORP 8617 THIRD AVE 09/17/2018 09/17/2023
BROOKLYN NY 11209
DOL NYC VALERIE VISCONTI 346 THIRD AVENUE 11/19/2015 11/19/2020
PELHAM NY 10803
DOL DOL VICTOR ROTENBERG C/O GMDV TRANS INC 06/24/2016 06/24/2021
67048 182ND STREETFRESH
MEADOWS NY 11365
DOL NYC VIKTAR PATONICH 2630 CROPSEY AVE 10/30/2018 10/30/2023
BROOKLYN NY 11214
DOL NYC VINCENT PIZZITOLA P 0 BOX 957 03/12/2014 03/12/2019
PORT JEFFERSON STA NY
11776
DOL NYC VITO GARGANO 1535 RICHMOND AVE 12/13/2017 12/13/2022
STATEN ISLAND NY 10314
DOL DOL WAYNE LIVINGSTON JR NORTH 23167 COUNTY ROUTE 59 10/24/2016 10/24/2021
COUNTRY DEXTER NY 13634
DRYWALL
AND PAINT
DOL DOL WHITE PLAINS CARPENTRY 442 ARMONK RD 06/12/2018 06112/2023
CORP
DOL DOL WILLIAM C WATKINS 1229 JAMES STREET 05/02/2017 05/02/2022
SYRACUSE NY 13203
DOL DOL WILLIAM CONKLIN 5 PARKER AVENUE 03/25/2014 03/25/2019
POUGHKEEPSIE NY 12601
DOL DOL WILLIAM DEAK C/O MADISON AVE CONSTR 11/02/2016 11/02/2021
CO
39 PENNY STREETWEST ISLIP
NY 11795
DOL DOL WILLIE BRINSON 72 TAUNTON PLACE 04/14/2015 04/14/2020
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DOL DOL *****6195 WILSON BROTHER DRYWALL 36 ABERSOLD STREET 08/31/2015 08/31/2020
CONTRACTORS ROCHESTER NY 14621
DOL DOL *****4043 WINDSHIELD INSTALLATION 200 LATTA BROOK PARK 03/08/2018 03/08/2023
NETWORK,INC HORSEHEADS NY 14845
NYSDOL Bureau of Public Work Debarment List 02/11/2019
Article 8
DOL DOL "'"4730 XGD SYSTEMS,LLC TDI GOLF 415 GLAGE AVE 10/31/2018 10/31/2023
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DOL DOL ""'7345 YES SERVICE AND REPAIRS 145 LODGE AVE 08/09/2016 08/09/2021
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11476
DOL DOL YURIY IVANIN C/O MOUNTAIN'S AIR INC 09/24/2012 09/18!2020
2471 OCEAN AVENUE-STE
7ABROOKLYN NY 11229
DOL NYC ZAKIR NASEEM 30 MEADOW ST 10/10/2017 10/10/2022
BROOKLYN NY 11206
DOL NYC "'"'8277 ZHN CONTRACTING CORP 30 MEADOW ST 10/10/2017 10/10/2022
BROOKLYN NY 11206
PRIME CONTRACTOR'S CERTIFICATION
NEW YORK STATE LABOR LAW,SECTION 220-a
1. That I am an officer of and am duly authorized to
make this affidavit on behalf of the prime contractor on public contract No.
2. That I fully comprehend the terms and provisions of Section 220-a of the Labor Law.
3. That,except as herein stated,there are no amounts due and owing to or on behalf of laborers employed on the project
by the contractor. (Set forth any unpaid wages and supplements,if none,so state).
NAME AMOUNT
4. That the contractor hereby files every verified statement required to be obtained by the contractor from the
subcontractors.
5. That, upon information and belief, except as stated herein, all laborers (exclusive of executive or supervisory
employees)employed on the project have been paid the prevailing wages and supplements for their services through
,the last day worked on the project by their subcontractor. (Set forth any unpaid wages
and supplements,if none,so state and utilize clause 5A(below).
NAME AMOUNT
(5A) That the contractor has no knowledge of amounts owing to or on behalf of any laborers of its subcontractors.
Page 1 of 2
PRIME CONTRACTOR'S CERTIFICATION
NEW YORK STATE LABOR LAW,SECTION 220-a
(continued)
6. In the event it is determined by the Commissioner of Labor that the wages or supplements or both of any such
subcontractors have not been paid or provided pursuant to the appropriate schedule of wages and supplements,then
the contractor shall be responsible for payment of such wages and supplements pursuant to the provision of Section
223 of the Labor Law.
SIGNATURE
PRINT NAME
TITLE
ACKNOWLEDGMENT:
STATE OF
SS:
COUNTY OF
On the day of in the year 20_,before me,the undersigned, a Notary Public in and
for said State,personally appeared ,personally known to me or proved to me on
the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument
and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their
signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted,executed
the instrument.
Notary Public
If this affidavit is verified by an oath administered by a notary public in a foreign country other than Canada,it must be
accompanied by a certificate authenticating the authority of the notary who administers the oath. (See CPLR Section
2309(c);Real Property Law,Section 311,312).
Page 2 of 2
SUBCONTRACTOR'S CERTIFICATION
NEW YORK STATE LABOR LAW,SECTION 220-a
1. That I am an officer of a subcontractor on public contract No.
and I am duly authorized to make this affidavit on behalf of the firm.
2. That I make this affidavit in order to comply with the provisions of Section 220-a of the Labor Law.
3. That on we received from , the prime
contractor, a copy of the initial/revised schedule of wages and supplements Prevailing Rate Case Number(PRC)
specified in the public improvement contract.
4. That I have reviewed such schedule(s),and agree to pay the applicable prevailing wages and to pay or provide the
supplements specified therein.
SIGNATURE
PRINT NAME
TITLE
ACKNOWLEDGMENT:
STATE OF
SS:
COUNTY OF
On the day of in the year 20_,before me,the undersigned, a Notary Public in and
for said State,personally appeared ,personally known to me or proved to me on
the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument
and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their
signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted,executed
the instrument.
Notary Public
If this affidavit is verified by an oath administered by a notary public in a foreign country other than Canada,it must
be accompanied by a certificate authenticating the authority of the notary who administers the oath. (See CPLR
Section 2309(c);Real Property Law, Section 311,312).
200-08 Special Provisions to Section 80.
Additions after the end of the first paragraph of Section 80-01 Subletting of contract.
All Subcontractors shall be approved,by the Owner prior to being utilized on the project. The
Subcontractor shall submit a Subcontractor Approval Request to the Engineer fourteen(14)
days prior to beginning work on the project. As a minimum,the information shall include the
following:
- Subcontractor's legal company name.
- Subcontractor's legal company address, including County name.
- Principal contact person's name,telephone and fax number.
- Complete narrative description, and dollar value of the work to be performed by the
subcontractor.
- Copies of required insurance certificates in accordance with the specifications.
- Minority/non-minority status.
In the first sentence of Section 80-02 Notice to proceed,after"The notice to proceed",
INSERT the following,"will-be issued by the Owner".
In the second sentence of Section 80-02 Notice to proceed,DELETE,"Contractor shall
begin the work to be performed under the contract within 10 days of the date set by the
Engineer in the written notice to proceed,but in any event,the".
DELETE the first sentence of Section 80-03 Execution and progress,and INSERT the
following,"Unless otherwise specified,the Contractor shall submit his/her coordinated
construction schedule showing all work activities for the Engineer's approval at least 10
days prior to the start of work.".
Additions after the end of the first paragraph of Section 80-03 Execution and progress.
The Contractor shall submit a coordinated construction schedule for all work activities.
The schedule shall be prepared as a network diagram in Critical Path Method(CPM),
Program Evaluation and Review Technique(PERT), or other format, or as otherwise
specified in the contract.As a minimum,it shall provide information on the sequence of
work activities,milestone dates, and activity duration.
The Contractor shall maintain the work schedule and_provide an update and analysis of
the progress schedule on a twice monthly basis, or as otherwise specified in the contract.
Submission of the work schedule shall not relieve the Contractor,of overall responsibility
for scheduling,sequencing, and coordinating all work to comply with the requirements of
the contract.
In the second sentence of the second paragraph of Section 80-03 Execution and progress,
after"notify the Engineer at least",DELETE,"24 hours",and INSERT the following,"3
days".
In the first sentence of the third paragraph of Section 80-03 Execution and progress, after
-shall not commence any actual construction",INSERT the following,"activities".
.Additions to the,end of the first paragraph of Section 80-04.1 Operational safety on airport
during construction.
2014 GP 200-76
The Safety Plan Compliance Document(SPCD)can be found in Appendix 3 of the
CSPP.
Additions to the end of the fourth paragraph of Section 80-04.1 Operational safety on
airport during construction.
If the requested changes are acceptable to all the aforementioned parties,the Engineer
will request a modification to the CSPP from the FAA. The Contractor shall plan on a
minimum of 90 days for this process to be completed.No deviation to the original CSPP
shall be made without FAA approval.
In Section 80-07 Determination and extension of contract time,DELETE a. (1)in its
entirety and INSERT the following
(1) No time shall be charged for days on which the Contractor is unable to proceed with
work on the items under construction at the time with the normal work force
employed on such items. Such days on which the Contractor chooses to engage in
work which require the presence of an inspector will be charged against contract
time. Conditions beyond the Contractor's control such as strikes, lockouts, unusual
delays in transportation,temporary suspension of the principal item of work under
construction or temporary suspension of the entire work which have been ordered by
the Owner for reasons not the fault of the Contractor, shall not be charged against the
contract time.
In Section 80-07 Determination and extension of contract time,DELETE a. (2)in its
entirety and INSERT the following
(2) The Engineer will begin charges against the contract time on the date stated in the
notice to proceed.
Additions after the second sentence of the first paragraph of 80-11 Work area,storage area
and sequence of operations.
During the work of this Contract,the Owner will make such arrangements to coordinate
aircraft movements and Airport operations as necessary to conform to the construction
procedures outlined in the Construction Safety and Phasing Plan, and as shown on the
Contract Drawings. The Contractor shall give adequate notice to the Engineer, so as to
afford time to coordinate construction with the Owner.
In the fourth sentence of the first paragraph of Section 80-11 Work area,storage area and
sequence of operations, after"material stockpiles shall be stored",INSERT,"at locations
determined during construction such that they do not interfere with",and after"an active
runway",INSERT,"or taxiway".
200-09 Special Provisions to Section 90.
Additions after the end of the first paragraph of Section 90-05 Payment for extra work.
1. Agreed Price/Time and Materials Work. All agreed price and time and materials work
shall be approved by the Owner and the FAA prior to proceeding with the work. The
2014 GP 200-77
Engineer and Contractor shall be responsible for tracking the number of employees,
number of hours and classification of each employee,numbers of hours that equipment is
utilized and materials utilized for the extra work that is paid utilizing time and materials
work.
a. Miscellaneous.No additional allowance will be made for general superintendence,
the use of small tools, or other costs for which no specific allowance is herein
provided.
b. Comparison of Record. The Contractor and the Engineer shall compare records of
the cost of agreed price/time and materials work at the end of each day.Agreement
shall be indicated by signature of the Contractor and the Engineer or their duly
authorized representatives.
c. Statement.No payment will be made for work performed on a agreed price/time and
materials basis until the Contractor has furnished the Engineer with duplicate
itemized statements of the cost of such agreed price/time and materials work detailed
as follows:
(1) Name, classification, date, daily hours,total hours,rate and extension for each
laborer and foreman.
(2) Designation, dates, daily hours,total hours,rental rate, and extension for each
unit of machinery and equipment.
(a) Contractor Owned Equipment Trucks and Plant.- Contractor shall be
reimbursed for its ownership costs and for its operating costs for self-owned
equipment at the rates listed in the Rental Rate Blue Book published by
Dataquest,Inc. applied in the following manner as modified by the"Rate
Adjustment Table":
(i) Ownership Costs--It is mutually understood that the rates for
ownership costs reimburse the Contractor for all non-operating costs of
owning the equipment,truck or plant including depreciation on the
original purchase, insurance, applicable taxes,interest on investment,
storage, overhead,repairs,moving the equipment onto and away from
the project or work site, and profit.Reimbursement will be made for
the hours of actual use as described below.
(ii) Less than 8 hours of actual use,the product of the actual number of
hours used or fraction thereof multiplied by the hourly rate, or the daily
rate,whichever is less.
(iii) Between 8 hours and 40 hours of actual use,the product of the actual
number of hours used divided by 8 multiplied by the daily rate, or the
weekly rate,whichever is less.
(iv) Between 40 and 176 hours of actual use, the product of the actual
number of hours used divided by 40 multiplied by the weekly rate,or
the monthly rate,whichever is less.
2014 GP 200-78
(v) Over 176 hours of actual use,the product of the actual number of hours
used divided by 176 multiplied by the monthly rate.
(vi) Operating Costs--The rate for operating costs includes fuel,
lubricants, other operating expendables, and preventative and field
maintenance. Operating cost does not include the operator's wages.
The Contractor shall be reimbursed the product of the number of hours
of actual use multiplied by the Estimated Operating Cost/Hour.
(vii) The rates used shall be those in effect at the time the agreed price/time
and materials work is done as reflected in the then current publication
of the Rental Rate Blue Book. When agreed price/time and materials
type analysis are used to establish agreed prices in accordance with
paragraph A above,the rates used shall be those in effect when the
agreed price is developed by the Contractor.
(viii) In the event that a rate is not established in the Rental Rate Blue Book
for a particular piece of equipment,truck or plant,the Engineer shall
establish rates for ownership costs and operating costs for that piece of
equipment,truck or plant that is consistent with its cost and expected
life.
(ix) The geographic Regional Adjustment Factor shown in the map at the
beginning of each section of the Rental Rate Blue Book shall not be
applied to the equipment rates subsequently listed in each section, and
shall not be used as a basis for payment.
(b) Rented Equipment,Trucks and Plant—
(i) In the event that the Contractor does not own a specific type of
equipment and must obtain it by rental, it shall be paid the actual rental
rate for the equipment for the time that the equipment is used to
accomplish the work or is required by the Engineer to be present, not
to exceed the adjusted rental rate in the Rental Rate Blue Book,plus
the reasonable cost of moving the equipment onto and away from the
project site.
(ii) The Contractor shall also be reimbursed for the operating cost of the
equipment unless reflected in the rental price. Such operating cost shall
be determined in the same manner as specified for Contractor Owned
Equipment above.
(iii) In the event that area practice dictates the rental of equipment with an
operator or fully fueled and maintained equipment,truck or plants,
paymenIt will be made on the basis of an invoice for the rental of the
equipment with an operator, fully fueled and/or maintained equipment,
trucks or plants including all costs incidental to its use,including costs
of moving to and from the site,provided the rated is substantiated by
area practice.
(c) Maximum Amount Payable--The maximum amount of reimbursement for
the ownership costs of Contractor owned or the rental cost of rented
2014 GP 200-79
equipment,trucks or plant is limited to the original purchase price of the
equipment,truck or plant for any agreed price/time and materials work as
listed in the Green Guide for Construction Equipment published by the
Dataquest,Inc. In the specific event when the ownership or rental
reimbursement is limited by the original purchase price,the Contractor shall,
nevertheless,be reimbursed for the operating Cost/Hour for each hour of
actual use.
(3) Quantities of materials,prices, and extensions.
(4) Transportation of materials.
(5) Overhead and Profit. If any of the work is performed by a subcontractor,the
Contractor shall be paid the actual and reasonable cost of such subcontracted
work computed as outlined in a through d above, or on such other basis as may
be approved by the Owner. Subcontractor profit and overhead shall be paid as
outlined in this section,plus an additional allowance of five percent(5%) of
materials and direct labor to cover the Contractor's profit, superintendence,
administration, insurance and other overhead.For the purposes of computing
overhead and profit, only one level or tier of subcontractors will be allowed.
Overhead shall be defined to include,but not be limited to:
- premium on bonds;
- premium on insurance required by workman's compensation insurance,
public liability and property damage insurance,unemployment
insurance, social security tax, and other payroll taxes and such
reasonable charges that are paid by the Contractor pursuant to written
agreement with his/her employee;
- all salary and expenses of executive officers, supervising officers or
supervising employees;
- all clerical or stenographic employees;
- all charges for minor equipment, such as small tools, including shovels,
picks, axes, saws,bars,sledges,lanterns,jacks, cables,pails,wrenches,
etc. and other miscellaneous supplies and services;
- all drafting room accessories such as paper,tracing cloth,blueprinting,
etc.
Overhead and profit cost shall be computed at 20 percent of the following:
- Total Direct Labor Cost(actual hours worked multiplied by the basic
hourly wage rate)plus supplemental benefits payments,payroll taxes,
insurance payments and other labor related fringe benefit payments as
defined in'a'above,but not including the overtime additive payments.
Overhead and profit shall not be paid on the premium portion of
overtime.
- Total Cost of Materials as defined in c and d above.
Additions to the end of the first paragraph of Section 90-06 Partial payments.
No partial payments will be made for work items lacking approved submittals, or lacking
acceptable manufacturer's material certifications.
2014 GP 200-80
Additions to the end of the second paragraph of Section 90-06 Partial payments.
Any delay or postponement of payment from the above referenced time frame
may occur only for good cause following written approval of the Airport
Sponsor. This clause applies to both DBE and non-DBE subcontractors.
Contractors shall include in their subcontracts language providing that Contractors and
subcontractors will use appropriate alternative dispute resolution mechanisms to resolve
payment disputes.
The Contractor will not be reimbursed for work performed by subcontractors unless and
until the Contractor ensures that the subcontractors are promptly paid for the work they
have performed.
Additions to the end of Section 90-08 Payment of withheld funds.
e. Deposits in escrow shall be maintained for a period of time described in the
subsection titled GUARANTY of this section, or the Contractor shall furnish a bond
as described in the subsection titled SECURITY FOR GUARANTEE of this section.
90-12 Lien law. If, at any time before or within thirty(30)days after the work of this Contract has been
completed and accepted by the Owner, any person or persons claiming to have performed any labor or
furnished any material toward the performance or completion of this Contract shall file with the Engineer
and with the financial officer of the Owner, or other officer or person charged with the custody and
disbursement of the Owner's funds applicable to this Contract under which the claim is made, such notice
as is prescribed in the Act of Legislature of the State of New York passed February 17,1909, entitled an
"Act in Relation to Liens", and the acts amendatory thereof or supplementary thereto, then and in every
such case the party of the first part shall retain (anything herein contained to the contrary thereof
notwithstanding)from the monies under its control and due or to grow due under this Agreement, as
much of such monies as shall be sufficient to pay, satisfy and discharge the amount in such notice claimed
to be due to the person or persons filing such lien,together with the reasonable cost of any actions
brought to enforce such claim or the lien creating by the filing of such notice. The monies so retained
shall be retained by the party of the first part until the lien thereon created by the said act and filing of said
notice shall be discharged pursuant to the provisions of said act or acts.
90-13 Security for construction warranty. The Contractor shall upon final acceptance of the work,
furnish a bond to the Owner in a penal sum equal to five percent(5%) of the amount of the Contract price,
executed by a surety company authorized by the Department of Insurance of the State of New York to
execute such a bond in this State, and which bond shall be approved as to form and manner of execution
by the Owner's attorney. This bond shall be conditioned for the faithful performance by the said
Contractor of the conditions and stipulations of the subsection titled ACCEPTANCE AND FINAL
PAYMENT of this section,thereof relating to maintenance and repair, for a period of one(1)year from
the date of the final acceptance of the work. In default of the filing of such bond, a sum of money equal
to said five percent(5%)may be retained out of any monies due to the Contractor and be held for one(1)
year, or until the bond above described is filed.
For Contractors who have elected to set up an escrow account,they may elect to maintain the escrow
account for a period of one(1)year from the date of final acceptance of the work in lieu of providing a
bond for security of guarantee as described above.
END OF SECTION 200
2014 GP 200-81
SECTION 011000-SUMMARY
PART 1 -GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section.
B. Reference materials are available to illustrate existing condition and are intended for information
only unless otherwise noted.
1.2 SUMMARY
A. Section Includes:
1. Project information.
2. Work covered by Contract Documents.
3. Access to site.
4. Work restrictions.
5. Specification and drawing conventions.
B. Related Requirements:
1. Division 01 Section "Temporary Facilities and Controls" for limitations and procedures
governing temporary use of Owner's facilities.
1.3 PROJECT INFORMATION
A. Project Identification: Airfield Electrical Vault Rehabilitation
1. Project Location: Elizabeth Field Airport,Fishers Island, Suffolk County,N.Y.
B. Owner: Town of Southold/Fishers Island Ferry District
C. Architect/Engineer: C&S Engineers, Inc., 499 Colonel Eileen Collins Blvd, Syracuse N.Y.
Contact Person: Thomas Horth,P.E.thorthQcscos.com
D. Construction Manager: C&S Engineers, Inc., 499 Colonel Eileen Collins Blvd, Syracuse N.Y.
Contact Person: TBD.
1. Construction Manager has been engaged for this Project to serve as an advisor to Owner
and to provide assistance in administering the Contract for Construction between Owner
and each Contractor.
SUMMARY 011000 - 1
1.4 WORK COVERED BY CONTRACT DOCUMENTS
A. The Work of Project is defined by the Contract Documents and consists of the following:
The proposed project involves minor rehabilitation of an existing 265 sq.ft. electrical vault,
including replacing miscellaneous airfield lighting equipment, minor interior and exterior
structural and architectural repairs, installation of a new interior shelving system for equipment,
and installation of new HVAC system.
1.5 ACCESS TO SITE
A. General: Contractor shall have limited use of Project site for construction operations as indicated
on Drawings by the Contract limits and as indicated by requirements of this Section.
B. Use of Site: Do not disturb portions of Project site beyond areas in which the Work is indicated.
1. Access to secure areas by contractor employees and deliveries is restricted in accordance
with Section 80-04 of the contract documents.
2. Limit work and storing of equipment and materials to the contractor staging and work areas
indicated on the contract drawings.
3. Limit access to work site through the active aircraft apron areas to the contractor access
routes indicated in the contract drawings.
4. Keep entrances serving the occupied areas of the building clear and available to the Owner,
Public and airport employees, and emergency vehicles at all times. Do not use these areas
for parking or storage of materials.
a. Schedule deliveries to minimize space and time requirements for storage of
materials and equipment on-site.
C. Condition of Existing Building: Maintain existing building in a weather tight condition
throughout construction period to protect electrical equipment to remain operational during
construction operations. Repair damage caused by construction operations. Also, maintain areas
of existing building within the contractors work area weather tight to protect existing systems,
equipment and finishes.
1.6 WORK RESTRICTIONS
A. Work Restrictions, General: Comply with restrictions on construction operations and the
Construction Safety Phasing Plan.
1. Comply with limitations on use of public streets and with other requirements of authorities
having jurisdiction.
B. On-Site Work Hours:
SUMMARY 011000 -2
The work of this contract may require periods of 2"d and 31 shift work and weekend work in
addition to normal 1 s` shift work to accommodate airport and vendor operations. Refer to
Construction Phasing Plans and Narrative for additional information.
1. Non-nal working hours (I" shift) will be between the hours of 8:00 a.m. and 3:30 p.m.,
Monday through Friday, unless otherwise indicated. The Contractor can work later as
required to accommodate the construction schedule.
2 2"d Shift, 3rd Shift and Weekend Hours: As required and coordinated through the
Construction Manager and Owner for utility,Electrical, or HVAC shutdowns or work that
is disruptive to airport operations because of noise,dust or fumes.
3. Hours for Utility Shutdowns: Late nights, early mornings and weekends as required to
minimize impact to airport operations.
C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or
others unless permitted under the following conditions and then only after providing temporary
utility services according to requirements indicated:
1. Notify Construction Manager not less than three days in advance of proposed utility
interruptions.
2. Obtain Construction Manager's written permission before proceeding with utility
interruptions.
D. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and
vibration,odors, or other disruption to Owner occupancy with Construction Manager and Owner.
1. Notify Construction Manager not less than three days in advance of proposed disruptive
operations including but not limited to building demolition.
2. Obtain Construction Manager's written permission before proceeding with disruptive
operations.
3. Schedule for after normal business hours or weekends.
E. Nonsmoking Building: Smoking is not permitted in the work zone adjacent to the aircraft apron
area east of the terminal building,in the building or within 50 feet of entrances,operable windows,
or outdoor-air intakes on the street side of the terminal building.
F. Controlled Substances: Use of tobacco products and other controlled substances within the
existing building is not permitted.
G. Employee Identification: See security and employee badge requirements in Section 200 of the
contract documents.
H. Employee Screening: See Section 80 — Construction Safety Phasing Plan of the contract
documents for the requirements for fingerprinting and background screening of Contractor
personnel working in the secure area on Project site.
SUMMARY 011000-3
1.7 CONSTRUCTION MANAGEMENT SOFTWARE(CMS)PROCORE REQUIREMENTS
A. The Prime Contractor shall provide its management personnel, including Field Superintendent,
assigned to this Project with access to computer and internet on a daily basis.
B. The Prime Contractor shall conduct Project controls,outlined by Construction Manager,utilizing
an Owner provided web based construction management software PROCORE. Access to this
CMS application will be provided by Construction Manager. No additional software will be
required by the Contractor.
C. The Prime Contractor shall visit the Project CMS on a daily basis, and as necessary to be kept
fully appraised of Project developments, for correspondence, assigned tasks and other matters
that transpire on the site. These may include but are not limited to: RFI's, action items, meeting
minutes, discussion threads, revisions to contract drawings and or specifications, submittals,
punch list items, and daily reports.
D. The Prime Contractor shall provide, at minimum, the following to its staff appointed to this
Proj ect:
1. Computer: Minimum Intel Pentium 300 MHz or equivalent processor. (Recommended:
2.4GHz,4M, 1066 MHz FSB) Computer Operation System: Windows 10.
2. IPad or Tablet with internet or Wi-Fi capability.
3. Web Browser:Microsoft Internet Explorer 10 or earlier/Google Chrome.
4. Internet Service Provider: A reliable ISP in the area of the Project as determined by
Construction Manager.
5. Connection Speed/Minimum Bandwidth:56K modem,(highly recommend ISDN,DSL or
Cable Modem Line for greater connection speed).
1.8 SPECIFICATION AND DRAWING CONVENTIONS
A. Specification Content: The Specifications use certain conventions for the style of language and
the intended meaning of certain terms, words, and phrases when used in particular situations.
These conventions are as follows:
1. Imperative mood and streamlined language are generally used in the Specifications. The
words "shall," "shall be," or "shall comply with," depending on the context, are implied
where a colon(:)is used within a sentence or phrase.
2. Specification requirements are to be performed by Contractor unless specifically stated
otherwise.
B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work
of all Sections in the Specifications.
SUMMARY 011000 -4
C. Drawing Coordination: Requirements for materials and products identified on Drawings are
described in detail in the Specifications. One or more of the following are used on Drawings to
identify materials and products:
1. Terminology:Materials and products are identified by the typical generic terms used in the
individual Specifications Sections.
2. Keynoting: Materials and products are identified by reference keynotes referencing
Specification Section numbers found in this Project Manual.
PART 2-PRODUCTS (Not Used)
PART 3 -EXECUTION(Not Used)
END OF SECTION 011000
SUMMARY 011000- 5
SECTION 012100—ALLOWANCES
PART 1 -GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes administrative and procedural requirements governing allowances.
B. Types of allowances include the following:
1. Utility allowance.
1.3 CONTINGENCY ALLOWANCE
A. Use of the contingency allowance is only as directed by the Owner or the Architect on behalf of
the Owner by Change Orders that indicate amounts to be charged to the allowance.
B. Contractor's overhead, profit, for change order work ordered by Owner under the contingency
allowance will be paid for in the allowance and are not part of the Contract Sum.
C. Change Orders authorizing use of funds from the contingency allowance will include Contractor's
related costs for labor, equipment and materials and allowable overhead and profit margins as
indicated in Section 200-09 of the contract documents.
D. At Project closeout, unused amounts remaining in the contingency allowance will be credited
back to the Owner by Change Order.
PART 2-PRODUCTS (Not Used)
PART 3 -EXECUTION
3.1 SCHEDULE OF ALLOWANCES
A. Allowance No. 1 (ALG-1): Utility Allowance
Note: An allowance for utility-related work of Twenty thousand Dollars 00/100($20,000)
shall be included in the Base Bid amount.
END OF SECTION 012100
ALLOWANCES 012100- 1
SECTION 012300-ADD-ONS
PART I -GENERAL
1.1 RELATED DOCUMENTS
1. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
1. Section includes administrative and procedural requirements for add-ons.
1.3 DEFINITIONS
1. Add-on: An amount proposed by bidders and stated on the Bid Form for certain work defined in
the bidding requirements that may be added to the base bid amount if the Owner decides to accept
a corresponding change either in the amount of construction to be completed or in the products,
materials, equipment, systems,or installation methods described in the Contract Documents.
1. Add-ons described in this Section are part of the Work only if enumerated in the
Agreement.
2. The cost for each add-on is the net addition to the Contract Sum to incorporate add-ons
into the Work.No other adjustments are made to the Contract Sum.
1.4 PROCEDURES
I. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate work
of the add-on into Project.
1. Include as part of each add-on,miscellaneous devices,accessory objects,and similar items
incidental to or required for a complete installation whether or not indicated as part of add-
on.
2. Execute accepted add-ons under the same conditions as other work of the Contract.
3. Schedule: A schedule of add-ons is included at the end of this Section. Specification Sections
referenced in schedule contain requirements for materials necessary to achieve the work described
under each add-on.
ADD-ONS 012300 - 1
PART 2 -PRODUCTS (Not Used)
PART 3 -EXECUTION
3.1 SCHEDULE OF ADD-ONS
1. ADD-ON NO. 1: Select Airfield Lighting Control Equipment
• Addition to the contract for the replacement of existing select airfield lighting control
equipment within the electric vault,including L-841 pilot control relay and cabinet,L-854
pilot control receiver
2. ADD-ON NO. 2: Miscellaneous Airfield Lighting Equipment
® Addition to the contract for the replacement of existing select airfield lighting and lighting
control equipment within the electric vault, including disconnects, contactors,
transformers,main distribution panel, all associated connections,testing, and calibration.
END OF SECTION 012300
ADD-ONS 012300 -2
SECTION 014200 -REFERENCES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General Conditions and other
Division 01 Specification Sections, apply to this Section.
1.2 DEFINITIONS
A. General: Basic Contract definitions are included in the Conditions of the Contract.
B. "Approved": When used to convey Architect's action on Contractor's submittals, applications,
and requests, "approved" is limited to Architect's duties and responsibilities as stated in the
Conditions of the Contract.
C. "Directed": A command or instruction by Architect. Other terms including "requested,"
"authorized," "selected," "required," and "permitted"have the same meaning as "directed."
D. "Indicated":Requirements expressed by graphic representations or in written form on Drawings,
in Specifications, and in other Contract Documents. Other terms including "shown," "noted,"
"scheduled," and"specified" have the same meaning as "indicated."
E. "Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having
jurisdiction, and rules, conventions, and agreements within the construction industry that control
performance of the Work.
F. "Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly,
installation, and similar operations.
G. "Install": Operations at Project site including unloading, temporarily storing, unpacking,
assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing,
protecting, cleaning, and similar operations.
H. "Provide": Furnish and install, complete and ready for the intended use.
1. "Project Site": Space available for performing construction activities. The extent of Project site
is shown on Drawings and may or may not be identical with the description of the land on which
Project is to be built.
1.3 INDUSTRY STANDARDS
A. Applicability of Standards: Unless the Contract Documents include more stringent requirements,
applicable construction industry standards have the same force and effect as if bound or copied
directly into the Contract Documents to the extent referenced. Such standards are made a part of
the Contract Documents by reference.
REFERENCES 014200 - 1
B. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless
otherwise indicated.
C. Copies of Standards: Each entity engaged in construction on Project should be familiar with
industry standards applicable to its construction activity. Copies of applicable standards are not
bound with the Contract Documents.
1. Where copies of standards are needed to perform a required construction activity, obtain
copies directly from publication source.
1.4 ABBREVIATIONS AND ACRONYMS
A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other
Contract Documents, they shall mean the recognized name of the entities indicated in Thomson
Gale's "Encyclopedia of Associations" or in Columbia Books' "National Trade & Professional
Associations of the U.S."
B. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other
Contract Documents, they shall mean the recognized name of the entities in the following list.
Names,telephone numbers, and Web sites are subject to change and are believed to be accurate
and up-to-date as of the date of the Contract Documents.
AA Aluminum Association,Inc. (The) (703) 358-2960
www.aluminum.org
AAADM American Association of Automatic Door Manufacturers (216)241-7333
www.aaadm.com
AABC Associated Air Balance Council (202) 737-0202
www.aabchq.com
AAMA American Architectural Manufacturers Association (847) 303-5664
www.aamanet.org
AASHTO American Association of State Highway and Transportation (202)624-5800
Officials
www.transportation.org
AATCC American Association of Textile Chemists and Colorists (919) 549-8141
www.aatcc.org
ABMA American Bearing Manufacturers Association (202)367-1155
www.abma-dc.org
ACI American Concrete Institute (248) 848-3700
www.concrete.org
REFERENCES 014200 -2
AEIC Association of Edison Illuminating Companies,Inc. (The) (205)257-2530
www.aeic.org
AF&PA American Forest&Paper Association (800) 878-8878
www.afandpa.org (202)463-2700
AGA American Gas Association (202) 824-7000
www.aga.org
AGC Associated General Contractors of America(The) (703) 548-3118
www.agc.org
AIA American Institute of Architects(The) (800) 242-3837
www.aia.org (202) 626-7300
AISC American Institute of Steel Construction (800) 644-2400
www.aisc.org (312) 670-2400
AISI American Iron and Steel Institute (202) 452-7100
www.steel.org
ALSC American Lumber Standard Committee,Incorporated (301) 972-1700
www.alse.org
AMCA Air Movement and Control Association International,Inc. (847) 394-0150
www.amca.org
ANSI American National Standards Institute (202) 293-8020
www.ansi.org
ARI Air-Conditioning&Refrigeration Institute (703) 524-8800
www.ari.org
ASCE American Society of Civil Engineers (800) 548-2723
www.asce.org (703)295-6300
ASCE/SEI American Society of Civil Engineers/Structural Engineering
Institute
(See ASCE)
ASHRAE American Society of Heating,Refrigerating and Air- (800) 527-4723
Conditioning Engineers
www.ashrae.org (404) 636-8400
ASME ASME International (800) 843-2763
(American Society of Mechanical Engineers International) (973) 882-1170
www.asme.org
ASSE American Society of Sanitary Engineering (440) 835-3040
www.asse-plumbing.org
REFERENCES 014200-3
ASTM ASTM International (610) 832-9500
(American Society for Testing and Materials International)
www.astm.org
AWCI Association of the Wall and Ceiling Industry (703) 534-8300
www.awci.org
AWCMA American Window Covering Manufacturers Association
(Now WCMA)
AWI Architectural Woodwork Institute (571) 323-3636
www.awinet.org
AWPA American Wood Protection Association (205) 733-4077
(Formerly: American Wood Preservers'Association)
www.awpa.com
AWS American Welding Society (800)443-9353
www.aws.org (305)443-9353
AWWA American Water Works Association (800) 926-7337
www.awwa.org (303)794-7711
BHMA Builders Hardware Manufacturers Association (212)297-2122
www.buildershardware.com
BICSI BICSI, Inc. (800)242-7405
www.bicsi.org (813)979-1991
CCC Carpet Cushion Council (610) 527-3880
www.carpetcushion.org
CEA Consumer Electronics Association (866) 858-1555
www.ce.org (703) 907-7600
CIMA Cellulose Insulation Manufacturers Association (888) 881-2462
www.cellulose.org (937)222-2462
CISCA Ceilings&Interior Systems Construction Association (630) 584-1919
www.cisca.org
CISPI Cast Iron Soil Pipe Institute (423) 892-0137
www.cispi.org
CLFMI Chain Link Fence Manufacturers Institute (301) 596-2583
www.chainlinkinfo.org
CRRC Cool Roof Rating Council (866)465-2523
www.coolroofs.org (510)485-7175
CPA Composite Panel Association (301) 670-0604
REFERENCES 014200-4
www.pbmdf.com
CPPA Corrugated Polyethylene Pipe Association (800) 510-2772
www.eppa-info.org (202)462-9607
CRI Carpet and Rug Institute(The) (800) 882-8846
www.carpet-rug.com (706)278-3176
CRSI Concrete Reinforcing Steel Institute (847) 517-1200
www.ersi.org
CSA CSA International (866)797-4272
(Formerly: IAS -International Approval Services) (416) 747-4000
www.esa-intemational.org
CSI Cast Stone Institute (717)272-3744
www.caststone.org
CSI Construction Specifications Institute(The) (800) 689-2900
www.esinet.org (703) 684-0300
CTI Cooling Technology Institute (281) 583-4087
(Formerly: Cooling Tower Institute)
www.cti.org
DHI Door and Hardware Institute (703)222-2010
www.dhi.org
EIA Electronic Industries Alliance (703)907-7500
www.eia.org
EJMA Expansion Joint Manufacturers Association, Inc. (914)332-0040
www.ejma.org
ESD ESD Association (315)339-6937
(Electrostatic Discharge Association)
www.esda.org
ETL SEMCO Intertek ETL SEMCO (800)967-5352
(Formerly: ITS -Intertek Testing Service NA)
www.intertek.com
FM Approvals FM Approvals LLC (781) 762-4300
www.finglobal.com
FM Global FM Global (401)275-3000
(Formerly: FMG-FM Global)
www.fmglobal.com
FMRC Factory Mutual Research
(Now FM Global)
REFERENCES 014200 - 5
FSA Fluid Sealing Association (610)971-4850
www.fluidsealing.com
FSC Forest Stewardship Council 49 228 367 66 0
www.fsc.org
GA Gypsum Association (202)289-5440
www.gypsum.org
GANA Glass Association of North America (785)271-0208
www.glasswebsite.com
GRI (Part of GSI)
GS Green Seal (202) 872-6400
www.greenseal.org
GSI Geosynthetic Institute (610) 522-8440
www.geosynthetic-institute.org
HI Hydraulic Institute (973)267-9700
www.pumps.org
HI Hydronics Institute (908)464-8200
www.gamanet.org
IAS International Approval Services
(Now CSA International)
ICEA Insulated Cable Engineers Association,Inc. (770) 830-0369
www.icea.net
ICRI International Concrete Repair Institute, Inc. (847) 827-0830
www.icri.org
IEC International Electrotechnical Commission 4122 919 02 11
www.iec.ch
IEEE Institute of Electrical and Electronics Engineers,Inc. (The) (212)419-7900
www.ieee.org
IESNA Illuminating Engineering Society of North America (212)248-5000
www.iesna.org
IEST Institute of Environmental Sciences and Technology (847)255-1561
www.iest.org
IGCC Insulating Glass Certification Council (315) 646-2234
www.igcc.org
REFERENCES 014200 - 6
IGMA Insulating Glass Manufacturers Alliance (613)233-1510
www.igmaonline.org
ISO International Organization for Standardization 4122 749 01 11
www.iso.ch
Available from ANSI (202)293-8020
www.ansi.org
ISSFA International Solid Surface Fabricators Association (877)464-7732
www.issfa.net (702) 567-8150
ITS Intertek Testing Service NA
(Now ETL SEMCO)
ITU International Telecommunication Union 4122 730 51 11
www.itu.int/home
LMA Laminating Materials Association
(Now part of CPA)
LPI Lightning Protection Institute (800)488-6864
www.lightning.org
MFMA Metal Framing Manufacturers Association, Inc. (312)644-6610
www.metalframingmfg.org
MH Material Handling
(Now MHIA)
MHIA Material Handling Industry of America (800)345-1815
www.mhia.org (704)676-1190
MIA Marble Institute of America (440)250-9222
www.marble-institute.com
MSS Manufacturers Standardization Society of The Valve and Fittings (703)281-6613
Industry Inc.
www.mss-hq.com
NAAMM National Association of Architectural Metal Manufacturers (630) 942-6591
www.naamm.org
NACE NACE International (800) 797-6623
(National Association of Corrosion Engineers International) (281)228-6200
www.nace.org
NADCA National Air Duct Cleaners Association (202)737-2926
www.nadca.com
NAIMA North American Insulation Manufacturers Association (703) 684-0084
REFERENCES 014200 - 7
www.naima.org
NCMA National Concrete Masonry Association (703) 713-1900
www.ncma.org
NCTA National Cable&Telecommunications Association (202) 775-2300
www.ncta.com
NEBB National Environmental Balancing Bureau (301) 977-3698
www.nebb.org
NECA National Electrical Contractors Association (301) 657-3110
www.necanet.org
NeLMA Northeastern Lumber Manufacturers'Association (207) 829-6901
www.nelma.org
NEMA National Electrical Manufacturers Association (703) 841-3200
www.nema.org
NETA InterNational Electrical Testing Association (888)300-6382
www.netaworld.org (269)488-6382
NFPA NFPA (800)344-3555
(National Fire Protection Association) (617) 770-3000
www.nfpa.org
NFRC National Fenestration Rating Council (301) 589-1776
www.nfrc.org
NGA National Glass Association (866) 342-5642
www.glass.org (703)442-4890
NHLA National Hardwood Lumber Association (800) 933-0318
www.natlhardwood.org (901)377-1818
NLGA National Lumber Grades Authority (604) 524-2393
www.nlga.org
NOMMA National Ornamental&Miscellaneous Metals Association (888) 516-8585
www.nomma.org
NRCA National Roofing Contractors Association (800)323-9545
www.nrca.net (847)299-9070
NRMCA National Ready Mixed Concrete Association (888) 846-7622
www.nrmca.org (301) 587-1400
NSF NSF International (800) 673-6275
(National Sanitation Foundation International) (734) 769-8010
www.nsf.org
REFERENCES 014200 - 8
NSSGA National Stone, Sand&Gravel Association (800) 342-1415
www.nssga.org (703) 525-8788
NTMA National Terrazzo&Mosaic Association, Inc. (The) (800)323-9736
www.ntma.com (540) 751-0930
OPL Omega Point Laboratories, Inc.
(Now ITS)
PDCA Painting&Decorating Contractors of America (800) 332-7322
www.pdca.com (314) 514-7322
PDI Plumbing&Drainage Institute (800) 589-8956
www.pdionline.org (978) 557-0720
RCSC Research Council on Structural Connections
www.boltcouncil.org
RFCI Resilient Floor Covering Institute (301)340-8580
www.rfci.com
SAE SAE International (877) 606-7323
www.sae.org (724)776-4841
SDI Steel Deck Institute (847)458-4647
www.sdi.org
SDI Steel Door Institute (440) 899-0010
www.steeldoor.org
SEI/ASCE Structural Engineering Institute/American Society of Civil
Engineers
(See ASCE)
SGCC Safety Glazing Certification Council (315)646-2234
www.sgcc.org
SIA Security Industry Association (866) 817-8888
www.siaonline.org (703) 683-2075
SIGMA Sealed Insulating Glass Manufacturers Association
(Now IGMA)
SJI Steel Joist Institute (843) 626-1995
www.steeljoist.org
SMA Screen Manufacturers Association (561) 533-0991
www.smacentral.org
SMACNA Sheet Metal and Air Conditioning Contractors' (703) 803-2980
REFERENCES 014200-9
National Association
www.smacna.org
SPFA Spray Polyurethane Foam Alliance (800) 523-6154
(Formerly: SPI/SPFD -The Society of the Plastics Industry,
Inc.; Spray Polyurethane Foam Division)
www.sprayfoam.org
SPIB Southern Pine Inspection Bureau(The) (850)434-2611
www.spib.org
SPRI Single Ply Roofing Industry (781) 647-7026
www.spri.org
SSINA Specialty Steel Industry of North America (800)982-0355
www.ssina.com (202)342-8630
SSPC SSPC: The Society for Protective Coatings (877)281-7772
www.sspe.org (412)281-2331
STI Steel Tank Institute (847)438-8265
www.steeltank.com
SWRI Sealant, Waterproofing,&Restoration Institute (816)472-7974
www.swrionline.org
TCA Tile Council of America, Inc.
(Now TCNA)
TCNA Tile Council of North America,Inc. (864) 646-8453
www.tileusa.com
TIA/EIA Telecommunications Industry Association/Electronic Industries (703) 907-7700
Alliance
www.tiaonline.org
TMS The Masonry Society (303) 939-9700
www.masonrysociety.org
UL Underwriters Laboratories Inc. (877) 854-3577
www.ul.com (847)272-8800
UNI Uni-Bell PVC Pipe Association (972)243-3902
www.uni-bell.org
USGBC U.S. Green Building Council (800) 795-1747
www.usgbc.org
C. Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract
Documents, they shall mean the recognized name of the entities in the following list. Names,
REFERENCES 014200- 10
telephone numbers, and Web sites are subject to change and are believed to be accurate and up-
to-date as of the date of the Contract Documents.
IAPMO International Association of Plumbing and Mechanical Officials (909)472-4100
www.iapmo.org
ICC International Code Council (888)422-7233
www.iccsafe.org
ICC-ES ICC Evaluation Service, Inc. (800)423-6587
www.icc-es.org (562) 699-0543
NYSBC New York State Building Code
(See ICC)
D. Federal Government Agencies: Where abbreviations and acronyms are used in Specifications or
other Contract Documents,they shall mean the recognized name of the entities in the following
list. Names, telephone numbers, and Web sites are subject to change and are believed to be
accurate and up-to-date as of the date of the Contract Documents.
CE Army Corps of Engineers (202) 761-0011
www.usace.anny.mil
CPSC Consumer Product Safety Commission (800) 638-2772
www.cpsc.gov (301) 504-7923
DOC Department of Commerce (202)482-2000
www.commerce.gov
DOD Department of Defense (215) 697-6257
http://.dodssp.daps.dla.mil
DOE Department of Energy (202) 586-9220
www.energy.gov
EPA Environmental Protection Agency (202) 272-0167
www.epa.gov
FAA Federal Aviation Administration (866) 835-5322
www.faa.gov
FCC Federal Communications Commission (888) 225-5322
www.fcc.gov
NIST National Institute of Standards and Technology (301) 975-6478
www.nist.gov
OSHA Occupational Safety &Health Administration (800) 321-6742
www.osha.gov (202) 693-1999
TSA Transportation Security Administration
REFERENCES 014200- 11
Standards and Regulations: Where abbreviations and acronyms are used in Specifications or other
Contract Documents, they shall mean the recognized name of the standards and regulations in the
following list. Names, telephone numbers, and Web sites are subject to change and are believed to be
accurate and up-to-date as of the date of the Contract Documents.
ADAAG Americans with Disabilities Act(ADA) (800) 872-
2253
Architectural Barriers Act(ABA) (202)272-
0080
Accessibility Guidelines for Buildings and Facilities
Available from U.S. Access Board
www.access-board.gov
CFR Code of Federal Regulations (866) 512-
1800
Available from Government Printing Office (202) 512-
1800
www.gpoaccess.gov/cfr/index.html
DOD Department of Defense Military Specifications and Standards (215) 697-
2664
Available from Department of Defense Single Stock Point
http://dodssp.daps.dla.mil
DSCC Defense Supply Center Columbus
(See FS)
FED-STD Federal Standard
(See FS)
FS Federal Specification (215)697-
2664
Available from Department of Defense Single Stock Point
http://dodssp.daps.dla.mil
Available from Defense Standardization Program
www.dps.dla.mil
Available from General Services Administration (202) 619-
8925
www.gsa.gov
Available from National Institute of Building Sciences (202)289-
7800
www.wbdg.org/ccb
FTMS Federal Test Method Standard
(See FS)
MIL (See MILSPEC)
REFERENCES 014200 - 12
MIL-STD (See MILSPEC)
MILSPEC Military Specification and Standards (215)697-
2664
Available from Department of Defense Single Stock Point
http://dodssp.daps.dla.mil
UFAS Uniform Federal Accessibility Standards (800) 872-
2253
Available from Access Board (202)272-
0080
www.access-board.gov
PART 2-PRODUCTS (Not Used)
PART 3 -EXECUTION(Not Used)
END OF SECTION 014200
REFERENCES 014200- 13
SECTION 015000-TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes requirements for temporary utilities, support facilities, and security and
protection facilities.
B. Related Requirements:
1. Division 01 Section "Summary" for work restrictions and limitations on utility
interruptions.
1.3 GENERAL DESCRIPTION
A. Provide all items in this section, which are not specifically assigned to another Contractor.
Contractor shall provide all construction facilities and temporary controls needed for the safe and
proper execution of its work which is not provided for in his section.
B. Contractor is required to provide construction facilities and temporary controls shall keep them
operational for a period of time fifteen minutes before the established starting time of that trade
which starts work earliest in the morning to fifteen minutes after the established quitting time of
that trade which stops work latest in the evening,Monday through Friday inclusive.
C. Contractor is required to provide construction facilities and temporary controls shall install them
as soon after award of the Contract as necessary to enable the Work to proceed in accordance
with the Progress Schedule. The construction facilities and temporary controls shall be extended
as required to keep up with the job progress and maintained until completion of the project unless
otherwise directed in writing by the Engineer.
D. Contractor who requires extensions to the construction facilities and temporary controls specified
to be provided by another Contractor, or requires them at times other than those specified, shall
provide and maintain them at their own cost.
E. Contractor shall provide temporary storage facilities to storage displays,furniture and equipment
which are impacted as the result of the demolition and construction activities.Facilities shall have
adequate climate control to protect items to be stored.
TEMPORARY FACILITIES AND CONTROLS 015000- 1
1.4 USE CHARGES
A. General: Installation and removal of temporary facilities shall be included in the Contract Sum
unless otherwise indicated. Allow other entities to use temporary services and facilities without
cost, including, but not limited to Engineer, Construction Manager, testing agencies, and
authorities having jurisdiction.
B. Electric Power Service and Data from Existing System: Electric power and Data from Owner's
existing system is available for use without metering and without payment of use charges.
Provide connections and extensions of services as required for construction operations.
1.5 INFORMATIONAL SUBMITTALS
A. Site Plan: Show temporary facilities, utility hookups, staging areas, and parking areas for
construction personnel.
B. Moisture-Protection Plan: Describe procedures and controls for protecting materials and
construction from water absorption and damage.
1. Describe delivery, handling, and storage provisions for materials subject to water
absorption or water damage.
2. Indicate procedures for discarding water-damaged materials,protocols for mitigating water
intrusion into completed Work, and replacing water-damaged Work.
C. Dust- and HVAC-Control Plan: Submit coordination drawing and narrative that indicates the
dust-and HVAC-control measures proposed for use,proposed locations,and proposed timeframe
for their operation. Identify further options if proposed measures are later determined to be
inadequate. Include the following:
1. HVAC system isolation schematic drawing.
2. Waste handling procedures.
3. Other dust-control measures.
1.6 QUALITY ASSURANCE
A. Electric Service: Comply with NECA,NEMA, and UL standards and regulations for temporary
electric service. Install service to comply with NFPA 70.
B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each
temporary utility before use. Obtain required certifications and permits.
C. Accessible Temporary Egress: Comply with applicable provisions in the U.S. Engineerural &
Transportation Barriers Compliance Board's ADA-ABA Accessibility Guidelines and
ICC/ANSI A117.1.
1.7 TEMPORARY LIGHT AND POWER
A. Contractor shall provide,within 20 days from the Notice to Proceed,temporary power to the
work area as follows:
TEMPORARY FACILITIES AND CONTROLS 015000-2
1. Provide temporary electric power for the construction sites: as required by all
Contractors. Submit a distribution diagram for site coverage to the Engineer for
review. Provide for multiple panel locations.
2. Minimum 100A, 120/240V, single phase service,per site.
3. Minimum eight (8) GFCI protected 20A rated receptacles available at the
temporary pole and sub-poles. Provide connections for office trailers. Provide
additional GFCI protected 20A rated receptacles at other areas as required for the
particular site.
4. When the structure is enclosed, causing darkness in certain areas, provide
temporary lighting in the form of wiring,bulbs, guards,hard wired into the panel.
Make power (120V) available to all trades from any point in the structure for
maximum distance of 75 feet.
5. Energize and utilize permanent power equipment and distribution for temporary
requirements as soon as construction activities permit.Terminate temporary power
facilities as soon as possible after permanent facilities are utilized for the
temporary electric. Maintain and transfer temporary power for office trailers as
required to completion of all work.
6. Contractor shall pay for all materials, equipment, connection fees, and utility
charges for installing and retiring the temporary services.
7. Contractor shall maintain lighting levels in publicly occupied areas of the building
to a minimum of 20 foot candles per square feet
8. Verify with the Construction Manager where to set up the various temporary
electrical systems for temporary electric for the construction activity sites.
B. Contractor shall:
1. Provide and maintain temporary extensions and equipment, required for work.
2. Provide larger lamps required for work, but do not exceed rated capacity of any
circuit or feeder.
3. Provide flashlights or electric lanterns not requiring use of temporary light system
for own employees in building after regular working hours.
4. Provide new materials for temporary light and power, except that transformers
need not be new if they are in satisfactory operating condition.
5. Provide ground-fault protection (such as portable plug-in type ground-fault
circuit-interrupters)on single phase 15 and 20 ampere receptacle outlets which are
used by own personnel.
6. Provide receptacle outlets, portable cord connectors and attachment plugs with
standard NEMA configurations.
TEMPORARY FACILITIES AND CONTROLS 015000-3
7. Install all temporary light and power materials in accordance with National Electric
Code.
8. Upon completion of the project remove all temporary electric light and power work
and restore all affected finishes and connections.
1.8 TEMPORARY HEATING AND VENTILATING
A. Contractor shall provide and pay for temporary heat and ventilation to maintain the
approved Progress Schedule and to protect the various materials and assemblies from
damage throughout the duration of the project.
B. Temporary Heat and/or Ventilation shall be provided from systems other than the
permanent equipment and as approved by the Engineer.
C. Provide and pay for heating devices and heat as needed to maintain specified conditions
for construction operations.
D. Prior to operation of permanent equipment for temporary heating purposes, verify
installation is approved for operation, equipment is lubricated and filters are in place.
Provide and pay for operation, maintenance, and regular replacement of filters and worn
or consumed parts.
E. Maintain minimum ambient temperature of 40 degrees F in areas where construction is in
progress,unless indicated otherwise in product sections.
F. Ventilate enclosed areas to achieve curing of materials, to dissipate humidity, and to
prevent accumulation of dust,fumes, vapors, or gases.
1.9 TEMPORARY FIRST AID FACILITIES
A. Contractor shall:
1. Provide at the site and make available to all workers medical supplies and
equipment necessary to render first aid.
2. Post at Contractor's job site telephone the emergency telephone numbers for
doctor,hospital, ambulance service,police and fire fighting services.
1.10 TEMPORARY FIRE PROTECTION
A. Contractor shall:
1. Take all precautions necessary to prevent fires, coordinate with local Fire
Department.
2. Fuel for cutting and heating torches shall be contained in Underwriters Laboratory
approved containers.
TEMPORARY FACILITIES AND CONTROLS 015000 -4
3. Furnish and maintain a 20 pound capacity, dry chemical type fire extinguisher in
the immediate vicinity where welding tools or torches of any type are in use.
4. Flammable liquids other than those specified shall not be used within a building
without the written approval of the Engineer.
5. Tarpaulins shall be flameproof and shall be securely anchored when attached to
scaffolding or when used to enclose any portion of a building.
1.11 TEMPORARY ENCLOSURES
A. Construction shall provide:
I. Temporary enclosures for weatherability, sound attenuation, dust barriers and
security. Construct the enclosures of metal studs of the size and gauge as noted on
the contract drawings insulated and sheathed with multiple layers of fire rated
gypsum board again as indicated on the contract drawings. Secure the partitions in
place without damaging existing construction. Seal joints tight.Provide doors and
hardware including locks as indicated on the drawings and in the specifications.
Furnish the Owner with 2 keys for each lock.Furnish keys to other Contractors.
2. Temporary enclosures of window and door openings. Construct the barriers of
wood framing sheathed with 6 mil fire resistant polyethylene film and/or fire rated
gypsum board for security. Secure the barriers in place without damaging existing
construction.
3. Scaffolding and Equipment Barriers: provide temporary fence enclosures as
required to prevent unauthorized persons from coming in contact with ground
supported scaffolding and equipment.
1.12 PROTECTION OF PROPERTY
A. Contractor shall:
1. Protect existing construction and finishes during performance of the work.
2. Maintain the building in a watertight condition during performance of the work.
1.13 SECURITY OF CONTRACTOR MATERIALS AND EQUIPMENT
A. Contractor shall:
1. Remove all tools and materials from work areas when the work areas are not
attended by workers and at the end of each day's work. Store tools in a locked tool
box or cabinet. Store materials where directed by the Construction Manager.
TEMPORARY FACILITIES AND CONTROLS 015000- 5
2. Be responsible to secure stored and installed materials to prevent theft and
vandalism.
1.14 CONSTRUCTION SAFETY(UNIFORM SAFETY STANDARDS)
1. General safety and security standards for construction projects:
a. All construction materials shall be stored in a safe and secure manner.
b. Fences around construction supplies or debris shall be maintained.
C. Gates shall always be locked unless a worker is in attendance to prevent
unauthorized entry.
d. During demolition work, overhead protection shall be provided for any
sidewalks or areas immediately beneath the work site or such areas shall
be fenced off and provided with warning signs to prevent entry.
1.15 ACCESS ROADS AND PARKING AREAS
A. Contractor:
1. Store materials and perform the work so that pedestrian and vehicular traffic is not
obstructed.
2. Keep designated access routes and parking areas clear of dirt and debris resulting
from its work.
1.16 PROGRESS CLEANING AND WASTE REMOVAL
A. All Contractors shall comply with specification section GP40 and shall include the
following provisions listed in items B through F.
B. Maintain areas free of waste materials, debris, and rubbish. Maintain site in clean and
orderly condition.
C. Collect and remove waste materials, debris, and rubbish from site periodically and dispose
off-site.
D. CONTRACTOR WILL BE BACK CHARGED FOR NOT PARTICIPATING IN
THE PROJECT CLEAN UP PROCESS.
TEMPORARY FACILITIES AND CONTROLS 015000- 6
PART 2-PRODUCTS
2.1 MATERIALS
A. Portable Chain-Link Fencing: Minimum 2-inch (50-mm), 0.148-inch- (3.8-mm-) thick,
galvanized-steel,chain-link fabric fencing;minimum 8 feet high with galvanized-steel pipe posts;
minimum 2-3/8-inch- (60-mm-) OD line posts and 2-7/8-inch- (73-mm-) OD corner and pull
posts, with 1-5/8-inch- (42-mm-) OD top and bottom rails and 3 strands of barb wire at the top.
Provide concrete bases for supporting posts or as detailed on the contract drawings.
B. Polyethylene Sheet: Reinforced,fire-resistive sheet, 10-mil(0.25-mm)minimum thickness,with
flame-spread rating of 15 or less per ASTM E 84 and passing NFPA 701 Test Method 2.
C. Dust-Control Adhesive-Surface Walk-off Mats: Provide mats minimum 36 by 60 inches(914 by
1624 mm).
END OF SECTION 015000
TEMPORARY FACILITIES AND CONTROLS 015000-7
SECTION 016000-PRODUCT REQUIREMENTS
PART 1 -GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes administrative and procedural requirements for selection of products for use in
Project;product delivery,storage, and handling;manufacturers'standard warranties on products;
special warranties; and comparable products.
B. Related Requirements:
1. Division 01 Section "Allowances" for products selected under an allowance.
2. Division 01 Section "Substitution Procedures" for requests for substitutions.
3. Division 01 Section "References" for applicable industry standards for products
specified.
1.3 DEFINITIONS
A. Products: Items obtained for incorporating into the Work,whether purchased for Project or taken
from previously purchased stock. The term"product"includes the terms"material," "equipment,"
"system," and terms of similar intent.
1. Named Products: Items identified by manufacturer's product name, including make or
model number or other designation shown or listed in manufacturer's published product
literature,that is current as of date of the Contract Documents.
2. New Products: Items that have not previously been incorporated into another project or
facility. Products salvaged or recycled from other projects are not considered new
products.
3. Comparable Product: Product that is demonstrated and approved through submittal process
to have the indicated qualities related to type,function,dimension,in-service performance,
physical properties, appearance, and other characteristics that equal or exceed those of
specified product.
B. Basis-of-Design Product Specification:A specification in which a specific manufacturer's product
is named and accompanied by the words "basis-of-design product," including make or model
number or other designation, to establish the significant qualities related to type, function,
dimension, in-service performance,physical properties, appearance, and other characteristics for
purposes of evaluating comparable products.
PRODUCT REQUIREMENTS 016000 - 1
1.4 ACTION SUBMITTALS
A. Comparable Product Requests: Submit request for consideration of each comparable product.
Identify product or fabrication or installation method to be replaced. Include Specification
Section number and title and Drawing numbers and titles.
1. Include data to indicate compliance with the requirements specified in "Comparable
Products"Article.
2. Engineer's Action: If necessary, Engineer will request additional information or
documentation for evaluation within one week of receipt of a comparable product request.
Engineer will notify Contractor of approval or rejection of proposed comparable product
request within 15 days of receipt of request, or seven days of receipt of additional
information or documentation,whichever is later.
a. Form of Approval: As specified in Division 01 Section "Submittal Procedures."
b. Use product specified if Engineer does not issue a decision on use of a comparable
product request within time allocated.
B. Basis-of-Design Product Specification Submittal: Comply with requirements in Division 01
Section "Submittal Procedures." Show compliance with requirements.
1.5 QUALITY ASSURANCE
A. Compatibility of Options: If Contractor is given option of selecting between two or more products
for use on Project,select product compatible with products previously selected,even if previously
selected products were also options.
1. Each contractor is responsible for providing products and construction methods compatible
with products and construction methods of other contractors.
2. If a dispute arises between contractors over concurrently selectable but incompatible
products,Engineer will determine which products shall be used.
1.6 PRODUCT DELIVERY, STORAGE,AND HANDLING
A. Deliver, store, and handle products using means and methods that will prevent damage,
deterioration, and loss, including theft and vandalism. Comply with manufacturer's written
instructions.
B. Delivery and Handling:
1. Schedule delivery to minimize long-term storage at Project site and to prevent
overcrowding of construction spaces.
2. Coordinate delivery with installation time to ensure minimum holding time for items that
are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other
losses.
3. Deliver products to Project site in an undamaged condition in manufacturer's original
sealed container or other packaging system, complete with labels and instructions for
handling, storing,unpacking,protecting, and installing.
4. Inspect products on delivery to determine compliance with the Contract Documents and to
determine that products are undamaged and properly protected.
PRODUCT REQUIREMENTS 016000-2
C. Storage:
1. Store products to allow for inspection and measurement of quantity or counting of units.
2. Store materials in a manner that will not endanger Project structure.
3. Store products that are subject to damage by the elements, under cover in a weathertight
enclosure above ground,with ventilation adequate to prevent condensation.
4. Protect foam plastic from exposure to sunlight, except to extent necessary for period of
installation and concealment.
5. Comply with product manufacturer's written instructions for temperature, humidity,
ventilation, and weather-protection requirements for storage.
6. Protect stored products from damage and liquids from freezing.
7. Provide a secure location and enclosure at Project site for storage of materials and
equipment by Owner's construction forces. Coordinate location with Owner.
1.7 PRODUCT WARRANTIES
A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other
warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on
product warranties do not relieve Contractor of obligations under requirements of the Contract
Documents.
1. Manufacturer's Warranty: Written warranty furnished by individual manufacturer for a
particular product and specifically endorsed by manufacturer to Owner.
2. Special Warranty: Written warranty required by the Contract Documents to provide
specific rights for Owner.
B. Special Warranties: Prepare a written document that contains appropriate terms and
identification,ready for execution.
1. Manufacturer's Standard Form: Modified to include Project-specific information and
properly executed.
2. Specified Form: When specified forms are included with the Specifications, prepare a
written document using indicated form properly executed.
3. See Divisions 02 through 33 Sections for specific content requirements and particular
requirements for submitting special warranties.
C. Submittal Time: Comply with requirements in Division 01 Section "Closeout Procedures."
PART 2- PRODUCTS
2.1 PRODUCT SELECTION PROCEDURES
A. General Product Requirements: Provide products that comply with the Contract Documents, are
undamaged and,unless otherwise indicated, are new at time of installation.
1. Provide products complete with accessories,trim,finish,fasteners, and other items needed
for a complete installation and indicated use and effect.
PRODUCT REQUIREMENTS 016000 -3
2. Standard Products: If available, and unless custom products or nonstandard options are
specified, provide standard products of types that have been produced and used
successfully in similar situations on other projects.
3. Owner reserves the right to limit selection to products with warranties not in conflict with
requirements of the Contract Documents.
4. Where products are accompanied by the term "as selected," Engineer will make selection.
5. Descriptive, performance, and reference standard requirements in the Specifications
establish salient characteristics of products.
6. Or Equal: For products specified by name and accompanied by the term "or equal," or"or
approved equal," or "or approved," comply with requirements in "Comparable Products"
Article to obtain approval for use of an unnamed product.
B. Product Selection Procedures:
1. Basis-of-Design Product: Where Specifications name a product, or refer to a product
indicated on Drawings,provide the specified or indicated product or a comparable product
by other manufacturers. Drawings and Specifications indicate sizes, profiles, dimensions,
and other characteristics that are based on the product named. Comply with requirements
in "Comparable Products" Article for consideration of an unnamed product by one of the
other named manufacturers.
C. Visual Selection Specification: Where Specifications include the phrase"as selected by Engineer
from manufacturer's full range" or similar phrase, select a product that complies with
requirements. Engineer will select color, gloss, pattern, density, or texture from manufacturer's
product line that includes both standard and premium items.
2.2 COMPARABLE PRODUCTS
A. Conditions for Consideration:Engineer will consider Contractor's request for comparable product
when the following conditions are satisfied. If the following conditions are not satisfied,Engineer
may return requests without action,except to record noncompliance with these requirements:
1. Evidence that the proposed product does not require revisions to the Contract Documents,
that it is consistent with the Contract Documents and will produce the indicated results,
and that it is compatible with other portions of the Work.
2. Detailed comparison of significant qualities of proposed product with those named in the
Specifications. Significant qualities include attributes such as performance, weight, size,
durability,visual effect, and specific features and requirements indicated.
3. Evidence that proposed product provides specified warranty.
4. List of similar installations for completed projects with project names and addresses and
names and addresses of Engineers and owners, if requested.
5. Samples, if requested.
PART 3 -EXECUTION(Not Used)
END OF SECTION 016000
PRODUCT REQUIREMENTS 016000-4
SECTION 017900-DEMONSTRATION AND TRAINING
PART 1 -GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes administrative and procedural requirements for instructing Owner's personnel,
including the following:
1. Demonstration of operation of systems, subsystems, and equipment.
2. Training in operation and maintenance of systems, subsystems, and equipment.
B. Related Requirements:
1. Divisions 02 through 26 Sections for specific requirements for demonstration and training
for products in those Sections.
1.3 INFORMATIONAL SUBMITTALS
A. Instruction Program: Submit outline of instructional program for demonstration and training,
including a list of training modules and a schedule of proposed dates,times, length of instruction
time, and instructors'names for each training module. Include learning objective and outline for
each training module.
1. Indicate proposed training modules using manufacturer-produced demonstration and
training video recordings for systems, equipment, and products in lieu of video recording
of live instructional module.
B. Attendance Record: For each training module,submit list of participants and length of instruction
time.
C. Evaluations: For each participant and for each training module,submit results and documentation
of performance-based test.
1.4 QUALITY ASSURANCE
A. Instructor Qualifications: A factory-authorized service representative, complying with
requirements in Division 01 Section "Quality Requirements," experienced in operation and
maintenance procedures and training.
DEMONSTRATION AND TRAINING 017900- 1
B. Preinstruction Conference: Conduct conference at Project site to comply with requirements in
Division 01 Section "Project Management and Coordination." Review methods and procedures
related to demonstration and training including,but not limited to,the following:
1. Inspect and discuss locations and other facilities required for instruction.
2. Review and finalize instruction schedule and verify availability of educational materials,
instructors'personnel, audiovisual equipment, and facilities needed to avoid delays.
3. Review required content of instruction.
4. For instruction that must occur outside,review weather and forecasted weather conditions
and procedures to follow if conditions are unfavorable.
1.5 COORDINATION
A. Coordinate instruction schedule with Owner's operations. Adjust schedule as required to
minimize disrupting Owner's operations and to ensure availability of Owner's personnel.
B. Coordinate instructors,including providing notification of dates,times,length of instruction time,
and course content.
C. Coordinate content of training modules with content of approved emergency, operation, and
maintenance manuals. Do not submit instruction program until operation and maintenance data
has been reviewed and approved by Architect.
PART 2 -PRODUCTS
2.1 INSTRUCTION PROGRAM
A. Program Structure: Develop an instruction program that includes individual training modules for
each system and for equipment not part of a system, as required by individual Specification
Sections.
B. Training Modules: Develop a learning objective and teaching outline for each module. Include a
description of specific skills and knowledge that participant is expected to master. For each
module, include instruction for the following as applicable to the system, equipment, or
component:
1. Basis of System Design, Operational Requirements, and Criteria: Include the following:
a. System, subsystem, and equipment descriptions.
b. Performance and design criteria if Contractor is delegated design responsibility.
C. Operating standards.
d. Regulatory requirements.
e. Equipment function.
f. Operating characteristics.
g. Limiting conditions.
h. Performance curves.
2. Documentation: Review the following items in detail:
a. Emergency manuals.
DEMONSTRATION AND TRAINING 017900-2
b. Operations manuals.
C. Maintenance manuals.
d. Project record documents.
e. Identification systems.
f. Warranties and bonds.
g. Maintenance service agreements and similar continuing commitments.
3. Emergencies: Include the following, as applicable:
a. Instructions on meaning of warnings,trouble indications, and error messages.
b. Instructions on stopping.
C. Shutdown instructions for each type of emergency.
d. Operating instructions for conditions outside of normal operating limits.
e. Sequences for electric or electronic systems.
f. Special operating instructions and procedures.
4. Operations: Include the following, as applicable:
a. Startup procedures.
b. Equipment or system break-in procedures.
C. Routine and normal operating instructions.
d. Regulation and control procedures.
e. Control sequences.
f. Safety procedures.
g. Instructions on stopping.
h. Normal shutdown instructions.
i. Operating procedures for emergencies.
j. Operating procedures for system, subsystem, or equipment failure.
k. Seasonal and weekend operating instructions.
1. Required sequences for electric or electronic systems.
in. Special operating instructions and procedures.
5. Adjustments: Include the following:
a. Alignments.
b. Checking adjustments.
C. Noise and vibration adjustments.
d. Economy and efficiency adjustments.
6. Troubleshooting: Include the following:
a. Diagnostic instructions.
b. Test and inspection procedures.
7. Maintenance: Include the following:
a. Inspection procedures.
b. Types of cleaning agents to be used and methods of cleaning.
C. List of cleaning agents and methods of cleaning detrimental to product.
d. Procedures for routine cleaning
e. Procedures for preventive maintenance.
f. Procedures for routine maintenance.
g. Instruction on use of special tools.
DEMONSTRATION AND TRAINING 017900- 3
8. Repairs: Include the following:
a. Diagnosis instructions.
b. Repair instructions.
C. Disassembly; component removal, repair, and replacement; and reassembly
instructions.
d. Instructions for identifying parts and components.
e. Review of spare parts needed for operation and maintenance.
PART 3 -EXECUTION
3.1 PREPARATION
A. Assemble educational materials necessary for instruction, including documentation and training
module. Assemble training modules into a training manual organized in coordination with
requirements in Division 01 Section "Operations and Maintenance Data."
B. Set up instructional equipment at instruction location.
3.2 INSTRUCTION
A. Engage qualified instructors to instruct Owner's personnel to adjust, operate, and maintain
systems, subsystems, and equipment not part of a system.
1. Architect will furnish an instructor to describe basis of system design, operational
requirements, criteria, and regulatory requirements.
2. Owner will furnish an instructor to describe Owner's operational philosophy.
3. Owner will furnish Contractor with names and positions of participants.
B. Scheduling: Provide instruction at mutually agreed on times. For equipment that requires
seasonal operation,provide similar instruction at start of each season.
1. Schedule training with Owner,through Construction Manager, with at least 10 working
days' advance notice.
C. Training Location and Reference Material: Conduct training on-site in the completed and fully
operational facility using the actual equipment in-place. Conduct training using final operation
and maintenance data submittals.
D. Evaluation: At conclusion of each training module, assess and document each participant's
mastery of module by use of a demonstration performance-based test.
E. Cleanup: Collect used and leftover educational materials and give to Owner. Remove
instructional equipment. Restore systems and equipment to condition existing before initial
training use.
END OF SECTION 017900
DEMONSTRATION AND TRAINING 017900-4
TECHNICAL SPECIFICATI®NS
SECTION 033000-CAST-IN-PLACE CONCRETE
1.1 SUMMARY
A. Section Includes:
1. Cast-in-place concrete, including concrete materials, mixture design, placement
procedures, and finishes.
B. Related Requirements:
1. Section 031000 "Concrete Forming and Accessories" for form-facing materials, form
liners,insulating concrete forms, and waterstops.
2. Section 032000 "Concrete Reinforcing" for steel reinforcing bars and welded-wire
reinforcement.
3. Section 312000 "Earth Moving" for drainage fill under slabs-on-ground.
1.2 DEFINITIONS
A. Cementitious Materials: Portland cement alone or in combination with one or more of the
following: blended hydraulic cement, fly ash, slag cement, and other pozzolans materials
subject to compliance with requirements.
B. Water/Cement Ratio(w/cm): The ratio by weight of water to cementitious materials.
1.3 ACTION SUBMITTALS
A. Product Data: For each of the following.
1. Portland cement.
2. Fly ash.
3. Slag cement.
4. Blended hydraulic cement.
5. Aggregates.
6. Admixtures:
a. Include limitations of use, including restrictions on cementitious materials,
supplementary cementitious materials, air entrainment, aggregates, temperature at
time of concrete placement,relative humidity at time of concrete placement, curing
conditions, and use of other admixtures.
7. Vapor retarders.
8. Liquid floor treatments.
9. Curing materials.
10. Joint fillers.
B. Design Mixtures: For each concrete mixture, include the following:
f�ncrr nr nr nP� On-MOD VTr n��nnn i
1. Mixture identification.
2. Minimum 28-day compressive strength.
3. Durability exposure class.
4. Maximum w/cm.
5. Calculated equilibrium unit weight, for lightweight concrete.
6. Slump limit.
7. Air content.
8. Nominal maximum aggregate size.
9. Indicate amounts of mixing water to be withheld for later addition at Project site if
permitted.
10. Intended placement method.
11. Submit alternate design mixtures when characteristics of materials, Project conditions,
weather,test results, or other circumstances warrant adjustments.
1.4 INFORMATIONAL SUBMITTALS
A. Material Certificates: For each of the following, signed by manufacturers:
1. Cementitious materials.
2. Admixtures.
3. Curing compounds.
4. Joint-filler strips.
B. Material Test Reports: For the following, from a qualified testing agency:
1. Portland cement.
2. Fly ash.
3. Slag cement.
4. Blended hydraulic cement.
5. Aggregates.
6. Admixtures:
C. Field quality-control reports.
1.5 QUALITY ASSURANCE
A. Ready-Mixed Concrete Manufacturer Qualifications: A firm experienced in manufacturing
ready-mixed concrete products and that complies with ASTM C94/C94M requirements for
production facilities and equipment.
1. Manufacturer certified in accordance with NRMCA's "Certification of Ready Mixed
Concrete Production Facilities."
1.6 PRECONSTRUCTION TESTING
A. Preconstruction Testing Service: Engage a qualified testing agency to perform preconstruction
testing on each concrete mixture.
0 A Q'r TAT DT A CIV t- INT!'D V'rV
1. Include the following information in each test report:
a. Admixture dosage rates.
b. Slump.
C. Air content.
d. Seven-day compressive strength.
e. 28-day compressive strength.
1.7 DELIVERY, STORAGE,AND HANDLING
A. Comply with ASTM C94/C94M and ACI 301
1.8 FIELD CONDITIONS
A. Cold-Weather Placement: Comply with ACI 301 and ACI 306.1.
B. Hot-Weather Placement: Comply with ACI 301 and ACI 305.1.
PART 2 -PRODUCTS
2.1 CONCRETE, GENERAL
A. ACI Publications: Comply with the following unless modified by requirements in the Contract
Documents:
1. ACI 301.
2.2 CONCRETE MATERIALS
A. Cementitious Materials:
1. Portland Cement: ASTM C150/C150M, Type I/II
2. Fly Ash:ASTM C618, Class C or F.
3. Slag Cement: ASTM C989/C989M, Grade 100 or 120.
B. Normal-Weight Aggregates: ASTM C33/C33M, Class 3S coarse aggregate or better, graded.
Provide aggregates from a single source.
1. Alkali-Silica Reaction: Comply with one of the following:
a. Expansion Result of Aggregate: Not more than 0.04 percent at one-year when
tested in accordance with ASTM C1293.
b. Expansion Results of Aggregate and Cementitious Materials in Combination: Not
more than 0.10 percent at an age of 16 days when tested in accordance with
ASTM C1567.
C. Alkali Content in Concrete: Not more than 4 Ib./cu. yd. for moderately reactive
aggregate or 3 lb./cu. yd. for highly reactive aggregate, when tested in accordance
CA QT n.r nr A Cr On-KTOD V r'Q n'211nnn 12
with ASTM C1293 and categorized in accordance with ASTM C1778, based on
alkali content being calculated in accordance with ACI 301.
2. Maximum Coarse-Aggregate Size: 3/4 inch nominal.
3. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.
C. Air-Entraining Admixture:ASTM C260/C260M.
D. Chemical Admixtures: Certified by manufacturer to be compatible with other admixtures that
do not contribute water-soluble chloride ions exceeding those permitted in hardened concrete.
1. Water-Reducing Admixture: ASTM C494/C494M, Type A.
2. Retarding Admixture: ASTM C494/C494M, Type B.
3. Water-Reducing and-Retarding Admixture: ASTM C494/C494M,Type D.
4. High-Range, Water-Reducing Admixture: ASTM C494/C494M,Type F.
5. High-Range, Water-Reducing and-Retarding Admixture: ASTM C494/C494M, Type G.
6. Plasticizing and Retarding Admixture: ASTM C 10 1 7/C 10 1 7M,Type 11.
E. Water and Water Used to Make Ice: ASTM C94/C94M,potable.
2.3 VAPOR RETARDERS
A. Sheet Vapor Retarder, Class A: ASTM E1745, Class A; not less than 10 mils thick. Include
manufacturer's recommended adhesive or pressure-sensitive tape.
2.4 LIQUID FLOOR TREATMENTS
A. Penetrating Liquid Floor Treatment: Clear, chemically reactive, waterborne solution of
inorganic silicate or siliconate materials and proprietary components; odorless; that penetrates,
hardens, and densifies concrete surfaces.
2.5 CURING MATERIALS
A. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing
approximately 9 oz./sq.yd. when dry.
B. Moisture-Retaining Cover: ASTM C171,polyethylene film burlap-polyethylene sheet.
1. Color:
a. Ambient Temperature Below 50 deg F: Black.
b. Ambient Temperature between 50 deg F and 85 deg F: Any color.
C. Ambient Temperature Above 85 deg F: White.
C. Curing Paper: Eight-feet-wide paper, consisting of two layers of fibered kraft paper laminated
with double coating of asphalt.
D. Water: Potable or complying with ASTM C 1602/C 1602M.
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E. Clear, Waterbome, Membrane-Forming, Dissipating Curing Compound: ASTM C309, Type 1,
Class B.
F. Clear, Waterborne, Membrane-Forming, Nondissipating Curing Compound: ASTM C309,
Type 1, Class B, certified by curing compound manufacturer to not interfere with bonding of
floor covering.
G. Clear, Waterborne, Membrane-Forming, Curing and Sealing Compound: ASTM C1315,
Type 1, Class A
2.6 CONCRETE MIXTURES, GENERAL
A. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of
laboratory trial mixture or field test data, or both, in accordance with ACI 301.
1. Use a qualified testing agency for preparing and reporting proposed mixture designs,
based on laboratory trial mixtures.
B. Cementitious Materials: Limit percentage, by weight, of cementitious materials other than
portland cement in concrete as follows:
1. Fly Ash or Other Pozzolans: 25 percent by mass.
2. Slag Cement: 50 percent by mass.
3. Total of Fly Ash or Other Pozzolans, Slag Cement: 50 percent by mass, with fly ash or
pozzolans not exceeding 25 percent by mass.
4. Total of Fly Ash or Other Pozzolans: 35 percent by mass with fly ash or pozzolans not
exceeding 25 percent by mass.
C. Admixtures: Use admixtures in accordance with manufacturer's written instructions.
1. Use water-reducing admixture in concrete,as required, for placement and workability.
2. Use water-reducing and -retarding admixture when required by high temperatures, low
humidity, or other adverse placement conditions.
2.7 CONCRETE MIXTURES
A. Class B:Normal-weight concrete used for foundation walls.
1. Exposure Class: ACI 318 P1
2. Minimum Compressive Strength: 3000 psi at 28 days.
3. Maximum w/cm: .50
4. Slump Limit:4 inches,plus or minus 1 inch.
5. Air Content:
a. Exposure Class Fl: 5.0 percent, plus or minus 1.5 percent at point of delivery for
concrete containing 3/4-inch nominal maximum aggregate size
B. Class C:Normal-weight concrete used for interior slabs-on-ground.
1. Exposure Class: ACI 318 FO
P A QT TAT DT A Pr !'YIATODrTR n��nnn c
2. Minimum Compressive Strength: 3000 psi 28 days.
3. Maximum w/cm: .59
4. Minimum Cementitious Materials Content: 540 lb/cu. yd.
5. Slump Limit: 4 inches,plus or minus 1 inch
6. Air Content:
a. Do not use an air-entraining admixture or allow total air content to exceed 3
percent for concrete used in trowel-finished floors.
b. Do not use an air-entraining admixture or allow total air content to exceed 3
percent for concrete used in trowel-finished floors.
2.8
A. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete in accordance with
ASTM C94 and ASTM C1116, and furnish batch ticket information.
B. Project-Site Mixing: Measure, batch, and mix concrete materials and concrete in accordance
with ASTM C94/C94M. Mix concrete materials in appropriate drum-type batch machine mixer.
1. For mixer capacity of 1 cu. yd. or smaller, continue mixing at least 1-1/2 minutes,but not
more than five minutes after ingredients are in mixer,before any part of batch is released.
2. For mixer capacity larger than 1 cu. yd, increase mixing time by 15 seconds for each
additional 1 cu. yd..
3. Provide batch ticket for each batch discharged and used in the Work, indicating Project
identification name and number, date, mixture type, mixture time, quantity, and amount
of water added. Record approximate location of final deposit in structure.
PART 3 -EXECUTION
3.1 INSTALLATION OF EMBEDDED ITEMS
A. Place and secure anchorage devices and other embedded items required for adjoining Work that
is attached to or supported by cast-in-place concrete.
1. Use setting drawings, templates, diagrams, instructions, and directions furnished with
items to be embedded.
2. Install anchor rods, accurately located, to elevations required and complying with
tolerances in Section 7.5 of ANSI/AISC 303.
3. Install reglets to receive waterproofing and to receive through-wall flashings in outer face
of concrete frame at exterior walls, where flashing is shown at lintels, shelf angles, and
other conditions.
3.2 JOINTS
A. Construct joints true to line,with faces perpendicular to surface plane of concrete.
B. Construction Joints: Coordinate with floor slab pattern and concrete placement sequence.
0 n c r TXT nr n CIV f1CYKT!1DR'PI:7 nllnnn A
I. Install so strength and appearance of concrete are not impaired, at locations indicated on
Drawings or as approved by Architect.
2. Place joints perpendicular to main reinforcement.
a. Continue reinforcement across construction joints unless otherwise indicated.
b. Do not continue reinforcement through sides of strip placements of floors and
slabs.
3. Locate joints for beams, slabs,joists, and girders at third points of spans. Offset joints in
girders a minimum distance of twice the beam width from a beam-girder intersection.
4. Locate horizontal joints in walls and columns at underside of floors, slabs, beams, and
girders and at the top of footings or floor slabs.
C. Isolation Joints in Slabs-on-Ground: After removing formwork, install joint-filler strips at slab
junctions with vertical surfaces, such as column pedestals, foundation walls, grade beams, and
other locations, as indicated.
1. Extend joint-filler strips full width and depth of joint, terminating flush with finished
concrete surface unless otherwise indicated on Drawings.
2. Terminate full-width joint-filler strips not less than 1/2 inch or more than 1 inch below
finished concrete surface, where joint sealants, specified in Section 079200 "Joint
Sealants," are indicated.
3. Install joint-filler strips in lengths as long as practicable. Where more than one length is
required,lace or clip sections together.
D. Doweled Joints:
1. Install dowel bars and support assemblies at joints where indicated on Drawings.
2. Lubricate or asphalt coat one-half of dowel bar length to prevent concrete bonding to one
side of joint.
3.3 CONCRETE PLACEMENT
A. Before placing concrete, verify that installation of formwork, reinforcement, embedded items,
and vapor retarder is complete and that required inspections are completed.
1. Immediately prior to concrete placement, inspect vapor retarder for damage and deficient
installation, and repair defective areas.
2. Provide continuous inspection of vapor retarder during concrete placement and make
necessary repairs to damaged areas as Work progresses.
B. Notify Architect and testing and inspection agencies 24 hours prior to commencement of
concrete placement.
C. Do not add water to concrete during delivery, at Project site, or during placement unless
approved by Architect in writing, but not to exceed the amount indicated on the concrete
delivery ticket.
1. Do not add water to concrete after adding high-range water-reducing admixtures to
mixture.
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D. Before test sampling and placing concrete, water may be added at Project site, subject to
limitations of ACI 301,but not to exceed the amount indicated on the concrete delivery ticket.
1. Do not add water to concrete after adding high-range water-reducing admixtures to
mixture.
E. Deposit concrete continuously in one layer or in horizontal layers of such thickness that no new
concrete is placed on concrete that has hardened enough to cause seams or planes of weakness.
1. If a section cannot be placed continuously,provide construction joints as indicated.
2. Deposit concrete to avoid segregation.
3. Deposit concrete in horizontal layers of depth not to exceed formwork design pressures
and in a manner to avoid inclined construction joints.
4. Consolidate placed concrete with mechanical vibrating equipment in accordance with
ACI 301.
a. Do not use vibrators to transport concrete inside forms.
b. Insert and withdraw vibrators vertically at uniformly spaced locations to rapidly
penetrate placed layer and at least 6 inches into preceding layer.
C. Do not insert vibrators into lower layers of concrete that have begun to lose
plasticity.
d. At each insertion, limit duration of vibration to time necessary to consolidate
concrete, and complete embedment of reinforcement and other embedded items
without causing mixture constituents to segregate.
F. Deposit and consolidate concrete for floors and slabs in a continuous operation, within limits of
construction joints,until placement of a panel or section is complete.
1. Do not place concrete floors and slabs in a checkerboard sequence.
2. Consolidate concrete during placement operations, so concrete is thoroughly worked
around reinforcement and other embedded items and into corners.
3. Maintain reinforcement in position on chairs during concrete placement.
4. Screed slab surfaces with a straightedge and strike off to correct elevations.
5. Level concrete, cut high areas, and fill low areas.
6. Slope surfaces uniformly to drains where required.
7. Begin initial floating using bull floats or darbies to fonn a uniform and open-textured
surface plane,before excess bleedwater appears on the surface.
8. Do not further disturb slab surfaces before starting finishing operations.
3.4 FINISHING FORMED SURFACES
A. As-Cast Surface Finishes:
1. ACI 301 Surface Finish SF-1.0: As-cast concrete texture imparted by fonn-facing
material.
a. Patch voids larger than 1/4 inches wide or 1/4 inch deep.
b. Remove projections larger than '/4 inch.
C. Tie holes do not require patching.
d. Surface Tolerance: ACI 117 Class D.
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e. Apply to concrete surfaces not exposed to public view.
2. ACI 301 Surface Finish SF-2.0: As-cast concrete texture imparted by form-facing
material, arranged in an orderly and symmetrical manner with a minimum of seams.
a. Patch voids larger than 3/4 inch wide or 1/2 inch deep.
b. Remove projections larger than 1/4 inch.
C. Patch tie holes.
d. Surface Tolerance: ACI 117 Class B.
e. Locations: Apply to concrete surfaces exposed to public view, to receive a rubbed
finish, or to be covered with a coating or covering material applied directly to
concrete.
3. ACI 301 Surface Finish SF-3.0:
a. Patch voids larger than 3/4 inch wide or 1/2 inch deep.
b. Remove projections larger than 1/8 inch.
C. Patch tie holes.
d. Surface Tolerance: ACI 117 Class A.
e. Locations: Apply to concrete surfaces exposed to public view, to receive a rubbed
finish, or to be covered with a coating or covering material applied directly to
concrete.
B. Related Unformed Surfaces:
1. At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed
surfaces, strike off smooth and finish with a color and texture matching adjacent formed
surfaces.
2. Continue final surface treatment of formed surfaces uniformly across adjacent unformed
surfaces unless otherwise indicated.
3.5 FINISHING FLOORS AND SLABS
A. Comply with ACI302.1R recommendations for screeding, restraightening, and finishing
operations for concrete surfaces. Do not wet concrete surfaces.
B. Scratch Finish:
1. While still plastic, texture concrete surface that has been screeded and bull-floated or
darbied.
2. Use stiff brushes,brooms, or rakes to produce a profile depth of 1/4 inch in one direction.
3. Apply scratch finish to surfaces to receive concrete floor toppings, to receive mortar
setting beds for bonded cementitious floor finishes.
C. Float Finish:
1. When bleedwater sheen has disappeared and concrete surface has stiffened sufficiently to
permit operation of specific float apparatus, consolidate concrete surface with power-
driven floats or by hand floating if area is small or inaccessible to power-driven floats.
CIA QT TAT DT n CIU 0nNT1 A PrPr 0
2. Repeat float passes and restraightening until surface is left with a uniform, smooth,
granular texture and complies with ACI 117 tolerances for conventional concrete.
3. Apply float finish to surfaces to receive trowel finish.
D. Trowel Finish:
1. After applying float finish, apply first troweling and consolidate concrete by hand or
power-driven trowel.
2. Continue troweling passes and restraighten until surface is free of trowel marks and
uniform in texture and appearance.
3. Grind smooth any surface defects that would telegraph through applied coatings or floor
coverings.
4. Do not add water to concrete surface.
5. Do not apply hard-troweled finish to concrete,which has a total air content greater than 3
percent.
6. Apply a trowel finish to surfaces exposed to view or to be covered with resilient flooring,
carpet, ceramic or quarry tile set over a cleavage membrane.
7. Finish and measure surface, so gap at any point between concrete surface and an
unleveled, freestanding, 10-ft.- long straightedge resting on two high spots and placed
anywhere on the surface does not exceed 1/8 inch.
E. Trowel and Fine-Broom Finish: Apply a first trowel finish to surfaces where ceramic or quarry
tile is to be installed by either thickset or thinset method. While concrete is still plastic, slightly
scarify surface with a fine broom perpendicular to main traffic route.
1. Coordinate required final finish with Architect before application.
2. Comply with flatness and levelness tolerances for trowel-finished floor surfaces.
F. Broom Finish: Apply a broom finish to exterior concrete platforms, steps, ramps, and locations
indicated on Drawings.
1. Immediately after float finishing, slightly roughen trafficked surface by brooming with
fiber-bristle broom perpendicular to main traffic route.
2. Coordinate required final finish with Architect before application.
3.6 INSTALLATION OF MISCELLANEOUS CONCRETE ITEMS
A. Filling In:
1. Fill in holes and openings left in concrete structures after Work of other trades is in place
unless otherwise indicated.
2. Mix,place, and cure concrete, as specified,to blend with in-place construction.
3. Provide other miscellaneous concrete filling indicated or required to complete the Work.
B. Curbs: Provide monolithic finish to interior curbs by stripping forms while concrete is still
green and by steel-troweling surfaces to a hard, dense finish with corners, intersections, and
terminations slightly rounded.
0 A CT TNT DT A rR ! nNTOD UrrV in
3.7 CONCRETE CURING
A. Protect freshly placed concrete from premature drying and excessive cold or hot temperatures.
1. Comply with ACI 301 and ACI 306.1 for cold weather protection during curing.
2. Comply with ACI 301 and ACI 305.1 for hot-weather protection during curing.
B. Evaporation Retarder: Apply evaporation retarder to unformed concrete surfaces if hot, dry, or
windy conditions cause moisture loss approaching 0.2 lb/sq. ft. x h before and during finishing
operations. Apply in accordance with manufacturer's written instructions after placing,
screeding, and bull floating or darbying concrete,but before float finishing.
C. Curing Formed Surfaces: Comply with ACI 308.1 as follows:
1. Cure formed concrete surfaces, including underside of beams, supported slabs, and other
similar surfaces.
2. Cure concrete containing color pigments in accordance with color pigment
manufacturer's instructions.
3. If forms remain during curing period,moist cure after loosening forms.
4. If removing forms before end of curing period, continue curing for remainder of curing
period, as follows:
a. Continuous Fogging: Maintain standing water on concrete surface until final
setting of concrete.
b. Continuous Sprinkling: Maintain concrete surface continuously wet.
C. Absorptive Cover: Pre-dampen absorptive material before application; apply
additional water to absorptive material to maintain concrete surface continuously
wet.
d. Water-Retention Sheeting Materials: Cover exposed concrete surfaces with
sheeting material,taping, or lapping seams.
e. Membrane-Forming Curing Compound: Apply uniformly in continuous operation
by power spray or roller in accordance with manufacturer's written instructions.
1) Recoat areas subject to heavy rainfall within three hours after initial
application.
2) Maintain continuity of coating and repair damage during curing period.
D. Curing Unformed Surfaces: Comply with ACI 308.1 as follows:
1. Begin curing immediately after finishing concrete.
2. Interior Concrete Floors:
a. Floors to Receive Floor Coverings Specified in Other Sections: Contractor has
option of the following:
1) Absorptive Cover: As soon as concrete has sufficient set to permit
application without marring concrete surface, install prewetted absorptive
cover over entire area of floor.
a) Lap edges and ends of absorptive cover not less than 12-inches.
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b) Maintain absorptive cover water saturated, and in place, for duration
of curing period,but not less than seven days.
2) Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture-
retaining cover for curing concrete, placed in widest practicable width, with
sides and ends lapped at least 12 inches, and sealed by waterproof tape or
adhesive.
a) Immediately repair any holes or tears during curing period, using
cover material and waterproof tape.
b) Cure for not less than seven days.
3) Ponding or Continuous Sprinkling of Water: Maintain concrete surfaces
continuously wet for not less than seven days, utilizing one, or a
combination of,the following:
a) Water.
b) Continuous water-fog spray.
b. Floors to Receive Penetrating Liquid Floor Treatments: Contractor has option of
the following:
1) Absorptive Cover: As soon as concrete has sufficient set to permit
application without marring concrete surface, install prewetted absorptive
cover over entire area of floor.
a) Lap edges and ends of absorptive cover not less than 12 inches
b) Maintain absorptive cover water saturated, and in place, for duration
of curing period,but not less than seven days.
2) Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture-
retaining cover for curing concrete, placed in widest practicable width, with
sides and ends lapped at least 12 inches, and sealed by waterproof tape or
adhesive.
a) Immediately repair any holes or tears during curing period, using
cover material and waterproof tape.
b) Cure for not less than seven days.
3) Ponding or Continuous Sprinkling of Water: Maintain concrete surfaces
continuously wet for not less than seven days, utilizing one, or a
combination of,the following:
a) Water.
b) Continuous water-fog spray.
C. Floors to Receive Polished Finish: Contractor has option of the following:
1) Absorptive Cover: As soon as concrete has sufficient set to permit
application without marring concrete surface, install prewetted absorptive
cover over entire area of floor.
0 A Q'r TAT DT A 11V OCYNTOD r rr
a) Lap edges and ends of absorptive cover not less than 12 inches.
b) Maintain absorptive cover water saturated, and in place, for duration
of curing period,but not less than seven days.
2) Ponding or Continuous Sprinkling of Water: Maintain concrete surfaces
continuously wet for not less than seven days, utilizing one, or a
combination of,the following:
a) Water.
b) Continuous water-fog spray.
d. Floors to Receive Chemical Stain:
1) As soon as concrete has sufficient set to permit application without marring
concrete surface,install curing paper over entire area of floor.
2) Install curing paper square to building lines, without wrinkles, and in a
single length without end joints.
3) Butt sides of curing paper tight; do not overlap sides of curing paper.
4) Leave curing paper in place for duration of curing period, but not less than
28 days.
e. Floors to Receive Urethane Flooring:
1) As soon as concrete has sufficient set to permit application without marring
concrete surface,install prewetted absorptive cover over entire area of floor.
2) Rewet absorptive cover, and cover immediately with polyethylene moisture-
retaining cover with edges lapped 6 inches and sealed in place.
3) Secure polyethylene moisture-retaining cover in place to prohibit air from
circulating under polyethylene moisture-retaining cover.
4) Leave absorptive cover and polyethylene moisture-retaining cover in place
for duration of curing period,but not less than 28 days.
f. Floors to Receive Curing Compound:
1) Apply uniformly in continuous operation by power spray or roller in
accordance with manufacturer's written instructions.
2) Recoat areas subjected to heavy rainfall within three hours after initial
application.
3) Maintain continuity of coating, and repair damage during curing period.
4) Removal: After curing period has elapsed, remove curing compound
without damaging concrete surfaces by method recommended by curing
compound manufacturer unless manufacturer certifies curing compound
does not interfere with bonding of floor covering used on Project.
g. Floors to Receive Curing and Sealing Compound:
1) Apply uniformly to floors and slabs indicated in a continuous operation by
power spray or roller in accordance with manufacturer's written instructions.
2) Recoat areas subjected to heavy rainfall within three hours after initial
application.
P Q TAT nr n r'P rnATODrrrP n,211)nn 1Q
3) Repeat process 24 hours later, and apply a second coat. Maintain continuity
of coating, and repair damage during curing period.
3.8 TOLERANCES
A. Conform to ACI 117.
3.9 APPLICATION OF LIQUID FLOOR TREATMENTS
A. Penetrating Liquid Floor Treatment: Prepare, apply, and finish penetrating liquid floor treatment
in accordance with manufacturer's written instructions.
1. Remove curing compounds, sealers, oil, dirt, laitance, and other contaminants and
complete surface repairs.
2. Do not apply to concrete that is less than 14 days'old.
3. Apply liquid until surface is saturated, scrubbing into surface until a gel forms; rewet;
and repeat brooming or scrubbing.
4. Rinse with water;remove excess material until surface is dry.
5. Apply a second coat in a similar manner if surface is rough or porous.
B. Sealing Coat: Uniformly apply a continuous sealing coat of curing and sealing compound to
hardened concrete by power spray or roller in accordance with manufacturer's written
instructions.
3.10 PROTECTION
A. Protect concrete surfaces as follows:
1. Protect from petroleum stains.
2. Diaper hydraulic equipment used over concrete surfaces.
3. Prohibit vehicles from interior concrete slabs.
4. Prohibit use of pipe-cutting machinery over concrete surfaces.
5. Prohibit placement of steel items on concrete surfaces.
6. Prohibit use of acids or acidic detergents over concrete surfaces.
7. Protect liquid floor treatment from damage and wear during the remainder of construction
period. Use protective methods and materials, including temporary covering,
recommended in writing by liquid floor treatments installer.
8. Protect concrete surfaces scheduled to receive surface hardener or polished concrete
finish using Floor Slab Protective Covering.
END OF SECTION 033000
I-n c r TAT UT n rU 1'1YNT!'DU PT2 n21AAA 1 n
SECTION 061000-ROUGH CARPENTRY
PART 1 -GENERAL
1.1 SUMMARY
A. Section Includes:
1. Wood blocking and nailers.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of process and factory-fabricated product.
1.3 INFORMATIONAL SUBMITTALS
A. Material Certificates: For dimension lumber specified to comply with minimum allowable unit
stresses. Indicate species and grade selected for each use and design values approved by the
ALSC Board of Review.
B. Evaluation Reports: For the following, from ICC-ES:
1. Wood-preservative-treated wood.
2. Fire-retardant-treated wood.
3. Engineered wood products.
4. Shear panels.
5. Power-driven fasteners.
6. Post-installed anchors.
7. Metal framing anchors.
PART2-PRODUCTS
2.1 WOOD PRODUCTS, GENERAL
A. Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is
indicated, comply with the applicable rules of any rules-writing agency certified by the ALSC
Board of Review. Grade lumber by an agency certified by the ALSC Board of Review to
inspect and grade lumber under the rules indicated. ,
1. Factory mark each piece of lumber with grade stamp of grading agency.
2. Dress lumber, S4S,unless otherwise indicated.
B. Maximum Moisture Content of Lumber: 15 percent for 2-inch nominal (38-mm actual)
thickness or less; 19 percent for more than 2-inch nominal (38-mm actual) thickness unless
otherwise indicated.
D nT T1_T-T P A D DI~KTTD V n41 nnn 1
C. Engineered Wood Products: Acceptable to authorities having jurisdiction and for which current
model code research or evaluation reports exist that show compliance with building code in
effect for Project.
1. Allowable design stresses, as published by manufacturer, shall meet or exceed those
indicated. Manufacturer's published values shall be determined from empirical data or by
rational engineering analysis and demonstrated by comprehensive testing performed by a
qualified independent testing agency.
2.2 MISCELLANEOUS LUMBER
A. General: Provide miscellaneous lumber indicated and lumber for support or attachment of other
construction, including the following:
1. Blocking.
2. Nailers.
B. Dimension Lumber Items: Construction or No. 2 grade lumber of any species.
C. Concealed Boards: 19 percent maximum moisture content and any of the following species and
grades:
1. Mixed southern pine or southern pine;No. 2 grade; SPIB.
2. Eastern softwoods;No. 2 Common grade;NeLMA.
3. Northern species;No. 2 Common grade;NLGA.
4. Western woods; Construction or No. 2 Common grade; WCLIB or WWPA.
2.3 FASTENERS
A. General: Fasteners shall be of size and type indicated and shall comply with requirements
specified in this article for material and manufacture.
1. Where rough carpentry is exposed to weather, in ground contact, pressure-preservative
treated, or in area of high relative humidity, provide fasteners with hot-dip zinc coating
complying with ASTM A153/A153M.
B. Power-Driven Fasteners: Fastener systems with an evaluation report acceptable to authorities
having jurisdiction,based on ICC-ES AC70.
C. Post-Installed Anchors: Fastener systems with an evaluation report acceptable to authorities
having jurisdiction, based on ICC-ES ACO1 ICC-ES AC58 ICC-ES AC 193 or ICC-ES AC308
as appropriate for the substrate.
2.4 METAL FRAMING ANCHORS
A. Galvanized-Steel Sheet: Hot-dip, zinc-coated steel sheet complying with ASTM A653/A653M,
G60(Z180) coating designation.
1. Use for interior locations unless otherwise indicated.
n 11T T17T T (1 A 11 T]L`AT•Tn%7 n�i nnn 7
PART 3 -EXECUTION
3.1 INSTALLATION
A. Framing Standard: Comply with AF&PA's WCD 1, "Details for Conventional Wood Frame
Construction,"unless otherwise indicated.
B. Framing with Engineered Wood Products: Install engineered wood products to comply with
manufacturer's written instructions.
C. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and
fitted. Fit rough carpentry accurately to other construction. Locatenailers, blocking,and similar
supports to comply with requirements for attaching other construction.
D. Install shear wall panels to comply with manufacturer's written instructions.
E. Install metal framing anchors to comply with manufacturer's written instructions. Install
fasteners through each fastener hole.
F. Do not splice structural members between supports unless otherwise indicated.
G. Comply with AWPA M4 for applying field treatment to cut surfaces of preservative-treated
lumber.
H. Where wood-preservative-treated lumber is installed adjacent to metal decking, install
continuous flexible flashing separator between wood and metal decking.
I. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated,
complying with the following:
1. Table 2304.9.1, "Fastening Schedule," in ICC's International Building Code(IBC).
2. Table R602.3(1), "Fastener Schedule for Structural Members," and Table R602.3(2),
"Alternate Attachments," in ICC's International Residential Code for One- and Two-
Family Dwellings.
3. ICC-ES evaluation report for fastener.
3.2 PROTECTION
A. Protect wood that has been treated with inorganic boron (SBX) from weather. If, despite
protection, inorganic boron-treated wood becomes wet, apply EPA-registered borate treatment.
Apply borate solution by spraying to comply with EPA-registered label.
B. Protect rough carpentry from weather. If, despite protection, rough carpentry becomes wet,
apply EPA-registered borate treatment. Apply borate solution by spraying to comply with EPA-
registered label.
END OF SECTION 061000
D nT T!'_T-J 0 AD Dr KTTD V n�T nnn Z
SECTION 070150.19-PREPARATION FOR REROOFING
PART 1 -GENERAL
1.1 SUMMARY
A. Section Includes:
1. Re-cover preparation of entire roof area.
2. Removal of flashings and counterflashings.
1.2 ALLOWANCES
A. Allowance for removal of existing wet insulation, and replacement with new insulation, is
specified under Section 012100 "Allowances."
B. Allowance for removal of existing deteriorated metal roof deck, and replacement with new
metal roof deck, is specified under Section 012100 "Allowances."
C. Allowance for removal of existing deteriorated wood roof deck, and replacement with new
wood deck, is specified under Section 012100 "Allowances."
D. Allowance for removal of existing deteriorated wood nailers and curbs, and replacement with
new wood, is specified under Section 012100 "Allowances."
E. Allowance for removal of existing deteriorated parapet wall sheathing, and replacement with
new sheathing, is specified under Section 012100 "Allowances."
1.3 PREINSTALLATION MEETINGS
A. Preliminary Roofing Conference: Before starting removal Work, conduct conference at Project
site Elizabeth Field Airport Electrical Vault.
1.4 INFORMATIONAL SUBMITTALS
A. Photographs or Videotape: Show existing conditions of adjoining construction and site
improvements, including exterior and interior finish surfaces, that might be misconstrued as
having been damaged by reroofing operations.
1. Submit before Work begins.
1.5 QUALITY ASSURANCE
A. Installer Qualifications: Approved by warrantor of existing roofing system to work on existing
roofing.
PREPARATION FOR REROOFING 070150.19 - 1
1.6 FIELD CONDITIONS
A. Existing Roofing System: Built-up asphalt roofing.
B. Protect building to be reroofed, site improvements, exterior plantings, and landscaping from
damage or soiling from reroofing operations.
C. Conditions existing at time of inspection for bidding will be maintained by Owner as far as
practical.
1. A roof moisture survey of existing roofing system is available for Contractor's reference.
2. The results of an analysis of test cores from existing roofing system are available for
Contractor's reference.
3. Construction Drawings for existing roofing system are provided for Contractor's
convenience and information,but they are not a warranty of existing conditions. They are
intended to supplement rather than serve in lieu of Contractor's own investigations.
Contractor is responsible for conclusions derived from existing documents.
D. Weather Limitations: Proceed with reroofing preparation only when existing and forecasted
weather conditions permit Work to proceed without water entering existing roofing system or
building.
1. Remove only as much roofing in one day as can be made watertight in the same day.
PART 2 -PRODUCTS
2.1 AUXILIARY REROOFING MATERIALS
A. General: Use auxiliary reroofing preparation materials recommended by roofing system
manufacturer for intended use and compatible with components of existing and new roofing
system.
PART 3 -EXECUTION
3.1 PREPARATION
A. Test existing roof drains to verify that they are not blocked or restricted.
1. Immediately notify Architect of any blockages or restrictions.
B. Coordinate with Owner to shut down air-intake equipment in the vicinity of the Work.
1. Cover air-intake louvers before proceeding with reroofing work that could affect indoor
air quality or activate smoke detectors in the ductwork.
C. During removal operations, have sufficient and suitable materials on-site to facilitate rapid
installation of temporary protection in the event of unexpected rain.
PREPARATION FOR REROOFING 070150.19 -2
D. Maintain roof drains in functioning condition to ensure roof drainage at end of each workday.
1. Prevent debris from entering or blocking roof drains and conductors.
a. Use roof-drain plugs specifically designed for this purpose.
b. Remove roof-drain plugs at end of each workday, when no work is taking place,or
when rain is forecast.
2. If roof drains are temporarily blocked or unserviceable due to roofing system removal or
partial installation of new roofing system,provide alternative drainage method to remove
water and eliminate ponding.
a. Do not permit water to enter into or under existing roofing system components that
are to remain.
3.2 ROOF RE-COVER PREPARATION
A. Remove blisters, ridges, buckles,mechanically attached roofing fastener buttons projecting
above roofing, and other substrate irregularities from existing roofing that inhibit new recover
boards from conforming to substrate.
1. Remove loose aggregate from aggregate-surfaced, built-up bituminous roofing with a
power broom.
2. Broom clean existing substrate.
3. Coordinate with Owner's inspector to schedule times for tests and inspections.
4. Verify that existing substrate is dry.
a. Spot check substrates with an electrical capacitance moisture-detection meter.
5. Remove materials that are wet or damp.
a. Removal will be paid for by adjusting the Contract Sum according to unit prices
included in the Contract Documents.
3.3 BASE FLASHING REMOVAL
A. Remove existing base flashings.
1. Clean substrates of contaminants, such as asphalt, sheet materials, dirt, and debris.
B. Do not damage metal counterflashings that are to remain.
1. Replace metal counterflashings damaged during removal with counterflashings specified
in Section 076200"Sheet Metal Flashing and Trim."
C. When directed by Architect, replace parapet framing, wood blocking, curbs, and nailers to
comply with Section 061000 "Rough Carpentry."
END OF SECTION 070150.19
PREPARATION FOR REROOFING 070150.19 -3
SECTION 075323 -ETHYLENE-PROPYLENE-DIENE-MONOMER(EPDM)ROOFING
PART 1 -GENERAL
1.1 SUMMARY
A. Section Includes:
1. Mechanically fastened, ethylene-propylene-diene-terpolymer(EPDM)roofing system.
2. Roof insulation.
3. Cover board.
1.2 PREINSTALLATION MEETINGS
A. Preliminary Conference: Conduct conference at Project site.
1.3 ACTION SUBMITTALS
A. Product Data:For each type of product.
1. For insulation and roof system component fasteners, include copy of FM Approvals'
RoofNav listing.
B. Shop Drawings: Include roof plans, sections, details, and attachments to other work, including
the following:
1. Base flashings and membrane terminations.
2. Roof plan showing orientation of steel roof deck and orientation of roof membrane and
fastening spacings and patterns for mechanically fastened roofing system.
3. Insulation fastening patterns for corner,perimeter, and field-of-roof locations.
4. Tie-in with air barrier.
C. Samples: For the following products:
1. Roof membrane and flashings of color required.
D. Wind Uplift Resistance Submittal: For roofing system, indicating compliance with wind uplift
performance requirements.
1.4 INFORMATIONAL SUBMITTALS
A. Manufacturer Certificates:
1. Performance Requirement Certificate: Signed by roof membrane manufacturer, certifying
that roofing system complies with requirements specified in "Performance Requirements"
Article.
a. Submit evidence of complying with performance requirements.
ETHYLENE-PROPYLENE-DIENE-MONOMER(EPDM)ROOFING 075323 - 1
2. Special Warranty Certificate: Signed by roof membrane manufacturer, certifying that all
materials supplied under this Section are acceptable for special warranty.
B. Product Test Reports: For components of roof membrane and insulation, for tests performed by
a qualified testing agency,indicating compliance with specified requirements.
C. Research reports.
D. Field Test Reports:
1. Concrete internal relative humidity test reports.
2. Fastener-pullout test results and manufacturer's revised requirements for fastener
patterns.
E. Field quality-control reports.
F. Sample warranties.
1.5 CLOSEOUT SUBMITTALS
A. Maintenance data.
B. Certified statement from existing roof membrane manufacturer stating that existing roof
warranty has not been affected by Work performed under this Section.
1.6 QUALITY ASSURANCE
A. Manufacturer Qualifications: A qualified manufacturer that is listed in FM Approvals' RoofNav
for roofing system identical to that used for this Project.
B. Installer Qualifications: A qualified firm that is approved, authorized, or licensed by roofing
system manufacturer to install manufacturer's product and that is eligible to receive
manufacturer's special warranty.
1.7 WARRANTY
A. Special Warranty: Manufacturer agrees to repair or replace components of roofing system that
fail in materials or workmanship within specified warranty period.
1. Warranty Period: 30 years from Date of Substantial Completion.
PART 2-PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Accelerated Weathering: Roof membrane shall withstand 2000 hours of exposure when tested
according to ASTM G152,ASTM G154, or ASTM G155.
ETHYLENE-PROPYLENE-DIENE-MONOMER(EPDM)ROOFING 075323 -2
B. Impact Resistance: Roof membrane shall resist impact damage when tested according to
ASTM D3746,ASTM D4272, or the Resistance to Foot Traffic Test in FM Approvals 4470.
C. Wind Uplift Resistance: Design roofing system to resist the following wind uplift pressures
when tested according to FM Approvals 4474,UL 580, or UL 1897:
I 1. Zone 1 (Roof Area Field): -90 lbf/sq.ft
2. Zone 2(Roof Area Perimeter): -901bf/sq. ft
3. Zone 3 (Roof Area Corners): -90 lbf/sq.ft
D. FM Approvals' RoofNav Listing: Roof membrane, base flashings, and component materials
I shall comply with requirements in FM Approvals 4450 or FM Approvals 4470 as part of a
roofing system, and shall be listed in FM Approvals' RoofNav for Class I or noncombustible
construction, as applicable.Identify materials with FM Approvals Certification markings.
1. Fire/Windstorm Classification: Class 1A-105.
E. ENERGY STAR Listing: Roofing system shall be listed on the DOE's ENERGY STAR "Roof
Products Qualified Product List" for low-slope roof products.
F. Energy Performance: Roofing system shall have an initial solar reflectance of not less than 0.70
and an emissivity of not less than 0.75 when tested according to CRRC-1.
G. Exterior Fire-Test Exposure: ASTM E108 or UL 790, Class C; for application and roof slopes
indicated; testing by a qualified testing agency. Identify products with appropriate markings of
applicable testing agency.
H. Fire-Resistance Ratings: Comply with fire-resistance-rated assembly designs indicated. Identify
Qproducts with appropriate markings of applicable testing agency.
2.2 MANUFACTURERS
A. Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
1. EPDM Sheet
a. Carlisle Syntec Systems; Carlisle Corp.,Model Sure-Seal EPDM fully adhered
b. Firestone Building Products Co.
C. Versico LLC.
2.3 ETHYLENE-PROPYLENE-DIENE-TERPOLYMER(EPDM)ROOFING
A. EPDM Sheet: ASTM D4637/D4637M, Type II, scrim or fabric internally reinforced, EPDM
asheet with factory-applied seam tape.
1. <Double click here to find, evaluate, and insert list of manufacturers and products>
2. Thickness: 90 mils(2.2 mm),nominal.
3. Exposed Face Color: Black.
ETHYLENE-PROPYLENE-DIENE-MONOMER(EPDM) ROOFING 075323 -3
2.4 AUXILIARY ROOFING MATERIALS
A. General: Auxiliary materials recommended by roofing system manufacturer for intended use
and compatible with other roofing components.
1. Adhesive and Sealants: Comply with VOC limits of authorities having jurisdiction.
B. Sheet Flashing: 60-mil- (1.5-mm-) thick EPDM, partially cured or cured, according to
application.
C. Protection Sheet: Epichlorohydrin or neoprene nonreinforced flexible sheet, 55 to 60 mils (1.4
to 1.5 mm) thick, recommended by EPDM manufacturer for resistance to hydrocarbons, non-
aromatic solvents, grease, and oil.
D. Slip Sheet: ASTM D2178/D2178M,Type IV; glass fiber; asphalt-impregnated felt.
E. Slip Sheet: Manufacturer's standard, of thickness required for application.
F. Bonding Adhesive: Sureseal or approved equal.
G. Modified Asphaltic Fabric-Backed Membrane Adhesive: Roofing system manufacturer's
standard modified asphalt, asbestos-free, cold-applied adhesive formulated for compatibility
and use with fabric-backed membrane roofing.
H. Water-Based, Fabric-Backed Membrane Adhesive: Roofing system manufacturer's standard
water-based, cold-applied adhesive formulated for compatibility and use with fabric-backed
membrane roofing.
I. Low-Rise, Urethane, Fabric-Backed Membrane Adhesive: Roof system manufacturer's standard
spray-applied, low-rise,two-component urethane adhesive formulated for compatibility and use
with fabric-backed membrane roofing.
J. Seaming Material: Sure-Seal 6 inch SecurTAPE and HP-250 Primer or approved equal.
K. Lap Sealant: Sure-Seal Lap Sealant or approved equal.
L. Water Cutoff Mastic: Manufacturer's standard butyl mastic sealant.
M. Metal Termination Bars: Manufacturer's standard, predrilled stainless steel or aluminum bars,
approximately 1 by 1/8 inch(25 by 3 mm)thick;with anchors.
N. Fasteners: Factory-coated steel fasteners and metal or plastic plates complying with corrosion-
resistance provisions in FM Approvals 4470, designed for fastening components to substrate,
and acceptable to roofing system manufacturer.
O. Miscellaneous Accessories: Provide pourable sealers, preformed cone and vent sheet flashings,
molded pipe boot flashings, preformed inside and outside corner sheet flashings, reinforced
EPDM securement strips, T joint covers, in-seam sealants, termination reglets, cover strips, and
other accessories.
1. Provide white flashing accessories for white EPDM membrane roofing.
ETHYLENE-PROPYLENE-DIENE-MONOMER(EPDM)ROOFING 075323 -4
P. Cover Board: ASTM C1177/C1177M, glass-mat, water-resistant gypsum substrate, or
ASTM C1278/C1278M,fiber-reinforced gypsum board.
1. Thickness: 5/8 inch(16 mm).
2. Surface Finish: Unprimed.
PART 3 -EXECUTION
3.1 INSTALLATION OF ROOFING, GENERAL
A. Install roofing system according to roofing system manufacturer's written instructions, FM
Approvals' RoofNav assembly requirements, and FM Global Property Loss Prevention Data
Sheet 1-29.
B. Complete terminations and base flashings and provide temporary seals to prevent water from
entering completed sections of roofing system at end of workday or when rain is forecast.
Remove and discard temporary seals before beginning work on adjoining roofing.
C. Install roof membrane and auxiliary materials to tie in to existing roofing to maintain
weathertightness of transition and to not void warranty for existing roofing system.
3.2 INSTALLATION OF COVER BOARDS
A. Install cover boards over insulation with long joints in continuous straight lines with end joints
staggered between rows. Offset joints of insulation below a minimum of 6 inches (150 mm) in
each direction.
1. Trim cover board neatly to fit around penetrations and projections, and to fit tight to
intersecting sloping roof decks.
2. At internal roof drains, conform to slope of drain sump.
a. Trim cover board so that water flow is unrestricted.
3. Cut and fit cover board tight to nailers,projections, and penetrations.
4. Loosely lay cover board over substrate.
5. Adhere cover board to substrate using adhesive according to FM Approvals' RoofNav
assembly requirements and FM Global Property Loss Prevention Data Sheet 1-29 for
specified Windstorm Resistance Classification, as follows:
a. Set cover board in a solid mopping of hot roofing asphalt, applied within plus or
minus 25 deg F(14 deg C) of equiviscous temperature.
b. Set cover board in ribbons of bead-applied insulation adhesive, firmly pressing and
maintaining insulation in place.
C. Set cover board in a uniform coverage of full-spread insulation adhesive, firmly
pressing and maintaining insulation in place.
B. Install slip sheet over cover board and immediately beneath roofing.
ETHYLENE-PROPYLENE-DIENE-MONOMER(EPDM)ROOFING 075323 -5
i
3.3 INSTALLATION OF MECHANICALLY FASTENED MEMBRANE ROOFING �I
A. Mechanically fasten roof membrane over area to receive roofing according to roofing system
manufacturer's written instructions. II
B. Unroll roofing membrane and allow to relax before installing.
C. For in-splice attachment, install roof membrane with long dimension perpendicular to steel roof I'
deck flutes.
D. Start installation of roofing in presence of roofing system manufacturer's technical personnel. II
E. Accurately align roof membrane, and maintain uniform side and end laps of minimum I�
dimensions required by manufacturer. Stagger end laps.
F. Mechanically fasten or adhere roof membrane securely at terminations, penetrations, and
perimeter of roofing. I!
G. Apply roof membrane with side laps shingled with slope of roof deck where possible. I
H. Adhesive Seam Installation: Clean both faces of splice areas, apply splicing cement. II
1. Firmly roll side and end laps of overlapping roof membrane to ensure a watertight seam I�
installation.
2. Apply lap sealant and seal exposed edges of roofing terminations.
3. Apply a continuous bead of in-seam sealant before closing splice if required by roofing II
system manufacturer.
I. Tape Seam Installation: Clean and prime both faces of splice areas, apply splice tape.
1. Firmly roll side and end laps of overlapping roof membrane to ensure a watertight seam
installation.
2. Apply lap sealant and seal exposed edges of roofing terminations.
J. Factory-Applied Seam Tape Installation: Clean and prime surface to receive tape.
1. Firmly roll side and end laps of overlapping roof membrane to ensure a watertight seam
installation.
2. Apply lap sealant and seal exposed edges of roofing terminations.
K. Spread sealant or mastic bed over deck-drain flange at roof drains, and securely seal roof
membrane in place with clamping ring.
L. In-Splice Attachment: Secure one edge of roof membrane using fastening plates or metal
battens centered within splice, and mechanically fasten roof membrane to roof deck. Field
splice seam.
M. Through-Membrane Attachment: Secure roofing using fastening plates or metal battens, and
mechanically fasten roof membrane to roof deck. Cover battens and fasteners with a continuous
cover strip.
ETHYLENE-PROPYLENE-DIENE-MONOMER(EPDM)ROOFING 075323 -6
N. Adhere protection sheet over roof membrane at locations indicated.
3.4 INSTALLATION OF BASE FLASHING
A. Install sheet flashings and preformed flashing accessories, and adhere to substrates according to
roofing system manufacturer's written instructions.
B. Apply bonding adhesive to substrate and underside of sheet flashing at required rate, and allow
to partially dry. Do not apply to seam area of flashing.
C. Flash penetrations and field-formed inside and outside corners with cured or uncured sheet
flashing.
D. Clean splice areas, apply splicing cement, and firmly roll side and end laps of overlapping
sheets to ensure a watertight seam installation. Apply lap sealant and seal exposed edges of
sheet flashing terminations.
E. Terminate and seal top of sheet flashings and mechanically anchor to substrate through
termination bars.
3.5 PROTECTING AND CLEANING
A. Protect roofing system from damage and wear during remainder of construction period. When
remaining construction does not affect or endanger roofing system, inspect roofing system for
deterioration and damage, describing its nature and extent in a written report, with copies to
Architect and Owner.
B. Correct deficiencies in or remove roofing system that does not comply with requirements,repair
substrates, and repair or reinstall roofing system to a condition free of damage and deterioration
at time of Substantial Completion and according to warranty requirements.
C. Clean overspray and spillage from adjacent construction using cleaning agents and procedures
recommended by manufacturer of affected construction.
END OF SECTION 075323
ETHYLENE-PROPYLENE-DIENE-MONOMER(EPDM)ROOFING 075323-7
SECTION 077100-ROOF SPECIALTIES
PART 1 -GENERAL
1.1 SUMMARY
A. Section Includes:
1. Roof-edge specialties.
B. Preinstallation Conference: Conduct conference at Elizabeth Field Airport Electrical Vault
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. Shop Drawings: For roof specialties.
1. Include plans,elevations,expansion j oint locations,keyed details,and attachments to other
work.Distinguish between plant-and field-assembled work.
C. Samples: For each type of roof specialty and for each color and texture specified.
1.3 INFORMATIONAL SUBMITTALS
A. Product Test Reports:For tests performed by a qualified testing agency.
B. Sample warranty.
1.4 CLOSEOUT SUBMITTALS
A. Maintenance Data: For roofing specialties to include in maintenance manuals.
1.5 QUALITY ASSURANCE
A. Manufacturer Qualifications: A qualified manufacturer offering products meeting requirements
that are FM Approvals listed for specified class and SPRI ES-1 tested to specified design pressure.
1.6 WARRANTY
A. Roofing-System Warranty: Roof specialties are included in warranty provisions in Section
<Insert Section number> "<Insert roof Section title>."
ROOF SPECIALTIES 077100- 1
B. Special Warranty on Painted Finishes: Manufacturer agrees to repair finish or replace roof
specialties that show evidence of deterioration of factory-applied finishes within specified
warranty period.
1. Fluoropolymer Finish: Deterioration includes,but is not limited to,the following:
a. Color fading more than 5 Hunter units when tested according to ASTM D2244.
b. Chalking in excess of a No. 8 rating when tested according to ASTM D4214.
C. Cracking, checking,peeling, or failure of paint to adhere to bare metal.
2. Finish Warranty Period: 20 years from date of Substantial Completion.
PART 2-PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. FM Approvals' Listing: Manufacture and install roof-edge specialties that are listed in FM
Approvals'"RoofNav"and approved for windstorm classification,Class 1-120. Identify materials
with FM Approvals'markings.
B. SPRI Wind Design Standard: Manufacture and install roof-edge specialties tested according to
SPRI ES-1 and capable of resisting the following design pressures:
1. Design Pressure: 28 psf.
C. Thermal Movements: Allow for thermal movements from ambient and surface temperature
changes to prevent buckling, opening of joints, hole elongation, overstressing of components,
failure of joint sealants, failure of connections, and other detrimental effects. Provide clips that
resist rotation and avoid shear stress as a result of thermal movements. Base calculations on
surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss.
1. Temperature Change (Range): 120 deg F (67 deg C), ambient; 180 deg F (100 deg C),
material surfaces.
2.2 ROOF-EDGE SPECIALTIES
A. Roof-Edge Fascia: Manufactured,two-piece,roof-edge fascia consisting of snap-on metal fascia
cover in section lengths not exceeding 12 feet (3.6 m) and a continuous metal receiver with
integral drip-edge cleat to engage fascia cover and secure single-ply roof membrane. Provide
matching corner units.
1. Formed Aluminum Sheet Fascia Covers: Aluminum sheet, 0.063 inch (1.60 mm)thick.
a. Surface: Smooth, flat finish.
b. Finish: Mill.
C. Color: As selected by Architect from manufacturer's full range.
2. Corners: Factory mitered and mechanically clinched and sealed watertight.
3. Splice Plates: Concealed, of same material,finish, and shape as fascia cover.
ROOF SPECIALTIES 077100 -2
4. Receiver: Extruded aluminum, 0.080 inch(2.03 tnm)thick.
5. Fascia Accessories: Downspout scuppers with integral conductor head and downspout
adapters(if needed).
B. One-Piece Gravel Stops: Manufactured, one-piece, metal gravel stop in section lengths not
exceeding 12 feet (3.6 m), with a horizontal flange and vertical leg fascia terminating in a drip
edge, and concealed splice plates of same material, finish, and shape as gravel stop. Provide
matching corner units.
1. -Double click here to find. eN aluate. and nlsert Itst ui'manufacturers and products
2. Formed Aluminum Sheet Gravel Stops: Aluminum sheet, 0.063 inch (1.60 mm)thick.
a. Surface: Smooth, flat finish.
b. Finish: Mill.
C. Color: Insert color.
3. Corners: Factory mitered and mechanically clinched and sealed watertight.
2.3 MATERIALS
A. Zinc-Coated(Galvanized)Steel Sheet:ASTM A653/A653M, G90 (Z275) coating designation.
B. Aluminum Sheet: ASTM B209 (ASTM B209M), alloy as standard with manufacturer for finish
required,with temper to suit forming operations and performance required.
C. Stainless-Steel Sheet: ASTM A240/A240M or ASTM A666,Type 304.
D. Copper Sheet: ASTM B370, cold-rolled copper sheet,HOO or HO temper.
2.4 UNDERLAYMENT MATERIALS
A. Self-Adhering, High-Temperature Sheet: Minimum 30 to 40 mils (0.76 to 1.0 tntn) thick,
consisting of slip-resisting polyethylene-film top surface laminated to layer of butyl or SBS-
modified asphalt adhesive, with release-paper backing; cold applied. Provide primer when
recommended by underlayment manufacturer.
1. -DuulDle L11ch here to find. evaluate and m,-en Ilst of IllanUl,1ClIlrels and products:=
2. Thermal Stability:ASTM D 1970/1)1970M; stable after testing at 240 deg F (116 deg Q.
3. Low-Temperature Flexibility: ASTM D1970/1)1970M; passes after testing at minus 20
deg F (29 deg Q.
B. Felt: ASTM D226/D226M, Type II(No. 30), asphalt-saturated organic felt,nonperforated.
C. Slip Sheet: Rosin-sized building paper, 3-lb/100 sq. ft. (0.16-kg/sq. m)minimum.
ROOF SPECIALTIES 077100 -3
2.5 MISCELLANEOUS MATERIALS
A. Fasteners: Manufacturer's recommended fasteners, suitable for application and designed to meet
performance requirements.Furnish the following unless otherwise indicated:
1. Exposed Penetrating Fasteners: Gasketed screws with hex washer heads matching color of
sheet metal.
2. Fasteners for Copper Sheet: Copper, hardware bronze, or passivated Series 300 stainless
steel.
3. Fasteners for Aluminum:Aluminum or Series 300 stainless steel. I
4. Fasteners for Stainless-Steel Sheet: Series 300 stainless steel.
5. Fasteners for Zinc-Coated (Galvanized) Steel Sheet: Series 300 stainless steel or hot-dip
zinc-coated steel according to ASTM Al53/A153M or ASTM F2329.
B. Elastomeric Sealant: ASTM C920, elastomeric polyurethane polymer sealant of type, grade,
class, and use classifications required by roofing-specialty manufacturer for each application.
C. Butyl Sealant: ASTM C1311, single-component, solvent-release butyl rubber sealant;
polyisobutylene plasticized;heavy bodied for hooked-type joints with limited movement.
D. Bituminous Coating: Cold-applied asphalt emulsion complying with ASTM DI 187/DI 187M.
E. Asphalt Roofing Cement:ASTM D4586, asbestos free, of consistency required for application.
2.6 FINISHES
A. Coil-Coated Aluminum Sheet Finishes:
1. High-Performance Organic Finish: Prepare, pretreat, and apply coating to exposed metal
surfaces to comply with coating and resin manufacturers'written instructions.
a. Two-Coat Fluoropolymer: AAMA 2605. Fluoropolymer finish containing not less
than 70 percent PVDF resin by weight in color coat.
b. Three-Coat Fluoropolymer: AAMA 2605.Fluoropolymer finish containing not less
than 70 percent PVDF resin by weight in both color coat and clear topcoat.
C. Two-Coat Mica Fluoropolymer: AAMA 2605. Fluoropolymer finish with
suspended mica flakes containing not less than 70 percent PVDF resin by weight in
color coat.
d. Three-Coat Metallic Fluoropolymer: AAMA 2605. Fluoropolymer finish with
suspended metallic flakes containing not less than 70 percent PVDF resin by weight
in both color coat and clear topcoat.
2. Clear Anodic Finish: AAMA 611, AA-M12C22A41, Class 1, 0.018 mm or thicker.
ROOF SPECIALTIES 077100 -4
PART 3 -EXECUTION
3.1 UNDERLAYMENT INSTALLATION
A. Self-Adhering Sheet Underlayment: Apply primer if required by manufacturer. Comply with
temperature restrictions of underlayment manufacturer for installation. Apply wrinkle free, in
shingle fashion to shed water;and with end laps of not less than 6 inches (152 mm) staggered 24
inches (610 min) between courses. Overlap side edges not less than 3-1/2 inches'(90 mm). Roll
laps with roller. Cover underlayment within,l4,days.
1. Apply continuously under roof-edge specialties.,
2. Coordinate application of self-adhering sheet underlayment under roof specialties with
requirements for continuity with adjacent air barrier materials.
B. Felt Underlayment:Install with adhesive for temporary anchorage to minimize use of mechanical
fasteners under roof specialties.Apply in shingle fashion to shed water,with lapped joints of not
less than 2 inches (50 mm).
C. Slip Sheet: Install with tape or adhesive for temporary anchorage to minimize use of mechanical
fasteners under roof specialties.Apply in shingle fashion to shed water,with lapped joints of not
less than 2 inches (50 mm).'
3.2 INSTALLATION, GENERAL
A. General: Install roof specialties according to manufacturer's written instructions. Anchor roof
specialties securely in place,with provisions for thermal and structural movement.Use fasteners,
solder,protective coatings,separators,underlayments,sealants, and other miscellaneous items as
required to complete roof-specialty systems.
1. Install roof specialties level,plumb,true to line and elevation;with limited oil-canning and
without warping,jogs in alignment,buckling, or tool marks.
2. Provide uniform,neat seams with minimum exposure of solder and sealant.
3. Install roof specialties to fit substrates and to result in weathertight performance. Verify
shapes and dimensions of surfaces to be covered before manufacture.
4. Torch cutting of roof specialties is not permitted.
5. Do not use graphite pencils to mark metal surfaces.
B. Metal Protection: Protect metals against galvanic�action by separating dissimilar metals from
contact with each other or with corrosive substrates by painting contact surfaces with-bituminous
coating or by other permanent separation as recommended by manufacturer.
1. Coat concealed side of uncoated aluminum roof specialties with bituminous coating where
in contact with wood, ferrous metal, or cementitious construction.
2. Bed flanges in thick coat of asphalt roofing cement where required by manufacturers of
roof specialties for waterproof performance.
C. Expansion Provisions: Allow for thermal expansion of exposed roof specialties.
ROOF SPECIALTIES 077100-5
1. Space movement joints at a maximum of 12 feet (3.6 in) with no joints within 18 inches
(450 mm) of corners or intersections unless otherwise indicated on Drawings.
2. When ambient temperature at time of installation is between 40 and 70 deg F (4 and 21
deg C), set joint members for 50 percent movement each way. Adjust setting
proportionately for installation at higher ambient temperatures.
D. Fastener Sizes: Use fasteners of sizes that penetrate wood blocking or sheathing not less than 1-
1/4 inches (32 mm) for nails and not less than 3/4 inch (19 mm) for wood screws.
E. Seal concealed joints with butyl sealant as required by roofing-specialty manufacturer. I
F. Seal joints as required for weathertight construction.Place sealant to be completely concealed in
joint.Do not install sealants at temperatures below 40 deg F(4 deg Q.
G. Soldered Joints: Clean surfaces to be soldered,removing oils and foreign matter.Pre-tin edges of I
sheets to be soldered to a width of]-1/2 inches(38 min);however,reduce pre-tinning where pre-
tinned surface would show in completed Work.Tin edges of uncoated copper sheets using solder
for copper. Do not use torches for soldering.Heat surfaces to receive solder and flow solder into
joint.Fill joint completely. Completely remove flux and spatter from exposed surfaces.
3.3 COPING INSTALLATION
A. Install cleats, anchor plates, and other anchoring and attachment accessories and devices with
concealed fasteners.
3.4 ROOF-EDGE SPECIALITIES INSTALLATION
A. Install cleats, cants, and other anchoring and attachment accessories and devices with concealed
fasteners.
B. Anchor roof edgings with manufacturer's required devices,fasteners,and fastener spacing to meet
performance requirements.
3.5 ROOF-EDGE DRAINAGE-SYSTEM INSTALLATION
A. General: Install components to produce a complete roof-edge drainage system according to
manufacturer's written instructions. Coordinate installation of roof perimeter flashing with
installation of roof-edge drainage system.
B. Conductor Heads: Anchor securely to wall with elevation of conductor top edge I inch (25 mm)
below scupper discharge.
3.6 CLEANING AND PROTECTION
A. Clean exposed metal surfaces of substances that interfere with uniform oxidation and weathering.
B. Clean and neutralize flux materials. Clean off excess solder and sealants.
ROOF SPECIALTIES 077100-6
C. Remove temporary protective coverings and strippable films as roof specialties are installed.
END OF SECTION 077100
ROOF SPECIALTIES 077100 - 7
SECTION 079200 -JOINT SEALANTS
PART 1 -GENERAL
1.1 SUMMARY
A. Section Includes:
1. Silicone joint sealants.
2. Nonstaining silicone joint sealants.
3. Urethane joint sealants.
1.2 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at Elizabeth Field Airport Electrical Vault.
1.3 ACTION SUBMITTALS
A. Product Data: For each joint-sealant product.
B. Samples:For each kind and color of joint sealant required.
C. Joint-Sealant Schedule: Include the following information:
1. Joint-sealant application,joint location, and designation.
2. Joint-sealant manufacturer and product name.
3. Joint-sealant formulation.
4. Joint-sealant color.
1.4 INFORMATIONAL SUBMITTALS
A. Product test reports.
B. Preconstruction laboratory test reports.
C. Preconstruction field-adhesion-test reports.
D. Field-adhesion-test reports.
E. Sample warranties.
1.5 QUALITY ASSURANCE
A. Testing Agency Qualifications: Qualified according to ASTM C1021 to conduct the testing
indicated.
JOINT SEALANTS 079200- 1
1.6 PRECONSTRUCTION TESTING
A. Preconstruction Laboratory Testing: Submit to joint-sealant manufacturers, for testing indicated
below, samples of materials that will contact or affect joint sealants.
1. Adhesion Testing: Use ASTM C794 to determine whether priming and other specific
joint preparation techniques are required to obtain rapid, optimum adhesion of joint
sealants to joint substrates.
2. Compatibility Testing: Use ASTM C1087 to determine sealant compatibility when in
contact with glazing and gasket materials.
3. Stain Testing: Use ASTM C1248 to determine stain potential of sealant when in contact
with masonry substrates.
B. Preconstruction Field-Adhesion Testing: Before installing sealants, field test their adhesion to
Project joint substrates. Test joint sealants according to Method A, Field-Applied Sealant Joint
Hand Pull Tab, in Appendix X1.1 in ASTM C1193 or Method A, Tail Procedure, in
ASTM C1521.
1.7 WARRANTY
A. Special Installer's Warranty: Installer agrees to repair or replace joint sealants that do not
comply with performance and other requirements specified in this Section within specified
warranty period.
1. Warranty Period: Two years from date of Substantial Completion.
B. Special Manufacturer's Warranty: Manufacturer agrees to furnish joint sealants to repair or
replace those joint sealants that do not comply with performance and other requirements
specified in this Section within specified warranty period.
1. Warranty Period: Five years from date of Substantial Completion.
PART2 -PRODUCTS
2.1 JOINT SEALANTS, GENERAL
A. Colors of Exposed Joint Sealants: As selected by Architect from manufacturer's full range.
2.2 URETHANE JOINT SEALANTS
A. Urethane, M, NS, 50, NT: Multicomponent, nonsag, plus 50 percent and minus 50 percent
movement capability nontraffic-use, urethane joint sealant; ASTM C920, Type M, Grade NS,
Class 50,Use NT.
JOINT SEALANTS 079200 -2
2.3 JOINT-SEALANT BACKING
A. Cylindrical Sealant Backings: ASTM C1330, Type C (closed-cell material with a surface skin),
and of size and density to control sealant depth and otherwise contribute to producing optimum
sealant performance.
B. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant
manufacturer.
2.4 MISCELLANEOUS MATERIALS
A. Primer: Material recommended by joint-sealant manufacturer where required for adhesion of
sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate
tests and field tests.
B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants
and sealant backing materials.
C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces
adjacent to joints.
PART 3 -EXECUTION
3.1 PREPARATION
A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to
comply with joint-sealant manufacturer's written instructions and the following requirements:
1. Remove laitance and form-release agents from concrete.
2. Clean nonporous joint substrate surfaces with chemical cleaners or other means that do
not stain,harm substrates, or leave residues capable of interfering with adhesion.
B. Joint Priming: Prime joint substrates where recommended by joint-sealant manufacturer or as
indicated by preconstruction joint-sealant-substrate tests or prior experience.
C. Masking Tape: Use masking tape where required to prevent contact of sealant or primer with
adjoining surfaces.
3.2 INSTALLATION OF JOINT SEALANTS
A. General: Comply with ASTM C1193 and joint-sealant manufacturer's written installation
instructions for products and applications indicated,unless more stringent requirements apply.
B. Install sealant backings of kind indicated to support sealants during application and at position
required to produce cross-sectional shapes and depths of installed sealants relative to joint
widths that allow optimum sealant movement capability.
JOINT SEALANTS 079200-3
C. Install bond-breaker tape behind sealants where sealant backings are not used between sealants
and backs of joints.
D. Install sealants using proven techniques that comply with the following and at the same time
backings are installed:
1. Place sealants so they directly contact and fully wet joint substrates.
2. Completely fill recesses in each joint configuration.
3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow
optimum sealant movement capability.
E. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing
begins, tool sealants to form smooth, uniform beads of configuration indicated. Use tooling
agents that are approved in writing by sealant manufacturer and that do not discolor sealants or
adjacent surfaces.
1. Provide concave joint profile per Figure 8A in ASTM C1193 unless otherwise indicated.
3.3 FIELD QUALITY CONTROL
A. Field-Adhesion Testing: Field test joint-sealant adhesion to joint substrates as follows:
1. Extent of Testing: Test completed and cured sealant joints as follows:
a. Perform 10 tests for the first 1000 feet (300 m) of joint length for each kind of
sealant and joint substrate.
2. Test Method: Test joint sealants according to Method A, Field-Applied Sealant Joint
Hand Pull Tab, in Appendix X1 in ASTM C1193 or Method A, Tail Procedure, in
ASTM C1521.
B. Evaluation of Field-Adhesion-Test Results: Sealants not evidencing adhesive failure from
testing or noncompliance with other indicated requirements will be considered satisfactory.
Remove sealants that fail to adhere to joint substrates during testing or to comply with other
requirements. Retest failed applications until test results prove sealants comply with indicated
requirements.
END OF SECTION 079200-4
JOINT SEALANTS 079200 -4
SECTION 081500—FIBERGLASS REINFORCED POLYESTER(FRP)DOORS AND FRAMES
PART 1 -GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Exterior FRP door.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of product indicated. Include construction details, material
descriptions, core descriptions and finishes.
B. Shop Drawings: Include the following:
1. Elevations of each door design.
2. Details of doors, including vertical and horizontal edge details and thicknesses.
3. Frame details for each frame type,including dimensioned profiles and thicknesses.
4. Locations of reinforcement and preparations for hardware.
5. Details of anchorages and connections.
6. Details of moldings,removable stops.
C. Samples for Verification:
1. Color Samples: Submit not less than 9 different color samples for selection by the
Architect. Samples shall be not less than 3 by 5 inches.
2. Doors: Include section of vertical-edge, top, and bottom construction; core construction;
glazing;hinge and other applied hardware reinforcement.
3. Frames: Show profile, corner joint, floor and wall anchors.
D. Schedule: Provide a schedule of FRP doors and frames prepared by or under the supervision of
supplier, using same reference numbers for details and openings as those on Drawings.
Coordinate with a door hardware schedule.
1.4 QUALITY ASSURANCE
A. Source Limitations: Obtain FRP doors and frame from single source from single manufacturer.
B. Preinstallation Conference: Conduct conference at Project site.
FIBERGLASS REINFORCED POLYSETER(FRP)DOORS AND FRAMES 081500 - 1
1.5 DELIVERY, STORAGE,AND HANDLING
A. Deliver door palletized, wrapped, or crated to provide protection during transit and Project-site
storage. Do not use non-vented plastic.
B. Shipping Spreaders: Deliver frames with two removable spreader bars across bottom of frames,
mechanically attached to jambs.
C. Store doors and frames under cover at Project site. Place units in a vertical position with heads
up, spaced by blocking, on minimum 4-inch- (100-mm-) high wood blocking. Avoid using
non-vented plastic or canvas shelters that could create a humidity chamber.
1. If wrappers on doors become wet, remove cartons immediately. Provide minimum 1/4-
inch(6-mm) space between each stacked door to permit air circulation.
1.6 PROJECT CONDITIONS
A. Field Measurements: Verify actual dimensions of openings by field measurements before
fabrication.
PART 2 -PRODUCTS
2.1 FIBERGLASS REINFORCED POLYESTER DOORS AND FRAMES
A. Basis-of—Design: "Tiger" doors and frames manufactured by Simon Door LLC, or compatible
product.
2.2 DOORS
A. Description: FRP doors not less than 1-3/4 inches thick. Construct doors with smooth, flush
surfaces without visible joints or seams on faces.
1. Face Sheets: Fabricate from 0.120 inch thick, integral color FRP sheets.
2. Core Construction: Fabricate doors with core indicated.
a. Insulated Core: Foam plastic insulation fastened to face sheers with waterproof
adhesive. Thermal-resistance value(R-value)of not less than 10.9.
b. Laminated Stiffeners: 0.031-inch- thick, vertical stiffeners extending full-door
height, spaced not more than 6 inches apart, fastened to face sheets with
waterproof adhesive.
3. Edge Bevel: Beveled 1/8 inch in 2 inches.
4. Top and Bottom Rails: Tubular FRP sections.
B. Materials:
FIBERGLASS REINFORCED POLYSETER(FRP)DOORS AND FRAMES 081500-2
1. FRP Sheets and Shapes: ASTM E84; Class A with a Flame-Spread Index of 25 or less
and a Smoke-Development Index of less than 450.
2. Foam-Plastic Insulation: ASTM E84; Class A with a Flame-Spread Index of 75 or less
and a Smoke-Development Index of less than 450. Enclose insulation completely within
door.
2.3 FABRICATION
A. Door Fabrication: Doors to be rigid and free of defects, warp, or buckle. Accurately form
metal to required sizes and profiles,with minimum radius for thickness of metal.
1. Seamed Edge Construction: Both vertical door edges have a visible, continuous seam the
full height of door.
2. Exterior Doors: Close top edges flush and seal joints against water penetration. Provide
weep-hole openings in bottom of exterior doors to permit moisture to escape.
3. Hardware Preparation: Factory prepare doors to receive templated mortised hardware;
include cutouts, reinforcement, mortising, drilling, and tapping, according to the Door
Hardware Schedule and templates furnished as specified in Division 08 Section "Door
Hardware".
a. Reinforce doors to receive non-templated mortised and surface-mounted door
hardware.
4. Locate hardware as indicated, or if not indicated, according to HMMA 831,
"Recommended Hardware Locations for Custom Hollow Metal Doors and Frames."
5. Tolerances: Fabricate doors to tolerances indicated in ANSI/NAAMM-HMMA 866.
B. Frame Fabrication: Fabricate frames to be rigid and free of defects, warp, or buckle.
Accurately form metal to required sizes and profiles, with minimum radius for thickness of
metal. Where practical, fit and assemble units in manufacturer's plant. To ensure proper
assembly at Project site, clearly identify work that cannot be permanently factory assembled
before shipment.
1. Adhesive weld flush face joints continuously; grind, fill, dress, and make smooth, flush,
and invisible. Where frames are fabricated in sections due to shipping or handling
limitations, provide alignment plates or angles at each joint, fabricated from same
thickness metal as frames.
2. Provide countersunk, flat-, or oval-head exposed screws and bolts for exposed fasteners
unless otherwise indicated.
3. Jamb Anchors: Locate post-installed anchors not more than 6 inches from top and
bottom of frame. Space anchors not more than 26 inches o.c.
4. Head Reinforcement: For frames more than 48 inches wide, provide continuous head
reinforcement for full width of opening,welded to back of frame at head.
5. Stops and Moldings: Provide stops and moldings around glazed lites where indicated.
Form corners of stops and moldings with butted or mitered hairline joints.
a. Single Glazed Lites: Provide fixed stops and moldings welded on secure side of
door or frame.
FIBERGLASS REINFORCED POLYSETER(FRP)DOORS AND FRAMES 081500- 3
b. Coordinate rabbet width between fixed and removable stops with type of glazing
and type of installation indicated.
6. Hardware Preparation: Factory prepare frames to receive templated mortised hardware;
include cutouts, reinforcement, mortising, drilling, and tapping, according to the Door
Hardware Schedule and templates furnished as specified in Division 08 Section "Door
Hardware."
a. Reinforce frames to receive non-templated mortised and surface-mounted door
hardware.
b. Locate hardware as indicated, or if not indicated, according to HMMA 831,
"Recommended Hardware Locations for Custom Hollow Metal Doors and
Frames."
7. Tolerances: Fabricate frames to tolerances indicated in ANSI/NAAMM-HMMA 866.
PART 3 -EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance with
requirements for installation tolerances and other conditions affecting performance of stainless-
steel doors and frames.
B. Examine rough openings before frame installation. Proceed with installation only after
unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Remove shipping spreaders installed at factory.
B. Prior to installation and with installation spreaders in place, adjust and securely brace stainless-
steel door frames for squareness, alignment,twist, and plumb to the following tolerances:
1. Squareness: Plus or minus 1/16 inch, measured at door rabbet on a line 90 degrees from
jamb perpendicular to frame head.
2. Alignment: Plus or minus 1/16 inch, measured at jambs on a horizontal line parallel to
plane of wall.
3. Twist: Plus or minus 1/16 inch, measured at opposite face corners of jambs on parallel
lines, and perpendicular to plane of wall.
4. Plumbness: Plus or minus 1/16 inch, measured at jambs on a perpendicular line from
head to floor.
C. Drill and tap doors and frames to receive non-templated mortised and surface-mounted door
hardware.
FIBERGLASS REINFORCED POLYSETER(FRP)DOORS AND FRAMES 081500 -4
3.3 INSTALLATION
A. General: Install doors and frames plumb, rigid, properly aligned, and securely fastened in
place;comply with manufacturer's written instructions.
B. Doors: Fit non-fire-rated doors accurately in frames with the following clearances:
1. Non-Fire-Rated Doors:
a. Jambs and Head: 1/8 inch plus or minus 1/16 inch.
b. Between Bottom of Door and Top of Threshold: Maximum 3/8 inch.
3.4 ADJUSTING AND CLEANING
A. Final Adjustments: Check and readjust operating hardware items immediately before final
inspection. Leave work in complete and proper operating condition. Remove and replace
defective work including doors or frames that are warped,bowed, or otherwise unacceptable.
B. Clean off doors and frames immediately after installation.
END OF SECTION 081500
FIBERGLASS REINFORCED POLYSETER(FRP)DOORS AND FRAMES 081500 -5
SECTION 087111 -DOOR HARDWARE(DESCRIPTIVE SPECIFICATION)
PART 1 -GENERAL
1.1 SUMMARY
A. Section Includes:
1. Mechanical door hardware for the following:
a. Swinging doors.
1.2 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at Project site.
B. Keying Conference: Conduct conference at Project site.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. Shop Drawings: For electrified door hardware.
1. Include diagrams for power, signal, and control wiring.
2. Include details of interface of electrified door hardware and building safety and security
systems.
C. Samples: For each exposed product in each finish specified.
D. Door hardware schedule.
E. Keying schedule.
1.4 INFORMATIONAL SUBMITTALS
A. Sample warranty.
1.5 CLOSEOUT SUBMITTALS
A. Maintenance data.
DOOR HARDWARE(DESCRIPTIVE SPECIFICATION) 087111 - 1
1.6 QUALITY ASSURANCE
A. Installer Qualifications: Supplier of products and an employer of workers trained and approved
by product manufacturers and of an Architectural Hardware Consultant who is available during
the course of the Work to consult Contractor, Architect, and Owner about door hardware and
keying.
1. Scheduling Responsibility: Preparation of door hardware and keying schedule.
2. Engineering Responsibility: Preparation of data for electrified door hardware, including
Shop Drawings, based on testing and engineering analysis of manufacturer's standard
units in assemblies similar to those indicated for this Project.
B. Architectural Hardware Consultant Qualifications: A person who is experienced in providing
consulting services for door hardware installations that are comparable in material, design, and
extent to that indicated for this Project and who'is currently certified by DHI as an Architectural
Hardware Consultant(AHC).
1.7 WARRANTY
A. Special Warranty: Manufacturer agrees to repair or replace components of door hardware that
fail in materials or workmanship within specified warranty period.
1. Warranty Period: Three years from date of Substantial Completion unless otherwise
indicated below:
a. Manual Closers: 10 years from date of Substantial Completion.
PART 2- PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Fire-Rated Door Assemblies: Where fire-rated doors are indicated, provide door hardware
complying with NFPA 80 that is listed and labeled by a qualified testing agency, for fire-
protection ratings indicated, based on testing at positive pressure according to NFPA 252 or
UL IOC.
B. Smoke- and Draft-Control Door Assemblies: Where smoke- and draft-control door assemblies
are required, provide door hardware that complies with requirements of assemblies tested
according to UL 1784 and installed in compliance with NFPA 105.
1. Air Leakage Rate: Maximum air leakage of 0.3 cfm/sq. ft. (3 cu m per minute/sq. m) at
the tested pressure differential of 0.3-inch wg(75 Pa) of water.
C. Electrified Door Hardware: Listed and labeled as defined in NFPA 70, by a qualified testing
agency, and marked for intended location and application.
D. Means of Egress Doors: Latches do not require more than 15 lbf(67 N) to release the latch.
Locks do not require use of a key,tool,or special knowledge for operation.
DOOR HARDWARE(DESCRIPTIVE SPECIFICATION) 087111 -2
2.2 SCHEDULED DOOR HARDWARE
A. Provide products for each door that comply with requirements indicated in Part 2 and door
hardware schedule.
1. Door hardware is scheduled on Drawings.
2.3 THRESHOLDS
A. Thresholds: BHMA A156.21; fabricated to full width of opening indicated.
B. Latching/Rabbeted Thresholds with Gasket: Fluted-top metal member with gasket.
1. Base Metal: Aluminum
2. Gasket Material:Neoprene
2.4 CRASH CHAINS
1. Conforms with ANSIBHMA A156.16 L12231 (Grade 1)
2. Heavy Duty Compressions Springs and Brackets on both ends of chain.
B. 2.5 Manual Combination Floor Stop and Holder: Grade 1; 3-1/2 inches (89 mm) long, with
holder,keeper, and rubber bumper.
1. Installation: Surface-screw installation.
PART 3 -EXECUTION
3.1 INSTALLATION
A. Mounting Heights: Mount door hardware units at heights to comply with the following unless
otherwise indicated or required to comply with governing regulations.
1. Standard Steel Doors and Frames: ANSI/SDI A250.8.
2. , Custom Steel Doors and Frames: HMMA 831.
3. Wood Doors: DHI's "Recommended Locations for Architectural Hardware for Wood
Flush Doors."
B. Install each door hardware item to comply with manufacturer's written instructions. Where
cutting and fitting are required to install door hardware onto or into surfaces that are later to be
painted or finished in another way, coordinate removal, storage, and reinstallation of surface
protective trim units with finishing work. Do not install surface-mounted items until finishes
have been completed on substrates involved.
C. Hinges: Install types and in quantities indicated in door hardware schedule, but not fewer than
the number recommended by manufacturer for application indicated or one hinge for every 30
inches (750 111111) of door height, whichever is more stringent, unless other equivalent means of
support for door, such as spring hinges or pivots, are provided.
DOOR HARDWARE(DESCRIPTIVE SPECIFICATION) 087111 -3
D. Key Control Cabinet: Tag keys and place them on markers and hooks in key control system
cabinet, as determined by final keying schedule.
E. Thresholds: Set thresholds for exterior doors and other doors indicated in full bed of sealant
complying with requirements specified in Section 079200"Joint Sealants."
F. Stops: Provide floor stops for doors unless wall or other type stops are indicated in door
hardware schedule. Do not mount floor stops where they will impede traffic.
G. Perimeter Gasketing: Apply to head and jamb, forming seal between door and frame.
1. Do not notch perimeter gasketing to install other surface-applied hardware.
H. Meeting Stile Gasketing:Fasten to meeting stiles, forming seal when doors are closed.
I. Door Bottoms: Apply to bottom of door, forming seal with threshold when door is closed.
3.2 ADJUSTING
A. Adjust and check each operating item of door hardware and each door to ensure proper
operation or function of every unit. Replace units that cannot be adjusted to operate as intended.
Adjust door control devices to compensate for final operation of heating and ventilating
equipment and to comply with referenced accessibility requirements.
END OF SECTION 087111
DOOR HARDWARE(DESCRIPTIVE SPECIFICATION) 087111 -4
SECTION 089119-FIXED LOUVERS
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes fixed insect screens for existing louvers.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.
1. For louvers specified to bear AMCA seal, include printed catalog pages showing
specified models with appropriate AMCA Certified Ratings Seals.
1.3 INFORMATIONAL SUBMITTALS
A. Product Test Reports: Based on tests performed according to AMCA 500-L.
B. Sample warranties.
1.4 QUALITY ASSURANCE
A. Welding Qualifications: Qualify procedures and personnel according to the following:
1. AWS D 1.2/D 1.2M, "Structural Welding Code-Aluminum."
2. AWS D1.3/D1.3M, "Structural Welding Code- Sheet Steel."
3. AWS D1.6/D1.6M, "Structural Welding Code- Stainless Steel."
1.5 WARRANTY
A. Special Finish Warranty: Manufacturer agrees to repair or replace components on which
finishes fail in materials or workmanship within specified warranty period.
1. Warranty Period: Five years from date of Substantial Completion.
PART 2 -PRODUCTS
2.1 LOUVER SCREENS
A. General: Provide screen at each exterior louver.
1. Screen Location for Fixed Louvers: Interior face.
FIXED LOUVERS 089119 - 1
2. Screening Type: Insect screening.
B. Louver Screen Frames: Same type and form of metal as indicated for louver to which screens
are attached.
C. Louver Screening for Aluminum Louvers:
1. Insect Screening: Aluminum, 18-by-16 (1.4-by-1.6-nun) mesh, 0.012-inch (0.30-nim)
wire.
2.2 ALUMINUM FINISHES
A. Clear Anodic Finish: AAMA 611,AA-M12C22A41, Class I, 0.018 mm or thicker.
2.3 INSTALLATION
A. Protect unpainted galvanized- and nonferrous-metal surfaces that are in contact with concrete,
masonry, or dissimilar metals from corrosion and galvanic action by applying a heavy coating
of bituminous paint or by separating surfaces with waterproof gaskets or nonmetallic flashing.
2.4 ADJUSTING
A. Restore louvers damaged during installation and construction, so no evidence remains of
corrective work. If results of restoration are unsuccessful, as determined by Architect, remove
damaged units and replace with new units.
END OF SECTION 089119
FIXED LOUVERS 089119-2
SECTION 099123 -INTERIOR PAINTING
PART 1 -GENERAL
1.1 SUMMARY
A. Section includes surface preparation and the application of paint systems on interior substrates.
1. Concrete masonry units (CMUs).
1.2 DEFINITIONS
A. MPI Gloss Level 1:Not more than five units at 60 degrees and 10 units at 85 degrees, according
to ASTM D523.
B. MPI Gloss Level 2: Not more than 10 units at 60 degrees and 10 to 35 units at 85 degrees,
according to ASTM D523.
C. MPI Gloss Level 3: 10 to 25 units at 60 degrees and 10 to 35 units at 85 degrees, according to
ASTM D523.
D. MPI Gloss Level 4: 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees,
according to ASTM D523.
E. MPI Gloss Level 5: 35 to 70 units at 60 degrees, according to ASTM D523.
F. MPI Gloss Level 6: 70 to 85 units at 60 degrees, according to ASTM D523.
G. MPI Gloss Level 7:More than 85 units at 60 degrees, according to ASTM D523.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of product. Include preparation requirements and application
instructions.
1. Include Printout of current "MPI Approved Products List" for each product category
specified,with the proposed product highlighted.
B. Samples: For each type of paint system and in each color and gloss of topcoat.
1.4 QUALITY ASSURANCE
A. Mockups: Apply mockups of each paint system indicated and each color and finish selected to
verify preliminary selections made under Sample submittals and to demonstrate aesthetic effects
and set quality standards for materials and execution.
INTERIOR PAINTING 099123 - 1
I. Architect will select one surface to represent surfaces and conditions for application of
each paint system.
a. Vertical and Horizontal Surfaces: Provide samples of at least 100 sq. ft. (9 sq. m).
b. Other Items: Architect will designate items or areas required.
2. Final approval of color selections will be based on mockups.
a. If preliminary color selections are not approved, apply additional mockups of
additional colors selected by Architect at no added cost to Owner.
PART 2-PRODUCTS
2.1 MANUFACTURERS
A. Products: Subject to compliance with requirements, available products that may be incorporated
into the Work include, but are not limited to products listed in the Interior Painting Schedule for
the paint category indicated.
2.2 PAINT, GENERAL
A. MPI Standards: Products shall comply with MPI standards indicated and shall be listed in its
"MPI Approved Products Lists."
B. Material Compatibility:
1. Materials for use within each paint system shall be compatible with one another and
substrates indicated, under conditions of service and application as demonstrated by
manufacturer,based on testing and field experience.
2. For each coat in a paint system, products shall be recommended in writing by topcoat
manufacturers for use in paint system and on substrate indicated.
C. Colors: As selected by Architect from manufacturer's full range.
PART 3 -EXECUTION
3.1 EXAMINATION
A. Examine substrates and conditions, with Applicator present, for compliance with requirements
for maximum moisture content and other conditions affecting performance of the Work.
B. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter
as follows:
1. Masonry(Clay and CMUs): 12 percent.
INTERIOR PAINTING 099123 -2
C. Verify suitability of substrates, including surface conditions and compatibility with existing
finishes and primers.
D. Proceed with coating application only after unsatisfactory conditions have been corrected.
1. Application of coating indicates acceptance of surfaces and conditions.
3.2 PREPARATION
A. Comply with manufacturer's written instructions and recommendations in "MPI Architectural
Painting Specification Manual" applicable to substrates and paint systems indicated.
B. Remove hardware, covers,plates, and similar items already in place that are removable and are
not to be painted. If removal is impractical or impossible because of size or weight of item,
provide surface-applied protection before surface preparation and painting.
1. After completing painting operations, use workers skilled in the trades involved to
reinstall items that were removed.Remove surface-applied protection if any.
3.3 APPLICATION
A. Apply paints according to manufacturer's written instructions and recommendations in "MPI
Architectural Painting Specification Manual."
B. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks,
roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color
breaks.
3.4 INTERIOR PAINTING SCHEDULE
A. CMU Substrates:
1. Latex Aggregate System MPI INT 4.213:
a. Prime Coat: Primer for textured coating, latex, flat,as recommended in writing by
topcoat manufacturer.
b. Intermediate Coat: Intermediate coat for textured coating, latex, flat, as
recommended in writing by topcoat manufacturer.
C. Topcoat: Textured coating, latex, flat,MPI#4.
END OF SECTION 099123
INTERIOR PAINTING 099123 -3
SECTION 238126-DUCTLESS SPLIT HVAC SYSTEMS
PART 1 -GENERAL
1.1 SCOPE
A. Wall mounted indoor unit.
B. Remote-Mounted Air Cooled Condenser.
C. Refrigerant Piping
D. Controls
1.2 REFERENCES
A. UL-Listed Unit
1.3 SUBMITTALS
A. In accordance with Contract Documents and Division 23 Specifications.
B. Shop Drawings, Specifications, product description, capacity ratings, dimensions, weights,
accessories,manufacturer affidavit confirming layout and refrigerant lines sizing.
C. Job-specific Wiring Diagrams
D. Warranty Certificate
E. Manufacturer's Installation Instructions
F. Manufacturers Certificate verifying that installation conforms to requirements.
1.4 EXTRA MATERIALS
A. Three sets of replacement filters.
PART 2-PRODUCTS
2.1 WALL MOUNTED INDOOR UNIT
A. General
DUCTLESS SPLIT HVAC SYSTEMS 238126- 1
B. Indoor, direct-expansion, wall-mounted fan coil. Unit shall be complete with cooling/heating
coil, fan, fan motor, piping connectors, electrical controls, microprocessor control system, and
integral temperature sensing. Unit shall be furnished with integral wall-mounting bracket and
mounting hardware.
C. Unit Cabinet:
1. Cabinet discharge and inlet grilles shall be attractively styled, high-impact polystyrene.
Cabinet shall be fully insulated for improved thermal and acoustic performance.
D. Fans:
1. Fan shall be tangential direct-drive blower type with air intake at the upper front face of
the unit and discharge at the bottom front. Automatic, motor-driven vertical air sweep
shall be provided standard.
2. Air sweep operation shall be user selectable. Horizontal direction may be manually
adjusted(using remote controller)and vertical air sweep may be manually set.
E. Coil:
1. Coil shall be copper tube with aluminum fins and galvanized steel tube sheets. Fins
shall be bonded to the tubes by mechanical expansion. A drip pan under the coil shall
have a drain connection for hose attachment to remove condensate. Condensate pan
shall have internal trap and auxiliary drip pan under coil header.
F. Motors:
1. Motors shall be open drip-proof, permanently lubricated ball bearing with inherent
overload protection. Fan motors shall be 3-speed.
G. Controls:
Controls shall consist of a microprocessor-based control system, which shall control space
temperature, determine optimum fan speed, and run self-diagnostics. The temperature control
range shall be from 64 F to 84 F. The unit shall have the following functions as a minimum.
1. An automatic restart after power failure at the same operating conditions as at failure.
2. A timer function to provide a minimum 24-hour timer cycle for system Auto. Start/Stop.
3. Temperature-sensing controls shall sense return-air temperature. Indoor-air high
discharge temperature shutdown shall be provided.
4. Indoor coil freeze protection.
5. Wireless infrared remote control to enter set points and operating conditions.
6. Auto Stop features shall have integral setback control.
7. Automatic air sweep control to provide on or off activation of air sweep louvers.
8. Dehumidification mode shall provide room air circulation when no cooling is required.
9. Fan only operation shall provide room air circulation when no cooling is required.
10. Diagnostics shall provide continuous checks of unit operation and warn of possible
malfunctions. Error messages shall be displayed at the unit and at the remote controller.
11. Fan speed control shall be user-selectable: high, medium, low, or microprocessor
automatic operation during all operating modes.
DUCTLESS SPLIT HVAC SYSTEMS 238126-2
12. A time delay shall prevent compressor restart in less than 3 minutes.
H. Filters:
1. Unit shall have filter track with factory-supplied cleanable filters.
I. Electrical Requirements:
1. Unit shall operate on 208/230-v, 60 Hz power supply as specified on the equipment
schedule. Power and control connections shall have terminal block connections.
J. Special Features(Field Installed):
1. Condensate Pump: The condensate pump shall remove condensate from the drain pan.
Pump shall be designed for quiet operation. Pump shall consist of two parts: an
internal reservoir/sensor assembly and a remote sound-shielded pump assemble. A
level sensor on the condensate pan shall stop cooling operation if the level in the
condensate pan is unacceptable.
2.2 REMOTE-MOUNTED AIR COOLED CONDENSER
A. General: Factory assembled, single piece, air-cooled outdoor unit. Contained within the unit
enclosure shall be all factory wiring, piping, controls, compressor, full charge of R410A
refrigerant and special features required prior to field start-up.
B. Unit Cabinet:
1. Unit cabinet shall be constructed of galvanized steel with a baked on powder coated
finish.
2. Unit access panels shall be removable with minimal screws and shall provide full access
to the compressor,fan,and control components.
3. Outdoor compartment shall be isolated and have an acoustic lining to assure quiet
operation.
C. Fans:
1. Outdoor fans shall be direct-drive propeller type, and shall discharge air horizontally.
Fans shall blow air through the outdoor coil.
2. Outdoor fan motors shall be totally enclosed; single-phase motors with class B
insulation and permanently lubricated sleeve bearings. Motor shall be protected by
internal thermal overload protection.
3. Shaft shall have inherent corrosion resistance.
4. Fan blades shall be corrosion resistant and shall be statically and dynamically balanced.
5. Outdoor fan openings shall be equipped with PVC coated protection grille over fan and
coil.
D. Compressor:
1. Compressor shall be fully hermetic reciprocation or scroll type.
2. Compressor shall be equipped with oil system, operating oil charge, and motor. Internal
DUCTLESS SPLIT HVAC SYSTEMS 238126-3
overloads shall protect the compressor from over-temperature and over-current. Scroll
compressors shall also have high discharge gas temperature protection if required.
3. Motor shall be NEMA rated class F,suitable for operation in a refrigerant atmosphere.
4. Reciprocating compressors shall be equipped with crankcase heaters to minimize liquid
refrigerant accumulation in compressor during shutdown and to prevent refrigerant
dilution of oil.
5. Compressor assembly shall be installed on rubber vibration isolators and shall have
internal spring isolation.
6. Compressors shall be single-phase or 3-phase as specified on the contract drawings.
E. Outdoor Coil: Coil shall be constructed of aluminum fins mechanically bonded to internally
enhanced,seamless copper tubes,which are cleaned, dehydrated,and sealed.
F. Refrigeration Components: Refrigerant circuit components shall include brass external liquid
line service valve with service gage port connections, suction line service valve with service
gage connection port, service gage port connections on compressor suction and discharge lines
with Schrader type fittings with brass caps, accumulator, pressure relief, and a full charge of
refrigerant.
G. Controls and Safeties: Operating controls and safeties shall be factory selected, assembled, and
tested. The minimum control functions shall include the following:
1. Controls:
a. Time delay restart to prevent compressor reverse rotation on single-phase scroll
compressors.
b. Automatic restart on power failure.
C. Safety lockout if any outdoor unit safety is open.
d. A time delay control sequence provided through the fan coil board,thermostat, or
controller.
e. High-pressure and liquid line low-pressure switches(HDC).
f. Liquid line low-pressure switches(HDL).
g. Automatic outdoor-fan motor protection.
h. Start capacitor and relay(single-phase units without scroll compressors).
2. Safeties:
a. System diagnostics.
b. Compressor motor current and temperature overload protection.
C. High-pressure relief.
d. Outdoor fan failure protection.
H. Electrical Requirements:
1. HDC units shall operate on single,60-cycle power at 208/230 v
2. Unit electrical power shall be a single point connection.
3. All power and control wiring must be installed per NEC and all local building codes.
4. High and low voltage terminal block connections.
I. Special Features(Field Installed):
DUCTLESS SPLIT HVAC SYSTEMS 238126-4
1. Liquid Solenoid Valve: This electronically operated shutoff valve shall close and open
in response to compressor operation. The valve should be used with all long-line
applications(over 100 equivalent ft or 25-ft lift).
2. Winter Start Control: Field supplied and installed winter start control shall permit start-
up for cooling operation under low-load conditions and at low-ambient temperatures by
bypassing the low-pressure switch for a 3-minute delay period. Note: Winter start
control shall be required when unit is intended to operate in cooling at outdoor ambient
below 40 F.Unit shall be shipped with a clamp-on compressor oil sump heater.
3. Crankcase Heater(units with scroll compressors only).
2.3 REFRIGERANT PIPING
A. Copper Tube: ASTM B 280, Type ACR.
B. Wrought-Copper Fittings: ASME B 16.22.
C. Wrought-Copper Unions:ASME B 16.22.
D. Solder Filler Metals: ASTM B 32. Use 95-5 tin antimony or alloy HB solder to join copper
socket fittings on copper pipe.
E. Brazing Filler Metals: AWS A5.8/A5.8M.
F. Flexible Connectors:
1. Body: Tin-bronze bellows with woven, flexible,tinned-bronze-wire-reinforced protective
jacket.
2. End Connections: Socket ends.
3. Offset Performance: Capable of minimum 3/4-inch misalignment in minimum 7-inch-
long assembly.
4. Working Pressure Rating: Factory test at minimum 500 psig.
5. Maximum Operating Temperature: 250 deg F.
G. Copper Pressure-Seal Fittings for Refrigerant Piping:
1. Housing: Copper
2. O-Rings: HNBR or compatible with specific refrigerant.
3. Tools: Manufacturer's approved special tools.
4. Minimum Rated Pressure: 700 psig.
2.4 MANUFACTURERS
A. Samsung,Daikin,Mitsubishi,Trane or approved equal.
PART 3 -EXECUTION
DUCTLESS SPLIT HVAC SYSTEMS 238126-5
3.1 INSTALLATION
A. Install Indoor Section and Remote Air Cooled Condenser in accordance with manufacturer's
instruction.
B. All refrigerant piping shall be insulated with 1 inch Flexible Elastomeric: Closed-cell, sponge-
or expanded-rubber materials. Comply with ASTM C534/C534M, Type I for tubular
materials.
3.2 QUALITY ASSURANCE
A. Manufacturer's authorized representative to check/verify the correctness of installation.
END OF SECTION-238126
DUCTLESS SPLIT HVAC SYSTEMS 238126-6
SECTION 260519 -LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES
PART 1 -GENERAL
1.1 SUMMARY
A. Section Includes:
1. Copper building wire rated 600 V or less.
2. Connectors, splices, and terminations rated 600 V and less.
1.2 ACTION SUBMITTALS
A. Product Data:For each type of product.
B. Product Schedule: Indicate type,use, location, and termination locations.
1.3 INFORMATIONAL SUBMITTALS
A. Field quality-control reports.
PART 2-PRODUCTS
2.1 COPPER BUILDING WIRE
A. Description: Flexible, insulated and uninsulated, drawn copper current-carrying conductor with
an overall insulation layer or jacket, or both, rated 600 V or less.
B. Standards:
1. Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for
intended location and use.
2. RoHS compliant.
3. Conductor and Cable Marking: Comply with wire and cable marking according to UL's
"Wire and Cable Marking and Application Guide."
C. Conductors: Copper, complying with ASTM B3 for bare annealed copper and with ASTM B8
for stranded conductors.
D. Conductor Insulation:
I. Type THHN and Type THWN-2: Comply with UL 83.
LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 260519 - 1
i
2.2 CONNECTORS AND SPLICES
A. Description: Factory-fabricated connectors, splices, and lugs of size, ampacity rating, material,
type, and class for application and service indicated; listed and labeled as defined in NFPA 70,
by a qualified testing agency, and marked for intended location and use.
B. Jacketed Cable Connectors: For steel and aluminum jacketed cables, zinc die-cast with set
screws, designed to connect conductors specified in this Section.
C. Lugs: One piece, seamless, designed to terminate conductors specified in this Section.
1. Material: Copper.
2. Type: One hole with standard barrels.
3. Termination: Compression.
PART 3 -EXECUTION
3.1 CONDUCTOR MATERIAL APPLICATIONS
A. Feeders: Copper; solid for No. 10 AWG and smaller; stranded for No. 8 AWG and larger.
B. Feeders: Copper for feeders smaller than No. 4 AWG; copper or aluminum for feeders No. 4
AWG and larger. Conductors shall be solid for No. 10 AWG and smaller; stranded for No. 8
AWG and larger.
C. Branch Circuits: Copper. Solid for No. 10 AWG and smaller; stranded for No. 8 AWG and
larger.
D. Branch Circuits: Copper. Solid for No. 12 AWG and smaller; stranded for No. 10 AWG and
larger.
3.2 CONDUCTOR INSULATION AND MULTICONDUCTOR CABLE APPLICATIONS AND
WIRING METHODS
A. Service Entrance: Multiconductor cable, Type SE.
B. Exposed Feeders: Type THHN/THWN-2, single conductors in raceway.
C. Feeders Concealed in Concrete, below Slabs-on-Grade, and Underground:
Type THHN/THWN-2, single conductors in raceway.
D. Feeders in Cable Tray: Type TH14N/THWN-2, single conductors in raceway.
E. Exposed Branch Circuits, Including in Crawlspaces: Type THHN/THWN-2, single conductors
in raceway.
F. Branch Circuits Concealed in Concrete, below Slabs-on-Grade, and Underground:
Type THHN/THWN-2, single conductors in raceway.
LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 260519 -2
3.3 INSTALLATION OF CONDUCTORS AND CABLES
A. Conceal cables in finished walls, ceilings, and floors unless otherwise indicated.
B. Complete raceway installation between conductor and cable termination points according to
Section 260533 "Raceways and Boxes for Electrical Systems" prior to pulling conductors and
cables.
C. Use manufacturer-approved pulling compound or lubricant where necessary; compound used
must not deteriorate conductor or insulation. Do not exceed manufacturer's recommended
maximum pulling tensions and sidewall pressure values.
D. Use pulling means, including fish tape, cable, rope, and basket-weave wire/cable grips, that will
not damage cables or raceway.
E. Install exposed cables parallel and perpendicular to surfaces of exposed structural members, and
follow surface contours where possible.
F. Support cables according to Section 260529 "Hangers and Supports for Electrical Systems."
3.4 CONNECTIONS
A. Tighten electrical connectors and terminals according to manufacturer's published torque-
tightening values. If manufacturer's torque values are not indicated, use those specified in
UL 486A-486B.
B. Make splices, terminations, and taps that are compatible with conductor material and that
possess equivalent or better mechanical strength 'and insulation ratings than unspliced
conductors.
1. Use oxide inhibitor in each splice,termination, and tap for aluminum conductors.
C. Wiring at Outlets: Install conductor at each outlet, with at least [6 inches (150 mm)] [12 inches
(300 mm)] of slack.
3.5 IDENTIFICATION
A. Identify and color-code conductors and cables according to Section 260553 "Identification for
Electrical Systems."
B. Identify each spare conductor at each end with identity number and location of other end of
conductor, and identify as spare conductor.
3.6 SLEEVE AND SLEEVE-SEAL INSTALLATION FOR ELECTRICAL PENETRATIONS
A. Install sleeves and sleeve seals at penetrations of exterior floor and wall assemblies. Comply
with requirements in Section 260544 "Sleeves and Sleeve Seals for Electrical Raceways and
Cabling."
LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 260519 -3
END OF SECTION 260519
LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 260519 -4
SECTION 260526- GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS
PART 1 -GENERAL
1.1 SUMMARY
A. Section includes grounding and bonding systems and equipment.
B. Section includes grounding and bonding systems and equipment, plus the following special
applications:
1. Ground bonding common with lightning protection system.
2. Foundation steel electrodes.
1.2 ACTION SUBMITTALS
A. Product Data:For each type of product.
1.3 INFORMATIONAL SUBMITTALS
A. Coordination Drawings: Plans showing dimensioned as-built locations of grounding features
specified in "Field Quality Control" Article.
B. Qualification Data:For testing agency and testing agency's field supervisor.
C. Field quality-control reports.
1.4 QUALITY ASSURANCE
A. Testing Agency Qualifications: Certified by NETA.
PART 2-PRODUCTS
2.1 SYSTEM DESCRIPTION
A. Electrical Components, Devices, and Accessories:Listed and labeled as defined in NFPA 70,by
a qualified testing agency, and marked for intended location and application.
B. Comply with UL 467 for grounding and bonding materials and equipment.
2.2 CONDUCTORS
A. Insulated Conductors: Copper wire or cable insulated for 600 V unless otherwise required by
applicable Code or authorities having jurisdiction.
GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 260526 - 1
B. Bare Copper Conductors:
1. Solid Conductors: ASTM B3.
2. Stranded Conductors: ASTM B8.
3. Tinned Conductors: ASTM B33.
4. Bonding Cable: 28 kcmil, 14 strands of No. 17 AWG conductor, 1/4 inch (6 mm) in
diameter.
5. Bonding Conductor:No. 4 or No. 6 AWG, stranded conductor.
6. Bonding Jumper: Copper tape, braided conductors terminated with copper ferrules; 1-5/8
inches (41 mm)wide and 1/16 inch(1.6 mm)thick.
7. Tinned Bonding Jumper: Tinned-copper tape, braided conductors terminated with copper
ferrules; 1-5/8 inches (41 mm)wide and 1/16 inch(1.6 mm)thick.
C. Grounding Bus: Predrilled rectangular bars of annealed copper, 1/4 by 4 inches (6.3 by 100
mm) in cross section, with 9/32-inch (7.14-mm) holes spaced 1-1/8 inches (28 mm) apart.
Stand-off insulators for mounting shall comply with UL 891 for use in switchboards, 600 V and
shall be Lexan or PVC, impulse tested at 5000 V.
2.3 CONNECTORS
A. Listed and labeled by an NRTL acceptable to authorities having jurisdiction for applications in
which used and for specific types, sizes, and combinations of conductors and other items
connected.
B. Welded Connectors: Exothermic-welding kits of types recommended by kit manufacturer for
materials being joined and installation conditions.
C. Bus-Bar Connectors: Mechanical type, cast silicon bronze, solderless exothermic-type wire
terminals, and long-barrel, two-bolt connection to ground bus bar.
D. Beam Clamps: Mechanical type, terminal, ground wire access from four directions, with dual,
tin-plated or silicon bronze bolts.
E. Cable-to-Cable Connectors: Compression type, copper or copper alloy.
F. Conduit Hubs: Mechanical type, terminal with threaded hub.
G. Straps: Solid copper, copper lugs. Rated for 600 A.
H. U-Bolt Clamps: Mechanical type, copper or copper alloy, terminal listed for direct burial.
PART 3 -EXECUTION
3.1 APPLICATIONS
A. Conductors: Install solid conductor for No. 8 AWG and smaller, and stranded conductors for
No. 6 AWG and larger unless otherwise indicated.
B. Conductor Terminations and Connections:
GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 260526 -2
1. Equipment Grounding Conductor Terminations:Bolted connectors.
2. Connections to Structural Steel: Welded connectors.
3.2 GROUNDING AT THE SERVICE
A. Equipment grounding conductors and grounding electrode conductors shall be connected to the
ground bus. Install a main bonding jumper between the neutral and ground buses.
3.3 GROUNDING UNDERGROUND DISTRIBUTION SYSTEM COMPONENTS
A. Comply with IEEE C2 grounding requirements.
3.4 EQUIPMENT GROUNDING
A. Install insulated equipment grounding conductors with all feeders and branch circuits.
B. Install insulated equipment grounding conductors with the following items, in addition to those
required by NFPA 70:
1. Feeders and branch circuits.
2. Lighting circuits.
3. Receptacle circuits.
4. Single-phase motor and appliance branch circuits.
5. Flexible raceway runs.
6. Armored and metal-clad cable runs.
3.5 INSTALLATION
A. Grounding Conductors: Route along shortest and straightest paths possible unless otherwise
indicated or required by Code. Avoid obstructing access or placing conductors where they may
be subjected to strain, impact, or damage.
B. Bonding Straps and Jumpers: Install in locations accessible for inspection and maintenance
except where routed through short lengths of conduit.
1. Bonding to Structure: Bond straps directly to basic structure, taking care not to penetrate
any adjacent parts.
2. Bonding to Equipment Mounted on Vibration Isolation Hangers and Supports: Install
bonding so vibration is not transmitted to rigidly mounted equipment.
3. Use exothermic-welded connectors for outdoor locations; if a disconnect-type connection
is required, use a bolted clamp.
3.6 FIELD QUALITY CONTROL
A. Perform tests and inspections.
B. Tests and Inspections:
GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 260526 -3
1. After installing grounding system but before permanent electrical circuits have been
energized,test for compliance with requirements.
2. Inspect physical and mechanical condition. Verify tightness of accessible, bolted,
electrical connections with a calibrated torque wrench according to manufacturer's
written instructions.
3. Test completed grounding system at each location where a maximum ground-resistance
level is specified, at service disconnect enclosure grounding terminal, at ground test.
Make tests at ground rods before any conductors are connected.
a. Measure ground resistance no fewer than two full days after last trace of
precipitation and without soil being moistened by any means other than natural
drainage or seepage and without chemical treatment or other artificial means of
reducing natural ground resistance.
b. Perform tests by fall-of-potential method according to IEEE 81.
4. Prepare dimensioned Drawings locating each test well, ground rod and ground-rod
assembly, and other grounding electrodes. Identify each by letter in alphabetical order,
and key to the record of tests and observations. Include the number of rods driven and
their depth at each location, and include observations of weather and other phenomena
that may affect test results. Describe measures taken to improve test results.
C. Grounding system will be considered defective if it does not pass tests and inspections.
D. Prepare test and inspection reports.
E. Report measured ground resistances that exceed the following values:
1. Power and Lighting Equipment or System with Capacity of 500 kVA and Less: 10 ohms.
2. Power Distribution Units or Panelboards Serving Electronic Equipment: 1 ohm(s).
F. Excessive Ground Resistance: If resistance to ground exceeds specified values, notify Architect
promptly and include recommendations to reduce ground resistance.
END OF SECTION 260526
GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 260526 -4
SECTION 260529 -HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS
PART 1 -GENERAL
,
1.1 SUMMARY
A. Section Includes:
1. Steel slotted support systems. ,
2. Conduit and cable support devices.
3. Support for conductors in vertical conduit.
4. Structural steel for fabricated supports and restraints.
5. Mounting, anchoring, and attachment components, including powder-actuated fasteners,
mechanical expansion anchors, concrete inserts,.clamps, through bolts,,toggle bolts, and
hanger rods.
6. Fabricated metal equipment support assemblies.
1.2 ACTION SUBMITTALS
A. Product Data:For each type of product.
B.' Shop Drawings: Signed and sealed by a qualified professional engineer. For fabrication and
installation details for,electrical hangers and support systems. ,
1. Hangers. Include product data for components.
2. Slotted support systems.
3. Equipment supports.
4. Vibration Isolation Base Details: Detail fabrication including anchorages and attachments
to structure and to supported equipment. Include adjustable motor bases,rails;and frames
for equipment mounting.
1.3 INFORMATIONAL SUBMITTALS
A. Coordination, Drawings: Reflected ceiling plan(s) and other details, drawn to scale, and
coordinated with each other,using input from installers of the items involved.
B. Seismic Qualification Data: Certificates, for hangers and supports foi electrical equipment and
systems,,accessories, and components, from manufacturer.
C. Welding certificates.
1.4 QUALITY ASSURANCE
A. Welding Qualifications: Qualify procedures and personnel according to the following:
1. AWS Dl.l/D1.1M.
HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 260529- 1
2. AWS 131.2/131.2M.
PART 2-PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Delegated Design: Engage a qualified professional engineer, as defined in Section 014000
"Quality Requirements,"to design hanger and support system.
B. Seismic Performance: Hangers and supports shall withstand the effects of earthquake motions
determined according to ASCE/SEI 7.
1. The term "withstand" means "the supported equipment and systems will remain in place
without separation of any parts when subjected to the seismic forces specified and the
supported equipment and systems will be fully operational after the seismic event."
2. Component Importance Factor: 1.5.
2.2 SUPPORT,ANCHORAGE,AND ATTACHMENT COMPONENTS
A. Steel Slotted Support Systems: Preformed steel channels and angles with minimum 13/32-inch-
(10-mm-) diameter holes at a maximum of 8 inches (200 mm)o.c. in at least one surface.
1. Standard: Comply with MFMA-4 factory-fabricated components for field assembly.
2. 'Material for Channel, Fittings, and Accessories: Galvanized steel.
3. Channel Width: Selected for applicable load criteria.
4. Metallic Coatings: Hot-dip galvanized after fabrication and applied according to MFMA-
4.
5. Nonmetallic Coatings: Manufacturer's standard PVC, polyurethane, or polyester coating
applied according to MFMA-4.
6. Painted Coatings: Manufacturer's standard painted coating applied according to MFMA-
4.
7. Protect finishes on exposed surfaces from damage by applying a strippable, temporary
protective covering before shipping.
B. Conduit and Cable Support Devices: Steel hangers, clamps, and associated fittings, designed for
types and sizes of raceway or cable to be supported.
C. Support for Conductors in Vertical Conduit: Factory-fabricated assembly consisting of threaded
body and insulating wedging plug or plugs for nonarmored electrical conductors or cables in
riser conduits. Plugs shall have number, size, and shape of conductor gripping pieces as
required to suit individual conductors or cables supported. Body shall be made of malleable
iron.
D. Structural Steel for Fabricated Supports and Restraints: ASTM A36/A36M steel plates, shapes,
and bars;black and galvanized.
E. Mounting, Anchoring, and Attachment Components: Items for fastening electrical items or their
supports to building surfaces include the following:
HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 260529 -2
1. Powder-Actuated Fasteners: Threaded-steel stud, for use in hardened portland cement
concrete, steel, or wood, with tension, shear, and pullout capacities appropriate for
supported loads and building materials where used.
2. Mechanical-Expansion Anchors: Insert-wedge-type, stainless steel, for use in hardened
portland cement concrete, with tension, shear, and pullout capacities appropriate for
supported loads and building materials where used.
3. Concrete Inserts: Steel or malleable-iron, slotted support system units are similar to MSS
Type 18 units and comply with MFMA-4 or MSS SP-58.
4. Clamps for Attachment to Steel Structural Elements: MSS-SP-58 units are suitable for
attached structural element.
5. Through Bolts: Structural type, hex head,; and high strength. Comply with
ASTM 173125/F3125M, Grade A325 (Grade A325M).
6. Toggle Bolts: Stainless-steel springhead type. -
7. Hanger Rods: Threaded steel:
2.3 FABRICATED METAL EQUIPMENT SUPPORT ASSEMBLIES
A. Description: Welded or bolted structural-steel shapes, shop or field fabricated to fit dimensions
of supported equipment.
PART 3 -EXECUTION
3.1 APPLICATION
A. Comply with the following standards for application and installation requirements of hangers
and supports, except where requirements on Drawings or in this Section are stricter:
1'. NECA 1.
2. NECA 101
3. NECA 102.
4. NECA 105.-
5. NECA 111.
B. Comply with requirements in Section 078413 "Penetration Firestopping" for firestopping
materials and installation for penetrations through fire-rated walls, ceilings, and assemblies.
C. Comply with requirements for raceways and boxes specified in Section 260533 "Raceways and
Boxes for Electrical Systems."
D. Maximum Support Spacing and Minimum Hanger Rod Size for Raceways: Space supports for
EMT, IMC, and RMC as required by NFPA 70. Minimum rod size shall be 1/4 inch (6 mm) in
diameter.
E. Multiple Raceways or Cables: Install trapeze-type supports fabricated with steel slotted or
other support system, sized so capacity can be increased by at least 25 percent in future without
exceeding specified design load limits.
1. Secure raceways and cables to these supports with single-bolt conduit clamps.
HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 260529 -3
i !
F: Spring-steel clamps designed for supporting single conduits without bolts may be used for 1-
1/2-inch (38-mm) and smaller raceways serving branch circuits and communication systems
above suspended ceilings, and for fastening raceways to trapeze supports.
3.2 SUPPORT INSTALLATION
A. Comply with NECA 1 and NECA 101 for installation requirements except as specified in this
article.
B. Strength of Support Assemblies: Where not indicated, select sizes of components so strength
will be adequate to carry present and future static loads within specified loading limits.
Minimum static design load used for strength determination shall be weight of supported
components plus 200 lb (90 kg).
C. Mounting and Anchorage of Surface-Mounted Equipment and Components: Anchor and fasten
electrical items and their supports to building'structural elements by the following methods
unless otherwise indicated by code:
1. To Wood: Fasten with lag screws or through bolts.
2. To New Concrete: Bolt to concrete inserts.
3. To Masonry: Approved toggle-type bolts on hollow masonry units and expansion anchor
fasteners on solid masonry units.
4. To Existing Concrete: Expansion anchor fasteners.
5. Instead of expansion anchors, powder-actuated driven threaded studs provided with lock
washers and nuts may be used in existing standard-weight concrete 4 inches (100 mm)
thick or greater. Do not use for anchorage to lightweight-aggregate concrete or for slabs
less than 4 inches (100 mm)thick.
6. To Steel: Spring-tension clamps.
7. To Light Steel: Sheet metal screws.
8. Items Mounted on Hollow Walls and Nonstructural Building Surfaces: Mount cabinets,
panelboards, disconnect switches, control enclosures, pull and junction boxes,
transformers, and other devices on slotted-channel racks attached to substrate.
D. Drill holes for expansion anchors in concrete at locations and to depths that avoid the need for
reinforcing bars.
3.3 INSTALLATION OF FABRICATED METAL SUPPORTS
A. Cut, fit, and place miscellaneous metal supports accurately in location, alignment, and elevation
to support and anchor electrical materials and equipment.
B. Field Welding: Comply with AWS D1.1/DI.1M.
END OF SECTION 260529
HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 260529 -4
SECTION 260533 -RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Metal conduits and fittings.
2. Metal wireways and auxiliary gutters.
3. Surface raceways.
4. Boxes, enclosures, and cabinets.
1.2 ACTION SUBMITTALS
A. Product Data:For each type of product.
B. Shop Drawings: For custom enclosures and cabinets. Include plans, elevations, sections, and
attachment details.
1.3 INFORMATIONAL SUBMITTALS
A. Coordination Drawings: Conduit routing plans, drawn to scale, on which the following items
are shown and coordinated with each other,using input from installers of items involved:
1. Structural members in paths of conduit groups with common supports.
2. HVAC and plumbing items and architectural features in paths of conduit groups with
common supports.
B. Seismic Qualification Data: Certificates, for enclosures, cabinets, and conduit racks and their
mounting provisions, including those for internal components, from manufacturer.
PART 2-PRODUCTS
2.1 METAL CONDUITS AND FITTINGS
A. Metal Conduit:
1. Listing and Labeling: Metal conduits, tubing, and fittings shall be listed and labeled as
defined in NFPA 70, by a qualified testing agency, and marked for intended location and
application.
2. GRC: Comply with ANSI C80.1 and UL 6.
3. ARC: Comply with ANSI C80.5 and UL 6A.
4. IMC: Comply with ANSI C80.6 and UL 1242.
5. EMT: Comply with ANSI C80.3 and UL 797.
6. FMC: Comply with UL 1; aluminum.
RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 260533 - 1
7. LFMC:Flexible steel conduit with PVC jacket and complying with UL 360.
B. Metal Fittings: Comply with NEMA FB 1 and UL 514B.
2. Listing and Labeling: Listed and labeled as defined in NFPA 70, by a qualified testing
agency, and marked for intended location and application.
3. Fittings, General:Listed and labeled for type of conduit, location, and use.
4. Conduit Fittings for Hazardous (Classified) Locations: Comply with UL 1203 and
NFPA 70.
5. Fittings for EMT:
a. Material: Steel.
b. Type: Setscrew.
6. Expansion Fittings: PVC or steel to match conduit type, complying with UL 651, rated
for environmental conditions where installed, and including flexible external bonding
jumper.
C. Joint Compound for IMC, GRC, or ARC: Approved, as defined in NFPA 70, by authorities
having jurisdiction for use in conduit assemblies, and compounded for use to lubricate and
protect threaded conduit joints from corrosion and to enhance their conductivity.
2.2 METAL WIREWAYS AND AUXILIARY GUTTERS
A. Description: Sheet metal, complying with UL 870 and NEMA 250, Type 1 unless otherwise
indicated, and sized according to NFPA 70.
1. Metal-wireways installed outdoors shall be listed and labeled as defined in NFPA 70, by a
qualified testing agency, and marked for intended location and application.
B. Fittings and Accessories: Include covers, couplings, offsets, elbows, expansion joints, adapters,
hold-down straps, end caps, and other fittings to match and mate with wireways as required for
complete system.
2.3 BOXES, ENCLOSURES,AND CABINETS
A. General Requirements for Boxes, Enclosures, and Cabinets: Boxes, enclosures, and cabinets
installed in wet locations shall be listed for use in wet locations.
B. Sheet Metal Outlet and Device Boxes: Comply with NEMA OS 1 and UL 514A.
C. Cast-Metal Outlet and Device Boxes: Comply with NEMA FB 1, aluminum, Type FD, with
gasketed cover.
D. Luminaire Outlet Boxes: Nonadjustable, designed for attachment of luminaire weighing 50 lb
(23 kg). Outlet boxes designed for attachment of luminaires weighing more than 50 lb (23 kg)
shall be listed and marked for the maximum allowable weight.
E. Small Sheet Metal Pull and Junction Boxes:NEMA OS 1.
RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 260533 -2
F. Cast-Metal Access, Pull, and Junction Boxes: Comply with NEMA FB 1 and UL 1773, cast
aluminum with gasketed cover.
G. Box extensions used to accommodate new building finishes shall be of same material as
recessed box.
H. Device Box Dimensions: 4 inches square by 2-1/8 inches deep (100 mm square by 60 mm
deep).
I. Gangable boxes are prohibited.
J. Hinged-Cover Enclosures: Comply with UL 50 and NEMA 250, Type 1 with continuous-hinge
cover with flush latch unless otherwise indicated.
1. Metal Enclosures: Steel, finished inside and out with manufacturer's standard enamel.
2. Nonmetallic Enclosures:Plastic.
3. Interior Panels: Steel; all sides finished with manufacturer's standard enamel.
K. Cabinets:
1. NEMA 250, Type 1 galvanized-steel box with removable interior panel and removable
front, finished inside and out with manufacturer's standard enamel.
2. Hinged door in front cover with flush latch and concealed hinge.
3. Key latch to match panelboards.
4. Metal barriers to separate wiring of different systems and voltage.
5. Accessory feet where required for freestanding equipment.
6. Nonmetallic cabinets shall be listed and labeled as defined in NFPA 70, by a qualified
testing agency, and marked for intended location and application.
PART 3 -EXECUTION
3.1 RACEWAY APPLICATION
A. Outdoors: Apply raceway products as specified below unless otherwise indicated:
1. Exposed Conduit: GRC.
2. Concealed Conduit, Aboveground: GRC.
3. Connection to Vibrating Equipment (Including Transformers and Hydraulic, Pneumatic,
Electric Solenoid, or Motor-Driven Equipment):LFMC.
4. Boxes and Enclosures,Aboveground:NEMA 250, Type 3R.
B. Indoors: Apply raceway products as specified below unless otherwise indicated.
1. Exposed, Not Subject to Physical Damage: EMT.
2. Exposed,Not Subject to Severe Physical Damage: EMT.
3. Connection to Vibrating Equipment (Including Transformers and Hydraulic, Pneumatic,
Electric Solenoid, or Motor-Driven Equipment): FMC, except use LFMC in damp or wet
locations.
4. Damp or Wet Locations: GRC.
RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 260533 - 3
5. Boxes and Enclosures:NEMA 250,Type 1.
C. Minimum Raceway Size: 3/4-inch(21-mm)trade size.
D. Raceway Fittings: Compatible with raceways and suitable for use and location.
1. Rigid and Intermediate Steel Conduit: Use threaded rigid steel conduit fittings unless
otherwise indicated. Comply with NEMA FB 2.10.
2. EMT:Use setscrew, steel fittings. Comply with NEMA FB 2.10.
3. Flexible Conduit: Use only fittings listed for use with flexible conduit. Comply with
NEMA FB 2.20.
E. Do not install aluminum conduits, boxes, or fittings in contact with concrete or earth.
F. Install surface raceways only where indicated on Drawings.
G. Do not install nonmetallic conduit where ambient temperature exceeds 120 deg F (49 deg Q.
3.2 INSTALLATION
A. Comply with requirements in Section 260529 "Hangers and Supports for Electrical Systems"
for hangers and supports.
B. Comply with NECA 1 and NECA 101 for installation requirements except where requirements
on Drawings or in this article are stricter. Comply with NECA 102 for aluminum conduits.
Comply with NFPA 70 limitations for types of raceways allowed in specific occupancies and
number of floors.
C. Do not fasten conduits onto the bottom side of a metal deck roof.
D. Keep raceways at least 6 inches (150 mm) away from parallel runs of flues and steam or hot-
water pipes. Install horizontal raceway runs above water and steam piping.
E. Comply with requirements in Section 260529 "Hangers and Supports for Electrical Systems"
for hangers and supports.
F. Arrange stub-ups so curved portions of bends are not visible above finished slab.
G. Install no more than the equivalent of three 90-degree bends in any conduit run except for
control wiring conduits, for which fewer bends are allowed. Support within 12 inches (300 mm)
of changes in direction.
H. Make bends in raceway using large-radius preformed ells. Field bending shall be according to
NFPA 70 minimum radii requirements. Use only equipment specifically designed for material
and size involved.
1. Install conduits parallel or perpendicular to building lines.
J. Support conduit within 12 inches (300 mm) of enclosures to which attached.
RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 260533 -4
K. Threaded Conduit Joints, Exposed to Wet, Damp, Corrosive, or Outdoor Conditions: Apply
listed compound to threads of raceway and fittings before making up joints. Follow compound
manufacturer's written instructions.
L. Raceway Terminations at Locations Subject to Moisture or Vibration: Use insulating bushings
to protect conductors,including conductors smaller than No. 4 AWG.-
M.
WG:M. Terminate threaded conduits into threaded hubs or with locknuts on inside and outside of boxes
or cabinets. Install bushings on conduits up to 1-1/4-inch (35-mm) trade size and insulated
throat metal bushings on 1-1/2-inch (41-mm) trade size and larger conduits terminated with
locknuts. Install insulated throat metal grounding bushings on service conduits.
N. Install pull wires in empty raceways. Use polypropylene or monofilament plastic line with not
less than 200-lb (90-kg)tensile strength. Leave at least 12 inches (300 mm) of slack at each end
of pull wire. Cap underground raceways designated as,spare above grade alongside raceways in
use.
0. Surface Raceways:
1. Install surface raceway with a minimum 2-inch(50-mm)radius control at bend points.
2. Secure surface raceway with screws or other anchor-type devices at•intervals not
exceeding 48 inches (1,200 mm) and with no less than two supports per straight raceway
section. Support surface raceway according to manufacturer's written instructions. Tape
and glue are not acceptable support methods.
P. Install raceway sealing fittings at accessible locations according to.NFPA 70 and f ll them with
listed sealing compound. For concealed raceways, install each fitting in a flush steel box with a
blank cover plate having a finish similar to that of adjacent,plates or surfaces.
Install devices to seal raceway interiors at accessible locations. Locate seals so no fittings or
boxes are'between the seal and the following changes of environments. Seal the interior of all
raceways at the following points:
1. Where conduits pass from warm to cold locations, such as boundaries of refrigerated
spaces.
2. Where an underground service raceway enters a building or structure.
3. Conduit extending from interior to exterior of building.',
4. Conduit extending into pressurized duct and equipment.
5. Conduit extending into pressurized zones that are automatically controlled to maintain
different pressure set points.
6. Where otherwise required by NFPA 70.
R. Expansion-Joint Fittings:
1. Install in each run of aboveground RNC that is located where environmental temperature
change may exceed 30 deg F (17 deg C) and that has straight-run length that exceeds 25
feet(7.6 m).
2. Install type and quantity of fittings that accommodate temperature change listed for each
of the following locations:
RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 260533 - 5
a. Outdoor Locations Not Exposed to Direct Sunlight: 125 deg F (70 deg C)
temperature change.
b. Outdoor Locations Exposed to Direct Sunlight: 155 deg F (86 deg C) temperature
change.
3. Install fitting(s) that provide expansion and contraction for at least 0.00041 inch per foot
of length of straight run per degree F (0.06 mm per meter of length of straight run per
degree C) of temperature change for PVC conduits.
4. Install expansion fittings at all locations where conduits cross building or structure
expansion joints.
5. Install each expansion joint fitting with position, mounting, and piston setting selected
according to manufacturer's written instructions for conditions at specific location at time
of installation. Install conduit supports to allow for expansion movement.
S. Flexible Conduit Connections: Comply with NEMA RV 3. Use a maximum of 6 inches (915
mm) of flexible conduit for equipment subject to vibration, noise transmission, or movement;
and for transformers and motors.
1. Use LFMC in damp or wet locations subject to severe physical damage.
2. Use LFMC or LFNC in damp or wet locations not subject to severe physical damage.
T. Mount boxes at heights indicated on Drawings. Install boxes with height measured to center of
box unless otherwise indicated.
U. Horizontally separate boxes mounted on opposite sides of walls so they are not in the same
vertical channel.
V. Locate boxes so that cover or plate will not span different building finishes.
W. Support boxes of three gangs or more from more than one side by spanning two framing
members or mounting on brackets specifically designed for the purpose.
X. Fasten junction and pull boxes to or support from building structure. Do not support boxes by
conduits.
3.3 SLEEVE AND SLEEVE-SEAL INSTALLATION FOR ELECTRICAL PENETRATIONS
A. Install sleeves and sleeve seals at penetrations of exterior floor and wall assemblies. Comply
with requirements in Section 260544 "Sleeves and Sleeve Seals for Electrical Raceways and
Cabling."
3.4 PROTECTION
A. Protect coatings, finishes, and cabinets from damage and deterioration.
END OF SECTION 260533
RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 260533 - 6
SECTION 260544 - SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND
CABLING
PART 1 -GENERAL
1.1 SUMMARY
A. Section Includes:
1. Sleeves for raceway and cable penetration of non-fire-rated construction walls and floors.
2. Sleeve-seal systems.
3. Sleeve-seal fittings.
4. Grout.
5. Silicone sealants.
1.2 ACTION SUBMITTALS
A. Product Data:For each type of product.
PART 2-PRODUCTS
,2.1 SLEEVES
A. Wall Sleeves:
1. Steel Pipe Sleeves: ASTM A53/A53M, Type E, Grade B, Schedule 40, zinc coated, plain
ends.
2. Cast-Iron Pipe Sleeves: Cast or fabricated"wall pipe," equivalent to ductile-iron pressure
pipe, with plain ends and integral waterstop unless otherwise indicated.
B. Sleeves for Rectangular Openings:
1. Material: Galvanized sheet steel.
2. Minimum Metal Thickness:
a. For sleeve cross-section rectangle perimeter less than 50 inches (1270 mm) and
with no side larger than 16 inches (400 mm), thickness shall be 0.052 inch (1.3
mm).
b. For sleeve cross-section rectangle perimeter 50 inches (1270 mm) or more and one
or more sides larger than 16 inches (400 mm), thickness shall be 0.138 inch (3.5
mm).
SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND 260544- 1
CABLING
1
I �
2.2 SLEEVE-SEAL SYSTEMS
A. Description: Modular sealing device, designed for field assembly, to fill annular space between
sleeve and raceway or cable.
1. Sealing Elements: EPDM rubber interlocking links shaped to fit surface of pipe. Include
type and number required for pipe material and size of pipe.
2. Connecting Bolts and Nuts: Stainless steel of length required to secure pressure plates to
sealing elements.
2.3 SLEEVE-SEAL FITTINGS
A. Description: Manufactured plastic, sleeve-type, waterstop assembly made for embedding in
concrete slab or wall. Unit shall have plastic or rubber waterstop collar with center opening to
match piping OD.
2.4 GROUT
A. Description: Nonshrink; recommended for interior and exterior sealing openings in non-fire-
rated walls or floors.
B. Standard: ASTM C 1107/C 1107M, Grade B, post-hardening and volume-adjusting, dry,
hydraulic-cement grout.
C. Design Mix: 5000-psi(34.5-MPa),28-day compressive strength.
D. Packaging: Premixed and factory packaged.
2.5 SILICONE SEALANTS
A. Silicone Sealants: Single-component, silicone-based, neutral-curing elastomeric sealants of
grade indicated below.
1. Grade: Pourable (self-leveling) formulation for openings in floors and other horizontal
surfaces that are not fire rated.
B. Silicone Foams: Multicomponent, silicone-based liquid elastomers that, when mixed, expand
and cure in place to produce a flexible,nonshrinking foam.
PART 3 -EXECUTION
3.1 SLEEVE INSTALLATION FOR NON-FIRE-RATED ELECTRICAL PENETRATIONS
A. Comply with NECA 1.
B. Comply with NEMA VE 2 for cable tray and cable penetrations.
SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND 260544 -2
CABLING
C. Sleeves for Conduits Penetrating Above-Grade Non-Fire-Rated Concrete and Masonry-Unit
Floors and Walls:
1. Interior Penetrations of Non-Fire-Rated Walls and Floors:
a. Seal annular space between sleeve and raceway or cable, using joint sealant
appropriate for size, depth, and location of joint.
b. 'Seal space outside of sleeves with mortar or grout. Pack sealing material solidly
between sleeve and wall so no voids remain. Tool exposed surfaces smooth;
protect material while curing.
2. Use pipe sleeves unless penetration arrangement requires rectangular sleeved opening.
3. Size pipe sleeves to provide 1/4-inch (6.4-mm) annular clear space between sleeve and
raceway or cable unless sleeve seal is to be installed.
4. Install sleeves for wall penetrations unless core-drilled holes or formed openings are
used. Install sleeves during erection of walls. Cut sleeves to length for mounting flush
with both surfaces of walls. Deburr after cutting.
D. Aboveground, Exterior-Wall Penetrations: Seal penetrations using steel pipe sleeves and
mechanical sleeve seals. Select sleeve size to allow for 1-inch (25-mm) annular clear space
between pipe and sleeve for installing mechanical sleeve seals.
3.2 SLEEVE-SEAL-SYSTEM INSTALLATION
A. Install sleeve-seal systems in sleeves in exterior concrete walls and slabs-on-grade at raceway
entries into building.
B. Install type and number of sealing elements recommended by manufacturer for raceway or
cable material and size. Position raceway or cable in center of sleeve. Assemble mechanical
sleeve seals and install in annular space between raceway or cable and sleeve. Tighten bolts
against pressure plates that cause sealing elements to expand and make watertight seal.
3.3 SLEEVE-SEAL-FITTING INSTALLATION
A. Install sleeve-seal fittings in new walls and slabs as they are constructed.
B. Assemble fitting components of length to be flush with both'surfaces of concrete slabs and
walls. Position waterstop flange to be centered in concrete slab,or wall.
C. Secure nailing flanges to concrete forms.
D. Using grout, seal the space around outside of sleeve-seal fittings.
END OF.SECTION 260544
SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND 260544- 3
CABLING
SECTION 260553 -IDENTIFICATION FOR ELECTRICAL SYSTEMS
PART 1 -GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract,, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Color and legend requirements.for raceways, conductors, and warning labels and signs.
2. Labels.
3. Bands and tubes.
4. Tapes and stencils.
5. Tags.
6. Signs.
7. Cable ties.
8. Fasteners for labels and signs.,
1.3 ACTION SUBMITTALS
A. Product Data:For each type of product.
B. Samples-For each type'of label and sign to illustrate composition, size, colors, lettering style,
mounting provisions, and graphic features of identification products.
C. Delegated-Design Submittal:For arc-flash hazard study.
PART 2 -PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Comply with ASME'A13.1 and IEEE C2.
B. Comply with NFPA 70.
C. Comply with 29 CFR 1910.144 and 29 CFR 1910.145.
D. Comply with ANSI Z535.4 for safety signs and labels.
E. Comply with NFPA 70E requirements for arc-flash warning labels.
IDENTIFICATION FOR ELECTRICAL SYSTEMS 260553 --1
F. Adhesive-attached labeling materials, including label stocks, laminating adhesives, and inks
used by label printers, shall comply with UL 969.
G. Thermal Movements: Allow for thermal movements from ambient and surface temperature
changes.
1. Temperature Change: 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material
surfaces.
2.2 COLOR AND LEGEND REQUIREMENTS
A. Raceways and Cables Carrying Circuits at 600 V or Less:
1. Black letters on an orange field.
2. Legend: Indicate voltage.
B. Color-Coding for Phase Identification, 600 V or Less: Use colors listed below for ungrounded
service, feeder, and branch-circuit conductors.
1. Color shall be factory applied or field applied for sizes larger than No. 8 AWG if
authorities having jurisdiction permit.
2. Color for Neutral: White.
3. Color for Equipment Grounds:Bare copper.
4. Colors for Isolated Grounds: Green two or more yellow stripes.
C. Warning Label Colors:
1. Identify system voltage with black letters on an orange background.
D. Warning labels and signs shall include, but are not limited to, the following legends:
1. Multiple Power Source Warning: "DANGER - ELECTRICAL SHOCK HAZARD -
EQUIPMENT HAS MULTIPLE POWER SOURCES."
2. Workspace Clearance Warning: "WARNING - OSHA REGULATION - AREA IN
FRONT OF ELECTRICAL EQUIPMENT MUST BE KEPT CLEAR FOR 36 INCHES
(915 MM)."
E. Equipment Identification Labels:
1. Black letters on a white field.
2.3 LABELS
A. Self-Adhesive Wraparound Labels: Preprinted, 3-mil- (0.08-mm-) thick, vinyl flexible label
with acrylic pressure-sensitive adhesive.
1. Self-Lamination: Clear; UV-, weather- and chemical-resistant; self-laminating, protective
shield over the legend. Labels sized such that the clear shield overlaps the entire printed
legend.
IDENTIFICATION FOR ELECTRICAL SYSTEMS 260553 -2,
2. Marker for Labels: Machine-printed, permanent, waterproof, black ink recommended by
printer manufacturer.
B. Self-Adhesive Labels: Polyester, thermal, transfer-printed, 3-mil- (0.08-mm-) thick, multicolor,
weather- and UV-resistant, pressure-sensitive adhesive labels, configured for intended use and
location.
1. Minimum Nominal Size:
a. 1-1/2 by 6 inches (37 by 150 mm) for raceway and conductors.
b. 3-1/2 by 5 inches (76 by 127 mm)for equipment.
C. As required by authorities having jurisdiction.
2.4 BANDS AND TUBES
A. Heat-Shrink Preprinted Tubes: Flame-retardant polyolefin tubes with machine-printed
identification labels, sized to suit diameters of and shrunk to fit firmly around item being
identified. Full shrink recovery occurs at a maximum of 200 deg F (93 deg Q. Comply with
UL 224.
2.5 TAPES AND STENCILS
A. Marker Tapes: Vinyl or vinyl-cloth, self-adhesive wraparound type, with circuit identification
legend machine printed by thermal transfer or equivalent process.
B. Self-Adhesive Vinyl Tape: Colored, heavy duty, waterproof, fade resistant; not less than 3 mils
(0.08 mm)thick by 1 to 2 inches (25 to 50 mm) wide; compounded for outdoor use.
C. Tape and Stencil: 4-inch- (100-mm-) wide black stripes on 10-inch (250-mm) centers placed
diagonally over orange background and is 12 inches (300 mm)wide. Stop stripes at legends.
D. Stenciled Legend: In nonfading, waterproof, black ink or paint. Minimum letter height shall be
1 inch(25 mm).
2.6 TAGS
A. Write-on Tags:
1. Polyester Tags: 0.010 inch (0.25 mm) thick, with corrosion-resistant grommet and cable
tie for attachment.
2. Marker for Tags: Machine-printed, permanent, waterproof, black ink marker
recommended by printer manufacturer.
2.7 SIGNS
A. Laminated Acrylic or Melamine Plastic Signs:
1. Engraved legend.
2. Thickness:
a. For signs up to 20 sq. in. (129 sq. cm), minimum 1/16 inch(1.6 mm)thick.
IDENTIFICATION FOR ELECTRICAL SYSTEMS 260553 - 3
d
b. For signs larger than 20 sq. in. (129 sq: cm), 1/8 inch(3.2 mm)thick.
C. Engraved legend with black letters on white face.
d. Self-adhesive.
'e. Framed with mitered acrylic molding and arranged for attachment at applicable
equipment.
2.8 CABLE TIES
A. General-Purpose Cable Ties: Fungus inert, self-extinguishing, one piece, self-locking, and
Type 6/6 nylon.
1. . Minimum Width: 3/16 inch(5 mm).
2. Tensile Strength at 73 Deg F (23 Deg C) according to ASTM D638: 12,000 psi (82.7
MPa).
3. Temperature Range: Minus 40 to plus 185 deg F (Minus 40 to plus 85 deg Q.
4. Color:Black, except where used for color-coding.
2.9 MISCELLANEOUS IDENTIFICATION PRODUCTS
A. Paint: Comply with requirements in painting Sections for paint materials -and application
requirements. Retain paint system applicable for surface material and location (exterior or
interior).
B. Fasteners for Labels and Signs: Self-tapping, stainless-steel screws or stainless-steel machine
screws with nuts and flat and lock washers.
PART 3 -EXECUTION
3.1 INSTALLATION
A. Verify and coordinate identification names, abbreviations, colors, and other features with
requirements in other Sections requiring identification applications, Drawings, Shop Drawings,
manufacturer's wiring diagrams, and operation and maintenance manual. Use consistent ;
designations throughout Project.
B. Install identifying devices before installing acoustical ceilings and similar concealment.
C. Verify identity of each item before installing identificationproducts.
D. Coordinate identification with Project Drawings, manufacturer's wiring diagrams, and operation
and maintenance manual.
E. Apply identification devices to surfaces that require finish after completing finish work.
F. Install signs with approved legend to facilitate proper identification, operation, and maintenance
of electrical systems and connected items.
IDENTIFICATION FOR ELECTRICAL SYSTEMS 260553 -4
G. Self-Adhesive Identification Products: Before applying electrical identification products, clean
substrates of substances that could impair bond, using materials and methods recommended by
manufacturer of identification product.
H. System Identification for Raceways and Cables under 600 V: Identification shall completely
encircle cable or conduit. Place identification of two-color markings in contact, side by side.
1. Secure tight to surface of conductor, cable, or raceway.
1. Auxiliary Electrical Systems Conductor Identification: Identify field-installed alarm, control,
and signal connections.
J. Elevated Components: Increase sizes of labels, signs, and letters to those appropriate for
viewing from the floor.
K. Accessible Fittings for Raceways: Identify the covers, of each junction and pull box of the
following systems with the wiring system legend and system voltage. System legends shall be
as follows:
1. "POWER."
L. Vinyl Wraparound Labels:
1. Secure tight to surface at a location with high visibility and accessibility.
2. Attach labels that are not self-adhesive type with clear vinyl tape, with adhesive
appropriate to the location and substrate.
M. Self-Adhesive Wraparound Labels: Secure tight to surface of raceway or-cable at a location
with high visibility and accessibility.
N., Self-Adhesive Labels:
1. 'On each unit-of equipment, install unique designation label that is consistent withwiring
diagrams, schedules, and operation and maintenance manual.
2. Unless otherwise indicated, provide a single line of text with, 1/2-inch- (13-mm-) high
letters on 1-1/2-inch-(38-mm-)high label;where two lines of text are required,use labels
2 inches•(50 mm)high.
O. Heat-Shrink, Preprinted Tubes:•Secure' tight to surface at a location with_ high visibility and
accessibility.
P. Marker Tapes: Secure tight to surface at a location with high visibility and accessibility.
Q. Self-Adhesive Vinyl Tape: Secure tight to surface at a location with high visibility and
accessibility.
1. Field-Applied, Color-Coding Conductor Tape: Apply in half-lapped turns for a minimum
distance of 6 inches,(150 mm) where splices or taps are made."Apply last two turns of
tape with no tension to prevent possible unwinding.
R. Tape and,Stencil: Comply with requirements in painting Sections for surface preparation and
paint application.
IDENTIFICATION FOR ELECTRICAL SYSTEMS _, 260553 -5
S. Write-on Tags:
1. Place in a location with high visibility and accessibility.
2. Secure using general-purpose cable ties.
T. Laminated Acrylic or,Melamine Plastic Signs:
1. Attach signs and plastic labels that are not self-adhesive type with mechanical fasteners
appropriate to the location and substrate.
2. Unless otherwise indicated, provide a single line of text with 1/2-inch- (13-mm-) high
letters on minimum 1-1/2-inch- (38-mm-) high sign; where.two lines of text are required,
use signs minimum 2 inches(50 mm)high.
U. Cable Ties: General purpose, for attaching tags, except as listed below:
1. Outdoors: UV-stabilized nylon.
2. In Spaces Handling Environmental Air:Plenum rated.
3.2 IDENTIFICATION SCHEDULE
A. Install identification materials and devices at locations for most convenient viewing without
'interference with operation and maintenance of equipment. Install access doors or panels to
provide view of identifying'devices.
B. Identify conductors, cables, and terminals in enclosures and at junctions, terminals, pull points,
and locations of high visibility. Identify by system and circuit designation.
C. Accessible Raceways, 600 V or Less, for Service, Feeder, and Branch Circuits, More Than 30 A
and 120V to Ground:Identify with self-adhesive raceway labels.
D. Accessible Fittings for Raceways and Cables within Buildings: Identify the covers of each
junction and pull box of the following systems,with self-adhesive labels containing the wiring
system legend and system voltage. System legends shall be as follows:
1. "POWER."
E. Control-Circuit Conductor Identification: For conductors and cables in pull and junction boxes,
manholes, and handholes, use self-adhesive wraparound labels with the conductor or cable
designation, origin, and destination.
F. Control-Circuit Conductor Termination Identification: For identification at terminations,
provide self-adhesive wraparound labels with the conductor designation.
G. Workspace Indication: Apply tape and stencil to finished surfaces. Show working clearances in
the direction of access to live parts. Workspace shall comply with NFPA 70 and
29 CFR'1926.403 unless otherwise indicated. Do not install at flush-mounted panelboards and
similar"equipment in finished spaces.
H. Instructional Signs: Self-adhesive labels, including the color code for grounded and ungrounded
conductors.
IDENTIFICATION FOR ELECTRICAL SYSTEMS 260553 -6
I. Warning Labels for Indoor Cabinets, Boxes, and Enclosures for Power and Lighting: Self-
adhesive equipment labels.
1. Apply to exterior of door, cover, or other access.
J. Arc Flash Warning Labeling: Self-adhesive labels.
K. Operating Instruction Signs: Self-adhesive labels.
L. Equipment Identification Labels:
1. Indoor Equipment: Self-adhesive label.
END OF SECTION 260553
IDENTIFICATION FOR ELECTRICAL SYSTEMS 260553 -7
SECTION 260923 -LIGHTING CONTROL DEVICES
PART 1 -GENERAL
1.1 SUMMARY
A. Section Includes:
1. Photoelectric switches.
2. Lighting contactors.
1.2 ACTION SUBMITTALS
A. Product Data:For each type of product.
1.3 INFORMATIONAL SUBMITTALS
A. Coordination Drawings: Reflected ceiling plan(s) and elevations, drawn to scale and
coordinated with each other,using input from installers of the items involved.
B. Field quality-control reports.
C. Sample warranty.
1.4 CLOSEOUT SUBMITTALS
A. Operation and maintenance data.
1.5 WARRANTY
A. Manufacturer's Warranty: Manufacturer and Installer agree to repair or replace lighting control
devices that fail(s)in materials or workmanship within specified warranty period.
1. Warranty Period: Two year(s) from date of Substantial Completion.
PART 2-PRODUCTS
2.1 OUTDOOR PHOTOELECTRIC SWITCHES
A. Description: Solid state, with SPST dry contacts rated for 1000 W incandescent or1800 VA
inductive, to operate connected relay, contactor coils, or microprocessor input; complying with
UL 773A, and compatible with ballasts and LED lamps.
LIGHTING CONTROL DEVICES 260923 - 1
1. Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for
intended location and application.
2. Light-Level Monitoring Range: Per FAA requirements.
3. Time Delay: Fifteen-second minimum,to prevent false operation.
4. Surge Protection:Metal-oxide varistor.
5. Mounting: Twist lock complies with NEMA C136.10, with base-and-stem mounting or
stem-and-swivel mounting accessories as required to direct sensor to the north sky
exposure.
6. Failure Mode:Luminaire stays ON.
2.2 LIGHTING CONTACTORS
A. Description: Electrically operated and mechanically held, combination-type lighting contactors,
complying with NEMA ICS 2 and UL 508.
1. Current Rating for Switching: Listing or rating consistent with type of load served,
including tungsten filament, inductive, and high-inrush ballast (ballast with 15 percent or
less THD of normal load current).
2. Fault Current Withstand Rating: Equal to or exceeding the available fault current at the
point of installation.
3. Enclosure: Comply with NEMA 250.
4. Provide with control and pilot devices as indicated on Drawings, matching the NEMA
type specified for the enclosure.
2.3 CONDUCTORS AND CABLES
A. Power Wiring to Supply Side of Remote-Control Power Sources: Not smaller than No. 12
AWG. Comply with requirements in Section 260519 "Low-Voltage Electrical Power
Conductors and Cables."
B. Classes 2 and 3 Control Cable: Multiconductor cable with stranded-copper conductors not
smaller than No. 18 AWG. Comply with requirements in Section 260519 "Low-Voltage
Electrical Power Conductors and Cables."
C. Class 1 Control Cable: Multiconductor cable with stranded-copper conductors not smaller than
No. 18 AWG. Comply with requirements in Section 260519 "Low-Voltage Electrical Power
Conductors and Cables."
PART 3 -EXECUTION
3.1 INSTALLATION
A. Comply with NECA 1.
B. Examine lighting control devices before installation. Reject lighting control devices that are
wet, moisture damaged, or mold damaged.
LIGHTING CONTROL DEVICES 260923 - 2
C. Coordinate layout and installation of ceiling-mounted devices with other construction that
penetrates ceilings or is supported by them, including light fixtures, HVAC equipment, smoke
detectors, fire-suppression systems, and partition assemblies.
D. Install and aim sensors in locations to achieve not less than 90-percent coverage of areas
indicated. Do not exceed coverage limits specified in manufacturer's written instructions.
E. Mount electrically held lighting contactors with elastomeric isolator pads to eliminate structure-
borne vibration unless contactors are installed in an enclosure with factory-installed vibration
isolators.
3.2 WIRING INSTALLATION
A. Wiring Method: Comply with Section 260519 "Low-Voltage Electrical Power Conductors and
Cables."
B. Wiring within Enclosures: Separate power-limited and nonpower-limited conductors according
to conductor manufacturer's written instructions.
C. Size conductors according to lighting control device manufacturer's written instructions unless
otherwise indicated.
D. Splices, Taps, and Terminations: Make connections only on numbered terminal strips in
junction,pull, and outlet boxes;terminal cabinets; and equipment enclosures.
3.3 IDENTIFICATION
A. Identify components and power and control wiring according to Section 260553 "Identification
for Electrical Systems."
B. Label contactors with a unique designation.
3.4 FIELD QUALITY CONTROL
A. Perform the following tests and inspections:
1. Operational Test: After installing time switches and sensors, and after electrical circuitry
has been energized, start units to confirm proper unit operation.
2. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and
equipment.
B. Lighting control devices will be considered defective if they do not pass tests and inspections.
C. Prepare test and inspection reports.
END OF SECTION 260923
LIGHTING CONTROL DEVICES 260923 - 3
SECTION 262213 -LOW-VOLTAGE DISTRIBUTION TRANSFORMERS
PART I -GENERAL
1.1 SUMMARY
A. Section includes distribution, dry-type transformers with a nominal primary and secondary
rating of 600 V and less,with capacities up to 1500 kVA.
1.2 ACTION SUBMITTALS
A. Product Data:For each type of product.
B. Shop Drawings:
1. Detail equipment assemblies and indicate dimensions, weights, loads, required
clearances, method of field assembly, components, and location and size of each field
connection.
2. Vibration Isolation Base Details:Detail fabrication including anchorages and attachments
to structure and to supported equipment.
3. Include diagrams for power, signal, and control wiring.
1.3 INFORMATIONAL SUBMITTALS
A. Seismic Qualification Data: Certificates, for transformers, accessories, and components, from
manufacturer.
B. Source quality-control reports.
C. Field quality-control reports.
1.4 CLOSEOUT SUBMITTALS
A. Operation and maintenance data.
1.5 QUALITY ASSURANCE
A. Testing Agency Qualifications: Accredited by NETA.
1. Testing Agency's Field Supervisor: Certified by NETA to supervise on-site testing.
LOW-VOLTAGE DISTRIBUTION TRANSFORMERS 262213 - 1
PART 2-PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Seismic Performance: Transformers shall withstand the effects of earthquake motions
determined according to ASCE/SEI 7.
1. The term "withstand" means "the transformer will remain in place without separation of
any parts when subjected to the seismic forces specified."
2.2 GENERAL TRANSFORMER REQUIREMENTS
A. Description:Factory-assembled and-tested, air-cooled units for 60-Hz service.
B. Comply with NFPA 70.
1. Electrical Components, Devices, and Accessories: Listed and labeled as defined in
NFPA 70,by a qualified testing agency, and marked for intended location and use.
C. Encapsulation: Transformers smaller than 30 kVA shall have core and coils completely resin
encapsulated.
D. Cores:Electrical grade, non-aging silicon steel with high permeability and low hysteresis losses.
E. Coils: Continuous windings except for taps.
1. Coil Material: Copper.
2. Internal Coil Connections:Brazed or pressure type.
3. Terminal Connections: Welded.
F. Shipping Restraints: Paint or otherwise color-code bolts, wedges, blocks, and other restraints
that are to be removed after installation and before energizing. Use fluorescent colors that are
easily identifiable inside the transformer enclosure.
2.3 DISTRIBUTION TRANSFORMERS
A. Comply with NFPA 70.
B. Cores: One leg per phase.
C. Enclosure: Ventilated.
1. NEMA 250, Type 2: Core and coil shall be encapsulated within resin compound to seal
out moisture and air.
2. KVA Ratings: Based on convection cooling only and not relying on auxiliary fans.
3. Wiring Compartment: Sized for conduit entry and wiring installation.
D. Taps for Transformers 3 kVA and Smaller: One 5 percent tap above normal full capacity.
LOW-VOLTAGE DISTRIBUTION TRANSFORMERS 262213 -2
E. Insulation Class, Smaller Than 30 kVA: 180 deg C, UL-component-recognized insulation
system with a maximum of 115 deg C rise above 40 deg C ambient temperature.
F. Grounding: Provide ground-bar kit or a ground bar installed on the inside of the transformer
enclosure.
G. Wall Brackets:Manufacturer's standard brackets.
2.4 IDENTIFICATION
A. Nameplates: Self-adhesive label for ,each distribution transformer. Self-adhesive labels are
specified in Section 260553 "Identification for Electrical Systems."
PART 3 -EXECUTION
3.1, EXAMINATION
A. Examine conditions for compliance with enclosure- and ambient-temperature requirements for
each transformer.
B. Verify that field measurements are as needed to maintain working clearances required by
NFPA 70 and manufacturer's written instructions.
C. Examine walls, floors, roofs, and concrete bases for suitable mounting conditions where
transformers will be installed.
D. Verify that ground connections are in place and requirements in Section 260526 "Grounding
and Bonding for Electrical Systems" have been met. Maximum ground resistance shall be 5
ohms at location of transformer.
E. Environment: Enclosures shall be rated for the environment in which they are located. Covers
for NEMA 250,Type 4X enclosures shall not cause accessibility problems.
3.2 INSTALLATION
A. Install wall-mounted transformers level and plumb with wall brackets fabricated by transformer
manufacturer.
1. Coordinate installation of wall-mounted and structure-hanging supports with actual
transformer provided.
B. Install transformers level and plumb on a concrete base with vibration-dampening supports.
Locate transformers away from corners and not parallel to adjacent wall surface.
C. Secure covers to enclosure and tighten all bolts to manufacturer-recommended torques to reduce
noise generation.
D. Remove shipping bolts, blocking, and wedges.
LOW-VOLTAGE DISTRIBUTION TRANSFORMERS 262213 -3
3.3 CONNECTIONS
A. Ground equipment according to Section 260526 "Grounding and Bonding for Electrical
Systems."
B. Connect wiring according to Section 260519 "Low-Voltage Electrical Power Conductors and
Cables."
C. Tighten electrical connectors and terminals according to manufacturer's published torque-
tightening values. If manufacturer's torque values are not indicated, use those specified in
UL 486A-486B.
D. Provide flexible connections at all conduit and conductor terminations and supports to eliminate
sound and vibration transmission to the building structure.
3.4 FIELD QUALITY CONTROL
A. Testing Agency: Engage a qualified testing agency to perform tests and inspections.
B. Perform tests and inspections.
C. Small (Up to 167-kVA Single-Phase or 500-kVA Three-Phase) Dry-Type Transformer Field
Tests:
1. Visual and Mechanical Inspection.
a. Inspect physical and mechanical condition.
b. Inspect anchorage, alignment, and grounding.
C. Verify that resilient mounts are"free and that any shipping brackets have been
removed.
d. Verify the unit is clean.
e. Perform specific inspections and mechanical tests recommended by manufacturer.
£ Verify that as-left tap connections are as specified.
g. Verify the presence of surge arresters and that their ratings are as specified.
2. Electrical Tests:
a. Measure resistance at each winding, tap, and bolted connection.
b. Perform insulation-resistance tests winding-to-winding and each winding-to-
ground. Apply voltage according to manufacturer's published data. In the absence
of manufacturer's published data, comply with NETA ATS, Table 100.5. Calculate
polarization index:the value of the index shall not be less than 1.0.
C. Perform turns-ratio tests at all tap positions. Test results shall not deviate by more
than one-half percent from either the adjacent coils or the calculated ratio. If test
fails,replace the transformer.
d. Verify correct secondary voltage, phase-to-phase and phase-to-neutral, after
energization and prior to loading.
D. Remove and replace units that do not pass tests or inspections and retest as specified above.
LOW-VOLTAGE DISTRIBUTION TRANSFORMERS 262213 -4
E. Test Labeling: On completion of satisfactory testing of each unit, attach a dated and signed
"Satisfactory Test" label to tested component.
3.5 CLEANING
A. Vacuum dirt and debris; do not use compressed air to assist in cleaning.
END OF SECTION 262213
LOW-VOLTAGE DISTRIBUTION TRANSFORMERS 262213 - 5
SECTION 262416 -PANELBOARDS
PARTI -GENERAL
1.1 SUMMARY
A. Section Includes:
1. Distribution panelboards.
1.2 DEFINITIONS
A. MCCB:Molded-case circuit breaker.
B. SPD: Surge protective device.
1.3 ACTION SUBMITTALS
A. Product Data:For each type of panelboard.
B. Shop Drawings:For each panelboard and related equipment.
1. Include dimensioned plans, elevations, sections, and details.
2. Detail enclosure types including mounting and anchorage, environmental protection,
knockouts, corner treatments, covers and doors, gaskets,hinges, and locks.
3. Detail bus configuration, current, and voltage ratings. ,
4. Short-circuit current rating of panelboards and overcurrent protective devices.
5. Detail features, characteristics, ratings, and factory settings of individual overcurrent
protective devices and auxiliary components.
6. Include wiring diagrams for power, signal, and control wiring.
7. Include time-current coordination curves for each type and rating of overcurrent
protective device included in panelboards.
1.4 INFORMATIONAL SUBMITTALS
A. Panelboard schedules,for installation in panelboards.
1.5 CLOSEOUT SUBMITTALS
A. Operation and maintenance,data.
1.6 FIELD CONDITIONS
A. Service Conditions:NEMA PB 1,usual service conditions, as follows:'
PANELBOARDS 26,2416 - 1
1. Ambient temperatures within limits specified.
2. Altitude not exceeding 6600 feet(2000 m).
1.7 WARRANTY
A. Manufacturer's Warranty: Manufacturer agrees to repair or replace panelboards that fail in
materials or workmanship within specified warranty period.
1. Panelboard Warranty Period: 18 months from date of Substantial Completion.
PART 2-PRODUCTS
,2.1 PANELBOARDS COMMON REQUIREMENTS
A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70,by
a qualified testing agency, and marked for intended location and application.
B. Comply with NEMA PB 1.
C. Comply with NFPA 70.
D. Enclosures: Surface-mounted, dead-front cabinets.
1. Rated for environmental conditions at installed location.
a. Indoor Dry and Clean Locations:NEMA 250, Type 1.
2. Height: 84 inches (2.13 m)maximum.
3. Front: Secured to box with concealed trim clamps. For surface-mounted fronts, match
box dimensions; for flush-mounted fronts, overlap box. Trims shall cover all live parts
and shall have no exposed hardware.
4. Hinged Front Cover: Entire front trim hinged to box and with standard door within
hinged trim cover. Trims shall cover all live parts and shall have no exposed hardware.
E. Incoming Mains Location: Convertible between top and bottom.
F. Phase,Neutral, and Ground Buses: Hard-drawn copper, 98 percent conductivity.
G. Conductor Connectors: Suitable for use with conductor material and sizes.
1. Material:Hard-drawn copper, 98 percent conductivity.
2. Main and Neutral Lugs: Mechanical type, with a lug on the neutral bar for each pole in
the panelboard.
3. Ground Lugs and Bus-Configured Terminators: Mechanical type, with a lug on the bar
for each pole in the-panelboard.
H. Future Devices: Panelboards shall have mounting brackets, bus connections, filler plates, and
necessary appurtenances required for future installation of devices.
PANELBOARDS 262416 -2
I. Panelboard Short-Circuit Current Rating: Rated for series-connected system with integral or
remote upstream overcurrent protective devices and labeled by an NRTL. Include label or
manual with size and type of allowable upstream and branch devices listed and labeled by an
NRTL for series-connected short-circuit rating.
2.2 PERFORMANCE REQUIREMENTS
A. Seismic Performance: Panelboards_shall withstand the effects of earthquake motions determined
according to ASCE/SEI 7.
1. The term"withstand" means "the unit will remain in place without separation of any parts
from the device when subjected to the seismic forces specified."
2.3 POWER PANELBOARDS
A. Panelboards:NEMA PB 1, distribution type.
B. Doors: Secured with vault-type latch with tumbler lock;keyed alike.
1. For doors more than 36 inches (914 mm)high,provide two latches,keyed alike.
C. Mains: Circuit breaker.
D. Branch Overcurrent Protective Devices for Circuit-Breaker Frame Sizes 125 A and Smaller:
Plug-in circuit breakers.
E. Branch Overcurrent Protective Devices for Circuit-Breaker Frame Sizes Larger Than 125 A:
Bolt-on circuit breakers.
F: Branch Overcurrent Protective Devices: Fused switches.
2.4 IDENTIFICATION
A. Panelboard Label: Manufacturer's name and trademark, voltage, amperage, number of phases,
and number of poles shall be located on the interior of the panelboard door.
B. Breaker Labels: Faceplate shall list current rating, UL and IEC certification standards, and AIC
rating.
C. Circuit Directory:Directory card inside panelboard,door,mounted in transparent card holder.
PART,3_EXECUTION
3.1 INSTALLATION
A. Comply with NECA 1.
PANELBOARDS 26241673
B. Install panelboards and accessories'according to NECA 407.
C. Mount top of trim 90 inches (2286 mm) above finished floor unless otherwise indicated.
D. Mount panelboard cabinet plumb and rigid without distortion of box.
E. Install overcurrent protective devices and controllers not already factory installed.
1. Set field-adjustable, circuit-breaker trip ranges.
F. Make grounding connections and bond neutral for services and separately derived systems to
ground. Make connections to grounding electrodes, separate grounds for isolated ground bars,
and connections to separate ground bars.
G. Install filler plates in unused spaces.
H. Arrange conductors in gutters into groups and bundle and wrap with wire ties.
3.2 IDENTIFICATION
A. Identify field-installed conductors, interconnecting wiring, and components; install warning
signs complying with requirements in Section 260553 "Identification for Electrical Systems."
B. Create a directory to indicate installed circuit loads; incorporate Owner's final room
designations. Obtain approval before installing. Handwritten directories are not acceptable.
Install directory inside panelboard door.
C. Panelboard Nameplates:'Label each panelboard with a nameplate complying with requirements
for identification specified in Section 260553 "Identification for Electrical Systems."
D. Device Nameplates: Label each branch circuit device in power panelboards with a nameplate
complying with requirements for identification specified in Section 260553 "Identification for
Electrical Systems."
E. Install warning signs complying with requirements in Section 260553 "Identification for
Electrical Systems" identifying source of remote circuit.
3.3 FIELD QUALITY CONTROL
A. Perform tests and inspections.
B. Acceptance Testing Preparation:
1. Test insulation resistance for each panelboard bus, component, connecting supply, feeder,
and control circuit.
2. Test continuity of each circuit.
C. Tests and Inspections:
PANELBOARDS 262416 -4
1. Perform each visual and mechanical inspection and electrical test for low-voltage air
circuit breakers stated in NETA ATS. Certify compliance with test parameters.
2. Correct malfunctioning units on-site, where possible, and retest to demonstrate
compliance; otherwise,replace with new units and retest.
D. Panelboards will be considered defective if they do not pass tests and inspections.
E. Prepare test and inspection reports, including a certified report that identifies panelboards
included and that describes scanning results, with comparisons of the two scans. Include
notation of deficiencies detected, remedial action taken, and observations after remedial action.
END OF SECTION 262416
PANELBOARDS 262416 - 5
SECTION 262813 -FUSES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Cartridge fuses rated 600 V ac and less fon use in'the following:
a. Enclosed switches.
1.2 ACTION SUBMITTALS
A. Product Data:For each type of product.
1.3 CLOSEOUT SUBMITTALS
A. Operation and maintenance data.
PART2-PRODUCTS
2.1 CARTRIDGE FUSES
A. Characteristics: NEMA FU 1, current-limiting, nonrenewable cartridge fuses with voltage
ratings consistent with circuit voltages.
1. Type RK-1: 600-V, zero-to 600-A-rating, 200 kAIC.
2. Type RK-5: 600-V, zero-to 600-A rating, 200 kAIC.
3. Type CC: 600-V, zero-to 30-A rating, 200 WC.
4. Type CD: 600-V, 31-to 60-A rating,'200 kAIC.
5. Type J: 600-V, zero-to 600-A rating, 200 kAIC.
B. Electrical Components, Devices, and Accessories:Listed and labeled as defined in NFPA 70,by
a qualified testing agency, and marked Tor intended location and application.
C. Comply with NEMA FU 1 for cartridge fuses.
D. Comply with NFPA 70.
E. Coordinate fuse ratings with utilization equipment nameplate limitations of maximum fuse size
and with system short-circuit current levels.
FUSES 2628,13 - 1
PART 3 -EXECUTION
3.1 INSTALLATION
A. Install fuses in fusible devices. Arrange fuses so rating information is readable without
removing fuse.
3.2 IDENTIFICATION
A. Install labels complying with requirements for identification specified in Section 260553
"Identification for Electrical Systems" and indicating fuse replacement information inside of
door of each fused switch and adjacent to each fuse block, socket, and holder.
END OF SECTION 262813
FUSES 262813 -2
SECTION 262816 -ENCLOSED SWITCHES AND CIRCUIT BREAKERS
PART 1 -GENERAL
1.1 SUMMARY
A. Section Includes:
1. Fusible switches.
2. Nonfusible switches.
3. Enclosures.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of enclosed switch, circuit breaker, accessory, and .component
indicated. Include nameplate ratings, dimensioned elevations, sections, weights, and
manufacturers' technical data on features, performance, electrical characteristics, ratings,
accessories, and finishes.
1. Include time-current coordination curves (average melt) for each type and rating of
overcurrent protective device; include selectable ranges for each type of overcurrent
protective device. Provide in PDF.
B. Shop Drawings: For enclosed switches and circuit breakers.
1. Include plans, elevations, sections, details, and attachments to other work.
2. Include wiring diagrams for power, signal, and control wiring.
1.3 INFORMATIONAL SUBMITTALS
A. Qualification Data:For qualified testing agency.
B. Seismic Qualification Certificates: For enclosed switches and circuit breakers, accessories, and
components, from manufacturer.
C. Field quality-control reports.
1.4 CLOSEOUT SUBMITTALS
A. Operation and maintenance data.
1.5 QUALITY ASSURANCE
A. Testing Agency Qualifications: Accredited by NETA.
ENCLOSED SWITCHES AND CIRCUIT BREAKERS 262816 - 1
1. Testing Agency's Field Supervisor: Currently certified by NETA to supervise on-site
testing.
1.6 WARRANTY
A. Manufacturer's Warranty: Manufacturer and Installer agree to repair or replace components that
fail in materials or workmanship within specified warranty period.
1. Warranty Period: One year(s)from date of Substantial Completion.
PART2-PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Seismic Performance: Enclosed switches and circuit breakers shall withstand the effects of
earthquake motions determined according to ASCE/SEI 7 >.
1. The term "withstand" means "the unit will remain in place without separation of any parts
from the device when subjected to the seismic forces specified."
2.2 GENERAL REQUIREMENTS
A. Source Limitations: Obtain enclosed switches and circuit breakers, overcurrent protective
devices, components, and accessories, within same product category, from single manufacturer.
B. Product Selection for Restricted Space: Drawings indicate maximum dimensions for enclosed
switches and circuit breakers, including clearances between enclosures, and adjacent surfaces
and other items. Comply with indicated maximum dimensions.
C. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70,by
an NRTL, and marked for intended location and application.
D. Comply with NFPA 70.
2.3 FUSIBLE SWITCHES
A. Type HD, Heavy Duty:
1. Single throw.
2. Three pole.
3. 600-V ac.
4. 200 A and smaller.
5. UL 98 and NEMA KS 1, horsepower rated, with clips or bolt pads to accommodate
specified fuses.
6. Lockable handle with capability to accept three padlocks, and interlocked with cover in
closed position.
ENCLOSED SWITCHES AND CIRCUIT BREAKERS 262816 -2
B. Accessories:
1. Equipment Ground Kit: Internally mounted and labeled for copper and aluminum ground
conductors.
2. Neutral Kit: Internally mounted; insulated, capable of being grounded and bonded;
labeled for copper and aluminum neutral conductors.
3. Isolated Ground Kit: Internally mounted; insulated, labeled for copper and aluminum
neutral conductors.
4. Class R Fuse Kit:Provides rejection of other fuse types when Class R fuses are specified.
2.4 NONFUSIBLE SWITCHES
A. Type GD, General Duty, Three Pole, Single Throw, 240-V ac, 600 A and Smaller: UL 98 and
NEMA KS 1, horsepower rated, lockable handle with capability to accept two padlocks, and
interlocked with cover in closed position.
B. Accessories:
1. Equipment Ground Kit: Internally mounted and labeled for copper and aluminum ground
conductors.
2. Neutral Kit: Internally mounted; insulated, capable of being grounded and bonded;
labeled for copper and aluminum neutral conductors.
2.5 ENCLOSURES
A. Enclosed Switches and Circuit Breakers: UL 489, NEMA KS 1, NEMA 250, and UL 50, to
comply with environmental conditions at installed location.
B. Enclosure Finish: The enclosure shall be gray baked enamel paint, electrodeposited on cleaned,
phosphatized steel(NEMA 250 Type 1).
PART 3 - EXECUTION
3.1 ENCLOSURE ENVIRONMENTAL RATING APPLICATIONS
A. Enclosed Switches and Circuit Breakers: Provide enclosures at installed locations with the
following environmental ratings.
1. Indoor, Dry and Clean Locations:NEMA 250, Type 1.
3.2 INSTALLATION
A. Interruption of Existing Electric Service: Do not interrupt electric service to facilities occupied
by Owner or others unless permitted under the following conditions and then only after
arranging to provide temporary electric service according to requirements indicated:
ENCLOSED SWITCHES AND CIRCUIT BREAKERS '262816 -3
1. Notify Construction Manager no fewer than seven days in advance of proposed
interruption of electric service.
2. Indicate method of providing temporary electric service, if required.
3. Do not proceed with interruption of electric service without Owner's written permission.
4. Comply with NFPA 70E.
B. Coordinate layout and installation of switches, circuit breakers, and components with equipment
served and adjacent surfaces. Maintain required workspace clearances and required clearances
for equipment access doors and panels.
C. Install individual wall-mounted switches with tops at uniform height unless otherwise indicated.
D. Install fuses in fusible devices.
E. Comply with NFPA 70 and NECA 1.
3.3 IDENTIFICATION
A. Comply with requirements in Section 260553 "Identification for Electrical Systems."
1. Identify field-installed conductors, interconnecting wiring, and components; provide
warning signs.
2. Label each enclosure with engraved metal or laminated-plastic nameplate.
3.4 FIELD QUALITY CONTROL
A. Perform tests and inspections.
B. Tests and Inspections for Switches:
1. Visual and Mechanical Inspection:
a. Inspect physical and mechanical condition.
b. Inspect anchorage, alignment, grounding, and clearances.
C. Verify that the unit is clean.
d. Verify blade alignment, blade penetration,travel stops, and mechanical operation.
e. Verify that fuse sizes and types match the Specifications and Drawings.
f. Verify that each fuse has adequate mechanical support and contact integrity.
g. Inspect bolted electrical connections for high resistance using one of the two
following methods:
1) Use a low-resistance ohmmeter.
a) Compare bolted connection resistance values to values of similar
connections. Investigate values that deviate from those of similar
bolted connections by more than 50 percent of the lowest value.
2) Verify tightness of accessible bolted electrical connections by calibrated
torque-wrench method in accordance with manufacturer's published data or
NETA ATS Table 100.12.
ENCLOSED SWITCHES AND CIRCUIT BREAKERS 262816 -4
a) Bolt-torque levels shall be in accordance with manufacturer's
published data. In the absence of manufacturer's published data, use
NETA ATS Table 100.12.
h. Verify that operation and sequencing of interlocking systems is as described in the
Specifications and shown on the Drawings.
i. Verify correct phase barrier installation.
j. Verify lubrication of moving current-carrying parts and moving and sliding
surfaces.
2. Electrical Tests:
a. Perform resistance measurements through bolted connections with a low-resistance
ohmmeter. Compare bolted connection resistance values to values of similar
connections. Investigate values that deviate from adjacent poles or similar switches
by more than 50 percent of the lowest value.
b. Measure contact resistance across each switchblade fuseholder. Drop values shall
not exceed the high level of the manufacturer's published data. If manufacturer's
published data are not available, investigate values that deviate from adjacent poles
or similar switches by more than 50 percent of the lowest value.
C. Perform insulation-resistance tests for one minute on each pole, phase-to-phase
and phase-to-ground with switch closed, and across each open pole. Apply voltage
in accordance with manufacturer's published data. In the absence of manufacturer's
published data, use Table 100.1 from the NETA ATS. Investigate values of
insulation resistance less than those published in Table 100.1 or as recommended
in manufacturer's published data.
d. Measure fuse resistance. Investigate fuse-resistance values that deviate from each
other by more than 15 percent.
e. Perform ground fault test according to NETA ATS 7.14 "Ground Fault Protection
Systems, Low-Voltage."
C. Enclosed switches will be considered defective if they do not pass tests and inspections.
D. Prepare test and inspection reports.
1. Test procedures used.
2. Include identification of each enclosed switch and circuit breaker tested and describe test
results.
3. List deficiencies detected, remedial action taken, and observations after remedial action.
END OF SECTION 262816
ENCLOSED SWITCHES AND CIRCUIT BREAKERS 262816 - 5