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FI Elizabeth Airfield Lighting, Signage & NAVAID Rehabilitation Specs
CBS CONTRACT DOCUMENTS FOR THE CONSTRUCTION OF AIRFIELD LIGHTING, SIGNAGE & NAVAID REHABILITATION PROJECT ELIZABETH FIELD AIRPORT (OB8) FISHERS ISLAND, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK pF SOUry©�o FAA AIP NO. 3-36-0029-031-2024 (D) NYSDOT PIN. 0913._ (D) BID DOCUMENTS NOT FOR CONSTRUCTION February 13,2025 CONTRACT DOCUMENTS FOR THE CONSTRUCTION OF AIRFIELD LIGHTING, SIGNAGE & NAVAID REHABILITATION PROJECT ELIZABETH FIELD AIRPORT FISHERS ISLAND, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK pF SaUryolQ oourm,�' ,OF NEw y,`Q C&S ENGINEERS,INC. �N FRgZ O,p F� 499 Col.Eileen Collins Boulevard Cr Syracuse,New York 13212 February 13,2025 O 7028g3 v 9pFE S S IONP John F. Frazee,P.E. - N.Y.S.P.E. Lie. No. 102893 NO ALTERATION PERMITTED HEREIN EXCEPT AS PROVIDED UNDER.SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW PROJECT NO.211.022.001 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID Rehabilitation TABLE OF CONTENTS ADVERTISEMENT PROPOSAL ATTACHMENTS TO PROPOSAL 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 Offeror/Bidder Regarding Tax Delinquency and Felony Convictions - Trade Restriction Bidder's Statement of Previous Contracts Subject to EEO Clause as Described in Special Provisions to the General Provision, Section SP 70-23, Subsection A-16 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) Contractor's DBE Plan DBE Letter of Intent Form Safety Plan Compliance Document(SPCD) Certification CONTRACT FORM SPECIFICATIONS PART 1 - GENERAL CONTRACT 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 forms 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 2018 TO C-1 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID Rehabilitation 20-14 - Disqualification of bidders 20-15 - Discrepancies and omissions 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 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 cleanup Section 50 Control of Work 50-01 - Authority of the Resident Project Representative (RPR) 50-02 - Conformity with plans and specifications 50-03 - Coordination of contract,plans and specifications 50-04 - List of Special Provisions 50-05 - Cooperation of Contractor 50-06 - Cooperation between contractors 50-07 - Automatically controlled equipment 50-07.1 - Additional Survey Requirements 50-08 - Authority and duties of Quality Assurance (QA) 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/analysis (COC/COA) 60-04 - Plant inspection 60-05 - Engineer/Resident Project Representative (RPR)field office 60-06 - Storage of materials 60-07 - Unacceptable materials 60-08 - Owner furnished materials Section 70 Legal Regulations and Responsibility to Public 2018 TOC-2 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID Rehabilitation 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 participation 70-06 - Sanitary,health and safety provisions 70-07 - Public convenience and safety 70-08 - Construction Safety and Phasing Plan(CSPP) 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 Attachment A to Section 70-08—Construction Safety and Phasing Plan (CSPP) 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 80-07.1 - Contract time based on Calendar Days 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 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 - Contractor Final Project Documentation 2018 TOC-3 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID Rehabilitation SPECIAL PROVISIONS TO THE GENERAL CONTRACT PROVISIONS SP 20-16 Addenda and interpretation SP 20-17 Sales tax exemption SP 30-09 Conformed Contract Documents SP 30-10 Issued for Construction Contract Documents SP 50-17 Additional Survey Requirements SP 50-18 Removal of water SP 50-19 Sheeting and bracing SP 60-09 Shop and setting drawings and catalogue data SP 60-10 Electrical shop drawings SP 60-11 Substitute items SP 60-12 Submittal procedure SP 70-22 Additional sanitary,health, and safety provisions SP 70-23 Federal Contract Provisions for procurement and contracting under AIP Al. Access to Records and Reports A2. Affirmative Action Requirement A3. Breach of Contract Terms A4. Buy American Preference Statement A5. Civil Rights -General A6. Civil Rights-Title VI Assurance AT Clean Air and Water Pollution Control A8. Contract Workhours and Safety Standards Act Requirements A9. Copeland"Anti-Kickback"Act A10. Davis-Bacon Requirements A11. Debarment and Suspension Al2. Disadvantaged Business Enterprise A13. Distracted Driving A14. Energy Conservation Requirements A15. Drug Free Workplace Requirements A 16. Equal Employment Opportunity(EEO) A17. Federal Fair labor Standards Act(Federal Minimum Wage) A18. Lobbying and Influencing Federal Employees A19. Prohibition of Segregated Facilities A20. Occupational Safety and Health Act of 1970 A21. Procurement of Recovered Materials A22. Right to Inventions A23. Seismic Safety A24. Tax Delinquency and Felony Convictions A25. Termination of Contract A26. Trade Restriction Certification A27. Veteran's Preference A28. Domestic Preferences for Procurements SP 70-24 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 2018 TOC-4 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID Rehabilitation 10. Records 11. Identifying Information and Privacy Notification 12. Equal Employment Opportunities for Minorities and Women 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 SP 70-25 NYSDOT terms and conditions SP-70-26 Labor affidavits, New York State Laws of 1988 SP-70-27 Compliance with New York State Labor Law §220-i SP 90-12 Security for construction warranty SP 90-13 Lien law DISADVANTAGED BUSINESS ENTERPRISE DBE PARTICIPATION SUMMARY 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) 2018 TOC-5 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID Rehabilitation PART 2— GENERAL CONSTRUCTION ITEMS Item Number Description Item C-102 Temporary Air and Water Pollution, Soil Erosion, and Siltation Control Item C-105 Mobilization Item C-106 Safety, Security and Maintenance of Traffic Item C-107 Project Survey and Stakeout TECHNICAL SPECIFICATIONS Item Number Description L-107 Airport Wind Cones L-108 Underground Power Cable for Airports L-110 Airport Underground Electrical Duct Banks and Conduits L-115 Electrical Manholes and Junction Structures L-119 Airport Obstruction Lights L-125 Airport Lighting Systems T-901 Seeding T-905 Topsoiling T-908 Mulching CONTRACT DRAWINGS Sheet Ref. No. Title No. 1 GI001 TITLE SHEET 2 GI002 LEGEND,ABBREVIATIONS, SHEET INDEX 3 GI003 GENERAL NOTES &DETAILS 4 GC001 CONSTRUCTION WORK PHASING AND AREA DESCRIPTIONS 5 GC100 GENERAL PLAN& CONSTRUCTION WORK PHASING PLAN 6 GC101 CONSTRUCTION WORK PHASING PLAN—WORK AREA A 7 GC102 CONSTRUCTION WORK PHASING PLAN—WORK AREA B 8 GC103 CONSTRUCTION WORK PHASING PLAN—WORK AREA C 9 GC501 CONSTRUCTION WORK PHASING DETAILS 10 ED101 ELECTRICAL DEMOLITION PLAN (BID ALT. 41) 11 ED102 ELECTRICAL DEMOLITION PLAN(BID ALT. 41) 12 ED 103 ELECTRICAL DEMOLITION PLAN BID ALT. 42 13 ED 104 ELECTRICAL DEMOLITION PLAN BID ALT. 42 14 ED 105 ELECTRICAL DEMOLITION PLAN BID ALT. 43 15 ED106 ELECTRICAL DEMOLITION PLAN(BID ALT. 43) 16 EL101 ELECTRICAL PLAN(BID ALT. 41) 17 EL102 ELECTRICAL PLAN BID ALT. 41 18 EL103 ELECTRICAL PLAN BID ALT. 42 19 EL104 ELECTRICAL PLAN BID ALT. 42 20 EL105 ELECTRICAL PLAN(BID ALT. 43) 21 EL106 ELECTRICAL PLAN(BID ALT. 43) 22 EL107 WINDCONE PLAN ADD-ON 41 23 EL501 REIL AND OBSTRUCTION LIGHT DETAILS 24 EL502 PRECISION APPROACH PATH INDICATORS (PAPI) DETAILS 25 EL503 PRECISION APPROACH PATH INDICATORS (PAPI) DETAILS 26 EL504 AIRFIELD LIGHTING AND TRENCHING DETAILS 27 EL505 AIRFIELD LIGHTING BASE REPLACEMENT DETAILS 2018 TOC-6 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID Rehabilitation 28 EL506 AIRFIELD GUIDANCE SIGNAGE DETAILS 29 EL507 WINDCONE DETAILS 30 EL601 AIRFIELD ELECTRICAL VAULT PLAN END OF TABLE OF CONTENTS 2018 TOC-7 ADVERTISEMENT NOTICE TO BIDDERS FOR THE CONSTRUCTION OF THE AIRFIELD LIGHTING, SIGNAGE& NAVAID REHABILITATION PROJECT AT ELIZABETH FIELD AIRPORT FISHERS ISLAND TOWN OF SOUTHOLD, NEW YORK Sealed proposals for the construction of the Airfield Lighting, Signage & NAVAID 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, March 13, 2025, and there, at said office, at said time, publicly opened and read aloud. The proposed project generally includes the replacement of the existing Runway 12-30 and Runway 7-25 edge and threshold lights, illuminated airfield guidance signs, Runway 12-30 and 7-25 Precision Approach Path Indicators (PAPI, 4 total sets), Runway 12-30 and 7-25 End Identifier Lights (REIL,4 total sets); airfield obstruction lights and primarywind cone.The project will include replacing equipment,fixtures, base plates, isolation transformers, connectors and airfield lighting cable. Light bases and equipment foundations will generally remain, except for a few scheduled for full replacement. All replacement fixtures will be energy- efficient LED. Gravel drainage sumps will be added to help promote positive drainage out of the underground base and conduit system. This is a prevailing wage contract, and has a DBE goal of 6.3%. After award of the contract,the successful bidder shall be prepared to hold their bid prices for an anticipated start of construction as late as May of 2026, weather pending. The execution of the construction Contract is dependent upon the receipt of an FAA grant offer and is expected no earlier than September 2025. This Contract does not allow for price escalation in unit bid items. The Contractor shall take this into consideration when preparing unit prices for bidding. This project requires the Contractor to pay New York State or Federal prevailing wages,whichever is higher. 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 John Frazee of C&S Engineers, Inc. at jfrazee@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: https://www.southoldtownny.ciov/187/Legal-Public-Notices The property is located at the Elizabeth Field Airport, Fishers Island, New York, 06390. Bidders interested in conducting a site visit must contact David McCall,Assistant Airport Manager, Fishers Island Ferry District (Phone: (631) 788-7463, ext. 201) at least 48-hours in advance to coordinate. Any questions regarding this project may be directed to John Frazee, P.E. of C&S Engineers, Inc. at (315)455-2000 or email ifrazeeC�cscos.com. Only the proposal section (30 pages, including certifications) needs to be submitted as part of the bid. 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. ADV-1 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 LIGHTING, SIGNAGE & NAVAID 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. DENIS NONCARROW SOUTHOLD TOWN CLERK AD V-2 QUANTITIES FOR CANVASS OF BIDS ELIZABETH FIELD AIRPORT (0138) TOWN OF SOUTHOLD, NY AIRFIELD LIGHTING, SIGNAGE& NAVAID REHABILITATION BID DOCUMENTS - BID ALTERNATE 1 ITEM NO SPEC DESCRIPTION QUANTITY UNITS 1 C-102-5.1 COMPLIANCE WITH TEMPORARY WATER POLLUTION, SOIL 1 LS EROSION AND SILTATION CONTROL 2 C-105-6.1 MOBILIZATION (8%+/-) 1 LS 3 C-106-3.1 SAFETY, SECURITY AND MAINTENANCE OF TRAFFIC 1 LS 4 C-107-5.1 SURVEY AND STAKEOUT 1 LS 5 L-108-5.1 NO. 8 AWG, 5KV, L-824, TYPE C CABLE, INSTALLED IN DUCT BANK 52,000 LF OR CONDUIT 6 L-108-5.2 NO. 6 AWG, SOLID, BARE COPPER COUNTERPOISE WIRE 315 LF INSTALLED ABOVE CONDUIT 7 L-110-5.1 NON-ENCASED ELECTRICAL CONDUIT, 1 WAY- 2 INCH PVC 315 LF CONDUIT, IN TURF 8 L-110-5.2 CABLE REMOVAL IN EXISTING DUCT BANK OR CONDUIT 11,500 LF 9 L-110-5.3 GRAVEL DRAINAGE SUMP 12 EACH 10 L-119-5.1 DOUBLE AIRPORT OBSTRUCTION LIGHT ON EXISTING BASE 7 EACH 11 L-119-5.2 REMOVAL OF EXISTING AIRPORT OBSTRUCTION LIGHT 7 EACH 12 L-125-5.4 PRECISION APPROACH PATH INDICATOR (PAPI) SYSTEM 4 EACH 13 L-125-5.5 RUNWAY END IDENTIFIER LIGHT (REIL) SYSTEM 4 EACH 14 L-125-5.8 REMOVAL OF EXISTING LIGHT BASE OR JUNCTION CAN 1 EACH 15 L-125-5.9 REMOVAL OF EXISTING PAPI SYSTEM 4 EACH 16 L-125-5.10 REMOVAL OF EXISTING REIL SYSTEM 4 EACH 17 L-125-5.11 SPARE PARTS (NOT TO EXCEED $10,000 OR 10% TOTAL COST) 1 LS 18 L-125-5.12 CONTRACTOR SUPPORT FOR FOLLOW-UP FAA FLIGHT CHECK 1 TRIP 1 QUANTITIES FOR CANVASS OF BIDS ELIZABETH FIELD AIRPORT (0138) TOWN OF SOUTHOLD, NY AIRFIELD LIGHTING, SIGNAGE & NAVAID REHABILITATION BID DOCUMENTS - BID ALTERNATE 2 ITEM NO SPEC DESCRIPTION QUANTITY UNITS 1 C-102-5.1 COMPLIANCE WITH TEMPORARY WATER POLLUTION, SOIL 1 LS EROSION AND SILTATION CONTROL 2 C-105-6.1 MOBILIZATION (8%+/-) 1 LS 3 C-106-3.1 SAFETY, SECURITY AND MAINTENANCE OF TRAFFIC 1 LS 4 C-107-5.1 SURVEY AND STAKEOUT 1 LS 5 L-108-5.1 NO. 8 AWG, 5 KV, L-824, TYPE C CABLE, INSTALLED IN DUCT BANK 61,300 LF OR CONDUIT 6 L-108-5.2 NO. 6 AWG, SOLID, BARE COPPER COUNTERPOISE WIRE 315 LF INSTALLED ABOVE CONDUIT 7 L-110-5.1 NON-ENCASED ELECTRICAL CONDUIT, 1 WAY- 2 INCH PVC 315 LF CONDUIT, IN TURF 8 L-110-5.2 CABLE REMOVAL IN EXISTING DUCT BANK OR CONDUIT 19,500 LF 9 L-110-5.3 GRAVEL DRAINAGE SUMP 17 EACH 10 L-115-5.1 ELECTRICAL JUNCTION STRUCTURE, L-867 LIGHT BASE, SIZE B, 7 EACH CLASS 1 B 11 L-119-5.1 DOUBLE AIRPORT OBSTRUCTION LIGHT ON EXISTING BASE 7 EACH 12 L-119-5.2 REMOVAL OF EXISTING AIRPORT OBSTRUCTION LIGHT 7 EACH 13 L-125-5.1 MEDIUM INTENSITY RUNWAY EDGE LIGHT, BASE MOUNTED, LED 34 EACH 14 L-125-5.2 L-867B NON LOAD BEARING LIGHT BASE, IN PAVEMENT 10 EACH 15 L-125-5.3 AIRFIELD GUIDANCE SIGN, SIZE 2, 2 MODULES 4 EACH 16 L-125-5.4 PRECISION APPROACH PATH INDICATOR (PAPI) SYSTEM 4 EACH 17 L-125-5.5 RUNWAY END IDENTIFIER LIGHT (REIL) SYSTEM 4 EACH 18 L-125-5.6 REMOVAL OF EXISTING ELEVATED EDGE LIGHT FIXTURE 34 EACH 19 L-125-5.7 REMOVAL OF EXISTING GUIDANCE SIGN 4 EACH 20 L-125-5.8 REMOVAL OF EXISTING LIGHT BASE OR JUNCTION CAN 19 EACH 21 L-125-5.9 REMOVAL OF EXISTING PAPI SYSTEM 4 EACH 22 L-125-5.10 REMOVAL OF EXISTING REIL SYSTEM 4 EACH 23 L-125-5.11 SPARE PARTS (NOT TO EXCEED $10,000 OR 10% TOTAL COST) 1 LS 24 L-125-5.12 CONTRACTOR SUPPORT FOR FOLLOW-UP FAA FLIGHT CHECK 1 TRIP 2 QUANTITIES FOR CANVASS OF BIDS ELIZABETH FIELD AIRPORT (0138) TOWN OF SOUTHOLD, NY AIRFIELD LIGHTING, SIGNAGE& NAVAID REHABILITATION BID DOCUMENTS - BID ALTERNATE 3 ITEM NO SPEC DESCRIPTION QUANTITY UNITS 1 C-102-5.1 COMPLIANCE WITH TEMPORARY WATER POLLUTION, SOIL 1 LS EROSION AND SILTATION CONTROL 2 C-105-6.1 MOBILIZATION (8%+/-) 1 LS 3 C-106-3.1 SAFETY, SECURITY AND MAINTENANCE OF TRAFFIC 1 LS 4 C-107-5.1 SURVEY AND STAKEOUT 1 LS 5 L-108-5.1 NO. 8 AWG, 5 KV, L-824, TYPE C CABLE, INSTALLED IN DUCT BANK 67,500 LF OR CONDUIT 6 L-108-5.2 NO. 6 AWG, SOLID, BARE COPPER COUNTERPOISE WIRE 315 LF INSTALLED ABOVE CONDUIT 7 L-110-5.1 NON-ENCASED ELECTRICAL CONDUIT, 1 WAY- 2 INCH PVC 315 LF CONDUIT, IN TURF 8 L-110-5.2 CABLE REMOVAL IN EXISTING DUCT BANK OR CONDUIT 25,110 LF 9 L-110-5.3 GRAVEL DRAINAGE SUMP 20 EACH 10 L-115-5.1 ELECTRICAL JUNCTION STRUCTURE, L-867 LIGHT BASE, SIZE B, 11 EACH CLASS 1 B 11 L-119-5.1 DOUBLE AIRPORT OBSTRUCTION LIGHT ON EXISTING BASE 7 EACH 12 L-119-5.2 REMOVAL OF EXISTING AIRPORT OBSTRUCTION LIGHT 7 EACH 13 L-125-5.1 MEDIUM INTENSITY RUNWAY EDGE LIGHT, BASE MOUNTED, LED 63 EACH 14 L-125-5.2 L-867B NON LOAD BEARING LIGHT BASE, IN PAVEMENT 21 EACH 15 L-125-5.3 AIRFIELD GUIDANCE SIGN, SIZE 2, 2 MODULES 8 EACH 16 L-125-5.4 PRECISION APPROACH PATH INDICATOR (PAPI) SYSTEM 4 EACH 17 L-125-5.5 RUNWAY END IDENTIFIER LIGHT (REIL) SYSTEM 4 EACH 18 L-125-5.6 REMOVAL OF EXISTING ELEVATED EDGE LIGHT FIXTURE 63 EACH 19 L-125-5.7 REMOVAL OF EXISTING AIRFIELD GUIDANCE SIGN 8 EACH 20 L-125-5.8 REMOVAL OF EXISTING LIGHT BASE OR JUNCTION CAN 22 EACH 21 L-125-5.9 REMOVAL OF EXISTING PAPI SYSTEM 4 EACH 22 L-125-5.10 REMOVAL OF EXISTING REIL SYSTEM 4 EACH 23 L-125-5.11 SPARE PARTS (NOT TO EXCEED $10,000 OR 10% TOTAL COST) 1 LS 24 L-125-5.12 CONTRACTOR SUPPORT FOR FOLLOW-UP FAA FLIGHT CHECK 1 TRIP 3 QUANTITIES FOR CANVASS OF BIDS ELIZABETH FIELD AIRPORT (0138) TOWN OF SOUTHOLD, NY AIRFIELD LIGHTING, SIGNAGE& NAVAID REHABILITATION BID DOCUMENTS -ADD ON NO. 1, PRIMARY WINDCONE REPLACEMENT ITEM NO SPEC DESCRIPTION QUANTITY UNITS L-107-5.1 L-807(L) PRIMARY WIND CONE INSTALLED ON NEW FOUNDATION, 1 1 LS STYLE I-B, SIZE 2, LED 2 L-107-5.2 REMOVAL OF EXISTING WIND CONE AND FOUNDATION 1 LS 3 L-108-5.1 NO. 8 AWG, 5 KV, L-824, TYPE C CABLE, INSTALLED IN DUCT BANK 2,500 LF OR CONDUIT 4 L-108-5.2 NO. 6 AWG, SOLID, BARE COPPER COUNTERPOISE WIRE 50 INSTALLED ABOVE CONDUIT LF 5 L-110-5.1 NON-ENCASED ELECTRICAL CONDUIT, 1 WAY- 2 INCH PVC 50 CONDUIT, IN TURF LF 6 L-110-5.2 CABLE REMOVAL IN EXISTING DUCT BANK OR CONDUIT 1,000 LF 4 PROPOSAL FOR CONSTRUCTION OF THE AIRFIELD LIGHTING, SIGNAGE & NAVAID REHABILITATION PROJECT AT ELIZABETH FIELD AIRPORT FISHERS ISLAND TOWN OF SOUTHOLD, NEW YORK TO: Southold 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;a listing of estimated quantities is located in the front of these Contract Documents;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. 2018 PROPOSAL-1 ELIZABETH FIELD AIRPORT(0138) AIRFIELD LIGHTING,SIGNAGE,AND NAVAID REHABILITATION ITEM UNIT NO SPEC DESCRIPTION QUANTITY UNITS PRICE TOTAL BID ALTERNATE 1 1 C-102-5.1 COMPLIANCE WITH TEMPORARY WATER POLLUTION,SOIL 1 LS EROSION AND SILTATION CONTROL 2 C-105-6.1 MOBILIZATION(8%+/-) 1 LS 3 C-106-3.1 SAFETY,SECURITY AND MAINTENANCE OF TRAFFIC 1 LS 4 C-107-5.1 SURVEY AND STAKEOUT 1 LS 5 L-108-5.1 NO.8 AWG,5KV,L-824,TYPE C CABLE,INSTALLED IN DUCT BANK 52,000 LF OR CONDUIT 6 L-108-5.2 NO.6 AWG,SOLID,BARE COPPER COUNTERPOISE WIRE 315 LF INSTALLED ABOVE CONDUIT 7 L-110-5.1 NON-ENCASED ELECTRICAL CONDUIT,1 WAY-2 INCH PVC 315 LF CONDUIT, IN TURF 8 L-110-5.2 CABLE REMOVAL IN EXISTING DUCT BANK OR CONDUIT 11,500 LF 9 L-110-5.3 GRAVEL DRAINAGE SUMP 12 EACH 10 L-119-5.1 DOUBLE AIRPORT OBSTRUCTION LIGHT ON EXISTING BASE 7 EACH PROPOSAL-2 ELIZABETH FIELD AIRPORT(0138) AIRFIELD LIGHTING,SIGNAGE,AND NAVAID REHABILITATION ITEM UNIT NO SPEC DESCRIPTION QUANTITY UNITS PRICE TOTAL 11 L-119-5.2 REMOVAL OF EXISTING AIRPORT OBSTRUCTION LIGHT 7 EACH 12 L-125-5.4 PRECISION APPROACH PATH INDICATOR(PAPI)SYSTEM 4 EACH 13 L-125-5.5 RUNWAY END IDENTIFIER LIGHT(REIL)SYSTEM 4 EACH 14 L-125-5.8 REMOVAL OF EXISTING LIGHT BASE OR JUNCTION CAN 1 EACH 15 L-125-5.9 REMOVAL OF EXISTING PAR SYSTEM 4 EACH 16 L-125-5.10 REMOVAL OF EXISTING REIL SYSTEM 4 EACH 17 L-125-5.11 SPARE PARTS(NOT TO EXCEED$10,000 OR 10%TOTAL COST) 1 LS 18 L-125-5.12 CONTRACTOR SUPPORT FOR FOLLOW-UP FAA FLIGHT CHECK 1 TRIP TOTAL CONTRACT-BID ALTERNATE 1 PROPOSAL-3 ELIZABETH FIELD AIRPORT(0138) AIRFIELD LIGHTING,SIGNAGE,AND NAVAID REHABILITATION ITEM UNIT NO SPEC DESCRIPTION QUANTITY UNITS PRICE TOTAL ADD-ON NO.1 1 L-107-5.1 L-807(L)PRIMARY WIND CONE INSTALLED ON NEW FOUNDATION, 1 LS STYLE I-B,SIZE 2,LED 2 L-107-5.2 REMOVAL OF EXISTING WIND CONE AND FOUNDATION 1 LS 3 L-108-5.1 NO.8 AWG,5 KV,L-824,TYPE C CABLE,INSTALLED IN DUCT BANK 2,500 LF OR CONDUIT 4 L-108-5.2 NO.6 AWG,SOLID,BARE COPPER COUNTERPOISE WIRE 50 LF INSTALLED ABOVE CONDUIT 5 L-110-5.1 NON-ENCASED ELECTRICAL CONDUIT,1 WAY-2 INCH PVC 50 LF CONDUIT, IN TURF 6 L-110-5.2 CABLE REMOVAL IN EXISTING DUCT BANK OR CONDUIT 1,000 LF TOTAL CONTRACT-ADD-ON NO.1 TOTAL CONTRACT PROPOSAL-4 ELIZABETH FIELD AIRPORT(0138) AIRFIELD LIGHTING,SIGNAGE,AND NAVAID REHABILITATION ITEM UNIT NO SPEC DESCRIPTION QUANTITY UNITS PRICE TOTAL BID ALTERNATE 2 1 C-102-5.1 COMPLIANCE WITH TEMPORARY WATER POLLUTION,SOIL 1 LS EROSION AND SILTATION CONTROL 2 C-105-6.1 MOBILIZATION(8%+/-) 1 LS 3 C-106-3.1 SAFETY,SECURITY AND MAINTENANCE OF TRAFFIC 1 LS 4 C-107-5.1 SURVEY AND STAKEOUT 1 LS 5 L-108-5.1 NO.8 AWG,5 KV,L-824,TYPE C CABLE,INSTALLED IN DUCT BANK 61,300 LF OR CONDUIT 6 L-108-5.2 NO.6 AWG,SOLID,BARE COPPER COUNTERPOISE WIRE 315 LF INSTALLED ABOVE CONDUIT 7 L-110-5.1 NON-ENCASED ELECTRICAL CONDUIT,1 WAY-2 INCH PVC 315 LF CONDUIT, IN TURF 8 L-110-5.2 CABLE REMOVAL IN EXISTING DUCT BANK OR CONDUIT 19,500 LF 9 L-110-5.3 GRAVEL DRAINAGE SUMP 17 EACH 10 L-115-5.1 ELECTRICAL JUNCTION STRUCTURE,L-867 LIGHT BASE,SIZE B, 7 EACH CLASS 1 B PROPOSAL-5 ELIZABETH FIELD AIRPORT(0138) AIRFIELD LIGHTING,SIGNAGE,AND NAVAID REHABILITATION ITEM UNIT NO SPEC DESCRIPTION QUANTITY UNITS PRICE TOTAL 11 L-119-5.1 DOUBLE AIRPORT OBSTRUCTION LIGHT ON EXISTING BASE 7 EACH 12 L-119-5.2 REMOVAL OF EXISTING AIRPORT OBSTRUCTION LIGHT 7 EACH 13 L-125-5.1 MEDIUM INTENSITY RUNWAY EDGE LIGHT,BASE MOUNTED,LED 34 EACH 14 L-125-5.2 L-867B NON LOAD BEARING LIGHT BASE, IN PAVEMENT 10 EACH 15 L-125-5.3 AIRFIELD GUIDANCE SIGN,SIZE 2,2 MODULES 4 EACH 16 L-125-5.4 PRECISION APPROACH PATH INDICATOR(PAPI)SYSTEM 4 EACH 17 L-125-5.5 RUNWAY END IDENTIFIER LIGHT(REIL)SYSTEM 4 EACH 18 L-125-5.6 REMOVAL OF EXISTING ELEVATED EDGE LIGHT FIXTURE 34 EACH 19 L-125-5.7 REMOVAL OF EXISTING GUIDANCE SIGN 4 EACH 20 L-125-5.8 REMOVAL OF EXISTING LIGHT BASE OR JUNCTION CAN 19 EACH PROPOSAL-6 ELIZABETH FIELD AIRPORT(0138) AIRFIELD LIGHTING,SIGNAGE,AND NAVAID REHABILITATION ITEM UNIT NO SPEC DESCRIPTION QUANTITY UNITS PRICE TOTAL 21 L-125-5.9 REMOVAL OF EXISTING PAR SYSTEM 4 EACH 22 L-125-5.10 REMOVAL OF EXISTING REIL SYSTEM 4 EACH 23 L-125-5.11 SPARE PARTS(NOT TO EXCEED$10,000 OR 10%TOTAL COST) 1 LS 24 L-125-5.12 CONTRACTOR SUPPORT FOR FOLLOW-UP FAA FLIGHT CHECK 1 TRIP TOTAL CONTRACT-BID ALTERNATE ADD-ON NO.1 1 L-107-5.1 L-807(L)PRIMARY WIND CONE INSTALLED ON NEW FOUNDATION, 1 LS STYLE I-B,SIZE 2,LED 2 L-107-5.2 REMOVAL OF EXISTING WIND CONE AND FOUNDATION 1 LS 3 L-108-5.1 NO.8 AWG,5 KV,L-824,TYPE C CABLE,INSTALLED IN DUCT BANK 2,500 LF OR CONDUIT 4 L-108-5.2 NO.6 AWG,SOLID,BARE COPPER COUNTERPOISE WIRE 50 LF INSTALLED ABOVE CONDUIT PROPOSAL-7 ELIZABETH FIELD AIRPORT(0138) AIRFIELD LIGHTING,SIGNAGE,AND NAVAID REHABILITATION ITEM UNIT NO SPEC DESCRIPTION QUANTITY UNITS PRICE TOTAL 5 L-110-5.1 NON-ENCASED ELECTRICAL CONDUIT,1 WAY-2 INCH PVC 50 LF CONDUIT, IN TURF 6 L-110-5.2 CABLE REMOVAL IN EXISTING DUCT BANK OR CONDUIT 1,000 LF TOTAL CONTRACT-ADD-ON NO.1 TOTAL CONTRACT PROPOSAL-8 ELIZABETH FIELD AIRPORT(0138) AIRFIELD LIGHTING,SIGNAGE,AND NAVAID REHABILITATION ITEM UNIT NO SPEC DESCRIPTION QUANTITY UNITS PRICE TOTAL BID ALTERNATE 3 1 C-102-5.1 COMPLIANCE WITH TEMPORARY WATER POLLUTION,SOIL 1 LS EROSION AND SILTATION CONTROL 2 C-105-6.1 MOBILIZATION(8%+/-) 1 LS 3 C-106-3.1 SAFETY,SECURITY AND MAINTENANCE OF TRAFFIC 1 LS 4 C-107-5.1 SURVEY AND STAKEOUT 1 LS 5 L-108-5.1 NO.8 AWG,5 KV,L-824,TYPE C CABLE, INSTALLED IN DUCT BANK 67,500 LF OR CONDUIT 6 L-108-5.2 NO.6 AWG,SOLID,BARE COPPER COUNTERPOISE WIRE 315 LF INSTALLED ABOVE CONDUIT 7 L-110-5.1 NON-ENCASED ELECTRICAL CONDUIT,1 WAY-2 INCH PVC 315 LF CONDUIT, IN TURF 8 L-110-5.2 CABLE REMOVAL IN EXISTING DUCT BANK OR CONDUIT 25,110 LF 9 L-110-5.3 GRAVEL DRAINAGE SUMP 20 EACH 10 L-115-5.1 ELECTRICAL JUNCTION STRUCTURE,L-867 LIGHT BASE,SIZE B, 11 EACH CLASS 1 B PROPOSAL-9 ELIZABETH FIELD AIRPORT(0138) AIRFIELD LIGHTING,SIGNAGE,AND NAVAID REHABILITATION ITEM UNIT NO SPEC DESCRIPTION QUANTITY UNITS PRICE TOTAL 11 L-119-5.1 DOUBLE AIRPORT OBSTRUCTION LIGHT ON EXISTING BASE 7 EACH 12 L-119-5.2 REMOVAL OF EXISTING AIRPORT OBSTRUCTION LIGHT 7 EACH 13 L-125-5.1 MEDIUM INTENSITY RUNWAY EDGE LIGHT,BASE MOUNTED,LED 63 EACH 14 L-125-5.2 L-867B NON LOAD BEARING LIGHT BASE, IN PAVEMENT 21 EACH 15 L-125-5.3 AIRFIELD GUIDANCE SIGN,SIZE 2,2 MODULES 8 EACH 16 L-125-5.4 PRECISION APPROACH PATH INDICATOR(PAPI)SYSTEM 4 EACH 17 L-125-5.5 RUNWAY END IDENTIFIER LIGHT(REIL)SYSTEM 4 EACH 18 L-125-5.6 REMOVAL OF EXISTING ELEVATED EDGE LIGHT FIXTURE 63 EACH 19 L-125-5.7 REMOVAL OF EXISTING AIRFIELD GUIDANCE SIGN 8 EACH 20 L-125-5.8 REMOVAL OF EXISTING LIGHT BASE OR JUNCTION CAN 22 EACH PROPOSAL-10 ELIZABETH FIELD AIRPORT(0138) AIRFIELD LIGHTING,SIGNAGE,AND NAVAID REHABILITATION ITEM UNIT NO SPEC DESCRIPTION QUANTITY UNITS PRICE TOTAL 21 L-125-5.9 REMOVAL OF EXISTING PAR SYSTEM 4 EACH 22 L-125-5.10 REMOVAL OF EXISTING REIL SYSTEM 4 EACH 23 L-125-5.11 SPARE PARTS(NOT TO EXCEED$10,000 OR 10%TOTAL COST) 1 LS 24 L-125-5.12 CONTRACTOR SUPPORT FOR FOLLOW-UP FAA FLIGHT CHECK 1 TRIP TOTAL CONTRACT-BID ALTERNATE 3 ADD-ON NO.1 1 L-107-5.1 L-807(L)PRIMARY WIND CONE INSTALLED ON NEW FOUNDATION, 1 LS STYLE I-B,SIZE 2,LED 2 L-107-5.2 REMOVAL OF EXISTING WIND CONE AND FOUNDATION 1 LS 3 L-108-5.1 NO.8 AWG,5 KV,L-824,TYPE C CABLE, INSTALLED IN DUCT BANK 2,500 LF OR CONDUIT 4 L-108-5.2 NO.6 AWG,SOLID,BARE COPPER COUNTERPOISE WIRE 50 LF INSTALLED ABOVE CONDUIT PROPOSAL-11 ELIZABETH FIELD AIRPORT(0138) AIRFIELD LIGHTING,SIGNAGE,AND NAVAID REHABILITATION ITEM UNIT NO SPEC DESCRIPTION QUANTITY UNITS PRICE TOTAL 5 L-110-5.1 NON-ENCASED ELECTRICAL CONDUIT,1 WAY-2 INCH PVC 50 LF CONDUIT, IN TURF 6 L-110-5.2 CABLE REMOVAL IN EXISTING DUCT BANK OR CONDUIT 1,000 LF TOTAL CONTRACT-ADD-ON NO.1 TOTAL CONTRACT PROPOSAL-12 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID 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. Notice of Project Under New York State Labor Law 220-i: This request for bids is for a public work and for a covered project subject to Labor Law § 220-1.No contractor may bid for this contract unless it is registered with the New York State Department of Labor. No subcontractor may begin work upon this public work unless it is first registered with the New York State Department of Labor. Each bidder must submit its Department of Labor-issued certificate of registration with its bid. 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 Airport Entrance Road Rehabilitation 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: 2018 PROPO SAL-13 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID 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: 2018 PROPO SAL-14 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID 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: 2018 PROPO SAL-15 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID 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 Offeror/Bidder Regarding Tax Delinquency and Felony Convictions - Trade Restriction Bidder's Statement of Previous Contracts Subject to EEO Clause as Described in Special Provisions to the General Provisions, Section SP 70-23, subsection A-12 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) Contractor's DBE Plan DBE Letter of Intent Form Safety Plan Compliance Document(SPCD) Certification 2018 PROPO SAL-16 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID 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.) 2018 PROPO SAL-17 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID 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 Lighting, Signage&NAVAID 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.) 2018 PROPO SAL-18 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID Rehabilitation BUY AMERICAN CERTIFICATION The Contractor certifies that its bid/offer is in compliance with 49 USC § 50 10 1, BABA and other related Made in America Laws (Per Executive Order 14005 "Made in America Laws"means all statutes, regulations, rules, and Executive Orders relating to federal financial assistance awards or federal procurement, including those that refer to "Buy America"or"Buy American,"that require, or provide a preference for,the purchase or acquisition of goods,products, or materials produced in the United States, including iron, steel,and manufactured products offered in the United States.), U.S. statutes,guidance, and FAA policies,which provide that Federal funds may not be obligated unless all iron, 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. The bidder or offeror must complete and submit the certification of compliance with FAA's Buy American Preference, BABA and Made in America laws included herein with their bid or offer. The Airport Sponsor/Owner will reject as nonresponsive any bid or offer that does not include a completed certification of compliance with FAA's Buy American Preference and BABA. The bidder or offeror certifies that all constructions materials,defined to mean an article,material,or supply other than an item of primarily iron or steel; a manufactured product; cement and cementitious materials; aggregates such as stone, sand, or gravel; or aggregate binding agents or additives that are or consist primarily of non-ferrous metals; plastic and polymer-based products (including polyvinylchloride, composite building materials, and polymers used in fiber optic cables); glass (including optic glass); lumber; or drywall used in the project are manufactured in the U.S. CERTIFICATION OF COMPLIANCE WITH FAA BUY AMERICAN PREFERENCE— CONSTRUCTION PROJECTS 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,BABA and other related Made in America Laws, U.S. statutes,guidance, and FAA policies,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 ❑ Bidder or offeror hereby certifies that it will comply with 49 USC § 50101, BABA and other related U.S. statutes,guidance, and policies of the FAA by: a) Only installing iron, steel and manufactured products produced in the United States; b) Only installing construction materials defined as: an article,material, or supply—other than an item of primarily iron or steel; a manufactured product; cement and cementitious materials; aggregates such as stone, sand, or gravel; or aggregate binding agents or additives that are or consist primarily of non-ferrous metals;plastic and polymer-based products (including polyvinylchloride,composite building materials, and polymers used in fiber optic cables); glass (including optic glass); lumber or drywall that have been manufactured in the United States. c) Installing manufactured products for which the Federal Aviation Administration(FAA) has issued a waiver as indicated by inclusion on the current FAA Nationwide Buy American Waivers Issued listing; or 2018 PROPO SAL-19 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID Rehabilitation d) 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: a) To provide to the Airport Sponsor or the FAA evidence that documents the source and origin of the iron, steel,and/or manufactured product. b) To faithfully comply with providing U.S. domestic products. c) To refrain from seeking a waiver request after establishment of the contract,unless extenuating circumstances emerge that the FAA determines justified. d) Certify that all construction materials used in the project are manufactured in the U.S. ❑ The bidder or offeror hereby certifies it cannot comply with the 100 percent Buy American Preferences of 49 USC § 50101(a)but may qualify for 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: a) To the submit to the Airport Sponsor or FAA within 15 calendar days of being selected as the responsive bidder, a formal waiver request and required documentation that supports the type of waiver being requested. b) 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. c) To faithfully comply with providing U.S. domestic products at or above the approved U.S. domestic content percentage as approved by the FAA. d) To furnish U.S. domestic product for any waiver request that the FAA rejects. e) To refrain from seeking a waiver request after establishment of the contract,unless extenuating circumstances emerge that the FAA determines justified. Required Documentation Type 2 Waiver(Non availability) - The iron, steel,manufactured goods or construction materials or manufactured goods are not available in sufficient quantity or quality in the United States. The required documentation for the Nonavailability waiver is a) Completed Content Percentage Worksheet and Final Assembly Questionnaire b) Record of thorough market research, consideration where appropriate of qualifying alternate items,products, or materials including; c) A description of the market research activities and methods used to identify domestically manufactured items capable of satisfying the requirement,including the timing of the research and conclusions reached on the availability of sources. Type 3 Waiver—The cost of components and subcomponents produced in the United States is more than 60 percent of the cost of all components and subcomponents of the "facility/project."The required documentation for a Type 3 waiver is: a) Completed Content Percentage Worksheet and Final Assembly Questionnaire including; b) Listing of all manufactured products that are not comprised of 100 percent U.S. 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). 2018 PROPO SAL-20 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID Rehabilitation c) Cost of non-domestic components and subcomponents,excluding labor costs associated with final assembly and installation at project location. d) 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(Unreasonable Costs) -Applying this provision for iron, steel,manufactured goods or construction materials would increase the cost of the overall project by more than 25 percent. The required documentation for this waiver is: a) A completed Content Percentage Worksheet and Final Assembly Questionnaire from b) At minimum two comparable equal bids and/or offers; c) Receipt or record that demonstrates that supplier scouting called for in Executive Order 14005, indicates that no domestic source exists for the project and/or component; d) Completed waiver applications for each comparable bid and/or offer. 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.) 2018 PROPOSAL-21 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID 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 or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and 2018 PROPO SAL-22 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID Rehabilitation 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 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 Congress, an officer or employee of Congress, or an employee of a Member of Congress in 2018 PROPOSAL-23 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID Rehabilitation 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 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(__) 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. 2018 PROPOSAL-24 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID 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— 1) 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 (USTR); 2) 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 USTR; and 3) has not entered into any subcontract for any product to be used on the Federal project that is produced in a foreign country included on the list of countries that discriminate against U.S. firms published by the USTR. 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 USC § 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 USTR; or 2) whose subcontractors are owned or controlled by one or more citizens or nationals of a foreign country on such USTR list; or 3) who incorporates in the public works project any product of a foreign country on such USTR 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. The Offeror agrees that,if awarded a contract resulting from this solicitation,it will incorporate this provision for certification without modification 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 2018 PROPOSAL-25 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID Rehabilitation the list of countries that discriminate against U.S. firms as published by USTR,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(FAA)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.) 2018 PROPO SAL-26 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID Rehabilitation BIDDER'S STATEMENT OF PREVIOUS CONTRACTS SUBJECT TO EEO CLAUSE AS DESCRIBED IN SPECIAL PROVISIONS TO THE GENERAL PROVISIONS, SECTION SP 70-23, SUBSECTION A-16 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.) 2018 PROPO SAL-27 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID Rehabilitation STATEMENT OF SURETY'S INTENT TO: Town of Southold We have reviewed the bid of (Contractor) of (Address) for the Airfield Lighting, Signage& NAVAID 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.) 2018 PROPOSAL-28 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID 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 parry 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. 2018 PROPOSAL-29 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID 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.) 2018 PROPOSAL-30 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID 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. An overall DBE goal of 6.3 percent will be utilized 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 Special Provisions to the General Provisions, Section SP 70-23, subsection Al2. As a condition of bid responsiveness,the Bidder or Offeror shall submit with its Proposal 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: https://nysuo.newnycontracts.com/. 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 submit 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 (This form must be completed and submitted with the Proposal.) 2018 PROPOSAL-31 Elizabeth Field Airport Airfield Lighting,Signage&NAVAID Rehabilitation BIDDER'S LIST COLLECTION FORM (Bidder's Information) The sponsor is required by CFR Title 49,Subtitle A,Part 26,subpart A,§26.11(c)to collect bidders list information from all bidders at the time of bid submittal. The data must be collected for all firms who bid as prime contractors or subcontractors(successfully or not).All DBE firms listed in the bidder's letter of intent forms shall be included as well as any potential subcontractors for the project. 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. 3-36-0029-031-2024 Project Name: Airfield Lighting,Signage&NAVAID Rehabilitation Bid Date: Bidder's Information Firm Street Address,City,State, DBE/Non NAICS Race/Gender of Majority Annual Gross Firm Name Zip Code,Phone No. DBE Status Code(s)of Owner Age of Firm Receipts Scope(s)Bid ❑Black American ❑Less than 1 year ❑Less than$lM ❑Hispanic American ❑Asian-Pacific American ❑ 1-3 years ❑ $1-$3M ❑ Subcontinent Asian ❑4-7 years ❑ $3-$6M ❑DBE American ❑Native American ❑ 8-10 years ❑ $6-$10M ❑Non-DBE ❑Non-Minority Woman ❑More than 10 yrs. ❑More than$lOM ❑ Other Gender: ❑ Male LJ Female (This form must be completed and submitted with the Proposal.) 2018 PROPOSAL-32 Elizabeth Field Airport Airfield Lighting,Signage&NAVAID Rehabilitation Subcontractor's Information Firm Street Address,City, DBE/NonNAICS Code(s) Race/Gender of Majority Annual Gross Firm Name State,Zip Code,Phone No. DBE of Scope(s)Bid Owner Age of Firm Receipts Status ❑ Black American ❑ Less than 1 year ❑ Less than$1M ❑ Hispanic American ❑ Asian-Pacific American ❑ 1-3 years ❑ $1-$3M ❑ Subcontinent Asian ❑ 4-7 years ❑ $3-$6M ❑ DBE American ❑ Native American ❑ 8-10 years ❑ $6-$10M ❑ Non-DBE ❑ Non-Minority Woman ❑ More than 10 yrs. ❑ More than$1 OM ❑ Other Gender: ❑ Male LJ Female ❑ Black American ❑ Less than 1 year ❑ Less than$lM ❑ Hispanic American ❑ Asian-Pacific American ❑ 1-3 years ❑ $1-$3M ❑ Subcontinent Asian ❑ 4-7 years ❑ $3-$6M ❑ DBE American ❑ Native American ❑ 8-10 years ❑ $6-$10M ❑ Non-DBE ❑ Non-Minority Woman ❑ More than 10 yrs. ❑ More than$lOM ❑ Other Gender: ❑ Male ❑ Female (This form must be completed and submitted with the Proposal.) 2018 PROPOSAL-33 Elizabeth Field Airport Airfield Lighting,Signage&NAVAID Rehabilitation Subcontractor's Information Firm Street Address,City, DBE/NonNAICS Code(s) Race/Gender of Majority Annual Gross Firm Name State,Zip Code,Phone No. DBE of Scope(s)Bid Owner Age of Firm Receipts Status ❑ Black American ❑ Less than 1 year ❑ Less than$1M ❑ Hispanic American ❑ Asian-Pacific American ❑ 1-3 years ❑ $1-$3M ❑ Subcontinent Asian ❑ 4-7 years ❑ $3-$6M ❑ DBE American ❑ Native American ❑ 8-10 years ❑ $6-$10M ❑ Non-DBE ❑ Non-Minority Woman ❑ More than 10 yrs. ❑ More than$1 OM ❑ Other Gender: ❑ Male LJ Female ❑ Black American ❑ Less than 1 year ❑ Less than$lM ❑ Hispanic American ❑ Asian-Pacific American ❑ 1-3 years ❑ $1-$3M ❑ Subcontinent Asian ❑ 4-7 years ❑ $3-$6M ❑ DBE American ❑ Native American ❑ 8-10 years ❑ $6-$10M ❑ Non-DBE ❑ Non-Minority Woman ❑ More than 10 yrs. ❑ More than$lOM ❑ Other Gender: ❑ Male ❑ Female (This form must be completed and submitted with the Proposal.) If additional space is needed,copy this form and submit with your original proposal 2018 PROPOSAL-34 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID Rehabilitation CONTRACTOR'S DBE PLAN (Submit this form and attach a DBE Letter of Intent Form for each DBE subcontractor, supplier or manufacturer.) Airport Name: Elizabeth Field Airport Project Name: Airfield Lighting,Signage&NAVAID Rehabilitation FAA AIP Project No: 3-36-0029-031-2024 Total Awarded Contract Amount: $ DBE Contract Goal: 6.3% Name of Bidder's Firm: Street Address: City: State: Zip: Printed name of signer: Printed title of signer: Email Address: DBE UTILIZATION SUMMARY DBE Contract Amount DBE Value Contract% DBE Prime Contractor $ x 1.00= $ % DBE Subcontractors $ x 1.00= $ % DBE Suppliers(Dealer)* $ x 0.60= $ % DBE Suppliers(Distributer)* $ x 0.40= $ % DBE Manufacturers $ x 1.00= $ % Total Proposed DBE Participation ** $ % *DBE Suppliers must complete the USDOT Dealer/Distributor classification form. This form must be included with the submission of the DBE plan. **If the total proposed DBE participation is less than the established DBE goal, Bidder must provide adequate written documentation of good faith efforts as required by 49 CFR Part 26,Appendix A. 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 Airport. By: (Signature of Bidder's representative) (Title) (This form must be completed and submitted with the Proposal.) 2018 PROPOSAL-35 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID Rehabilitation DBE LETTER OF INTENT FORM (Submit one form for each DBE subcontractor,supplier or manufacturer.) Project Name/Location: Airfield Lighting,Signage&NAVAID Rehabilitation/Elizabeth Field Airport FAA AIP Project No: 3-36-0029-031-2024 Name of Bidder's Firm: Street Address: City: State: Zip: Name of DBE firm: Street Address: City: State: Zip: Contact Person: Email: Certifying Agency: (DBE firm shall submit evidence,such as a photocopy,of their certification status) Classification: Prime Contractor Subcontractor Joint Venture Supplier/Dealer Supplier/Distributor Manufacturer 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 Male Male Female Female Female SUMMARY OF WORK ITEMS Work Detailed Description of Work to be Performed Under Manufacturer/Regular Item(s) Work Item NAICS Dollar Amount Dealer/Distributor/ Broker* *For DBE suppliers only, state how the DBE will perform.For dealer/distributor/broker,Form 3 must be included The undersigned bidder/offeror is committed to utilizing the above-named DBE firm for the work described above. The total expected dollar value of this work is S . The bidder/offeror understands that if it is awarded the contract/agreement resulting from this procurement, it must enter a subcontract with the DBE firm identified above that is representative of the type and amount of work listed.Bidder/offeror understands that upon submitting this form with its bid/offer, it may not substitute for or terminate the DBE listed above without following the procedures of 49 CFR Part 26, §26.53. A termination includes any reduction or underrun in work listed for a DBE not caused by a material change to the prime contract by the recipient. 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) By: (Signature of Bidders 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. (This form must be completed and submitted with the Proposal.) 2018 PROPOSAL-36 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID Rehabilitation DBE Regular Dealer/Distributor Bidder Name: I U.S.department of Affirmation Form Contract Plame'Number: '' Transportation Seccions 26.53(c)(I)of Tide,19 Cade of Federal Regurxdons requires recipients w make a preliminary sound ng determination for each DBE lined as a regular dealer ar distributor to assess its eligibility for 60 or 4D percent credit,respectively,of the cost of materials and supplies based on its demonstrated capacity and intent to perform as a regular dcaler or distributor,as defined In section 26.SS(cJ(2}{iv){A},(B},(C).ar+d(3)under the contract at issue. The rogulation requires the rccipirnt's preliminary determination io be made based on the DWs written respomes as re7avant qve€ton€and ic€afllrmadon that its wbaequeni pe.iorm rice of a commercially useful function will be wnsloent with the preliminary counting of such participation.The U.S.Department of Transportdon is providing this form as a tool for redpiena,prime conmactars,regular dealers,and distributors muse to carry out their respective responsibilities under this regulation. The form may be used by each DBE supplier whose participation is submitted by a bidder fQr regular dealer or distributor credit Qn a federally-musmd cQo"ct with a DBE partitpabon goal. Tha fprm may alto be uted by prime tontrattgrt in connection with DBE regular dealer or distributor participation submicted after a contract has been awarded provided such participation is subject to the recipients prior evaluation and approval. It this form is used.R shbold be Accompanied*the balder'€commi"ent,crtntratt,or prthase order sh,�,.ring the materials the DBE regular defiler or distributor Is supplying Use of ch is tool is not ma,idaoory. ff a recipient chooses a different medhod for complying with Section 26.53(c)(1).it must Indude that medhad In Its DBE Program Ran. DISCLAIMER:This form has not yet received DMBIPffA approval and is subject to change.We are making it available for your voluntary use. DBE ldairhe: Total 5_bcone actiPurchase Order Amount Authanted DBE Represencawe(Name and Tide): NAICS Code(s)Related to the hens to be 5o€drLeased: I, Will&items sold or leased be provided from the on-hand inventory at your establishment? FYES I-I1140 (If"YES,"you have indicated that your performance will satisfy the regular dealer requirements and may be counted at 6M STOP here.Read and sign the affirmation below. If"NO"Continue.) a) Are you selling bulk items(e.g.,petroleum products,steel,concrete,concrete products,sand,gravel,asphalt,etc.)or items not typically stocked due to their unique characterisics(aka specialty Items)? ❑YES ❑NO llf"YES."Go to ouestion 2. If"Nth"Continue.) b} Will at least 51%of the items you are selling be provided from the inventory maintained at your establishment,and will the minor quantities of items delivered from and by other sources be of the general character as those provided from your inventory? ❑YES NO* (It"YES,"you have Indleated that your performance will satisfy the regular dealer requirements and may be counted at 60%.STOP here.Read and sign the affirmation below. If I.,La),and 1.b)above are"NO,""yyour erformance on the whole will not satisfy the regular dealer requirements, therefore,only the value of items to be sold or leased from inventory can be counted at 60%.(GO to Question 3,to determine If the Items delivered from and by-other sources are eligible for Distributor credit.) 2. Will you deliver all bulk or specialty items using distribution equipment you own(or under a long-term Icase)and operate2 1 YES (if"YES."you have indicated that your performance will satisfy the requirements for a regular dealer of bulk items and may he. counted at 60%.STOP here.Read and sign the affirmation below.l I If"1111410,"your performance will not satisfy the requirements for a regular dealer of bulk Items;the value of items to be sold or leased cannot be counted at 60%.(Go to Question 3.) 3.Will the written terms of your purchase order or bill of Jading from a third party transfer responsibility,includirg risk for loss or damage,to your company at the point of origin(e g_a manufacture's facility)? YE52 ❑ NO3 a) Will you be using sources other than the manufacturer (or other seller) to deliver or arrange delivery of the items sold or leased ? ❑YES7 ❑M02 2 If your responses to 3 and 3.a)are"YES,"you have indicated that your performance will satisfy the requirements of a distributor; therefore,the value of items sold or leased marl be counted at 40%. 3 If you responded "No" to either 3 or 3.a), counting of your participation is I(mited to the reasonable cost of fees a commissions charged,including transportation charges for the delivery of maroenals or supplies;the cost of materials or supplies may not be counted. I affirm that Ehe Information that I provided above is true and correct and that my campany's subsequent performance of a tommerclally useful function will be consistent with the above responses. I further affirm that my company will indeoendgiri*negotiate price,order specified quantities,and pay for the items listed In the bidder's commitment.This Includes my company's responsiblllty for the quality of such items in terms of necessary repairs,exchanges,or processing of any warranty claims for damaged or defective materials_ Printed Name and Sign ature of DBE Dwner'Authorized Rr. resentativ€; The bidder acknowledges its responsibility for verifying the information provided by the DBE named above and ensuring that the counting of the IDGE's participation is accurate. Any shortfall caused by errors in counting are the responsibility of the bidder. Printed Name and Signature of Bidder's Authorized Re sentative; (This form must be completed by all DBE Suppliers Proposed and submitted with the Proposal. If no DBE suppliers are proposed,no form is needed to be submitted with the Proposal) 2018 PROPO SAL-37 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID Rehabilitation SAFETY PLAN COMPLIANCE DOCUMENT (SPCD) CERTIFICATION Project Location: Elizabeth Field Airport Project Name: Airfield Lighting, Signage& NAVAID Rehabilitation 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 2018 PROPOSAL-38 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID Rehabilitation CONTRACT FORM THIS AGREEMENT is dated as of the day of in the year 20 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 1 -WORK Contractor shall perform,construct and complete all Work as specified and indicated in the Airfield Lighting, Signage&NAVAID Rehabilitation Contract. ARTICLE 2- CONTRACT TIMES 2.1 Contract Time. The Work shall be substantially complete within the Contract Time as stated in General Provisions Section 80-08 "Failure to Complete on Time", and accepted in accordance with General Provisions Section 50-15 "Final Acceptance". In addition, intermediate stages or sequences of the Work shall be substantially completed and accepted as in accordance with General Provisions Section 80-08. 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 in the amount of $ , 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, as determined by the Engineer in accordance with General Provisions Section 90, "Measurement and Payment". ARTICLE 4-PAYMENT PROCEDURES 2018 Contract Form-I Elizabeth Field Airport Airfield Lighting, Signage &NAVAID Rehabilitation 4.1 Partial Payments. Partial payments will be made at least once per month based on the Engineer'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 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". 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 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 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 does not consider that any 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 correlated the information known to Contractor, 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 with 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. 2018 Contract Form-2 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID 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 Contract Form. 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 other than those listed above in this Article 6. The Contract may only be modified by Supplement 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 or interests 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. 2018 Contract Form-3 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID Rehabilitation IN WITNESS WHEREOF, Owner and Contractor have signed copies of this Agreement. This Agreement will be effective on the day and year first above written. OWNER (SEAL) (Signature) Albert J. Krupski Jr. (Printed Name) Town Supervisor (Printed Title) OWNER'S REPRESENTATIVE (Signature) George B. Cook (Printed Name) District Manager (Printed Title) CONTRACTOR: (SEAL) (Company Name) (Signature) (Printed Name) (Printed Title) 2018 Contract Form-4 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID Rehabilitation (ACKNOWLEDGMENT OF OFFICER OF OWNER) STATE OF NEW YORK SS: COUNTY OF SUFFOLK On the day of in the year 20 ,before me,the undersigned,a Notary Public in and for said State,personally appeared Albert J. Krupski Jr.,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 20,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 of the corporation described in and which executed the above instrument; and that he/she/they know(s) 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 2018 Contract Form-5 Elizabeth Field Airport Airfield Lighting, Signage &NAVAID 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 2018 Contract Form-6 2019 AC 150/5370-1OH Part 1 — General Contract Provisions Section 10 Definition of Terms When 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 defined as follows: Paragraph Term Definition Number 10-01 AASHTO The American Association of State Highway and Transportation Officials. 10-02 Access Road The right-of-way,the roadway and all improvements constructed thereon connecting the airport to a public roadway. 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 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;airport buildings and facilities located in any of these areas,and a heliport. For this contract,Airport shall mean the Elizabeth Field Airport (OB 8). 10-05 Airport A grant-in-aid program, administered by the Federal Aviation Improvement Administration(FAA). Program(AIP) 10-06 Air Operations The term air operations area(AOA)shall mean any area of the airport used Area(AOA) 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. 10-07 Apron Area where aircraft are parked,unloaded or loaded,fueled and/or serviced. 10-08 ASTM Formerly known as the American Society for Testing and Materials International (ASTM). (ASTM) 10-09 Award The Owner's notice to the successful bidder of the acceptance of the submitted bid. 10-10 Bidder Any individual, partnership, firm, or corporation, acting directly or through a duly authorized representative,who submits a proposal for the work contemplated. Section 10 Definition of Terms GP 10-1 2019 AC 150/5370-1OH Paragraph Term Definition Number 10-11 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. 10-12 Calendar Day Every day shown on the calendar. 10-13 Certificate of The COA is the manufacturer's Certificate of Compliance (COC) Analysis(COA) including all applicable test results required by the specifications. 10-14 Certificate of The manufacturer's certification stating that materials or assemblies Compliance furnished fully comply with the requirements of the contract. The (COC) certificate shall be signed by the manufacturer's authorized representative. 10-15 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 work within the scope of the contract and necessary to complete the project. 10-16 Contract A written agreement between the Owner and the Contractor that establishes the obligations of the parties including but not limited to performance of work,furnishing of labor,equipment and materials and the basis of payment. The awarded contract includes but may not be limited to:Advertisement, Contract form, Proposal, Performance bond, payment bond, General provisions, certifications and representations, Technical Specifications, Plans, Supplemental Provisions, standards incorporated by reference and issued addenda. 10-17 Contract Item(Pay A specific unit of work for which a price is provided in the contract. Item) 10-18 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. 10-19 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. 10-20 Contractors Quality The Contractor's QC facilities in accordance with the Contractor Quality Control(QC) Control Program(CQCP). Facilities 10-21 Contractor Quality Details the methods and procedures that will be taken to assure that all Control Program materials and completed construction required by the contract conform to (CQCP) contract plans, technical specifications and other requirements, whether manufactured by the Contractor, or procured from subcontractors or vendors. Section 10 Definition of Terms GP 10-2 2019 AC 150/5370-1OH Paragraph Term Definition Number 10-22 Control Strip A demonstration by the Contractor that the materials, equipment, and construction processes results in a product meeting the requirements of the specification. 10-23 Construction Safety The overall plan for safety and phasing of a construction project developed and Phasing Plan by the airport operator, or developed by the airport operator's consultant (CSPP) and approved by the airport operator. It is included in the invitation for bids and becomes part of the project specifications. 10-24 Drainage System The system of pipes, ditches, and structures by which surface or subsurface waters are collected and conducted from the airport area. 10-25 Engineer The individual, partnership, firm, or corporation duly authorized by the Owner to be responsible for engineering, of the contract work and acting directly or through an authorized representative. 10-26 Equipment All machinery, together with the necessary supplies for upkeep and maintenance; and all tools and apparatus necessary for the proper construction and acceptable completion of the work. 10-27 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 Owner's Engineer or Resident Project Representative(RPR)to be necessary to complete the work within the intended scope of the contract as previously modified. 10-28 FAA The Federal Aviation Administration. When used to designate a person, FAA shall mean the Administrator or their duly authorized representative. 10-29 Federal The federal specifications and standards, commercial item descriptions, Specifications and supplements, amendments, and indices prepared and issued by the General Services Administration. 10-30 Force Account a. Contract Force Account - A method of payment that addresses extra work performed by the Contractor on a time and material basis. b.Owner Force Account-Work performed for the project by the Owner's employees. 10-31 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 and/or Resident Project Representative (RPR) is intended; and similarly,the words"approved,""acceptable,"..satisfactory,"or words of like import, shall mean approved by, or acceptable to, or satisfactory to the Engineer and/or RPR, subject in each case to the final determination of the Owner. Any reference to a specific requirement of a numbered paragraph of the contractspecifications or a cited standard shall be interpreted to include Section 10 Definition of Terms GP 10-3 2019 AC 150/5370-1OH Paragraph Term Definition Number all general requirements of the entire section, specification item, or cited standard that may be pertinent to such specific reference. 10-32 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. 10-33 Major and Minor A major contract item shall be any item that is listed in the proposal,the Contract Items 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. 10-34 Materials Any substance specified for use in the construction of the contract work. 10-35 Modification of Any deviation from standard specifications applicable to material and Standards(MOS) construction methods in accordance with FAA Order 5300.1. 10-36 Notice to Proceed A written notice to the Contractor to begin the actual contract work on a (NTP) previously agreed to date. If applicable,the Notice to Proceed shall state the date on which the contract time begins. 10-37 Owner The term"Owner" shall mean the parry 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. The Owner for this project is Town of Southold,New York. 10-38 Passenger Facility Per 14 Code of Federal Regulations(CFR)Part 158 and 49 United States Charge(PFC) Code (USC) § 40117, a PFC is a charge imposed by a public agency on passengers enplaned at a commercial service airport it controls. 10-39 Pavement Structure The combined surface course, base course(s), and subbase course(s), if any,considere4d as a single unit. 10-40 Payment bond The approved form of security furnished by the Contractor and their own 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. 10-41 Performance bond The approved form of security furnished by the Contractor and their own surety as a guaranty that the Contractor will complete the work in accordance with the terms of the contract. 10-42 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.Plans may also be referred to as'contract drawings.' 10-43 Project The agreed scope of work for accomplishing specific airport development with respect to a particular airport. Section 10 Definition of Terms GP 10-4 2019 AC 150/5370-1OH Paragraph Term Definition Number 10-44 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. 10-45 Proposal guaranty The security furnished with a proposal to guarantee that the bidder will enter into a contract if their own proposal is accepted by the Owner. 10-46 Quality Assurance Owner's responsibility to assure that construction work completed (QA) complies with specifications for payment. 10-47 Quality Control Contractor's responsibility to control material(s) and construction (QC) processes to complete construction in accordance with project specifications. 10-48 Quality Assurance An authorized representative of the Engineer and/or Resident Project (QA)Inspector Representative (RPR) assigned to make all necessary inspections, observations, tests, and/or observation of tests of the work performed or being performed, or of the materials furnished or being furnished by the Contractor. 10-49 Quality Assurance The official quality assurance testing laboratories of the Owner or such (QA)Laboratory other laboratories as may be designated by the Engineer or RPR. May also be referred to as Engineer's,Owner's,or QA Laboratory. 10-50 Resident Project The individual, partnership, firm, or corporation duly authorized by the Representative Owner to be responsible for all necessary inspections,observations,tests, (RPR) and/or observations of tests of the contract work performed or being performed, or of the materials furnished or being furnished by the Contractor,and acting directly or through an authorized representative. 10-51 Runway The area on the airport prepared for the landing and takeoff of aircraft. 10-52 Runway Safety A defined surface surrounding the runway prepared or suitable for Area(RSA) reducing the risk of damage to aircraft. See the construction safety and phasing plan(CSPP)for limits of the RSA. 10-53 Safety Plan Details how the Contractor will comply with the CSPP. Compliance Document(SPCD) 10-54 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. 10-55 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. For the work of this contract, Sponsor shall mean the Town of Southold,New York. 10-56 Structures Airport facilities such as bridges; culverts; catch basins, inlets, retaining walls, cribbing; storm and sanitary sewer lines;water lines;underdrains; Section 10 Definition of Terms GP 10-5 2019 AC 150/5370-1OH Paragraph Term Definition Number electrical ducts, manholes, handholes, lighting fixtures and bases; transformers; navigational aids; buildings; vaults; and, other manmade features of the airport that may be encountered in the work and not otherwise classified herein. 10-57 Subgrade The soil that forms the pavement foundation. 10-58 Superintendent The Contractor's executive representative who is present on the work during progress, authorized to receive and fulfill instructions from the RPR,and who shall supervise and direct the construction. 10-59 Supplemental A written agreement between the Contractor and the Owner that Agreement establishes the basis of payment and contract time adjustment,if any,for the work affected by the supplemental agreement. A supplemental agreement is required if. (1)in scope work would increase or decrease the total amount of the awarded contract by more than 25%:(2)in scope work would increase or decrease the total of any major contract item by more than 25%;(3)work that is not within the scope of the originally awarded contract;or(4)adding or deleting of a major contract item. 10-60 Surety The corporation, partnership, or individual, other than the Contractor, executing payment or performance bonds that are furnished to the Owner by the Contractor. 10-61 Taxilane A taxiway designed for low speed movement of aircraft between aircraft parking areas and terminal areas. 10-62 Taxiway 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. 10-63 Taxiway/Taxilane A defined surface alongside the taxiway prepared or suitable for reducing Safety Area(TSA) the risk of damage to an aircraft. See the construction safety and phasing plan(CSPP)for limits of the TSA. 10-64 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. 10-65 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. 10-66 Owner Defined The following terms are included in this contract: terms Contract Drawings Plans. Section 10 Definition of Terms GP 10-6 2019 AC 150/5370-1OH Paragraph Term Definition Number Subcontractor The subcontractor refers any individual,firm,or corporation to whom the contractor,with approval of the Owner,sublets any part of work. Time and Materials An item or items of work not provided for in the awarded contract as Work 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). END OF SECTION 10 Section 10 Definition of Terms GP 10-7 2019 AC 150/5370-1OH 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 submit evidence of competency and evidence of financial responsibility to perform the work to the Owner at the time of bid opening. Evidence of competency,unless otherwise specified, shall consist of statements covering the bidder's past experience on similar work, and a list of equipment and a list of key personnel that would be available for the work. Each bidder shall furnish the Owner satisfactory evidence of their financial responsibility. 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 their 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 they are prequalified with the State Highway Division and are on the current"bidder's list"of the state in which the proposed work is located. Evidence of State Highway Division prequalification may be submitted as evidence of financial responsibility in lieu of the certified statements or reports specified above. 20-03 Contents of proposal forms. The Owner's proposal forms state the location and description of the proposed construction; the place, date, and time of opening of the proposals; and the estimated quantities of the various items of work to be performed and materials to be furnished for which unit bid prices are asked. The proposal form states the time in which the work must be completed, and the amount of the proposal guaranty that must accompany the proposal.The Owner will accept only those Proposals properly executed on physical forms or electronic forms provided by the Owner.Bidder actions that may cause the Owner to deem a proposal irregular are given in paragraph 20-09 Irregular proposals. Mobilization,if included in this proposal,is specified in Item C-105. 20-04 Issuance of proposal forms. The Owner reserves the right to refuse to issue a proposal form to a prospective bidder if the bidder is 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. Section 20 Proposal Requirements and Conditions GP 20-1 2019 AC 150/5370-1OH 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 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 provided in the Section 40,paragraph 40-02,Alteration of Work and Quantities, 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 to the character,quality, and quantities of work to be performed,materials to be furnished,and 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 to the conditions to be encountered in performing the work and 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 their own 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 their proposal on the forms furnished by the Owner. All blank spaces in the proposal forms,unless explicitly stated otherwise,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 which they propose for each pay item furnished in the proposal. In case of conflict between words and numerals, the words, unless obviously incorrect, shall govern. Prices should be written in whole dollars and cents.The extended total amount of each item should not be rounded. The bidder shall correctly sign the proposal in ink. If the proposal is made by an individual,their 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 name of the state where 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 their 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 Owner's invitation for bid. It is the Owner'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 2 CFR § 200.318(h). This includes such matters as Contractor integrity, compliance with public policy,record of past performance, and financial and technical resources. Section 20 Proposal Requirements and Conditions GP 20-2 2019 AC 150/5370-1OH 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. 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 furnish 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 bid bond,certified check,or other specified acceptable collateral,in the amount specified in the proposal form.Such bond,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.No faxed or emailed proposals will be accepted.The official time shall be kept locally by the Owner. 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 by 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, firm, 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 paragraph 20-04,Issuance of Proposal Forms, of this section. 20-15 Discrepancies and Omissions.A Bidder who discovers discrepancies or omissions with the project bid documents shall immediately notify the Owner's Engineer of the matter. A bidder that has doubt as to Section 20 Proposal Requirements and Conditions GP 20-3 2019 AC 150/5370-1OH the true meaning of a project requirement may submit to the Owner's Engineer a written request for interpretation no later than 7 calendar days prior to bid opening. Any interpretation of the project bid documents by the Owner's Engineer will be by written addendum issued by the Owner. The Owner will not consider any instructions, clarifications or interpretations of the bidding documents in any manner other than written addendum. END OF SECTION 20 Section 20 Proposal Requirements and Conditions GP 20-4 2019 AC 150/5370-1OH 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 bid price written in words shall govern. 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. 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 Section 20,paragraph 20-09,Irregular Proposals. b. If the bidder is disqualified for any of the reasons specified Section 20, paragraph 20-14, Disqualification of Bidders. 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. If the Owner elects to proceed with an award of contract, the Owner will make award to the responsible bidder whose bid,conforming with all the material terms and conditions of the bid documents,is the lowest in price. 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 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. The Owner,based on their operational needs,has established the following order for evaluation of bids to determine the apparent low bidder: 1. Bid Alternate No. 1: Runway 7-25 & 12-30 PAPIs,REILs & Obstruction Lights Ia. Add On No. 1 2. Bid Alternate No. 2: Runway 7-25 & 12-30 PAPIs,REILs & Obstruction Lights, Runway 12-30 Runway Edge Lights, and Runway 12-30 Guidance Signs 2a. Add On No. 1 3. Bid Alternate No. 3: Runway 7-25 & 12-30 PAPIs,REILs & Obstruction Lights, Runway Edge Lights, and Guidance Signs 3a. Add On No. 1 Section 30 Award and Execution of Contract GP 30-1 2019 AC 150/5370-1OH 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 paragraph 30-07 Approval of Contract. 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 paragraph 30- 01, Consideration of Proposals. 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 paragraph 30-05,Requirements of Contract Bonds. 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. 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. 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 bond or bonds specified in paragraph 30-05, Requirements of Contract Bonds, of this section, within 15 calendar days from the date mailed or otherwise delivered to the successful bidder. 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 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." 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. Section 30 Award and Execution of Contract GP 30-2 2019 AC 150/5370-1OH 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 period specified in paragraph 30-06, 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 liquidated damages to the Owner. END OF SECTION 30 Section 30 Award and Execution of Contract GP 30-3 2019 AC 150/5370-1OH 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 the right to make such changes in quantities and work as may be necessary or desirable to complete,in a satisfactory manner,the original intended work. Unless otherwise specified in the Contract,the Owner's Engineer or RPR shall be and is hereby authorized to make, in writing, such in-scope alterations in the work and variation of quantities as may be necessary to complete the work, provided such action does not represent a significant change in the character of the work. For purpose of this section,a significant change in character of work means: any change that is outside the current contract scope of work; any change (increase or decrease) in the total contract cost by more than 25%;or any change in the total cost of a major contract item by more than 25%. Work alterations and quantity variances that do not meet the definition of significant change in character of work shall not invalidate the contract nor release the surety. Contractor agrees to accept payment for such work alterations and quantity variances in accordance with Section 90, paragraph 90-03, Compensation for Altered Quantities. Should the value of altered work or quantity variance meet the criteria for significant change in character of work, such altered work and quantity variance shall be covered by a supplemental agreement. Supplemental agreements shall also require consent of the Contractor's surety and separate performance and payment bonds. 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. 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 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. 40-03 Omitted items. The Owner, the Owner's Engineer or the RPR may provide written notice to the Contractor to omit from the work any contract item that does not meet the definition of major contract item. 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 Section 90,paragraph 90-04,Payment for Omitted Items. 40-04 Extra work. Should acceptable completion of the contract require the Contractor to perform an item of work not provided for in the awarded contract as previously modified by change order or supplemental agreement, Owner may issue a Change Order to cover the necessary extra work. Change orders for extra work shall contain agreed unit prices for performing the change order work in accordance with the Section 40 Scope of Work GP 40-1 2019 AC 150/5370-1OH requirements specified in the order,and shall contain any adjustment to the contract time that,in the RPR's opinion,is necessary for completion of the extra work. When determined by the RPR to be in the Owner's best interest, the RPR may order the Contractor to proceed with extra work as provided in Section 90,paragraph 90-05,Payment for Extra Work. 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 supplemental agreement as defined in Section 10, paragraph 10-59,Supplemental Agreement. If extra work is essential to maintaining the project critical path, RPR may order the Contractor to commence the extra work under a Time and Material contract method. Once sufficient detail is available to establish the level of effort necessary for the extra work, the Owner shall initiate a change order or supplemental agreement to cover the extra work. 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. The Contractor shall maintain traffic in the manner detailed in the Construction Safety and Phasing Plan(CSPP). 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 their own operations and the operations of all subcontractors as specified in Section 80,paragraph 80-04,Limitation of Operations. 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 Section 70,paragraph 70-15, Contractor's Responsibility for Utility Service and Facilities of Others. b. With respect to their 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 in accordance with the construction safety and phasing plan(CSPP) and the safety plan compliance document(SPCD). c. When the contract requires the maintenance of 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 the road, street, or highway open to all traffic and shall provide maintenance as may be required to accommodate traffic.The Contractor,at their expense,shall be responsible for the repair to equal or better than preconstruction conditions 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://mutcd.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 Resident Project Representative (RPR) shall be notified prior Section 40 Scope of Work GP 40-2 2019 AC 150/5370-1OH to disturbing such structure. The disposition of existing structures so encountered shall be immediately determined by the RPR in accordance with the provisions of the contract. Except as provided in Section 40,paragraph 40-07,Rights in and Use of Materials Found in the Work,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. 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 embankment, the Contractor may at their own option either: a. Use such material in another contract item, providing such use is approved by the RPR and is in conformance with the contract specifications applicable to such use; or, b.Remove such material from the site,upon written approval of the RPR; 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 RPR's approval in advance of such use. Should the RPR 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 their 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 RPR 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 their own 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 the property Owner. END OF SECTION 40 Section 40 Scope of Work GP 40-3 2019 AC 150/5370-1OH Section 50 Control of Work 50-01 Authority of the Resident Project Representative (RPR). The RPR has final authority regarding the interpretation of project specification requirements. The RPR shall determine acceptability of the quality of materials furnished, method of performance of work performed, and the manner and rate of performance of the work. The RPR does not have the authority to accept work that does not conform to 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 RPR 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 their opinion, result in a finished product having a level of safety, economy, durability, and workmanship acceptable to the Owner,the RPR will advise the Owner of their determination that the affected work be accepted and remain in place. The RPR 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. Changes in the contract price must be covered by contract change order or supplemental agreement as applicable. If the RPR 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 RPR's written orders. 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 RPR'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 RPR's opinion, such compliance is essential to provide an acceptable finished portion of the work. The term "reasonably close conformity" is also intended to provide the RPR with the authority, after consultation with the Sponsor and FAA, to use sound engineering judgment in their determinations to accept work that is not in strict conformity,but will provide a finished product equal to or better than that required by the requirements of the contract,plans and specifications. The RPR 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. If electronic files are provided and used on the project and there is a conflict between the electronic files and hard copy plans, the hard copy plans shall govern. 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 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 Section 50 Control of Work GP 50-1 2019 AC 150/5370-1OH 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 RPR for an interpretation and decision, and such decision shall be final. 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, Contractor shall immediately notify the Owner or the designated representative in writing requesting their written interpretation and decision. 50-04 List of Special Provisions. See Section 200 Special Provisions to the General Provisions. 50-05 Cooperation of Contractor.The Contractor shall be supplied with five hard copies or an electronic PDF of the plans and specifications.The Contractor shall have available on the construction site at all times one hardcopy each of the plans and specifications.Additional hard 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 RPR and their 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 their 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 RPR or their authorized representative. 50-06 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 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 their own contract and shall protect and hold 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 their work and shall place and dispose of the materials being used to not interfere with the operations of the other Contractors within the limits of the same project. The Contractor shall join their work with that of the others in an acceptable manner and shall perform it in proper sequence to that of the others. 50-07 Construction layout and stakes.The Engineer/RPR shall establish necessary horizontal and vertical control. The establishment of Survey Control and/or reestablishment of survey control shall be by a State Licensed Land Surveyor. Contractor is responsible for preserving integrity of horizontal and vertical controls established by Engineer/RPR. In case of negligence on the part of the Contractor or their employees, resulting in the destruction of any horizontal and vertical control, the resulting costs will be deducted as a liquidated damage against the Contractor. Prior to the start of construction, the Contractor will check all control points for horizontal and vertical accuracy and certify in writing to the RPR that the Contractor concurs with survey control established for the project.All lines,grades and measurements from control points necessary for the proper execution and control of the work on this project will be provided to the RPR. The Contractor is responsible to establish all layout required for the construction of the project. Section 50 Control of Work GP 50-2 2019 AC 150/5370-1OH Copies of survey notes will be provided to the RPR for each area of construction and for each placement of material as specified to allow the RPR to make periodic checks for conformance with plan grades, alignments and grade tolerances required by the applicable material specifications.Surveys will be provided to the RPR prior to commencing work items that cover or disturb the survey staking. 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. Laser, GPS, String line, or other automatic control shall be checked with temporary control as necessary. 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. 50-07.1 Additional Survey Requirements. A.This work shall consist of providing all necessary survey work to establish, spatially position,and verify the locations of existing and proposed features and measure quantities of items in accordance with the contract documents or as directed by the RPR.This work includes but is not limited to the establishment,reestablishment or localization of primary and secondary control,the stakeout or layout of proposed features,the initialization,calibration and navigation of automated equipment operations,the location or verification of existing or of constructed features,the verification of geospatial data for proposed construction work and the coordination and sharing of survey data with the RPR. The Contractor shall be responsible for trimming trees,brush and other objects from survey lines in advance of all survey work to permit accurate and unimpeded work by the survey crews. B. Survey Reference Points. 1. Existing horizontal and vertical control points for the Project are those designated on drawings or as determined from investigation of the existing conditions. 2. Locate and protect control points prior to starting Site Work and preserve permanent reference points during construction. a. Make no changes or relocations without prior approval of the RPR. b. Report to RPR when reference point is lost,destroyed or requires relocation because of necessary changes in grades or locations. c. Replace Project control points,which may be lost or destroyed.Airport control points shall be replaced in accordance with their requirements. d. Existing property corners,markers, stakes,iron pins, and survey monuments defining property lines which have a high probability of being disturbed during construction shall be properly tied into fixed reference points before being disturbed. If disturbed,they shall be accurately reset in their proper position upon completion of the work. C. Project Layout Requirements. 1. Establish a sufficient number of permanent bench marks on Site,as may be required, referenced to data established by survey control points.Record locations of benchmarks with horizontal and vertical data on Project Record Documents. 2. From established control points,layout all Work by establishing all lines and grades at Site necessary to control Work. Contractor shall be responsible for all measurements that may be Section 50 Control of Work GP 50-3 2019 AC 150/5370-1OH required for execution of Work to location and limit marks prescribed in appropriate Specification Sections or on Contract Drawings. 3. Furnish, at contractor expense, all such stakes, steel pins,equipment,tools and material and labor that may be required in laying out Work control points. 4. Establish lines and levels. Locate and layout by instrumentation and similar appropriate means: a. Verify property,grades,lines,levels and dimensions indicated. b. Site Improvements 1) Provide stakes for grading,fill and topsoil placement. 2) Layout utility slopes and invert elevations. 3) Layout limits of pavement demolition and proposed pavement. 4. Verify and coordinate in field all existing and proposed underground components including civil,structural,utilities and other components prior to initiation of the Work.Advise RPR and/or FAA of any conflicts or discrepancies. D. Documents. 1. Submit name,address and contact information of Surveyor to RPR. 2. On request of the RPR, submit documentation to certify accuracy of construction survey and stakeout work and compliance with Contract Documents. 3. Submit certificate signed by licensed surveyor certifying that elevations and locations of improvements are in conformance with Contract Documents. Should any work be in non- conformance with Contract Documents, Contractor shall identify all such non-conformance in the certificate. 4. Standards and Availability: Data and other measurements shall be recorded in accordance with standard and approved methods.All field notes, sketches,recordings, and computations in establishing above horizontal and vertical control points shall be available at all times during progress of Work for ready examination by RPR. 5. Maintain complete and accurate record data on underground utilities and obstructions,new and existing,encountered in execution of Work. Record data on Project Record Documents. 6. On completion of major site improvements,prepare certified survey showing dimensions, locations, angles, and elevations of construction. E. GPS Inspection Unit. Section not used. F. Computer Aided Drafting& Design (CADD) and 3D Surface files. Section not used. G. Equipment. 1. Surveying Equipment. Upon request,the Contractor shall make available to the RPR, a rod, level, and tripod. The rod shall be telescoping rod, 15 feet in length with hundredth of a foot graduations. The level shall be self-leveling and have documentation demonstrating it has been calibrated within twelve months of the project's commencement. 2. Materials. Stakes used for construction layout shall be sound hardwood stakes having minimum dimensions of 1 inch by 1 inch by 4 feet in length. 3. GPS Inspection Units.Not Required. Section 50 Control of Work GP 50-4 2019 AC 150/5370-1OH H. Verification of Existing Grades. Section not used.. J. Traditional Survey Stakeout.The Contractor shall field locate all features to be constructed from survey control points which are identified on the Plans. Any error, apparent discrepancy or absence in the data shown or required to appropriately accomplish the stakeout survey shall be referred to the RPR immediately for interpretation when such is observed or required. The Contractor shall place two offset stakes or references points along the center line at maximum intervals of 50 feet and at such intermediate locations as required to determine location and direction. From computations and measurements made by the Contractor,these stakes shall be clearly and legibly marked with the center line station number,offset and cut or fill from which the establishment of the centerline location and elevation can be determined. If markings become illegible for any reason the markings shall be restored by the Contractor. The Contractor shall locate and place all cut, fill,slope, fine grade,or other stakes and points for the proper progress of the work with a maximum station spacing of 50 feet.All control points shall be properly protected and flagged for easy identification. The Contractor shall be responsible for the accuracy of the work and shall maintain all applicable reference points, stakes,etc. Damaged or destroyed reference points or bench marks made inaccessible by the progress of the construction shall be replaced or transferred by the Contractor. All control points shall be referenced by ties(4 minimum)to specific points on acceptable objects and recorded.Any alterations or revisions in the ties shall be so noted and the information furnished to the RPR. All stakeout survey work related to control shall be referenced to the control line shown in the contract documents. Computations and survey notes necessary to establish the position of the work from control points, shall be made and maintained in a neat,legible and acceptable format by the Contractor. Computations, survey notes and other survey information shall be made available to the RPR within 3 work days from the request.The RPR may check all or any portion of the stakeout survey work or notes made by the Contractor. Such checking by the RPR shall not relieve the Contractor of any responsibilities for the accuracy or completeness of the work. K. Automated Stakeout and Automated Machine Guidance Operations. Section not used. L. GPS Inspection Unit. Section not used. M. GPS Training Provisions. Section not used. N. Aerial photographs. Section not used. No direct payment will be made,unless otherwise specified in contract documents,for this labor,materials, or other expenses.The cost shall be included in the price of the bid for the various items of the Contract. 50-08 Authority and duties of Quality Assurance(QA)inspectors. QA inspectors shall be authorized to inspect all work done and all material furnished. Such QA inspection may extend to all or any part of the work and to the preparation, fabrication,or manufacture of the materials to be used. QA inspectors are not authorized to revoke,alter,or waive any provision of the contract.QA inspectors are not authorized to issue instructions contrary to the plans and specifications or to act as foreman for the Contractor. QA Inspectors are authorized to notify the Contractor or their 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 RPR 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 RPR 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 RPR 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 Section 50 Control of Work GP 50-5 2019 AC 150/5370-1OH 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. Provide advance written notice to the RPR of work the Contractor plans to perform each week and each day. Any work done or materials used without written notice and allowing opportunity for inspection by the RPR may be ordered removed and replaced at the Contractor's expense. 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. 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 RPR as provided in paragraph 50-02, Conformity with Plans and Specifications. 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 Section 70, paragraph 70-14, Contractor's Responsibility for Work. No removal work made under provision of this paragraph shall be done without lines and grades having been established by the RPR. Work done contrary to the instructions of the RPR, work done beyond the lines shown on the plans or as established by the RPR,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 RPR made under the provisions of this subsection,the RPR will have authority to cause unacceptable work to be remedied or removed and replaced; and unauthorized work to be removed and recover the resulting costs as a liquidated damage against 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, at their own expense, shall be responsible for the repair to equal or better than preconstruction conditions of any damage caused by the Contractor's equipment and personnel. 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. Section 50 Control of Work GP 50-6 2019 AC 150/5370-1OH 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 paragraph 50-12, Maintenance during Construction, the RPR 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 RPR's notification,the Owner may suspend any work necessary for the Owner to correct such unsatisfactory maintenance condition,depending on the exigency that exists. Any maintenance cost incurred by the Owner, shall be recovered as a liquidated damage against 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 RPR to make final inspection of that unit.If the RPR finds upon inspection that the unit has been satisfactorily completed in compliance with the contract,the RPR 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 RPR 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 RPR 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 RPR will notify the Contractor and the Contractor shall correct the unsatisfactory work.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 RPR 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 RPR in writing of their 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 RPR 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 RPR 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 RPR 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 Section 50 Control of Work GP 50-7 2019 AC 150/5370-10H 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 documentation to the RPR as to the origin, composition, and manufacture of all materials to be used in the work. Documentation shall be furnished promptly after execution of the contract but,in all cases,prior to delivery of such materials. At the RPR's option,materials may be approved at the source of supply before delivery. 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. 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. 60-02 Samples, tests, and cited specifications. All materials used in the work shall be inspected,tested, and approved by the RPR before incorporation in the work unless otherwise designated.Any work in which untested materials are used without approval or written permission of the RPR 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 RPR, shall be removed at the Contractor's expense. Unless otherwise designated, quality assurance tests will be made by and at the expense of the Owner 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. 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. Unless otherwise designated, samples for quality assurance will be taken by a qualified representative of the RPR. 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 RPR. A copy of all Contractor QC test data shall be provided to the RPR 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 RPR showing all test data reports,plus an analysis of all results showing ranges,averages,and corrective action taken on all failing tests. The Contractor shall employ a Quality Control(QC)testing organization to perform all Contractor required QC tests in accordance with Item C-100 Contractor Quality Control Program(CQCP). 60-03 Certification of compliance/analysis(COC/COA).The RPR may permit the use,prior to sampling and testing,of certain materials or assemblies when accompanied by manufacturer's COC stating that such materials or assemblies fully comply with the requirements of the contract. The certificate shall be signed Section 60 Control of Materials GP 60-1 2019 AC 150/5370-10H 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. The COA is the manufacturer's COC and includes all applicable test results. Manufacturer's certificates of compliance shall not relieve the Contractor of their responsibility to provide materials in accordance with these specifications and acceptable to the RPR. Materials supplied and/or installed that do not materially comply with these specifications shall be removed, when directed by the RPR, and replaced with materials, which do comply with these specifications, at the sole cost of the Contractor. 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 RPR. When a material or assembly is specified by"brand name or equal"and the Contractor elects to furnish the specified"or equal,"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. The RPR shall be the sole judge as to whether the proposed "or equal"is suitable for use in the work. The RPR reserves the right to refuse permission for use of materials or assemblies on the basis of certificates of compliance. 60-04 Plant inspection.The RPR or their 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 RPR conduct plant inspections,the following conditions shall exist: a. The RPR shall have the cooperation and assistance of the Contractor and the producer with whom the Contractor has contracted for materials. b. The RPR 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. c. If required by the RPR,the Contractor shall arrange for adequate office or working space that may be reasonably needed for conducting plant inspections. Place office or working space in a convenient location 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 RPR 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/Resident Project Representative (RPR)field office. The Engineer/RPR field office, if required, shall be as indicated in C-105,Mobilization. Section 60 Control of Materials GP 60-2 2019 AC 150/5370-10H 60-06 Storage of materials.Materials shall be stored 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 RPR. 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 and/or CSPP,the storage of materials and the location of the Contractor's plant and parked equipment or vehicles shall be as directed by the RPR.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 RPR 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 their 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 RPR. 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 RPR 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 other 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 Section 60 Control of Materials GP 60-3 2019 AC 150/5370-1OH 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 their 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)must be shown on the plans and 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 RPR. 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 RPR,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. Section 70 Legal Regulations and Responsibility to Public GP 70-1 2019 AC 150/5370-1OH 70-05 Federal Participation.The United States Government has agreed to reimburse the Owner for some portion of the contract costs.The contract work is subject to the inspection and approval of duly authorized representatives of the FAA Administrator. No requirement of this contract shall be construed as making the United States a party to the contract nor will any such requirement interfere,in any way,with the rights of either parry to the contract. 70-06 Sanitary,health,and safety provisions. The Contractor's worksite and facilities shall comply with applicable federal, state, and local requirements for health, safety and sanitary provisions. 70-07 Public convenience and safety. The Contractor shall control their operations and those of their 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 their own operations and those of their own subcontractors and all suppliers in accordance with Section 40, paragraph 40-05, Maintenance of Traffic, and shall limit such operations for the convenience and safety of the traveling public as specified in Section 80,paragraph 80-04,Limitation of Operations. The Contractor shall remove or control debris and rubbish resulting from its work operations at frequent intervals, and upon the order of the RPR. If the RPR determines the existence of Contractor debris in the work site represents a hazard to airport operations and the Contractor is unable to respond in a prompt and reasonable manner, the RPR reserves the right to assign the task of debris removal to a third party and recover the resulting costs as a liquidated damage against the Contractor. 70-08 Construction Safety and Phasing Plan (CSPP). The Contractor shall complete the work in accordance with the approved Construction Safety and Phasing Plan(CSPP)developed in accordance with AC 150/5370-2, Operational Safety on Airports During Construction. A written CSPP is not required for this project.However,the Contractor shall review and implement all requirements as shown on the General and Construction Safety and Safety Plan in the Contract Drawings. 70-09 Use of explosives.The use of explosives is not permitted on this project. 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/RPR 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 their 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 hold harmless the Engineer/RPR and the Owner and their respective representatives,officers,agents,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 Section 70 Legal Regulations and Responsibility to Public GP 70-2 2019 AC 150/5370-1OH 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 their own contract considered necessary by the Owner for such purpose may be retained for the use of the Owner or, in case no money is due,their own 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 Third 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. If it is 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 must be specified below and indicated on the approved Construction Safety and Phasing Plan (CSPP)and the project plans.When so specified,the Contractor shall complete such portions of the work on or before the date specified or as otherwise specified. Opening sections of work to traffic shall be as described on the General and Construction Safety and Phasing Plan in the Contract Drawings. Upon completion of any portion of work listed above, such portion shall be accepted by the Owner in accordance with Section 50,paragraph 50-14,Partial Acceptance. No portion of the work may be opened by the Contractor until directed by the Owner in writing. Should it become necessary to open a portion of the work to traffic on a temporary or intermittent basis,such openings shall be made when, in the opinion of the RPR, 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 their expense. The Contractor shall make their 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. The Contractor must conform to safety standards contained AC 150/5370-2 and the CSPP. Contractor shall refer to the plans and specifications to identify barricade and other maintenance and protection of traffic requirements, signage and other safety requirements prior to opening up sections of work to traffic. 70-14 Contractor's responsibility for work. Until the RPR's final written acceptance of the entire completed work, excepting only those portions of the work accepted in accordance with Section 50, paragraph 50-14,Partial Acceptance,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 Section 70 Legal Regulations and Responsibility to Public GP 70-3 2019 AC 150/5370-1OH 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. 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 their own 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 paragraph 70-04,Restoration of Surfaces Disturbed by Others,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/or in the contract documents. 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 their plan of operations. Such notification shall be in writing addressed to "The Person to Contact" as provided in this paragraph and paragraph 70-04, Restoration of Surfaces Disturbed By Others.A copy of each notification shall be given to the RPR. hi 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 RPR. 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. Section 70 Legal Regulations and Responsibility to Public GP 70-4 2019 AC 150/5370-1OH 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 RPR 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 RPR 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 their own 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, RPR, their 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 their surety, or both, such overpayment as may be sustained, or by failure on the part of the Contractor to fulfill their 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, asphalts, chemicals, or other harmful materials and to prevent pollution of the atmosphere from particulate and gaseous matter. 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. 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. Section 70 Legal Regulations and Responsibility to Public GP 70-5 2019 AC 150/5370-1OH 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 Section 70 Legal Regulations and Responsibility to Public GP 70-6 2019 AC 150/5370-1OH 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 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. 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 their 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 RPR. The RPR 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 Section 40,paragraph 40-04,Extra Work, and Section 90, paragraph 90-05, Payment for Extra Work. If appropriate, the contract change order or supplemental agreement shall include an extension of contract time in accordance with Section 80, paragraph 80-07,Determination and Extension of Contract Time. 70-21 Insurance Requirements. 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. Property 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: Section 70 Legal Regulations and Responsibility to Public GP 70-7 2019 AC 150/5370-1OH 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 (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 Elizabeth Field Airport,P.O.Box 1179,Southold,New York 11971 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; C&S Engineers,Inc.,the Federal Aviation Administration; and the New York State Department of Transportation. 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, the RPR, 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. END OF SECTION 70 Section 70 Legal Regulations and Responsibility to Public GP 70-8 ATTAC H M E NT "A" TO SECTION 70-08 CONSTRUCTION SAFETY AND PHASING PLAN (CSPP) FOR THE CONSTRUCTION OF AIRFIELD LIGHTING, SIGNAGE & NAVAID REHABILITATION Bid Alternative No. 1: PAPls, REILs & Obstruction Lights for both Runways Bid Alternative No. 2: PAPls, REILs & Obstruction Lights for both Runways + Runway 12-30 Runway Edge Lights & Guidance Signs Bid Alternative No. 3: PAPIs REILs & Obstruction Lights for both Runways + Runway Edge Lights & Guidance Signs for both runways Add On No. 1: Primary Wind Cone AT Elizabeth Field Airport (0138) Fishers Island Town of Southold, NY FAA AIP NO.: 3-36-0029-031-2024 (D) STATE DOT NO.: 0913._ (D) FEBRUARY 13, 2025 TABLE OF CONTENTS 1.0 PURPOSE 2.0 SCOPE OF PROJECT AND CSPP 3.0 PLAN REQUIREMENTS 3.1 Coordination a. Pre-construction Meeting b. Contractor Progress Meetings c. Scope or Schedule Changes d. FAA ATO Coordination e. Pre-paving Meeting f. Payment 3.2 Phasing a. Phase Elements (Work Areas) b. Construction Safety Drawings 3.3 Areas and Operations Affected by the Construction Activity a. Identification of Affected Areas b. Mitigation of Effects 3.4 Navigational Aid (NAVAID) Protection 3.5 Contractor Access a. Location of Stockpiled Construction Materials b. Vehicle and Pedestrian Operations 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 f. Accidents 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. Markings c. Lighting and Visual NAVAIDS d. Signs e. Testing of Airport Lighting Circuits 3.15 Marking and Signs for Access Routes 3.16 Hazard Marking, Lighting and Signing a. Purpose b. Equipment 3.17 Work Zone Lighting for Nighttime Construction 3.18 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 3.19 Other Limitations on Construction a. Prohibitions b. Restrictions APPENDICES: APPENDIX 1 —General Plan and Construction Safety and Phasing Plans 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. This project involves the replacement of critical airfield lighting systems to improve operational safety and compliance with FAA standards. It includes the replacement of Precision Approach Path Indicators (PAPIs) and Runway End Identifier Lights (REILs) for both Runway 12-30 and Runway 7-25. Additionally,the scope includes the replacement of Runway Edge Lights, and signage for these same runways. The project also involves the replacement of Obstruction Lights for both runways and the Primary Wind Cone (Add On No. 1). The scope of this project includes the following: • Replace Precision Approach Path Indicators (PAPIs) for both Runway 12-30 and Runway 7-25. Section 70-08,Attachment A Construction Safety Phasing Plan -1- • Replace Runway End Identifier Lights (REILs) for both Runway 12-30 and Runway 7-25. • Replace the Airfield Guidance Signs and Runway Edge Lights, including cable and select areas of conduit, for both Runways 12-30 and 7-25. • Replace Obstruction Lights including stem units, and cable for both Runway 12-30 and Runway 7- 25. • Replace Primary Wind Cone (Add On No. 1). 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: a. Identify Affected Areas b. Describe Current Operations c. Allow for Temporary Changes to Operations d. Take Required Measures to Revise Operations e. Manage Safety Risk 3.0 PLAN REQUIREMENTS. 3.1 COORDINATION. The following items shall be coordinated as required: a. Preconstruction 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 RPR. At the preconstruction meeting, the Contractor shall submit a plan of operation and schedule of work to the RPR 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 will 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, RPR and any other interested parties at a time and place to be designated by the RPR. These meetings shall Section 70-08,Attachment A Construction Safety Phasing Plan -2- 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 RPR. Operational safety shall be a standing agenda item during progress meetings throughout the construction project. 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 Airport Owner for review and approval. FAA review and approval can be expected to take sixty business days. d. FAA ATO Coordination. Early coordination with Federal Aviation Administration (FAA) Air Traffic Organization (ATO) required for scheduling Technical Operations shutdowns prior to construction. Coordination is critical to restarts of NAVAID services and to the establishment of any special procedures for the movement of aircraft.All relocation or adjustments to NAVAIDs, or changes to final grades in critical areas, should be coordinated with FAA ATO and may require an FAA flight inspection prior to restarting the facility. Flight inspections must be coordinated and scheduled well in advance of the intended facility restart. Flight inspections shall be as required by technical specifications or special provisions. Precision Approach Path Indicators (PAPIs) and Runway End Identification Lights (REILs) are owned, operated, and maintained by the Town of Southold — Elizabeth Field Airport. Airport Operations and/or the RPR will be the primary point of contact with the FAA Technical Operations staff as required. The Contractor shall coordinate thru the RPR. If construction operations require FAA equipment to be removed from service for more than 24 hours or in excess of 4 hours daily on consecutive days, FAA Technical Operations maintenance personnel must schedule these interruptions through a strategic shutdown committee a minimum of 45 days prior to the start of the project. The RPR will notify the FAA's Air Traffic Organization (ATO) Planning and Requirements (P&R) Service Area office a minimum of 45 days prior to the physical construction start date. The RPR will submit FAA Form entitled "Airport Sponsor Strategic Event Submission Form" via email to 9-AJV-SEC-ESA@faa.gov. The Contractor shall plan accordantly to ensure adequate advance notice (in addition to 45 days) is provided to the RPR to ensure proper coordination can be completed prior to project start. If construction operations require FAA equipment to be removed from service for less than 24 hours, FAA Technical Operations maintenance personnel must schedule these interruptions a minimum of 12 hours prior to the start of the project. The Contractor shall plan accordantly to ensure adequate advance notice (in addition to 12 hours) is provided to the FAA technical Operations contact to ensure proper coordination can be completed prior to project start. 3.2 PHASING. a. Phase Elements (Work Areas) Section 70-08,Attachment A Construction Safety Phasing Plan -3- The sequence of construction and phasing, for this project,was developed in order to maintain the maximum efficiency of aircraft operations while maintaining safety and allowing for the required construction activities for this project.The project phasing and detailed work areas are depicted on the drawings included in Appendix 1. 1. Overall Project Phasing Elements (a) Areas Closed to Aircraft Operations: The drawings included in Appendix 1 indicate which runways, taxiways and taxilanes are closed for each work area to aircraft operations. (b) Durations of Closures: The drawings included in Appendix 1 indicate the duration of closures allowed for each work area. The overall construction duration (not including mobilization and final closeout) for the project is 21 calendar days. (c) Taxi Routes: The drawings included in Appendix 1 indicate all active taxiways and taxi routes to runways and aprons to be used by aircraft for each work area. (d) ARFF Access Routes: The Contractor shall be required to maintain emergency ARFF access into, out of, and around the construction site for the duration of the contract. The Contractor shall prominently light and mark open trenches and excavations at all times. Prior to beginning of construction in each work area and/or on a timely manner, the Contractor shall request the ARFF personnel to tour the site so ARFF personnel are aware of the access routes into, out of, and around the work areas and the on-going construction activities of the project. (e) Construction Staging Areas: The drawings included in Appendix 1 indicate the approximate location of the Contractor's Staging and Storage Area.The actual size and exact location of the staging area shall be established prior to construction activities during mobilization and shall be approved by the Airport Owner. (f) Construction Access and Haul Routes:The drawings included in Appendix 1 indicate the proposed locations of the Contractor's Construction Access and Haul Routes for this project. Any changes to access and haul routes require approval by the Airport Owner. (g) Impacts to NAVAIDs: All impacts to the NAVAIDs are identified on the drawings included in Appendix 1. All relocation, demolition, temporary services and new construction activities related to the NAVAIDs are described in the Contract Documents. (h) Lighting and Marking Changes: All changes associated to the lighting and markings due to construction activities of this project are depicted on the contract drawings. These changes incorporate the design criteria as mandated by the FAA. (i) Available Runway Length: The available runway length for the runways will not be altered for this project. 0) Declared Distances: The takeoff run available (TORA), takeoff distance available (TODA),accelerate-stop distance available(ASDA),and landing distance available (LDA) for the runways will not be altered for this project. Section 70-08,Attachment A Construction Safety Phasing Plan -4- (k) Required Hazard Marking and Lighting: This project utilizes the following to delineate work areas, hazards, and closed portions of the AOA on the airfield: (1) Low profile lighted barricades to delineate work areas to delineate access routes, closed AOA areas, and hazardous areas; (2) Closure Runway and Taxiway Markers; (1) Work Hours: The drawings included in Appendix 1 indicate the work hours for each work area. (m)Concurrent Work Areas: Work areas that can be completed concurrently are identified on the drawings included in Appendix 1. 2. Construction Safety Requirements The Contractor shall obtain approval from the RPR 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 ensure 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 and Phasing Plans (Appendix 1). No equipment will be allowed to park within the approach area of an active runway at anytime. During the work under this Contract, the Airport 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 RPR, so as to afford time to coordinate construction with the Airport 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 Airport Owner or RPR. The RPR 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: • Install barricades,temporaryjumpers if necessary, closed runway markings, closed taxiway markers, cover airfield signage, disconnect lighting circuits, and other measures as indicated on the Construction Safety and Phasing Plans (Appendix 1). Section 70-08,Attachment A Construction Safety Phasing Plan -5- • Coordinate issuing Notices to Airmen (NOTAM) with the Airport Owner and RPR 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, temporary jumpers, closed runway markings, airfield signage coverings, reconnect lighting circuits, and install pavement markings as indicated on the Construction Safety Drawings. • Clean all paved surfaces in accordance with Item C-106, Safety, Security and Maintenance of Traffic. • Coordinate cancellation of the NOTAMs with the Airport Owner and RPR. b. Construction Safety and Phasing Plans. Drawings specifically indicating operational safety procedures and methods in affected areas have been developed for each construction phase. Such drawings are included in Appendix 1 and are included in the contract drawing package. 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 and the Aircraft Control Tower. In an emergency situation,the Airport 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 RPR, 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 impacts to Airport Operations Areas are identified in the drawings included in Appendix 1. In addition, required NOTAMs shall be issued on the various temporary changes to aircraft through the affected areas. The following is a summary of impacts to the Airport Operations Areas resulting from the proposed construction safety and work phasing requirements: The intent is to start work along Runway 12-30, extending up to the Runway Safety Area (RSA) of Runway 7-25 on both sides of the runway. During the construction activities in Area A, Runway 12-30 will be temporarily closed while Runway 7-25 remains operational. The scope of work for Area A includes the replacement of Runway 12-30 Precision Approach Path Indicators (PAPIs), Runway End Identifier Lights (REILs) for both ends of Runway 12-30, Runway 12-30 Edge Lights up to the RSA boundary of runway 7-25,the Obstruction Lights for Runway 12-30, and replacement of airfield guidance signs. The work is expected to be completed in (7) seven calendar days. Section 70-08,Attachment A Construction Safety Phasing Plan -6- Area B includes work along Runway 7-25, extending up to the Runway Safety Area (RSA) of Runway 12-30 on the southwest side of the Runway and Runway 25 end. During the construction activities in Area B, Runway 7-25 will be temporarily closed while Runway 12-30 remains operational. The scope of work for Area B includes the replacement of Precision Approach Path Indicators (PAPIs) for Runway 7, Runway End Identifier Lights (REILs) at both ends of Runway 7-25, Runway 7-25 Edge Lights up to the RSA on the southwest side of Runway 12-30,and the Obstruction Lights for runway 7-25 and replacement airfield guidance signs.The work is expected to be completed in (7) seven calendar days. Work in Area C will consist of completing the necessary upgrades within the Runway Safety Area (RSA) limits for runway 12-30, Runway Edge Lights of Runway 7-25 on the southeast side, replacement of Precision Approach Path Indicators (PAPIs) of Runway 25 end,and replacement of airfield guidance signs. This phase will require the temporary closure of both runways. The work is expected to be completed in (7) seven calendar days. Throughout project the general aviation apron, shall be provided access to an active taxiway and runway. Work area A: (Duration: 7 days) Work Area A is divided into two separate work areas,Al and A2.Al and A2 are to be completed in sequential order. Runway 12-30 lighting to be shut-off during completion of work Areas A. Work Area B: (Duration: 7 days) Work Area B is divided into two separate work areas, 131 and B2. 131 and B2 are to be completed in sequential order. Runway 7-25 lighting to be shut off during completion of work Areas B and C. Work Area C: (Duration: 7 calendar days) Work within the intersection of Runway 7-25 and Runway 12-30 and Runway Edge Lights for runway 7-25 on the southeast side of the runway. A graphical depiction of the work areas is included on drawing GC100 of the contract drawings. Section 70-08,Attachment A Construction Safety Phasing Plan -7- a. 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 Airport Owner's Representative and the Airport Operations Manager. Any required NOTAM's to be issued will be sent through the Airport Owner's Representative and issued by Airport Operations. 1. 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 drawings provided in Appendix 1. In addition, required NOTAM's shall be issued on the various temporary changes to aircraft access through the affected areas. 2. Detours for ARFF and other airport vehicles: The project work site shall remain open to all ARFF vehicles in emergency situations. The Contractor is required to maintain access in and around the project work area for all ARFF vehicles. Proper routing of this traffic will be effectively communicated to all supervisory personnel involved in the construction project. 3. 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 Airport 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 Airport 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. 4. Temporary Changes to air traffic control procedures: Changes to air traffic control procedures have been coordinated with airport ATO. Any additional requests for changes must be made to the Airport Owner,through the RPR, in writing. These requested changes will be reviewed by the RPR,Airport Owner and ATO. If these changes are acceptable to all the aforementioned parties, the RPR will request a modification to the CSPP previously turned into the FAA. The Contractor shall plan on a minimum 90 days for this process to be completed. No deviation to the original CSPP shall be made without final FAA approval. 3.4 NAVIGATION AID (NAVAID) PROTECTION. Before commencing construction activity, parking vehicles, or storing construction equipment and materials near a NAVAID, coordinate with the appropriate FAA ATO/Technical Operations office to evaluate the effect of construction activity and the required distance and direction from the Section 70-08,Attachment A Construction Safety Phasing Plan -8- NAVAID. Construction activities, materials/equipment storage, and vehicle parking near electronic NAVAIDs require special consideration since they may interfere with signals essential to air navigation. Construction activities, materials/equipment storage, and vehicle parking near electronic NAVAIDs will be only allowed when Runway operations are closed and construction operations may not interfere with signals essential to air navigation. Construction activities and materials/equipment storage near a NAVAID must not obstruct access to the equipment and instruments for maintenance. 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 and Phasing Plans (Appendix 1) unless otherwise approved by the RPR. 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 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 offsite by the Contractor 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 projects 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: Section 70-08,Attachment A Construction Safety Phasing Plan -9- 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 Airport Owner's Representative. 1. Construction Site Parking: The Contractor's personal vehicle parking area shall be in the Contractor's staging area, as shown on the Construction Safety and Phasing Plans (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 Airport Owner. Upon completion of work, the Contractor's staging area shall be removed and the area cleaned and restored to original or better condition. 2. Construction Equipment Parking: The Contractor's equipment storage area shall be in the Contractor staging area as shown on the Construction Safety and Phasing Plans (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. 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 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. 3. 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 RPR and the Airport Owner or as shown on the Construction Safety and Phasing Plans (Appendix 1). Section 70-08,Attachment A Construction Safety Phasing Plan -10- 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. Haul and access routes shall be clearly delineated with temporary marking and signage bythe Contractor. Signage and marking placement shall be reviewed and approved by the RPR and Airport Owner prior to being put into 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 Airport Owner. The Contractor shall coordinate haul routes, closures and schedules with other projects which may be underway during the same time period as this contract. The Contractor shall control and coordinate the material (supplies) that are hauled to and from work area. Delivery of equipment and materials to the area of work shall be byway of the access route shown on the Construction Safety and Phasing Plans (Appendix 1) or designated by the Airport Owner or RPR. 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 RPR. 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 RPR. 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. 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. 4. Marking and Lighting of Vehicles: When any vehicle or piece of equipment, other than one that has prior approval from the Airport 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 Airport Section 70-08,Attachment A Construction Safety Phasing Plan -11- 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. If required by the Owner, each vehicle shall be assigned initials or numbers that are prominently displayed on each side of the vehicle. The identification symbols shall be at least 12-inch high, block-type characters of a contrasting color,and easy to read. They may be applied either by using tape or a water-soluble paint to facilitate removal. Magnetic signs are also acceptable. 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 1' 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 Airport Owner's Representative. S. 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 Airport 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. 6. Required Escorts: At no time shall active taxiways or taxilanes be crossed by construction equipment without notification and proper approval/clearance from Airport Operations or RPR. 7. Training Requirements for Vehicle Drivers: No training requirements for Vehicle Drivers for this project. 8. Situational Awareness: Aircraft traffic will continue to use existing runways, aprons, and taxiways of the Airport during the time that work under a contract is being performed. The Contractor shall, at all Section 70-08,Attachment A Construction Safety Phasing Plan -12- time, conduct the work as to create no hindrance, hazard, or obstacle to aircraft using the Airport. 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. 9. Two-way Radio Communication Procedures: Two-way radio communications are not required between Contractors and Airport Aeronautical Advisory Stations (UNICOM/CTAF). Vehicular traffic shall not be allowed in or on an active movement area. Construction personnel may operate in movement areas provided a NOTAM is issued closing the area,and provided that the area is properly marked to prevent incursions. 10. Maintenance of the Secured Area of the Airport. The Contractor shall be required to maintain security and comply with airport regulations throughout the duration of the project. 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. The Contractor is also responsible for mowing and maintaining the grass areas within the project work areas, while those areas are under the Contractor's control. Mowing shall be performed when the grass height reaches the maximum allowable height per the Owner's requirements. 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. Section 70-08,Attachment A Construction Safety Phasing Plan -13- Contractor shall take immediate remedial action to remove wildlife attractants should any occurrence be noted. Contractor shall immediately report to the RPR and Airport Owner should any wildlife congregation be noted. 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 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 chainlink 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 Airport 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 Airport Owner and the RPR, the New York State Department of Environmental Conservation,the Environmental Protection Agency,the Airport Owner and the RPR. Section 70-08,Attachment A Construction Safety Phasing Plan -14- 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 RPR, 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 RPR. 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,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 project 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. 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. Section 70-08,Attachment A Construction Safety Phasing Plan -15- 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. 1. 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 prepared by the Engineer and submitted to the FAA for using equipment with a maximum height of 25 feet. A new 7460-1 form must be submitted to the FAA for review and comment for any equipment that the Contractor will use which is taller than the equipment used in the above 7460-1 submission. The Airport Owner 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 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. 2. Part 157. It is not anticipated that Part 157 notifications will be required for this project. 3. NAVAIDS. For emergency(short-notice) notification about impacts to both airport owned and FAA owned NAVAIDS, contact: 866-432-2622. (a) Airport owned/FAA Maintained. If construction operations require a shutdown of more than 24 hours, or more than 4 hours daily on consecutive days, of a NAVAID owned by the airport but maintained by the FAA, provide a 45-day minimum notice to FAA ATO/Technical Operations prior to facility shutdown. (b) FAA owned. The Airport Owner must notify the appropriate FAA ATO Service Area Planning and Requirements (P&R) Group a minimum of45 days prior to implementing an event that causes impacts to NAVAIDS. (Impacts to FAA equipment covered by a Reimbursable Agreement (RA) do not have to be reported by the Airport Owner). Coordinate work for an FAA owned NAVAID shutdown with the local FAA ATO/Technical Operations office, through the RPR, including any necessary reimbursable agreements and flight checks. Detail procedures that address unanticipated utility outages and cable cuts that could impact FAA NAVAIDS. In addition, provide seven days' notice to schedule the actual shutdown. f. 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 RPR 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 Section 70-08,Attachment A Construction Safety Phasing Plan -16- shall be reported immediately by telephone or messenger to both the RPR and the Airport 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 RPR giving full details of the claims. 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. In addition to Contractor's required inspections, airport operations will inspect the construction site to ensure compliance with the CSPP and the SPCD. The Airport 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 Airport 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. Priorto 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 Airport Owner and the RPR 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 RPR 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 RPR will work with the Airport Owner Section 70-08,Attachment A Construction Safety Phasing Plan -17- to determine the appropriate action to resolve the conflict. If such relocation is impossible,the RPR 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 most utility location services do not include locating FAA and Airport Owner facilities, and most will not locate services within the AOA. 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. Section 70-08,Attachment A Construction Safety Phasing Plan -18- 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. Closed runway markings shall be as shown on the Plans. Barricades, flagging, and flashers are required at the locations and times described in the subsection titled WORK AREA, STORAGE AREA AND SEQUENCE OF OPERATIONS of this Section and shall be supplied bythe Contractor. 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. 1. Closed Runways and Taxiways. (a) Temporarily Closed Runways. For temporarily closed runways, a lighted X will be placed at each end of the runway directly on or as near as practicable to the runway designation numbers. For a multiple runway environment, if the lighted X on a designated number will be located in the RSA of an adjacent active runway,the lighted X will be located farther down the closed runway to clear the RSA of the active runway. In addition,the closed runway numbers located in the RSA of an active runway will be marked with a flat yellow X. (b) Temporarily Closed Taxiways. Barricades will be placed outside the safety area of intersecting taxiways. For runway/taxiway intersections, an X will be placed at the entrance to the closed taxiway from the runway.Taxiway centerline markings,including runway leadoff lines and taxiway to taxiway turns, leading to the closed section,will be obliterated if the taxiway will be closed for an extended period. Runway lead-off lines for high speed exits will always be obliterated,regardless of the duration of the closure. (c) Temporarily Closed Airport.When the airport is temporarily closed, mark all runways as closed. c. Lighting and visual NAVAIDs. 1. Temporarily Closed Runways and New Runways Not Yet Open to Air Traffic.A lighted X shall be used, both at night and during the day, placed at each end of the runway on or near the runway designation numbers facing the approach. (Note: the lighted X must be illuminated at all times that it is on a runway.) For runways that have been temporarily closed, but for an extended period,and for those with pilot controlled lighting,the lighting circuits shall be disconnected or switches secured to prevent inadvertent activation. Stop bars shall be activated, if available. Section 70-08,Attachment A Construction Safety Phasing Plan -19- 2. Temporarily Closed Taxiways. If possible,the taxiway lighting circuits will be deactivated. When deactivation is not possible (for example other taxiways on the same circuit are to remain open), the closed portion shall be temporarily disconnected, and a temporary jumper will be installed to keep the remaining circuit active. An alternative is to cover the light fixtures in the closed area in a way as to prevent light leakage. 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. 1. Existing Signs. Runway exit signs are to be covered for closed runway exits. Outbound destination signs are to be covered for closed runways. Any time a sign does not serve its normal function or would provide conflicting information, it must be covered or removed to prevent misdirecting pilots. Note that information signs identifying a crossing taxiway continue to perform their normal function even if the crossing taxiway is closed. For long term construction projects, consider relocating signs,especially runway distance remaining signs. e. Testing of Airport Lighting Circuits. See technical specification Item L-108, Underground Power Cable for Airports for testing requirements. 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, LIGHTING AND SIGNING. a. Purpose. Hazard marking, lighting, and signing prevent pilots from entering areas closed to aircraft and prevent construction personnel from entering areas open to aircraft. The CSPP specifies prominent, 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. 1. Barricades. Low profile barricades, including traffic cones, (weighted or sturdily attached to the surface)are acceptable methods used to identify and define the limits of construction and hazardous areas on airports. Careful consideration must be given to selecting equipment that poses the least danger to aircraft but is sturdy enough to remain in place when subjected to typical winds, prop wash and jet blast. The spacing of barricades must be such that a breach is physically prevented barring a deliberate act. Gaps between Section 70-08,Attachment A Construction Safety Phasing Plan -20- barricades must be smaller than the width of the excluded vehicles, generally 4 feet (1.2 meters). Provision must be made for ARFF access if necessary. Barricades intended to exclude pedestrians must be continuously linked. 2. Lights. Lights must be red,either steady burning or flashing,and must meet the luminance requirements of the State Highway Department. Batteries powering lights will last longer if lights flash. Lights must be mounted on barricades and spaced at no more than 10 feet (3 meters). Lights must be operated between sunset and sunrise and during periods of low visibility whenever the airport is open for operations. They may be operated by photocell, but this may require that the contractor turn them on manually during periods of low visibility during daytime hours. 3. Supplement Barricades with Signs(for example)As Necessary. Examples are"No Entry" and "No Vehicles." 3.17 WORK ZONE LIGHTING FOR NIGHTTIME CONSTRUCTION. Nightime construction is not allowed on this project. 3.18 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. Aircraft RSA Distance from RSA Length Runway Design Centerline RSA Width from End of Group RSA Holdline Runway 7 A/B-1 60 ft. 60 ft. 120 ft. 240 ft. (small) 25 A/B-1 60 ft. 60 ft. 120 ft. 240 ft. (small) 12 A/B-1 60 ft. 60 ft. 120 ft. 240 ft. (small) 30 A/B-1 60 ft. 60 ft. 120 ft. 240 ft. (small) 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. Section 70-08,Attachment A Construction Safety Phasing Plan -21- 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. Runway Aircraft ROFA Distance from ROFA Width ROFA Length from Design Group Centerline End of Runway 7 A/B-1 (small) 125 ft. 250 ft. 240 ft. 25 A/B-1 (small) 125 ft. 250 ft. 240 ft. 12 A/B-1 (small) 125 ft. 250 ft. 240 ft. 30 A/B-1 (small) 1 125 ft. 250 ft. 240 ft. c. Taxiway Safety Area (TSA). The taxiway safety area is a defined surface alongside the taxiway prepared or suitable for reducing the risk of damage to an airplane unintentionally departing the taxiway. No construction may occur within the TSA while the taxiway is open for aircraft operations. Taxiway Aircraft TSA Distance from TSA Width Design Group Centerline All 1 24.5 ft. 49 ft. Open trenches or excavations are not permitted within the TSA while the taxiway is open. The Contractor must backfill trenches before the taxiway is opened. Coverings are not allowed in taxiway safety areas. Section 70-08,Attachment A Construction Safety Phasing Plan -22- The Airport Owner must coordinate any adjustment of TSA 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. After the Taxiway 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 TSA standards,that is,the TSA 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. d. Taxiway Object Free Area (TOFA). Unlike the Runway Object Free Area, aircraft wings regularly penetrate the taxiway/taxi lane object free area during normal operations. Thus the restrictions are more stringent. No construction equipment may be parked within the TOFA while the taxiway/taxi lane is open for aircraft operations. Construction activity may be accomplished without adjusting the width of the taxiway object free area, subject to the following restrictions: 1. Taxiing speed is limited to 10 mph. 2. Appropriate NOTAMs are issued. 3. Marking and lighting meeting the provisions above are implemented. 4. Five-foot clearance is maintained between equipment and materials and any part of an aircraft (includes wingtip overhang). If such clearance can only be maintained if an aircraft does not have full use of the entire taxiway width (with its main landing gear at the edge of the pavement), then it will be necessary to move personnel and equipment for the passage of that aircraft. 5. Flaggers furnished by the contractor must be used to direct and control construction equipment and personnel to a pre-established setback distance for safe passage of aircraft, and airline and/or airport personnel. Taxiway Aircraft TOFA Distance from TOFA Width Design Group Centerline All I 44.5 ft. 89 ft. Taxilane Aircraft TLOFA Distance from TLOFA Width Design Group Centerline All ADG-1 39.5ft 79ft Section 70-08,Attachment A Construction Safety Phasing Plan -23- 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. f. Runway approach/departure surfaces. All personnel, materials, and/or equipment must remain clear of the applicable threshold siting surfaces. Objects that do not penetrate these surfaces may still be obstructions to air navigation and may affect standard instrument approach procedures. Coordinate with the FAA through the appropriate FAA Airports Regional or District Office. Construction activity in a runway approach/departure area may result in the need to partially close a runway or displace the existing runway threshold. Partial runway closure, displacement of the runway threshold, as well as closure of the complete runway and other portions of the movement area also require coordination through the Airport Owner with the appropriate FAA air traffic manager (FSS if non-towered) and ATO/Technical Operations (for affected NAVAIDS) and airport users. Aircraft Airplane Minimum Safety Minimum Unobstructed Runway Approach Design Area Behind Approach Slope End Category Group Threshold 7 A/B I 200 feet 20:1 to 200 feet behind threshold 25 A/B I 200 feet 20:1 to 200 feet behind threshold 12 A/B I 200 feet 20:1 to 200 feet behind threshold 30 A/B I 200 feet 20:1 to 200 feet behind threshold 3.19 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. b. Restrictions. 1. Construction suspension required during specific airport operations: Not Applicable Section 70-08,Attachment A Construction Safety Phasing Plan -24- 2. Areas that cannot be worked on simultaneously: Not Applicable 3. Day or night construction restrictions: Not Applicable 4. Seasonal Construction Restrictions: Not Applicable S. Temporary signs not approved by the airport operator 6. Grade changes that could result in unplanned effects on NAVAIDs. Section 70-08,Attachment A Construction Safety Phasing Plan -25- APPENDIX 1 LOCATION MAP (Sheet G1001of the Contract Drawings) GENERAL PLAN & CONSTRUCTION WORK PHASING PLAN (Sheet GC100 of the Contract Drawings) CONSTRUCTION WORK PHASING PLANS (Sheets GC101 - GC103 of the Contract Drawings) CONSTRUCTION WORK PHASING DETAILS (Sheet GC501 of the Contract Drawings) APPENDIX 2 CONSTRUCTION PROJECT DAILY SAFETY INSPECTION CHECKLIST Construction Project 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 or 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 inches 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. Section 70-08,Attachment A Construction Safety Phasing Plan A2-1 Item Action Required or None 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 damage. 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. Section 70-08,Attachment A Construction Safety Phasing Plan A2-2 Item Action Required or None 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. 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). Section 70-08,Attachment A Construction Safety Phasing Plan A2-3 Item Action Required or None 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 70-08,Attachment A Construction Safety Phasing Plan A2-4 APPENDIX 3 CONTRACTORS SAFETY PLAN COMPLIANCE DOCUMENT (SPCD) (The SPCD Certification is located in the Proposal Section) SAFETY PLAN COMPLIANCE DOCUMENT (SPCD) Project Location: Elizabeth Field Airport Project Name: Airfield Lighting, Signage & NAVAID Rehabilitation General Statement: The Construction Safety and Phasing Plan (CSPP), identified as Attachment "A" to Section 70-08, has been prepared in accordance with FAA Advisory Circular 150/5370-2G, Operational Safety on Airports During Construction and the requirements of the Airport 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 (HAZMAT) 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/Taxi lane 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 FORM To: Town of Southold — Elizabeth Field Airport (AIRPORT OWNER), and C&S Engineers, Inc., (RPR). Project: Airfield Lighting, Signage & NAVAID Rehabilitation This SPOILS DEPOSITION RELEASE FORM is being forwarded to the above referenced AIRPORT OWNER and RPR 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 AIRPORT OWNER and RPR 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 2019 AC 150/5370-1OH 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 Resident Project Representative (RPR). 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 their 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. The Contractor shall provide copies of all subcontracts to the RPR 14 days prior to being utilized 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. 80-02 Notice to proceed (NTP). The Owners notice to proceed will state the date on which contract time commences. The Contractor is expected to commence project operations within one day of the NTP date. The Contractor shall notify the RPR at least 24 hours in advance of the time contract operations begins. The Contractor shall not commence any actual operations 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 coordinated construction schedule showing all work activities for the RPR's review and acceptance at least 10 days prior to the start of work. The Contractor's progress schedule,once accepted by the RPR,will represent the Contractor's baseline plan to accomplish the project in accordance with the terms and conditions of the Contract. The RPR will compare actual Contractor progress against the baseline schedule to determine that status of the Contractor's performance. 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 RPR'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 RPR at least 24 hours in advance of resuming operations. Section 80 Execution and Progress GP 80-1 2019 AC 150/5370-1OH The Contractor shall not commence any actual construction prior to the date on which the NTP is issued by the Owner. The project 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. It shall include information on the sequence of work activities, milestone dates, and activity duration. The schedule shall show all work items identified in the project proposal for each work area and shall include the project start date and end date. 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. 80-04 Limitation of operations. The Contractor shall control their operations and the operations of their subcontractors and all suppliers to provide for the free and unobstructed movement of vehicles in the area of work of this Contract. The Contractor shall be required to conform to safety standards contained in AC 150/5370-2, Operational Safety on Airports During Construction and the approved CSPP. 80-04.1 Operational safety on airport during construction. All Contractors' operations shall be conducted in accordance with the General and Construction Safety and Phasing Plan in the project plans and the provisions set forth within the current version of AC 150/5370-2, Operational Safety on Airports During Construction. The Contractor shall prepare and submit a SPCD that details how it proposes to comply with the all construction safety and phasing requirements. The Contractor shall implement all necessary safety plan measures prior to commencement of any work activity. The Contractor shall conduct routine checks to assure compliance with the safety plan 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 General and Construction Safety and Phasing Plan and that they implement and maintain all necessary measures. No deviation or modifications may be made to the approved General and Construction Safety and Phasing Plan and SPCD unless approved in writing by the Owner. The necessary coordination actions to review Contractor proposed modifications or approved SPCD can require a significant amount of time. 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 RPR, does not perform his work in a proper and skillful manner or is intemperate or disorderly shall, at the written request of the RPR, be removed immediately by the Contractor or subcontractor employing such person, and shall not be employed again in any portion of the work without approval of the RPR. Should the Contractor fail to remove such person or persons, or fail to furnish suitable and sufficient personnel for the proper execution of the work, the RPR 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 Section 80 Execution and Progress GP 80-2 2019 AC 150/5370-1OH used on any portion of the work shall not cause injury to previously completed work, adjacent property,or existing airport facilities due to its use. 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 otherwise authorized by the RPR. 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 RPR 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 RPR 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 RPR 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 paragraph. 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 the Owner may deem necessary,due to unsuitable weather, or other conditions considered unfavorable for the execution of the work, or for such time 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 written order to suspend work to the effective date of the written order to resume the work. Claims for such compensation shall be filed with the RPR within the time period stated in the RPR's order to resume work. The Contractor shall submit with their own claim information substantiating the amount shown on the claim. The RPR 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 or for any other delay provided for in the contract,plans, or specifications. If it becomes 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 days shall be stated in the proposal and contract and shall be known as the Contract Time. If the contract time requires extension for reasons beyond the Contractor's control,it shall be adjusted as follows: 80-07.1 Contract time based on working days.Not Applicable. Contract time based on calendar days. 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. Section 80 Execution and Progress GP 80-3 2019 AC 150/5370-1OH At the time 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 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. Contract time based on calendar days. Contract Time based on calendar days shall consist of the number of calendar days stated in the contract for each work area, 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. Time charged against the first work area shall begin on the date stated in the written Notice to Proceed. Time charged against subsequent work areas shall begin on the date and time stated in the NOTAMS issued for closure of the affected Work Area,at which time the Contractor may begin to place barricades, temporary jumpers, etc. for that Work Area. Time charged against an individual Work Area shall end when the Engineer/RPR deems that work is substantially complete. Substantial completion of work in an individual Work Area is defined as the Work Area being fully operational and open to aircraft traffic,all barricades affecting the Work Area are removed,all temporary jumpers affecting the Work Area are removed, all pavements in the Work Area are cleaned,and NOTAMS affecting the completed Work Area are cancelled. At the time 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 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. 80-08 Failure to complete on time. (See the Contract Drawings for Section 80-08 verbiage.)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 paragraph 80-07,Determination and Extension of Contract Time)the sum specified in the contract and proposal as liquidated damages (LD)will be deducted from any money due or to become due the Contractor or their own 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. Schedule Liquidated Damages Allowed Construction Cost Time Bid Alternate $2,000/Calendar Day 7 Calendar Days No. 1 Bid Alternate $2,000/Calendar Day 14 Calendar Days No. 2 Bid Alternate $2,000/Calendar Day 21 Calendar Days No. 3 Add On No.1 $2,000/Calendar Day 2 Calendar Days* *Add On No. 1 allowed construction time is inclusive of the awarded Bid Alternate overall contract duration,not in addition to. Section 80 Execution and Progress GP 80-4 2019 AC 150/5370-1OH 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 wavier 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 their contract and such default will be considered as cause for the Owner to terminate 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 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 Owner consider the Contractor in default of the contract for any reason above,the Owner 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 RPR 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 RPR 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. Section 80 Execution and Progress GP 80-5 2019 AC 150/5370-1OH 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 RPR. Termination of the contract or a portion thereof shall neither relieve the Contractor of their responsibilities for the completed work nor shall it relieve their 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 RPR 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 work in accordance with the approved CSPP and SPCD. END OF SECTION 80 Section 80 Execution and Progress GP 80-6 2019 AC 150/5370-1OH Section 90 Measurement and Payment 90-01 Measurement of quantities. All work completed under the contract will be measured by the RPR, or their authorized representatives,using United States Customary Units of Measurement. 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 RPR. 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. 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. When requested by the Contractor and approved by the RPR 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 RPR and shall be agreed to by the Contractor before such method of measurement of pay quantities is used. Measurement and Payment Terms Term Description Excavation and In computing volumes of excavation, the average end area method will be used unless Embankment otherwise specified. Volume Measurement and The term"ton' will mean the short ton consisting of 2,000 pounds (907 kg)avoirdupois. Proportion by All materials that are measured or proportioned by weights shall be weighed on accurate, Weight independently certified scales by competent, qualified personnel at locations designated by the RPR. 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 RPR directs, and each truck shall bear a plainly legible identification mark. Measurement by Materials to be measured by volume in the hauling vehicle shall be hauled in approved Volume 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 Section 90 Measurement and Payment GP 90-1 2019 AC 150/5370-1OH Term Description be loaded to at least their water level capacity, and all loads shall be leveled when the vehicles arrive at the point of delivery. Asphalt Material Asphalt 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. 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 asphalt material has been lost from the car or the distributor,wasted,or otherwise not incorporated in the work.When asphalt materials are shipped by truck or transport, net certified weights by volume, subject to correction for loss or foaming,will be used for computing quantities. Cement Cement will be measured by the ton(kg)or hundredweight(km). Structure Structures will be measured according to neat lines shown on the plans or as altered to fit field conditions. Timber 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. Plates and Sheets 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. Miscellaneous Items 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 Scales must be tested for accuracy and serviced before use. 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. Platform scales shall be installed and maintained with the platform level and rigid bulkheads at each end. Scales shall be accurate within 0.5% of the correct weight throughout the range of use. The Contractor shall have the scales checked under the observation of the RPR 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 0.1%of the nominal rated capacity of the scale,but not less than one pound(454 grams). The use of spring balances will not be permitted. In the event inspection reveals the scales have been"overweighing"(indicating more than correct weight)they will be immediately adjusted. All materials received subsequent to the last previous correct weighting-accuracy test will be reduced by the percentage of error in excess of 0.5%. In the event inspection reveals the scales have been under-weighing(indicating less than correct weight), they shall be immediately adjusted. No additional payment to the Contractor will be allowed for materials previously weighed and recorded. Beams,dials,platforms,and other scale equipment shall be so arranged that the operator and the RPR can safely and conveniently view them. Section 90 Measurement and Payment GP 90-2 2019 AC 150/5370-1OH Term Description 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. 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. Rental Equipment 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 in connection with extra work will be measured as agreed in the change order or supplemental agreement authorizing such work as provided in paragraph 90-05 Payment for Extra Work. Pay Quantities 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 RPR.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 Section 70, paragraph 70-18,No Waiver of Legal Rights. 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 Section 40,paragraph 40-02,Alteration of Work and Quantities, 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 their own unbalanced allocation of overhead and profit among the contract items,or from any other cause. 90-04 Payment for omitted items. As specified in Section 40,paragraph 40-03, Omitted Items, the RPR 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 RPR 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 RPR's order to omit or non-perform such contract item. Acceptable materials ordered by the Contractor or delivered on the work prior to the date of the RPR's order will be paid for at the actual cost to the Contractor and shall thereupon become the property of the Owner. Section 90 Measurement and Payment GP 90-3 2019 AC 150/5370-1OH 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 RPR'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. 90-05 Payment for extra work. Extra work,performed in accordance with Section 40, paragraph 40-04, Extra Work, 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 RPR, 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 paragraph 90-07, Payment for Materials on Hand. No partial payment will be made when the amount due to the Contractor since the last estimate amounts to less than five hundred dollars. a.From the total of the amount determined to be payable on a partial payment, 10 percent of such total amount will be deducted and retained by the Owner for protection of the Owner's interests. Unless otherwise instructed by the Owner, the amount retained by the Owner will be in effect until the final payment is made except as follows: (1) Contractor may request release of retainage on work that has been partially accepted by the Owner in accordance with Section 50-03. Contractor must provide a certified invoice to the RPR that supports the value of retainage held by the Owner for partially accepted work. (2) In lieu of retainage, the Contractor may exercise at its option the establishment of an escrow account per paragraph 90-08. b. The Contractor is required to pay all subcontractors for satisfactory performance of their contracts no later than 7 days after the Contractor has received a partial payment. Contractor must provide the Owner evidence of prompt and full payment of retainage held by the prime Contractor to the subcontractor within 7 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. c. When at least 95% of the work has been completed to the satisfaction of the RPR,the RPR 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 RPR 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 paragraph 90-09,Acceptance and Final Payment. 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 Section 90 Measurement and Payment GP 90-4 2019 AC 150/5370-1OH 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. 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 RPR at or on an approved site. b.The Contractor has furnished the RPR with acceptable evidence of the quantity and quality of such stored or stockpiled materials. c.The Contractor has furnished the RPR 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 stored or stockpiled. e. The Contractor has furnished the Owner evidence that the material 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 their 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 paragraph. 90-08 Payment of withheld funds. At the Contractor's option, if an Owner withholds retainage in accordance with the methods described in paragraph 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 Section 50,paragraph 50-15,Final Acceptance,the RPR will prepare the final estimate of the items of work actually performed. The Contractor shall approve the RPR's final estimate or advise the RPR 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 RPR 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 Section 90 Measurement and Payment GP 90-5 2019 AC 150/5370-1OH RPR's final estimate. If, after such 30-day period, a dispute still exists, the Contractor may approve the RPR'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 Section 50, paragraph 50-16, Claims for Adjustment and Disputes. After the Contractor has approved,or approved under protest,the RPR's final estimate,and after the RPR's receipt of the project closeout documentation required in paragraph 90-11, Contractor Final Project Documentation,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 Section 50,paragraph 50-16, Claims for Adjustments and Disputes, or under the provisions of this paragraph, 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, except as noted. 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. Light Emitting Diode emitting diode (LED) light fixtures with the exception of obstruction lighting, 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 the Contractor's failure to conform to contract requirements; or 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. L If the Contractor fails to remedy any failure,defect,or damage within 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. Section 90 Measurement and Payment GP 90-6 2019 AC 150/5370-1OH h. This warranty shall not limit the Owner's rights with respect to latent defects, gross mistakes, or fraud. i.The Owner and Engineer will perform a warranty inspection with the Contractor approximately three (3) months before the end of the one year warranty period. 90-11 Contractor Final Project Documentation. 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 RPR 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 Section 40,paragraph 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. L 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(s). The Contractor shall prepare a project 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, circuit test results in accordance with Item L-108,and O&M 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. k. Security for Construction Warranty. 1. Equipment commissioning documentation submitted, if required. m. 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 Section 90 Measurement and Payment GP 90-7 2019 Special Provisions to the General Provisions SP 20-16 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,NY 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 via email 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, and posted to the website at which the Contract Documents were obtained, not later than twenty-four(24) hours prior to the date fixed for the opening of bids. When addenda are posted to a website, it is the Contractor's responsibility to retrieve the addenda. Failure of any Bidder to receive or retrieve 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. SP 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. Special Provisions SP-1 2019 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. 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. 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 Special Provisions SP-2 2019 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. 30-09 Conformed Contract Documents. Conformed Contract Documents sent to the successful bidder for execution will consist of the original contract documents with a copy of the successful bidder's Proposal section inserted. In addition,the Form of Contract will be edited to include a contract date,the Contractor's name and address, the contract parts that are being awarded: Total Bid; Total Base Bid; the total contract amount awarded, the list of Addenda and dates, the contractor's company name on the signature page, a copy of the Contractor's Performance Bond, Labor and Material Payment Bond and Insurance Certificates will be inserted. The original completed and signed Proposal will be kept on file with the Owner or Engineer. The Conformed Contracts Documents may incorporate changes to the General Provisions and the Technical Specifications which were made by addendum. If changes are so included,the addendum cover sheets will be included in the Conformed Contract Documents before the Table of Contents, otherwise the full addendum will be included before the Table of Contents. The cover of the Contract Documents will be labeled"Conformed Contract". SP 30-10 Issued for Construction Contract Documents. Issued for Construction (IFC) Contact Documents will be distributed prior to the start of construction. The IFC contract documents consist of the Conformed Contract Documents and the Contract Drawings. The IFC Contract Documents will include a copy of the executed Form of Contract. The original filled out and signed Form of Contract will be kept on file with the Owner or Engineer. The IFC Construction Drawings will incorporate any changes made by addendum during the bidding process. The cover of the Contract Documents will be labeled"Conformed Contract"and"Issued for Construction". The title sheet of the Contract Drawings will be labeled"Issued for Construction". SP 50-17 Additional Survey Requirements. A. This work shall consist of providing all necessary survey work to establish, spatially position, and verify the locations of existing and proposed features and measure quantities of items in accordance with the contract documents or as directed by the RPR. This work includes but is not limited to the establishment, reestablishment or localization of primary and secondary control,the stakeout or layout of proposed features,the initialization, calibration and navigation of automated equipment operations,the location or verification of existing or of constructed features,the verification of geospatial data for proposed construction work and the coordination and sharing of survey data with the RPR. Special Provisions SP-3 2019 The Contractor shall be responsible for trimming trees,brush and other objects from survey lines in advance of all survey work to permit accurate and unimpeded work by the survey crews. B. Survey Reference Points. 1. Existing horizontal and vertical control points for the Project are those designated on drawings or as determined from investigation of the existing conditions. 2. Locate and protect control points prior to starting Site Work and preserve permanent reference points during construction. a. Make no changes or relocations without prior approval of the RPR. b. Report to RPR when reference point is lost, destroyed or requires relocation because of necessary changes in grades or locations. c. Replace Project control points,which may be lost or destroyed. Airport control points shall be replaced in accordance with their requirements. d. Existing property corners,markers, stakes,iron pins, and survey monuments defining property lines which have a high probability of being disturbed during construction shall be properly tied into fixed reference points before being disturbed. If disturbed,they shall be accurately reset in their proper position upon completion of the work. C. Project Layout Requirements. 1. Establish a sufficient number of permanent bench marks on Site,as may be required, referenced to data established by survey control points. Record locations of benchmarks with horizontal and vertical data on Project Record Documents. 2. From established control points, layout all Work by establishing all lines and grades at Site necessary to control Work. Contractor shall be responsible for all measurements that may be required for execution of Work to location and limit marks prescribed in appropriate Specification Sections or on Contract Drawings. 3. Furnish, at contractor expense, all such stakes, steel pins, equipment,tools and material and labor that may be required in laying out Work control points. 4. Establish lines and levels. Locate and layout by instrumentation and similar appropriate means: a. Verify property,grades,lines, levels and dimensions indicated. b. Site Improvements 1) Provide stakes for grading,fill and topsoil placement. 2) Layout utility slopes and invert elevations. 3) Layout limits of pavement demolition and proposed pavement. 4. Verify and coordinate in field all existing and proposed underground components including civil, structural,utilities and other components prior to initiation of the Work. Advise RPR and/or FAA of any conflicts or discrepancies. D. Documents. 1. Submit name, address and contact information of Surveyor to RPR. 2. On request of the RPR, submit documentation to certify accuracy of construction survey and stakeout work and compliance with Contract Documents. Special Provisions SP-4 2019 3. Submit certificate signed by licensed surveyor certifying that elevations and locations of improvements are in conformance with Contract Documents. Should any work be in non- conformance with Contract Documents, Contractor shall identify all such non-conformance in the certificate. 4. Standards and Availability: Data and other measurements shall be recorded in accordance with standard and approved methods. All field notes, sketches, recordings,and computations in establishing above horizontal and vertical control points shall be available at all times during progress of Work for ready examination by RPR. 5. Maintain complete and accurate record data on underground utilities and obstructions,new and existing, encountered in execution of Work. Record data on Project Record Documents. 6. On completion of major site improvements,prepare certified survey showing dimensions, locations, angles, and elevations of construction. E. GPS Inspection Unit. Section not used. F. Computer Aided Drafting &Design (CADD) and 3D Surface files. This project was developed using three-dimensional design software. After award and upon request,the successful bidder will be provided CADD files developed from AutoCAD and 3D surface files for use. The surface files will be provided for the existing grade, finished grade, and other applicable design surface models. In addition, survey control for the project will be provided in electronic format and the alignments will be provided in XML format. The files may be used for survey and stakeout of the project,but may not be manipulated. A single CADD file will be provided as well,including 2D and 3D information. The following 3D surfaces will be provided: SURFACE DESCRIPTION Overall Project Site Existing Grade 3D surface of project site overall existing grade elevations per topographic survey prior to construction. Milling Surface 3D surface representation of the existing grade after proposed cold and variable milling. Proposed Finished Grade 3D surface representation of the project site overall proposed finished grade elevations per project design. This surface includes pavement and turf grades. The following 2D CADD files will be provided: FILE DESCRIPTION Existing Base Map Existing topographic features, limits of pavement,physical features, existing contours,equipment, structures, lights, signs,known utilities, fence,pipes, and conduits,buildings, etc. Proposed Proposed work including alignments, survey data,work phasing limits, limits of demolition, limits of pavement,physical features,proposed contours, equipment, structures,pavement marking, lights, signs, utilities,fence,pipes, and conduits,and buildings. Unless otherwise shown on the Plans,the Contractor shall assume that the origin of proposed CAD symbols is at the center of the location of the feature. CAD symbols which are not at the center of origin include the following: Symbol Origin Guidance Signs Longitudinal center at end of sign closest to pavement edge. Special Provisions SP-5 2019 PAPI System Face of PAPI unit at center of PAPI box. Approach Lights Front face of lamp at center of light or light group. The files were developed for the design and depiction of various 2D features (existing and proposed) and 3D features of existing,proposed, and subgrade surfaces. The surface files are depicted on the Contract Drawings in the form of contours,profiles,typical sections, spot elevations,tables, and other details. The surface file of the existing surface is the database of points from the design topographic survey. The surface files of the other surfaces are the database of points for the surfaces used to design the project. The Owner allows use of the CADD and surface files in the performance of its work and services on the project with the following terms and conditions: 1. That the Owner does not warrant or guarantee the information and data in the CADD and surface files and any accompanying documentation as a substitute for the sound judgment of the Contractor. 2. That the Contractor desires to make use of the CADD and surface files in conjunction with the Work to be provided to the Owner for the subject project. 3. That the Contractor has no rights to the information and data contained in the CADD and surface files or any translated or converted form of these files. The transfer shall not be considered to convey any proprietary interest in the information and data in the CADD and surface files or any translated or converted form of these files or subsequent version thereof. 4. That the information and data contained in the CADD and surface files or in any translated or converted form of these files shall not be used by the Contractor on any other project. 5. That the Contractor may not copy,distribute, sell, rent, sublicense or lease the CADD and surface files or any translated or converted form of these files or any accompanying documentation. 6. That no information or data contained in the CADD and surface files or any translated or converted form of these files shall be transferred in any electronic form without written permission of the Owner. 7. That after completion of the Work by the Contractor as part of this project,the Contractor shall remove the information and data contained in the CADD and surface files, or any translated or converted form of these files, from all of its electronic data processing systems. No electronic copies of the information and data contained in the CADD and surface files or any translated or converted form of these files shall be retained by the Contractor. 8. That the Contractor shall take all steps reasonably necessary to protect the CADD and surface files, or any translated or converted form of these files, from theft or use in a manner inconsistent with these terms and conditions. 9. That the Owner may terminate these terms and conditions at any time and the Contractor shall immediately remove the CADD and surface files,or any translated or converted form of these files,from their electronic data processing systems upon demand of the Owner. 10. That the Owner retains all rights not expressly granted. Nothing in these terms and conditions constitutes a waiver of the Owner's rights under any federal or state law. 11. That the Owner excludes any and all implied warranties, including warranties of merchantability and fitness for a particular purpose,and limits the Contractor's remedy to return of the CADD and surface files and documentation to the Owner for replacement. Special Provisions SP-6 2019 12. That the Owner makes no warranty or representation,either express or implied,with respect to the CADD and surface files or accompanying documentation,including their quality, performance,merchantability, or fitness for a particular purpose. The CADD and surface files and documentation are provided"as is"and the Contractor assumes the entire risk as to their quality and performance. 13. That the Owner shall not be liable for any direct,indirect, special, incidental,or consequential damages arising out of the use of, inability to use, or any defect in the CADD and surface files or any translated or converted form of these files or any accompanying documentation. 14. That the Contractor shall indemnify and hold harmless the Owner, its officials and employees, and the RPR for any injury to the person or property of third parties arising out of the use of or any defect in the CADD and surface files or any translated or converted form of these files or any accompanying documentation. 15. That the Contractor shall indemnify and hold harmless the Owner, its officials and employees, and the RPR for any injury arising out of any infringement of the copyright law. 16. That the warranty and remedies set forth in these terms and conditions are exclusive and in lieu of all others, oral or written, express or implied. 17. That nothing contained in these terms and conditions shall be construed to represent or warrant that the Contractor has the right to reproduce or copy any or converted form of these files and the Contractor acknowledges that it has no right to reproduce and include copyright or trade secret notices, or patent rights on any copies,in whole or in part, in any form. All copies of each CADD and surface file remain the property of the Owner and any rights involving the copyright law as modified in 17 U.S.C. §101 et. seq. remain with the Owner. G. Equipment. 1. Surveying Equipment. Upon request,the Contractor shall make available to the RPR, a rod, level,and tripod. The rod shall be telescoping rod, 15 feet in length with hundredth of a foot graduations. The level shall be self-leveling and have documentation demonstrating it has been calibrated within twelve months of the project's commencement. 2. Materials. Stakes used for construction layout shall be sound hardwood stakes having minimum dimensions of 1 inch by 1 inch by 4 feet in length. 3. GPS Inspection Units. a. GPS units provided for a single contract shall be of the same model and manufacturer; and shall include, and be licensed to operate,the same versions of GPS planning software, data collection software,navigation software, stakeout software and post processing software. All software provided(including firmware) shall be the most current available from the manufacturer at the time of delivery of the GPS units. GPS inspection units should be of the same manufacturer as those used by the Contractor. GPS units shall not be more than 2 years old from the date of manufacturing to the time of delivery. To verify the age of the GPS units,the Contractor shall provide a dated copy of the manufacturer's receipt(s) for the purchase, lease or rental of the units. b. GPS units shall include both standard USB cable and Bluetooth wireless technology for data transfer. c. Data shall be capable of being copied onto or from a removable industry standard data storage card(e.g.: secure digital SD Card). Each GPS Unit shall include 2 data storage cards, each with a minimum capacity of 4 GB each. Special Provisions SP-7 2019 d. GPS units shall include the ability to import/export and display point and alignment data which is in XML format, and also import graphics files which are in DGN or DXF format. e. GPS units shall have an internal, or modular,rechargeable battery system capable of operating a minimum of 8 hours (may include interchangeable batteries),and shall include a battery charger. f. GPS units shall include a hard or soft shell carry case, and all appropriate operation manuals. 4. Survey Grade GPS Inspection Units. a. The Contractor shall provide the RPR with one GPS Inspection Unit for use during the course of the project. GPS units shall be equipped to receive Global Positioning System (GPS), GLONASS and GNSS position data. b. GPS units shall be equipped to receive, and be capable of utilizing, Real Time Kinematics (RTK) correctional data(current version of RTCM format)through internet protocol as provided from the Continuously Operating Reference System (CORS) Network. This shall include all necessary communication devices, repeaters and systems, data service plans and communications to meet the minimum required accuracy and not exceed a 2 second latency at the rover.Whichever communication method is utilized by the Contractor to broadcast the CORS RTK correctional data,the Contractor shall ensure that the RTK data shall be available at all locations across the entire contract site during all hours of construction and inspection operations. c. GPS units shall include the capability to "localize"both the horizontal and vertical control to local project monumentation (also known as calibrate),while utilizing RTK corrections from a reference network. d. GPS units shall include either an integrated or modular communication device capable of receiving RTK correctional data to satisfy the requirement of using CORS RTK corrections. e. GPS units shall have the ability to display the number of satellites tracked at any one time,and indicate the accuracy quality of each measurement relative to the strength of signals,and the GDOP (Geometric Dilution of Precision). f. GPS Unit shall include dual frequency receivers. g. Minimum Required Kinematic Accuracy relative to primary project control (CORS): Horizontal: 0.033 ft. + 1.0 ppm;Vertical: 0.065 ft. + 1.0 ppm h. All necessary hardware and software shall be included(including communication drivers) to connect the GPS unit to a Tablet PC and communicate/exchange positional data with CADD software. i. The data controller shall permit the user to program and store multiple configurations (also known as user preferences)prior to the actual field measurements. Configurations shall be capable of being stored and recalled in the field. j. GPS units shall include one fixed height rover rod of 6.56 feet in length, one attachable bipod which is compatible with the rover rod, and one topo shoe. k. A GPS unit set up to operate as a base station shall include all necessary additional cables,hardware, fasteners or accessories necessary to install it in a fixed semi-permanent Special Provisions SP-8 2019 location,will not be considered as a rover unit, and therefore will not require a rover rod, a bi-pod, or a topo shoe. H. Verification of Existing Grades. This project was developed using a 3D CADD program. The 3D CADD program created 3D surface files of the existing surfaces,finished surfaces and other various surfaces required to complete the design. Some volumetric quantities were calculated by comparing surface files of the applicable design surfaces and generating Triangle Volume Reports. Existing grades on the surface files,where they do not match the locations of actual spot elevations shown on the topographic map,were developed by computer interpolation from those spot elevations. Prior to disturbing original grade, a Licensed Surveyor shall verify the accuracy of the existing ground surface by verifying spot elevations at the same locations where original field survey data was obtained as indicated on the topographic map. For this purpose,the RPR will provide the Contractor with a 3D CADD file of the topographic survey. Surveyor shall recognize that, due to the interpolation process,the actual ground surface at any particular location may differ somewhat from the interpolated surface shown on the design cross sections or obtained from the surface files. Surveyor's verification of original ground surface,however, shall be limited to verification of spot elevations as indicated herein, and no adjustments will be made to the original ground surface unless the Surveyor demonstrates that spot elevations shown are incorrect. For this purpose, spot elevations which are within 0.1 foot of the stated elevations for ground surfaces, or within 0.02 foot for hard surfaces (pavements,buildings, foundations, structures, etc.) shall be considered"no change". Only deviations in excess of these will be considered for adjustment of the original ground surface. If Surveyor's verification identifies discrepancies in the topographic map, Contractor shall notify RPR in writing at least two weeks before disturbance of existing grade to allow sufficient time to verify the submitted information and make adjustments to the design cross sections or surface files. Disturbance of existing grade in any area shall constitute acceptance by the Contractor of the accuracy of the original elevations shown on the topographic map for that area. The Contractor's survey shall not exceed the following: • Error of horizontal closure in feet shall not exceed 1 foot/5,000 feet • Error of vertical closure in feet shall not exceed(0.05 feet)*(bench run length in miles)'/2 A point data file of the Contractor's verification of original ground surface shall be provided in electronic format along with a printed hard copy. The point data shall be supplied in one ASCII file containing point number,northing,casting, elevation and descriptor. The data shall be left justified columns separated by commas with decimal points,but no slashes, colons and/or other separators. J. Traditional Survey Stakeout. The Contractor shall field locate all features to be constructed from survey control points which are identified on the Plans. Any error,apparent discrepancy or absence in the data shown or required to appropriately accomplish the stakeout survey shall be referred to the RPR immediately for interpretation when such is observed or required. The Contractor shall place two offset stakes or references points along the center line at maximum intervals of 50 feet and at such intermediate locations as required to determine location and direction. From computations and measurements made by the Contractor,these stakes shall be clearly and legibly marked with the center line station number, offset and cut or fill from which the establishment of the centerline location and elevation can be determined. If markings become illegible for any reason the markings shall be restored by the Contractor. The Contractor shall locate and place all cut, fill, slope, fine grade, or other stakes and points for the proper progress of the work with a maximum station spacing of 50 feet.All control points shall be properly protected and flagged for easy identification. Special Provisions SP-9 2019 The Contractor shall be responsible for the accuracy of the work and shall maintain all applicable reference points, stakes,etc. Damaged or destroyed reference points or bench marks made inaccessible by the progress of the construction shall be replaced or transferred by the Contractor. All control points shall be referenced by ties (4 minimum)to specific points on acceptable objects and recorded. Any alterations or revisions in the ties shall be so noted and the information furnished to the RPR. All stakeout survey work related to control shall be referenced to the control line shown in the contract documents. Computations and survey notes necessary to establish the position of the work from control points, shall be made and maintained in a neat,legible and acceptable format by the Contractor. Computations, survey notes and other survey information shall be made available to the RPR within 3 work days from the request. The RPR may check all or any portion of the stakeout survey work or notes made by the Contractor. Such checking by the RPR shall not relieve the Contractor of any responsibilities for the accuracy or completeness of the work. K. Automated Stakeout and Automated Machine Guidance Operations. Should the Contractor choose automated methods for the establishment, layout,measurement, equipment guidance or verification of work to be constructed,they shall submit their proposed automated methods including quality control measures as part of their contract control plan for acceptance by the RPR. AMG shall be in accordance with Item P-670,Automated Machine Guidance. When utilizing these methods, all horizontal and vertical survey control, roadway alignment control and existing terrain data shall be shared/exchanged electronically and kept current between the Contractor and the RPR. All original version files of electronic contract data shall be maintained and stored by the RPR. Prior to beginning field operations,the Contractor and RPR shall mutually determine acceptable uses of and procedures for the technology being used, and how data can be exchanged for use in stakeout, automated machine operations,positional verification, quantity measurements and calculations. All record copies of survey and stakeout data shall be stored and shared in RPR accepted standard formats, and shall be derived primarily from the original electronic data,when provided by the RPR. Automated survey operations have a high reliance on accurate control networks from which to make measurements, establish positions, and verify geospatial locations of features. Therefore,a strong contract control network in the field which is consistent with the project control used during the design of the contract is essential to the successful use of these technologies with the proposed digital terrain model and alignments. Consistent and well-designed site calibration(localization)for all automated machine guidance, is required to ensure the quality of the contract deliverables. The Contractor shall document which local horizontal and vertical control will be will be used for calibration during construction operations and how that calibration or adjustment will be maintained along the entire contract length. Continued incorporation of CORS Network is essential to maintaining the integrity of positional locations and elevations of features. The RPR may perform quality assurance verifications of feature positions at any time during the contract. Dimensional tolerances shall hold a higher order of precedence than positional tolerances, but both may require verification. Quality assurance activities by the RPR will not relieve the Contractor of any responsibilities for the quality control of the accuracy or completeness of the work. L. GPS Inspection Unit. The Contractor shall furnish, configure,install,maintain and remove the GPS unit. Contractor shall ensure the GPS unit is fully operational and training has been provided before construction begins. The Contractor shall provide the same type of GPS unit that they are using for field verification, i.e. if a Trimble unit is being used,a Trimble unit shall be provided. Also, this GPS unit shall be used solely by the RPR and not shared with the Contractor nor used for layout required by the Contractor. All projects shall utilize the CORS as the spatial reference datum network from which RTK corrections are derived. The Contractor shall choose which communication technique and devices will be used which will insure the consistent and reliable delivery of RTK correctional data from the Special Provisions SP-10 2019 CORS to the GPS unit. When geographic location or lack of a reliable communications network prohibits the use of the CORS,the RPR may approve the use of a Survey Grade GPS Inspection unit as a base station in place of the CORS. The Contractor shall semi-permanently mount the base station in a stable and secure location where it shall not be disturbed by construction activities nor be easily damaged by vandalism and where it shall be capable of providing radio signal coverage over the entire contract area. If the base station cannot broadcast a signal that covers the entire site,the Contractor shall provide adequate repeater radios or other communications. A GPS unit installed as a base station for inspection operations shall only be moved with the approval of the RPR. The GPS unit shall be maintained and remain in service a maximum of one week after the RPR requests its removal in writing. The Contractor shall maintain the GPS unit and software in good working condition and shall provide replacement due to breakdown, damage, or theft within 2 work days. The Contractor shall retain ownership of the GPS unit at the end of the contract. M. GPS Training Provisions. Section not used. SP 50-18 Removal of water. The Contractor shall at all times during construction,provide and maintain proper and satisfactory means and devices for the removal of all water entering the excavations,and shall remove all such water as fast as it may collect, in such manner as shall not interfere with the prosecution of the work or the proper placing of materials or other work. Removal of water includes the construction and removal of cofferdams, sheeting and bracing,the furnishing of materials and labor necessary therefore,the excavation and maintenance of ditches and sluiceways and the furnishing and operation of pumps,wellpoints and appliances needed to maintain thorough drainage of the work in a satisfactory manner. Water shall not be allowed to rise over or come in contact with any masonry,concrete or mortar,until at least twenty-four(24)hours after placement and no stream of water shall be allowed to flow over such work until such time as the RPR may permit. Unless otherwise specified,all excavations which extend down to or below the static groundwater elevations at the sites of structures shall be dewatered by lowering and maintaining the groundwater beneath such excavations at an elevation not less than that specified herein at all times when work thereon is in progress, during subgrade preparation and the placing of the structure or other materials thereon. Where the presence of fine granular subsurface materials and a high groundwater table may cause the upward flow of water into the excavation with a resulting quick condition,the Contractor shall install and operate a suitable dewatering system to prevent the upward flow of water during construction. When the water table is within the capillary rise of silt/clay subsurface material,the Contractor shall select and operate his equipment in a manner to prevent the deterioration of the working surface due to the upward flow of water during construction. The effluent pumped from the dewatering system shall be examined periodically by qualified personnel to determine if the system is operating satisfactorily without the removal of fines. Unless otherwise directed by the RPR or shown on the Contract Documents,the water level shall not be permitted to rise until construction in the immediate area is completed and the excavation backfilled to the original grade or proposed grade. Special Provisions SP-11 2019 Where well points are used,the groundwater shall be lowered and maintained continuously(day and night) at a level not less than two (2) feet below the bottom of the excavation. Excavation will not be permitted at a level lower than two (2)feet above the water level as indicated by the observation wells. The wellpoint system shall be designed or installed by or under the supervision of an organization whose principal business is wellpointing and has at least five (5) consecutive years of similar experience and can furnish a representative list of satisfactory similar operations. Wellpoint headers,points and other pertinent equipment shall not be placed within the limits of the excavation in such a manner or location as to interfere with the laying of pipe or trenching operations or with the excavation for and/or construction of other structures. Standby gasoline or diesel powered equipment shall be provided so that in the event of failure of the operating equipment,the standby equipment can be readily connected to the dewatering system. The standby equipment shall be maintained in good order and actuated regularly not less than twice a week when directed. Wellpoints shall be installed in the center of a sand wick drain which shall be placed by means of a sanding shell or other approved means to provide a sand core not less than ten(10)inches in diameter. Detached observation wells of similar construction to the wellpoints shall be installed at intervals of not less than fifty(50) feet along the opposite side of the trench from the header pipe and line of wellpoints, or around the excavation for a structure or as shown on the Contract Drawings,to a depth of at least five (5)feet below the proposed excavation. In addition, one wellpoint in every fifty (50)feet shall be fitted with a tee,plug and valve so that the wellpoint can be converted for use as an observation well. Observation wells shall be not less than one and one-half(12)inch in diameter. Water pumped or drained from excavations,or any sewers, drains, or water courses encountered in the work, shall be disposed of in a suitable manner without injury to adjacent property,the work under construction, or to pavements, roads and drives. No water shall be discharged to sanitary sewers. Sanitary sewage shall be pumped to sanitary sewers or shall be disposed of by an approved method. Any damage caused by improper handling of water shall be repaired by the Contractor at his/her own expense. SP 50-19 Sheeting and bracing. The Contractor shall furnish,place and maintain such sheeting,bracing and shoring as required to support the sides and ends of excavations in such a manner as to prevent any movement which would in any way damage the pipe, sewers, masonry or other work, diminish the width necessary, otherwise damage or delay the work, or endanger existing structures,pipes or pavements, or to occasion a hazard to persons engaged on the project or to the general public. Sheeting and bracing or other trench protection shall be utilized as required for the safety of employees exposed to the hazard of falling or sliding material from any trench or excavation in conformance with the provisions of Industrial Code Rule 23 as amended,and OSHA. Sheeting and bracing must be designed by, signed and stamped by a Professional Engineer licensed to practice in the State in which the project is located. The Contractor shall be responsible for the adequacy of all trench support systems used and for all damage to persons or property resulting from improper quality, strength,placing,maintenance and removal. All material used for sheeting and bracing shall be sound and free from defects which might impair its strength or effectiveness. Special Provisions SP-12 2019 All timber sheeting and bracing shall be sound and straight, free from cracks, shakes and large or loose knots. All steel sheeting and bracing shall be sound and straight, free from bends, twists or splits, having square and undamaged ends. Sheeting shall be driven vertically from the original ground surface as the excavation progresses. Sufficient toe support shall be sustained so as to maintain pressure against the original ground at all times. Timber sheeting shall be driven so that edges are tight together and steel sheeting driven with the individual members interlocking. All bracing shall be of such design and strength as to maintain the sheeting in its proper position. The Contractor shall be solely responsible for the adequacy of all sheeting and bracing. In general, all sheeting and bracing,whether of steel,timber or other material,used to support the sides of trenches or other open excavations, shall be withdrawn as the trenches or other open excavations are being refilled. That portion of the sheeting extending below the top of a pipe, sewer or structure shall be withdrawn,unless otherwise directed,before more than 6 inches of earth is placed above the top of the pipe, sewer or structure and before any bracing is removed. The voids left by the sheeting shall be carefully refilled with selected material and rammed tight with tools especially adapted for the purpose or otherwise as may be approved. The Contractor shall be responsible for the adequate shoring and/or bracing of any existing utilities encountered during the excavation. Such utilities shall be braced or shored in a manner acceptable to the local jurisdictional agency having authority over the utility encountered. It shall be the responsibility of the Contractor to prevent damage to or displacement of utilities, and to work with and request the concurrence of the utility's company representative in this matter. SP 60-09 Shop and setting drawings and catalogue data. All materials and equipment used in the work shall be submitted to the RPR,unless otherwise directed. The RPR will forward the submittals to Engineer for their review and 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 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 Special Provisions SP-13 2019 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. 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. SP 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 RPR through the Prime Contractor in advance of the preparation of his/her submittal. SP 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 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 RPR 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 Special Provisions SP-14 2019 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. SP 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 RPR 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 RPR 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: Special Provisions SP-15 2019 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 RPR. Changes or additions shall not be made in,or to, any fabricated item,part or material without having a re-review. SP 70-22 Additional 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. SP 70-23 Federal Contract Provisions for procurement and contracting under AIP. 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 Special Provisions SP-16 2019 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. 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. Special Provisions SP-17 2019 4. As used in this notice and in the contract resulting from this solicitation,the"covered area" is Suffolk County,New York. 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. 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 certifies that its bid/offer is in compliance with 49 USC § 50101, BABA and other related Made in America Laws (Per Executive Order 14005 "Made in America Laws" means all statutes,regulations, rules, and Executive Orders relating to federal financial assistance awards or federal procurement,including those that refer to"Buy America"or "Buy American,"that require, or provide a preference for,the purchase or acquisition of goods,products, or materials produced in the United States, including iron, steel,and manufactured products offered in the United States.), U.S. statutes,guidance, and FAA policies,which provide that Federal funds may not be obligated unless all iron, 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. The bidder or offeror must complete and submit the certification of compliance with FAA's Buy American Preference, BABA and Made in America laws included herein with their bid or offer. The Airport Sponsor/Owner will reject as nonresponsive any bid or offer that does not include a completed certification of compliance with FAA's Buy American Preference and BABA. The bidder or offeror certifies that all constructions materials, defined to mean an article, material, or supply other than an item of primarily iron or steel; a manufactured product; cement and cementitious materials; aggregates such as stone, sand, or gravel; or aggregate binding agents or additives that are or consist primarily of non-ferrous metals;plastic and polymer-based products (including polyvinylchloride,composite building materials, and Special Provisions SP-18 2019 polymers used in fiber optic cables);glass (including optic glass);lumber; or drywall used in the project are manufactured in the U.S. Certificate of Compliance with FAA Buy American Preference—Construction Projects NOTE: Certification is included in the PROPOSAL. A5 CIVIL RIGHTS—GENERAL GENERAL CIVIL RIGHTS PROVISIONS In all its activities within the scope of its airport program,the Contractor agrees to comply with pertinent statutes, Executive Orders, and such rules as identified in Title VI List of Pertinent Nondiscrimination Acts and Authorities to ensure that no person shall,on the grounds of race, color,national origin(including limited English proficiency), creed, sex (including sexual orientation and gender identity), age, or disability be excluded from participating in any activity conducted with or benefiting from Federal assistance. This provision is in addition to that required by Title VI of the Civil Rights Act of 1964. The above provision binds the Contractor and subcontractors from the bid solicitation period through the completion of the contract. 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 for any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full and fair opportunity to submit bids in response to this invitation and no businesses will be discriminated against on the grounds of race, color,national origin(including limited English proficiency), creed, sex (including sexual orientation and gender identity), age, or disability in consideration for an award. 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 etseq., 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); Special Provisions SP-19 2019 • 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 (Nondiscrimination on the Basis of Disability in Programs or Activities Receiving Federal Financial Assistance); • 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 § 47123), as amended (prohibits discrimination based on race, creed, color,national origin, or sex); • The Civil Rights Restoration Act of 1987 (PL 100-259) (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 11 and III of the Americans with Disabilities Act of 1990 (42 USC § 12101,et seq) (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) 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(ensures nondiscrimination against minority populations by discouraging programs,policies, and activities with disproportionately high 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 (Nondiscrimination on the Basis of Disability in Programs or Activities Receiving Federal Financial Assistance); • 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 § 47123), as amended (prohibits discrimination based on race, creed, color,national origin, or sex); • The Civil Rights Restoration Act of 1987 (PL 100-259) (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 Special Provisions SP-20 2019 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 (42 USC § 12 10 1,et seq) (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) 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 (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); • 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. 74087 (2005)]; • 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).); • 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. 74087 (2005)]; • 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) 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 Special Provisions SP-21 2019 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. 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. 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 § 740-7671q) and the Federal Water Pollution Control Act as amended(33 USC § 1251-1387). The Contractor agrees to report any violation to the Special Provisions SP-22 2019 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 exceed$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 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 Special Provisions SP-23 2019 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 performed, without regard to skill, except as provided in 29 CFR Part 5.5(a)(4). 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)(11) of this section) and the Davis-Bacon poster ("-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. (ll) (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: Special Provisions SP-24 2019 (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)(11) (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. (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 Special Provisions SP-25 2019 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 I(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. (ll) (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/fonns/wh3471nstr.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 parry to the contract, but if the agency is not such a parry, the Contractor will submit Special Provisions SP-26 2019 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)(11), the appropriate information is being maintained under 29 CFR § 5.5 (a)(3)(1), 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. (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)(11)(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)(1) 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. Special Provisions SP-27 2019 (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 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 full 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 Special Provisions SP-28 2019 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 shall be responsible forthe compliance by any subcontractor or lowertier 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. Special Provisions SP-29 2019 (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"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 Offeror /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 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 condition of bid responsiveness,the Bidder or Offeror must submit the following information with its proposal on the forms provided herein and must provide written confirmation of participation from each of the DBE firms the Bidder or Offerer lists in its Special Provisions SP-30 2019 commitment. SEE THE CONTRACTORS DBE PLAN FORM AND DBE LETTER OF INTENT FORM IN THE PROPOSAL 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) 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. 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 Monthly Payment Report, found later in this section, is required to be submitted on a monthly basis throughout the entirety of the project. A progress payment will not be deemed complete and able to be processed until the reports are submitted. This report monitors the payments by providing a running tally of actual DBE attainments and compares this to the commitments. Special Provisions SP-31 2019 The Monthly Payment Report, found later in this section, is required to be submitted along with a Disadvantaged Business Enterprise DBE Participation Summary for each DBE subcontractor on a monthly basis Subcontractor's Prompt Payment Certification throughout the entirety of the project. A progress payment will not be deemed complete and able to be processed until the reports are submitted. This report monitors the payments by providing a running tally of actual DBE attainments and compares this to the commitments. 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 subcontractor, DBE and non-DBE firms, are required to complete the Subcontractor's Prompt Payment Certification, found later in this section or electronically. A completed copy of this form shall be submitted to the Owner's representative,the Prime Contractor and the Contractor you are working for at least 7 days prior to an application for payment. This form is to be submitted with each payment application by every subcontractor, DBE and non-DBE firms until each subcontractor's work is complete and they have been paid in full and state so on their final Subcontractor's Prompt Payment Certification. Each Subcontractor's Prompt Payment Certificate must be received by the Owner's representative or the progress payment will not be deemed complete and able to be processed. Monitoring Responsibilities (§26.37)— The prime contractor agrees to carry out all appropriate mechanisms to ensure compliance with 49 CFR Part 26 program requirements by all program participants,including monitoring of payments. This project requires the following method to be utilized in tracking payments: The Monthly Payment Report, found later in this section, is required to be submitted on a monthly basis throughout the entirety of the project. This report monitors the payments by providing a running tally of actual DBE attainments and compares this to the commitments. This report is submitted monthly throughout the entirety of the project. The Disadvantaged Business Enterprise (DBE)Participation Summary Form, must be completed and signed by the DBE firm and Prime Contractor upon completion of the project. The intent of this form is to confirm total payments made to DBE firms. or Each sub-contractor, supplier must electronically acknowledge payments from the prime prior to the submission of the next pay 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 Special Provisions SP-32 2019 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 promote the use of DBEs in all types of federally-assisted contracts and procurement activities; 7. To assist the development of firms that can compete successfully in the market place outside the DBE Program; and 8. To make appropriate use of the flexibility afforded to recipients of Federal financial assistance in establishing and providing opportunities for DBEs. 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: — Soliciting DBE participation through all reasonable and available means. This may include but not limited to phone, emails, social media,public advertisements, outreach to known certified DBE firms. — Researching the state's DBE directories to obtain a list of certified DBE firms. — Selecting portions of work that increases the likelihood that DBE firms will be available to participate. Special Provisions SP-33 2019 — 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 5 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. Bidder/offerors should make this request in writing to the Owner or their designated representative. 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. Termination of DBE Subcontracts (49 CFR§ 26.53(f))— The prime contractor must not terminate a DBE subcontractor listed in response to the Contractor's DBE Plan and DBE Letter of Intent Forms (or an approved substitute DBE firm) without prior written consent of the Owner. This includes,but is not limited to, instances in which the prime contractor seeks to perform work originally designated for a DBE subcontractor with its own forces or those of an affiliate, a non-DBE firm, or with another DBE firm. The prime contractor shall utilize the specific DBEs listed to perform the work and supply the materials for which each is listed unless the contractor obtains written consent the Owner. Unless the Owner consent is provided,the prime contractor shall not be entitled to any payment for work or material unless it is performed or supplied by the listed DBE. The Owner may provide such written consent only if the Owner agrees, for reasons stated in the concurrence document,that the prime contractor has good cause to terminate the DBE firm. For purposes of this paragraph,good cause includes the circumstances listed in 49 CFR§26.53. Before transmitting to the Owner 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 the Owner, 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 the Owner and the contractor of the reasons, if any,why it objects to the proposed termination of its subcontract and why the Owner should not approve the prime contractor's action. If required in a particular case as a matter of public necessity (e.g., safety),the Owner may provide a response period shorter than five days. Special Provisions SP-34 2019 In addition to post-award terminations,the provisions of this section apply to preaward 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 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. F. Fostering Small Business Participation (49 CFR Part 26, §26.39). 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 Special Provisions SP-35 2019 substance of this clause in all sub-tier contracts exceeding$10,000 that involve driving a motor vehicle in performance of work activities associated with the project. A14 PROHIBITION ON CERTAIN TELECOMMUNICATIONS AND VIDEO SURVEILLANCE SERVICES OR EQUIPMENT Contractor and Subcontractor agree to comply with mandatory standards and policies relating to use and procurement of certain telecommunications and video surveillance services or equipment in compliance with the National Defense Authorization Act [Public Law 115-232 § 889(fl(1)]. A15 DRUG FREE WORKPLACE REQUIREMENTS 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, sexual orientation,gender identity, 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 consideration for employment without regard to race,color,religion, sex, sexual orientation,gender identity, or national origin. (3) The contractor will not discharge or in any other manner discriminate against any employee or applicant for employment because such employee or applicant has inquired about, discussed, or disclosed the compensation of the employee or applicant or another employee or applicant. This provision shall not apply to instances in which an employee who has access to the compensation information of other employees or applicants as a part of such employee's essential job functions discloses the compensation of such other employees or applicants to individuals who do not otherwise have access to such information,unless such disclosure is in response to a formal complaint or charge, in furtherance of an investigation,proceeding,hearing, or action,including an investigation Special Provisions SP-36 2019 conducted by the employer,or is consistent with the contractor's legal duty to furnish information. (4) 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 by the agency contracting officer, advising the labor union or workers' representative of the Contractor's commitments under this section 202 of Executive Order 11246 of September 24, 1965,and shall post copies of the notice in conspicuous places available to employees and applicants for employment. (5) 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 . (6) The Contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by the rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules,regulations, and orders. (7) In the event of the Contractor's noncompliance with the nondiscrimination clauses of this contract or with any such 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 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. (8) The Contractor will include the provisions of paragraphs (1)through(8)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 may be directed by the Secretary of Labor as a means of enforcing such provisions, including sanctions for noncompliance: Provided,however,that in the event the contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction,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; Special Provisions SP-37 2019 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 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 must 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 areas 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. Special Provisions SP-38 2019 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 nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period,and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must 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. 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 therefor, 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 woman 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. Special Provisions SP-39 2019 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. 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 work force. 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. Special Provisions SP-40 2019 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 nonsegregated 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 group 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. 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,the Contractor may be in violation of the Executive Order if a 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, sexual orientation, gender identity, 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. Special Provisions SP-41 2019 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 numbers, 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). All FEDERAL FAIR LABOR STANDARDS ACT (FEDERAL MINIMUM WAGE) 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 Special Provisions SP-42 2019 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. 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. Special Provisions SP-43 2019 The list of EPA-designated items is available at www.epa.gov/smm/comprehensive- procurement-guide line s-con struction-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. 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; Special Provisions SP-44 2019 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 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 Special Provisions SP-45 2019 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. A28 DOMESTIC PREFERENCES FOR PROCUREMENTS CERTIFICATION REGARDING DOMESTIC PREFERENCES FOR PROCUREMENTS The Bidder or Offeror certifies by signing and submitting this bid or proposal that,to the greatest extent practicable,the Bidder or Offeror has provided a preference for the purchase, acquisition, or use of goods,products, or materials produced in the United States (including, but not limited to, iron, aluminum, steel, cement, and other manufactured products) in compliance with 2 CFR§ 200.322. SP 70-24 New York State Department of Transportation (NYSDOT) standard clauses for New York state contracts. The following verbiage is included verbatim from Appendix A, Standard Clauses for New York State Contracts, latest edition, as required by New York State Department of Transportation grant assurances: STANDARD CLAUSES FOR NYS CONTRACTS 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 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. Special Provisions SP-46 2019 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.E-a). However, such pre-approval shall not be required for any contract established as a centralized contract through the Office of General Services or for a purchase order or other transaction issued under such centralized contract. 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(including gender identity or expression), national origin, sexual orientation, military status, age, disability, predisposing genetic characteristics, marital status or domestic violence victim 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 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 Special Provisions SP-47 2019 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 permitted 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 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 3-a 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 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 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 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 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 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 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 Special Provisions SP-48 2019 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) Identification Number(s). Every invoice or New York State Claim for Payment submitted to a New York State agency by a payee, for payment for the sale of goods or services or for transactions (e.g., leases, easements, licenses, etc.) related to real or personal property must include the payee's identification number. The number is any or all of the following: (i) the payee's Federal employer identification number, (ii) the payee's Federal social security number, and/or (iii)the payee's Vendor Identification Number assigned by the Statewide Financial System. Failure to include such number or numbers may delay payment.Where the payee does not have such number or numbers,the payee,on its invoice or Claim for Payment,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 the Statewide Financial System by the Vendor Management Unit within the Bureau of State Expenditures, Office of the State Comptroller, 110 State Street,Albany,New York 12236. 12. EOUAL EMPLOYMENT OPPORTUNITIES FOR MINORITIES AND WOMEN. In accordance with Section 312 of the Executive Law and 5 NYCRR 143, if this contract is: (i) a written agreement or purchase order instrument, providing for a total expenditure in excess of $25,000.00, 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 Special Provisions SP-49 2019 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 the following shall apply and by signing this agreement the Contractor certifies and affirms that it is Contractor's equal employment opportunity policy that: (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, shall make and document its conscientious and active efforts to employ and utilize minority group members and women in its work force on State contracts 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, 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 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. 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(n)employment outside New York State. 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 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 Department of Economic Development's Division of Minority and Women's Business Development pertaining hereto. 13. CONFLICTING TERMS. In the event of a conflict between the terms of the contract(including any and all attachments thereto and amendments thereof) and the terms of this Appendix A, the terms of this Appendix A shall control. 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. Special Provisions SP-50 2019 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. 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 Albany,New York 12245 Telephone: 518-292-5100 Special Provisions SP-51 2019 Fax: 518-292-5884 email: opakesd.ny,gov 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 633 Third Avenue New York,NY 10017 212-803-2414 email: mwbecertificationkesd.ny_gov https://n. .n�ycontracts.com/FrontEndNendorSearchPublic.asp 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). Special Provisions SP-52 2019 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 1391 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 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. 26. IRAN DIVESTMENT ACT. By entering into this Agreement, Contractor certifies in accordance with State Finance Law §165-a that it is not on the "Entities Determined to be Non- Responsive Bidders/Offerers pursuant to the New York State Iran Divestment Act of 2012" ("Prohibited Entities List")posted at: hitp://www.ogs.U.Rov/about/regs/docs/ListofEntities.pdf Contractor further certifies that it will not utilize on this Contract any subcontractor that is identified on the Prohibited Entities List. Contractor agrees that should it seek to renew or extend this Contract, it must provide the same certification at the time the Contract is renewed or extended. Contractor also agrees that any proposed Assignee of this Contract will be required to certify that it is not on the Prohibited Entities List before the contract assignment will be approved by the State. During the term of the Contract, should the state agency receive information that a person (as defined in State Finance Law §165-a)is in violation of the above-referenced certifications,the state agency will review such information and offer the person an opportunity to respond. If the person fails to demonstrate that it has ceased its engagement in the investment activity which is in violation of the Act within 90 days after the determination of such violation,then the state agency shall take such action as may be appropriate and provided for by law, rule, or contract, including, but not limited to, imposing sanctions, seeking compliance, recovering damages, or declaring the Contractor in default. The state agency reserves the right to reject any bid, request for assignment, renewal or extension for an entity that appears on the Prohibited Entities List prior to the award, assignment,renewal or extension of a contract, and to pursue a responsibility review with respect to any entity that is awarded a contract and appears on the Prohibited Entities list after contract award. Special Provisions SP-53 2019 SP 70-25 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. 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. Special Provisions SP-54 2019 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 parry 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. SP-70-26 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. Special Provisions SP-55 2019 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. SP 70-27 Compliance with New York State Labor Law §220-i. This contract is for a public work and is a covered project as set forth in Labor Law § 220-1,the Contractor shall at all times comply with, and shall require its subcontractors (if any)to comply with, Labor Law § 220-1. The Contractor and its subcontractors (if any) shall at all times be registered by the Department of Labor as set forth in Labor Law § 220-1. Should the registration of the Contractor or its subcontractors (if any) lapse during the term of the contract or subcontract,the Contractor and its subcontractors shall be subject to Labor Law § 220- 1(5). Should a Contractor or subcontractor be determined by the Department of Labor to be unfit to be registered by the Department of Labor during the term of the contract or subcontract,then its work may continue only if a monitor is appointed to oversee the work completed at the sole expense of the Contractor or its subcontractor,as applicable. Such monitor must be approved by the Department of Labor. Each bidder must submit its Department of Labor-issued certificate of registration with its bid. SP 90-12 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. SP 90-13 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 RPR 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. Special Provisions SP-56 2019 DISADVANTAGED BUSINESS ENTERPRISE DBE PARTICIPATION SUMMARY (Submit one form for each DBE Firm.) Airport Name: Elizabeth Field Airport AIP No. 3-36-0029-031-2024 Project Name: Airfield Lighting.Sienage&NAVAID Rehabilitation Contractor: Address: City: State: Zip: Contact Name: Phone: Email: DBE Firm: Address: City: State: Zip: Contact Name: Phone: Email: Each DBE Firm shall submit evidence(such as a photocopy)of their certification status. Classification: ❑ Prime Contractor ❑ Supplier/Dealer ❑ Manufacturer ❑ Supplier/Distributor ❑ Subcontractor ❑ Joint Venture ❑ Black American ❑ Asian-Pacific American ❑ Hispanic American ❑ Non-Minority Women Disadvantaged Group (check one): ❑ Native American ❑Subcontinent Asian American ❑ Other(Please specify): Summary of workperformed: Description of work NAICS Amount Paid to DBE Contractor's Affirmation: The Contractor utilized the above-named DBE Firm for the work items described above. Initial Contract Amount: Difference: Explanation of Difference:(Additional documentation may be requested) Contractor's Signature Title Date DBE Firm's Affirmation: The above-named DBE Firm affirms that is has performed the work it was contracted to perform,as listed above and was paid in full as stated above. DBE Firm's Signature Title Date Special Provisions SP-57 2019 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: Airfield Lighting, Signage &NAVAID Rehabilitation Airport Name: Elizabeth Field Airport AIP No.: 3-36-0029-031-2024 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 RPR? Yes No Not sure 3. Have you been paid by the contractor you subcontracted with for the work you performed? Yes No 4. 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: Special Provisions SP-58 2019 MONTHLY PAYMENT REPORT Name of Contractor's Firm: Project Name/Location: FAA AIP Project No.: Subcontractor/DBE DBE Subcontractor Pay Payment Amount Amount Current Total Previous Previous Total Supplier Name* Y/N Contract App Period Date Invoiced Paid Retainage Retainage Payment Payment Payment Amount # (From-To) To Date To Date Amount Amount Date Amount to Date *ALL Subcontractors Must Be Listed—ONLY DBE Suppliers Must Be Listed Signature of Contractor's Representative Print Contractor's Representative Date Special Provisions SP-59 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,job 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 All 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.goy 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.goy. in the same establishment. 2019 Employers Holding Federal Contracts or Subcontracts Applicants to and employees of companies with a Federal government contractor 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 Public0dol.a2v,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 11109) 2019 FEDERAL WAGE RATES 2019 "General Decision Number: NY20250012 01/03/2025 Superseded General Decision Number: NY20240012 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: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658. Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(1). JIf the contract is entered Executive Order 14026 linto on or after January 30, generally applies to the 12022, or the contract is contract. renewed or extended (e.g., an The contractor must pay loption is exercised) on or all covered workers at after January 30, 2022: least $17.75 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 2025. JIf the contract was awarded onl . Executive Order 13658 for between January 1, 2015 andl generally applies to the January 29, 2022, and the contract. contract is not renewed or The contractor must pay alll lextended on or after January covered workers at least 130, 2022: 1 $13.30 per hour (or the applicable wage rate listed) on this wage determination, 1 if it is higher) for all hours spent performing on that contract in 2025. 1 1 1 1 The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request. Additional information on contractor requirements and worker protections under the Executive Orders is available at http://www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/03/2025 ASBE0012-001 06/01/2024 Rates Fringes Asbestos Workers/Insulator Includes application of all insulating materials, protective coverings, coatings and finishes to all types of mechanical systems. . . . . . . . . . . . . . . . . . . . .$ 71.01 36.06 HAZARDOUS MATERIAL HANDLER. . . . . . .$ 40.75 19.20 ---------------------------------------------------------------- BOIL0005-001 01/01/2024 Rates Fringes BOILERMAKER. . . . . . . . . . . . . . . . . . . . . .$ 67.38 49.33+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 07/01/2024 Rates Fringes BRICKLAYER. . . . . . . . . . . . . . . . . . . . . . .$ 67.39 35.90 MASON - STONE. . . . . . . . . . . . . . . . . . . .$ 69.91 44.02 ---------------------------------------------------------------- CARP0290-001 07/01/2024 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. . . . . . . . . . . . . . . . . . . . .$ 52.07 33.77 Heavy & Highway. . . . . . . . . . . . .$ 52.07 33.77 Residential. . . . . . . . . . . . . . . . .$ 33.88 22.01 ---------------------------------------------------------------- CARP0740-001 07/01/2024 Rates Fringes MILLWRIGHT. . . . . . . . . . . . . . . . . . . . . . .$ 59.35 58.67 ---------------------------------------------------------------- CARP1556-008 07/01/2024 Rates Fringes Carpenters: DIVERS TENDERS. . . . . . . . . . . . . .$ 55.00 55.84 DIVERS. . . . . . . . . . . . . . . . . . . . . .$ 75.46 55.84 DOCKBUILDERS. . . . . . . . . . . . . . . .$ 60.59 55.84 PILEDRIVERMAN. . . . . . . . . . . . . . .$ 60.59 55.84 ---------------------------------------------------------------- CARP1556-011 07/01/2024 Rates Fringes Carpenters: TIMBERMEN. . . . . . . . . . . . . . . . . . .$ 55.59 55.41 ---------------------------------------------------------------- CARP2287-003 07/01/2024 Rates Fringes CARPENTER Soft Floor Layers. . . . . . . . . . .$ 57.05 48.33 ---------------------------------------------------------------- ELECO025-001 04/27/2024 Rates Fringes ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 61.75 18%+33.31 ---------------------------------------------------------------- ELECO025-002 04/27/2024 Rates Fringes Electricians: Maintenance Unit. . . . . . . . . . . .$ 46.79 14%+22.63 Telephone Unit. . . . . . . . . . . . . .$ 41.68 18%+23.36 Wiring for single or multiple family dwellings and apartments up to and including 3 stories. . . . . . . . .$ 37.25 13%+18.92 ---------------------------------------------------------------- ELEC1049-002 03/31/2024 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. . . . . . . . . . . . . . . . . .$ 40.72 28.86 Heavy Equipment Operator. . .$ 54.29 33.28 Lineman & Cable Splicer. . . .$ 67.86 37.70 Material Man. . . . . . . . . . . . . . .$ 59.04 34.82 ---------------------------------------------------------------- ELEV0001-002 03/17/2022 Rates Fringes ELEVATOR MECHANIC Elevator Constructor. . . . . . . .$ 75.14 47.446+a+b Modernization and Repair. . . .$ 59.09 45.564+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 4% 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. ---------------------------------------------------------------- ENGIO138-001 06/01/2024 BUILDING CONSTRUCTION Rates Fringes Power equipment operators: GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 77.79 39.65 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 73.91 39.65 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 71.33 39.65 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 54.56 39.65 GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 52.29 39.65 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) ---------------------------------------------------------------- ENGIO138-002 06/01/2024 HEAVY & HIGHWAY Rates Fringes Power equipment operators: GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 81.94 39.90+a GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 76.72 39.90+a GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 74.07 39.90+a GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 56.88 39.90+a GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 54.56 39.90+a GROUP 6. . . . . . . . . . . . . . . . . . . . .$ 39.30 12.50+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 07/01/2024 Rates Fringes IRONWORKER METALLIC LATHERS AND REINFORCING IRONWORKERS. . . . .$ 56.95 44.30 ---------------------------------------------------------------- IRON0197-001 07/01/2024 Rates Fringes IRONWORKER STONE DERRICKMAN. . . . . . . . . . . .$ 60.40 60.14 ---------------------------------------------------------------- IRON0361-001 07/01/2024 Rates Fringes IRONWORKER (STRUCTURAL). . . . . . . . . .$ 58.20 89.27 ---------------------------------------------------------------- IRON0580-001 07/01/2024 Rates Fringes IRONWORKER, ORNAMENTAL. . . . . . . . . . .$ 47.65 65.75 ---------------------------------------------------------------- LAB00066-001 07/01/2024 BUILDING Rates Fringes Laborers: Laborers. . . . . . . . . . . . . . . . . . . .$ 44.30 31.64 Plasterers Tenders. . . . . . . . . .$ 40.80 30.04 ---------------------------------------------------------------- LAB00078-001 01/01/2024 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) . . . . . . . . .$ 40.55 19.90 ---------------------------------------------------------------- LAB01298-001 06/01/2023 HEAVY & HIGHWAY Rates Fringes Laborers: Asphalt Rakers; Formsetters.$ 51.43 35.98+a Asphalt Shovelers, Roller Boys & Tampers. . . . . . . . . . . . . .$ 49.96 35.98+a Regular Laborers. . . . . . . . . . . .$ 45.49 35.98+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 10% 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. ---------------------------------------------------------------- PAIN0009-002 05/01/2024 Rates Fringes PAINTER GLAZIERS. . . . . . . . . . . . . . . . . . . .$ 49.00 55.75 Painters, Drywall Finishers.$ 44.00 42.44 Spray, Scaffold, Sandblasting. . . . . . . . . . . . . . . .$ 47.00 42.44 ---------------------------------------------------------------- PAIN0806-010 10/01/2024 Rates Fringes Painters: Stuctural Steel and Bridge. .$ 56.25 55.14 ---------------------------------------------------------------- PAIN1974-002 07/28/2024 Rates Fringes Painters: DRYWALL TAPERS/POINTERS. . . . .$ 48.47 33.71 ---------------------------------------------------------------- PLAS0262-003 08/01/2024 Rates Fringes PLASTERER. . . . . . . . . . . . . . . . . . . . . . . .$ 47.99 31.77 ---------------------------------------------------------------- PLAS0780-001 07/01/2024 Rates Fringes CEMENT MASON/CONCRETE FINISHER. . .$ 57.72 34.88 ---------------------------------------------------------------- PLUM0200-001 11/01/2024 Rates Fringes PLUMBER BUILDING CONSTRUCTION: . . . . . .$ 59.73 45.25 RESIDENTIAL CONSTRUCTION: . . .$ 29.96 13.41 ---------------------------------------------------------------- PLUM0638-001 07/01/2023 Rates Fringes PLUMBER SERVICE FITTERS. . . . . . . . . . . . .$ 41.75 14.00 SPRINKLER FITTERS, STEAMFITTERS. . . . . . . . . . . . . . . .$ 69.11 53.24 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. ---------------------------------------------------------------- ROOF0154-001 05/01/2024 Rates Fringes ROOFER. . . . . . . . . . . . . . . . . . . . . . . . . . .$ 50.25 41.61 ---------------------------------------------------------------- SHEE0028-002 11/02/2023 Rates Fringes SHEET METAL WORKER BUILDING CONSTRUCTION. . . . . . .$ 53.60 60.74 RESIDENTIAL CONSTRUCTION. . . .$ 35.79 25.37 ---------------------------------------------------------------- TEAM0282-002 07/01/2024 Rates Fringes TRUCK DRIVER. . . . . . . . . . . . . . . . . . . . .$ 43.745 55.6025+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. ---------------------------------------------------------------- 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 EO, 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 https://www.dol.gov/agencies/whd/government-contracts. 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) (iii)). ---------------------------------------------------------------- The body of each wage determination lists the classifications and wage rates that have been found to be prevailing for the type(s) of construction and geographic area covered by the wage determination. The classifications are listed in alphabetical order under rate identifiers indicating whether the particular rate is a union rate (current union negotiated rate), a survey rate, a weighted union average rate, a state adopted rate, or a supplemental classification rate. Union Rate Identifiers A four-letter identifier beginning with characters other than .—SU"", I'lluAVG"", ?SA?, or ?SC? denotes that a union rate was prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2024. PLUM is an identifier of the union whose collectively bargained rate 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. The date, 07/01/2024 in the example, is the effective date of the most current negotiated rate. Union prevailing wage rates are updated to reflect all changes over time that are reported to WHD in the rates in the collective bargaining agreement (CBA) governing the classification. Union Average Rate Identifiers The UAVG identifier indicates that no single rate prevailed for those classifications, but that 100% of the data reported for the classifications reflected union rates. EXAMPLE: UAVG-OH-0010 01/01/2024. UAVG indicates that the rate is a weighted union average rate. OH indicates the State of Ohio. The next number, 0010 in the example, is an internal number used in producing the wage determination. The date, 01/01/2024 in the example, indicates the date the wage determination was updated to reflect the most current union average rate. A UAVG rate will be updated once a year, usually in January, to reflect a weighted average of the current rates in the collective bargaining agreements on which the rate is based. Survey Rate Identifiers The ""SU"" identifier indicates that either a single non-union rate prevailed (as defined in 29 CFR 1.2) for this classification in the survey or that the rate was derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As a weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SUFL2022-007 6/27/2024. SU indicates the rate is a single non-union prevailing rate or a weighted average of survey data for that classification. FL indicates the State of Florida. 2022 is the year of the 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. The date, 6/27/2024 in the example, indicates the survey completion date for the classifications and rates under that identifier. ?SU? wage rates typically remain in effect until a new survey is conducted. However, the Wage and Hour Division (WHD) has the discretion to update such rates under 29 CFR 1.6(c)(1). State Adopted Rate Identifiers The ""SA"" identifier indicates that the classifications and prevailing wage rates set by a state (or local) government were adopted under 29 C.F.R 1.3(g)-(h) . Example: SAME2023-007 01/03/2024. SA reflects that the rates are state adopted. ME refers to the State of Maine. 2023 is the year during which the state completed the survey on which the listed classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. The date, 01/03/2024 in the example, reflects the date on which the classifications and rates under the ?SA? identifier took effect under state law in the state from which the rates were adopted. ----------------------------------------------------------- WAGE DETERMINATION APPEALS PROCESS 1) Has there been an initial decision in the matter? This can be: a) a survey underlying a wage determination b) an existing published wage determination c) an initial WHD letter setting forth a position on a wage determination matter d) an initial conformance (additional classification and rate) determination On survey related matters, initial contact, including requests for summaries of surveys, should be directed to the WHD Branch of Wage Surveys. Requests can be submitted via email to davisbaconinfo@dol.gov or by mail to: Branch of Wage Surveys Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 Regarding any other wage determination matter such as conformance decisions, requests for initial decisions should be directed to the WHD Branch of Construction Wage Determinations. Requests can be submitted via email to BCWD-Office@dol.gov or by mail 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 an initial decision has been issued, then any interested party (those affected by the action) that disagrees with the decision can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7) . Requests for review and reconsideration can be submitted via email to dba.reconsideration@dol.gov or by mail to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and any information (wage payment data, project description, area practice material, 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. ---------------------------------------------------------------- ---------------------------------------------------------------- END OF GENERAL DECISION" STATE WAGE RATES 2019 ��OF NEWS d � x Kathy Hochul, Governor Roberta Reardon,Commissioner �MENT 0' Town of Southold Schedule Year 2024 through 2025 John Frazee Date Requested 02/12/2025 499 Col. Eileen Collins Blvd. PRC# 2025001774 Syracuse NY 13212 Location Elizabeth Field Airport Project ID# 211.022.001 Project Type Airfield lighting, signage, and navigational aid rehabilitation. 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 Rate Case Number (PRC#) has been assigned to the schedule(s) for your project. The schedule is effective from July 2024 through June 2025. 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.ny.gov. 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.ny.gov. PW 200 Ask.PWAsk@labor.ny.gov 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. 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 12226; 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 1st through June 30th of the following year. The annual determination is available on the NYSDOL website www.labor.ny.gov. Payrolls and Payroll Records Every contractor and subcontractor MUST keep original payrolls or transcripts subscribed and affirmed as true under penalty of perjury. As per Article 6 of the Labor law, contractors and subcontractors are required to establish, maintain, and preserve for not less than six (6)years, contemperaneous, true, and accurate payroll records. At a minimum, payrolls must show the following information for each person employed on a public work project: Name, Address, Last 4 Digits of Social Security Number, Classification(s) 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 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, but 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). 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 1st. 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 smaller than 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 or is performing work outside the classification of work for which the apprentice is indentured, 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 12226 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 or 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) ). 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. A p P C7 e r rx Kathy Hochul, Governor 9,p """'°` �F Roberta Reardon,Commissioner '1�NT Town of Southold Schedule Year 2024 through 2025 John Frazee Date Requested 02/12/2025 499 Col. Eileen Collins Blvd. PRC# 2025001774 Syracuse NY 13212 Location Elizabeth Field Airport ProjectID# 211.022.001 Project Type Airfield lighting,signage,and navigational aid rehabilitation. 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) Heating/Ventilation [ ] (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 12226 www.labor.ny.gov. PW 16 Ask.PWAsk@labor.ny.gov Social Security Numbers on Certified Payrolls: 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' concern regarding 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. This change does not affect the Department's ability to request and receive the entire social security number from employers during its public work/ prevailing wage investigations. Construction Industry Fair Play Act: Required Posting for Labor Law Article 25-B § 861-d Construction industry employers must post the "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. The posting is included as part of this wage schedule. Additional copies may be obtained from the NYS DOL website, https://dol.ny.gov/public-work-and-prevailing-wage 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.misclassifieda-labor.ny.gov . Worker Notification: (Labor Law §220,paragraph a of subdivision 3-a) Effective June 23, 2020 This provision is an addition to the existing 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 and supplement 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 receiving the proper prevailing rate of wages and/or supplements for his/her job classification. The required notification will be provided with each wage schedule, may be downloaded from our website www.labor.ny.gov or be made available upon request by contacting the Bureau of Public Work at 518-457-5589. *In the event the required information will not fit on the pay stub, an accompanying sheet or attachment of the information will suffice. (12.20) 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. 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 noted 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 12226 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. WWYORK Department STATE OF OPP�RiI1N1TY. of Labor Required Notice under Article 25-B of the Labor Law 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 • 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. These include: • Unemployment Insurance benefits, if you are unemployed through no fault of your own, able to work, and otherwise qualified, • Workers' compensation benefits for on-the-job injuries, • Payment for wages earned, minimum wage, and overtime (under certain conditions), • Prevailing wages on public work projects, • The provisions of the National Labor Relations Act, and • 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 and Unemployment Insurance contributions required by New York State and Federal Law. Penalties for paying workers 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 or 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 (866) 435-1499 or send an email to dol.misclassified(a-)-labor.ny.gov. All complaints of fraud and violations are taken seriously. You can remain anonymous. Employer Name: IA 999 (09/16) WE ARE YOUR DOL New York State Department of Labor �Department YORKBureau of • Work ofLabor Attention Employees 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. Your pay stub and wage notice received upon hire must clearly state your wage rate and supplement rate. Chapter 629 of These wages are set by law and must be posted at the the Labor Laws work site. They can also be found at: of 2007: https://dol.ny.gov/bureau-public-work ❑f ~❑� If you feel that you have not received proper wages or benefits, r 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) 568-5287 * For New York City government agency construction projects, please contact the Office of the NYC Comptroller at (212) 669-4443, or www.comptroller.nvc.gov — click on Bureau of Labor Law. Contractor Name: Project Location: PW 101 (08/23) Requirements for OSHA 10 Compliance Article 8§220-h requires that when the advertised specifications,for every contract for public work, is$250,000.00 or more the contract 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- 457-5589. WICKS Public work projects are subject to the Wicks Law requiring separate specifications and bidding for the plumbing, heating and electrical work,when the total project's threshold is$3 million in Bronx, Kings, New York, Queens and, Richmond counties;$1.5 million in Nassau,Suffolk and Westchester counties;and$500,000 in all other counties. For projects below the monetary threshold, bidders must submit a sealed list naming each subcontractor for the plumbing, HVAC and electrical and the 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 or the use of a Project Labor Agreement(PLA),and must be open to public inspection. Allows the state and local agencies and authorities to waive the Wicks Law and 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 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 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 requirement s on projects,and may issue stop- bid orders against 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 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. Contractors must pay subcontractors within a 7 days period. (07.19) Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 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 project 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.ny.gov)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 18 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Title(Trade) Ratio Boilermaker(Construction) 1:1,1:4 Boilermaker(Shop) 1:1,1:3 Carpenter(Bldg.,H&H, Pile Driver/Dockbuilder) 1:1,1:4 Carpenter(Residential) 1:1,1:3 Electrical(Outside)Lineman 1:1,1:2 Electrician(Inside) 1:1,1:3 Elevator/Escalator Construction& Modernizer 1:1,1:2 Glazier 1:1,1:3 Insulation&Asbestos Worker 1:1,1:3 Iron Worker 1:1,1:4 Laborer 1:1,1:3 Mason 1:1,1:4 Millwright 1:1,1:4 Op Engineer 1:1,1:5 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 1:1,1:2 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 12226 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 19 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County Suffolk County General Construction Asbestos Worker 02/01/2025 JOB DESCRIPTION Asbestos Worker DISTRICT 4 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per Hour: 07/01/2024 Asbestos Worker $47.25 Removal&Abatement Only' NOTE:'On Mechanical Systems that are NOT to be SCRAPPED. SUPPLEMENTAL BENEFITS Per Hour: Asbestos Worker $ 13.65 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 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 $ 13.65 4-12a-Removal Only Boilermaker 02/01/2025 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: 07/01/2024 01/01/2025 Boilermaker $67.38 $68.88 Repairs&Renovations 67.38 68.88 Repairs&Renovation: Includes Repairing, Renovating replacement of parts to an existing unit(s). SUPPLEMENTAL BENEFITS Per Hour: Boilermaker 33.5%of hourly 33.5%of Hourly Repair&Renovations Wage Paid Wage Paid +$26.85 +$26.85 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('B, O,"U)on OVERTIME PAGE Note:'Includes 9th& 10th hours, double for 11 th or more. " Labor Day ONLY, if worked. Page 20 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County Repairs&Renovation see(B,E,Q)on OT Page HOLIDAY Paid: See(1)on HOLIDAY PAGE Overtime: See(5,6, 11, 12, 15,25,26,29)on HOLIDAY PAGE REGISTERED APPRENTICES Wage per hour: (1/2)Year Terms at the following percentage of Boilermaker's Wage 1 st 2nd 3rd 4th 5th 6th 7th 65% 70% 75% 80% 85% 90% 95% Supplemental Benefits Per Hour: 33.5%of Hourly 33.5%of Hourly Wage Paid Plus Wage Paid Plus Amount Below Amount Below 1 st Term $20.36 $20.36 2nd Term 21.28 21.28 3rd Term 22.22 22.22 4th Term 23.12 23.12 5th Term 24.07 24.07 6th Term 25.00 25.00 7th Term 25.93 25.93 NOTE: "Hourly Wage Paid"shall include any and all premium(s) 4-5 Broadband 02/01/2025 JOB DESCRIPTION Broadband DISTRICT 4 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per Hour: 07/01/2024 06/29/2025 Field Tech $52.40 $53.97 Install/Repair For outside work(excluding installation on building construction/alteration/renovation projects),stopping at first point of attachment (demarcation), installing/maintaining/repairing broadband internet service. SUPPLEMENTAL BENEFITS Per Hour: $23.24 OVERTIME PAY See(B, K,'R)on OVERTIME PAGE Note:'Two and one half times the hourly rate after the 8th hour HOLIDAY Paid: See(5,6, 7, 11, 12)on HOLIDAY PAGE 4-CWA-Dist1 Carpenter 02/01/2025 JOB DESCRIPTION Carpenter DISTRICT 8 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Putnam, Queens, Richmond, Rockland, Suffolk,Westchester WAGES Per hour: 07/01/2024 Piledriver $60.59 + 10.00' Dockbuilder $60.59 + 10.00' Page 21 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County *This portion of the benefit is NOT subject to the SAME PREMIUM as shown for overtime. SUPPLEMENTAL BENEFITS Per hour: Journeyworker $45.79 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 $26.98 $32.58 $40.96 $49.35 +5.50* +5.50* +5.50* +5.50* *This portion of the benefit is NOT subject to the SAME PREMIUM as shown for overtime. Supplemental benefits per hour: All Terms: $32.34 8-1556 Db Carpenter 02/01/2025 JOB DESCRIPTION Carpenter DISTRICT 8 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Rockland, Suffolk,Westchester WAGES Per hour: 07/01/2024 Carpet/Resilient Floor Coverer $55.05 +8.25* *This portion of the benefit is NOT subject to the SAME PREMIUM as shown for overtime. INCLUDES HANDLING& INSTALLATION OF ARTIFICIAL TURF AND SIMILAR TURF INDOORS/OUTDOORS. SUPPLEMENTAL BENEFITS Per hour: $39.45 OVERTIME PAY See(B, E, Q)on OVERTIME PAGE HOLIDAY Paid: See(18, 19)on HOLIDAY PAGE. Paid for 1st&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: 1 st 2nd 3rd 4th $25.20 $28.20 $32.45 $40.33 + 1.85* +2.35* +2.85* +3.85* *This portion of the benefit is NOT subject to the SAME PREMIUM as shown for overtime. Supplemental benefits per hour: Page 22 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County 1 st 2nd 3rd 4th $ 15.22 $ 16.22 $ 19.32 $20.32 8-2287 Carpenter 02/01/2025 JOB DESCRIPTION Carpenter DISTRICT 8 ENTIRE COUNTIES Bronx, Dutchess, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk,Westchester WAGES Per Hour: 07/01/2024 Marine Construction: Marine Diver $75.46 + 10.00* Marine Tender $55.00 + 10.00* *This portion of the benefit is NOT subject to the SAME PREMIUM as shown for overtime SUPPLEMENTAL BENEFITS Per Hour: Journeyworker $45.65 OVERTIME PAY See(B, E, E2, Q)on OVERTIME PAGE HOLIDAY Paid: See(18, 19)on HOLIDAY PAGE Overtime: See(5,6, 11, 13, 16, 18, 19,25)on HOLIDAY PAGE REGISTERED APPRENTICES Wages per hour: One(1)year terms. 1 st year $26.98 +5.50* 2nd year 32.58 +5.50* 3rd year 40.96 +5.50* 4th year 49.35 +5.50* *This portion of the benefit is NOT subject to the SAME PREMIUM as shown for overtime. Supplemental Benefits Per Hour: All terms $32.20 8-1456MC Carpenter 02/01/2025 JOB DESCRIPTION Carpenter DISTRICT 8 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Putnam, Queens, Richmond, Rockland, Suffolk,Westchester WAGES Per hour: 07/01/2024 Building Millwright $59.35 + 13.12* *This portion of the benefit is NOT subject to the SAME PREMIUM as shown for overtime. SUPPLEMENTAL BENEFITS Page 23 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County Per hour: Millwright $45.41 OVERTIME PAY See(B, E, Q)on OVERTIME PAGE HOLIDAY Paid: See(18, 19)on HOLIDAY PAGE 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: 1 St. 2nd. 3rd. 4th. $32.16 $37.61 $43.06 $53.96 +7.08* +8.25* +9.42* + 11.76* *This portion of the benefit is NOT subject to the SAME PREMIUM as shown for overtime. Supplemental benefits per hour: One(1)year terms: 1 St. 2nd. 3rd. 4th. $30.56 $33.09 $36.27 $40.69 8-740.1 Carpenter 02/01/2025 JOB DESCRIPTION Carpenter DISTRICT 8 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester WAGES Per Hour: 07/01/2024 Timberman $55.59 + 10.26* *This portion of the benefit is NOT subject to the SAME PREMIUM as shown for overtime. SUPPLEMENTAL BENEFITS Per Hour: 07/01/2024 $44.96 OVERTIME PAY See(B, E, E2, Q)on OVERTIME PAGE HOLIDAY Overtime: See(5,6, 11, 13,25)on HOLIDAY PAGE 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: One( 1 )year terms: 1 St 2nd 3rd 4th $24.96 $30.07 $37.72 $45.38 +5.55* +5.55* +5.55* +5.55* *This portion of the benefit is NOT subject to the SAME PREMIUM as shown for overtime. Supplemental benefits per hour: All terms $31.95 Page 24 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County 8-1556 Tm Carpenter 02/01/2025 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: 07/01/2024 Core Drilling: Driller $46.25 +3.25' Driller Helper $36.28 +3.25' Note: Hazardous Waste Pay Differential: For Level C, an additional 15%above wage rate per hour For Level B, an additional 15%above wage rate per hour For Level A, an additional 15%above wage rate per hour Note:When required to work on water:an additional$3.00 per hour. 'This portion of the benefit is NOT subject to the SAME PREMIUM as shown for overtime. SUPPLEMENTAL BENEFITS Per hour: Driller and Helper $30.24 OVERTIME PAY See(B, G, P)on OVERTIME PAGE HOLIDAY Paid: See(5,6)on HOLIDAY PAGE Overtime: See(5,6)on HOLIDAY PAGE 8-1536-CoreDriller Carpenter-Building/Heavy&Highway 02/01/2025 JOB DESCRIPTION Carpenter-Building/Heavy&Highway DISTRICT 4 ENTIRE COUNTIES Suffolk PARTIAL COUNTIES Nassau: Entire County EXCEPT for the portion of Nassau County that lies both west of Seaford Creek AND south of the Southern State Parkway. WAGES Per Hour: 07/01/2024 Carpenter (Building) $52.07 Carpenter (Heavy Highway) 52.07 SHIFT WORK ADD 15%to straight time hourly wage for NEW YORK STATE D.O.T.and other GOVERNMENTAL MANDATED Off-Shift Work. SUPPLEMENTAL BENEFITS Per Hour: Both Carpenter Categories $33.92 OVERTIME PAY See(B, E, Q)on OVERTIME PAGE Page 25 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County 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 Term $25.56 2nd Term 30.00 3rd Term 34.44 4th Term 38.88 Supplemental Benefits Per Hour: All Terms: $20.71 4-Reg.Council Nass/Suff Electrician 02/01/2025 JOB DESCRIPTION Electrician DISTRICT 4 ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: 07/01/2024 04/26/2025 Electrician: Electrical Maintenance $48.29 $49.79 Traffic Signal $49.25 $50.75 "PLEASE NOTE" Applicable to"EXISTING ELECTRICAL SYSTEMS"including, but not limited to TRAFFIC SIGNALS&STREET LIGHTING. Not used for addons. SUPPLEMENTAL BENEFITS Per Hour: Electrical Maintenance: 14%of Hourly 14%of Hourly Wage Paid +$23.78 Wage Paid +$25.27 Traffic Signal: 14%of Hourly 14%of Hourly Wage Paid +$24.16 Wage Paid +$25.42 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, 16,25,26)on HOLIDAY PAGE REGISTERED APPRENTICES Term(s)at the following Percentage of Journeyman(s)Wage: 1 st 6mo 40% 2nd 6mo 50% 2nd year 60% 3rd year 70% 4th year 80% 5th year 90% Supplemental Benefits: 07/01/2024 04/26/2025 1st6mo 5% + $5.32 5% + $5.63 2nd 6mo 10% +$6.20 10% +$6.57 2nd year 11% +$7.61 11% +$7.77 3rd year 12% +$9.96 12% +$10.53 4th year 13% +$13.93 13% +$14.70 Page 26 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County 5th year 14% +$17.63 14% +$18.58 NOTE: Percentages are on"Hourly Wage Paid" NOTE: "Hourly Wage Paid"shall include any and all premium(s)pay 4-25m Electrician 02/01/2025 JOB DESCRIPTION Electrician DISTRICT 4 ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: 07/01/2024 12/29/2024 Tree Trimmer/Remover Line Clearance Specialist $42.80 $44.51 Groundman' 25.67 26.70 These rates apply to all tree trimming/removal contracts including but not limited to"Electrical Line Clearance"/"Long Island Railroad Right of Ways". For Building Construction or Road/Highway Construction Contracts, Heavy&Highway Laborer and Operating Engineer classifications Apply. Note: Groundman Classification not to exceed 20%of the company(s)workforce on Project. Please contact local office for clarification. SUPPLEMENTAL BENEFITS Per Hour: 07/01/2024 12/29/2024 Tree Trimmer Line Clearance Specialist and Groundman $21.03 $22.90 OVERTIME PAY See(B, E, P, S)on OVERTIME PAGE HOLIDAY Paid: See(1)on HOLIDAY PAGE Overtime: See(5,6, 8, 16,23,24,25,26)on HOLIDAY PAGE 4-1049/Tree Electrician 02/01/2025 JOB DESCRIPTION Electrician DISTRICT 4 ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: 07/01/2024 Electrician/Wireman $61.75 Inside/Outside SUPPLEMENTAL BENEFITS Per Hour Electrician/Wireman 18%of Hourly (all categories) Wage Paid +$34.43 NOTE: "Hourly Wage Paid"shall include any and all premium[s] OVERTIME PAY See(B, E, E2, Q,V)on OVERTIME PAGE HOLIDAY Paid: See(1)on HOLIDAY PAGE Overtime: See(5,6, 15, 16,25,26)on HOLIDAY PAGE REGISTERED APPRENTICES Terms at the following Percentage of Journeyman(s)Wage: Indentured BEFORE 4/25/2020: 1 st 6mnth 35% Page 27 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County 2nd 6mnth 35% 2nd year 40% 3rd year 45% 4th year 60% 5th year 75% Indentured AFTER 4/25/2020(6 month terms): 1 st 2nd 3rd 4th 5th 6th 7th 8th 9th 10th 35% 35% 37.5% 40% 42.5% 45% 50% 55% 65% 75% Supplemental Benefits Per Hour: 07/01/2024 Indentured BEFORE 04/25/2020: 1 st 6 Months 5% +$5.64 2nd 6 Months 10% +$6.97 3nd Year 11% +$8.21 4rd Year 12% +$9.64 5th Year 15% +$12.09 6th Year 16% +$19.11 Indentured AFTER 04/25/2020(6 month terms): 1 st 5%+$5.64 2nd 10% +$6.97 3rd 11% +$8.24 4th 12% +$9.57 5th 12% +$9.64 6th 12% +$9.68 7th 15% +$ 12.13 8th 15% +$ 12.15 9th 16% +$ 19.11 10th 16% +$ 19.17 NOTE: Percentages are on"Hourly Wage Paid" NOTE: "Hourly Wage Paid"shall include any and all premium(s). 4-25 Electrician 02/01/2025 JOB DESCRIPTION Electrician DISTRICT 4 ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: 07/01/2024 4/26/2025 Electrician Pump&Tank $47.15 $48.65 SUPPLEMENTAL BENEFITS Per Hour: Electrician Pump&Tank 18%of Hourly Wage 18%of Hourly Wage paid +$26.00 paid +27.24 'Wage Paid includes any and all Premiums OVERTIME PAY See(B, E, Q)on OVERTIME PAGE HOLIDAY Overtime: See(5,6, 16,25)on HOLIDAY PAGE REGISTERED APPRENTICES 1 Year Terms at the Following: Per Hour: 1 st 2nd 3rd 4th $18.53 $19.53 $20.53 $21.53 SUPPLEMENTAL BENEFITS Per Hour: Page 28 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County 1 st 5%of*Hourly Wage paid +$7.03 2nd 8%of*Hourly Wage paid+$7.93 3rd 8%of*Hourly Wage paid +$8.40 4th 8%Of*Hourly Wage paid +$9.90 'Wage Paid includes any and all Premiums 4-25 Pump&Tank Electrician 02/01/2025 JOB DESCRIPTION Electrician DISTRICT 4 ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: 07/01/2024 Telephone and Integrated Tele-Data System Electrician $41.68 This rate classification applies to ALL Voice, Data&Video work.: Excluding Fire Alarm Systems and Energy Management 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 Electrician 18%of Hourly Wage Paid +$23.61 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, 16,25,26)on HOLIDAY PAGE 4-25tela Electrician Lineman 02/01/2025 JOB DESCRIPTION Electrician Lineman DISTRICT 4 ENTIRE COUNTIES Nassau, Queens, Suffolk WAGES For Utility Distribution&Transmission Line Construction: Per Hour: 07/01/2024 Lineman/Splicer $65.25 Material Man 56.77 Heavy Equip. Operator 52.20 Groundman 39.15 Flagman 29.36 For Natural Gasline Construction Per Hour: Journeyman U.G.Mech $57.63 SUPPLEMENTAL BENEFITS Per Hour: Utility Distribution&Transmission Line Construction: All Classifications 07/01/2024 32.75%of Hourly Wage Paid + $15.04 Page 29 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County NOTE: "Hourly Wage Paid"shall include any and all premium(s)pay Natural Gasline Construction Per Hour: 07/01/2024 Journeyman U.G.Mech. 33.24 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: 07/01/2024 All Terms 31.75%of Hourly Wage Paid + $ 15.04 4-1049 Line/Gas Elevator Constructor 02/01/2025 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: 07/01/2024 03/17/2025 Elevator Constructor $80.35 $83.37 Modernization & Service/Repair 63.16 65.54 SUPPLEMENTAL BENEFITS Per Hour: Elevator Constructor $46.367 $47.654 Modernization & 45.217 46.470 Service/Repairs 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: Page 30 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County 6 MONTH TERMS: 1 st Term' 2nd &3rd Term' 4th&5th Term 6th&7th Term 8th&9th Term 50% 50% 55% 65% 75% *Note: 1 st,2nd, 3rd Terms are based on Average of the Constructor,the Modernization and the Service/Repair wage. Terms 4 thru 9 Based on Journeyman's wage of classification Working in. SUPPLEMENTAL BENEFITS: 07/01/2024 03/17/2025 Elevator Constructor 1 st Term $0.00 $0.00 2nd &3rd Term 36.15 36.90 4th&5th Term 37.19 37.99 6th&7th Term 38.80 39.70 8th&9th Term 40.41 41.40 Modernization & Service/Repair 1 st Term $0.00 $0.00 2nd &3rd Term 36.15 36.90 4th&5th Term 37.19 37.99 6th&7th Term 38.80 39.70 8th&9th Term 40.41 41.40 4-1 Glazier 02/01/2025 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: 07/01/2024 05/01/2025 Additional Glazier, Glass Tinting $63.28 $ 1.11' ' and Window Film Scaffolding, including 67.28 swing scaffold 'Mechanical Equipment 64.28 "Repair&Maintenance 30.76 'Mechanical equipment,scissor jacks, man lifts, booms&buckets 30'or more, but not pipe scaffolding. "Repair&Maintenance-All repair&maintenance work on a particular building whenever performed,where the total cumulative Repair& Maintenance contract value is under$193,000. ***To be allocated at a later date. SUPPLEMENTAL BENEFITS Per hour: 7/01/2024 Glazier, Glass Tinting $42.13 Window Film, Scaffolding and Mechanical Equipment Repair&Maintenance 24.62 OVERTIME PAY See(B, E, Q,V)on OVERTIME PAGE For'Repair&Maintenance'see(B, B2, I, S)on overtime page. HOLIDAY Paid: See(5,6, 16,25)on HOLIDAY PAGE Overtime: See(5,6, 16,25)on HOLIDAY PAGE For'Repair&Maintenance' Paid: See(5,6, 16,25) Overtime: See(5,6, 16,25) REGISTERED APPRENTICES Page 31 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County Wage per hour: (1)year terms at the following wage rates: 7/01/2024 1 st term $22.34 2nd term 30.64 3rd term 40.87 4th term 50.14 Supplemental Benefits: (Per hour) 1 st term $ 19.27 2nd term 27.34 3rd term 32.85 4th term 36.01 8-1087(DC9 NYC) Insulator-Heat&Frost 02/01/2025 JOB DESCRIPTION Insulator-Heat&Frost DISTRICT 4 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester WAGES Per Hour: 07/01/2024 Insulators Heat&Frost $71.01 SUPPLEMENTAL BENEFITS Per Hour: Insulators $36.76 Heat&Frost OVERTIME PAY See(B, E,'Q,V)on OVERTIME PAGE 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. Wages Per Hour: 1 st 2nd 3rd 4th $31.96 $39.06 $46.16 $53.26 Supplemental Benefits: $ 16.56 $20.23 $23.91 $27.06 4-12 Ironworker 02/01/2025 JOB DESCRIPTION Ironworker DISTRICT 9 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester WAGES Per Hour: 07/01/2024 01/01/2025 Additional Stone Derrickmen Rigger $75.40 $ 1.64- Stone Handset Derrickman 72.55 1.11' 'To be allocated at a later date. Page 32 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County SUPPLEMENTAL BENEFITS Per hour: Stone Derrickmen Rigger $45.52 Stone Handset 44.76 Derrickman OVERTIME PAY See A 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: Stone Derrickmen Rigger: 1 st 2nd 3rd 4th 07/01/2024 $37.20 $53.28 $59.32 $65.36 Supplemental Benefits: Per hour: 07/01/2024 23.27 34.39 34.39 34.39 Stone Handset: 1/2 year terms at the following hourly wage rate: 1 st 2nd 3rd 4th 07/01/2024 $35.78 $51.04 $56.79 $62.55 Supplemental Benefits: Per hour: 07/01/2024 22.95 34.08 34.08 34.08 9-197D/R Ironworker 02/01/2025 JOB DESCRIPTION Ironworker DISTRICT 4 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester WAGES Per Hour: 07/01/2024 01/01/2025 Ornamental $47.65 $47.90 Chain Link Fence 47.65 47.90 Guide Rail 47.65 47.90 SUPPLEMENTAL BENEFITS Per hour: Journeyworker: $66.29 $67.29 OVERTIME PAY See(B, B1, Q,V)on OVERTIME PAGE HOLIDAY Paid: See(1)on HOLIDAY PAGE Overtime: See(5,6,25)on HOLIDAY PAGE REGISTERED APPRENTICES 1 year terms 1 st Term $25.98 $26.45 2nd Term 28.45 28.97 3rd Term 30.80 31.36 4th Term 34.39 35.02 Supplemental Benefits per hour: Page 33 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County 1 st Term $ 16.29 $ 16.29 2nd Term 18.29 18.29 3rd Term 19.29 19.29 4th Term 20.29 20.29 4-580-Or Ironworker 02/01/2025 JOB DESCRIPTION Ironworker DISTRICT 4 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester WAGES PER HOUR: 07/01/2024 01/01/2025 Ironworker: Structural $57.20 $58.45 Bridges Machinery SUPPLEMENTAL BENEFITS PER HOUR PAID: Journeyman $89.85 $91.35 OVERTIME PAY See(B, B1, Q,'V)on OVERTIME PAGE *NOTE: Benefits are calculated for every hour paid. 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: 1 st $30.23 $30.36 2nd 30.83 30.96 3rd-6th 31.44 31.57 Supplemental Benefits PER HOUR PAID: 62.47 63.48 4-40/361-Str Ironworker 02/01/2025 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: 07/01/2024 Reinforcing& Metal Lathing $56.95 "Base"Wage 55.20 plus$ 1.75 "Base"Wage is used to calculate overtime hours only. SUPPLEMENTAL BENEFITS Per hour: Reinforcing& $44.63 Metal Lathing OVERTIME PAY Page 34 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County See(B, E, Q,'X)on OVERTIME PAGE 'Only$23.50 per Hour for non worked hours Supplemental Benefit Premiums for Overtime Hours worked: Time&One Half $51.13 Double Time 57.63 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: Prior to 01/01/2020: 1 st term 2nd term 3rd term 4th Term Wage Per Hour: $22.55 $28.38 $34.68 $37.18 "Base"Wage $21.00 $26.80 $33.10 $35.60 plus$1.55 plus$1.58 plus$1.58 plus$1.58 "Base"Wage is used to calculate overtime hours ONLY. SUPPLEMENTAL BENIFITS Per Hour: 1 st term 2nd term 3rd term 4th Term $18.17 $21.34 $22.00 $22.50 After 01/01/2020: 1 st term 2nd term 3rd term 4th Term Wage Per Hour: $22.55 $23.60 $24.60 $25.65 "Base"Wage $21.00 $22.00 $23.00 $24.00 plus$1.55 plus$1.60 plus$1.60 plus$1.65 "Base"Wage is used to calculate overtime hours ONLY. SUPPLEMENTAL BENIFITS Per Hour: 1 st term 2nd term 3rd term 4th Term $18.40 $17.40 $16.45 $15.45 4-46 Reinf Laborer-Building 02/01/2025 JOB DESCRIPTION Laborer-Building DISTRICT 4 ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: 07/01/2024 Building Laborer $44.30 Base Wage' 41.65 Base Wage is for Premium/Overtime calculations only($2.65 difference) SUPPLEMENTAL BENEFITS Per Hour: Building Laborer $32.06 Page 35 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County OVERTIME PAY See(B, E, Q)on OVERTIME PAGE See also(H)for Fire Watch on OVERTIME PAGE Asbestos Worker See(B, H) NOTE: Premium/Overtime is to be calculated on Base Wage Only Example-$41.65 x time and one half=$62.48+$2.65=$65.13 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 $ 18.42 2nd Term 23.54 3rd Term 29.08 4th Term 34.07 Benefits per hour 1 st Term $24.82 2nd Term 26.25 3rd Term 26.68 4th Term 26.89 4-66 Laborer-Building 02/01/2025 JOB DESCRIPTION Laborer-Building DISTRICT 4 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per Hour: 07/01/2024 01/06/2025 Asbestos, Lead $40.55 $41.15 and Hazardous Material Abatement Laborer (Re-Roofing Removal See Roofer) NOTE: Asbestos removed from Mechanical Systems not to be scrapped See Asbestos Worker SUPPLEMENTAL BENEFITS Per Hour: Laborer $20.10 $21.00 OVERTIME PAY See(B, B2, 1)on OVERTIME PAGE 07/01/2024-*Calculate at$39.00 per hour then add$1.55 01/06/2025-*Calculate at$39.25 per hour then add$1.90 HOLIDAY Paid: See(1)on HOLIDAY PAGE Overtime: See(5,6, 8,28)on HOLIDAY PAGE REGISTERED APPRENTICES 1000 hour terms at the following: Per Hour: 1 st Term $21.00* $21.48* 2nd Term 22.00** 22.48** 3rd Term 25.00*** 25.48*** Page 36 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County 4th Term 27.00**** 27.48**** SUPPLEMENTAL BENEFIT Per Hour: All Terms $ 14.35 $ 15.07 OVERTIME PAY: 07/01/2024 *Calculate at$20.00 per hour then add$1.00 -Calculate at$21.00 per hour then add$1.00 -Calculate at$24.00 per hour then add $1.00 ****Calculate at$26.00 per hour then add $1.00 01/06/2025 *Calculate at$21.20 per hour then add$1.28 **Calculate at$22.20 per hour then add$1.28 ***Calculate at$24.20 per hour then add $1.28 ****Calculate at$26.20 per hour then add $1.28 4-NYDC(78) Laborer-Heavy&Highway 02/01/2025 JOB DESCRIPTION Laborer-Heavy&Highway DISTRICT 4 ENTIRE COUNTIES Nassau, Suffolk WAGES Laborer(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(Non-Building),Traffic Control Personnel(flaggers) WAGES PER HOUR: 07/01/2024 06/01/2025 GROUP#1 Total Wage Paid $62.08 Additional "Base Wage" 52.83* $2.25/Hr** GROUP#2 Total Wage Paid 60.61 "Base Wage" 51.36* GROUP#3 Total Wage Paid 56.14 "Base Wage" 46.89* NOTE:*"Base Wage"for Premium/Overtime calculation Only. $9.25 is difference between"Base"and "Total'. (**)To be allocated at a later date for all groups. SHIFT WORK Additional 30%to"Base Wage"for all hours worked on New York State D.O.T.and/or other Government Mandated Off-Shift Work. Hazardous Material Work add an Additional 10%of base wage SUPPLEMENTAL BENEFITS Per Hour: ALL GROUPS $36.98 After Forty(40)paid hours in a work week OVERTIME PAY 21.74 OVERTIME PAY See(B, E2, F)on OVERTIME PAGE NOTES: Premium/Overtime Pay to be calculated on"Base Wage"ONLY Example Group#3:$46.89 X Time and One Half=$70.33+$9.25=$79.58 HOLIDAY Paid: See(1)on HOLIDAY PAGE Overtime: See(1)on HOLIDAY PAGE Page 37 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County REGISTERED APPRENTICES 1000 hour(s)Terms at the following Percentage 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 $36.98 After Forty(40)paid hours in a work Week 21.74 4-1298 Mason 02/01/2025 JOB DESCRIPTION Mason DISTRICT 4 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per Hour: 07/01/2024 Brick/Block Layer $67.14 Base Wage for OT Calculation $55.93 SUPPLEMENTAL BENEFITS Per Hour: Brick/Block Layer $34.90 OVERTIME PAY See(A, E, E2, Q)on OVERTIME PAGE Note: OT Calculated on Base Wage plus$ 11.21/hr. 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 Journey workers"Base Wage"plus$5.94/hr.: 1 st 2nd 3rd 4th 5th 50% 60% 70% 80% 90% Supplemental Benefits per hour: All Apprentices $24.70 4-1 Brk Mason -Building 02/01/2025 JOB DESCRIPTION Mason-Building DISTRICT 9 ENTIRE COUNTIES Nassau, Rockland, Suffolk,Westchester WAGES Per hour: 07/01/2024 12/02/2024 Tile Setters $63.91 $64.16 SUPPLEMENTAL BENEFITS Per Hour: $27.66- $28.11 +8.50 +8.51 This portion of benefits subject to same premium rate as shown for overtime wages. Page 38 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County OVERTIME PAY See(B, E, Q,V)on OVERTIME PAGE 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: (750 hour)term at the following wage rate: Term: 1 st 2nd 3rd 4th 5th 6th 7th 8th 9th 10th 1- 751- 1501- 2251- 3001- 3751- 4501- 5251- 6001- 6501- 750 1500 2250 3000 3750 4500 5250 6000 6750 7000 07/01/2024 $22.19 $27.21 $34.45 $39.46 $43.07 $46.58 $50.23 $55.24 $57.71 $62.00 12/02/24 $22.29 $27.35 $34.36 $39.41 $43.05 $46.60 $50.29 $55.33 $57.84 $62.20 Supplemental Benefits per hour: 1 st 2nd 3rd 4th 5th 6th 7th 8th 9th 10th 07/01/2024 $12.55- $12.55- $15.36- $15.36* $16.36- $17.86- $18.86- $18.86- $18.86- $24.11- +$.76 +$.81 +$.91 +$.96 +$1.43 +$1.48 +$1.91 +$1.97 +$4.57 +$5.18 12/02/24 $12.70- $12.70- $15.81- $15.81- $16.81- $18.31- $19.31- $19.31- $19.31- $24.56- +$.76 +$.81 +$.91 +$.96 +$1.43 +$1.48 +$1.91 +$1.97 +$4.57 +$5.18 *This portion of benefits subject to same premium rate as shown for overtime wages. 9-7/52A Mason -Building 02/01/2025 JOB DESCRIPTION Mason-Building DISTRICT 9 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester WAGES Building 07/01/2024 01/01/2025 Wages per hour: Mosaic&Terrazzo Mechanic $60.98 $61.33 Mosaic&Terrazzo Finisher 58.96 59.72 SUPPLEMENTAL BENEFITS Per hour: Mosaic&Terrazzo Mechanic $31.36- $31.46* +$9.78 +$10.39 Mosaic&Terrazzo Finisher $31.36- $31.46- +$9.77 +$10.38 'This portion of benefits subject to same premium rate as shown for overtime wages. OVERTIME PAY See(A, E, Q)on OVERTIME PAGE 07/01/2024-Deduct$7.00 from hourly wages before calculating overtime. 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. Page 39 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County REGISTERED APPRENTICES Wages Per hour: 1 st 2nd 3rd 4th 5th 6th 0- 1501- 3001- 3751- 4501- 5251- 1500 3000 3750 4500 5250 6000 07/01/2024 $25.19 $32.39 $38.18 $40.78 $49.00 $55.75 01/01/2025 25.36 32.60 39.95 41.09 49.37 56.15 Supplemental Benefits per hour: 07/01/2024 $7.12- $9.16- $17.22- $23.86- $24.86- $27.36- +3.43 +4.40 +5.87 +6.84 +7.83 +8.80 01/01/2025 $7.12* $9.16* $15.72- $23.86` $24.86* $27.36- +3.64 +4.67 +6.24 +7.27 +8.31 +9.35 'This portion of benefits subject to same premium rate as shown for overtime wages. 9-7/3 Mason -Buildinq 02/01/2025 JOB DESCRIPTION Mason-Building DISTRICT 9 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester WAGES Per hour: 07/01/2024 01/06/2025 Building-Marble Restoration: Marble, Stone& $47.72 $47.93 Terrazzo Polisher SUPPLEMENTAL BENEFITS Per Hour: Journeyworker: Building-Marble Restoration: Marble, Stone& Polisher $31.50 $31.86 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 REGISTERED APPRENTICES WAGES per hour: 900 hour term at the following wage: 1 st 2nd 3rd 4th 1- 901- 1801- 2701 900 1800 2700 07/01/2024 $33.40 $38.18 $42.94 $47.72 01/06/2025 33.54 38.34 43.13 47.93 Supplemental Benefits Per Hour: 07/01/2024 29.06 29.87 30.69 31.50 01/06/2025 29.59 30.34 31.11 31.86 9-7/24-M P Mason -Building 02/01/2025 Page 40 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County JOB DESCRIPTION Mason-Building DISTRICT 9 ENTIRE COUNTIES Bronx, Dutchess, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk, Sullivan, Ulster,Westchester WAGES Per Hour: 07/01/2024 01/06/2025 Marble Cutters&Setters $63.92 $64.21 SUPPLEMENTAL BENEFITS Per Hour: Journeyworker $40.05 $40.51 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: 750 hour terms at the following wage 1 st 2nd 3rd 4th 5th 6th 7th 8th 0- 3001- 3751- 4501- 5251- 6001- 6751- 7500+ 3000 3750 4500 5250 6000 6750 7500 07/01/2024 $27.01 $40.52 $43.88 $47.26 $50.64 $54.32 $60.71 $63.92 01/06/2025 $27.24 $40.84 $44.25 $47.63 $51.05 $54.58 $60.99 $64.21 Supplemental Benefits per hour: 1 st 2nd 3rd 4th 5th 6th 7th 8th 07/01/2024 $26.42 $29.76 $30.61 $31.44 $32.28 $37.55 $39.23 $40.05 01/06/2025 $26.88 $30.14 $30.95 $31.78 $32.59 $38.07 $39.71 $40.51 9-7/4 Mason -Building 02/01/2025 JOB DESCRIPTION Mason-Building DISTRICT 9 ENTIRE COUNTIES Nassau, Rockland, Suffolk,Westchester WAGES Per hour: 07/01/2024 12/02/2024 Tile Finisher $49.08 $49.21 'To be allocated at a later date. SUPPLEMENTAL BENEFITS Per Hour: $24.56- $25.01 +8.32 +8.33 *This portion of benefits is subjected to same premium rate as shown for overtime wages 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 02/01/2025 JOB DESCRIPTION Mason-Building Page 41 DISTRICT 9 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester WAGES Per hour: 07/01/2024 01/06/2025 Marble, Stone, Maintenance Finishers: $27.72 $27.99 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 Maintenance Finishers: $ 15.74 $ 15.88 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 1 st term apprentice gets paid for all observed holidays. REGISTERED APPRENTICES WAGES per hour: 07/01/2024 01/06/2025 0-750 $22.32 $22.91 751-1500 23.04 23.59 1501-2250 23.75 24.26 2251-3000 24.48 24.95 3001-3750 25.56 25.96 3751-4500 27.00 27.32 4501+ 27.72 27.99 Supplemental Benefits: Per hour: 0-750 12.69 12.43 751-1500 13.10 12.89 1501-2250 13.51 13.35 2251-3000 13.91 13.80 3001-3750 14.52 14.50 3751-4500 15.33 15.41 4501+ 15.74 15.88 9-7/24 M-M F Mason -Building/Heavy&Highway 02/01/2025 JOB DESCRIPTION Mason-Building/Heavy&Highway DISTRICT 9 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester WAGES Per hour: 07/01/2024 01/06/2025 Marble-Finisher $49.99 $50.22 SUPPLEMENTAL BENEFITS Journeyworker: Per hour Marble-Finisher $37.39 $37.69 OVERTIME PAY See(B, E, Q,V)on OVERTIME PAGE Work beyond 8 hours on a Saturday shall be paid at double the rate. Page 42 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County HOLIDAY Overtime: See(5,6, 8, 11, 15, 16,25)on HOLIDAY PAGE When an observed holiday falls on a Sunday, it will be observed the next day. 9-7/20-M F Mason -Building/Heavy&Highway 02/01/2025 JOB DESCRIPTION Mason-Building/Heavy&Highway DISTRICT 4 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per Hour: 07/01/2024 Cement Mason $57.72 SUPPLEMENTAL BENEFITS Per Hour: Cement Mason $34.66 1.5 X overtime rate $62.95 2 X overtime rate $69.32 OVERTIME PAY See(131, Q)on OVERTIME PAGE 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 wage: 1 st Term $23.39 2nd Term $28.29 3rd Term $33.69 Supplement Benefits per hour paid: ST 1.5X OT 2X OT 1 st Term $ 14.86 $22.30 $29.72 2nd Term $ 15.16 $22.75 $30.32 3rd Term $ 15.27 $22.91 $30.54 4-780 Mason -Building/Heavy&Highway 02/01/2025 JOB DESCRIPTION Mason-Building/Heavy&Highway DISTRICT 4 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES NOTE: Shall include but not limited to Precast concrete slabs(London Walks)Marble and Granite pavers 2'x 2'or larger. Per Hour: 07/01/2024 05/01/2025 Additional Stone Setter $69.91 $3.42/Hr+ Base Rate 53.84' Stone Tender $51.82 Base Rate 44.54' (+)To be allocated at a later date for all classes. SUPPLEMENTAL BENEFITS Per Hour: Stone Setter $42.52 Stone Tender 23.15 OVERTIME PAY See('C,*'E, Q)on OVERTIME PAGE Page 43 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County Base Rates are used to Calculate Overtime Premiums then adding in:$15.81/Hr.for Stone Setter or$7.28/Hr.for Stone Tender. 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 of day. REGISTERED APPRENTICES Per Hour: Stone Setter(800 hour)terms at the following Percentage of Stone Setters Base wage rate per hour plus$7.32: 1 st 2nd 3rd 4th 5th 6th 50% 60% 70% 80% 90% 100% Supplemental Benefits: All Apprentices $25.85 4-1 Stn Mason -Heavy&Highway 02/01/2025 JOB DESCRIPTION Mason-Heavy&Highway DISTRICT 4 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per Hour: 07/01/2024 Pointer, Caulkers& $63.69 Cleaners SUPPLEMENTAL BENEFITS Per Hour: Pointer, Cleaners& $31.90 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. 1 st 2nd 3rd 4th $32.76 $37.09 $42.97 $51.60 Apprentices Supplemental Benefits: (per hour paid) $ 15.40 $21.70 $24.45 $25.45 4-1 PCC Operating Engineer-Building 02/01/2025 JOB DESCRIPTION Operating Engineer-Building DISTRICT 4 ENTIRE COUNTIES Nassau, Suffolk WAGES BUILDING CATEGORIES: CLASS"AA"CRANES: Page 44 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County ABI Machine(150,000lbs and over or 149,999lbs and under when driving steel sheet piles),Crane,Truck Crane, Hydraulic Crane(Over 75 tons), 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 augering 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), Side boom 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), Hydraulic Crane(under 75 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 Wincher (Not Included in Class"A"),Asphalt Roller, Hydraulic Pump with Boring Machine, Scoop, Carryall/Scraper, 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, Clam Shell), 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 100ft 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. 07/01/2024 06/01/2025 Class"AX $93.08 Additional Cranes: Boom length over 100 feet add$ 1.00 per hour 3%/hr' Boom length over 150 feet add$ 1.50 per hour Boom length over 250 feet add$2.50 per hour Boom length over 350 feet add$ 3.00 per hour Class"A" $77.79 Add$3.50 for Hazardous Waste Work Class"B" $73.91 Add $2.50 for Hazardous Waste Work Class"C" $71.33 Add$1.50 for Hazardous Waste Work Class"D" $54.56 Add$1.00 for Hazardous Waste Work Class"E" $52.29 (*)To be allocated at a later date for all classes. SUPPLEMENTAL BENEFITS Per Hour: All Classes $41.65 Overtime Rate $37.10 OVERTIME PAY See(D, O)on OVERTIME PAGE Page 45 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County HOLIDAY Paid: See(5,6, 15, 16,25)on HOLIDAY PAGE Overtime: See(5,6, 15, 16,25)on HOLIDAY PAGE REGISTERED APPRENTICES One(1)Year Terms at the following Rate: 1 st Term $28.00 2nd Term $29.00 3rd Term $30.00 Supplemental Benefits per hour: All Apprentices $ 15.64 Overtime Rate $5.60 4-138 Operating Engineer-Building/Heavy&Highway 02/01/2025 JOB DESCRIPTION Operating Engineer-Building/Heavy&Highway DISTRICT 4 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per Hour: 07/01/2024 08/01/2024 Well Driller $41.85 $43.11 Well Driller Helper $36.26 $37.35 Hazardous Waste Differential Added to Hourly Wage: Level A $3.00 Level B $2.00 Level C $ 1.00 Monitoring Well Work Add to Hourly Wage: Level A $3.00 Level B $2.00 SUPPLEMENTAL BENEFITS Per Hour: Well Driller 10%of straight &Helper time rate plus$ 13.50 Additional$4.25/Hr.for Premium Time Hours Worked OVERTIME PAY See(132, P, S)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: 1 st Term $28.00 2nd Term $29.00 3rd Term $30.00 SUPPLEMENTAL BENEFITS Per Hour: All Terms 10%of Wage+$ 13.50 Additional$4.25/Hr.for premium time hours worked. 4-138well Page 46 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County Operating Engineer-Heavy&Highway 02/01/2025 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, Hydraulic Crane(75 Tons&Over). CLASS"A": ABI Machine(149,000lbs and under for Augering 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, Hydraulic Crane(75 Tons&Under),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 Hole/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, clam shell), Interior Hoist, Oiler Truck Crane(Pile work), Power Broom(Sweeper), Small Milling Machine,Vactor Truck/Vac-All Truck,Tack Oil 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 0perator(Trenchless Pipe Rehab-Cleaning&Television of Sewers/CCTV Inspection), Shotblaster. CLASS"E": Batching Plant(On Job Site), Compressor(structural steel/2 or more in battery), Generator(small), Grinder, Ground Heater(boilers), 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). 07/01/2024 06/01/2025 Class"AX $92.25 Additional Cranes: Boom Length over 100 feet add $ 1.00 per hour 3%/hr Boom Length over 150 feet add $ 1.50 per hour Boom Length over 250 feet add $2.00 per hour Boom Length over 350 feet add $3.00 per hour Class"A" 81.94 Add$3.50 for Hazardous Waste Work. Class"B" 76.72 Add$2.50 for Hazardous Waste Work. Class"C" 74.07 Add$1.50 for Hazardous Waste Work Class"D" 55.88 Add$1.00 for Hazardous Waste Work Class"E" 54.56 (*)To be allocated at a later date for all classes. Page 47 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County SHIFT WORK 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 $41.40 Note: OVERTIME AMOUNT 37.10 OVERTIME PAY See(D, O)on OVERTIME PAGE HOLIDAY Paid: See(5, 8, 15,20,22,25,26)on HOLIDAY PAGE Overtime: See(5, 8, 15,20,22,25,26)on HOLIDAY PAGE REGISTERED APPRENTICES Wage per hour: REGISTERED APPRENTICES One(1)Year Terms at the following Rate: 1 st Term $28.00 2nd Term $29.00 3rd Term $30.00 SUPPLEMENTAL BENEFITS: APPRENTICES 15.64 Note: Overtime Amount 5.60 4-138 Operating Engineer-Heavy&Highway 02/01/2025 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: 07/01/2024 Heavy Highway/Building Party Chief $76.04 Instrument Man 56.67 Rodman 47.80 SUPPLEMENTAL BENEFITS Per Hour: Heavy Highway/Building $43.40 Premium*: Heavy Highway/Building 47.70 Premium**: Heavy Highway/Building 57.58 *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 *Double-time 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 4-15D-N/S co. Page 48 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County Operating Engineer-Marine Dredging 02/01/2025 JOB DESCRIPTION Operating Engineer-Marine Dredging DISTRICT 4 ENTIRE COUNTIES Albany, Bronx, Cayuga, Clinton, Columbia, Dutchess, Essex, Franklin, Greene,Jefferson, Kings, Monroe, Nassau, New York, Orange, 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 all equipment and operators are only for marine dredging work in navigable waters found in the counties listed above. Per Hour: 07/01/2024 CLASS Al $45.26 Deck Captain, Leverman, Mechanical Dredge Operator, Licensed Tug Operator 1000HP or more. CLASS A2 40.33 Crane Operator(360 swing) CLASS B To conform to Operating Engineer Dozer, Front Loader Prevailing Wage in locality where work Operator on Land is being performed including benefits. CLASS B1 39.14 Derrick Operator(180 swing) Spider/Spill Barge Operator Operator II, Fill Placer, Engineer Chief Mate, Electrician,Chief Welder, Maintenance Engineer,Licensed Boat, Crew Boat Operator CLASS B2 36.84 Certified Welder CLASS C1 35.83 Drag Barge Operator, Steward, Mate, Assistant Fill Placer CLASS C2 34.68 Boat Operator CLASS D 28.81 Shoreman, Deckhand, Oiler, Rodman, Scowman, Cook, Messman, Porter/Janitor SUPPLEMENTAL BENEFITS Per Hour: THE FOLLOWING SUPPLEMENTAL BENEFITS APPLY TO ALL CATEGORIES All Classes A& B $ 12.00 plus 7% of straight time wage, Overtime hours add $0.63 All Class C&D $ 11.75 plus 7% of straight time wage, Overtime hours add $0.50 OVERTIME PAY See(132, 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 Page 49 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County Operating Engineer-Survey Crew-Consulting Engineer 02/01/2025 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: 07/01/2024 Survey Classifications Party Chief $49.39 Instrument Man 40.96 Rodman 35.63 SUPPLEMENTAL BENEFITS Per Hour: All Crew Members: $23.75 OVERTIME PAY OVERTIME:.... See( B, E', Q,V)ON OVERTIME PAGE. *Double-time 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 Operating Engineer-Trenchless Pipe Rehab 02/01/2025 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: 07/01/2024 (SEE) Robotic Unit Operator Operator(class D) Technician/Boiler, Generator Operator(class 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 02/01/2025 JOB DESCRIPTION Painter DISTRICT 8 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Putnam, Queens, Richmond, Suffolk,Westchester WAGES Per hour: 07/01/2024 05/01/2025 Additional Page 50 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County Brush 52.86' $2.62" Abatement/Removal of lead based 52.86' or lead containing paint on materials to be repainted. Spray&Scaffold $55.86- Fire Escape 55.86' Decorator 55.86' Paperhanger/Wall Coverer 55.09' 'Subtract$0.10 to calculate premium rate. "To be allocated at a later date. SHIFT WORK Counties of Bronx, Kings, Nassau, New York, Putnam, Queens, Richmond, Suffolk,and Westchester;Agency/Government mandated off- shift work to be paid at time and one-half the hourly wage. SUPPLEMENTAL BENEFITS Per hour: Paperhanger $36.73 All others 34.31 Premium 38.28" "Applies only to"All others"category, not paperhanger journeyworker. OVERTIME PAY See(A, E, R)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: 07/01/2024 Appr 1 st term... $20.22- Appr 2nd term... 25.93' Appr 3rd term... 31.61' Appr 4th term... 42.40' 'Subtract$0.10 to calculate premium rate. Supplemental benefits: Per Hour: Appr 1 st term... $ 16.89 Appr 2nd term... 20.95 Appr 3rd term... 24.10 Appr 4th term... 30.57 8-NYDC9-B/S Painter 02/01/2025 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: 07/01/2024 05/01/2025 Page 51 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County Drywall Taper: $52.86* Additional Scaffold: $55.86* $2.62** *Subtract$0.10 to calculate premium rate. **To be allocated a later date. SHIFT WORK Agency/Government mandated off-shift work to be paid at time and one-half hourly wage SUPPLEMENTAL BENEFITS Per hour: Journeyman $34.31 OVERTIME PAY See(A, E, R)on OVERTIME PAGE HOLIDAY Paid: See(1)on HOLIDAY PAGE Overtime: See(5,6, 16,25)on HOLIDAY PAGE REGISTERED APPRENTICES Wages-Per Hour: 1500 hour terms at the following wage rate: 1 st term $20.22* 2nd term 25.93* 3rdterm 31.61* 4th term 42.40* *Subtract$0.10 to calculate premium rate. Supplemental Benefits-Per hour: One year term (1500 hours)at the following dollar amount. 1 st year $ 16.89 2nd year 20.95 3rd year 24.10 4th year 30.57 8-NYDCT9-DWT Painter-Bridge&Structural Steel 02/01/2025 JOB DESCRIPTION Painter-Bridge &Structural Steel 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: STEEL: Bridge Painting: 07/01/2024 $56.00 + 10.35* ADDITIONAL$7.00 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 (50 hour 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. SHIFT WORK Page 52 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County When directly specified in public agency or authority contract documents for an employer to work a second shift and works the second shift with employees other than from the first shift,all employees who work the second shift will be paid 10%of the base wage shift differential in lieu of overtime for the first eight(8)hours worked after which the employees shall be paid at time and one half of the regular wage rate. When a single irregular work shift is mandated in the job specifications or by the contracting agency,wages shall be paid at time and one half for single shifts between the hours of 3pm-11 pm or 11 pm-7am. SUPPLEMENTAL BENEFITS Per Hour: Journeyworker: $ 12.43 +31.55' 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 (50 hour cap). OVERTIME PAY See(B, 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. 1 st year $22.40 +4.14 2nd year $33.60 +6.21 3rd year $44.80 +8.28 Supplemental Benefits-Per hour: 1 st year $ 1.16 + 12.62 2nd year $ 7.46 + 18.93 3rd year $ 9.94 +25.24 NOTE:All premium wages are to be calculated on base rate per hour only. 8-DC-9/806/155-BrSS Painter-Line Striping 02/01/2025 JOB DESCRIPTION Painter-Line Striping DISTRICT 8 ENTIRE COUNTIES Albany, Clinton, Columbia, Dutchess, Essex, Franklin, Fulton, Greene, Hamilton, Montgomery, Nassau, Orange, Putnam, Rensselaer, Rockland, Saratoga, Schenectady, Schoharie, Suffolk, Sullivan, Ulster, Warren,Washington,Westchester WAGES Per hour: Painter(Striping-Highway): 07/01/2024 04/01/2025 04/01/2026 Striping-Machine Operator' $34.12 $35.49 $36.93 Linerman Thermoplastic 41.12 42.74 44.44 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. SHIFT WORK Page 53 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County When directly specified in public agency or authority contract documents there shall be a 30%night shift premium pay differential for all work performed after 9:00pm and before 5:00am. SUPPLEMENTAL BENEFITS Per hour paid: Journeyworker: Striping Machine Operator: $23.65 $24.30 $24.95 Linerman Thermoplastic: 23.65 24.30 24.95 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: 07/01/2024 01/01/2025 04/01/2025 04/01/2026 1 st Term: $ 16.00 $ 16.50 $ 16.50 $ 16.50 2nd Term: 20.47 20.47 21.29 22.16 3rd Term: 27.30 27.30 28.39 29.54 Supplemental Benefits per hour: All terms: $23.65 $23.65 $24.30 $24.95 8-1456-LS Painter-Metal Polisher 02/01/2025 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, Schoharie, Schuyler, Seneca, St. Lawrence, Steuben, Suffolk, Sullivan,Tioga,Tompkins, Ulster,Warren, Washington,Wayne,Westchester,Wyoming,Yates WAGES 07/01/2024 Metal Polisher $39.33 Metal Polisher* 40.43 Metal Polisher- 43.33 *Note:Applies on New Construction&complete renovation **Note:Applies when working on scaffolds over 34 feet. SUPPLEMENTAL BENEFITS Per Hour: 07/01/2024 Journeyworker: All classification $ 12.79 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, 11, 15, 16,25,26)on HOLIDAY PAGE REGISTERED APPRENTICES Wages per hour: One(1)year term at the following wage rates: 07/01/2024 1 st year $ 19.67 2nd year 21.63 3rd year 23.60 1 st year* $22.06 2nd year* 22.07 3rd year* 24.14 Page 54 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County 1 st year** $22.17 2nd year** 24.13 3rd year** 26.10 *Note:Applies on New Construction&complete renovation **Note:Applies when working on scaffolds over 34 feet. Supplemental benefits: Per hour: 1 st year $8.69 2nd year 8.69 3rd year 8.69 8-8A/28A-MP Plasterer 02/01/2025 JOB DESCRIPTION Plasterer DISTRICT 9 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per hour: 07/01/2024 08/01/2024 Building: Plasterer/Traditional& $47.72 $47.99 Spraying Fireproofing +$5.00* +$5.62* SUPPLEMENTAL BENEFITS Per hour: Journeyworker $25.35 $26.10 OVERTIME PAY See(B, E, Q)on OVERTIME PAGE *This portion is not subjected to OT premiums. HOLIDAY Paid: See(1)on HOLIDAY PAGE Overtime: See(5,6,25)on HOLIDAY PAGE REGISTERED APPRENTICES Wages: 07/01/2024 08/01/2024 (Per hour) 800 hours term: 1 st term $ 19.30+0.68* $ 19.44+0.68* 2nd term 22.53+0.81* 22.69+0.81* 3rd term 25.79+0.95* 25.98+0.95* *This portion is not subjected to OT premiums. Supplemental Benefits: (Per hour): (800)hours term: 1 st term $ 11.59 $ 11.95 2nd term 12.02 12.44 3rd term 12.52 13.08 9-262 Plumber 02/01/2025 JOB DESCRIPTION Plumber DISTRICT 4 ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: 07/01/2024 05/01/2025 Plumber/ PUMP&TANK $48.24 $48.24 Page 55 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County SUPPLEMENTAL BENEFITS Per Hour: Plumber $38.24 $40.74 OVERTIME PAY See A B2, E2, 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 Journeyman's wage: 1 st Term 30% 2nd Term 40% 3rd Term 50% 4th Term 60% 5th Term 70% Supplemental Benefits Per Hour: 1 st Term $ 25.48 $27.98 2nd Term $26.22 28.72 3rd Term $27.14 29.64 4th Term $27.61 30.11 5th Term $30.99 33.49 4-200 Pump&Tank Plumber 02/01/2025 JOB DESCRIPTION Plumber DISTRICT 4 ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: 07/01/2024 11/01/2024 05/01/2025 Plumber $58.98 $59.73 $60.73 SUPPLEMENTAL BENEFITS Per Hour: Plumber $50.70 $51.45 $51.95 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 REGISTERED APPRENTICES One(1)Year Terms at the following percentage of Plumbers Rate: 1 st 2nd 3rd 4th 5th 30% 40% 50% 60% 70% Supplemental Benefits per hour: 07/01/2024 11/01/2024 05/01/2025 1 st Term $36.02 $36.77 $37.27 2nd Term 38.51 39.33 39.76 3rd Term 40.03 40.78 42.96 4th Term 41.68 42.43 42.93 5th Term 43.41 44.16 44.66 4-200 Plumber 02/01/2025 Page 56 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County JOB DESCRIPTION Plumber DISTRICT 4 ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: 07/01/2024 11/01/2024 05/01/2025 Plumber MAINTENANCE ONLY $35.05 $35.55 $36.05 Maintenance: Correction of problem(s)with the existing fixture or group of fixtures, preventive repairs or servicing of said fixtures SUPPLEMENTAL BENEFITS Per Hour: Plumber Maintenance $22.43 $22.93 $23.43 OVERTIME PAY See(B, B2,J)on OVERTIME PAGE HOLIDAY Paid: See(1)on HOLIDAY PAGE Overtime: See(5,6, 15, 16)on HOLIDAY PAGE 4-200 Maintance Roofer 02/01/2025 JOB DESCRIPTION Roofer DISTRICT 4 ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour 07/01/2024 05/01/2025 ROOFER/Waterproofer Additional Total Wage $57.25 $3.25/hr* to be Paid "Base"Wage 50.25** (*)To be allocated at a later date. SUPPLEMENTAL BENEFITS Per Hour: ROOFER/Waterproofer $38.11 OVERTIME PAY Per Hour: NEW ROOF SEE (B,E,Q) RE-ROOF SEE (B,E,E2,Q) **Overtime Pay to be calculated on"BASE"Wage then add$7.00. (Example:$50.25 x time and one half=$75.38+$7.00=$82.38) HOLIDAY Paid: See(1)on HOLIDAY PAGE Overtime: See(5,6, 13,*16,**25)on HOLIDAY PAGE Note:Time and One Half the Hourly Base Rate+$7.00 if worked. REGISTERED APPRENTICES (1)Year terms at the following Percentage of Roofers/Waterproofers Base Wage. 1 st 2nd 3rd 4th 40% 50% 70% 80% +$5.60/Hr. Supplemental Benefits per hour: 1 st Term $ 10.64 2nd Term 13.22 3rd Term 26.88 4th Term 36.22 4-154 Page 57 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County Sheetmetal Worker 02/01/2025 JOB DESCRIPTION Sheetmetal Worker DISTRICT 4 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Rockland, Suffolk,Westchester WAGES Per Hour: 07/01/2024 08/01/2024 Sign Erector $58.00 $60.00 NOTE: Structurally Supported Overhead Highway Signs(See STRUCTURAL IRON WORKER CLASS) SUPPLEMENTAL BENEFITS Per Hour: 07/01/2024 08/01/2024 Sign Erector $57.12 $58.31 OVERTIME PAY See(B, 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: 1 st 2nd 3rd 4th 5th 6th 7th 8th 9th 10th 35% 40% 45% 50% 55% 60% 65% 70% 75% 80% SUPPLEMENTAL BENEFITS Per Hour: 07/01/2024 1 st 2nd 3rd 4th 5th 6th 7th 8th 9th 10th $ 18.27 $20.75 $25.22 $25.70 $34.66 $37.74 $41.65 $44.78 $47.93 $51.04 08/01/2024 $ 18.65 $21.16 $23.69 $26.22 $35.39 $38.52 $42.55 $45.75 $48.96 $52.15 4-137-SE Sheetmetal Worker 02/01/2025 JOB DESCRIPTION Sheetmetal Worker DISTRICT 4 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per Hour: 07/01/2024 11/01/2024 Sheetmetal Worker $61.09 $62.34 Maintenance of Fans 48.87 51.42 Temporary Operation SUPPLEMENTAL BENEFITS Per Hour: Sheetmetal Worker $53.25 $55.00 Maintenance Worker 53.25 55.00 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 Page 58 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County Per Hour:Wages Six(6)Month Terms As Follows: 1 st&2nd Term $21.26 $21.70 3rd &4th Term 27.39 27.95 5th&6th Term 33.52 34.21 7th&8th Term 42.75 43.63 9th Term 48.55 49.85 Per Hour: Supplemental Benefits 1 st&2nd Term $ 19.66 $ 19.72 3rd &4th Term 26.73 26.97 5th&6th Term 31.57 31.98 7th&8th Term 38.78 39.45 9th Term 43.62 44.47 4-28 Steamfitter 02/01/2025 JOB DESCRIPTION Steamfitter DISTRICT 4 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per Hour: 07/01/2024 01/01/2025 AC Service/Heat Service $46.10 $46.60 &Refrigeration Refrigeration,A/C, Oil Burner and Stoker Service and Repair. NOTE: Refrigeration Compressor installation. (Not to exceed 5 Hp combined on any one project). NOTE:Air/Heating Compressor installation.(Not to exceed 15 tons combined on any one project). SUPPLEMENTAL BENEFITS Per Hour Worked: AC Service/Heat Service $20.96 $22.71 &Refrigeration Per hour Paid: $ 17.65 $ 19.65 OVERTIME PAY See(B, E, Q)on OVERTIME PAGE HOLIDAY Paid: See(5,6, 11, 15,25,26)on HOLIDAY PAGE Overtime: See(5,6, 11, 15,25,26)on HOLIDAY PAGE REGISTERED APPRENTICES 1 year terms Wages per hour: 1 st Term $22.31 $22.55 2nd Term 26.94 27.23 3rd Term 31.38 31.72 4th Term 37.90 38.31 Benefits per hour worked: 1 st Term $ 14.44 $ 14.93 2nd Term 15.91 16.43 3rd Term 17.41 17.99 4th Term 19.44 20.10 Benefits per hour paid: 1 st Term $ 11.38 $ 11.87 2nd Term 12.85 13.37 3rd Term 14.35 14.93 Page 59 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County 4th Term 16.38 17.04 4-638B-StmFtrRef Steamfitter 02/01/2025 JOB DESCRIPTION Steamfitter DISTRICT 4 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per Hour: 07/01/2024 10/1/2024 03/31/2025 Sprinkler/Steam $69.11 $69.86 Additional AC/Heat Fitter $0.75/Hr' Temporary 52.54 53.11 Additional Heat&AC $0.75/Hr' Fitter SHIFT WORK Add 15%to Hourly Wage and Hourly Supplemental Benefit for"Contracting Agency" Mandated Off Shift Work. SUPPLEMENTAL BENEFITS Per Hour: Sprinkler/Steam $53.49 Fitter Temporary 43.67 Heat&AC Fitter OVERTIME PAY Note:The posted overtime rates are applicable after 8 hours plus Saturday, Sunday and Holidays: Per Hour: Wages 07/01/2024 10/01/2024 Sprinkler/Steam $ 138.22 $ 139.72 Temp Heat/AC 105.08 106.22 Supplemental Benefits Sprinkler/Steam 105.99 106.84 Temp Heat/AC 85.35 87.34 HOLIDAY Paid: See(1)on HOLIDAY PAGE Overtime: See(5,6, 11, 16,25)on HOLIDAY PAGE REGISTERED APPRENTICES Per hour: WAGES 1 year Terms 1st 2nd 3rd 4th 5th 07/01/2024 $27.98 $34.96 $41.94 $48.92 $55.90 Supplemental Benefits 07/01/2024 21.80 27.05 32.28 37.53 42.76 10/01/2024 22.10 27.42 32.73 38.05 43.36 Premium Time Supplemental Benefits 07/01/2024 43.60 54.10 64.56 75.06 85.52 10/01/2024 43.36 53.94 64.52 77.01 85.68 4-638A-StmSpFtr Teamster-Asphalt Delivery 02/01/2025 JOB DESCRIPTION Teamster-Asphalt Delivery DISTRICT 4 ENTIRE COUNTIES Nassau, Suffolk WAGES Page 60 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County 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 07/01/2024 Asphalt Delivery $42.745 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 Asphalt Delivery $42.55 SHIFT WORK PREMIUM PAY of 25%on straight time hours for New York State D.O.T.and or other GOVERNMENTAL MANDATED off shift work. SUPPLEMENTAL BENEFITS Per Hour: Heavy Construction Work TRUCK DRIVER Asphalt Delivery $55.6025 Light Construction Work TRUCK DRIVER Asphalt Delivery $ 13.10 OVERTIME PAY See(B,'B2, E,"I, P, R,T,'*'U)on OVERTIME PAGE 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 02/01/2025 JOB DESCRIPTION Teamster-Building DISTRICT 4 ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: Truck Driver(Building Demolition &Debris, Cesspool&Leachate Pumping) 07/01/2024 Trailers $37.90 Straight Jobs $37.90 SUPPLEMENTAL BENEFITS Per Hour: All Classes: $40.50 OVERTIME PAY See(B, E, S1)on OVERTIME PAGE HOLIDAY Paid: See(1)on HOLIDAY PAGE Page 61 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County Overtime: See(5,6, 8, 11, 12, 15,25,26)on HOLIDAY PAGE 4-282 Teamster-Delivery of Concrete 02/01/2025 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 07/01/2024 Concrete Delivery $40.005 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 Concrete Delivery $36.815 SUPPLEMENTAL BENEFITS Per Hour: Heavy Construction Work Concrete Delivery $45.475 Light Construction Work Concrete Delivery $ 15.355 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 02/01/2025 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. 07/01/2024 Site Excavating (Chauffeurs) $43.745 Light Construction Work: Shall include the construction, improvement and modification of Single&Multi Family Homes,Town Houses,Apartment Buildings, including Driveways, Streets and Curbs within those projects. Parking Lots and Office Buildings. Site Excavating (Chauffeurs) $40.10 Page 62 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 Suffolk County SHIFT WORK PREMIUM PAY of 25%on straight time hours for NEW YORK STATE D.O.T. and or other GOVERNMENTAL MANDATED off shift work. SUPPLEMENTAL BENEFITS Per Hour: Heavy Construction Work Chauffeurs $55.6025 Light Construction Work Chauffeurs $ 13.10 OVERTIME PAY See(B,*B2, E,**I, P,***R,****U)on OVERTIME PAGE 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 02/01/2025 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, Schoharie, Schuyler, Seneca, St. Lawrence, Steuben, Suffolk, Sullivan,Tioga,Tompkins, Ulster,Warren, Washington,Wayne,Westchester,Wyoming,Yates WAGES Per hour 07/01/2024 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 63 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 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 1st 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 ( B3 ) Time and one half of the hourly rate after 40 straight hours per week (C ) Double the hourly rate after 7 hours per day (Cl ) 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 1 st 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 Page 64 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 (S ) Two and one half times the hourly rate for Holidays (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 ( U ) Four times the hourly rate for Holidays (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 65 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 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 66 Prevailing Wage Rates for 07/01/2024-06/30/2025 Published by the New York State Department of Labor Last Published on Feb 01 2025 PRC Number 2025001774 (29) Juneteenth Page 67 New York State Department of Labor-Bureau of Public Work State Office Building Campus Building 12-Room 130 Albany,New York 12226 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 Finn ❑ 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 ❑ (Check if new or change) 2. NY State Units(see Item 5). ❑07 City ❑ 01 DOT 08 Local School District ❑ 02 OGS H09 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 Telephone Fax Facilities Corp. ❑13 Other Non-N.Y.State E-Mail: ❑ 06 OTHER N.Y.STATE UNIT (Describe) 3.SEND REPLY TO ❑ (check 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: ❑ Fuel Delivery ❑ 1. New Building ❑ Construction(Building, Heavy ❑ Guards,Watchmen ❑ 2.Addition to Existing Structure 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) H Landscape Maintenance equipment ❑ 6. Other Reconstruction, Maintenance, Repair or Alteration ❑ Elevator maintenance ❑ Trash and refuse removal ❑ 7. Demolition ❑ Exterminators, Fumigators ❑ Window cleaners ❑ 8. Building Service Contract ❑ Fire Safety Director, NYC Only ❑ Other(Describe) 9. Does this project comply with the Wicks Law involving separate bidding? YES ❑ NO❑ 10.Name and Title of Requester Signature PW39(06-16) SEE PAGE TWO FOR LAWS RELATING TO PUBLIC WORK CONTRACTS NEW YORK STATE DEPARTMENT OF LABOR �r+ 4 Bureau of Public Work - Debarment List LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT �NT 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: httgs://agr)s.labor.ny.gov/EDList/searchPage.do For inquiries please call 518-457-5589. NYSDOL Bureau of Public Work Debarment List 01/31/2025 Article 8 AGENCY Fiscal Officer FEIN EMPLOYER NAME EMPLOYER ADDRESS DEBARMENT DEBARMENT DBA NAME START DATE END DATE DOL DOL " 5754 0369 CONTRACTORS,LLC 515 WEST AVE 05/12/2021 05/12/2026 UNIT PH 13NORWALK CT 06850 DOL DOL "" 5784 A.J.M.TRUCKING,INC. PO BOX 2064 02/12/2024 02/12/2029 MONROE NY 10950 DOL DOL AKHLAQ OULAKH 4307 28TH AVE 10/11/2024 10/11/2029 ASTORIA NY 11103 DOL NYC ALL COUNTY SEWER&DRAIN, 7 GREENFIELD DR 03/25/2022 03/25/2027 INC. WARWICK NY 10990 DOL DOL """""8387 AMERICAN PAVING& 8 FOREST AVE 05/24/2024 05/24/2029 MASONRY,CORP. GLEN COVE NY 11542 DOL DOL " *8654 AMERICAN PAVING,INC. 8 FORREST AVE. 05/24/2024 05/24/2029 GLEN COVE NY 11542 DOL NYC AMJEDPARVEZ 401 HANOVER AVENUE 01/11/2021 01/11/2026 STATEN ISLAND NY 10304 DOL DOL ANGELO F COKER 2610 SOUTH SALINA STREET 09/17/2020 09/17/2025 SUITE 14SYRACUSE NY 13205 DOL DOL ANGELO GARCIA 515 WEST AVE 05/12/2021 05/12/2026 UNIT PH 13NORWALK CT 06850 DOL DOL ANGELO STANCO 8 FOREST AVE. 05/24/2024 05/24/2029 GLEN COVE NY 11542 DOL DOL ANGELO TONDO 449 WEST MOMBSHA ROAD 06/06/2022 06/06/2027 MONROE NY 10950 DOL DOL '* 4231 ANKER'S ELECTRIC SERVICE, 10 SOUTH 5TH ST 09/26/2022 09/26/2027 INC. LOCUST VALLEY NY 11560 DOL DOL ANTHONY MONGELLI PO BOX 2064 02/12/2024 02/12/2029 MONROE NY 10950 DOL NYC ARADCO CONSTRUCTION 115-46 132RD ST 09/17/2020 09/17/2025 CORP SOUTH OZONE PARK NY 11420 DOL DOL ARNOLD A.PAOLINI 1250 BROADWAY ST 02/03/2020 02/03/2025 BUFFALO NY 14212 DOL NYC AVM CONSTRUCTION CORP 117-72 123RD ST 09/17/2020 09/17/2025 SOUTH OZONE PARK NY 11420 DOL NYC AZIDABEGUM 524 MCDONALD AVEN U E 09/17/2020 09/17/2025 BROOKLYN NY 11218 DOL DOL " 8421 B&B DRYWALL,INC 206 WARREN AVE 12/14/2021 12/14/2026 APT 1 WHITE PLAINS NY 10603 DOL DOL B&L RENOVATION CO. 618 OCEAN PARKWAY 09/17/2020 09/17/2025 APT A613ROOKLYN NY 11230 DOL NYC " *2113 BHW CONTRACTING,INC- 401 HANOVER AVENUE 01/11/2021 01/11/2026 STATEN ISLAND NY 10304 DOL DOL "*5078 BLACK RIVER TREE 29807 ANDREWS ROAD 10/17/2023 10/17/2028 REMOVAL,LLC BLACK RIVER NY 13032 DOL DOL BRADLEY J SCHUKA 4 BROTHERS ROAD 10/20/2020 10/20/2025 WAPPINGERS FALLS NY 12590 DOL DOL """""9383 C.C.PAVING AND 2610 SOUTH SALINA ST 09/17/2020 09/17/2025 EXCAVATING,INC. SUITE 12SYRACUSE NY 13205 DOL DOL " 4083 C.P.D.ENTERPRISES,INC P.O BOX 281 03/03/2020 03/03/2025 WALDEN NY 12586 DOL DOL " *5161 CALADRI DEVELOPMENT 1223 PARK ST. 05/17/2021 05/17/2026 CORP. PEEKSKILL NY 10566 DOL DOL * 3391 CALI ENTERPRISES,INC. 1223 PARK STREET 05/17/2021 05/17/2026 PEEKSKILL NY 10566 DOL DOL " *4155 CASA BUILDERS,INC. FRIEDLANDER 64 N PUTT CONNERS ROAD 05/10/2023 05/10/2028 CONSTRUCTI NEW PALTZ NY 12561 ON DOL AG "*7247 CENTURY CONCRETE CORP 2375 RAYNOR ST 08/04/2021 08/04/2026 RONKONKOMA NY 11779 DOL DOL "*0026 CHANTICLEER 4 BROTHERS ROAD 10/20/2020 10/20/2025 CONSTRUCTION LLC WAPPINGERS FALLS NY 12590 DOL NYC """""2117 CHARAN ELECTRICAL 9-11 40TH AVENUE 09/26/2023 09/26/2028 ENTERPRISES LONG ISLAND CITY NY 11101 DOL NYC CHARLES ZAHRADKA 863 WASHINGTON STREET 03/10/2020 03/10/2025 FRANKLIN SQUARE NY 11010 DOL DOL CHRISTOPHER GRECO 26 NORTH MYRTLE AVENUE 02/18/2021 02/18/2026 SPRING VALLEY NY 10956 DOL DOL "*2281 CORRAO TRUCKING,INC. PO BOX 393 09/17/2024 09/17/2029 NANUET NY 10954 DOL DOL CRAIG JOHANSEN 10 SOUTH 5TH ST 09/26/2022 09/26/2027 LOCUST VALLEY NY 11560 Page 1 of 6 NYSDOL Bureau of Public Work Debarment List 01/31/2025 Article 8 DOL DOL "*3228 CROSS-COUNTY ROCKLAND 26 NORTH MYRTLE AVENUE 02/18/2021 02/18/2026 LANDSCAPING AND TREE TREE SPRING VALLEY NY 10956 SERVICE,INC. SERVICE DOL DOL " *7619 DANCO CONSTRUCTION 485 RAFT AVENUE 10/19/2021 10/19/2026 UNLIMITED INC. HOLBROOK NY 11741 DOL DOL DANIEL ROBERT MCNALLY 7 GREENFIELD DRIVE 03/25/2022 03/25/2027 WARWICK NY 10990 DOL DOL DARIAN L COKER 2610 SOUTH SALINA ST 09/17/2020 09/17/2025 SUITE 2CSYRACUSE NY 13205 DOL DOL DARWIN PEGUESE 6400 BALTIMORE NATIONAL 10/24/2024 10/24/2029 SUITE 602CANTONSVILLE NY 21228 DOL DOL DAVID FRIEDLANDER 64 NORTH PUTT CORNERS RD 05/10/2023 05/10/2028 NEW PALTZ NY 12561 DOL DOL DINA TAYLOR 64 N PUTT CONNERS RD 05/10/2023 05/10/2028 NEW PALTZ NY 12561 DOL DOL """""5175 EAGLE MECHANICAL AND 11371 RIDGE RD 02/03/2020 02/03/2025 GENERAL CONSTRUCTION WOLCOTT NY 14590 LLC DOL AG EDWIN HUTZLER 23 NORTH HOWELLS RD 08/04/2021 08/04/2026 BELLPORT NY 11713 DOL DA EDWIN HUTZLER 2375 RAYNOR STREET 08/04/2021 08/04/2026 RONKONKOMA NY 11779 DOL DOL """""0780 EMES HEATING&PLUMBING 5 EMES LANE 01/20/2002 01/20/3002 CONTR MONSEY NY 10952 DOL DOL EMIL KISZKO 84 DIAMOND ST 07/18/2024 07/18/2029 BROOKLYN NY 11222 DOL DOL "*3298 EMJACK CONSTRUCTION 84 DIAMOND ST 07/18/2024 07/18/2029 CORP. BROOKLYN NY 11222 DOL DOL "*3298 EMJACK CONSTRUCTION LLC 4192 SIR ANDREW CIRCLE 07/18/2024 07/18/2029 DOYLESTOWN PA 18902 DOL DOL EUGENIUSZ"GINO"KUCHAR 195 KINGSLAND AVE 12/22/2023 12/22/2028 BROOKLYN NY 11222 DOL DA FREDERICK HUTZLER 2375 RAYNOR STREET 08/04/2021 08/04/2026 RONKONKOMA NY 11779 DOL DOL """""2998 G.E.M.AMERICAN 195 KINGSLAND AVE 12/22/2023 12/22/2028 CONSTRUCTION CORP. BROOKLYN NY 11222 DOL NYC GAYATRI MANGRU 21 DAREWOOD LANE 09/17/2020 09/17/2025 VALLEY STREAM NY 11581 DOL DA GEORGE LUCEY 150 KINGS STREET 01/19/1998 01/19/2998 BROOKLYN NY 11231 DOL DA GIOVANNATRAVALJA 37359THST 01/05/2023 01/05/2028 LONG ISLAND CITY NY 11101 DOL DA GIOVANNI NAPOLITANO 2501 BAYVIEWAVENUE 02/21/2024 02/21/2029 WANTAGH NY 11793 DOL DA """""0213 GORILLA CONTRACTING 505 MANHATTAN AVE 10/05/2023 10/05/2028 GROUP,LLC WEST BABYLON NY 11704 DOL DA " *4760 GTX CONSTRUCTION 2501 BAYVIEWAVE 02/21/2024 02/21/2029 ASSOCIATES,CORP WANTAGH NY 11793 DOL DOL HANS RATH 24 ELDOR AVENUE 02/03/2020 02/03/2025 NEW CITY NY 10956 DOL DOL HERBERT CLEMEN 42 FOWLER AVENUE 01/24/2023 01/24/2028 CORTLAND MANOR NY 10567 DOL DOL HERBERT CLEMEN 42 FOWLER AVENUE 10/25/2022 10/25/2027 CORTLAND MANOR NY 10567 DOL DOL """""2397 ISLAND BREEZE MARINE,INC. 6400 BALTIMORE NATIONAL 10/24/2024 10/24/2029 CANTONSVILLE MD 21228 DOL DOL """""9211 J.WASE CONSTRUCTION 8545 RT 9W 03/09/2021 03/09/2026 CORP. ATHENS NY 12015 DOL DOL J.M.JCONSTRUCTION 151 OSTRANDER AVEN U E 11/21/2022 11/21/2027 SYRACUSE NY 13205 DOL DOL J.R.NELSON CONSTRUCTION 531 THIRD STREET 11/07/2023 11/07/2028 ALBANY NY 12206 DOL DOL J.R.NELSON CONSTRUCTION 531 THIRD STREET 12/22/2022 12/22/2027 ALBANY NY 12206 DOL DOL J.R.NELSON CONSTRUCTION 531 THIRD STREET 10/25/2022 10/25/2027 ALBANY NY 12206 DOL DOL J.R.NELSON,LLC 531 THIRD STREET 12/22/2022 12/22/2027 ALBANY NY 12206 DOL DOL J.R.NELSON,LLC 531 THIRD STREET 11/07/2023 11/07/2028 ALBANY NY 12206 DOL DOL J.R.NELSON,LLC 531 THIRD STREET 10/25/2022 10/25/2027 ALBANY NY 12206 DOL DOL J.R.N COMPANIES,LLC 531 THIRD STREET 12/12/2022 12/12/2027 ALBANY NY 12206 Page 2 of 6 NYSDOL Bureau of Public Work Debarment List 01/31/2025 Article 8 DOL DOL J.R.N COMPANIES,LLC 531 THIRD STREET 11/07/2023 11/07/2028 ALBANY NY 12206 DOL DOL J.R.N COMPANIES,LLC 531 THIRD STREET 10/25/2022 10/25/2027 ALBANY NY 12206 DOL DOL ""1147 J.R.N.CONSTRUCTION,LLC 531 THIRD ST 11/07/2023 11/07/2028 ALBANY NY 12206 DOL DOL " -1 147 J.R.N.CONSTRUCTION,LLC 531 THIRD ST 12/22/2022 12/22/2027 ALBANY NY 12206 DOL DOL --1 147 J.R.N.CONSTRUCTION,LLC 531 THIRD ST 10/25/2022 10/25/2027 ALBANY NY 12206 DOL DOL JAMES J.BAKER 7901 GEE ROAD 08/17/2021 08/17/2026 CANASTOTA NY 13032 DOL DOL JASON P.RACE 3469 STATE RT.69 09/29/2021 09/29/2026 PERISH NY 13131 DOL DOL JASON P.RACE 3469 STATE RT.69 02/09/2022 02/09/2027 PERISH NY 13131 DOL DOL JASON P.RACE 3469 STATE RT.69 11/15/2022 11/15/2027 PERISH NY 13131 DOL DOL JASON P.RACE 3469 STATE RT.69 03/01/2022 03/01/2027 PERISH NY 13131 DOL DOL " 7993 JBS DIRT,INC. 7901 GEE ROAD 08/17/2021 08/17/2026 CANASTOTA NY 13032 DOL DOL """2435 JEFFEL D.JOHNSON JMJ7 AND 5553 CAIRNSTRAIL 11/21/2022 11/21/2027 SON CLAY NY 13041 DOL DOL JEFFEL JOHNSON ELITE C2 EVERGREEN CIRCLE 11/21/2022 11/21/2027 CARPENTER REMODEL AND LIVERPOOL NY 13090 CONSTRUCTION DOL DOL """2435 JEFFREY M.JOHNSON JMJ7 AND 5553 CAIRNS TRAIL 11/21/2022 11/21/2027 SON CLAY NY 13041 DOL DOL JIM PLAUGHER 17613 SANTE FE LINE ROAD 07/16/2021 07/16/2026 WAYNEFIELD OH 45896 DOL DOL JMJ7&SON CONSTRUCTION, 5553 CAIRNS TRAIL 11/21/2022 11/21/2027 LLC LIVERPOOL NY 13041 DOL DOL JMJ7 AND SONS 5553 CAIRNS TRAIL 11/21/2022 11/21/2027 CONTRACTORS CLAY NY 13041 DOL DOL JMJ7 CONTRACTORS 7014 13TH AVENUE 11/21/2022 11/21/2027 BROOKLYN NY 11228 DOL DOL JMJ7 CONTRACTORS AND 5553 CAIRNS TRAIL 11/21/2022 11/21/2027 SONS CLAY NY 13041 DOL DOL JMJ7 CONTRACTORS,LLC 5553 CAIRNS TRAIL 11/21/2022 11/21/2027 CLAY NY 13041 DOL DOL JOHN MARKOVIC 47 MANDON TERRACE 03/29/2021 03/29/2026 HAWTHORN NJ 07506 DOL DOL JOHN WASE 8545 RT 9W 03/09/2021 03/09/2026 ATHENS NY 12015 DOL DOL JORGE RAMOS 8970 MIKE GARCIA DR 07/16/2021 07/16/2026 MANASSAS VA 20109 DOL DOL JOSEPH K.SALERNO 1010 TILDEN AVE 07/24/2023 07/24/2028 UTICA NY 13501 DOL DOL JOSEPH K.SALERNO II 1010 TILDEN AVE 07/24/2023 07/24/2028 UTICA NY 13501 DOL DOL """ 5116 JP RACE PAINTING,INC.T/A 3469 STATE RT.69 02/09/2022 02/09/2027 RACE PAINTING PERISH NY 13131 DOL DOL -**5116 JP RACE PAINTING,INC.T/A 3469 STATE RT.69 11/15/2022 11/15/2027 RACE PAINTING PERISH NY 13131 DOL DOL *-*5116 JP RACE PAINTING,INC.T/A 3469 STATE RT.69 09/29/2021 09/29/2026 RACE PAINTING PERISH NY 13131 DOL DOL *-**5116 JP RACE PAINTING,INC.T/A 3469 STATE RT.69 03/01/2022 03/01/2027 RACE PAINTING PERISH NY 13131 DOL DOL """"5116 JP RACE PAINTING,INC.T/A 3469 STATE RT.69 03/01/2022 03/01/2027 RACE PAINTING PERISH NY 13131 DOL DOL JRN CONSTRUCTION CO,LLC 1024 BROADWAY 11/07/2023 11/07/2028 ALBANY NY 12204 DOL DOL """"`1147 JRN CONSTRUCTION,LLC 531 THIRD STREET 10/25/2022 10/25/2027 ALBANY NY 12206 DOL DOL ****1147 JRN CONSTRUCTION,LLC 531 THIRD STREET 12/22/2022 12/22/2027 ALBANY NY 12206 DOL DOL "" 1147 JRN CONSTRUCTION,LLC 531 THIRD STREET 11/07/2023 11/07/2028 ALBANY NY 12206 DOL DOL JRN PAVING,LLC 531 THIRD STREET 10/25/2022 10/25/2027 ALBANY NY 12206 DOL DOL JRN PAVING,LLC 531 THIRD STREET 12/22/2022 12/22/2027 ALBANY NY 12206 DOL DOL JRN PAVING,LLC 531 THIRD STREET 11/07/2023 11/07/2028 ALBANY NY 12206 Page 3 of 6 NYSDOL Bureau of Public Work Debarment List 01/31/2025 Article 8 DOL DOL JULIUS AND GITA BEHREND 5 EMES LANE 11/20/2002 11/20/3002 MONSEY NY 10952 DOL DOL KARIN MANGIN 796 PHELPS ROAD 12/01/2020 12/01/2025 FRANKLIN LAKES NJ 07417 DOL DOL KATE E.CONNOR 7088 INTERSTATE ISLAND RD 03/31/2021 03/31/2026 SYRACUSE NY 13209 DOL DOL KEAN INDUSTRIES,LLC 2345 RT.52 12/18/2023 12/18/2028 SUITE 2NHOPEWELL JUNCTION NY 12533 DOL DOL -2959 KELC DEVELOPMENT,INC 7088 INTERSTATE ISLAND RD 03/31/2021 03/31/2026 SYRACUSE NY 13209 DOL DOL KIMBERLY F.BAKER 7901 GEE ROAD 08/17/2021 08/17/2026 CANASTOTA NY 13032 DOL DOL KMA GROUP 11,INC. 29-10 38TH AVENUE 10/11/2023 10/11/2028 LONG ISLAND CITY NY 11101 DOL DOL --l833 KMA GROUP INC. 29-10 38TH AVENUE 10/11/2023 10/11/2028 LONG ISLAND CITY NY 11101 DOL DOL KMA INSULATION,INC. 29-10 38TH AVENUE 10/11/2023 10/11/2028 LONG ISLAND CITY NY 11101 DOL DOL KRIN HEINEMANN 2345 ROUTE 52,SUITE 2N 12/18/2023 12/18/2028 HOPEWELL JUNCTION NY 12533 DOL NYC KULWANT S.DEOL 9-11 40TH AVENUE 09/26/2023 09/26/2028 LONG ISLAND CITY NY 11101 DOL DA --8816 LAKE CONSTRUCTION AND 150 KINGS STREET 08/19/1998 08/19/2998 DEVELOPMENT BROOKLYN NY 11231 CORPORATION DOL DOL LEROY E.NELSON JR 531 THIRD ST 10/25/2022 10/25/2027 ALBANY NY 12206 DOL DOL LEROY E.NELSON JR 531 THIRD ST 12/22/2022 12/22/2027 ALBANY NY 12206 DOL DOL LEROY E.NELSON JR 531 THIRD ST 11/07/2023 11/07/2028 ALBANY NY 12206 DOL AG -3291 LINTECH ELECTRIC,INC. 3006 TILDEN AVE 02/16/2022 02/16/2027 BROOKLYN NY 11226 DOL DOL LOUIS A.CALICCHIA 1223 PARK ST. 05/17/2021 05/17/2026 PEEKSKILL NY 10566 DOL DOL - 2196 MAINSTREAM SPECIALTIES, 11 OLD TOWN RD 02/02/2021 02/02/2026 INC. SELKIRK NY 12158 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 MAQSOOD AHMAD 618 OCEAN PKWY 09/17/2020 09/17/2025 BROOKLYN NY 11230 DOL NYC MARIA NUBILE 84-22 GRAND AVENUE 03/10/2020 03/10/2025 ELMHURST NY 11373 DOL DOL 1320 MJC MASON CONTRACTING, 42 FOWLER AVENUE 10/25/2022 10/25/2027 INC. CORTLAND MANOR NY 10567 DOL DOL --l320 MJC MASON CONTRACTING, 42 FOWLER AVENUE 01/24/2023 01/24/2028 INC. CORTLAND MANOR NY 10567 DOL NYC MUHAMMEDA.HASHEM 524 MCDONALD AVENUE 09/17/2020 09/17/2025 BROOKLYN NY 11218 DOL NYC NAMOW,INC. 84-22 GRAND AVENUE 03/10/2020 03/10/2025 ELMHURST NY 11373 DOL DOL """""7790 NATIONAL BUILDING& 1010 TILDEN AVE 07/24/2023 07/24/2028 RESTORATION CORP UTICA NY 13501 DOL DOL """""1797 NATIONAL CONSTRUCTION 1010 TILDEN AVE 07/24/2023 07/24/2028 SERVICES,INC UTICA NY 13501 DOL NYC NAVIT SINGH 402 JERICHO TURNPIKE 08/10/2022 08/10/2027 NEW HYDE PARK NY 11040 DOL DOL NELCO CONTRACTING,LLC 1024 BROADWAY 11/07/2023 11/07/2028 ALBANY NY 12204 DOL DA NICHOLAS T.ANALITIS 505 MANHATTAN AVE 10/05/2023 10/05/2028 WEST BABYLON NY 11704 DOL DOL NICHOLE E.FRASERA/K/A 3469 STATE RT.69 03/01/2022 03/01/2027 NICHOLE RACE PERISH NY 13131 DOL DOL NICHOLE E.FRASERA/K/A 3469 STATE RT.69 11/15/2022 11/15/2027 NICHOLE RACE PERISH NY 13131 DOL DOL NICHOLE E.FRASER A/K/A 3469 STATE RT.69 09/29/2021 09/29/2026 NICHOLE RACE PERISH NY 13131 DOL DOL NICHOLE E.FRASER A/K/A 3469 STATE RT.69 02/09/2022 02/09/2027 NICHOLE RACE PERISH NY 13131 Page 4 of 6 NYSDOL Bureau of Public Work Debarment List 01/31/2025 Article 8 DOL DOL ""'7429 NICOLAE 1.BARBIR BESTUCCO 444 SCHANTZ ROAD 09/17/2020 09/17/2025 CONSTRUCTI ALLENTOWN PA 18104 ON,INC. DOL NYC - 5643 NYC LINE CONTRACTORS, 402 JERICHO TURNPIKE 08/10/2022 08/10/2027 INC. NEW HYDE PARK NY 11040 DOL DOL PATRICK PENNACCHIO 2345 RT.52 12/18/2023 12/18/2028 SUITE 2NHOPEWELL JUNCTION NY 12533 DOL DOL PATRICK PENNACCHIO 2345 RT.52 12/18/2023 12/18/2028 SUITE 2NHOPEWELL JUNCTION NY 12533 DOL DOL PAULINE CHAHALES 935 S LAKE BLVD 03/02/2021 03/02/2026 MAHOPAC NY 10541 DOL DOL PETER STEVENS 11 OLD TOWN ROAD 02/02/2021 02/02/2026 SELKIRK NY 12158 DOL DOL PETER STEVENS 8269 21ST ST 12/22/2022 12/22/2027 BELLEROSE NY 11426 DOL DOL ""'4168 PHANTOM CONSTRUCTION 95-27 116TH STREET 07/12/2024 07/12/2029 CORP. QUEENS NY 11419 DOL DOL *-*4168 PHANTOM CONSTRUCTION 95-27 116TH STREET 05/28/2024 05/28/2029 CORP. QUEENS NY 11419 DOL DOL *'* 0466 PRECISION BUILT FENCES, 1617 MAIN ST 03/03/2020 03/03/2025 INC. PEEKSKILL NY 10566 DOL NYC RASHEL CONSTRUCTION 524 MCDONALD AVENUE 09/17/2020 09/17/2025 CORP BROOKLYN NY 11218 DOL DOL --l068 RATH MECHANICAL 24 ELDOR AVENUE 02/03/2020 02/03/2025 CONTRACTORS,INC. NEW CITY NY 10956 DOL DOL ""'2633 RAW POWER ELECTRIC 3 PARK CIRCLE 07/11/2022 07/11/2027 CORP. MIDDLETOWN NY 10940 DOL DA """'7559 REGAL CONTRACTING INC. 24 WOODBINE AVE 10/01/2020 10/01/2025 NORTHPORT NY 11768 DOL DOL RICHARD REGGIO 1617 MAIN ST 03/03/2020 03/03/2025 PEEKSKILL NY 10566 DOL DOL ROBBYE BISSESAR 89-51 SPRINGFIELD BLVD 01/11/2003 01/11/3003 QUEENS VILLAGE NY 11427 DOL DOL ROMEO WARREN 161 ROBYN RD 07/11/2022 07/11/2027 MONROE NY 10950 DOL DOL """7172 RZ&AL INC. 198 RIDGE AVENUE 06/06/2022 06/06/2027 VALLEY STREAM NY 11581 DOL DOL SAL FRESINA MASONRY 1935 TEALL AVENUE 07/16/2021 07/16/2026 CONTRACTORS,INC. SYRACUSE NY 13206 DOL DOL SAL MASONRY (SEE COMMENTS) 07/16/2021 07/16/2026 CONTRACTORS,INC. SYRACUSE NY 13202 DOL DOL """"`9874 SALFREE ENTERPRISES INC P.O BOX 14 07/16/2021 07/16/2026 2821 GARDNER RDPOMPEI NY 13138 DOL DOL SALVATORE A FRESINA A/K/A 107 FACTORY AVE 07/16/2021 07/16/2026 SAM FRESINA P.O BOX 11070SYRACUSE NY 13218 DOL DOL SAM FRESINA 107 FACTORY AVE 07/16/2021 07/16/2026 P.O BOX 11070SYRACUSE NY 13218 DOL DA "' 0476 SAMCO ELECTRIC CORP. 3735 9TH ST 01/05/2023 01/05/2028 LONG ISLAND CITY NY 11101 DOL NYC "*"*1130 SCANA CONSTRUCTION 863 WASHINGTON STREET 03/10/2020 03/10/2025 CORP. FRANKLIN SQUARE NY 11010 DOL DOL """2045 SCOTT DUFFIE DUFFIE'S P.O BOX 111 03/03/2020 03/03/2025 ELECTRIC, CORNWALL NY 12518 INC. DOL DOL SCOTT DUFFIE P.O BOX 111 03/03/2020 03/03/2025 CORNWALL NY 12518 DOL DA SILVANO TRAVALJA 3735 9TH ST 01/05/2023 01/05/2028 LONG ISLAND CITY NY 11101 DOL DOL """'0440 SOLAR GUYS INC. 8970 MIKE GARCIA DR 07/16/2021 07/16/2026 MANASSAS VA 20109 DOL NYC SOMATIE RAMSUNAHAI 115-46 132ND ST 09/17/2020 09/17/2025 SOUTH OZONE PARK NY 11420 DOL DOL """'2221 SOUTH BUFFALO ELECTRIC, 1250 BROADWAY ST 02/03/2020 02/03/2025 INC. BUFFALO NY 14212 DOL NYC """ 3661 SPANIER BUILDING 200 OAK DRIVE 03/14/2022 03/14/2027 MAINTENANCE CORP SYOSSET NY 11791 DOL DOL STANADOS KALOGELAS 485 RAFT AVENUE 10/19/2021 10/19/2026 HOLBROOK NY 11741 DOL DOL ****3496 STAR INTERNATIONAL INC 89-51 SPRINGFIELD BLVD 08/11/2003 08/11/3003 QUEENS VILLAGE NY 11427 Page 5 of 6 NYSDOL Bureau of Public Work Debarment List 01/31/2025 Article 8 DOL DOL " *9528 STEEL-IT,LLC. 17613 SANTE FE LINE ROAD 07/16/2021 07/16/2026 WAYNESFIELD OH 45896 DOL DOL " *3800 SUBURBAN RESTORATION 5-10 BANTA PLACE 03/29/2021 03/29/2026 CO.INC. FAIR LAWN PLACE NJ 07410 DOL DOL """""9150 SURGE INC. 8269 21ST STREET 12/22/2022 12/22/2027 BELLEROSE NY 11426 DOL DOL SYED MUHAMMAD S.JAFRI 4307 28TH AVE 10/11/2024 10/11/2029 A/K/A SHARRUKH JAFRI ASTORIA NY 11103 DOL DOL SYED RAZA 198 RIDGE AVENUE 06/06/2022 06/06/2027 NY 11581 DOL DOL TARLOK SINGH 95-27 116TH STREET 05/28/2024 05/28/2029 QUEENS NY 11419 DOL DOL TARLOK SINGH 95-27 116TH STREET 07/12/2024 07/12/2029 QUEENS NY 11419 DOL DOL TERRY THOMPSON 11371 RIDGE RD 02/03/2020 02/03/2025 WOLCOTT NY 14590 DOL DOL ****9733 TERSAL CONSTRUCTION 107 FACTORY AVE 07/16/2021 07/16/2026 SERVICES INC P.O BOX 11070SYRACUSE NY 13208 DOL DOL TERSAL CONTRACTORS,INC. 221 GARDNER RD 07/16/2021 07/16/2026 P.O BOX 14POMPEI NY 13138 DOL DOL TERSAL DEVELOPMENT 1935 TEALL AVENUE 07/16/2021 07/16/2026 CORP. SYRACUSE NY 13206 DOL DOL """""5766 THE COKER CORPORATION COKER 2610 SOUTH SALINA ST 09/17/2020 09/17/2025 CORPORATIO SUITE 14SYRACUSE NY 13205 N DOL DOL "***2426 THE MATRUKH GROUP,INC. 4307 28TH AVE 10/11/2024 10/11/2029 PO BOX 9082ASTORIA NY 11103 DOL DOL TIMOTHY PERCY 29807 ANDREWS ROAD 10/17/2023 10/17/2028 BLACK RIVER NY 13612 DOL DA "***1050 TRI STATE CONSTRUCTION 50-39 175TH PLACE 03/28/2022 03/28/2027 OF NY CORP. FRESH MEADOWS NY 11365 DOL DA "'""4106 TRIPLE H CONCRETE CORP 2375 RAYNOR STREET 08/04/2021 08/04/2026 RONKONKOMA NY 11779 DOL DOL ****8210 UPSTATE CONCRETE& 449 WEST MOMBSHA ROAD 06/06/2022 06/06/2027 MASONRY CONTRACTING CO MONROE NY 10950 INC DOL DOL "**6418 VALHALLA CONSTRUCTION, 796 PHLEPS ROAD 12/01/2020 12/01/2025 LLC. FRANKLIN LAKES NJ 07417 DOL NYC ""*""2426 VICKRAM MANGRU VICK 21 DAREWOOD LANE 09/17/2020 09/17/2025 CONSTRUCTI VALLEY STREAM NY 11581 ON DOL NYC VICKRAM MANGRU 21 DAREWOOD LANE 09/17/2020 09/17/2025 VALLEY STREAM NY 11581 DOL DOL VIKTORIA RATH 24 ELDOR AVENUE 02/03/2020 02/03/2025 NEW CITY NY 10956 DOL DOL VINCENT CORRAO PO BOX 393 09/17/2024 09/17/2029 NANUET NY 10954 DOL DOL . *8266 WILLIAM CHRIS MCCLENDON MCCLENDON 1646 FALLS STREET 05/01/2023 05/01/2028 ASPHALT NIAGARA FALLS NY 14303 PAVING DOL DOL WILLIAM CHRIS MCCLENDON 1646 FALLS STREET 05/01/2023 05/01/2028 NIAGARA FALLS NY 14303 DOL DOL WILLIAM G.PROERFRIEDT 85 SPRUCEWOOD ROAD 01/19/2021 01/19/2026 WEST BABYLON NY 11704 DOL DOL "*5924 WILLIAM G.PROPHY,LLC WGP 54 PENTAQUIT AVE 01/19/2021 01/19/2026 CONTRACTIN BAYSHORE NY 11706 G,INC. DOL DOL WILLIAM SCRIVENS 4192 SIR ANDREW CIRCLE 07/18/2024 07/18/2029 DOYELSTOWN PA 18902 DOL DOL XENOFON EFTHIMIADIS 29-10 38TH AVENUE 10/11/2023 10/11/2028 LONG ISLAND CITY NY 11101 Page 6 of 6 SPECIAL NOTE NEW YORK STATE DEPARTMENT OF LABOR PREVAILING WAGE RATES Wage rate amendments and supplements are available on the NYSDOL web site at: WWW.LABOR.STATE.NY.US 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. 2019 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 2019 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 NEW YORK 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 2019 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 NEW YORK _ 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). END OF SPECIAL PROVISIONS 2019 SP-74 TECHNICAL SPECIFICATIONS 12/21/2018 AC 150/5370-1OH Item C-102 Temporary Air and Water Pollution, Soil Erosion, and Siltation Control DESCRIPTION 102-1. This item shall consist of temporary control measures as shown on the plans or as ordered by the Resident Project Representative (RPR)during the life of a contract to control pollution of air and water, soil erosion, and siltation through the use of silt fences,berms, dikes, dams, sediment basins,fiber mats, gravel,mulches,grasses, slope drains, and other erosion control devices or methods. Temporary erosion control shall be in accordance with the approved erosion control plan;the approved Construction Safety and Phasing Plan (CSPP) and AC 150/5370-2, Operational Safety on Airports During Construction. The temporary erosion control measures contained herein shall be coordinated with the permanent erosion control measures specified as part of this contract to the extent practical to assure economical, effective,and continuous erosion control throughout the construction period. Temporary control may include work outside the construction limits such as borrow pit operations, equipment and material storage sites,waste areas, and temporary plant sites. Temporary control measures shall be designed,installed and maintained to minimize the creation of wildlife attractants that have the potential to attract hazardous wildlife on or near public-use airports. MATERIALS 102-2.1 Grass. Grass that will not compete with the grasses sown later for permanent cover per Item T- 901 shall be a quick-growing species (such as ryegrass, Italian ryegrass, or cereal grasses) suitable to the area providing a temporary cover. Selected grass species shall not create a wildlife attractant. 102-2.2 Mulches. Mulches may be hay, straw,fiber mats,netting,bark,wood chips, or other suitable material reasonably clean and free of noxious weeds and deleterious materials per Item T-908. Mulches shall not create a wildlife attractant. 102-2.3 Fertilizer. Fertilizer shall be a standard commercial grade and shall conform to all federal and state regulations and to the standards of the Association of Official Agricultural Chemists. 102-2.4 Storm drain inlet protection. Storm drain inlet protection shall be provided and installed as shown on the details and plans. 102-2.5 Compost filter sock. Temporary compost filter sock, 12-inch diameter shall be provided and installed as shown on the plans and details. Materials shall meet the requirements of Table 5.1 and Table 5.2 of the NYSDEC Standards and Specifications for Erosion and Sediment Control—Blue Book. 102-2.6 Other.All other materials shall meet commercial grade standards and shall be approved by the RPR before being incorporated into the project. Item C-102 Temporary Air and Water Pollution, Soil Erosion, and Siltation Control TS C-102-1 12/21/2018 AC 150/5370-1OH CONSTRUCTION REQUIREMENTS 102-3.1 General. In the event of conflict between these requirements and pollution control laws, rules, or regulations of other federal, state, or local agencies,the more restrictive laws,rules, or regulations shall apply. The RPR shall be responsible for assuring compliance to the extent that construction practices,construction operations, and construction work are involved. 102-3.2 Schedule. Prior to the start of construction,the Contractor shall submit schedules in accordance with the approved Construction Safety and Phasing Plan (CSPP) and the plans for accomplishment of temporary and permanent erosion control work for clearing and grubbing;grading; construction;paving; and structures at watercourses. The Contractor shall also submit a proposed method of erosion and dust control on haul roads and borrow pits and a plan for disposal of waste materials.Work shall not be started until the erosion control schedules and methods of operation for the applicable construction have been accepted by the RPR. 102-3.3 Construction details. The Contractor will be required to incorporate all permanent erosion control features into the project at the earliest practicable time as outlined in the plans and approved CSPP. Except where future construction operations will damage slopes,the Contractor shall perform the permanent seeding and mulching and other specified slope protection work in stages, as soon as substantial areas of exposed slopes can be made available. Temporary erosion and pollution control measures will be used to correct conditions that develop during construction that were not foreseen during the design stage;that are needed prior to installation of permanent control features; or that are needed temporarily to control erosion that develops during normal construction practices,but are not associated with permanent control features on the project. Where erosion may be a problem, schedule and perform clearing and grubbing operations so that grading operations and permanent erosion control features can follow immediately if project conditions permit. Temporary erosion control measures are required if permanent measures cannot immediately follow grading operations. The RPR shall limit the area of clearing and grubbing, excavation,borrow,and embankment operations in progress,commensurate with the Contractor's capability and progress in keeping the finish grading,mulching, seeding, and other such permanent control measures current with the accepted schedule. If seasonal limitations make such coordination unrealistic,temporary erosion control measures shall be taken immediately to the extent feasible and justified as directed by the RPR. The Contractor shall provide immediate permanent or temporary pollution control measures to minimize contamination of adjacent streams or other watercourses, lakes,ponds, or other areas of water impoundment as directed by the RPR. If temporary erosion and pollution control measures are required due to the Contractor's negligence, carelessness, or failure to install permanent controls as a part of the work as scheduled or directed by the RPR,the work shall be performed by the Contractor and the cost shall be incidental to this item. The RPR may increase or decrease the area of erodible earth material that can be exposed at any time based on an analysis of project conditions. The erosion control features installed by the Contractor shall be maintained by the Contractor during the construction period. Provide temporary structures whenever construction equipment must cross watercourses at frequent intervals. Pollutants such as fuels,lubricants, bitumen,raw sewage,wash water from concrete mixing operations, and other harmful materials shall not be discharged into any waterways, impoundments or into natural or manmade channels. Item C-102 Temporary Air and Water Pollution, Soil Erosion, and Siltation Control TS C-102-2 12/21/2018 AC 150/5370-1OH METHOD OF MEASUREMENT 102-4.1 Temporary and permanent erosion and pollution control work required will be performed as scheduled or directed by the RPR. Completed and accepted work will be measured as follows: a. Measures and practices required for compliance with this specification for protection of construction areas outside the construction limits shall be measured on a lump sum basis. Measures and practices shall include,but not be limited to, air pollution prevention,water pollution prevention, concrete washout measures,temporary seeding,temporary mulching, construction road stabilization, dust control, protecting vegetation,and erosion and sediment control practices required due to the Contractor's means and methods of construction, and for borrow and waste areas,haul roads, equipment and material storage sites, and temporary plant sites. BASIS OF PAYMENT 102-5.1 Accepted quantities of temporary water pollution, soil erosion,and siltation control work ordered by the RPR and measured as provided in paragraph 102-4.1 will be paid for under: Item C-102-5.1 Compliance with Temporary Water Pollution, Soil Erosion and Siltation Control —per Lump Sum Where other directed work falls within the specifications for a work item that has a contract price,the units of work shall be measured and paid for at the contract unit price bid for the various items. Temporary control features not covered by contract items that are ordered by the RPR will be paid for in accordance with Section 90,paragraph 90-05 Payment for Extra Work. REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. Advisory Circulars (AC) AC 150/5200-33 Hazardous Wildlife Attractants on or Near Airports AC 150/5370-2 Operational Safety on Airports During Construction ASTM International(ASTM) ASTM D6461 Standard Specification for Silt Fence Materials United States Department of Agriculture (USDA) FAA/USDA Wildlife Hazard Management at Airports,A Manual for Airport Personnel END OF ITEM C-102 Item C-102 Temporary Air and Water Pollution, Soil Erosion, and Siltation Control TS C-102-3 2019 AC 150/5370-1OH Item C-105 Mobilization 105-1 Description. This item of work shall consist of,but is not limited to,work and operations necessary for the movement of personnel, equipment, material and supplies to and from the project site for work on the project except as provided in the contract as separate pay items. 105-2 Mobilization limit. Mobilization shall be limited to 8 percent of the total project cost. 105-3 Posted notices. Prior to commencement of construction activities, the Contractor must post the following documents in a prominent and accessible place where they may be easily viewed by all employees of the prime Contractor and by all employees of subcontractors engaged by the prime Contractor: Equal Employment Opportunity(EEO)Poster"Equal Employment Opportunity is the Law"in accordance with the Office of Federal Contract Compliance Programs Executive Order 11246,as amended; Davis Bacon Wage Poster (WH 1321) - DOL "Notice to All Employees" Poster; and Applicable Davis- Bacon Wage Rate Determination. These notices must remain posted until final acceptance of the work by the Owner. 105-4 Engineer/RPR field office and equipment. An Engineer/RPR field office is not required. 105-4 Island Access. Access to the island airport is provided by the Fishers Island Ferry District. The Contractor shall coordinate schedules, fees and requirements for mobilization to the site. Information can be found at: https://www.fifeny.com/commercial-rates-auto-ferry/. Vehicle space is limited on scheduled trips,generally 25 vehicle spaces are available per ferry boat scheduled approximately 4 trips per day(7am- 6:15 pm). The Contractor is responsible for advance reservations, coordination and all fees. Times and availability vary seasonally and are not guaranteed unless coordinated well in advance. Commercial charters may be available. METHOD OF MEASUREMENT 105-5 .1 Measurement for payment of mobilization will be made on a lump sum basis. Measurement for partial payment of mobilization will be made based percentage of work completed in accordance with the schedule shown in Section 6.1. BASIS OF PAYMENT 105-6.1 Payment for mobilization will be made on a lump sum basis. Based upon the contract lump sum price for"Mobilization"partial payments will be allowed as follows: a.With first pay request, 25%. b.When 25%or more of the original contract is earned, an additional 25%. c.When 50%or more of the original contract is earned, an additional 40%. d. After Final Inspection, Staging area clean-up and delivery of all Project Closeout materials as required by Section 90,paragraph 90-11, Contractor Final Project Documentation, the final 10%. Payment will be made under: Item C-105-6.1 Mobilization(8%max.)—per lump sum Item C-105 Mobilization TS C-105-1 2019 AC 150/5370-1OH REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. Office of Federal Contract Compliance Programs (OFCCP) Executive Order 11246, as amended EEOC-P/E-1 —Equal Employment Opportunity is the Law Poster United States Department of Labor,Wage and Hour Division (WHD) WH 1321 —Employee Rights under the Davis-Bacon Act Poster END OF ITEM C-105 Item C-105 Mobilization TS C-105-2 2019 Item C-106 Safety, Security and Maintenance of Traffic DESCRIPTION 106-1.1 General. This work shall consist of maintaining aircraft and vehicular traffic and protecting the public from damage to person and property within the limits of and for the duration of the Contract, and as specified in the Construction Safety and Phasing Plan,Appendix A to Section 70. Contractor is responsible for maintenance and repair of these items, regardless of cause of damage, until the project is accepted. The following items are specifically included without limiting the generality implied by these Specifications and the Contract Drawings. Contractor is responsible for maintenance and repair of these items,regardless of cause of damage,until the project is accepted. - Restoration of all surfaces disturbed as a result of the Contractor's Operations which are not otherwise paid for. - Installation, maintenance, repair and removal of temporary access roads and maintenance and repair of existing access roads, including dust control measures. - Installation, maintenance, repair and removal of temporary barricades, barricade lights, barricade flags,warning signs and hazard markings. - Installation,maintenance, repair and removal of temporary lights and lighting circuits. Temporary above ground lighting cables shall be delineated with stakes and flagging in turf areas and barricades in paved areas. - Installation,maintenance, repair and removal of temporary lighted closed runway markers. - Installation,maintenance, repair and removal of temporary closed runway markers. - Testing and maintenance of existing and new lighting circuitry. - Cleaning and maintenance of all paved areas. The Owner will be responsible for moving parked aircraft which interfere with the work of this Contract. Contractor shall give the Owner adequate notice of the intended work schedule to allow the Owner time to accommodate the schedule. The Owner will be responsible for issuing notification to patrons of the parking lot for upcoming work based on the Contractor's schedule. Contractor shall be responsible for moving parked vehicles which interfere with the work of this Contract. Vehicles shall be moved to a location designated by the Owner during construction. Damage to vehicles caused by the Contractor's operations shall be repaired by the Contractor at no expense to the Owner or vehicle owner. METHOD OF MEASUREMENT 106-2.1 Measurement for payment of safety, security and maintenance of traffic will be made on a lump sum basis. Measurements for partial payment may be made at the discretion of the RPR as the work progresses based on contract time or percent of work completed. Item C-106 Safety, Security and Maintenance of Traffic T S C-106-1 2019 BASIS OF PAYMENT 106-3.1 The lump sum price bid for safety, security and maintenance of traffic shall include all equipment, materials, labor and incidentals necessary to adequately and safely maintain and protect traffic. In the event the contract completion date is extended, no additional payment will be made for safety, security and maintenance of traffic. Partial payments of the lump sum price bid may be made for this item at the discretion of the RPR as the work progresses based on contract time or work completed, less any deductions for unsatisfactory safety, security and maintenance of traffic. No payment will be made under safety, security and maintenance of traffic for each calendar day during which there are substantial deficiencies in compliance with the Specification requirements of any subsection of this Section as determined by the RPR. The amount of such calendar day non-payment will be determined by dividing the lump sum amount bid for safety, security and maintenance of traffic by the number of calendar days between the date the Contractor commences work and the date of completion as designated in this proposal, without regard to any extension of time. If the Contractor fails to maintain and protect traffic adequately and safely for a period of 24 hours, the Owner shall correct the adverse conditions by any means it deems appropriate and shall deduct the cost of the corrective work from any monies due the Contractor. The cost of this work shall be in addition to the liquidated damages and non-payment for safety, security and maintenance of traffic listed above. However, where major nonconformance with the requirements of this Specification is noted by the RPR and prompt Contractor compliance is deemed not to be obtainable, all contract work may be stopped by direct order of the RPR regardless of whether corrections are made by the Owner as stated in the paragraph above. Payment will be made under: C-106-3.1 Safety, Security and Maintenance of Traffic -per lump sum END OF ITEM C-106 Item C-106 Safety, Security and Maintenance of Traffic TS C-106-2 Item C-107 Project Survey and Stakeout DESCRIPTION 107-1.1 Project survey and stakeout shall be completed in accordance with this specification. The Contractor shall do all necessary surveying required to construct all elements of the Project. Project survey and stakeout shall be performed by competently qualified personnel acceptable to the Engineer.The survey and stakeout shall be progressed in advance of construction operations such that the layout does not impede the construction schedule. All survey work shall be provided under the direction of a Licensed Surveyor licensed in the State in which the project is located. Survey layout is required to located REIL and PAPI equipment stations and elevations. EQUIPMENT&MATERIALS 107-2.1 General.All instruments,equipment, stakes and any other material necessary to perform the work satisfactorily shall be provided by the Contractor.It shall be the Contractor's responsibility to maintain these stakes in their proper position and location at all times. 107-2.2 Equipment. 1. Surveying Equipment. The contractor shall provide all industry standard and calibrated survey equipment necessary to achieve the layout tolerances. 2. Survey Grade GPS Inspection Units. a. GPS Inspection Units shall be equipped to receive Global Positioning System (GPS), GLONASS and GNSS position data. b. GPS units shall be equipped to receive, and be capable of utilizing, Real Time Kinematics (RTK) correctional data(current version of RTCM format)through internet protocol as provided from the Continuously Operating Reference System (CORS) Network. This shall include all necessary communication devices,repeaters and systems, data service plans and communications to meet the minimum required accuracy and not exceed a 2 second latency at the rover. Whichever communication method is utilized by the Contractor to broadcast the CORS RTK correctional data,the Contractor shall ensure that the RTK data shall be available at all locations across the entire contract site during all hours of construction and inspection operations. c. GPS units shall include the capability to "localize"both the horizontal and vertical control to local project monumentation (also known as calibrate),while utilizing RTK corrections from a reference network. d. GPS units shall include either an integrated or modular communication device capable of receiving RTK correctional data to satisfy the requirement of using CORS RTK corrections. e. GPS units shall have the ability to display the number of satellites tracked at any one time,and indicate the accuracy quality of each measurement relative to the strength of signals,and the GDOP (Geometric Dilution of Precision). f. GPS Unit shall include dual frequency receivers. Item C-107 Project Survey and Stakeout TS C-107-1 g. Minimum Required Kinematic Accuracy relative to primary project control (CORS): Horizontal: 0.033 ft. + 1.0 ppm;Vertical: 0.065 ft. + 1.0 ppm h. All necessary hardware and software shall be included(including communication drivers) to connect the GPS unit to a Tablet PC and communicate/exchange positional data with CADD software. i. The data controller shall permit the user to program and store multiple configurations (also known as user preferences)prior to the actual field measurements. Configurations shall be capable of being stored and recalled in the field. j. GPS units shall include one fixed height rover rod of 6.56 feet in length, one attachable bipod which is compatible with the rover rod, and one topo shoe. k. A GPS unit set up to operate as a base station shall include all necessary additional cables,hardware, fasteners or accessories necessary to install it in a fixed semi-permanent location,will not be considered as a rover unit, and therefore will not require a rover rod, a bi-pod, or a topo shoe 107-2.3 Materials. Stakes used for construction layout shall be sound hardwood stakes having minimum dimensions of 1 inch by 1 inch by 4 feet in length. CONSTRUCTION METHODS 170-3.1 General. This work shall consist of providing all necessary survey work to establish, spatially position, and verify the locations of existing and proposed features and measure quantities of items in accordance with the contract documents or as directed by the RPR. This work includes but is not limited to the establishment, reestablishment or localization of primary and secondary control,the stakeout or layout of proposed features,the initialization, calibration and navigation of automated equipment operations,the location or verification of existing or of constructed features,the verification of geospatial data for proposed construction work and the coordination and sharing of survey data with the RPR. The Contractor shall be responsible for trimming trees,brush and other objects from survey lines in advance of all survey work to permit accurate and unimpeded work by the survey crews. 107-3.2 Layout and stakeout. The exact position of all work shall be established from control points, baseline points or other points of similar nature which are shown on the Contract Drawings. Any error, apparent discrepancy or absence in or of data shown or required for accurately accomplishing the stakeout survey shall be referred to the Engineer for interpretation or furnishing when such is observed or required. Stakes shall be clearly and legibly marked based on computations and measurements made by the Contractor. Markings shall include centerline station, offset and cut or fill marks. If markings become faded or blurred,they shall be restored by the Contractor, if requested by the Engineer. Contractor shall locate and place all cut, fill, slope, fine grade or other stakes and points for the proper progress of the work. All control points shall be properly guarded and flagged for easy identification. Reference points, baselines, stakes and benchmarks for borrow pits shall be established by the Contractor. Permanent survey marker locations shall be established and referenced by the Contractor. The Contractor shall be responsible for the accuracy of his work and shall maintain all reference points, stakes, etc.,throughout the life of the Contract. Damaged or destroyed points,benchmarks or stakes,or any reference points made inaccessible by the progress of the construction, shall be replaced or transferred by the Contractor. Any of the above points which may be destroyed or damaged shall be transferred by the Contractor before they are damaged or destroyed.All control points shall be referenced by ties to acceptable objects and recorded. Any alterations or revisions in the ties shall be so noted and the information furnished to the Engineer immediately. All stakeout survey work shall be referenced to the centerlines shown on the Contract Drawings indicating station and offset. All computations necessary to Item C-107 Project Survey and Stakeout TS C-107-2 establish the exact position of the work from control points shall be made by the Contractor. All computations, survey notes and other records necessary to accomplish the work shall be neatly made, and shall be made available to the Engineer upon request. The Engineer may check all or any portion of the stakeout survey work or notes made by the Contractor. Any necessary correction to the work shall be made immediately by the Contractor. Such checking by the Engineer shall not relieve the Contractor of any responsibilities for the accuracy or completeness of his work. Upon completion of all grading and paving work,the Contractor shall re-establish baseline points, control points, and centerline points at 100 foot stations. The baseline points, control points, and centerline points to be established shall be the same as those used to develop design quantities. Existing markers, stakes, iron pins, and survey monuments which have a high probability of being disturbed during construction shall be properly tied into fixed reference points before being disturbed and accurately reset in their proper position upon completion of the work. 107-3.3 Traditional Survey Stakeout. The Contractor shall field locate all features to be constructed from survey control points which are identified on the Plans. Any error, apparent discrepancy or absence in the data shown or required to appropriately accomplish the stakeout survey shall be referred to the RPR immediately for interpretation when such is observed or required. The Contractor shall place two offset stakes or references points along the center line at maximum intervals of 50 feet and at such intermediate locations as required to determine location and direction. From computations and measurements made by the Contractor,these stakes shall be clearly and legibly marked with the center line station number, offset and cut or fill from which the establishment of the centerline location and elevation can be determined. If markings become illegible for any reason the markings shall be restored by the Contractor. The Contractor shall locate and place all cut, fill, slope, fine grade, or other stakes and points for the proper progress of the work with a maximum station spacing of 50 feet. All control points shall be properly protected and flagged for easy identification. The Contractor shall be responsible for the accuracy of the work and shall maintain all applicable reference points, stakes,etc. Damaged or destroyed reference points or bench marks made inaccessible by the progress of the construction shall be replaced or transferred by the Contractor. All control points shall be referenced by ties(4 minimum)to specific points on acceptable objects and recorded. Any alterations or revisions in the ties shall be so noted and the information furnished to the RPR. All stakeout survey work related to control shall be referenced to the control line shown in the contract documents. Computations and survey notes necessary to establish the position of the work from control points, shall be made and maintained in a neat, legible and acceptable format by the Contractor. Computations, survey notes and other survey information shall be made available to the RPR within 3 work days from the request. The RPR may check all or any portion of the stakeout survey work or notes made by the Contractor. Such checking by the RPR shall not relieve the Contractor of any responsibilities for the accuracy or completeness of the work. 107-3.4 Survey Reference Points. 1. Existing horizontal and vertical control points for the Project are those designated on drawings or as determined from investigation of the existing conditions. 2. Locate and protect control points prior to starting Site Work and preserve permanent reference points during construction. a. Make no changes or relocations without prior approval of the RPR. b. Report to RPR when reference point is lost, destroyed or requires relocation because of necessary changes in grades or locations. Item C-107 Project Survey and Stakeout TS C-107-3 c. Replace Project control points,which may be lost or destroyed. Airport control points shall be replaced in accordance with their requirements. d. Existing property corners,markers, stakes,iron pins, and survey monuments defining property lines which have a high probability of being disturbed during construction shall be properly tied into fixed reference points before being disturbed. If disturbed,they shall be accurately reset in their proper position upon completion of the work. 107-3.5 Project Layout Requirements. 1. Establish a sufficient number of permanent bench marks on Site,as may be required, referenced to data established by survey control points. Record locations of benchmarks with horizontal and vertical data on Project Record Documents. 2. From established control points, layout all Work by establishing all lines and grades at Site necessary to control Work. Contractor shall be responsible for all measurements that may be required for execution of Work to location and limit marks prescribed in appropriate Specification Sections or on Contract Drawings. 3. Furnish, at contractor expense, all such stakes, steel pins, equipment,tools and material and labor that may be required in laying out Work control points. 4. Establish lines and levels. Locate and layout by instrumentation and similar appropriate means: a. Verify property,grades, lines,levels and dimensions indicated. b. Site Improvements 1) Provide stakes for equipment siting,both location and elevations. 5. Verify and coordinate in field all existing and proposed underground components including civil, structural,utilities and other components prior to initiation of the Work. Advise RPR of any conflicts or discrepancies. 107-3.6 Documents. 1. Submit name, address and contact information of Surveyor to RPR. 2. On request of the RPR, submit documentation to certify accuracy of construction survey and stakeout work and compliance with Contract Documents. 3. Submit certificate signed by licensed surveyor certifying that elevations and locations of improvements are in conformance with Contract Documents. Should any work be in non- conformance with Contract Documents, Contractor shall identify all such non-conformance in the certificate. 4. Standards and Availability: Data and other measurements shall be recorded in accordance with standard and approved methods. All field notes, sketches, recordings,and computations in establishing above horizontal and vertical control points shall be available at all times during progress of Work for ready examination by RPR. 5. Maintain complete and accurate record data on underground utilities and obstructions,new and existing, encountered in execution of Work. Record data on Project Record Documents. 6. On completion of major site improvements,prepare certified survey showing dimensions, locations, angles, and elevations of construction. 107-3.7 Computer Aided Drafting&Design (CADD) and 3D Surface files. CAD files will not be provided to the Contractor,all necessary layout data is shown on the plans. Item C-107 Project Survey and Stakeout TS C-107-4 METHOD OF MEASUREMENT 107-4.1 Measurement for payment of project survey and stakeout will be made on a lump sum basis. Measurement for partial payments,at the discretion of the Engineer,will be in proportion to the total amount of contract work completed. BASIS OF PAYMENT 107-5.1 The lump sum price bid shall include the cost of furnishing all labor,equipment,instruments and all other material necessary to satisfactorily complete the project surveying and stakeout. Partial payments of the lump sum price bid may be made for this item as the work progresses, at the discretion of the Engineer. Payment will be made under: Item C-107-5.1 Project Survey and Stakeout—per lump sum END OF ITEM 107 Item C-107 Project Survey and Stakeout TS C-107-5 2019 AC 150/5370-1OH Item L-107 Airport Wind Cones DESCRIPTION 107-1.1 This item shall consist of removal of existing airport wind cones; furnishing and installing an airport wind cone per these specifications and per the dimensions, design, and details shown in the plans. The work shall include the furnishing and installation of a support for mounting the wind cone and the specified interconnecting wire. The item shall also include all cable connections, conduit and conduit fittings,the furnishing and installation of all lamps,ground rod and ground connection,the testing of the installation, and all incidentals necessary to place the wind cone in operation(as a completed unit)to the satisfaction of the RPR. EQUIPMENT AND MATERIALS 107-2.1 General. a.Airport lighting equipment and materials covered by advisory circulars (ACs) shall be certified in AC 150/5345-53,Airport Lighting Equipment Certification Program(ALECP) and listed in the ALECP Addendum. b.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 when requested by the RPR. c.Manufacturer's certifications shall not relieve the Contractor of the responsibility to provide materials per these specifications. Materials supplied and/or installed that do not comply with these specifications shall be removed(when directed by the RPR) and replaced with materials that comply with these specifications, at the Contractor's cost. d.All materials and equipment used to construct this item shall be submitted to the RPR for approval prior to ordering the equipment. 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 products or models applicable to this project. Indicate all optional equipment and delete any non-pertinent data. Submittals for components of electrical equipment and systems shall identify the equipment to which they apply on each submittal sheet. Markings shall be made bold and clear with arrows or circles (highlighting is not acceptable). Contractor is solely responsible for delays in the project that may accrue directly or indirectly from late submissions or resubmissions of submittals. e.The data submitted shall be sufficient,in the opinion of the RPR,to determine compliance with the plans and specifications. The Contractor's submittals shall be neatly bound in a properly sized 3-ring binder,tabbed by specification section. The RPR reserves the right to reject any and all equipment, materials or procedures,that do not meet the system design and the standards and codes, specified in this document. L All equipment and materials furnished and installed under this section shall be guaranteed against defects in materials and workmanship for at least twelve (12)months from the date of final acceptance by Item L-107 Airport Wind Cones TS L-107-1 2019 AC 150/5370-1OH the Owner. The defective materials and/or equipment shall be repaired or replaced, at the Owner's discretion,with no additional cost to the Owner. 107-2.2 Wind cones. The supplemental wind cone assembly shall conform to the requirements of AC 150/5345-27, Specification for Wind Cone Assemblies,and shall be Type L-807(L) (primary,rigid base), Style I-B (internally lighted), Size 2 (36"x 12' sock),voltage driven, 120V AC, 60 Hz. The color of the fabric shall be orange. Provide marine treated option. Lights fixtures shall be LED. Provide one spare wind sock. The illuminated wind cone must present a constant brightness to the pilot. 107-2.3 Electrical wire and cable. Refer to technical specification L-108. 107-2.4 Conduit. Refer to technical specification L-110. 107-2.5 Not used. 107-2.6 Concrete. Concrete foundations shall be proportioned,placed, and cured per New York State Department of Transportation Standard Specifications, latest issue,plus all revisions and addenda pertaining thereto, Section 555-2. Unless otherwise shown on the Contract Drawings,the concrete shall be Class A,with a maximum permissible slump of 3-1/2 inches and a minimum allowable compressive strength of 4,000 psi(28 MPa). 107-2.7 Paint. a. Priming paint for non-galvanized metal surfaces shall be a high solids alkyd primer compatible with the manufacturer's recommendations for the intermediate or topcoat. b. Priming paint for galvanized metal surfaces shall be zinc dust-zinc oxide primer paint conforming to MIL-DTL-24441C/19B. Use MIL-24441 thinner per paint manufacturer's recommendations. c. Orange paint for the body and the finish coats on metal and wood surfaces shall consist of a ready- mixed non-fading paint per Master Painter's Institute (MPI) Reference 49 (gloss). The color shall be per Federal Standards 595, International Orange,Number 12197. d.White paint for body and finish coats on metal and wood surfaces shall be ready-mixed paint conforming to the MPI, Reference 49, Exterior Alkyd,Gloss. e.Priming paint for wood surfaces shall be mixed on the job by thinning the above specified aviation- orange or white paint by adding 1/2 pint(0.24 liter)of raw linseed oil to each gallon(liter). 107-2.8 Padlocks.Not Used. 107-2.9 Obstruction light.When shown on the plans,the wind cone assembly shall have an L-810 LED obstruction light installed at its highest point. The obstruction light shall conform to the requirements of AC 150/5345-43 CONSTRUCTION METHODS 107-3.1 Installation. The hinged support or hinged pole shall be installed on a concrete foundation per the plans. 107-3.2 Support pole erection. The Contractor shall erect the pole on the foundation following the manufacturer's requirements and erection details. The pole shall be level and secure. Item L-107 Airport Wind Cones TS L-107-2 2019 AC 150/5370-1OH 107-3.3 Electrical connection. The Contractor shall furnish all labor and materials and shall make complete electrical connections per the wiring diagram furnished with the project plans. The electrical installation shall conform to the requirements of the latest edition of National Fire Protection Association, NFPA-70,National Electric Code (NEC). Underground cable and duct for cable installation shall be installed in accordance with Item L-108, Underground Power Cables for Airports, and Item L-110,Airport Underground Electrical Duct Banks and Conduits in locations as shown on the plans. 107-3.4 Booster transformer.Not used. 107-3.5 Ground connection and ground rod. The Contractor shall furnish and install a ground rod, grounding cable, and ground clamps for grounding the "A"frame of the 12-foot(3.7-m) assembly or pipe support of the 8-foot(2.4-m) support near the base. The ground rod shall be of the type, diameter and length specified in Item L-108, Underground Power Cable for Airports. The ground rod shall be driven into the ground adjacent to the concrete foundation(minimum distance from foundation of 2 feet(60 cm)) so that the top is at least 6 inches (150 mm)below grade. The grounding cable shall consist of No. 2 American wire gauge (AWG)minimum stranded copper wire or larger and shall be firmly attached to the ground rod by exothermic welding. If an exothermic weld is not possible, connections to the grounding bus shall be made by using connectors approved for direct burial in soil or concrete per UL 467. The other end of the grounding cable shall be securely attached to a leg of the frame or to the base of the pipe support with non-corrosive metal and shall be of substantial construction. The resistance to ground shall not exceed 25 ohms. If a single rod grounding electrode has a resistance to earth of over 25 ohms,then install one supplemental rod not less than 10 feet from the first rod. If desired resistance to ground levels are still not achieved, see FAA-STD-019 for guidance on the application of coke breeze. 107-3.6 Painting. Three coats of paint shall be applied(one prime, one body, and one finish)to all exposed material installed under this item except the fabric cone, obstruction light globe, and lamp reflectors. The wind cone assembly, if already painted upon receipt, shall be given one finish coat of paint in lieu of the three coats specified above. The paint shall be per MPI Reference 49 (gloss). The color shall be per Federal Standard 595, International Orange,Number 12197. 107-3.7 Light sources. The Contractor shall furnish and install lamps per the manufacturer's instruction book. 107-3.8 Chain and padlock. The Contractor shall furnish and install a suitable operating chain for lowering and raising the hinged top section. The chain shall be attached to the pole support in a manner to prevent the light fixture assembly from striking the ground in the lowered position. A padlock shall also be furnished by the Contractor on the 8-foot(2.4-m)wind cone for securing the hinged top section to the fixed lower section. Keys for the padlock shall be delivered to the RPR. 107-3.9 Segmented circle. Not used. METHOD OF MEASUREMENT 107-4.1 The quantity to be paid shall be the number of wind cones installed as completed units in place, accepted,and ready for operation. 107-4.2 Removal of the existing wind cone shall be measured on a lump sum basis, completely removed and the area restored. Item L-107 Airport Wind Cones TS L-107-3 2019 AC 150/5370-1OH BASIS OF PAYMENT 107-5.1 Payment will be made at the contract unit price for each completed and accepted job. This price shall be full compensation for furnishing all materials and for all preparation, assembly, and installation of these materials, and for all labor, equipment,tools, and incidentals necessary to complete this item. 107-5.2 Payment will be made on a lump sum basis for the removal of the existing wind cone. This price shall be full compensation for furnishing all materials and for all preparation, and removal of these materials and for all labor,equipment,tools and incidentals necessary to complete this item. Payment will be made under: Item L-107-5.1 L-807(L)Primary Wind Cone Installed on New Foundation, Style I-B, Size 2, LED -per Lump Sum Item L-107-5.2 Removal of Existing Wind Cone and Foundation-per Lump Sum REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. Advisory Circulars (AC) AC 150/5340-30 Design and Installation Details for airport Visual Aids AC 150/5345-7 Specification for L-824 Underground Electrical Cable for Airport Lighting Circuits AC 150/5345-27 Specification for Wind Cone Assemblies AC 150/5345-53 Airport Lighting Equipment Certification Program Commercial Item Description A-A-59544 Cable and Wire, Electrical(Power,Fixed Installation) Federal Standard(FED STD) FED STD 595 Colors Used in Government Procurement Master Painter's Institute (MPI) MPI Reference 49 Alkyd, Exterior, Gloss (MPI Gloss Level 6) Mil Standard MIL-DTL-24441C/19B Paint, Epoxy-Polyamide,Zinc Primer, Formula 159, Type III Underwriters Laboratories (UL) UL Standard 6 Electrical Rigid Metal Conduit— Steel UL Standard 514B Conduit,Tubing, and Cable Fittings UL Standard 651 Schedule 40, 80, Type EB and A Rigid PVC Conduit and Fittings National Fire Protection Association(NFPA) NFPA-70 National Electric Code (NEC) END OF ITEM L-107 Item L-107 Airport Wind Cones TS L-107-4 2019 AC 150/5370-1OH Item L-108 Underground Power Cable for Airports DESCRIPTION 108-1.1 This item shall consist of furnishing and installing power cables that are direct buried and furnishing and/or installing power cables within conduit or duct banks per these specifications at the locations shown on the plans. It includes excavation and backfill of trench for direct-buried cables only. Also included are the installation of counterpoise wires, ground wires, ground rods and connections, cable splicing, cable marking,cable testing,and all incidentals necessary to place the cable in operating condition as a completed unit to the satisfaction of the RPR. This item shall not include the installation of duct banks or conduit, trenching and backfilling for duct banks or conduit, or furnishing or installation of cable for FAA owned/operated facilities. EQUIPMENT AND MATERIALS 108-2.1 General. a.Airport lighting equipment and materials covered by advisory circulars(AC)shall be approved under the Airport Lighting Equipment Certification Program per AC 150/5345-53, current version. b. 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, when requested by the RPR. c.Manufacturer's certifications shall not relieve the Contractor of the responsibility to provide materials per these specifications. Materials supplied and/or installed that do not comply with these specifications shall be removed (when directed by the RPR) and replaced with materials that comply with these specifications at the Contractor's cost. d.All materials and equipment used to construct this item shall be submitted to the RPR for approval prior to ordering the equipment. 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 products or models applicable to this project. Indicate all optional equipment and delete any non-pertinent data. Submittals for components of electrical equipment and systems shall identify the equipment to which they apply on each submittal sheet. Markings shall be made bold and clear with arrows or circles (highlighting is not acceptable). The Contractor is solely responsible for delays in the project that may accrue directly or indirectly from late submissions or resubmissions of submittals. e. The data submitted shall be sufficient, in the opinion of the RPR,to determine compliance with the plans and specifications.The Contractor's submittals shall be neatly bound in a properly sized 3-ring binder, tabbed by specification section. The RPR reserves the right to reject any and all equipment, materials, or procedures that do not meet the system design and the standards and codes, specified in this document. f. All equipment and materials furnished and installed under this section shall be guaranteed against defects in materials and workmanship for at least twelve (12) months from the date of final acceptance by the Owner. The defective materials and/or equipment shall be repaired or replaced, at the Owner's discretion, with no additional cost to the Owner. The Contractor shall maintain a minimum insulation Item L-108 Underground Power Cable for Airports TS L-108-1 2019 AC 150/5370-1OH resistance in accordance with paragraph 108-3.1Oe with isolation transformers connected in new circuits and new segments of existing circuits through the end of the contract warranty period when tested in accordance with AC 150/5340-26,Maintenance Airport Visual Aid Facilities,paragraph 5.1.3.1,Insulation Resistance Test. 108-2.2 Cable.Underground cable for airfield lighting facilities(runway and taxiway lights and signs)shall conform to the requirements of AC 150/5345-7, Specification for L-824 Underground Electrical Cable for Airport Lighting Circuits latest edition. Conductors for use on 6.6 ampere primary airfield lighting series circuits shall be single conductor, seven strand, 48 American wire gauge (AWG), L-824 Type C, 5,000 volts, non-shielded, with cross-linked polyethylene insulation. L-824 conductors for use on the L-830 secondary of airfield lighting series circuits shall be sized in accordance with the manufacturer's recommendations. All other conductors shall comply with FAA and National Electric Code (NEC) requirements. Conductor sizes noted above shall not apply to leads furnished by manufacturers on airfield lighting transformers and fixtures. Wire for electrical circuits up to 600 volts shall comply with Specification L-824 and/or Commercial Item Description A-A-59544A and shall be type XHHW-2, 75°C for installation in conduit. Conductors for parallel (voltage) circuits shall be type and size and installed in accordance with NFPA-70, National Electrical Code. Unless noted otherwise, all 600-volt and less non-airfield lighting conductor sizes are based on a 75°C, XHHW-2, 600-volt insulation, copper conductors, not more than three single insulated conductors, in raceway, in free air. The conduit/duct sizes are based on the use of XHHW-2, 600-volt insulated conductors. The Contractor shall make the necessary increase in conduit/duct sizes for other types of wire insulation. In no case shall the conduit/duct size be reduced. The minimum power circuit wire size shall be 412 AWG. Conductor sizes may have been adjusted due to voltage drop or other engineering considerations. Equipment provided by the Contractor shall be capable of accepting the quantity and sizes of conductors shown in the Contract Documents. All conductors, pigtails, cable step-down adapters, cable step-up adapters,terminal blocks and splicing materials necessary to complete the cable termination/splice shall be considered incidental to the respective pay items provided. Cable type, size, number of conductors, strand and service voltage shall be as specified in the Contract Document. 108-2.3 Bare copper wire (counterpoise, bare copper wire ground and ground rods). Wire for counterpoise installations and external grounding bond wire for airfield lighting systems shall be No. 6 AWG bare solid copper wire per ASTM 133. Wire for internal grounding bond wire for airfield lighting systems shall be green insulated No. 6 AWG stranded copper wire per ASTM 138. For voltage powered circuits,the equipment grounding conductor shall comply with NEC Article 250. Ground rods shall be copper-clad steel. The ground rods shall be of the length and diameter specified on the plans,but in no case be less than 8 feet(2.4 m) long and 5/8 inch(16 mm)in diameter. 108-2.4 Cable connections. In-line connections or splices of underground primary cables shall be of the type called for on the plans, and shall be one of the types listed below.No separate payment will be made for cable connections. a. The cast splice. A cast splice, employing a plastic mold and using epoxy resin equivalent to that manufactured by 3M'Company, "Scotchcast" Kit No. 82-13, or an approved equivalent, used for potting the splice is acceptable. Item L-108 Underground Power Cable for Airports TS L-108-2 2019 AC 150/5370-1OH b. The field-attached plug-in splice. Field attached plug-in splices shall be installed as shown on the plans. The Contractor shall determine the outside diameter of the cable to be spliced and furnish appropriately sized connector kits and/or adapters. Tape or heat shrink tubing with integral sealant shall be in accordance with the manufacturer's requirements. Primary Connector Kits manufactured by Amerace, "Super Kit", Integro "Complete Kit", or approved equal is acceptable. Heat-shrink tubing shall be used where the field attached plug-in splice is connected to the cable insulation jacket. c. The factory-molded plug-in splice. Specification for L-823 Connectors, Factory-Molded to Individual Conductors, is acceptable. d. The taped or heat-shrink splice.Not used. 108-2.5 Splicer qualifications. Every airfield lighting cable splicer shall be qualified in making airport cable splices and terminations on cables rated at or above 5,000 volts AC. The Contractor shall submit to the RPR proof of the qualifications of each proposed cable splicer for the airport cable type and voltage level to be worked on. Cable splicing/terminating personnel shall have a minimum of three (3) years continuous experience in terminating/splicing medium voltage cable. 108-2.6 Concrete. Concrete foundations shall be proportioned, placed, and cured per New York State Department of Transportation Standard Specifications, latest issue, plus all revisions and addenda pertaining thereto, Section 555-2. Unless otherwise shown on the Contract Drawings,the concrete shall be Class A, with a maximum permissible slump of 3-1/2 inches and a minimum allowable compressive strength of 4,000 psi(28 MPa). Or Connecticut Department of Transportation Standard Specifications, latest issue, plus all revisions and addenda pertaining thereto, Section M-03. Unless otherwise shown on the Contract Drawings,the concrete shall be Class F,with a maximum permissible slump of 3-1/2 inches and a minimum allowable compressive strength of 4,000 psi(28 MPa). 108-2.7 Flowable backfill.Not used. 108-2.8 Cable identification tags. Cable identification tags shall be made from a non-corrosive material with the circuit identification stamped or etched onto the tag. The tags shall be of the type as detailed on the plans. 108-2.9 Tape. Electrical tapes shall be ScotchTM Electrical Tapes—ScotchTM 88 (1-1/2 inch(38 min)wide) and ScotchTM 130C' linerless rubber splicing tape (2-inch (50 mm) wide), as manufactured by the Minnesota Mining and Manufacturing Company(3MTM), or an approved equivalent. 108-2.10 Electrical coating. Electrical coating shall be ScotchkoteTM as manufactured by 3MTM, or an approved equivalent. 108-2.11 Existing circuits. Whenever the scope of work requires connection to an existing circuit, the existing circuit's insulation resistance shall be tested, in the presence of the RPR. The test shall be performed per this item and prior to any activity that will affect the respective circuit. The Contractor shall record the results on forms acceptable to the RPR. When the work affecting the circuit is complete, the circuit's insulation resistance shall be checked again, in the presence of the RPR. The Contractor shall record the results on forms acceptable to the RPR. The second reading shall be equal to or greater than the first reading or the Contractor shall make the necessary repairs to the existing circuit to bring the second reading above the first reading. All repair costs including a complete replacement of the L-823 connectors, L-830 transformers and L-824 cable, if necessary, shall be borne by the Contractor.All test results shall be submitted in the Operation and Maintenance (O&M) Manual. 108-2.12 Detectable warning tape.Plastic,detectable,American Public Works Association(APWA)Red (electrical power lines,cables,conduit and lighting cable)with continuous legend tape shall be polyethylene Item L-108 Underground Power Cable for Airports TS L-108-3 2019 AC 150/5370-1OH film with a metalized foil core and shall be 3-6 inches (75-150 mm) wide. Detectable tape is incidental to the respective bid item. Detectable warning tape for communication cables shall be orange. Detectable warning tape color code shall comply with the APWA Uniform Color Code. 108-2.13 Bedding. Bedding shall meet the requirements of ASTM C 33, fine aggregate for concrete. Gradation shall be in accordance with the table below: Percentage By Weight Sieve Designations Passing Sieves 3/8 Inch 100 No. 4 95-100 No. 8 80-100 No. 16 50-85 No. 30 25-60 No. 50 5-30 No. 100 0-10 CONSTRUCTION METHODS 108-3.1 General.The Contractor shall install the specified cable at the approximate locations indicated on the plans. Unless otherwise shown on the plans, all cable required to cross under pavements expected to carry aircraft loads shall be installed in concrete encased duct banks. Cable shall be run without splices, from fixture to fixture. Cable connections between lights will be permitted only at the light locations for connecting the underground cable to the primary leads of the individual isolation transformers. The Contractor shall be responsible for providing cable in continuous lengths for home runs or other long cable runs without connections unless otherwise authorized in writing by the RPR or shown on the plans. In addition to connectors being installed at individual isolation transformers, L-823 cable connectors for maintenance and test points shall be installed at locations shown on the plans, but in no case shall they be further apart than 1,000 feet of cable run. Cable circuit identification markers shall be installed on both sides of the L-823 connectors installed and on both sides of slack loops where a future connector would be installed. Provide not less than 3 feet(1 m)of cable slack on each side of all connections,isolation transformers,light units,and at points where cable is connected to field equipment.Where provisions must be made for testing or for future above grade connections,provide enough slack to allow the cable to be extended at least three feet vertically above the top of the access structure. This requirement also applies where primary cable passes through empty light bases,junction boxes, and access structures to allow for future connections, or as designated by the RPR. Primary airfield lighting cables installed shall have cable circuit identification markers attached on both sides of each L-823 connector and on each airport lighting cable entering or leaving cable access points, such as manholes, hand holes, pull boxes,junction boxes, etc. Markers shall be of sufficient length for imprinting the cable circuit identification legend on one line,using letters not less than 1/4 inch (6 mm) in size. The cable circuit identification shall match the circuits noted on the construction plans. 108-3.2 Installation in duct banks or conduits. This item includes the installation of the cable in duct banks or conduit per the following paragraphs.The maximum number and voltage ratings of cables installed in each single duct or conduit,and the current-carrying capacity of each cable shall be per the latest version of the National Electric Code, or the code of the local agency or authority having jurisdiction. Item L-108 Underground Power Cable for Airports TS L-108-4 2019 AC 150/5370-1OH The Contractor shall make no connections or splices of any kind in cables installed in conduits or duct banks. Unless otherwise designated in the plans,where ducts are in tiers,use the lowest ducts to receive the cable first, with spare ducts left in the upper levels. Check duct routes prior to construction to obtain assurance that the shortest routes are selected and that any potential interference is avoided. Duct banks or conduits shall be installed as a separate item per Item L-110,Airport Underground Electrical Duct Banks and Conduit. The Contractor shall run a mandrel through duct banks or conduit prior to installation of cable to ensure that the duct bank or conduit is open, continuous and clear of debris. The mandrel size shall be compatible with the conduit size. The Contractor shall swab out all conduits/ducts and clean light bases, manholes, etc., interiors immediately prior to pulling cable. Once cleaned and swabbed,the light bases and all accessible points of entry to the duct/conduit system shall be kept closed except when installing cables. Cleaning of ducts, light bases, manholes, etc., is incidental to the pay item of the item being cleaned. All raceway systems left open, after initial cleaning, for any reason shall be re- cleaned at the Contractor's expense. The Contractor shall verify existing ducts proposed for use in this project as clear and open. The Contractor shall notify the RPR of any blockage in the existing ducts. The cable shall be installed in a manner that prevents harmful stretching of the conductor, damage to the insulation,or damage to the outer protective covering. The ends of all cables shall be sealed with moisture- seal tape providing moisture-tight mechanical protection with minimum bulk,or alternately,heat shrinkable tubing before pulling into the conduit and it shall be left sealed until connections are made. Where more than one cable is to be installed in a conduit, all cable shall be pulled in the conduit at the same time. The pulling of a cable through duct banks or conduits may be accomplished by hand winch or power winch with the use of cable grips or pulling eyes. Maximum pulling tensions shall not exceed the cable manufacturer's recommendations. A non-hardening cable-pulling lubricant recommended for the type of cable being installed shall be used where required. The Contractor shall submit the recommended pulling tension values to the RPR prior to any cable installation. If required by the RPR, pulling tension values for cable pulls shall be monitored by a dynamometer in the presence of the RPR. Cable pull tensions shall be recorded by the Contractor and reviewed by the RPR. Cables exceeding the maximum allowable pulling tension values shall be removed and replaced by the Contractor at the Contractor's expense. The manufacturer's minimum bend radius or NEC requirements(whichever is more restrictive)shall apply. Cable installation, handling and storage shall be per manufacturer's recommendations. During cold weather, particular attention shall be paid to the manufacturer's minimum installation temperature. Cable shall not be installed when the temperature is at or below the manufacturer's minimum installation temperature. At the Contractor's option, the Contractor may submit a plan, for review by the RPR, for heated storage of the cable and maintenance of an acceptable cable temperature during installation when temperatures are below the manufacturer's minimum cable installation temperature. Cable shall not be dragged across base can or manhole edges, pavement or earth. When cable must be coiled,lay cable out on a canvas tarp or use other appropriate means to prevent abrasion to the cable j acket. 108-3.3 Installation of direct-buried cable in trenches. Unless otherwise specified,the Contractor shall not use a cable plow for installing the cable. Cable shall be unreeled uniformly in place alongside or in the trench and shall be carefully placed along the bottom of the trench. The cable shall not be unreeled and pulled into the trench from one end. Slack cable sufficient to provide strain relief shall be placed in the trench in a series of S curves. Sharp bends or kinks in the cable shall not be permitted. Where cables must cross over each other, a minimum of 3 inches (75 mm) vertical displacement shall be provided with the topmost cable depth at or below the minimum required depth below finished grade. Item L-108 Underground Power Cable for Airports TS L-108-5 2019 AC 150/5370-1OH a. Trenching.Where turf is well established and the sod can be removed, it shall be carefully stripped and properly stored. Trenches for cables may be excavated manually or with mechanical trenching equipment.Walls of trenches shall be essentially vertical so that a minimum of surface is disturbed. Graders shall not be used to excavate the trench with their blades.The bottom surface of trenches shall be essentially smooth and free from coarse aggregate. Unless otherwise specified, cable trenches shall be excavated to a minimum depth of 18 inches (0.5 m)below finished grade per NEC Table 300.5, except as follows: • When off the airport or crossing under a roadway or driveway, the minimum depth shall be 36 inches (91 cm)unless otherwise specified. • Minimum cable depth when crossing under a railroad track, shall be 42 inches (1 m) unless otherwise specified. • Low voltage cables shall be placed a minimum of 12 inches from high voltage cables. Dewatering necessary for cable installation, is incidental to its respective pay items as part of Item L- 108.The cost of all excavation regardless of type of material encountered,shall be included in the unit price bid for the L-108 Item. The Contractor shall excavate all cable trenches to a width not less than 6 inches (150 mm). Unless otherwise specified on the plans, all cables in the same location and running in the same general direction shall be installed in the same trench. When rock is encountered,the rock shall be removed to a depth of at least 3 inches (75 mm)below the required cable depth and it shall be replaced with bedding material of earth or sand containing no mineral aggregate particles that would be retained on a 1/4-inch (6.3 mm) sieve. Flowable backfill material may alternatively be used. Duct bank or conduit markers temporarily removed for trench excavations shall be replaced as required. It is the Contractor's responsibility to locate existing utilities within the work area prior to excavation. Where existing active cables cross proposed installations,the Contractor shall ensure that these cables are adequately protected. Where crossings are unavoidable, no splices will be allowed in the existing cables, except as specified on the plans. Installation of new cable where such crossings must occur shall proceed as follows: (1) Existing cables shall be located manually. Unearthed cables shall be inspected to assure absolutely no damage has occurred. (2)Trenching,etc., in cable areas shall then proceed,with approval of the RPR,with care taken to minimize possible damage or disruption of existing cable, including careful backfilling in area of cable. In the event that any previously identified cable is damaged during the course of construction, the Contractor shall be responsible for the complete repair or replacement. b. Backfilling. After the cable has been installed, the trench shall be backfilled. The first layer of backfill in the trench shall encompass all cables; be 3 inches (75 mm) deep, loose measurement; and shall be either earth or sand containing no mineral aggregate particles that would be retained on a 1/4-inch (6.3 mm) sieve. This layer shall not be compacted. The second layer shall be 5 inches (125 mm) deep, loose measurement, and shall contain no particles that would be retained on a one inch (25.0 mm) sieve. The remaining third and subsequent layers of backfill shall not exceed 8 inches (20 cm) of loose measurement and be excavated or imported material and shall not contain stone or aggregate larger than 4 inches (100 mm)maximum diameter. The second and subsequent layers shall be thoroughly tamped and compacted to at least the density of the adjacent material. If the cable is to be installed in locations or areas where other compaction requirements are specified (under pavements, embankments, etc.) the backfill compaction shall be to a minimum of 100 percent of ASTM D698. Item L-108 Underground Power Cable for Airports TS L-108-6 2019 AC 150/5370-1OH Trenches shall not contain pools of water during backfilling operations. The trench shall be completely backfilled and tamped level with the adjacent surface, except that when turf is to be established over the trench,the backfilling shall be stopped at an appropriate depth consistent with the type of turfing operation to be accommodated. A proper allowance for settlement shall also be provided. Any excess excavated material shall be removed and disposed of per the plans and specifications. Underground electrical warning (caution) tape shall be installed in the trench above all direct-buried cable. Contractor shall submit a sample of the proposed warning tape for acceptance by the RPR. If not shown on the plans,the warning tape shall be located 6 inches (150 mm) above the direct-buried cable or the counterpoise wire if present. A 3-6 inch(75 - 150 mm) wide polyethylene film detectable tape, with a metalized foil core, shall be installed above all direct buried cable or counterpoise. The tape shall be of the color and have a continuous legend as indicated on the plans. The tape shall be installed 8 inches (200 mm) minimum below finished grade. c. Restoration. Following restoration of all trenching near airport movement surfaces,the Contractor shall visually inspect the area for foreign object debris (FOD) and remove any that is found. Where soil and sod has been removed, it shall be replaced as soon as possible after the backfilling is completed. All areas disturbed by work shall be restored to its original condition. The restoration shall include the topsoiling, seeding, and mulching, as shown on the plans. The Contractor shall be held responsible for maintaining all disturbed surfaces and replacements until final acceptance. When trenching is through paved areas, restoration shall be equal to existing conditions. If the cable is to be installed in locations or areas where other compaction requirements are specified(under pavements,embankments,etc.)the backfill compaction shall be to a minimum of 100 percent of ASTM D698 or backfill with controlled low strength material (CLSM) in accordance with P-153. Restoration shall be considered incidental to the pay item of which it is a component part. Where cables are installed in trenches outside of the general grading limits, or in areas that would not otherwise be disturbed, restoration shall be considered necessary and incidental to the work of this item and the costs shall be included in the associated pay items of work involved. Where cables are installed within the general grading limits, restoration of the area will not be necessary as payment for establishment of turf will be included in the various pay items of work involved. After the backfill is completed, the Contractor shall dispose of all surplus material, dirt and rubbish from the site. Suitable material may be deposited in embankment or shoulders areas. Unsuitable material shall be disposed of off airport property or as ordered by the RPR. Prior to placing spoil off airport property, Contractor shall submit a"Spoil Deposition and Release"to the RPR. A sample form is contained in Attachment A to Section 70-08 of these Specifications and shall be acceptable to the RPR prior to removing material from the work area. No direct payment will be made for spoiling operations. The cost of spoiling material off-site shall be considered incidental to this Contract and the costs shall be included in the various pay items involved. 108-3.4 Cable markers for direct-buried cable.Not used. 108-3.5 Splicing. Connections of the type shown on the plans shall be made by experienced personnel regularly engaged in this type of work and shall be made as follows: a. Cast splices. These shall be made by using crimp connectors for jointing conductors. Molds shall be assembled, and the compound shall be mixed and poured per the manufacturer's instructions and to the satisfaction of the RPR. b.Field-attached plug-in splices.These shall be assembled per the manufacturer's instructions.These splices shall be made by plugging directly into mating connectors. The joint where the connectors come together shall be finished by one of the following methods: (1)wrapped with at least one layer of rubber or Item L-108 Underground Power Cable for Airports TS L-108-7 2019 AC 150/5370-1OH synthetic rubber tape and one layer of plastic tape,one-half lapped,extending at least 1-1/2 inches(38 mm) on each side of the joint(2) Covered with heat shrinkable tubing with integral sealant extending at least 1- 1/2 inches (38 mm) on each side of the joint or (3) On connector kits equipped with water seal flap; roll- over water seal flap to sealing position on mating connector. Heat-shrink tubing shall be used where the field attached plug-in splice is connected to the cable insulation jacket. c. Factory-molded plug-in splices. These shall be made by plugging directly into mating connectors. The joint where the connectors come together shall be finished by one of the following methods: (1) Wrapped with at least one layer of rubber or synthetic rubber tape and one layer of plastic tape, one-half lapped, extending at least 1-1/2 inches (38 mm) on each side of the joint. (2) Covered with heat shrinkable tubing with integral sealant extending at least 1-1/2 inches (38 mm) on each side of the joint. or (3) On connector kits so equipped with water seal flap; roll-over water seal flap to sealing position on mating connector. d. Taped or heat-shrink splices.Not used. e.Assembly. Surfaces of equipment or conductors being terminated or connected shall be prepared in accordance with industry standard practice and manufacturer's recommendations. All surfaces to be connected shall be thoroughly cleaned to remove all dirt, grease, oxides, nonconductive films, or other foreign material. Paints and other nonconductive coatings shall be removed to expose base metal. Clean all surfaces at least 1/4 inch (6.4 mm) beyond all sides of the larger bonded area on all mating surfaces. Use a joint compound suitable for the materials used in the connection. Repair painted/coated surface to original condition after completing the connection. 108-3.6 Bare counterpoise wire installation for lightning protection and grounding. If shown on the plans or included in the job specifications,bare solid 46 AWG copper counterpoise wire shall be installed for lightning protection of the underground cables. a. Equipotential. The counterpoise size is as shown on the plans. The equipotential method is applicable to all airfield lighting systems; i.e. runway,taxiway, apron—touchdown zone, centerline, edge, threshold and approach lighting systems. The equipotential method is also successfully applied to provide lightning protection for power, signal and communication systems. The light bases, counterpoise, etc—all components -are bonded together and bonded to the vault power system ground loop/electrode. Counterpoise wire shall be installed in the same trench for the entire length of buried cable, conduits and duct banks that are installed to contain airfield cables. The counterpoise is centered over the cable/conduit/duct to be protected. The counterpoise conductor shall be installed no less than 8 inches (200 mm) minimum or 12 inches (300 mm)maximum above the raceway or cable to be protected, except as permitted below: (1) The minimum counterpoise conductor height above the raceway or cable to be protected shall be permitted to be adjusted subject to coordination with the airfield lighting and pavement designs. (2) The counterpoise conductor height above the protected raceway(s) or cable(s) shall be calculated to ensure that the raceway or cable is within a 45-degree area of protection, (45 degrees on each side of vertical creating a 90 degree angle). The counterpoise conductor shall be bonded to each metallic light base, mounting stake, and metallic airfield lighting component. All metallic airfield lighting components in the field circuit on the output side of the constant current regulator(CCR) or other power source shall be bonded to the airfield lighting counterpoise system. All components rise and fall at the same potential; with no potential difference, no damaging arcing and no damaging current flow. Item L-108 Underground Power Cable for Airports TS L-108-8 2019 AC 150/5370-1OH See AC 150/5340-30,Design and Installation Details for Airport Visual Aids and NFPA 780, Standard for the Installation of Lightning Protection Systems, Chapter 11, for a detailed description of the Equipotential Method of lightning protection. Reference FAA STD-019E, Lightning and Surge Protection, Grounding Bonding and Shielding Requirements for Facilities and Electronic Equipment, Part 4.1.1.7. b.Isolation.Not used c. Common Installation requirements. When a metallic light base is used, the grounding electrode shall be bonded to the metallic light base or mounting stake with a No. 6 AWG bare,annealed or soft drawn, solid copper conductor. A green insulated No. 6 AWG stranded copper grounding wire shall be installed connecting the internal grounding lug to the metallic light fixture or metallic base plate. Grounding electrodes may be rods, ground dissipation plates, radials, or other electrodes listed in the NFPA 70 (NEC) or NFPA 780. Where raceway is installed by the directional bore, jack and bore, or other drilling method, the counterpoise conductor shall be permitted to be installed concurrently with the directional bore,jack and bore, or other drilling method raceway,external to the raceway or sleeve. The counterpoise wire shall also be exothermically welded to ground rods installed as shown on the plans but not more than 500 feet(150 m) apart around the entire circuit. The counterpoise system shall be continuous and terminate at the transformer vault or at the power source. It shall be securely attached to the vault or equipment external ground ring or other made electrode-grounding system. The connections shall be made as shown on the plans and in the specifications. Where an existing airfield lighting system is being extended or modified, the new counterpoise conductors shall be interconnected to existing counterpoise conductors at each intersection of the new and existing airfield lighting counterpoise systems. At access structures,the safety ground shall be connected to all metal surfaces within the structure and attached to a ground rod. Ground wires and ground rods for equipment safety ground systems shall be considered necessary and incidental to the work of this contract and the costs shall be included in the associated pay items of work involved. d.Parallel Voltage Systems. Provide grounding and bonding in accordance with NFPA 70,National Electrical Code. 108-3.7 Counterpoise installation above multiple conduits and duct banks. Counterpoise wires shall be installed above multiple conduits/duct banks for airfield lighting cables, with the intent being to provide a complete area of protection over the airfield lighting cables.When multiple conduits and/or duct banks for airfield cable are installed in the same trench, the number and location of counterpoise wires above the conduits shall be adequate to provide a complete area of protection measured 45 degrees each side of vertical. Where duct banks pass under pavement to be constructed in the project, the counterpoise shall be placed above the duct bank. Reference details on the construction plans. When multiple conduits or airfield cable are installed in the same trench, the number and location of counterpoise wires above the conduits or wires shall be adequate to provide a complete cone of protection measured 22-1/2 degrees each side of vertical. One counterpoise wire shall be installed for every 3 cables, or increment thereof, installed in a common trench. One counterpoise wire shall be installed for every 2 conduits, or increment thereof,installed in a common trench. The Contractor may choose to install cables and/or conduits in multiple trenches however, additional counterpoise wire will be required to protect the cables and/or conduits. The cost of installing additional counterpoise wire shall be borne by the Contractor. Item L-108 Underground Power Cable for Airports TS L-108-9 2019 AC 150/5370-1OH 108-3.8 Counterpoise installation at existing duct banks. When airfield lighting cables are indicated on the plans to be routed through existing duct banks, the new counterpoise wiring shall be terminated at ground rods at each end of the existing duct bank where the cables being protected enter and exit the duct bank. The new counterpoise conductor shall be bonded to the existing counterpoise system. 108-3.9 Exothermic bonding. Bonding of counterpoise wire shall be by the exothermic welding process or equivalent method accepted by the RPR. Only personnel experienced in and regularly engaged in this type of work shall make these connections. Contractor shall demonstrate to the satisfaction of the RPR, the welding kits, materials and procedures to be used for welded connections prior to any installations in the field. The installations shall comply with the manufacturer's recommendations and the following: a.All slag shall be removed from welds. b. Using an exothermic weld to bond the counterpoise to a lug on a galvanized light base is not recommended unless the base has been specially modified. Consult the manufacturer's installation directions for proper methods of bonding copper wire to the light base. See AC 150/5340-30 for galvanized light base exception. c.If called for in the plans,all buried copper and weld material at weld connections shall be thoroughly coated with 6 mm of 3M' ScotchkoteTM, or approved equivalent, or coated with coal tar BitumasticC material to prevent surface exposure to corrosive soil or moisture. 108-3.10 Testing. The Contractor shall furnish all necessary equipment and appliances for testing the airport electrical systems and underground cable circuits before and after installation. The Contractor shall perform all tests in the presence of the RPR. The Contractor shall demonstrate the electrical characteristics to the satisfaction of the RPR. All costs for testing are incidental to the respective item being tested. For phased projects,the tests must be completed by phase. The Contractor shall provide such temporary lights and cables as required to maintain use of existing airfield lighting circuits. Temporary above ground lighting cables, if approved, shall be installed in conduit, and delineated with stakes and flagging. 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. Earth resistance testing methods shall be submitted to the RPR for approval. Earth resistance testing results shall be recorded on an approved form and testing shall be performed in the presence of the RPR. 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 RPR shall approve of the test method selected.All such testing shall be at the sole expense of the Contractor. Test Requirements Prior to Construction. i. Test all circuits within the work area for continuity and insulation resistance to ground, at the electrical building, in the presence of the RPR. ii. Provide a copy of the test results to the RPR. iii. Check that all circuits are properly connected in accordance with applicable wiring diagrams. Test Requirements During Construction. Circuit testing during construction shall be as directed and witnessed by the RPR 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. Item L-108 Underground Power Cable for Airports TS L-108-10 2019 AC 150/5370-1OH i. Test all circuits within the work area for continuity and insulation resistance to ground at the electrical building,prior to energizing any circuit. ii. 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 RPR relative to the Contractor's work hours each day. iii. 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. iv. 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. v. 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. A. Insure that all circuits are properly connected in accordance with applicable wiring diagrams. vii. 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. viii.Provide a copy of all test results to the RPR on a daily basis. After installation,the Contractor shall test and demonstrate to the satisfaction of the RPR the following: i. That all affected lighting power and control circuits (existing and new) are continuous and free from short circuits. ii. That all affected circuits (existing and new) are free from unspecified grounds. iii.That the insulation resistance to ground of all new non-grounded high voltage series circuits or cable segments is not less than 50 megohms. Verify continuity of all series airfield lighting circuits prior to energization. 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. iv. That the insulation resistance to ground of all new non-grounded conductors of new multiple circuits or circuit segments is not less than 100 megohms. v. That all affected circuits(existing and new)are properly connected per applicable wiring diagrams. A. 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. vii. That all original lighting power and control circuits are continuous and insulation resistance to ground is not lower than before construction. vii. That the impedance to ground of each ground rod does not exceed 25 ohms prior to establishing connections to other ground electrodes. The fall-of-potential ground impedance test shall be used, as described by American National Standards Institute/Institute of Electrical and Electronic Engineers (ANSI/IEEE) Standard 81, to verify this requirement. As an alternate, clamp-on style Item L-108 Underground Power Cable for Airports TS L-108-11 2019 AC 150/5370-1OH ground impedance test meters may be used to satisfy the impedance testing requirement. Test equipment and its calibration sheets shall be submitted for review and approval by the RPR prior to performing the testing. Two copies of tabulated results of all cable tests performed shall be supplied by the Contractor to the RPR. Where connecting new cable to existing cable, insulation resistance tests shall be performed on the new cable prior to connection to the existing circuit. There are no approved "repair" procedures for items that have failed testing other than complete replacement. METHOD OF MEASUREMENT 108-4.1 The cost of all excavation, backfill, dewatering and restoration regardless of the type of material encountered shall be included in the unit price bid for the work direct(direct buried only). 108-4.2 Cable or counterpoise wire installed in trench, duct bank or conduit shall be measured by the number of linear feet installed and grounding connectors,and trench marking tape ready for operation,and accepted as satisfactory. Separate measurement shall be made for each cable or counterpoise wire installed in trench, duct bank or conduit. Power and control cables between REIL and PAPI units shall be considered part of the respective systems and included in the cost per each for PAPI and REIL. 108-4.3 No separate payment will be made for ground rods. BASIS OF PAYMENT 108-5.1 Payment will be made at the contract unit price for trenching, cable and bare counterpoise wire installed in trench(direct buried only),or cable and equipment ground installed in duct bank or conduit, in place by the Contractor and accepted by the RPR. This price shall be full compensation for furnishing all materials and for all preparation and installation of these materials, and for all labor, equipment,tools,and incidentals, including ground rods and ground connectors and trench marking tape, necessary to complete this item. Payment will be made under: Item L-108-5.1 No. 8 AWG, 5 kV,L-824,Type C Cable, Installed in Duct Bank or Conduit-per liner foot Item L-108-5.2 No. 6 AWG, Solid, Bare Copper Counterpoise Wire Installed Above Conduit-per linear foot REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. Advisory Circulars (AC) AC 150/5340-26 Maintenance of Airport Visual Aid Facilities AC 150/5340-30 Design and Installation Details for Airport Visual Aids AC 150/5345-7 Specification for L-824 Underground Electrical Cable for Airport Lighting Circuits Item L-108 Underground Power Cable for Airports TS L-108-12 2019 AC 150/5370-1OH AC 150/5345-26 Specification for L-823 Plug and Receptacle, Cable Connectors AC 150/5345-53 Airport Lighting Equipment Certification Program Commercial Item Description A-A-59544A Cable and Wire, Electrical (Power, Fixed Installation) A-A-55809 Insulation Tape, Electrical,Pressure-Sensitive Adhesive, Plastic ASTM International(ASTM) ASTM B3 Standard Specification for Soft or Annealed Copper Wire ASTM B8 Standard Specification for Concentric-Lay-Stranded Copper Conductors, Hard, Medium-Hard, or Soft ASTM B33 Standard Specification for Tin-Coated Soft or Annealed Copper Wire for Electrical Purposes ASTM D4388 Standard Specification for Nonmetallic Semi-Conducting and Electrically Insulating Rubber Tapes Mil Spec MIL-PRF-23586F Performance Specification: Sealing Compound (with Accelerator), Silicone Rubber, Electrical MIL-I-24391 Insulation Tape, Electrical,Plastic, Pressure Sensitive National Fire Protection Association(NFPA) NFPA-70 National Electrical Code (NEC) NFPA-780 Standard for the Installation of Lightning Protection Systems American National Standards Institute (ANSI)/Institute of Electrical and Electronics Engineers (IEEE) ANSI/IEEE STD 81 IEEE Guide for Measuring Earth Resistivity, Ground Impedance, and Earth Surface Potentials of a Ground System Federal Aviation Administration Standard FAA STD-019E Lightning and Surge Protection, Grounding Bonding and Shielding Requirements for Facilities and Electronic Equipment END OF ITEM L-108 Item L-108 Underground Power Cable for Airports TS L-108-13 2019 AC 150/5370-1OH Item L-110 Airport Underground Electrical Duct Banks and Conduits DESCRIPTION 110-1.1 This item shall consist of underground electrical conduits and duct banks (single or multiple conduits encased in concrete or buried in sand) installed per this specification at the locations and per the dimensions,designs,and details shown on the plans. This item shall include furnishing and installing of all underground electrical duct banks and individual and multiple underground conduits and removal of existing duct banks. It shall also include all trenching,backfilling,removal,and restoration of any paved or turfed areas which are not otherwise disturbed; concrete encasement, mandrelling, pulling lines, duct markers,plugging of conduits,and the testing of the installation as a completed system ready for installation of cables per the plans and specifications. This item shall also include furnishing and installing conduits and all incidentals for providing positive drainage of the system.Verification of existing ducts is incidental to the pay items provided in this specification. Restoration within grading limits will not be necessary as the establishment of paved or turf surfaces are included in the various pay items of the proposed work of this contact. This item shall include removal of existing cable and duct banks from existing conduits and duct banks. EQUIPMENT AND MATERIALS 110-2.1 General. a. All equipment and materials covered by referenced specifications shall be subject to acceptance through manufacturer's certification of compliance with the applicable specification when requested by the RPR. b. Manufacturer's certifications shall not relieve the Contractor of the responsibility to provide materials per these specifications and acceptable to the RPR. Materials supplied and/or installed that do not comply with these specifications shall be removed,when directed by the RPR and replaced with materials, that comply with these specifications, at the Contractor's cost. c. All materials and equipment used to construct this item shall be submitted to the RPR for approval prior to ordering the equipment. 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 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 apply on each submittal sheet. Markings shall be made bold and clear with arrows or circles (highlighting is not acceptable). The Contractor is solely responsible for delays in project that accrue directly or indirectly from late submissions or resubmissions of submittals. d. The data submitted shall be sufficient, in the opinion of the RPR,to determine compliance with the plans and specifications.The Contractor's submittals shall be neatly bound in a properly sized 3-ring binder, tabbed by specification section. The RPR reserves the right to reject any and all equipment, materials or procedures that do not meet the system design and the standards and codes specified in this document. Item L-110 Airport Underground Electrical Duct Banks and Conduits TS L-110-1 2019 AC 150/5370-1OH e. All equipment and materials furnished and installed under this section shall be guaranteed against defects in materials and workmanship for a period of at least twelve (12)months from final acceptance by the Owner. The defective materials and/or equipment shall be repaired or replaced, at the Owner's discretion,with no additional cost to the Owner. 110-2.2 Steel conduit. Rigid galvanized steel (RGS) conduit and fittings shall be hot dipped galvanized inside and out and conform to the requirements of Underwriters Laboratories Standards 6, 51413,and 1242. All RGS conduits or RGS elbows installed below grade, in concrete, permanently wet locations or other similar environments shall be painted with a 10-mil thick coat of asphaltum sealer or shall have a factory-bonded polyvinyl chloride(PVC)cover. Any exposed galvanizing or steel shall be coated with 10 mils of asphaltum sealer. PVC coated rigid galvanized steel conduit shall have a 0.04-inch thick factory applied PVC coating meeting NEMA Standard No. RN1. Fittings shall have the same coating.When using PVC coated RGS conduit,care shall be exercised not to damage the factory PVC coating. Damaged PVC coating shall be repaired per the manufacturer's written instructions. In lieu of PVC coated RGS,corrosion wrap tape shall be permitted to be used where RGS is in contact with direct earth." 110-2.3 Plastic conduit and fittings. Plastic conduit and fittings shall be in compliance with Article 352 of the current National Electrical Code and as follows: a. PVC conduit shall conform to UL 651. In addition,the conduit shall be one of the following types, as shown on the plans: 1. Type I—Schedule 40 or Schedule 80 PVC suitable for underground use either direct-buried or encased in concrete. 2. Type II—Schedule 40 PVC suitable for either above ground or underground use. 3. Type III— Schedule 80 PVC suitable for either above ground or underground use either direct- buried or encased in concrete. b. PVC fittings shall conform to UL 51413. The type of solvent cement shall be as recommended by the conduit/fitting manufacturer. 110-2.4 Split conduit.Not used. 110-2.5 Conduit spacers. Conduit spacers shall be prefabricated interlocking units manufactured for the intended purpose. They shall be of double wall construction made of high grade,high density polyethylene complete with interlocking cap and base pads. They shall be designed to accept No. 4 reinforcing bars installed vertically. 110-2.6 Concrete. Concrete foundations shall be proportioned, placed, and cured per New York State Department of Transportation Standard Specifications, latest issue, plus all revisions and addenda pertaining thereto, Section 555-2. Unless otherwise shown on the Contract Drawings,the concrete shall be Class A, with a maximum permissible slump of 3-1/2 inches and a minimum allowable compressive strength of 4,000 psi(28 MPa). Or Connecticut Department of Transportation Standard Specifications, latest issue, plus all revisions and addenda pertaining thereto, Section M-03. Unless otherwise shown on the Contract Drawings,the concrete shall be Class F,with a maximum permissible slump of 3-1/2 inches and a minimum allowable compressive strength of 4,000 psi(28 MPa). 110-2.7 Precast concrete structures. Precast concrete structures shall be furnished by a plant meeting National Precast Concrete Association Plant Certification Program or another RPR approved third party certification program. Precast concrete structures shall conform to ASTM C478. Item L-110 Airport Underground Electrical Duct Banks and Conduits TS L-110-2 2019 AC 150/5370-1OH 110-2.8 Flowable backfill. Flowable material used to back fill conduit and duct bank trenches shall conform to the requirements of Item P-153, Controlled Low Strength Material. 110-2.9 Detectable warning tape. Plastic, detectable, American Public Works Association (APWA) red (electrical power lines, cables, conduit and lighting cable), orange (telephone/fiber optic cabling) with continuous legend magnetic tape shall be polyethylene film with a metallized foil core and shall be 3-6 inches (75-150 mm) wide. Detectable tape is incidental to the respective bid item. The legend shall read "CAUTION: BURIED ELECTRIC LINE BELOW", or similar language which includes the words "CAUTION"and "ELECTRIC". 110-2.10 Bedding. Bedding shall meet the requirements of ASTM C 33, fine aggregate for concrete. Gradation shall be in accordance with the table below: Percentage By Weight Sieve Designations Passing Sieves 3/8 Inch 100 No. 4 95-100 No. 8 80-100 No. 16 50-85 No. 30 25-60 No. 50 5-30 No. 100 0-10 110-2.11 Flexible conduit.Liquid-tight flexible metal conduit shall have a hot dipped zinc galvanized steel core with continuous grounding strip. The construction shall be in accordance with UL 360 and CSA C22.2 Number 56 requirements. The liquid-tight flexible metal conduit shall have a moisture, oil, sunlight resistant, flame retardant grey PVC jacket. Fittings and conduit bodies shall conform to ANSI/NEMA FB 1. The liquid-tight flexible metal conduit shall have the same inside diameter as the rigid steel or PVC conduit. The conduit shall be rated for direct earth burial and concrete embedment. 110-2.12 Reinforcing steel. Reinforcing steel shall be deformed bars of new billet steel meeting the requirements of ASTM A 615, Grade 60. Reinforcing steel shall be hot dipped galvanized in accordance with ASTM A-123, or epoxy coated. 110-2.13 Concrete bonding agent. Concrete bonding agent shall conform to the requirements of ASTM C 881. Concrete bonding agent shall be Type V,Grade 2 and un-pigmented. Concrete bonding agent shall be Class A,B,or C,depending on the temperature of the concrete surface to which the agent will be applied. 110-2.14 Backfill. Backfill shall be suitable on-site material obtained from the trench excavation, unless otherwise shown on the Contract Drawings. 110-2.15 Concrete grouting material.This material shall have a maximum initial setting time of one hour. Compressive strength shall be a minimum of 2,000 psi after one day and 5,000 psi after 28 days. The material shall be able to withstand 25 cycles of freeze thaw (10%NaCI)with a maximum loss of 4%. The material may exhibit expansion at no more than 0.40%and shrinkage of no more than 0.05% such that no cracks are produced. The bond strength shall be a minimum of 200 psi after 5 days air cure without the use of a special bonding agent. The material shall exhibit no appreciable heat of hydration. 110-2.16 Stainless Steel Conduit. Manufactured in type 304L or 316L stainless steel to meet the demands of any corrosive environment. Standards: UL/cUL 6A Listed; UL File 4 E230584; Article 344, National Electrical Code (NEC); CSA C22.1;NSF/ANSI 169 Certified. Item L-110 Airport Underground Electrical Duct Banks and Conduits TS L-110-3 2019 AC 150/5370-1OH CONSTRUCTION METHODS 110-3.1 General. The Contractor shall install underground duct banks and conduits at the approximate locations indicated on the plans. The RPR shall indicate specific locations as the work progresses, if required to differ from the plans. Duct banks and conduits shall be of the size,material, and type indicated on the plans or specifications.Where no size is indicated on the plans or in the specifications,conduits shall be not less than 2 inches (50 mm) inside diameter or comply with the National Electrical Code based on cable to be installed,whichever is larger.All duct bank and conduit lines shall be laid so as to grade toward access points and duct or conduit ends for drainage. Unless shown otherwise on the plans, grades shall be at least 3 inches (75 mm)per 100 feet(30 m). On runs where it is not practicable to maintain the grade all one way,the duct bank and conduit lines shall be graded from the center in both directions toward access points or conduit ends, with a drain into the storm drainage system. Pockets or traps where moisture may accumulate shall be avoided. Under pavement,the top of the duct bank shall not be less than 18 inches (0.5 m)below the subgrade;in other locations,the top of the duct bank or underground conduit shall be not less than 18 inches (0.5 m)below finished grade. The Contractor shall mandrel each individual conduit whether the conduit is direct-buried or part of a duct bank. An iron-shod mandrel, not more than 1/4 inch (6 mm) smaller than the bore of the conduit shall be pulled or pushed through each conduit. The mandrel shall have a leather or rubber gasket slightly larger than the conduit hole. The Contractor shall swab out all conduits/ducts and clean base can, manhole, pull boxes, etc., interiors immediately prior to pulling cable. Once cleaned and swabbed the light bases,manholes, pull boxes, etc., and all accessible points of entry to the duct/conduit system shall be kept closed except when installing cables. Cleaning of ducts,base cans,manholes, etc.,is incidental to the pay item of the item being cleaned. All raceway systems left open, after initial cleaning, for any reason shall be recleaned at the Contractor's expense. All accessible points shall be kept closed when not installing cable. The Contractor shall verify existing ducts proposed for use in this project as clear and open.The Contractor shall notify the RPR of any blockage in the existing ducts. For pulling the permanent wiring, each individual conduit,whether the conduit is direct-buried or part of a duct bank, shall be provided with a 1,000 pound test polypropylene pull rope. The ends shall be secured and sufficient length shall be left in access points to prevent it from slipping back into the conduit. Where spare conduits are installed, as indicated on the plans, the open ends shall be plugged with removable tapered plugs, designed for this purpose. All conduits shall be securely fastened in place during construction and shall be plugged to prevent contaminants from entering the conduits.Any conduit section having a defective joint shall not be installed. Ducts shall be supported and spaced apart using approved spacers at intervals not to exceed 5 feet(1.5 m). Unless otherwise shown on the plans, concrete encased duct banks shall be used when crossing under pavements expected to carry aircraft loads, such as runways,taxiways,taxilanes, ramps and aprons.When under paved shoulders and other paved areas, conduit and duct banks shall be encased using flowable fill for protection. All conduits within concrete encasement of the duct banks shall terminate with female ends for ease in current and future use. Install factory plugs in all unused ends. Do not cover the ends or plugs with concrete. Where turf is well established and the sod can be removed,it shall be carefully stripped and properly stored. Trenches for conduits and duct banks may be excavated manually or with mechanical trenching equipment unless in pavement, in which case they shall be excavated with mechanical trenching equipment.Walls of trenches shall be essentially vertical so that a minimum of shoulder surface is disturbed. Blades of graders shall not be used to excavate the trench. Item L-110 Airport Underground Electrical Duct Banks and Conduits TS L-110-4 2019 AC 150/5370-1OH Existing material, regardless of its nature, shall be removed to a depth of at least 3 inches (75 mm) below the required conduit or duct bank depth and it shall be replaced with bedding. Flowable backfill may alternatively be used The cost of excavation, regardless of the type of material encountered, shall be included in the various pay items involved. Underground electrical warning (Caution)tape shall be installed in the trench above all underground duct banks and conduits in unpaved areas. Contractor shall submit a sample of the proposed warning tape for approval by the RPR. If not shown on the plans, the warning tape shall be located 6 inches above the duct/conduit or the counterpoise wire if present. Joints in plastic conduit shall be prepared per the manufacturer's recommendations for the particular type of conduit.Plastic conduit shall be prepared by application of a plastic cleaner and brushing a plastic solvent on the outside of the conduit ends and on the inside of the couplings. The conduit fitting shall then be slipped together with a quick one-quarter turn twist to set the joint tightly.Where more than one conduit is placed in a single trench, or in duct banks,joints in the conduit shall be staggered a minimum of 2 feet(60 cm). Changes in direction of runs exceeding 10 degrees,either vertical or horizontal,shall be accomplished using manufactured sweep bends. Whether or not specifically indicated on the drawings,where the soil encountered at established duct bank grade is an unsuitable material, as determined by the RPR, the unsuitable material shall be removed per direction by the RPR and replaced with suitable material. Additional duct bank supports shall be installed, as approved by the RPR. All excavation shall be unclassified and shall be considered incidental to Item L-110. Dewatering necessary for duct installation, and erosion protection shall be per federal, state, and local requirements and shall be incidental to Item L-110. Excavation for conduits and duct banks that are placed in embankment fill shall not be made until the embankment has been completed to a height above the top of the conduit and duct bank as shown on the plans. The Contractor shall do such trench bracing, sheeting or shoring necessary to protect the excavation as required for safety and conformance to governing laws. Contractor shall brace, sheet or shore the trenches in areas such that existing pavements and utilities are not undermined. The bracing, sheeting or shoring shall not be removed in one operation but shall be done in successive stages as determined by the Engineer to prevent overloading of the conduit or duct bank during backfilling operations. The cost of the bracing, sheeting or shoring and the removal of same shall be considered as a subsidiary obligation of the Contractor and included in the contract price for the pay items of work involved. Unless otherwise specified, excavated materials that are deemed by the RPR to be unsuitable for use in backfill or embankments shall be removed and disposed of offsite. Any excess excavation shall be filled with suitable material approved by the RPR and compacted to the satisfaction of the RPR. It is the Contractor's responsibility to locate existing utilities within the work area prior to excavation. Where existing active cables) cross proposed installations,the Contractor shall ensure that these cables are adequately protected. Where crossings are unavoidable, no splices will be allowed in the existing cables, except as specified on the plans. Installation of new cable where such crossings must occur shall proceed as follows: a. Existing cables shall be located manually. Unearthed cables shall be inspected to assure absolutely no damage has occurred Item L-110 Airport Underground Electrical Duct Banks and Conduits TS L-110-5 2019 AC 150/5370-1OH b. Trenching, etc., in cable areas shall then proceed with approval of the RPR, with care taken to minimize possible damage or disruption of existing cable, including careful backfilling in area of cable. In the event that any cable is damaged during the course of construction;the Contractor shall be responsible for the immediate and complete repair. 110-3.2 Duct banks. Unless otherwise shown in the plans, duct banks shall be installed so that the top of the concrete envelope is not less than 18 inches (0.5 m) below the bottom of the base or stabilized base course layers where installed under runways, taxiways, aprons, or other paved areas, and not less than 18 inches (0.5 m)below finished grade where installed in unpaved areas. Unless otherwise shown on the plans, duct banks under paved areas shall extend at least feet beyond the edges of pavement. Trenches for duct banks shall be opened the complete length before concrete is placed so that if any obstructions are encountered, provisions can be made to avoid them. Duct banks shall be constructed in accordance with the details shown on the Plans. Conduits within the duct bank shall be spaced not less than 3 inches(75 mm)apart(measured from outside wall to outside wall).All such multiple conduits shall be placed using conduit spacers applicable to the type of conduit. As the conduit laying progresses, concrete shall be placed around and on top of the conduits not less than4 '/2 inches thick unless otherwise shown on the plans. All conduits shall terminate with female ends for ease of access in current and future use. Install factory plugs in all unused ends. Do not cover the ends or plugs with concrete. Conduits forming the duct bank shall be installed using conduit spacers. No. 4 reinforcing bars shall be driven vertically into the soil a minimum of 6 inches (150 mm)to anchor the assembly into the earth prior to placing the concrete encasement.For this purpose,the spacers shall be fastened down with locking collars attached to the vertical bars. Spacers shall be installed at 5-foot (1.5-m) intervals. Spacers shall be in the proper sizes and configurations to fit the conduits. Locking collars and spacers shall be submitted to the RPR for review prior to use. When specified,the Contractor shall reinforce the bottom side and top of encasements with steel reinforcing mesh or fabric or other approved metal reinforcement.When directed,the Contractor shall supply additional supports where the ground is soft and boggy, where ducts cross under roadways, or where shown on the plans. Under such conditions, the complete duct structure shall be supported on reinforced concrete footings, piers, or piles located at approximately 5-foot (1.5-m) intervals. To relieve stresses on joints between concrete-encased duct banks and structure walls,reinforcement rods shall be placed in the structure wall and tied to the duct bank reinforcement at the time the duct bank is installed. All pavement surfaces that are to have ducts installed therein shall be neatly saw cut to form a vertical face. All excavation shall be included in the contract with price for the duct. Install a plastic, detectable, color as noted, 3 to 6 inches (75 to 150 mm) wide tape, 8 inches (200 mm) minimum below grade above all underground conduit or duct lines not installed under pavement. Utilize the 3-inch (75-mm) wide tape only for single conduit runs. Utilize the 6-inch (150-mm) wide tape for multiple conduits and duct banks. Install one warning tape above each counterpoise wire installed. When existing cables are to be placed in split duct,encased in concrete,the cable shall be carefully located and exposed by hand tools. Prior to being placed in duct,the RPR shall be notified so that he may inspect the cable and determine that it is in good condition. Where required, split duct shall be installed as shown on the drawings or as required by the RPR. Where duct banks are being extended, or where the duct bank is structurally tied to existing concrete, Contractor shall apply a concrete bonding agent to the surface of existing concrete prior to pouring fresh concrete. Counterpoise wire and ground rods shall be installed in accordance with Item L-108, Underground Cable for Airports. Item L-110 Airport Underground Electrical Duct Banks and Conduits TS L-110-6 2019 AC 150/5370-1OH 110-3.3 Conduits without concrete encasement. Trenches for single-conduit lines shall be not less than 6 inches (150 mm)nor more than 12 inches (300 mm)wide. The trench for 2 or more conduits installed at the same level shall be proportionately wider. Trench bottoms for conduits without concrete encasement shall be made to conform accurately to grade so as to provide uniform support for the conduit along its entire length. Unless otherwise shown on the plans,a layer of fine earth material, at least 4 inches (100 mm)thick(loose measurement) shall be placed in the bottom of the trench as bedding for the conduit. The bedding material shall consist of soft dirt, sand or other fine fill, and it shall contain no particles that would be retained on a 1/4-inch (6.3 mm) sieve. The bedding material shall be tamped until firm. Flowable backfill may alternatively be used. Unless otherwise shown on plans, conduits shall be installed so that the tops of all conduits within the Airport's secured area where trespassing is prohibited are at least 18 inches (0.5 m) below the finished grade. Conduits outside the Airport's secured area shall be installed so that the tops of the conduits are at least 24 inches (60 cm)below the finished grade per National Electric Code (NEC),Table 300.5. When two or more individual conduits intended to carry conductors of equivalent voltage insulation rating are installed in the same trench without concrete encasement, they shall be spaced not less than 3 inches (75 mm) apart (measured from outside wall to outside wall) in a horizontal direction and not less than 6 inches (150 mm) apart in a vertical direction. Where two or more individual conduits intended to carry conductors of differing voltage insulation rating are installed in the same trench without concrete encasement, they shall be placed not less than 3 inches (75 mm) apart (measured from outside wall to outside wall)in a horizontal direction and lot less than 6 inches (150 mm) apart in a vertical direction. Trenches shall be opened the complete length between normal termination points before conduit is installed so that if any unforeseen obstructions are encountered,proper provisions can be made to avoid them. Conduits shall be installed using conduit spacers. No. 4 reinforcing bars shall be driven vertically into the soil a minimum of 6 inches (150 mm) to anchor the assembly into the earth while backfilling. For this purpose,the spacers shall be fastened down with locking collars attached to the vertical bars. Spacers shall be installed at 5-foot (1.5-m) intervals. Spacers shall be in the proper sizes and configurations to fit the conduits. Locking collars and spacers shall be submitted to the RPR for review prior to use. Counterpoise wire and ground rods shall be installed in accordance with Item L-108, Underground Cable for Airports. Install a plastic, detectable, color as noted, 3 to 6 inches (75 to 150 mm) wide tape, above all underground conduit or duct lines not installed under pavement,at the depth shown on the plans. One warning tape shall be installed above each counterpoise wire installed. 110-3.4 Markers.Not used. 110-3.5 Backfilling for conduits. For conduits, sand, soft earth, or other fine fill (loose measurement), as shown on the Plans, shall be placed around the conduits ducts and carefully tamped around and over them with hand tampers. The remaining trench shall then be backfilled and compacted per Item P-152 except that material used for back fill shall be select material not larger than 4 inches (100 mm)in diameter. Flowable backfill may alternatively be used, provided flowable fill is used as bedding below the conduit. Flowable fill shall not be used above the bottom of subgrade beneath paved areas. Trenches shall not contain pools of water during back filling operations. The trench shall be completely backfilled and tamped level with the adjacent surface; except that, where sod is to be placed over the trench,the backfilling shall be stopped at a depth equal to the thickness of the sod to be used,with proper allowance for settlement. Any excess excavated material shall be removed and disposed of per instructions issued by the RPR. Item L-110 Airport Underground Electrical Duct Banks and Conduits TS L-110-7 2019 AC 150/5370-1OH 110-3.6 Backfilling for duct banks. After the concrete has cured,the remaining trench shall be backfilled and compacted in accordance with the details shown on the Plans. Where duct banks are installed under pavement, one moisture/density test per lift shall be made for each 250 linear feet(76 m) of duct bank or one work period's construction,whichever is less. Flowable backfill may alternatively be used Flowable fill shall not be used above the bottom of subgrade beneath paved areas. Trenches shall not contain pools of water during backfilling operations. The trench shall be completely backfilled and tamped level with the adjacent surface; except that, where sod is to be placed over the trench,the backfilling shall be stopped at a depth equal to the thickness of the sod to be used,with proper allowance for settlement. Any excess excavated material shall be removed and disposed of per instructions issued by the RPR. 110-3.7 Restoration. Suitable material excavated for conduit or duct bank installation may be deposited in embankment or shoulders areas. Excess suitable material and unsuitable material shall be disposed of off airport property or as ordered by the Engineer. Where sod has been removed, it shall be replaced as soon as possible after the backfilling is completed.All areas disturbed by the work shall be restored to its original condition. The restoration shall include topsoiling, seeding, and mulching shown on the plans. The Contractor shall be held responsible for maintaining all disturbed surfaces and replacements until final acceptance.Where conduits or duct banks are installed or removed outside of the general grading limits,or in areas that would not otherwise be disturbed, restoration shall be considered necessary and incidental to the work of this item and the costs shall be included in the associated pay items of work involved. Where conduits or duct banks are installed or removed within the general grading limits, restoration of the area will not be necessary as payment for establishment of turf or pavement will be included in the various pay items of work involved. Following restoration of all trenching near airport movement surfaces, the Contractor shall thoroughly visually inspect the area for foreign object debris (FOD),and remove any such FOD that is found. This FOD inspection and removal shall be considered incidental to the pay item of which it is a component part. 110-3.8 Cable Removal. All abandoned cable shall be removed from duct banks and conduits in cases where the duct bank or conduit is scheduled to remain for reuse and/or to be abandoned in place. Abandoned cable is considered both cables abandoned as part of this project as well as previously abandoned and verified inactive/ dead cables. Cable removal is measured per the length of electrical conduit,regardless of how many cables are contained within the conduit. All conduits shall be cleaned and mandreled after cable removal prior to installation of new cables. It is the overall intent of the design to remove all previously abandoned cables as well as cables scheduled to be abandoned as part of this project in the existing duct bank system.Any duct banks shown on the plans to have abandoned cable removed shall be thoroughly inspected by the contractor in the presence of the RPR. Any and all abandoned cable to be removed shall be approved by the RPR prior to removal. The methods for removal of abandoned cable shall also be approved by the RPR. The process used to remove existing cables shall not damage existing cables to remain. In the event of damage to existing utilities,operating cables,electrical manholes or duct banks the Engineer is to be notified immediately. The Contractor shall repair all damage, as directed by the RPR, immediately and at the Contractor's expense. All cable removed shall become the property of the Contractor and shall be disposed of in a manner which is in accordance with all Federal, State and Local regulations. In no case, shall any removed cables be left within the airport limits. Contractor shall make every effort to recycle the used cable at an approved recycling center. When the Contractor chooses to dispose of cable off the airport property,the Contractor Item L-110 Airport Underground Electrical Duct Banks and Conduits TS L-110-8 2019 AC 150/5370-1OH shall obtain and file with the RPR permission in writing from the property owner for the use of private property for this purpose. Prior to placing spoil off airport property, Contractor shall submit a"Spoil Deposition and Release" to the RPR. A sample form is contained in the CSPP of these Specifications and shall be acceptable to the RPR prior to removing material from the work area. No direct payment will be made for spoiling operations. The cost of spoiling material off-site shall be considered incidental to this Contract and the costs shall be included in the various pay items involved. 110-3.9 Conduit and duct bank removal. In general, cables will be removed from conduits which will be abandoned in-place or will be reused.Where existing conduits are to be removed in the same trench as proposed conduits,or where other contract excavation requires or mandates incidental conduit removal,the Contractor shall consider such removal as an incidental part of construction and include the costs thereof in the various pay items involved.No separate payment will be made for conduit removal or disposal. Restoration shall be as specified in the section titled "Restoration". Backfill shall be with suitable on-site material unless otherwise shown or specified. Backfill under paved areas shall be as shown on the plans. Conduit and duct banks shall be removed as shown on the plans and as directed by the Engineer. When conduit and duct banks are removed and disconnected from existing structures,the openings in the structure shall be closed watertight with brick and mortar. When conduits and duct banks are to be replaced, any structure modifications required to accept the proposed conduit and duct bank shall be done with all connections grouted watertight. Where conduits or duct banks are installed or removed outside of the general grading limits,or in areas that would not otherwise be disturbed, restoration shall be considered necessary and incidental to the work of this item and the costs shall be included in the associated pay items of work involved. Where conduits or duct banks are installed or removed within the general grading limits, restoration of the area will not be necessary as payment for establishment of turf or pavement will be included in the various pay items of work involved. METHOD OF MEASUREMENT 110-4.1 Underground conduits and duct banks shall be measured by the linear feet of conduits and duct banks installed, including encasement, locator tape, trenching and backfill with designated material, and restoration, and for drain lines,the termination at the drainage structure,all measured in place, completed, and accepted. Separate measurement shall be made for the various types and sizes. BASIS OF PAYMENT 110-5.1 Payment will be made at the contract unit price per linear foot for each type and size of conduit and duct bank completed and accepted,including trench and backfill with the designated material,and,for drain lines, the termination at the drainage structure. This price shall be full compensation for removal and disposal of existing duct banks and conduits as shown on the plans, furnishing all materials and for all preparation,assembly,and installation ofthese materials,and for all labor,equipment,tools,and incidentals necessary to complete this item per the provisions and intent of the plans and specifications. Payment will be made under: Item L-110-5.1 Non-Encased Electrical Conduit, 1 Way -2 Inch PVC Conduit, in Turf- per linear foot Item L-110-5.2 Cable Removal in Existing Duct Bank or Conduit—per linear foot Item L-110-5.3 Gravel Drainage Sump -per each Item L-110 Airport Underground Electrical Duct Banks and Conduits TS L-110-9 2019 AC 150/5370-1OH REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. Advisory Circular(AC) AC 150/5340-30 Design and Installation Details for Airport Visual Aids AC 150/5345-53 Airport Lighting Equipment Certification Program ASTM International(ASTM) ASTM A615 Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement National Fire Protection Association(NFPA) NFPA-70 National Electrical Code (NEC) Underwriters Laboratories (UL) UL Standard 6 Electrical Rigid Metal Conduit- Steel UL Standard 514B Conduit,Tubing, and Cable Fittings UL Standard 1242 Electrical Intermediate Metal Conduit Steel UL Standard 651 Schedule 40, 80, Type EB and A Rigid PVC Conduit and Fittings END OF ITEM L-110 Item L-110 Airport Underground Electrical Duct Banks and Conduits TS L-110-10 Item L-115 Electrical Manholes and Junction Structures DESCRIPTION 115-1.1 This item shall consist of electrical manholes and junction structures (hand holes, pull boxes, Junction cans, etc.) installed per this specification, at the indicated locations and conforming to the lines, grades and dimensions shown on the plans or as required by the RPR.This item shall include the installation of each electrical manhole and/or junction structures with all associated excavation, backfilling, sheeting and bracing, concrete, reinforcing steel, ladders, appurtenances, testing, dewatering and restoration of surfaces to the satisfaction of the RPR including removal of existing manholes and junction structures as shown on the plans. EQUIPMENT AND MATERIALS 115-2.1 General. a. All equipment and materials covered by referenced specifications shall be subject to acceptance through manufacturer's certification of compliance with the applicable specification when so requested by the RPR. b. Manufacturer's certifications shall not relieve the Contractor of the responsibility to provide materials per these specifications. Materials supplied and/or installed that do not comply with these specifications shall be removed (when directed by the RPR) and replaced with materials that comply with these specifications at the Contractor's cost. c. All materials and equipment used to construct this item shall be submitted to the RPR for approval prior to ordering the equipment. 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 products or models applicable to this project. Indicate all optional equipment and delete any non-pertinent data. Submittals for components of electrical equipment and systems shall identify the equipment to which they apply on each submittal sheet. Markings shall be made bold and clear with arrows or circles (highlighting is not acceptable). The Contractor is solely responsible for delays in the project that may accrue directly or indirectly from late submissions or resubmissions of submittals. d. The data submitted shall be sufficient, in the opinion of the RPR,to determine compliance with the plans and specifications. The Contractor's submittals shall be neatly bound in a properly sized 3-ring binder, tabbed by specification section. The RPR reserves the right to reject any and all equipment, materials or procedures that do not meet the system design and the standards and codes, specified in this document. e. All equipment and materials furnished and installed under this section shall be guaranteed against defects in materials and workmanship for a period of at least twelve (12) months from the date of final acceptance by the Owner. The defective materials and/or equipment shall be repaired or replaced, at the Owner's discretion,with no additional cost to the Owner. 115-2.2 Concrete structures. Concrete shall be proportioned, placed, and cured per NYSDOT standard specifications for concrete. Cast-in-place concrete structures shall be as shown on the plans. L-115-1 115-2.3 Precast concrete structures. Precast concrete structures shall be furnished by a plant meeting National Precast Concrete Association Plant Certification Program or another engineer approved third parry certification program. Provide precast concrete structures where shown on the plans and shall be considered a delegated design to the Contractor. As each precast plant uses different reinforcing steel and concrete designs,only the general dimensions are shown on the Contract Drawings. Although not specifically shown on the details, reinforcing steel is required and must be designed by the precast plant to meet the design loads. Signed and sealed shop drawings,design calculations,and other information requested by the RPR shall be submitted by the Contractor to allow for a full evaluation by the RPR. The precast structure design calculations and shop drawings shall be signed and stamped by a Professional Engineer licensed in the state of New York. Openings or knockouts shall be provided in the structure as detailed on the plans. Threaded inserts and pulling eyes shall be cast in as shown on the plans. Precast units shall have mortar or bitumastic sealer placed between all joints to make them watertight. 115-2.4 Junction boxes. Junction boxes shall be L-867 Class 1B (non-load bearing, stainless steel) or L- 868 Class 1B (load bearing, stainless steel) airport light bases that are encased in concrete. The light bases shall have a L-894 blank stainless steel cover, gasket, and stainless-steel hardware. All bolts, studs, nuts, lock washers,and other similar fasteners used for the light fixture assemblies must be fabricated from 316L (equivalent to EN 1.4404), 18-8, 410, or 416 stainless steel. If 18-8, 410, or 416 stainless steel is utilized it shall be passivated and be free from any discoloration. Covers shall be 3/8-inch (9-mm)thickness for L- 867 and 3/4-inch(19-mm)thickness for L-868.All junction boxes shall be provided with both internal and external ground lugs. 115-2.5 Mortar. The mortar shall be composed of one part of cement and two parts of mortar sand, by volume. The cement shall be per the requirements in ASTM C150, Type L The sand shall be per the requirements in ASTM C 144.Hydrated lime may be added to the mixture of sand and cement in an amount not to exceed 15%of the weight of cement used. The hydrated lime shall meet the requirements of ASTM C206. Water shall be potable, reasonably clean and free of oil, salt, acid, alkali, sugar, vegetable, or other substances injurious to the finished product. 115-2.6 Concrete. Concrete shall be proportioned,placed,and cured per NYSDOT standard specifications for concrete. 115-2.7 Frames and covers. The frames shall conform to one of the following requirements: a.ASTM A48 Gray iron castings b.ASTM A47 Malleable iron castings c.ASTM A27 Steel castings d.ASTM A283, Grade D Structural steel for grates and frames e.ASTM A536 Ductile iron castings L ASTM A897 Austempered ductile iron castings Castings shall withstand a maximum tire pressure of 250 psi and maximum wheel load of 25,000 lbs., or AASHTO-25 loads, as shown on the plans. All castings or structural steel units shall conform to the dimensions shown on the plans and shall be designed to support the loadings specified. Each frame and cover unit shall be provided with fastening members to prevent it from being dislodged by traffic,but which will allow easy removal for access to the structure. L-115-2 All castings shall be thoroughly cleaned.After fabrication, structural steel units shall be galvanized to meet the requirements of ASTM A123. Each cover shall have the word "ELECTRIC" or other approved designation cast on it. Each frame and cover shall be as shown on the plans or approved equivalent.No cable notches are required. Each manhole shall be provided with a "DANGER -- PERMIT-REQUIRED CONFINED SPACE, DO NOT ENTER" safety warning sign as detailed in the Contract Documents and in accordance with OSHA 1910.146 (c)(2). 115-2.8 Ladders.Not used. 115-2.9 Reinforcing steel. All reinforcing steel shall be deformed bars of new billet steel meeting the requirements of ASTM A615, Grade 60. 115-2.10 Bedding/special backfill. Bedding or special backfill shall be as shown on the plans. Bedding or special backfill shall be as shown on the plans. 115-2.11 Flowable backfill.Not used. 115-2.12 Cable trays.Not used. 115-2.13 Plastic conduit. Plastic conduit shall comply with Item L-110, Airport Underground Electrical Duct Banks and Conduits. 115-2.14 Conduit terminators. Conduit terminators shall be pre-manufactured for the specific purpose and sized as required or as shown on the plans. 115-2.15 Pulling-in irons.Not used. 115-2.16 Ground rods. Ground rods shall be copper-clad steel. The ground rods shall be of the length and diameter specified on the plans, but in no case be less than 8 feet (2.4 m) long and 5/8 inch (16 mm) in diameter. CONSTRUCTION METHODS 115-3.1 Unclassified excavation. It is the Contractor's responsibility to locate existing utilities within the work area prior to excavation. Damage to utility lines,through lack of care in excavating, shall be repaired or replaced to the satisfaction of the RPR without additional expense to the Owner. The Contractor shall perform excavation for structures and structure footings to the lines and grades or elevations shown on the plans. The excavation shall be of sufficient size to permit the placing of the full width and length of the structure or structure footings shown. All excavation shall be unclassified and shall be considered incidental to Item L-115.Dewatering necessary for structure installation and erosion per federal, state,and local requirements is incidental to Item L-115. Boulders, logs and all other objectionable material encountered in excavation shall be removed. All rock and other hard foundation material shall be cleaned of all loose material and cut to a firm surface either level, stepped or serrated, as directed by the RPR. All seams, crevices, disintegrated rock and thin strata shall be removed. When concrete is to rest on a surface other than rock, special care shall be taken not to disturb the bottom of the excavation. Excavation to final grade shall not be made until just before the concrete or reinforcing is to be placed. The Contractor shall provide all bracing, sheeting and shoring necessary to implement and protect the excavation and the structure as required for safety or conformance to governing laws. The cost of bracing, sheeting and shoring shall be included in the unit price bid for the structure. L-115-3 Unless otherwise provided,bracing, sheeting and shoring involved in the construction of this item shall be removed by the Contractor after the completion of the structure. Removal shall be effected in a manner that will not disturb or mar finished masonry. The bracing, sheeting or shoring shall not be removed in one operation, but shall be done in successive stages of backfill to prevent overloading of the pipe during backfilling operations. The cost of bracing, sheeting and shoring, and its removal shall be included in the unit price bid for the structure. After each excavation is completed,the Contractor shall notify the RPR. Structures shall be placed after the RPR has approved the depth of the excavation and the suitability of the foundation material. Prior to installation the Contractor shall provide a minimum of 6 inches (150 mm) of sand or a material approved by the RPR as a suitable base to receive the structure. The base material shall be compacted and graded level and at proper elevation to receive the structure in proper relation to the conduit grade or ground cover requirements,as indicated on the plans. 115-3.2 Concrete structures. Concrete structures shall be built on prepared foundations conforming to the dimensions and form indicated on the plans. The concrete and construction methods shall conform to the requirements specified in NYSDOT standard specifications.Any reinforcement required shall be placed as indicated on the plans and shall be approved by the RPR before the concrete is placed. 115-3.3 Precast unit installations. Precast units shall be installed plumb and true. Joints shall be made watertight by use of sealant at each tongue-and-groove joint and at roof of manhole. Excess sealant shall be removed and severe surface projections on exterior of neck shall be removed. 115-3.4 Placement and treatment of castings,frames and fittings.All castings,frames and fittings shall be placed in the positions indicated on the Plans or as directed by the RPR and shall be set true to line and to correct elevation. If frames or fittings are to be set in concrete or cement mortar,all anchors or bolts shall be in place and position before the concrete or mortar is placed. The unit shall not be disturbed until the mortar or concrete has set. Field connections shall be made with bolts,unless indicated otherwise.Welding will not be permitted unless shown otherwise on the approved shop drawings and written approval is granted by the casting manufacturer. Erection equipment shall be suitable and safe for the workman. Errors in shop fabrication or deformation resulting from handling and transportation that prevent the proper assembly and fitting of parts shall be reported immediately to the RPR and approval of the method of correction shall be obtained. Approved corrections shall be made at Contractor's expense. Anchor bolts and anchors shall be properly located and built into connection work. Bolts and anchors shall be preset by the use of templates or such other methods as may be required to locate the anchors and anchor bolts accurately. Pulling-in irons shall be located opposite all conduit entrances into structures to provide a strong, convenient attachment for pulling-in blocks when installing cables. Pulling-in irons shall be set directly into the concrete walls of the structure. 115-3.5 Installation of ladders.Not Used. 115-3.6 Removal of sheeting and bracing. In general, all sheeting and bracing used to support the sides of trenches or other open excavations shall be withdrawn as the trenches or other open excavations are being refilled.That portion of the sheeting extending below the top of a structure shall be withdrawn,unless otherwise directed,before more than 6 inches (150 mm)of material is placed above the top of the structure and before any bracing is removed. Voids left by the sheeting shall be carefully refilled with selected material and rammed tight with tools especially adapted for the purpose or otherwise as may be approved. The RPR may direct the Contractor to delay the removal of sheeting and bracing if, in his judgment, the installed work has not attained the necessary strength to permit placing of backfill. L-115-4 115-3.7 Backfilling. After a structure has been completed, the area around it shall be backfilled in horizontal layers not to exceed 6 inches (150 mm) in thickness measured after compaction to the density requirements in Item P-152. Each layer shall be deposited all around the structure to approximately the same elevation. The top of the fill shall meet the elevation shown on the plans or as directed by the RPR. Backfill shall not be placed against any structure until approval is given by the RPR.In the case of concrete, such approval shall not be given until tests made by the laboratory under supervision of the RPR establish that the concrete has attained sufficient strength to provide a factor of safety against damage or strain in withstanding any pressure created by the backfill or the methods used in placing it. Where required, the RPR may direct the Contractor to add, at his own expense, sufficient water during compaction to assure a complete consolidation of the backfill. The Contractor shall be responsible for all damage or injury done to conduits, duct banks, structures,property or persons due to improper placing or compacting of backfill. 115-3.8 Connection of duct banks. To relieve stress of joint between concrete-encased duct banks and structure walls, reinforcement rods shall be placed in the structure wall and shall be formed and tied into duct bank reinforcement at the time the duct bank is installed. 115-3.9 Grounding.A ground rod shall be installed in the floor of all concrete structures so that the top of rod extends 6 inches (150 mm) above the floor. The ground rod shall be installed within one foot(30 cm) of a corner of the concrete structure. Ground rods shall be installed prior to casting the bottom slab.Where the soil condition does not permit driving the ground rod into the earth without damage to the ground rod, the Contractor shall drill a 4-inch(100 mm)diameter hole into the earth to receive the ground rod.The hole around the ground rod shall be filled throughout its length,below slab,with Portland cement grout. Ground rods shall be installed in precast bottom slab of structures by drilling a hole through bottom slab and installing the ground rod. Bottom slab penetration shall be sealed watertight with Portland cement grout around the ground rod. A grounding bus of 4/0 bare stranded copper shall be exothermically bonded to the ground rod and loop the concrete structure walls. The ground bus shall be a minimum of one foot (30 cm) above the floor of the structure and separate from other cables. No. 2 American wire gauge (AWG) bare copper pigtails shall bond the grounding bus to all cable trays and other metal hardware within the concrete structure. Connections to the grounding bus shall be exothermic. If an exothermic weld is not possible, connections to the grounding bus shall be made by using connectors approved for direct burial in soil or concrete per UL 467. Hardware connections may be mechanical,using a lug designed for that purpose. 115-3.10 Cleanup and repair. After erection of all galvanized items, damaged areas shall be repaired by applying a liquid cold-galvanizing compound per MIL-P-21035. Surfaces shall be prepared and compound applied per the manufacturer's recommendations. Prior to acceptance,the entire structure shall be cleaned of all dirt and debris. 115-3.11 Restoration. After the backfill is completed,the Contractor shall dispose of all surplus material, dirt and rubbish from the site. The Contractor shall restore all disturbed areas equivalent to or better than their original condition.All sodding,grading and restoration shall be considered incidental to the respective Item L-115 pay item. The Contractor shall grade around structures as required to provide positive drainage away from the structure. Areas with special surface treatment, such as roads, sidewalks, or other paved areas shall have backfill compacted to match surrounding areas,and surfaces shall be repaired using materials comparable to original materials. L-115-5 Following restoration of all trenching near airport movement surfaces, the Contractor shall thoroughly visually inspect the area for foreign object debris (FOD), and remove any such FOD that is found. This FOD inspection and removal shall be considered incidental to the pay item of which it is a component part. After all work is completed,the Contractor shall remove all tools and other equipment, leaving the entire site free,clear and in good condition. 115-3.12 Inspection. Prior to final approval, the electrical structures shall be thoroughly inspected for conformance with the plans and this specification. Any indication of defects in materials or workmanship shall be further investigated and corrected. The earth resistance to ground of each ground rod shall not exceed 25 ohms. Each ground rod shall be tested using the fall-of-potential ground impedance test per American National Standards Institute / Institute of Electrical and Electronic Engineers (ANSI/IEEE) Standard 81. This test shall be performed prior to establishing connections to other ground electrodes. METHOD OF MEASUREMENT 115-4.1 Electrical junction structures shall be measured by each unit completed in place and accepted, or removed. The following items shall be included in the price of each unit: All required excavation and dewatering; sheeting and bracing; all required backfilling with on-site materials; restoration of all surfaces and finished grading and turfing; all required connections; temporary cables and connections; and ground rod testing. BASIS OF PAYMENT 115-5.1 The accepted quantity of electrical junction structures will be paid for at the Contract unit price per each, complete and in place. This price shall be full compensation for furnishing all materials and for all preparation, excavation, backfilling and placing of the materials, furnishing and installation of appurtenances and connections to duct banks and other structures as may be required to complete the item as shown on the plans and for all labor,equipment,tools and incidentals necessary to complete the structure. Payment will be made under: Item L-115-5.1 Electrical Junction Structure, L-867 Light Base, Size B, Class 1B—per each REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. American National Standards Institute/Insulated Cable Engineers Association(ANSI/ICEA) ANSI/IEEE STD 81 IEEE Guide for Measuring Earth Resistivity, Ground Impedance, and Earth Surface Potentials of a Ground System Advisory Circular(AC) AC 150/5345-42 Specification for Airport Light Bases, Transformer Housings, Junction Boxes, and Accessories AC 150/5340-30 Design and Installation Details for Airport Visual Aids AC 150/5345-53 Airport Lighting Equipment Certification Program L-115-6 Commercial Item Description(CID) A-A 59544 Cable and Wire, Electrical (Power, Fixed Installation) ASTM International(ASTM) ASTM A27 Standard Specification for Steel Castings,Carbon,for General Application ASTM A47 Standard Specification for Ferritic Malleable Iron Castings ASTM A48 Standard Specification for Gray Iron Castings ASTM A123 Standard Specification for Zinc (Hot Dip Galvanized) Coatings on Iron and Steel Products ASTM A283 Standard Specification for Low and Intermediate Tensile Strength Carbon Steel Plates ASTM A536 Standard Specification for Ductile Iron Castings ASTM A615 Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement ASTM A897 Standard Specification for Austempered Ductile Iron Castings ASTM C144 Standard Specification for Aggregate for Masonry Mortar ASTM C150 Standard Specification for Portland Cement Mil Spec MIL-P-21035 Paint High Zinc Dust Content, Galvanizing Repair National Fire Protection Association(NFPA) NFPA-70 National Electrical Code (NEC) END OF ITEM L-115 L-115-7 2019 AC 150/5370-1OH Item L-119 Airport Obstruction Lights DESCRIPTION 119-1.1 This item shall consist of furnishing and installing obstruction lights per these specifications. Included in this item shall be the furnishing and installing of wood poles, steel or iron pipes, or other supports as required in the plans or specifications and in accordance with the requirements in advisory circular(AC) 70/7460-1, Obstruction Marking and Lighting This item shall also include all wire and cable connections, the furnishing and installing of all necessary conduits and fittings,insulators,pole steps,pole cross arms,and the painting of poles and pipes.In addition, it includes the furnishing and installing of all lamps and, if required, the furnishing and installing of insulating transformers, the servicing and testing of the installation and all incidentals necessary to place the lights in operation as completed units to the satisfaction of the RPR including the removal of existing obstruction lights as shown on the plans. EQUIPMENT AND MATERIALS 119-2.1 General. a. Airport lighting equipment and materials covered by specifications shall be certified under AC 150/5345-53, Airport Lighting Equipment Certification Program (ALECP) and listed in the ALECP Addendum. b. 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 when requested by the RPR. c.Manufacturer's certifications shall not relieve the Contractor ofthe responsibility to provide materials per these specifications. Materials supplied and/or installed that do not comply with these specifications shall be removed (when directed by the RPR) and replaced with materials that comply with these specifications at the Contractor's cost. d.All materials and equipment used to construct this item shall be submitted to the RPR for approval prior to ordering the equipment. 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 products or models applicable to this project. Indicate all optional equipment and delete any non-pertinent data. Submittals for components of electrical equipment and systems shall identify the equipment to which they apply on each submittal sheet. Markings shall be made bold and clear with arrows or circles (highlighting is not acceptable). Contractor is solely responsible for delays in the project that accrue directly or indirectly from late submissions or resubmissions of submittals. e. The data submitted shall be sufficient, in the opinion of the RPR,to determine compliance with the plans and specifications.The Contractor's submittals shall be neatly bound in a properly sized 3-ring binder, tabbed by specification section. The RPR reserves the right to reject any and all equipment, materials or procedures that do not meet the system design and the standards and codes, specified in this document. f. All equipment and materials furnished and installed under this section shall be guaranteed against defects in materials and workmanship for at least twelve (12)months from final acceptance by the Owner. Item L-119 Airport Obstruction Lights TS L-119-1 2019 AC 150/5370-1OH The defective materials and/or equipment shall be repaired or replaced, at the Owner's discretion, with no additional cost to the Owner. 119-2.2 Obstruction lights. The obstruction lighting assembly shall be Type L-810 meeting the requirements of AC 150/5345-43, Specification for Obstruction Lighting Equipment. Led fixtures, omni- directional, dual steady burning red, 240V AC, 60 Hz. Marine treated option for corrosive environments. Obstruction lights are activated via the existing airfield lighting control system located in the electrical vault; no separate photo-cell options are required. 119-2.3 Isolation transformers.Not used. 119-2.4 Transformer housing.Not used. 119-2.5 Conduit. Steel conduit and fittings shall be in accordance with Item L-110. 119-2.6 Plastic conduit (for use below grade only). Plastic conduit and fittings shall be in accordance with Item L-110. 119-2.7 Electrical wire and cable. For ratings up to 600 volts, moisture and heat resistant thermoplastic wire conforming to Commercial Item Description A-A-59544A, Type XHHW-2, shall be used. The wires shall be of the type, size,number of conductors, and voltage shown in the plans or in the proposal. 119-2.8 Miscellaneous. Paint,poles,pole steps,insulators,and all other miscellaneous materials necessary for the completion of this item shall be new and first-grade commercial products. These products shall be as specified in the plans or specifications. 119-2.9 Junction boxes. Junction boxes shall be of NEMA 4X, solid stainless steel construction unless otherwise shown. Junction boxes and pull boxes shall be minimum NEC code size. 119-2.10 Power adapter.Not used. 119-2.11 Ground rods. Ground rods shall be copper-clad steel,unless otherwise noted. The ground rods shall be of the length and diameter specified on the Contract Drawings, but in no case shall they be less than 8 feet long nor less than 5/8 inch in diameter. 119-2.12 Concrete. Concrete foundations shall be proportioned, placed, and cured per New York State Department of Transportation Standard Specifications, latest issue, plus all revisions and addenda pertaining thereto, Section 555-2. Unless otherwise shown on the Contract Drawings,the concrete shall be Class A, with a maximum permissible slump of 3-1/2 inches and a minimum allowable compressive strength of 4,000 psi(28 MPa). Or Connecticut Department of Transportation Standard Specifications, latest issue, plus all revisions and addenda pertaining thereto, Section M-03. Unless otherwise shown on the Contract Drawings,the concrete shall be Class F,with a maximum permissible slump of 3-1/2 inches and a minimum allowable compressive strength of 4,000 psi(28 MPa). 119-2.13 Photo control.Not used. CONSTRUCTION METHODS 119-3.1 Placing the obstruction lights. The Contractor shall furnish and install double-obstruction lights as specified and shown in the plans. The obstruction lights shall be mounted on poles,buildings, or towers at approximately the location shown in the plans. The exact location shall be approved by the RPR in Item L-119 Airport Obstruction Lights TS L-119-2 2019 AC 150/5370-1OH accordance with AC 70/7460-1, Obstruction Marking and Lighting. The costs of providing and installing obstruction lights, conduit, fittings,wiring,transformer, steps,pipe straps, screws,paint,Wraplock straps, clamps, fasteners, expansion shields, screw anchors, toggle bolts, isolation transformers, and appurtenances, and all testing shall be included in the cost of the pay items of work involved. Conduit and wiring shall be included from the source of power to the obstruction light. 119-3.2 Installation on poles.Not used. 119-3.3 Installation on beacon tower.Not used. 119 3.4 Installation on buildings,towers, smokestacks, etc. Not used. 119-3.5 Series isolation transformers.Not used. 119-3.6 Wiring. The Contractor shall furnish all necessary labor and materials. The Contractor shall make complete electrical connections from the underground cable or other source of power per the wiring diagram furnished with the project plans. If underground cable is required for the power feed and if duct is required under paved areas, the cable and duct shall be installed per and paid for as described in Item L-108, Underground Power Cable for Airports, and Item L-110, Airport Underground Electrical Duct Banks and Conduit. 119-3.7 Lamps. The Contractor shall furnish and install in each unit one or two lamps that are per the manufacturer's requirements. Provide two lamp sets as spares. 119-3.8 Tests. The installation shall be fully tested by continuous operation for not less than 1/2 hour as a completed unit prior to acceptance. These tests shall include the functioning of each control not less than 10 times. Obstruction lights that are powered from a constant current regulator shall be tested on all steps. All tests shall be performed in the presence of the RPR. METHOD OF MEASUREMENT 119-4.1 The quantity of lights to be paid for under this item shall be the number of double-type obstruction lights installed and accepted as completed units, in place, ready for operation. BASIS OF PAYMENT 119-5.1 Payment will be made at the contract unit price for each completed obstruction light installed, in place by the Contractor, and accepted by the RPR. This price shall be full compensation for furnishing all materials and for all preparation,assembly,and installation of these materials,and for all labor,equipment, tools, and incidentals necessary to complete this item. Payment will be made under: Item L-119-5.1 Double Airport Obstruction Light on Existing Base -per each Item L-119-5.2 Removal of Existing Airport Obstruction Light—per each REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. Advisory Circulars (AC) AC 70/7460-1 Obstruction Marking and Lighting Item L-119 Airport Obstruction Lights TS L-119-3 2019 AC 150/5370-1OH AC 150/5340-30 Design and Installation Details for Airport Visual Aids AC 150/5345-7 Specification for L-824 Underground Electrical Cable for Airport Lighting Circuits AC 150/5345-42 Specification for Airport Light Bases, Transformer Housing, Junction Boxes, and Accessories AC 150/5345-43 Specification for Obstruction Lighting Equipment AC 150/5345-53 Airport Lighting Equipment Certification Program American National Standards Institute/Insulated Cable Engineers Association(ANSI/ICEA) ANSI/ICEA S-70-547 Standards for Weather-Resistant Polyolefin Covered Connectors Commercial Item Description(CID) A-A-59544A Cable and Wire, Electrical (Power, Fixed Installation) Federal Standard(FED STD) FED STD 595 Colors used in Government Procurement National Fire Protection Association(NFPA) NFPA-70 National Electrical Code (NEC) Underwriters Laboratories (UL) UL Standard 6 Electrical Rigid Metal Conduit— Steel UL Standard 651 Schedule 40, 80, Type EB and A Rigid PVC Conduit and Fittings UL Standard 1242 Electrical Intermediate Metal Conduit- Steel END OF ITEM L-119 Item L-119 Airport Obstruction Lights TS L-119-4 2019 AC 150/5370-1OH Item L-125 Installation of Airport Lighting Systems DESCRIPTION 125-1.1 This item shall consist of airport lighting systems furnished and installed in accordance with this specification,the referenced specifications, and the applicable advisory circulars (ACs). The systems shall be installed at the locations and in accordance with the dimensions, design, and details shown in the plans. This item shall include the furnishing of all equipment, materials, services, and incidentals necessary to place the systems in operation as completed units to the satisfaction of the RPR. EQUIPMENT AND MATERIALS 125-2.1 General. a. Airport lighting equipment and materials covered by Federal Aviation Administration (FAA) specifications shall be certified under the Airport Lighting Equipment Certification Program in accordance with AC 150/5345-53, current version. FAA certified airfield lighting shall be compatible with each other to perform in compliance with FAA criteria and the intended operation. If the Contractor provides equipment that does not performs as intended because of incompatibility with the system, the Contractor assumes all costs to correct the system for to operate properly. b. Manufacturer's certifications shall not relieve the Contractor of their responsibility to provide materials in accordance with these specifications and acceptable to the RPR. Materials supplied and/or installed that do not comply with these specifications shall be removed, when directed by the RPR and replaced with materials,which do comply with these specifications, at the sole cost of the Contractor. c. All materials and equipment used shall be submitted to the RPR for approval prior to ordering the equipment. Submittals consisting of marked catalog sheets or shop drawings shall be provided. Clearly 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 apply on each submittal sheet. Markings shall be clearly made with arrows or circles(highlighting is not acceptable).The Contractor shall be responsible for delays in the project accruing directly or indirectly from late submissions or resubmissions of submittals. d. The data submitted shall be sufficient, in the opinion of the RPR,to determine compliance with the plans and specifications. The Contractor's submittals shall be submitted in a neatly bound, properly sized 3-ring binder, tabbed by specification section. The RPR reserves the right to reject any or all equipment, materials or procedures, which, in the RPR's opinion, does not meet the system design and the standards and codes, specified herein. e. All equipment and materials furnished and installed under this section shall be guaranteed against defects in materials and workmanship for a period of at least twelve (12)months from final acceptance by the Owner. The defective materials and/or equipment shall be repaired or replaced, at the Owner's discretion,with no additional cost to the Owner.All LED light fixtures,with the exception of obstruction lighting (AC 150/5345-43) must be warranted by the manufacturer for a minimum of 4 years after date of installation inclusive of all electronics. 125-2.2 Conduit/Duct. Conduit shall conform to Specification Item L-110 Airport Underground Electrical Duct Banks and Conduits. Item L-125 Installation of Airport Lighting Systems TS L-125-1 2019 AC 150/5370-1OH 125-2.3 Cable and Counterpoise. Cable and Counterpoise shall conform to Item L-108 Underground Power Cable for Airports. 125-2.4 Tape. Rubber and plastic electrical tapes shall be Scotch Electrical Tape Numbers 23 and 88 respectively,as manufactured by 3M Company or an approved equal. 125-2.5 Cable Connections. Cable Connections shall conform to Item L-108 Installation of Underground Cable for Airports. 125-2.6 Retroreflective Markers.Not Used. 125-2.7 Runway and Taxiway Lights. Runway and taxiway lights shall conform to the requirements of AC 150/5345-46.Lamps shall be of size and type indicated,or as required by fixture manufacturer for each lighting fixture required under this contract. Filters shall be of colors conforming to the specification for the light concerned or to the standard referenced. Lights Type Class Mode Style Options Base Filter Transformer Notes 2; 3- Bidirectional L-861 2 1 step 4-Base Plate L-867 B W/W L-830 Height= 14" Bulb Type: LED 2; 3- Bidirectional L-861E 2 1 step4-Base Plate L-867 B R/G L-830 Height= 14" Bulb Type: LED 125-2.8 Runway and Taxiway Signs. Runway and Taxiway Guidance Signs should conform to the requirements of AC 150/5345-44. Signs Type Size Style Class Mode Notes L-858R 2 2; 3-step 2 2 See Plans for Legends 125-2.9 Runway End Identifier Light (REIL). The REIL fixtures shall meet the requirements of AC 150/5345-51, Type L-849V (voltage, 240V AC, 60 Hz), Style E, LED. REIL, control is provided via the existing airport lighting control panel and contractor located in the electrical vault. 125-2.10 Precision Approach Path Indicator (PAPI). The light units for the PAPI shall meet the requirements of AC 150/5345-28, Type L-881 (2-box),LED, Style A(voltage, 240V AC, 60 Hz), Class 11. Provide marine treated option, and/or stainless-steel housing, non-redundant, un-monitored, no current sensing. PAPI control is provided via the existing airport lighting control panel and contractor located in the electrical vault. 125-2.11 Circuit Selector Cabinet.Not Used. 125-2.12 Light Base and Transformer Housings. Light Base and Transformer Housings should conform to the requirements of AC 150/5345-42. Light bases shall be Type L-867 for non-load bearing locations or L-868 for load bearing locations, Class 1B (stainless steel or epoxy coated), Size B shall be provided as indicated or as required to accommodate the fixture or device installed thereon. Base plates, cover plates, and adapter plates shall be provided to accommodate various sizes of fixtures. Cover plates shall be solid stainless steel,painted yellow. Item L-125 Installation of Airport Lighting Systems TS L-125-2 2019 AC 150/5370-1OH 125-2.13 Isolation Transformers. Isolation Transformers shall be Type L-830, size as required for each installation. Transformer shall conform to AC 150/5345-47. 125-2.14 Power adapter.Not used. 125-2.15 Concrete. Concrete foundations shall be proportioned, placed, and cured per New York State Department of Transportation Standard Specifications, latest issue, plus all revisions and addenda pertaining thereto, Section 555-2. Unless otherwise shown on the Contract Drawings,the concrete shall be Class A, with a maximum permissible slump of 3-1/2 inches and a minimum allowable compressive strength of 4,000 psi(28 MPa). Or Connecticut Department of Transportation Standard Specifications, latest issue, plus all revisions and addenda pertaining thereto, Section M-03. Unless otherwise shown on the Contract Drawings,the concrete shall be Class F,with a maximum permissible slump of 3-1/2 inches and a minimum allowable compressive strength of 4,000 psi(28 MPa). 125-2.16 Reinforcing steel. All reinforcing steel shall be deformed bars of new billet steel meeting the requirements of ASTM A 615, Grade 60. 125-2.17 Anchor bolts and concrete anchor studs.Anchor bolts and concrete anchor studs shall be sized in accordance with the equipment manufacturer's requirements.All anchor bolts and studs shall be stainless steel. 125-2.18 Water tight termination. Water tight terminations for conduits, ducts, nipples, equipment and bases shall be mechanical compression type and shall be sized for the application and number of conductors. 125-2.19 Crushed stone. Crushed Stone shall meet the requirements of NYSDOT type II subbase. 125-2.20 Bedding. Bedding shall meet the requirements of ASTM C 33, fine aggregate for concrete. gradation shall be in accordance with the table below: Percentage By Weight Sieve Designations Passing Sieves 3/8 Inch 100 No. 4 95-100 No. 8 80-100 No. 16 50-85 No. 30 25-60 No. 50 5-30 No. 100 0-10 125-2.21 Padlock. The Contractor shall furnish and install corrosion resistant padlocks on each outdoor equipment enclosure. Padlocks shall meet the requirements of Master Lock Marine Brass Padlock 448D- Mar, or approved equal, unless otherwise required by the Owner. Contractor shall coordinate with the Owner prior to ordering padlocks. Padlocks shall be keyed the same unless otherwise specified on the contract drawings. Contractor shall provide at least two keys for each padlock unless otherwise specified on the contract drawings. All keys shall be turned over to the RPR at the completion of the project. INSTALLATION 125-3.1 Installation. The Contractor shall furnish, install, connect and test all equipment, accessories, conduit,cables,wires,buses,grounds and support items necessary to ensure a complete and operable airport lighting system as specified here and shown in the plans. Item L-125 Installation of Airport Lighting Systems TS L-125-3 2019 AC 150/5370-1OH The equipment installation and mounting shall comply with the requirements of the National Electrical Code and state and local code agencies having jurisdiction. The Contractor shall install the specified equipment in accordance with the applicable advisory circulars and the details shown on the plans. Equipment installation shall be as shown on the plans. 125-3.1.1 Excerpts from AC 150/5340-30J,Appendix E E.1 Electrical Notes. E.1.1 General. 1. The electrical installation, at a minimum,must meet the NEC and local regulations. 2. The contractor must ascertain that all lighting system components furnished (including FAA approved equipment) are compatible in all respects with each other and the remainder of the new/existing system. Any non-compatible components furnished by the contractor must be replaced at no additional cost to the airport sponsor with a similar unit that is approved by the RPR and compatible with the remainder of the airport lighting system. 3. In case the contractor elects to furnish and install airport lighting equipment requiring additional wiring,transformers,adapters,mountings,etc.,to those shown on the drawings and/or listed in the specifications, any cost for these items must be incidental to the equipment cost. 4. The contractor-installed equipment (including FAA approved) must not generate any EMI in the existing and/or new communications,weather,air navigation,and ATC equipment.Any equipment generating such interference must be replaced by the contractor at no additional cost with equipment meeting the applicable specifications. 5. When a specific type, style, class, etc., of FAA approved equipment is specified only that type, style,class,etc.,will be acceptable,though equipment of other types,style,class,etc.,may be FAA approved. 6. Any and all instructions from the RPR to the contractor regarding changes in, or deviations from, the plans and specifications must be in writing with copies sent to the airport sponsor and the FAA field office(Airports District Office (ADO)/Airports Field Office(AFO)). The contractor must not accept any verbal instructions from the RPR regarding any changes from the plans and specifications. 7. A minimum of three copies of instruction books must be supplied with each type of equipment.For more sophisticated types of equipment, such as regulators, PAPI, REIL, etc.,the instruction book must contain the following: a. A detailed description of the overall equipment and its individual components. b. Theory of operation including the function of each component. c. Installation instructions. d. Start-up instructions. e. Preventative maintenance requirements. f. Chart for troubleshooting. g. Complete power and control detailed wiring diagram(s), showing each conductor/connection/ component; "black" boxes are not acceptable. The diagram or the narrative must show voltages/ currents/wave shapes at strategic locations to be used when checking and/or troubleshooting the Item L-125 Installation of Airport Lighting Systems TS L-125-4 2019 AC 150/5370-1OH equipment. When the equipment has several brightness steps, these parameters must be indicated for all the different modes. h. Parts list will include all major and minor components,such as resistors,diodes,etc.It must include a complete nomenclature of each component and, if applicable,the name of its manufacturer and the catalog number. i. Safety instructions. E.1.2 Power and Control. 1. Stencil all electrical equipment to identify function,circuit voltage and phase.Where the equipment contains fuses, also stencil the fuse or fuse link ampere rating.Where the equipment does not have sufficient stenciling area,the stenciling must be done on the wall next to the unit. The letters must be one inch (25 mm)high and painted in white or black paint to provide the highest contrast with the background.Engraved plastic nameplates may also be used with one inch(25 mm)white(black background) or black(white background)characters.All markings must be of sufficient durability to withstand the environment. 2. Color code all phase wiring by the use of colored wire insulation and/or colored tape. Where tape is used,the wire insulation must be black. Black and red must be used for single-phase,three wire systems and black,red and blue must be used for three-phase systems.Neutral conductors,size No. 6 AWG or smaller, must be identified by a continuous white or natural outer finish. Conductors larger than No. 6 AWG must be identified either by a continuous white or natural gray outer finish along its entire length or by the use of white tape at its terminations and inside accessible wireways. 3. All branch circuit conductors connected to a particular phase must be identified with the same color. The color coding must extend to the point of utilization. 4. In control wiring,the same color must be used throughout the system for the same function, such as 10%, 30%, 100%brightness control, etc. 5. All power and control circuit conductors must be copper; aluminum must not be accepted. This includes wire, cable,busses,terminals, switch/panel components, etc. 6. Low voltage(600 V)and high voltage(5000 V)conductors must be installed in separate wireways. 7. Neatly lace wiring in distribution panels,wireways, switches and pull/junction boxes. 8. The minimum size of pull/junction boxes, regardless of the quantity and the size of the conductors shown,must be as follows: a. In straight pulls, the length of the box must not be less than eight times the trade diameter of the larger conduit. The total area(including the conduit cross-sectional area) of a box end must be at least three times greater than the total trade cross-sectional area of the conduits terminating at the end. b. In angle or u-pulls,the distance between each conduit entry inside the box and the opposite wall of the box must not be less than six times the trade diameter of the largest conduit. This distance must be increased for additional entries by the amount of the sum of the diameters of all other conduit entries on the same wall of the box. The distance between conduit entries enclosing the same conductor must of not be less than six times the trade diameter of the largest conduit. 9. A run of conduit between terminations at equipment enclosures, square ducts and pull/junction boxes, must not contain more than the equivalent of four quarter bends (360 degrees total), including bends located immediately at the terminations. Cast, conduit type outlets must not be treated as pull/junction boxes. Item L-125 Installation of Airport Lighting Systems TS L-125-5 2019 AC 150/5370-1OH 10. Equipment cabinets must not be used as pull/junction boxes. Only wiring terminating at the equipment must be brought into these enclosures. 11. Splices and junction points must be permitted only in junction boxes, ducts equipped with removable covers, and at easily accessible locations. 12. Circuit breakers in power distribution panel(s)must be thermal-magnetic,molded case,permanent trip with 100-ampere,minimum, frame. 13. Dual lugs must be used where two wires, size No. 6 or larger, are to be connected to the same terminal. 14. All wall mounted equipment enclosures must be mounted on wooden mounting boards. 15. Wooden equipment mounting boards must be plywood, exterior type, 3/4 inch(19 mm)minimum thickness,both sides painted with one coat of primer and two coats of gray, oil-based paint. 16. Rigid steel conduit must be used throughout the installation unless otherwise specified. The minimum trade size must be 3/4 inch(19 mm). 17. All rigid conduit must be terminated at CCRs with a section (10 inch (254 mm) minimum) of flexible conduit. 18. Unless otherwise shown all exposed conduits must be run parallel to, or at right angles with, the lines of the structure. 19. All steel conduits, fittings,nuts,bolts, etc.,must be galvanized. 20. Use conduit bushings at each conduit termination. Where No. 4 AWG or larger ungrounded wire is installed,use insulated bushings. 21. Use double lock nuts at each conduit termination.Use weather tight hubs in damp and wet locations. Sealing locknuts must not be used. 22. Wrap all primary and secondary power transformer connections with sufficient layers of insulating tape and cover with insulating varnish for full value of cable insulation voltage. 23. Unless otherwise noted, all indoor single conductor control wiring must be No. 12 AWG. 24. Both ends of each control conductor must be terminated at a terminal block. The terminal block must be of proper rating and size for the function intended and must be located in equipment enclosures or special terminal cabinets. 25. All control conductor terminators must be of the open-eye connector/screw type. Soldered,closed- eyed terminators, or terminators without connectors are not acceptable. 26. In terminal block cabinets,the minimum spacing between parallel terminal blocks must be 6 inches (152 mm). The minimum spacing between terminal block sides/ends and cabinet sides/bottom/top must be 5 inches (127 mm). The minimum spacing will be increased as required by the number of conductors. Additional spacing must be provided at conductor entrances. 27. Both ends of all control conductors must be identified as to the circuit,terminal,block,and terminal number. Only stick-on labels must be used. 28. A separate and continuous neutral conductor must be installed and connected for each breaker circuit in the power panel(s) from the neutral bar to each power/control circuit. 29. The following must apply to relay/contactor panel/enclosures: a. All components must be mounted in dust proof enclosures with vertically hinged covers. Item L-125 Installation of Airport Lighting Systems TS L-125-6 2019 AC 150/5370-1OH b. The enclosures must have ample space for the circuit components, terminal blocks, and incoming internal wiring. c. All incoming/outgoing wiring must be terminated at terminal blocks. d. Each terminal on terminal blocks and on circuit components must be clearly identified. e. All control conductor terminations must be of the open-eye connector/screw type. Soldered, closed-eye connectors, or terminations without connectors are not acceptable. f. When the enclosure cover is opened, all circuit components, wiring, and terminals must be exposed and accessible without any removal of any panels, covers,etc., except those covering high voltage components. g. Access to, or removal of,a circuit component or terminal block will not require the removal of any other circuit component or terminal block. h. Each circuit component must be clearly identified indicating its corresponding number shown on the drawing and its function. i. A complete wiring diagram(not a block or schematic diagram)must be mounted on the inside of the cover. The diagram must represent each conductor by a separate line. j. The diagram must identify each circuit component and the number and color of each internal conductor and terminal. k. All wiring must be neatly trained and laced. 1. Minimum wire size must be No. 12 AWG. E.1.3 Field Lighting. 1. Unless otherwise stated, all underground field power multiple and series circuit conductors (whether direct earth burial (DEB) or in duct/conduit) must be FAA approved Type L-824. Insulation voltage and size must be as specified. 2. No components of the primary circuit such as cable, connectors and transformers must be brought above ground at edge lights, signs, REIL, etc. 3. There must be no exposed power/control cables between the point where they leave the underground (DEB or L-867 bases) and where they enter the equipment (such as taxiway signs, PAPI,REIL,etc.). Enclosures. These cables must be enclosed in rigid conduit or in flexible water- tight conduit with frangible coupling(s) at the grade or the housing cover, as shown in applicable details. 4. The joints of the L-823 primary connectors must be wrapped with one layer of rubber or synthetic rubber tape and one layer of plastic tape, one half lapped, extending at least 1-1/2 inches (38 mm) on each side of the joint, as shown in Figure E-9. 5. The cable entrance into the field attached L-823 connectors must be enclosed by heat-shrinkable tubing with continuous internal adhesive as shown in Figure E-9. 6. The ID of the primary L-823 field attached connectors must match the cable OD to provide a watertight cable entrance. The entrance must be encapsulated in heat shrinkable tubing with continuous factory applied internal adhesive,as shown in Figure E-9. 7. L-823 type 11,two-conductor secondary connector must be class "A" (factory molded). 8. There must be no splices in the secondary cable(s) within the stems of a runway/taxiway edge/threshold lighting fixtures and the wireways leading to taxiway signs and PAPI/REIL equipment. Item L-125 Installation of Airport Lighting Systems TS L-125-7 2019 AC 150/5370-1OH 9. Electrical insulating grease must be applied within the L-823,secondary,two conductor connectors to prevent water entrance. The connectors must not be taped. 10. DEB isolation transformers must be buried at a depth of 10 inches(254 mm) on a line crossing the light and perpendicular to the runway/taxiway centerline at a location 12 inches(305 mm)from the light opposite from the runway/taxiway. 11. DEB primary connectors must be buried at a depth of 10 inches (254 mm) near the isolation transformer. They must be orientated parallel with the runway/taxiway centerline. There must be no bends in the primary cable 6 inches (152 mm), minimum, from the entrance into the field- attached primary connection. 12. A slack of 3 ft. (0.9 m), minimum, must be provided in the primary cable at each transformer/connector termination. At stake-mounted lights, the slack must be loosely coiled immediately below the isolation transformer. 13. Direction of primary cables must be identified by color coding as follows when facing light with back facing pavement: cable to the left is coded red and cable to the right is coded blue,this applies to the stake-mounted lights and base-mounted lights where the base has only one entrance. 14. L-867 bases must be size B, 24" (6 10 mm) deep Class 1 unless otherwise noted. 15. Base-mounted frangible couplings must not have weep holes to the outside. Plugged holes are not acceptable. The coupling must have a 1/4" (6 mm) diameter minimum or equivalent opening for drainage from the space around the secondary connector into the L-867 base. 16. The elevation of the frangible coupling groove must not exceed 1-1/2" (38 mm) above the edge of the cover for base-mounted couplings or the top of the stake for stake-mounted couplings. 17. Where the frangible coupling is not an integral part of the light fixture stem or mounting leg,a bead of silicone rubber seal must be applied completely around the light stem or wireway at the frangible coupling to provide a watertight seal. 18. Tops of the stakes supporting light fixtures must be flush with the surrounding grade. 19. Plastic lighting fixture components, such as lamp heads, stems, frangible couplings, base covers, brackets, stakes, are not acceptable. L-867 plastic transformer housings are acceptable. A metal threaded fitting must be set in flange during casting process. Base cover bolts must be fabricated from 18-8 stainless steel. 20. The tolerance for the height of runway/taxiway edge lights must be ±1 inch (25 mm). For stake- mounted lights,the specified lighting fixture height must be measured between the top of the stake and the top of the lens. For base-mounted lights, the specified lighting fixture height must be measured between the top of the base flange and the top of the lens, and includes the base cover, the frangible coupling,the stem,the lamp housing and the lens. 21. The tolerance for the lateral spacing (light lane to runway/taxiway centerline) of runway/taxiway edge lights must be±1 inch(25.4 mm). This also applies at intersections to lateral spacing between lights of a runway/taxiway and the intersecting runway/taxiway. 22. L-867 bases may be precast. Entrances into L-867 bases must be plugged from the inside with duct seal. 23. Galvanized/painted equipment/component surfaces must not be damaged by drilling, filing, etc. — this includes drain holes in metal transformer housings. 24. Edge light numbering tags must be facing the pavement. Item L-125 Installation of Airport Lighting Systems TS L-125-8 2019 AC 150/5370-1OH 25. Cable/splice/duct markers must be pre-cast concrete of the size shown. Letters/numbers/arrows for the legend to be impressed into the tops of the markers must be pre-assembled and secured in the mold before the concrete is poured. Legends inscribed by hand in wet concrete are not acceptable. 26. All underground cable runs must be identified by cable markers at 200 ft(61 m)maximum spacing with an additional marker at each change of direction of the cable run. Cable markers must be installed above the cable. 27. Locations of all DEB underground cable splice/connections,except those at isolation transformers, must be identified by splice markers. Splice markers must be placed above the splice/connections. 28. The cable and splice markers must identify the circuits to which the cables belong. For example: RWY 4-22, PAPI-4, PAPI-22. 29. Locations of ends of all underground ducts must be identified by duct markers. 30. The preferred mounting method of runway and taxiway signs is by the use of single row of legs. However,two rows will be acceptable. 31. Reference Figure E-13 and Figure E-14 for an example of a lighted sign installation. a. Power to the sign must be provided through breakaway cable connectors installed within the frangible point portion of the sign's mounting legs. b. There must be no above ground electrical connection between signs in a sign array. 32. Stencil horizontal and vertical aiming angles on each REIL flash head or equipment enclosure. The numerals must be black and one inch(25 min)minimum height. 33. Stencil vertical aiming angles on the outside of each PAPI lamp housing. The numerals must be black and one inch(25 min)minimum height. 34. All power and control cables in man/hand holes must be tagged.Use embossed stainless steel strips or tags attached at both ends to the cable by the use of UV resistant plastic straps. A minimum of two tags must be provided on each cable in a man/hand hole -one at the cable entrance, and one at the cable exit. 35. Apply a corrosion inhibiting, anti-seize compound to all screws, nuts and frangible coupling threads. If coated bolts are used per EB 483, do not apply anti-seize compound. 36. There must be no splices between the isolation transformers. L-823 connectors are allowed at transformer connections only,unless shown otherwise. 37. DEB splices in home runs must be of the cast type,unless shown otherwise. 38. Where a parallel, constant voltage PAPI system is provided, the "T" splices must be of the cast type. 39. Concrete used for slabs,footing,backfill around transformer housings,markers,etc.,must be 3000 PSI,min., air-entrained. E.1.4 Equipment Grounding 1. Ground all non-current-carrying metal parts of electrical equipment by using conductors sized and routed per NEC Handbook,Article 250. 2. All ground connections to ground rods, busses, panels, etc., must be made with pressure type solderless lugs and ground clamps. Soldered or bolt and washer type connections are not acceptable. Clean all metal surfaces before making ground connections. Exothermic welds are the preferred method of connection to a ground rod Item L-125 Installation of Airport Lighting Systems TS L-125-9 2019 AC 150/5370-1OH 3. Tops of ground rods must be 6 inches (152 mm)below grade. 4. The resistance to ground of the vault grounding system with the commercial power line neutral disconnected must not exceed 10 ohms. 5. The resistance to ground of the counterpoise system,or at isolation locations,such as airport beacon must not exceed 10 ohms. 125-3.2 Testing. The Contractor shall furnish all necessary equipment and appliances for testing the airport electrical systems and underground cable circuits before and after installation.The Contractor shall perform all tests in the presence of the RPR. The Contractor shall demonstrate the electrical characteristics to the satisfaction of the RPR. All costs for testing are incidental to the respective item being tested. 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 RPR for approval. Earth resistance testing results shall be recorded on an approved form and testing shall be performed in the presence of the RPR. 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 RPR 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(1,000V 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. After installation,the Contractor shall test and demonstrate to the satisfaction of the RPR the following: a. That all affected lighting power and control circuits (existing and new) are continuous and free from short circuits. b. That all affected circuits (existing and new) are free from unspecified grounds. c. That the insulation resistance to ground of all new non-grounded series circuits or cable segments is not less than 50 megohms. d. That the insulation resistance to ground of all non-grounded conductors of new multiple circuits or circuit segments is not less than 50 megohms. e. That all affected circuits (existing and new) are properly connected in accordance with applicable wiring diagrams. f. That all affected circuits (existing and new) are operable. All circuits shall be fully tested by continuous operation for not less than 24 hours as a completed system prior to acceptance. The test shall include operating the constant current regulator in each step not less than 10 times at the beginning and end of the 24-hour test. The fixtures shall illuminate properly during each portion of the test. g. That the impedance to ground of each ground rod does not exceed 25 ohms prior to establishing connections to other ground electrodes. The fall-of-potential ground impedance test shall be used, as described by ANSUIEEE Standard 81,to verify this requirement. Two copies of tabulated results of all cable tests performed shall be supplied by the Contractor to the RPR. Where connecting new cable to existing cable,ground resistance tests shall be performed on the new cable prior to connection to the existing circuit Item L-125 Installation of Airport Lighting Systems TS L-125-10 2019 AC 150/5370-1OH There are no approved "repair" procedures for items that have failed testing other than complete replacement. 125-3.3 Shipping and Storage.Equipment shall be shipped in suitable packing material to prevent damage during shipping. Store and maintain equipment and materials in areas protected from weather and physical damage. Any equipment and materials, in the opinion of the RPR, damaged during construction or storage shall be replaced by the Contractor at no additional cost to the owner. Painted or galvanized surfaces that are damaged shall be repaired in accordance with the manufacturer's recommendations. 125-3.4 Placing lights, signs and approach lighting aids. Water, debris, and other foreign substances shall be removed prior to installing fixture base and light. A jig or holding device shall be used when installing each light fixture to ensure positioning to the proper elevation,alignment,level control,and azimuth control.Light fixtures shall be oriented with the light beams parallel to the runway or taxiway centerline,unless otherwise required,and facing in the required direction. Light bases in pavement shall be installed such that the light base is level and the top of the base plate or light unit is even with the downhill slope of the pavement. Surplus sealant or flexible embedding material shall be removed. Sealant which leaks into the light base shall be removed before it sets.The holding device shall remain in place until sealant has reached its initial set. The airport lights, signs or approach lighting aids shall be installed at the approximate location indicated in the Contract Drawings. The exact location shall be as directed by the RPR. The lights, signs or shall be installed in accordance with the Contract Drawings and the manufacturer's recommendations. Contractor shall attach a light unit identification tag to each light unit,sign,wind cone,navigational system and other fixture connected to the circuit where indicated on the Contract Drawings. ID tags shall be securely attached with a set screw or non-corrosive wire band. The light unit ID tags shall be sequentially numbered and attached to the fixtures in the order in which the lights are connected to the circuit. Light unit identification tags shall be considered necessary and incidental to the work of this item and the costs shall be included in the associated pay items of work involved. Contractor's surveyor shall be on-site during installation of approach lighting aids to verify elevations, alignment and sighting angles of approach lighting aids prior to energizing the equipment. Any deviations shall be corrected by the Contractor and verified by the surveyor before the equipment is put to service. Contractor shall have experience installing approach lighting aids,or the manufacturer's representative shall be onsite during installation. Experience shall be documented by the Contractor by providing the RPR with a list of three previous installations of the equipment being installed. Tolerances for Precision Approach Path Indicators (PAPI) systems shall be as follows: A. The lateral distance between light units shall be +/- 1 foot of the distance specified, as measured from center of light unit to center of light unit. B. The beam centers of all light units must be within 0.08 foot of the elevation specified. C. The front face of each light unit in a bar must be located within 6 inches of a line perpendicular to the runway centerline at the location specified. 125-3.5 Excavation. All excavation shall be considered unclassified excavation. Unclassified excavation shall consist of the excavation of all material, regardless of its nature and the disposal of all such material as directed by the RPR. A. The Contractor shall do all excavation for airport lights,signs and navigational system installations to the lines and grades or elevations shown on the Contract Drawings or as directed by the RPR. The excavation shall be of sufficient size to permit the placing of the airport lights, signs or navigational system. Item L-125 Installation of Airport Lighting Systems TS L-125-11 2019 AC 150/5370-1OH B. Boulders,logs or any other objectionable material encountered in excavation shall be removed.All rock or other hard foundation material shall be cleaned of all loose material and cut to a firm surface either level, stepped or serrated,as directed by the RPR.All seams or crevices shall be cleaned out and grouted. All loose and disintegrated rock and thin strata shall be removed.When concrete is to rest on a surface other than rock, special care shall be taken not to disturb the bottom of the excavation and excavation to final grade shall not be made until just before the concrete or reinforcing is to be placed. C. The Contractor shall do all bracing, sheeting or shoring necessary to implement and protect the excavation and the structure as required for safety or conformance to governing laws. The cost of bracing, sheeting or shoring shall be included in the unit price bid for the structure. All trench bracing, sheeting and shoring shall be in accordance with the Sheeting and Bracing section of the General Provisions. D. Unless otherwise provided,bracing, sheeting and shoring involved in the construction of this item shall be removed by the Contractor after the completion of the structure. Removal shall be effected in a manner which will not disturb or mar finished masonry. The cost of removal shall be included in the unit bid for that item. 125-3.6 Backfilling.Backfilling around structures shall not be commenced until directed by the RPR.Prior to backfilling, all conduits and openings shall be sealed water tight. Backfill shall be placed evenly and simultaneously on all sides of structures in 6-inch lifts. All structures shall be backfilled to the lines and grades shown on the Contract Drawings, or as required for proper operation of the airport lights, signs or navigation system and as directed by the RPR. Contractor shall use previously excavated material if it is suitable for backfill, or if additional material is required for backfill,the Contractor shall provide suitable backfill. All materials used for backfill shall be approved in advance by the RPR. No direct payment will be made for backfill material or its placement. 125-3.7 Removal of lights, signs and approach lighting aids. Where existing lights, signs and approach lighting aids are to be removed in the same location as proposed fixtures,the Contractor shall consider such removal as an incidental part of construction and include the costs thereof in the various pay items of work involved. Where existing lights, signs and approach lighting aids are to be removed at locations where a new fixture is not being placed,removal shall be paid for separately.The cost of such removal shall include excavation, removal of fixture and foundation, backfilling, disposal of existing fixture, and restoration. Lights, signs and approach lighting aids shall be removed from the locations shown on the Contract Drawings,unless otherwise directed by the RPR. 125-3.8 Restoration. After the backfill is completed,the Contractor shall dispose of all surplus material, dirt and rubbish from the site. Suitable material may be deposited in embankment or shoulders areas. Unsuitable material shall be disposed of off airport property or as ordered by the RPR. Areas disturbed by the Contractor's operation shall be restored to their original condition. Restoration of surfaces shall be performed in accordance with the details of the Contract Drawings. Where airport lights, signs or approach lighting aids are installed or removed outside of the general grading limits, or in areas that would not otherwise be disturbed, restoration shall be considered necessary and incidental to the work of this item and the costs shall be included in the associated pay items for airport lights, signs or approach lighting aids installed or removed. Where airport lights, signs or approach lighting aids are installed or removed within the general grading limits, restoration of the area will not be necessary as payment for establishment of turf or pavement will be included in the various pay items of work involved. The Contractor shall be responsible for maintaining all disturbed surfaces and restorations until final acceptance. Item L-125 Installation of Airport Lighting Systems TS L-125-12 2019 AC 150/5370-1OH 125-3.9 Installation of cables and conduits. Excavation for trenches, backfilling, furnishing and installation of cables and conduits shall be performed in accordance with Items L-108, Underground Cable for Airports and L-110,Airport Underground Electrical Duct Banks and Conduits. 125-3.10 Installation of retroreflective markers.Not Required. 125-3.11 Spoil material. The owner reserves the right to salvage any electrical equipment scheduled to be removed. The owner may elect to salvage the following equipment: edge light assemblies (light unit, conduit post, transformer), threshold light assemblies (light unit, conduit post, transformer), obstruction light assemblies (light unit,conduit post,transformer),guidance sign assemblies(sign,legs,floor flanges), cable electrical power and control equipment. Contractor shall separate useable equipment from unusable equipment.The equipment to be salvaged shall be stockpiled at a location designated by the owner in proper working condition. All other materials shall be spoiled off airport property at a proper disposal site. 125-3.12 Brightness adjustments for internally lighted guidance signs. Upon completion of the sign installation, the contractor shall make necessary brightness adjustment for each sign unit. The contractor shall make the required adjustments in accordance with the manufacturer's printed instructions. 125-3.13 Aiming, flight check and notification for approach lighting aids. Prior to placing any new or relocated approach lighting aids into service (PAPI, REIL, MALS/MALSF, ODAL), the following steps shall be performed: A. The RPR will submit data forms to the FAA prior to construction.A flight check will be scheduled after completion of installation. The RPR or Owner will be responsible for scheduling the flight inspection. The FAA flight inspection office is located in Oklahoma City. The telephone number is: 405-954-5698/5878/7937/5930. B. The Contractor shall verify that the installation and aiming procedures specified by the manufacturer and the FAA have been followed and are correct. The permanent aiming points must be installed as per manufacturer's recommendations. C. The Contractor shall verify that the approach lighting aid is operating properly and notify the Owner in writing that the system is complete and ready for FAA flight inspection. The system should be de-energized until a successful flight inspection has been performed by the FAA. D. The RPR or Owner will schedule a flight inspection. The average timeframe for flight inspection completion is 4 weeks and there is currently no charge for flight inspections. E. Upon completion of the flight check,the FAA will inform the Owner if the system passes or fails. The Contractor is required to be present during the FAA's flight check. It is the Contractors responsibility to correct any deficiencies found during the flight check. If deficiencies can be corrected immediately and prior to the flight check plane leaving the area, then another attempt may be made at a flight check. Should deficiencies take longer to correct than the time the FAA has allowed for the flight check, a follow-up flight check will be scheduled. In the event a follow- up flight check is required,the procedures described above will be followed upon correction of the deficiencies. The system will not be accepted until it passes a flight check. F. The Contractor shall provide support for the initial FAA flight check required to commission the system. Support shall consist of personnel present at the airport which are capable of adjusting the system per flight check personnel comments,and troubleshooting the system should there be some form of failure during the flight check. Contractor shall also be responsible for providing support for subsequent flight checks required by the FAA to commission the system should it be determined that the reason for failure of the flight check is the fault of the Contractor. There will be no measurement for payment for support for of the initial FAA flight check,nor for subsequent flight checks which are required when the flight check fails due to the fault of the Contractor. The costs associated shall be included in the contract price for each system. Item L-125 Installation of Airport Lighting Systems TS L-125-13 2019 AC 150/5370-1OH In the event the flight check is cancelled due to no fault of the Contractor, a follow-up flight check will be scheduled. Reasons for follow-up flight checks may be due to issues such as last minute FAA scheduling changes, FAA aircraft breakdowns, and adverse weather. The Contractor shall provide support as described above.Flight checks may include more than one system on any given day,and therefore,the costs associated with follow-up flight checks will be measured and paid for separately on a per trip basis regardless of the number of systems included in the flight check. 125-3.14 Survey report.For approach lighting aids(VGSI,PAPI,PLASI,etc.),the Contractor shall furnish to the RPR,two original Survey Reports. These survey reports must contain the northing and easting of the front center of each light unit,the elevation of the foundation of each unit,the elevation of the center of the light beam of each unit,the northing and easting of permanent aiming points,and the elevation of permanent aiming points. The Survey Reports shall be signed and sealed by a Licensed Surveyor licensed in the State in which the project is located, and shall bear the following certification: "The undersigned hereby certifies that this Survey Report shows the accurate as-built location of the approach lighting aids listed." METHOD OF MEASUREMENT 125-4.1 Runway lights will be measured by the number of each type installed as completed units in place, ready for operation,or removed,and accepted by the RPR.Guidance signs will be measured by the number of each type and size installed as completed units, in place, ready for operation, or removed, and accepted by the RPR. Runway End Identifier Lights shall be measured by lump sum for each system installed as a completed unit in place, ready for operation, or removed, and accepted by the RPR. Precision Approach Path Indicator shall be measured by lump sum for each system installed as a completed unit,in place,ready for operation, or removed,and accepted by the RPR. 125-4.2 Spare parts shall be provided as listed in the Contract Drawings. The cost of the spare parts shall not exceed $10,000, not 10%of the total value of the fixtures. Spare parts shall be measured on a Lump Sum basis.A separate itemized equipment vendor invoice(s)shall be submitted to substantiate the cost. No Contractor mark-up is allowed. A signed transfer is required between the Contractor and Airport that all parts were transferred and accounted for. Spare parts shall be stored in the airfield electrical building. BASIS OF PAYMENT 125-5.1 Payment will be made at the Contract unit price for each complete runway light, guidance sign, runway end identification light or precision approach path indicator installed by the Contractor,or removed, and accepted by the RPR. This payment will be full compensation for furnishing all materials and for all preparation,assembly,and installation of these materials,and for all labor,equipment,tools and incidentals necessary to complete this item. 125-5.2 Payment will be made as a lump sum for the spare parts indicated on the Contract Drawings and provided to the Owner. The total bid price shall not exceed $10,000,nor 10%of the cost of the fixtures. Payment will be made under: Item L-125-5.1 Medium Intensity Runway Edge Light, Base Mounted,LED -per each Item L-125-5.2 L-867B Non Load Bearing Light Base,in Pavement-per each Item L-125-5.3 Airfield Guidance Sign, Size 2, 2 Modules -per each Item L-125-5.4 Precision Approach Path Indicator(PAPI) System -per each Item L-125 Installation of Airport Lighting Systems TS L-125-14 2019 AC 150/5370-1OH Item L-125-5.5 Runway End Identifier Light(REIL) System -per each Item L-125-5.6 Removal of Existing Elevated Edge Light Fixture -per each Item L-125-5.7 Removal of Existing Airfield Guidance Sign-per each Item L-125-5.8 Removal of Existing Light Base or Junction Can-per each Item L-125-5.9 Removal of Existing PAPI System -per each Item L-125-5.10 Removal of Existing REIL System -per each Item L-125-5.11 Spare Parts(Not to Exceed$10,000 or 10%Total Cost) -per lump sum Item L-125-5.12 Support for Follow-up FAA Flight Check-per lump sum REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. Advisory Circulars (AC) AC 150/5340-18 Standards for Airport Sign Systems AC 150/5340-26 Maintenance of Airport Visual Aid Facilities AC 150/5340-30 Design and Installation Details for Airport Visual Aids AC 150/5345-7 Specification for L-824 Underground Electrical Cable for Airport Lighting Circuits AC 150/5345-26 Specification for L-823 Plug and Receptacle, Cable Connectors AC 150/5345-28 Precision Approach Path Indicator(PAPI) Systems AC 150/5345-42 Specification for Airport Light Bases, Transformer Housings, Junction Boxes, and Accessories AC 150/5345-44 Specification for Runway and Taxiway Signs AC 150/5345-46 Specification for Runway and Taxiway Light Fixtures AC 150/5345-47 Specification for Series to Series Isolation Transformers for Airport Lighting Systems AC 150/5345-51 Specification for Discharge-Type Flashing Light Equipment AC 150/5345-53 Airport Lighting Equipment Certification Program Engineering Brief(EB) EB No. 67 Light Sources Other than Incandescent and Xenon for Airport and Obstruction Lighting Fixtures END OF ITEM L-125 Item L-125 Installation of Airport Lighting Systems TS L-125-15 2019 AC 150/5370-1OH Item T-901 Seeding DESCRIPTION 901-1.1 This item shall consist of soil preparation, seeding and fertilizing the areas shown on the plans or as directed by the RPR in accordance with these specifications. MATERIALS 901-2.1 Seed. The species and application rates of grass, legume, and cover-crop seed furnished shall be those stipulated herein. Seed shall conform to the requirements of Federal Specification JJJ-S-181, Federal Specification, Seeds,Agricultural. Seed shall be furnished separately or in mixtures in standard containers labeled in conformance with the Agricultural Marketing Service (AMS) Seed Act and applicable state seed laws with the seed name,lot number,net weight,percentages of purity and of germination and hard seed, and percentage of maximum weed seed content clearly marked for each kind of seed. The Contractor shall furnish the RPR duplicate signed copies of a statement by the vendor certifying that each lot of seed has been tested by a recognized laboratory for seed testing within six(6)months of date of delivery. This statement shall include: name and address of laboratory, date of test, lot number for each kind of seed, and the results of tests as to name,percentages of purity and of germination, and percentage of weed content for each kind of seed furnished, and, in case of a mixture,the proportions of each kind of seed.Wet,moldy, or otherwise damaged seed will be rejected. Seeds shall be applied as follows: Seed Properties and Rate of Application Percent Percent Percent By Weight Variety Purity Germination 45 Kentucky Blue Grass 90 80 15 Perennial Rye Grass 95 85 20 Tall Fescue 95 80 20 Fine Fescues' 95 80 ' Fine fescues include creeping red fescue, chewings fescue,hard fescue, and sheep fescue. Alternate seed mixtures will be considered. The Contractor shall provide a statement from the seed supplier that the mixture is correct for the climate and will establish a good growth of grass within a reasonable timeframe. Seeding shall be performed during the period between May 17 and September 25 inclusive (frost free growing season),unless otherwise approved by the RPR. 901-2.2 Lime.Not required. 901-2.3 Fertilizer. Fertilizer shall be standard commercial fertilizers supplied separately or in mixtures containing the percentages of total nitrogen, available phosphoric acid, and water-soluble potash. They shall be applied at the rate and to the depth specified, and shall meet the requirements of applicable state Item T-901 Seeding TS T-901-1 2019 AC 150/5370-1OH laws. They shall be furnished in standard containers with name,weight, and guaranteed analysis of contents clearly marked thereon.No cyanamide compounds or hydrated lime shall be permitted in mixed fertilizers. The fertilizers may be supplied in one of the following forms: a. A dry, free-flowing fertilizer suitable for application by a common fertilizer spreader; b. A finely-ground fertilizer soluble in water, suitable for application by power sprayers; or c. A granular or pellet form suitable for application by blower equipment. Fertilizers shall be commercial fertilizer and shall be spread at the rate of 20 pounds per 1,000 square feet. Fertilizers shall contain the following compounds by weight: Nitrogen 10% Phosphorous 0%' Potash 4% ' Fertilizers which contain up to 0.67%phosphorous are allowed 901-2.4 Soil for repairs. The soil for fill and topsoiling of areas to be repaired shall be at least of equal quality to that which exists in areas adjacent to the area to be repaired. The soil shall be relatively free from large stones, roots, stumps,or other materials that will interfere with subsequent sowing of seed, compacting, and establishing turf, and shall be approved by the RPR before being placed. CONSTRUCTION METHODS 901-3.1 Advance preparation and cleanup. After grading of areas has been completed and before applying fertilizer and ground limestone, areas to be seeded shall be raked or otherwise cleared of stones larger than 1 inches in any diameter, sticks, stumps, and other debris that might interfere with sowing of seed,growth of grasses, or subsequent maintenance of grass-covered areas. If any damage by erosion or other causes has occurred after the completion of grading and before beginning the application of fertilizer and ground limestone,the Contractor shall repair such damage include filling gullies, smoothing irregularities, and repairing other incidental damage. An area to be seeded shall be considered a satisfactory seedbed without additional treatment if it has recently been thoroughly loosened and worked to a depth of not less than 5 inches (125 mm) as a result of grading operations and,if immediately prior to seeding,the top 3 inches (75 mm) of soil is loose, friable, reasonably free from large clods, rocks, large roots, or other undesirable matter,and if shaped to the required grade. When the area to be seeded is sparsely sodded,weedy,barren and unworked, or packed and hard, any grass and weeds shall first be cut or otherwise satisfactorily disposed of, and the soil then scarified or otherwise loosened to a depth not less than 5 inches (125 mm). Clods shall be broken and the top 3 inches (75 mm) of soil shall be worked into a satisfactory seedbed by discing, or by use of cultipackers,rollers, drags,harrows, or other appropriate means. 901-3.2 Dry application method. a. Liming.Not required. b.Fertilizing. Following advance preparations and cleanup fertilizer shall be uniformly spread at the rate that will provide not less than the minimum quantity stated in paragraph 901-2.3. Item T-901 Seeding TS T-901-2 2019 AC 150/5370-1OH c. Seeding. Grass seed shall be sown at the rate specified in paragraph 901-2.1 immediately after fertilizing. The fertilizer and seed shall be raked within the depth range stated in the special provisions. Seeds of legumes, either alone or in mixtures, shall be inoculated before mixing or sowing, in accordance with the instructions of the manufacturer of the inoculant.When seeding is required at other than the seasons shown on the plans or in the special provisions, a cover crop shall be sown by the same methods required for grass and legume seeding. d.Rolling.After the seed has been properly covered,the seedbed shall be immediately compacted by means of an approved lawn roller,weighing 40 to 65 pounds per foot(60 to 97 kg per meter)of width for clay soil (or any soil having a tendency to pack), and weighing 150 to 200 pounds per foot(223 to 298 kg per meter) of width for sandy or light soils. 901-3.3 Wet application method. a. General. The Contractor may elect to apply seed and fertilizer(and lime,if required)by spraying them on the previously prepared seedbed in the form of an aqueous mixture and by using the methods and equipment described herein. The rates of application shall be as specified in the special provisions. b. Spraying equipment. The spraying equipment shall have a container or water tank equipped with a liquid level gauge calibrated to read in increments not larger than 50 gallons (190 liters) over the entire range of the tank capacity,mounted so as to be visible to the nozzle operator. The container or tank shall also be equipped with a mechanical power-driven agitator capable of keeping all the solids in the mixture in complete suspension at all times until used. The unit shall also be equipped with a pressure pump capable of delivering 100 gallons (380 liters) per minute at a pressure of 100 lb/sq inches (690 kPa). The pump shall be mounted in a line that will recirculate the mixture through the tank whenever it is not being sprayed from the nozzle. All pump passages and pipe lines shall be capable of providing clearance for 5/8 inch(16 mm) solids. The power unit for the pump and agitator shall have controls mounted so as to be accessible to the nozzle operator. There shall be an indicating pressure gauge connected and mounted immediately at the back of the nozzle. The nozzle pipe shall be mounted on an elevated supporting stand in such a manner that it can be rotated through 360 degrees horizontally and inclined vertically from at least 20 degrees below to at least 60 degrees above the horizontal. There shall be a quick-acting,three-way control valve connecting the recirculating line to the nozzle pipe and mounted so that the nozzle operator can control and regulate the amount of flow of mixture delivered to the nozzle. At least three different types of nozzles shall be supplied so that mixtures may be properly sprayed over distance varying from 20 to 100 feet(6 to 30 m). One shall be a close-range ribbon nozzle, one a medium-range ribbon nozzle,and one a long-range jet nozzle. For case of removal and cleaning, all nozzles shall be connected to the nozzle pipe by means of quick-release couplings. In order to reach areas inaccessible to the regular equipment, an extension hose at least 50 feet(15 m) in length shall be provided to which the nozzles may be connected. c. Mixtures. Lime, if required, shall be applied separately, in the quantity specified,prior to the fertilizing and seeding operations.Not more than 220 pounds (100 kg) of lime shall be added to and mixed with each 100 gallons (380 liters)of water. Seed and fertilizer shall be mixed together in the relative proportions specified,but not more than a total of 220 pounds (100 kg) of these combined solids shall be added to and mixed with each 100 gallons (380 liters) of water. All water used shall be obtained from fresh water sources and shall be free from injurious chemicals and other toxic substances harmful to plant life. The Contractor shall identify to the RPR all sources of water at least two (2)weeks prior to use. The RPR may take samples of the water at the source or from Item T-901 Seeding TS T-901-3 2019 AC 150/5370-1OH the tank at any time and have a laboratory test the samples for chemical and saline content. The Contractor shall not use any water from any source that is disapproved by the RPR following such tests. All mixtures shall be constantly agitated from the time they are mixed until they are finally applied to the seedbed. All such mixtures shall be used within two (2)hours from the time they were mixed or they shall be wasted and disposed of at approved locations. d. Spraying. Lime,if required, shall be sprayed only upon previously prepared seedbeds. After the applied lime mixture has dried,the lime shall be worked into the top 3 inches (75 mm), after which the seedbed shall again be properly graded and dressed to a smooth finish. Mixtures of seed and fertilizer shall only be sprayed upon previously prepared seedbeds on which the lime,if required, shall already have been worked in. The mixtures shall be applied by means of a high- pressure spray that shall always be directed upward into the air so that the mixtures will fall to the ground like rain in a uniform spray.Nozzles or sprays shall never be directed toward the ground in such a manner as might produce erosion or runoff. Particular care shall be exercised to ensure that the application is made uniformly and at the prescribed rate and to guard against misses and overlapped areas. Proper predetermined quantities of the mixture in accordance with specifications shall be used to cover specified sections of known area. Checks on the rate and uniformity of application may be made by observing the degree of wetting of the ground or by distributing test sheets of paper or pans over the area at intervals and observing the quantity of material deposited thereon. On surfaces that are to be mulched as indicated by the plans or designated by the RPR, seed and fertilizer applied by the spray method need not be raked into the soil or rolled. However, on surfaces on which mulch is not to be used,the raking and rolling operations will be required after the soil has dried. 901-3.4 Maintenance of seeded areas. The Contractor shall protect seeded areas against traffic or other use by warning signs or barricades, as approved by the RPR. Surfaces gullied or otherwise damaged following seeding shall be repaired by regrading and reseeding as directed. The Contractor shall mow, water as directed, and otherwise maintain seeded areas in a satisfactory condition until final inspection and acceptance of the work. When either the dry or wet application method outlined above is used for work done out of season, it will be required that the Contractor establish a good stand of grass of uniform color and density to the satisfaction of the RPR. A grass stand shall be considered adequate when bare spots are one square foot (0.01 sq m) or less, randomly dispersed, and do not exceed 3%of the area seeded. METHOD OF MEASUREMENT 901-4.1 No measurement will be made for direct payment of seeding as the cost of furnishing and placing seed shall be considered a subsidiary obligation in completing the various items involved. BASIS OF PAYMENT 901-5.1 No payment will be made separately or directly for this item on any part of the work unless otherwise listed in the various payment items. All seeding will be considered a necessary and incidental part of the work and its cost shall be considered by the Contractor and included in the contract price for the pay items of work involved. Item T-901 Seeding TS T-901-4 2019 AC 150/5370-1OH REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. ASTM International(ASTM) ASTM C602 Standard Specification for Agricultural Liming Materials Federal Specifications (FED SPEC) FED SPEC JJJ-S-181, Federal Specification, Seeds,Agricultural Advisory Circulars (AC) AC 150/5200-33 Hazardous Wildlife Attractants on or Near Airports FAA/United States Department of Agriculture Wildlife Hazard Management at Airports,A Manual for Airport Personnel END OF ITEM T-901 Item T-901 Seeding TS T-901-5 2019 AC 150/5370-1OH Item T-905 Topsoil DESCRIPTION 905-1.1 This item shall consist of preparing the ground surface for topsoil application, removing topsoil from designated stockpiles or areas to be stripped on the site or from approved sources off the site, and placing and spreading the topsoil on prepared areas in accordance with this specification at the locations shown on the plans or as directed by the RPR. MATERIALS 905-2.1 Topsoil. Topsoil shall be the surface layer of soil with no admixture of refuse or any material toxic to plant growth, and it shall be reasonably free from subsoil and stumps, roots,brush, stones (2 inches (50 mm) or more in diameter),and clay lumps or similar objects. Topsoil shall be screened prior to placement. Brush and other vegetation that will not be incorporated with the soil during handling operations shall be cut and removed. Ordinary sod and herbaceous growth such as grass and weeds are not to be removed,but shall be thoroughly broken up and intermixed with the soil during handling operations. Heavy sod or other cover, which cannot be incorporated into the topsoil by discing or other means, shall be removed. The topsoil or soil mixture,unless otherwise specified or approved, shall have a pH range of approximately 5.5 pH to 7.6 pH, when tested in accordance with the methods of testing of the Association of Official Agricultural Chemists in effect on the date of invitation of bids. The organic content shall be not less than 3%nor more than 20%as determined by the loss on ignition or dry combustion method in accordance with ASTM D2974. There shall be not less than 20%nor more than 80%of the material passing the 200 mesh (75 µm) sieve as determined by the wash test in accordance with ASTM C117. Natural topsoil may be amended by the Contractor with approved materials and methods to meet the above specifications. 905-2.2 Inspection and tests.Within 10 days following acceptance of the bid,the RPR shall be notified of the source of topsoil to be furnished by the Contractor. The topsoil shall be inspected to determine if the selected soil meets the requirements specified and to determine the depth to which stripping will be permitted. At this time, the Contractor may be required to take representative soil samples from several locations within the area under consideration and to the proposed stripping depths, for testing purposes as specified in paragraph 905-2.1. CONSTRUCTION METHODS 905-3.1 General. Areas to be topsoiled shall be shown on the plans. If topsoil is available on the site,the location of the stockpiles or areas to be stripped of topsoil and the stripping depths shall be shown on the plans. Suitable equipment necessary for proper preparation and treatment of the ground surface, stripping of topsoil, and for the handling and placing of all required materials shall be on hand, in good condition, and approved by the RPR before the various operations are started. 905-3.2 Preparing the ground surface. Immediately prior to dumping and spreading the topsoil on any area,the surface shall be loosened by discs or spike-tooth harrows,or by other means approved by the RPR, to a minimum depth of 2 inches (50 mm)to facilitate bonding of the topsoil to the covered subgrade soil. Item T-905 Topsoil TS T-905-1 2019 AC 150/5370-1OH The surface of the area to be topsoiled shall be cleared of all stones larger than 2 inches (50 mm) in any diameter and all litter or other material which may be detrimental to proper bonding, the rise of capillary moisture,or the proper growth of the desired planting. Limited areas, as shown on the plans,which are too compact to respond to these operations shall receive special scarification. Grades on the area to be topsoiled, which have been established by others as shown on the plans, shall be maintained in a true and even condition.Where grades have not been established,the areas shall be smooth- graded and the surface left at the prescribed grades in an even and compacted condition to prevent the formation of low places or pockets where water will stand. 905-3.3 Obtaining topsoil. Prior to the stripping of topsoil from designated areas, any vegetation, briars, stumps and large roots, rubbish or stones found on such areas, which may interfere with subsequent operations, shall be removed using methods approved by the RPR.Heavy sod or other cover,which cannot be incorporated into the topsoil by discing or other means shall be removed. When suitable topsoil is available on the site,the Contractor shall remove this material from the designated areas and to the depth as directed by the RPR.The topsoil shall be spread on areas already tilled and smooth- graded, or stockpiled in areas approved by the RPR. Any topsoil stockpiled by the Contractor shall be rehandled and placed without additional compensation. Any topsoil stockpiled by the Contractor and any topsoil that has been stockpiled on the site by others that is required for topsoil purposes, shall be removed from the stockpile and placed by the Contractor.The sites of all stockpiles and areas adjacent thereto which have been disturbed by the Contractor shall be graded if required and put into a condition acceptable for seeding. When suitable topsoil is secured off the airport site,the Contractor shall locate and obtain the supply,subject to the approval of the RPR. The Contractor shall notify the RPR sufficiently in advance of operations in order that necessary measurements and tests can be made. The Contractor shall remove the topsoil from approved areas and to the depth as directed. The topsoil shall be hauled to the site of the work and placed for spreading, or spread as required. Any topsoil hauled to the site of the work and stockpiled shall be rehandled and placed without additional compensation. 905-3.4 Placing topsoil. The topsoil shall be evenly spread on the prepared areas to a uniform depth as shown on the plans after compaction, unless otherwise shown on the plans or stated in the special provisions. Spreading shall not be done when the ground or topsoil is frozen,excessively wet,or otherwise in a condition detrimental to the work. Spreading shall be carried on so that turfing operations can proceed with a minimum of soil preparation or tilling. After spreading,any large,stiff clods and hard lumps shall be broken with a pulverizer or by other effective means, and all stones or rocks (2 inches (50 mm) or more in diameter), roots, litter, or any foreign matter shall be raked up and disposed of by the Contractor. after spreading is completed, the topsoil shall be satisfactorily compacted by rolling with a cultipacker or by other means approved by the RPR. The compacted topsoil surface shall conform to the required lines, grades, and cross-sections. Any topsoil or other dirt falling upon pavements as a result of hauling or handling of topsoil shall be promptly removed. METHOD OF MEASUREMENT 905-4.1 No measurement will be made for direct payment oftopsoiling as the cost of furnishing and placing topsoil shall be considered a subsidiary obligation in completing the various items involved. Item T-905 Topsoil TS T-905-2 2019 AC 150/5370-1OH BASIS OF PAYMENT 905-5.1 No payment will be made separately or directly for this item on any part of the work unless otherwise listed in the various payment items. All topsoiling will be considered a necessary and incidental part of the work and its cost shall be considered by the Contractor and included in the contract price for the pay items of work involved. REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. ASTM International(ASTM) ASTM C117 Materials Finer than 75 µm (No. 200) Sieve in Mineral Aggregates by Washing Advisory Circulars (AC) AC 150/5200-33 Hazardous Wildlife Attractants on or Near Airports FAA/United States Department of Agriculture Wildlife Hazard Management at Airports,A Manual for Airport Personnel END OF ITEM T-905 Item T-905 Topsoil TS T-905-3 2019 AC 150/5370-1OH Item T-908 Mulching DESCRIPTION 908-1.1 This item shall consist of furnishing,hauling,placing, and securing mulch on surfaces indicated on the plans or designated by the RPR. Hydro-seeding and related operations, including liming and fertilizing, shall be performed in all areas outside the limits of the pavement where existing growth has been covered or removed or disturbed by stripping,grading, ditching or other construction operations as shown on the Plans or as directed by the Engineer in accordance with these Specifications. MATERIALS 908-2.1 Mulch material. Mulching shall be wood fiber processed so that the fibers will remain in uniform suspension in water under agitation and will blend with grass seed, fertilizer and other additives to form a homogenous slurry. It shall have the characteristics which,upon hydraulic application, shall form a blotter-like ground coating with moisture absorption and percolation properties and the ability to cover and hold grass seed in intimate contact with the soil. Wood fiber shall contain no growth or germination inhibiting factors, and shall be dyed green.Wood fibers shall be supplied in the manufacturer's standard containers weighing not over 100 pounds each, with the name of the material,net weight of contents,the manufacturer's name and the air dry weight of fiber(equivalent to 10%moisture)appearing on each container. Mulching shall have the following properties: 1. Percent Moisture Content: 10% 2. Percent Organic Matter(Wood Fiber): 99.2% 3. Percent Ash Content: 0.8% 4. pH: 4.8 5. Water Holding Capacity: 2.2 lbs. water(min.)/0.22 lbs. fiber 908-2.2 Inspection. The RPR shall be notified of sources and quantities of mulch materials available and the Contractor shall furnish him with representative samples of the materials to be used 30 days before delivery to the project. These samples may be used as standards with the approval of the RPR and any materials brought on the site that do not meet these standards shall be rejected. CONSTRUCTION METHODS 908-3.1 Mulching. Before spreading mulch, all large clods, stumps, stones, brush, roots, and other foreign material shall be removed from the area to be mulched. Mulch shall be applied immediately after seeding. The spreading of the mulch shall be by mechanical wet applied methods,provided a uniform covering is obtained. Item T-908 Mulching TS T-908-1 2019 AC 150/5370-1OH Mulch material shall be furnished,hauled, and evenly applied on the area shown on the plans or designated by the RPR. Organic material shall be spread at the rate directed by the manufacturer and approved by the RPR. 908-3.2 Application Method. Particular care shall be exercised to insure that the application is made uniformly and at the prescribed rate and to guard against misses and overlapped areas. Proper predetermined quantities of the mixture in accordance with specifications shall be used to cover specified sections of known area. Checks on the rate and uniformity of application may be made by observing the degree of wetting of the ground or by distributing test sheets of paper or pans over the area at intervals and observing the quantity of material deposited thereon. 908-3.3 Care and repair. a. The Contractor shall care for the mulched areas until final acceptance of the project. Care shall consist of providing protection against traffic or other use by placing warning signs, as approved by the RPR, and erecting any barricades that may be shown on the plans before or immediately after mulching has been completed on the designated areas. b.The Contractor shall be required to repair or replace any mulch that is defective or becomes damaged until the project is finally accepted.When, in the judgment of the RPR, such defects or damages are the result of poor workmanship or failure to meet the requirements of the specifications,the cost of the necessary repairs or replacement shall be borne by the Contractor. METHOD OF MEASUREMENT 908-4.1 No measurement will be made for direct payment of mulching as the cost of furnishing and placing mulch shall be considered a subsidiary obligation in completing the various items involved. BASIS OF PAYMENT 908-5.1 No payment will be made separately or directly for this item on any part of the work unless otherwise listed in the various payment items. All mulching will be considered a necessary and incidental part of the work and its cost shall be considered by the Contractor and included in the contract price for the pay items of work involved. REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. Advisory Circulars (AC) AC 150/5200-33 Hazardous Wildlife Attractants on or Near Airports FAA/United States Department of Agriculture Wildlife Hazard Management at Airports,A Manual for Airport Personnel END OF ITEM T-908 Item T-908 Mulching TS T-908-2