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HomeMy WebLinkAboutElizabeth Field - Obstruction Removal & Lighting11 rcas CONTRACT DOCUMENTS FOR OBSTRUCTION REMOVAL AND LIGHTING AT ELIZABETH FIELD AIRPORT TOWN OF SOU'rHOLD FISHERS ISLAND, NEW YORK APRIL, 1990 Calocerinos & Spina Engineers, P.C. 1020 Seventh North Street. Liverpool, NY 13088 CONTRACT DOCUMENTS FOR OBSTRUCTION REMOVAL AND LIGHTING ►: ELIZABETH FIELD AIRPORT TOWN OF SOUTHOLD FISHERS ISLAND, NEW YORK FEDERAL AVIATION ADMINISTRATION AIRPORT IMPROVEMENT PROGRAM PROJECT NO. 3-36-0029-03-90 NEW YORK STATE DEPARTMENT OF TRANSPORTATION PROJECT NO. 0913.03 t.1" rStele J �4( .0 � � }+ 1 • Z .L 1 H r Calocerinos & Spi —E- sneers, P.C. 1020 Seven No h'Street 14 Liverpool, eW orW 13Q88 Emanu . C ocerinos, P.E. January, 1989 TABLE OF CONTENTS ADVERTISEMENT GENERAL PROVISIONS Section 10 - Definition of Terms Section 20 - Proposal Requirements and Conditions 20-01 - Notice to Contractors 20-02 - Prequalification of Bidders 20-03 - Contents of Proposal Form 20-04 - Issuance of Proposal Forms 20-05 - Interpretation of Estimated Proposal 30-06 Quantities 20-06 - Examination of Plans, Specifications and Site 20-07 - Preparation of Proposal 20-08 - Irregular Proposals 20-09 - Proposal Guarantee 20-10 - Delivery of Proposal 20-11 - Withdrawal of Proposals 20-12 - Public Opening of Proposals 20-13 - Disqualification of Bidders 20-14 - Material Guarantee 20-15 - Requirements for Corporation, Firm, Partnership or Individual from Different States 20-16 - Public Liability Insurance for Construction Contract 20-17 - Addenda and Interpretation 20-18 - Sales Tax Exemption 20-19 - State Provisions 20-20 - General Municipal Law and State Finance Law 20-21 - Equal Employment Opportunity Requirements 20-22 - State and Federal Participation 20-23 - Wage Rates 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 30-09 - Commencement and Completion 30-10 - Power of Attorney 30-11 - Contract Drawings Furnished to Contractors TABLE OF CONTENTS (Continued) "C AGREEMENT GENERAL PROVISIONS 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 50-07 In the Work 40-08 - Final Cleaning Up 40-09 - Debris 40-10 - Subsurface Conditions Section 50 - Control of Work 50-01 - Authority of the Engineer 50-02 - Conformity with Plans and Specifications 50-03 - Coordination of Contract, Plans and Specifications 50-04 - Cooperation of Contractor 50-05 - Cooperation Between Contractors 50-06 - Construction Layout and Stakes 50-07 - Automatically Controlled Equipment 50-08 - Authority and Duty of Inspectors 50-09 - Inspection of the Work 50-10 - Removal of Unacceptable and Unauthorized Work 50-11 - Load Restrictions 50-12 - Maintenance During Construction 50-13 - Failure to Maintain the Work 50-14 - Partial Acceptance 50-15 - Final Acceptance 50-16 - Claims for Adjustment and Disputes 50-17 - Shop and Setting Drawings 50-18 - Electrical Shop Drawings 50-19 - Shop Drawing Approval Procedure 50-20 - Removal of Water 50-21 - Sheeting and Bracing TABLE OF CONTENTS (Continued) GENERAL PROVISIONS (Continued) Section 60 - Control of Materials 60-01 - Source of Supply and Quality Requirements 60-02 - Samples, Tests and Cited Specifications 60-03 - Certification of Compliance 60-04 - Plant Inspection 60-05 - Field Office 60-06 - Storage of Materials 60-07 - Unacceptable Materials 60-08 - Owner -Furnished Materials Section 70 - Legal Relations and Responsibility to Public 70-01 - Laws to be Observed 70-02 - Permits, Licenses and Taxes 70-03 - Patented Devices, Materials and Processes 70-04 - Restoration of Surfaces Disturbed by Others 70-05 - Federal Aid Participation 70-06 - Sanitary, Health and Safety Provisions 70-07 - Public Convenience and Safety 70-08 - Barricades, Warning Signs and Hazard Markings 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 - Contractors Responsibility for Work 70-15 - Contractors 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 70-21 - New York State Department of Transportation Requirements 70-22 - AIP Construction Contract Requirements 70-23 - Special Provisions, Notices and Certifications Concerning Non -Segregated Facilities 70-24 - Wage, Labor, EEO Safety, and Disadvantaged Business Enterprise Requirements 70-25 - General Municipal and State Finance Law 70-26 - New York State Participation TABLE OF CONTENTS (Continued) GENERAL PROVISIONS (Continued) Section 80 - Prosecution and Progress 80-01 - Subletting of Contract 80-02 - Notice to Proceed 80-03 - Prosecution and Progress 80-04 - Limitation of Operations 80-05 - Character of Workers, Methods and Equipment 80-06 - Temporary Suspension of the Work 80-07 - Determination and Extension of Contract Time 80-08 - Failure to Complete on Time 80-09 - Default and Termination of Contract 80-10 - Termination for National Emergencies 80-11 - General Airport Operating Requirements 80-12 - Specific Airport Operating Requirements 80-13 - Night Work 80-14 - Occupancy Areas 80-15 - Safety on Airports During Construction Activities Section 90 - Measurement and Pavment 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 and Force Account Work 90-06 - Partial Payments 90-07 - Payment for Materials on Hand 90-08 - Acceptance and Final Payment 90-09 - Guarantee 90-10 - Security for Guarantee 90-11 - Lien Law TABLE OF CONTENTS (Continued) GENERAL PROVISIONS (Continued) Section 80 - Prosecution and Progress 80-01 - Subletting of Contract 80-02 - Notice to Proceed 80-03 - Prosecution and Progress 80-04 - Limitation of Operations 80-05 - Character of Workers, Methods and Equipment 80-06 - Temporary Suspension of the Work 80-07 - Determination and Extension of Contract Time 80-08 - Failure to Complete on Time 80-09 - Default and Termination of Contract 80-10 - Termination for National Emergencies 80-11 - General Airport Operating Requirements 80-12 - Specific Airport Operating Requirements 80-13 - Night Work 80-14 - Occupancy Areas 80-15 - Safety on Airports During Construction Activities 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 and Force Account Work 90-06 - Partial Payments 90-07 - Payment for Materials on Hand 90-08 - Acceptance and Final Payment 90-09 - Guarantee 90-10 - Security for Guarantee 90-11 - Lien Law SPECIAL PROVISIONS FAA Spec No. Description P-151 Clearing and Grubbing P-152 Excavation and Embankment P-612 Field Office P-620 Runway and Taxiway Painting P-640 Demolition T-901 Seeding T-905 Topsoiling T-908 Mulching TABLE OF CONTENTS (Continued) SPECIAL PROVISIONS (Continued) L-108 Installation of Underground Cables for Airports L-110 Installation of Airport Underground Electrical Duct L-125 Installation of Airport Lighting Systems L-128 Maintenance and Protection of Traffic M-100 Mobilization CONTRACT DRAWINGS Sheet No. Title 1 Title Sheet 2 General Plan 3 Obstruction Removal and Lighting Plan 4 Grading Plan and Details 5 Marking Plan and Details ADVERTISEMENT NOTICE TO CONTRACTORS FOR THE CONSTRUCTION OF OBSTRUCTION REMOVAL & LIGHTING AT THE FISHERS ISLAND AIRPORT - ELIZABETH FIELD Sealed bids for the construction of Obstruction Removal & Lighting Contract will be received at the Town Clerk's Office, 53095 Main Road, Southold, New York until 11:00 a.m., local time, May 3, 1990, and there, at said office, at said time, publicly opened and read aloud. This project generally consists of installation of obstruction lighting including light units, cable and associated electrical equipment; removal of specified trees within airport property limits; and removal of terrain in the Runway 25 safety area and primary surface including excavation and disposal, grading and site restoration. The Contract Documents, consisting of the Advertisement, General Provisions, Bid, Agreement, Special Provisions and Contract Drawings, may be obtained only from the Town Clerk's Office, 53095 Main Road, Southold, New York, upon deposit of fifty dollars ($50.00) per set (check only). Any bidder, submitting a sealed bid, upon returning the drawings in good condition within thirty (30) days of the bid date will be refunded the full amount of his deposit. Non -bidders will not be refunded their deposits. Copies of the above-described Contract Documents may be examined at no expense at the Town Clerk's Office, 53095 Main Road, Southold, New York (516/765-1801), at the Office of Calocerinos & Spina Engineers, P.C., 1020 Seventh North Street, Liverpool, New York (315/457-6711), and at the Fishers Island Ferry District Office on Fishers Island (516/788-7463). Each bid must be accompanied by a certified check or bid bond, in the amount of five percent (5%) of the total amount of the bid (including alternates) in the form and subject to the conditions provided in the Notice to Contractors. Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246, as amended). (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 for minority and female participation, expressed in percentage terms for the Contractor's aggregate work force on all construction work in the covered area, are as follows: Goals for Minority Participation for Each Trade 5.8% These goals are applicable construction work (whether Federally -assisted) performed Goals for Female Participation 6.90 to all the Contractor's or not it is Federal or in the covered area. 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 Part 60-4.3(a), and its efforts to meet the goals established for the geographical area where the contract resulting from this solicitation is to be performed. 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 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, 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; employee identification number; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the Contract is to be performed. (4) As used in this notice and in the contract resulting from this solicitation, the "covered area" is Suffolk County, New York. Bidders are hereby notified that all bids may be rejected if the lowest responsive bid received exceeds the Engineer's estimate by more than seven percent (7%) and it is determined that an award of Contract would cause excessive inflationary impact. The right is reserved to waive any informalities in the bid and to reject any and all bids. By: Dated: Town of Southold GENERAL PROVISIONS SECTION 10 - DEFINITION OF TERMS Whenever the following terms are used in these Specifications, in the Contract, in any documents or other instruments pertaining to construction where these Specifications govern, t'.e intent and meaning shall be interpreted as follows: 10-01. AASHTO. The American Association of State Highway and Transportation Officials, the successor association to AASHO. 10-02. ACCESS ROAD. The right-of-way, the roadway and all improvements constructed thereon connecting the airport to a public highway. 10-03. AIP. The Airport Improvement Program, a grant-in-aid program, administered by the Federal Aviation Administration. 10-04. ADVERTISEMENT. A public announcement, as required by local law, inviting bids for work to be performed and materials to be furnished. 10-05. AIR OPERATIONS AREA. For the purpose of these Specifica- tions, the term air operations area shall mean any area of the airport used or intended to be used for the landing, takeoff or surface maneuvering of aircraft. An air operation area shall include such paved or unpaved areas that are used or intended to be used for the unobstructed movement of aircraft in addition to its associated runway, taxiway or apron. 10-06. AIRPORT. Airport means an area of land or water which is used or intended to be used for the landing and takeoff of aircraft and includes its buildings and facilities, if any. The name of the airport for which bids are being taken is Fishers Island Airport - Elizabeth Field, Fishers Island, New York. 10-07. ASTM. The American Society for Testing and Materials. 10-08. AWARD. The acceptance, by the Owner, of the successful bidder's proposal. 10-09. BIDDER. Any individual, partnership, firm or corporation, acting directly or through a duly authorized representative, who submits a proposal for the work contemplated. 10-10. BUILDING AREA. An area on the airport to be used, considered or intended to be used for airport buildings or other airport facilities or rights-of-way together with all airport buildings and facilities located thereon. 10 - 1 GENERAL PROVISIONS SECTION 10 - DEFINITION OF TERMS 10-11. CALENDAR DAY. Every day shown on the calendar. 10-12. CHANGE ORDER. A written order to the Contractor covering changes in the Plans, Specifications or proposal quantities and establishing the basis of payment and Contract time adjustment for the work affected by such changes. The work, covered by a Change Order, shall be within the scope of the Contract. 10-13. CONTRACT. The written Agreement covering the work to be performed. The awarded Contract shall include but is not limited to: The Advertisement; The Contract Form; The Proposal; The Performance Bond; The Payment Bond; any required insurance certi- ficates; The Specifications; The Plans; and any addenda issued to bidders. 10-14. CONTRACT ITEM (PAY ITEM). A specific unit of work for which a price is provided in the Contract. 10-15. CONTRACT TIME. The number of calendar days or working days stated in the proposal, allowed for completion of the Con- tract, including authorized time extensions. If a calendar date of completion is stated in the proposal, in lieu of a number of calendar or working days, the Contract shall be completed by that date. 10-16. CONTRACTOR. The individual, partnership, firm or corporation primarily liable for the acceptable performance of the work contracted and for the payment of all legal debts pertaining to the work who acts directly or through lawful agents or employees to complete the Contract work. 10-17. DRAINAGE SYSTEM. The system of pipes, ditches and structures by which surface or subsurface waters are collected and conducted from the airport area. 10-18. ENGINEER. The individual, partnership, firm or corpora- tion duly authorized by the Owner (sponsor) to be responsible for engineering supervision of the Contract work and acting directly or through an authorized representative. The Consulting Engineers as a duly authorized representative is Calocerinos & Spina Engineers, P.C., 1020 Seventh North Street, Liverpool, New York 13088. 10 - 2 GENERAL PROVISIONS SECTION 10 - DEFINITION OF TERMS 10-19. EQUIPMENT. All machinery, together with the necessary supplies for upkeep and maintenance, and also all tools and apparatus necessary for the proper constructior and acceptable completion of the work. 10-20. EXTRA WORK. An item of work not provided for in the awarded Contract, as previously modified by Change Order or Supplemental Agreement, but which is found by the Engineer to be necessary to complete the work within the intended scope of the Contract as previously modified. 10-21. FAA. The Federal Aviation Administration of the U.S. Department of Transportation. When used to designate a person, FAA shall mean the Administrator or his duly authorized representative. Department of Transportation. When used to designate a person, FAA shall mean the Administrator or his duly authorized representative. 10-22. FEDERAL SPECIFICATIONS. The Federal Specifications and Standards, and supplements, amendments, and indices thereto are prepared and issued by the General Services Administration of the Federal Government. They may be obtained from: Specifications Activity Printed Materials Supply Division Building 197 Naval Weapons Plant Washington, D. C. 20407 10-23. INSPECTOR. An authorized representative of the Engineer assigned to make all necessary inspections and/or tests of the work performed or being performed, or of the materials furnished or being furnished by the Contractor. The Inspector shall be represented from the firm of Calocerinos & Spina Engineers, P.C. 10-24. INTENTION OF TERMS. Whenever, in these Specifications or on the Plans, the words "directed," "required," "permitted," "ordered," "designated," "prescribed," or words of the like import are used, it shall be understood that the direction, requirement, permission, order, designation, or prescription of the Engineer is intended; and similarly, the words "approved," "acceptable," "satisfactory," or words of like import, shall mean approved by, or acceptable to, or satisfactory to the Engineer, subject in each case to the final determination of the Owner. 10 - 3 GENERAL PROVISIONS SECTION 10 - DEFINITION OF TERMS Any reference to a specific requirement of a numbered paragraph of the Contract Specifications or a cited standard shall be inter- prPted to include all general requirements of the entire section, Specification item, or cited standard that may be pertinent to such specific reference. 10-25. LABORATORY. The official testing laboratories of the Owner or such other laboratories as may be designated by the Engineer. 10-26. 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. 10-27. MAJOR AND MINOR CONTRACT ITEMS. A major Contract Item shall be any item that is listed in the proposal, the total cost of which is equal to or greater than ten percent (10%) of the total amount of the awarded Contract. All other items shall be considered minor Contract Items. 10-28. MATERIALS. Any substance specified for use in the con- struction of the Contract work. 10-29. NOTICE TO PROCEED. A written notice to the Contractor to begin the actual Contract work on a previously agreed to date. If applicable, the Notice to Proceed shall state the date on which the Contract time begins. 10-30. OWNER (SPONSOR). The term Owner shall mean the party of the first part or the contracting agency signatory to the Contract. For AIP Contracts, the term sponsor shall have the same meaning as the term Owner. Whenever the words "Owner", "Town", "Town of Southold" or "Party of the First Part" are used, the same are understood to mean the Town of Southold, New York or its representative duly authorized to act. 10-31. PAVEMENT. The combined surface course, base course, and subbase course, if any, considered as a single unit. 10-32. PAYMENT BOND. The approved form of security furnished by the Contractor and his surety as a guaranty that he will pay in full all bills and accounts for materials and labor used in the 10 - 4 GENERAL PROVISIONS SECTION 10 - DEFINITION OF TERMS construction of the work. 10-33. PERFORMANCE BOND. The approved forn.of security furnished by the Contractor and his surety as a guaranty that the Contractor will complete the work in accordance with the terms of the Contract. 10-34. PLANS. The official drawings or exact reproductions, approved by the Engineer, which show the location, character, dimensions and details of the airport and the work to be done and which are to be considered as a part of the Contract, supplementary to the Specifications. 10-35. PROJECT. The agreed scope of work for accomplishing specific airport development with respect to a particular airport. This project generally consists of installation of obstruction lighting including light units, cable and associated electrical equipment; removal of specified trees within airport property limits; and removal of terrain in the Runway 25 safety area and primary surface including excavation and disposal, grading and site restoration. 10-36. 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 provi- sions of the Plans and Specifications. 10-37. PROPOSAL GUARANTY. The security furnished with a proposal to guarantee that the bidder will enter into a Contract if his proposal is accepted by the Owner. 10-38. RUNWAY. The area on the airport prepared for the landing and takeoff of aircraft. 10-39. 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. 10-40. STRUCTURES. Airport facilities; such as, bridges, culverts, catch basins, inlets, retaining walls, cribbing, storm and sanitary sewer lines, water lines, underdrains'electrical ducts, manholes, handholes, lighting fixtures and bases, trans- formers, flexible and rigid pavements, navigational aids, build- ings, vaults, and other manmade features of the airport that may 10 - 5 GENERAL PROVISIONS SECTION 10 - DEFINITION OF TERMS 10-40. STRUCTURES. (Continued) be encountered in the work and not otherwise classified herein. 10-�-41. SUBGRADE. The soil which forms the pavement foundation. 10-42. SUPERINTENDENT. The Contractor's executive representative who is present on the work during progress, authorized to receive and fulfill instructions from the Engineer, and who shall supervise and direct the construction. 10-43. SUPPLEMENTAL AGREEMENT. A written Agreement between the Contractor and the Owner covering: 1) work that would increase or decrease the total amount of the awarded Contract, or any major Contract Item, by more than twenty-five percent (25%), such increased or decreased work being within the scope of the origi- nally -awarded Contract, or 2) work that is not within the scope of the originally -awarded Contract. 10-44. SURETY. The corporation, partnership, or individual, other than the Contractor, executing payment or performance bonds which are furnished to the Owner by the Contractor. 10-45. TAXIWAY. For the purpose of this document, the term taxiway means the portion of the air operations area of an airport that has been designated by competent airport authority for movement of aircraft to and from the airport's runways or aircraft parking areas. 10-46. WORK. The furnishing of all labor, materials, tools, equipment, and incidentals necessary or convenient to the Contrac- tor's performance of all duties and obligations imposed by the Contract, Plans, and Specifications. 10-47. 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. Unless work is suspended for causes beyond the Contractor's control, Saturdays, Sundays and holidays on which the Contractor's forces engage in regular work, requiring the presence of an inspector, will be considered as working days. 10-48. DATUM. All elevations shown on the Plans refer to USGS Datum. 10 - 6 GENERAL PROVISIONS SECTION 10 - DEFINITION OF TERMS 10-49. EQUIVALENTS. Whenever in these Specifications any particular brand, material or device is specified, with or without the term "or equal" or "other approved" or similar qualification, it is to be regarded as indicating the standard of excellence required. Another brand, material or device of equal merit in the opinion of the Engineer may be used, provided that the Contractor in his bid or proposal has stated what article he proposed to furnish in place of that specified. In case no such statement is made, the Contractor will be considered to contemplate the parti- cular goods named. 10-50. RESIDENT ENGINEER. The representative of the Owner directly in charge of the work. For this project, the Resident Engineer will be the firm of Calocerinos & Spina Engineers, P.C. 10 - 7 GENERAL PROVISIONS SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS 20-01. Notice to Contractors. Sealed proposals will be received by the Town Clerk's Office, 53095 Main Road, Southold, New York at 11:00, local time, on May 3, 1990 for the construction of the Obstruction Removal and Lighting Contract in accordance with the plans and specifications of file at said office, where they may be examined. This project generally consists of installation of obstruction lighting including light units, cable and associated electrical equipment; removal of specified trees within airport property limits; and removal of terrain in the Runway 25 safety area and primary surface including excavation and disposal, grading and site restoration. The Contract Documents, consisting of the Advertisement, General Provisions, Bid, Agreement, Special Provisions and Contract Drawings may be obtained from the Town Clerk's Office, 53095 Main Road, Southold, New York upon deposit of fifty dollars ($50.00) (check only) per set. Any bidder, submitting a sealed bid, upon returning the drawings in good condition within thirty (30) days of the bid date will be refunded the full amount of his deposit. Non -bidders will not be refunded their deposits. Parties failing to conform to the above conditions within the prescribed allotted time shall forfeit their deposits as heretofore set forth and shall have no recourse against the Town of Southold for refunds of the Plans and Specifications deposit. Each bid must be made upon the printed proposal, which is part of this notice, sealed with a standard envelope and endorsed upon the outside of the envelope with the name of the work to which the enclosed bid relates. Each bid must be accompanied by a certified check or bid bond payable to the Order of the Town of Southold in the sum of five percent (5%) of the total amount of the bid for the Contract. All such deposits will be returned to all except the three (3) lowest formal bidders on the Contract within five (5) days after the formal opening of bids and the remaining deposits, except that of the bidder whose bid has been accepted, will be returned within three (3) days after the approval of the Owner's attorney of the executed Contract and the insurance and security furnished, or if no Contract has been so executed, within thirty (30) days after the date of the opening of bids, upon demand of the bidder at any time thereafter so long as he has not been notified of the acceptance of the bid. 20 - 1 GENERAL PROVISIONS SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS DO NOT REMOVE the bid forms from this book. All Contract Documents, except the separately bound Contract Drawings, must be submitted with the bid. Each bidder is required to state in his bid the names and places of residence of any and all persons interested in the bid; that the bid is made without any connection with any person making another bid for the same contract; and that it is in all respects fair and without collusion or fraud. Any bid may be withdrawn prior to the scheduled time for the opening of bids or authorized postponement thereof. No bid will be accepted from or Contract awarded to any person who is in arrears to the Owner upon debt of Contract or who is in default, as Surety or otherwise, upon any obligations to the said Owner. Bids will be compared, computed and canvassed on the basis of the approximate estimate and quantities stated in the bid. Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246, as amended). (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 for minority and female participation, expressed in percentage terms for the Contractor's aggregate work force on all construction work in the covered area, are as follows: Goals for Minority Participation for Each Trade 5.8% Goals for Female Participation 6.9% These goals are applicable to all the Contractor's construction work (whether or not it is Federal or Federally -assisted) performed in the covered area. 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 Part 60-4.3(a), and its efforts to meet the goals established for the 20 - 2 GENERAL PROVISIONS SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS geographical area where the contract resulting from this solicitation is to be performed. 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 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, 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; employee identification number; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the Contract is to be performed. (4) As used in this notice and in the contract resulting from this solicitation, the "covered area" is Suffolk County, New York. Bidders are hereby notified that all bids may be rejected if the lowest responsive bid received exceeds the Engineer's estimate by more than seven percent (70) and it is determined that an award of Contract would cause excessive inflationary impact. The right is reserved to waive any informalities in the bid and to reject any and all bids. 20-02. Prequalification of Bidders. Each bidder may be required to furnish the Owner satisfactory evidence of his competency to perform the proposed work. Such evidence of competency, unless otherwise specified, shall consist of statements covering the bidder's past experience on similar work, a list of equipment that would be available for the work, and a list of key personnel that would be available. In addition, each bidder may be required to furnish the Owner satisfactory evidence of his financial responsibility. Such evidence of financial 20 - 3 GENERAL PROVISIONS SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS 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 Contractor's last fiscal year. Such statements or reports shall be certified by a public accountant. At the time of submitting such financial statements or reports, the bidder shall further certify whether his 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 his (bidder's) true financial condition at the time such qualified statement or report is submitted to the Owner. Each bidder shall submit "evidence of competency" and "evidence of financial responsibility" to the Owner within forty- eight (48) hours after the time such evidence is requested. 20-03. Contents of Proposal Forms. The Owner shall furnish bidders with proposal forms. All papers bound with or attached to the proposal forms are necessary parts and must not be detached. The Plans, Specifications, and other documents designated in the proposal form shall be considered a part of the proposal. 20-04. Issuance of Proposal Forms. The Owner reserves the right to refuse to issue a proposal form to a prospective bidder should such bidder be in default for any of the following reasons: (a) Failure to comply with any prequalification regulations of the Owner, if such regulations are cited, or otherwise included, in the proposal as a requirement for bidding. (b) Failure to pay, or satisfactorily settle, all bills due for labor and materials on former contracts in force (with the Owner) at the time the Owner issues the proposal to a prospective bidder. (c) Contractor default under previous contracts with the Owner. (d) Unsatisfactory work on previous contracts with the Owner. 20 - 4 GENERAL PROVISIONS SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS 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 hereinafter provided in the subsection titled ALTERATION OF WORK AND QUANTITIES of Section 40 without in any way invalidating the unit bid prices. 20-06. Examination of Plans, Specifications, and Site The bidder is expected to carefully examine the site .of the proposed work, the proposal, Plans, Specifications, and Contract forms. He shall satisfy himself as to the character, quality, and quantities of work to be performed, materials to be furnished, and as to the requirements of the proposed Contract. The submission of a proposal shall be prima facie evidence that the bidder has made such examination and is satisfied as to the conditions to be encountered in performing the work and as to the requirements of the proposed Contract, Plans and Specifications. Boring logs and other records of subsurface investigations and tests, if applicable, 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 he may make or obtain from his examination of the boring logs and other records of subsurface investigations and tests that are furnished by the Owner. 20 - 5 GENERAL PROVISIONS SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS 20-07. Preparation of Proposal. The bidder shall submit his propr3al on the forms attached hereto. All blank spaces in the proposal forms must be correctly filled in where indicated for each and every item for which a quantity is given. The bidder shall state the price (written in ink or typed) both in words and numerals for which he proposes to do each payment item furnished in the proposal. In case of conflict between words and numerals, the words, unless obviously incorrect, shall govern. DO NOT round off numerals. The bidder shall sign his proposal correctly and in ink. If the proposal is made by an individual, his 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 under the laws of which the corporation was chartered and the name, titles, and business address of the president, secretary, and the treasurer. Anyone signing a proposal as an agent shall file evidence of his authority to do so and that the signature is binding upon the firm or corporation. 20-08. 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 which 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. 20 - 6 GENERAL PROVISIONS SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS For AIP Contracts, proposals shall be considered irregular for any of the reasons stated and, in addition, if the proposal is "nonresponsive" with respect to the requirements of Part 152 of the Federal Aviation Regulation as specified in the proposal form. 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. 20-09. Proposal Guaranty. Each separate proposal shall be accompanied by a certified check or bid bond payable to the Town of Southold in an amount not less than five percent (5%) of the bid. Where alternate items are included in the bid, the amount of bid security shall be not less than five percent (5%) of the base bid and alternate or combination of alternates that result in the highest bid. 20-10. 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 before the time specified for opening all bids. Proposals received after the bid opening time shall be returned to the bidder unopened. 20-11. Withdrawal of Proposals A bidder may withdraw or revise (by withdrawal of one proposal and submission of another) a proposal provided that that bidder's request for withdrawal is received by the Owner in writing or by telegram before the time specified for opening bids. Revised proposals must be received at the place specified in the Advertise- ment before the time specified for opening all bids. 20-12. Public Opening of Proposals Proposals shall be opened and read, publicly at the time and place specified in the Advertisement or Notice to Contractors. Bidders, their authorized agents, and other interested persons are 20 - 7 GENERAL PROVISIONS SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS invited to attend. Proposals received after the time specified for opening bids shall be returned to the bidder unopened. 20-13. Disqualification of Bidders. A bidder shall be considered disqualified for any of the following reasons: (a) Submitting more than one proposal from the same partner- ship, firm, or corporation under the same or different name. (b) Evidence of collusion among bidders. Bidders participa- ting in such collusion shall be disqualified as bidders for any future work of the Owner until any such partici- pating bidder has been reinstated by the Owner as a qualified bidder. (c) If the bidder is considered to be in "default" for any reason specified in the subsection titled ISSUANCE OF PROPOSAL FORMS of this section. 20-14. Material Guarant Before any Contract is awarded, the bidder may be required to furnish a complete statement of the origin, composition, or manufacture of any or all materials proposed to be used in the construction of the work, together with samples, which may be subjected to the tests provided for in these Specifications to determine their quality and fitness for the work. 20-15. Reguirements for Corporation, Firm, Partnership, or Individual From Different States. Before any Contract is awarded, a bidder from another State or possession, other than that in which the proposed work is located, must conform to the statutes of that State and may be required to furnish a certificate from the Secretary of State showing that he is authorized to do business in the State or possession. 20-16. Public Liability Insurance for Construction Contract. The Contractor is hereby advised that the insurance require- ments specified in this section shall be provided. Additional insurance requirements of the State of New York are specified in Section 70-21, Subsection C and any additional requirements or 20 - 8 GENERAL PROVISIONS SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS increased limits included therein shall also be provided. The Contractor and each Subcontractor, at his own expense, shall procure and maintain until final acceptance by the Owner, of the work covered by the Contract, insurance for liability for damages imposed by law of the kinds and in the amounts hereinafter provided, in insurance companies authorized to do such business in the State covering all operations under the Contract whether performed by the Contractor or by Subcontractors. Before commen- cing the work, the Contractor and each Subcontractor shall furnish to the Owner one (1) copy of the original policy or certified copy thereof together with four (4) duplicate copies for each of the kinds of insurance required, issued specifically for this Contract. No endorsements of existing policies will be accepted. In addition, five (5) certificates of insurance shall be furnished satisfactory in form to the Owner showing that the Contractor and each Subcontractor has complied with this Section. The policies and certificates shall provide that the policies shall not be changed or cancelled until thirty (30) days after written notice to the Owner. Property damage insurance must in all instances include coverage for explosion, collapse and underground operations (X C U hazards). The kinds and amounts of insurance are as follows: A. Liability and Property Damage Insurance. Unless otherwise specifically required, each policy with limits of not less than: Bodily Iniury Liability Property Damage Liability Each Person Each Occurrence Each Accident Aggregate $1,000,000 $3,000,000 $1,000,000 $3,000,000 for all damages arising during the policy period shall be furnished in the following specified types: 1. Contractor's Liability Insurance issued to and providing coverage to the Contractor for liability for damages imposed by law upon the Contractor with respect to all work performed by him under the Contract. 2. Contractor's Liability Insurance issued to and providing coverage to each Subcontractor for liability for damages imposed by law upon each Subcontractor with respect to 20 - 9 GENERAL PROVISIONS SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS all work performed by said Subcontractor under the contract. 3. Contractor's Protective Liability Insurance issued to and providing coverage to the Contractor for liability for damages imposed by law upon the Contractor with respect to all work under the Contract performed for the Contractor by Subcontractors. 4. Protective Liability Insurance issued to and providing coverage to the Owner, the Federal Aviation Administration (FAA), the State of New York including the Commissioner and all employees or other representatives of each of them, both officially and personally for all liability for damages with respect to all operations under the Contract, including omissions and supervisory acts of the Owner, the FAA, the State including the Commissioner and their employees or other representatives. 5. Contractual Liability Insurance issued to and providing coverage to the Owner for liability imposed by Contract upon the Owner for work performed on private land with respect to all operations under the contract by the Contractor or by his Subcontractors. 6. Completed Operations Liability Insurance issued to and providing coverage to the Contractor for liability for damages imposed by law upon the Contractor and each Subcontractor arising between the date of the certification of completion of the work and the date of expiration of the guarantee. B. Automobile Insurance. Automobile public liability and property damage insurance covering all claims against the Contractor, each Subcontractor and the Owner, as a result of work under the contract, shall be provided by the Contractor in the following amounts. Bodily Iniury Liability Each Person $1,000,000 Each Accident $3,000,000 20 - 10 Property Damage Liability Each Accident $1,000,000 GENERAL PROVISIONS SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS 20-17. Addenda and Interuretation. No interpretation of the meaning of the Plans, Specifications and other portion of the Contract Documents will be made orally. Every request for such interpretation must be in writing and addressed to Calocerinos & Spina Engineers, P.C., 1020 Seventh North Street, Liverpool, New York 13088, and to be given consideration must be received at the above address at least seven (7) days prior to the date fixed for opening of bids. Any and all such interpretations and any supplemental instructions will be in the form of written addenda, which, when issued, will be sent by registered mail, with return receipt requested, to all holders of Contract Documents at the respective addresses furnished for such purposes, not later than twenty-four (24) hours prior to the date fixed for the opening of bids. Failure of any Bidder to receive any such addenda or interpretation shall not relieve said Bidder from any obligation under his bid as submitted. All addenda so issued shall become part of the Contract Documents. 20-18. 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 20 - 11 GENERAL PROVISIONS SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS request of the Owner, shall furnish to the Owner such confirmatory bills of sale and other instruments as may be required by it, properly executed, acknowledged and delivered, confirming to the Owner, title to such materials and supplies free of encumbrances. In the event that after title has passed to the Owner any of such materials and supplies are rejected as being defective or otherwise unsatisfactory, title to all such materials and supplies shall upon such rejection revest in the Contractor. The sum paid under this Agreement shall be deemed to be in full consideration for the performance by the Contractor of all his duties and obligations under this Agreement in connection with said sale. The Contractor agrees to construct the Project and to furnish and perform all work and labor required, necessary or proper for or incidental thereto, except that the materials and supplies sold to the Owner under the preceding paragraph shall be furnished by the Owner to the Contractor for use in the performance of said work and labor, and the sum paid pursuant to this Agreement shall be deemed to be in full consideration for the performances by the Contractor of all his duties and obligations under this Agreement in connection with said work and labor. The purchase by the Contractor of the materials and supplies sold hereunder will be a purchase or procurement for resale to the Owner (an organization described in subdivision (a) of Sec. 1116 of the Tax Law of the State of New York) and therefore not subject to the New York State Sales or Compensating Use or any such taxes of cities and counties. The sale of such materials and supplies by the Contractor to the Owner will not be subject to the aforesaid Sales and Compensating Use Taxes. 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 Subcon- tractors), 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 20 - 12 GENERAL PROVISIONS SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS claim is made against the Contractor of 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 afore- mentioned 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: 1. (a) 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. (b) 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 (c) 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 2. 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 3. 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 20 - 13 GENERAL PROVISIONS SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS 4. 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 5. 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. 20-19. State Provisions. The bidder's attention is directed to Section 70-21 and 70-26 of the General Provisions for Contract Provisions required by the State. 20-20. General Municipal Law and State Finance Law. The bidder's attention is directed to Section 70-25 of the General Provisions for provisions relating to the General Municipal Law and State Finance Law. 20-21. Equal Employment Opportunity Requirements. The bidder's attention is directed to Section 70-23 and 70- 24 of the General Provisions relating to Special Provisions, Notices and Certifications Concerning Non -segregated Facilities, Wage, Labor, EEO and Safety Requirements. 20 - 14 GENERAL PROVISIONS SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS 20-22. State and FederalParticipation. Part of the cost of this project will be funded by the New York State Department of Transportation under Project No. 0913.03 and the Federal Aviation Administration under the Airport Improvement Program, Project No. 3-36-0029-03-90. 20-23. Wage Rates. Pursuant to provisions of Section 220-A of the Labor Law, as amended, provides that it shall be the duty of the fiscal officer to make a determination of the schedule of minimum wages to be paid to all laborers, workmen and mechanics for work to be done under terms of this Contract. The amount of supplements listed on the enclosed schedules does not necessarily include all types of prevailing supplements in the locality and a future determination of the Industrial Commissioner may require the Contractor to provide additional supplements. The following wage rates have been filed: (a) United States Department of Labor - Decision of the Secretary (b) State of New York Department of Labor, prevailing Wage Rate Schedule "Whenever wage rates for the same occupation are different the Contractor shall pay the highest wage rates." 20 - 15 STATE OF NEW YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANY, NY 12240 T/0 Southold to: Mark Petranchuk Calocerinos 8 SpYna Engineers 1020 SeventhNo.St. Liverpool, NY 13088 Schedule Type -COMPLETE Date 09/25/89 Refer to: PREVAILING RATE CASE N0. PRC 8907087 SUFFOLK COUNTY Location and Type of Project Obstruction Removal 8 Lighting -Elizabeth Field -Fishers Island T/0 Southold 78 W In response to your request, enclosed are schedules of the prevailing hourly wage rates and the prevailing hourly supplements for the above project, together with copies of the Notice of Contract Let (Pw-16) for your use. The schedules must be annexed to and form a part of the specifications for this project when it is advertised for bids. These schedules have been prepared and forwarded in accordance with Section 220 of the Labor Law, which provides that it shall be the duty of the fiscal officer to ascertain and determine the schedules of supplements to be provided and wages to be paid to workers, laborers and mechanics employed on public work projects, and to file such schedules with the department having jurisdiction. The attached rates are based on the latest information available to the Department of Labor, Bureau of Public Work. Care should be taken to review the rates for obvious errors. It is the responsiblility of the Public Work contractor to use the proper rate. Any corrections should be brought to the Department's attention immediately This schedule is applicable only from July 1, 1989 through June 30, 1990, unless otherwise noted. If your project goes beyond the period covered by this determination, a new determination should be requested when this schedule expires Note: A 1983 AMENDMENT TO SECTION 220 OF THE LABOR LAW REQUIRES THE PRESERVATION OF ORIGINAL OR TRANSCRIPTS OF PAYROLL RECORDS FOR THREE YEARS FROM THE DATE OF COMPLETION OF THE WORK IN THE AWARDED CONTRACT. Very truly yours, CHARLES C. DROBNER, DIRECTOR NOTICE TO CONTRACTING AGENCIES : Upon cancellation or completion of this project, enter the necessary information and return this page to the ALBANY OFFICE of the BUREAU at the address listed below: PROJECT HAS BEEN Date Completed Date Cancelled Date Postponed Until Signature Title Contracting Agency =or Add,tiona' 7rformat,cr, contact the fo'lowing District Offices: St Of` Slog #'2. Camous 47pany N Y 12240 65 CCUrt St ,Buffalo N 14202 '55 Ma,n Street west, PocneSter N Y 14614 221 wasn,ngtor St.,Binghamton N Y '3gO1 'S Fulton Ove Hempstead N Y 11550 333 East riashington St .Syracuse N Y 13202 2C%-Ge-esee St J� . ca N ' 35C� 30 3'er. St ,Wr to Pains N Y 10603 Pw-20C (6-85) docm: letteri,a CONTRACT REQUIREMENTS Each public work contract to which the State, a public benefit corporation, a municipal corporation or a commission appointed pursuant to law is a party and which may involve the employment of laborers, workers or mechanics, shall comply with the requirements of Article 8 (Sections 220-223) of the New York State Labor Law: 1. No laborer, worker or mechanic in the employ of the contractor, subcontractor or other person doing or contracting to do the whole or 'a part of the work contemplated by the contract shall be permitted or required to work more than eight hours in any one calendar day or more than five days in any one week except in the extraordinary emergencies set forth in the Labor Law or where a dispensation is granted by the Commissioner of Labor. (See Section 220.2) Each laborer, worker or mechanic employed by the contractor or subcontractor shall be paid not less than the prevailing rate of wages as indicated on the wage schedule provided by the Department, Bureau of Public Work. The prevailing rate of wage shall be annually determined no later than thirty days prior to July first of each year. The prevailing rate of wage for the period commencing July first of such year through June thirtieth, inclusive, of the following year shall be the rate of wage set forth in collective bargaining agreements for the same period, including those increases for such period which are directly ascer- tainable from such collective bargaining agreements. (See Sections 220 3, 220.5) 3. It shall be the duty of the department of jurisdiction to file with the fiscal officer, the classification of workers, mechanics and laborers to be employed on a public work project, together with a statement of the work to be performed by each classification. (See Section 220.3-a) The contractor and every subcontractor shall post in a prominent and accessible place at the work site a statement of all wage rates and supplements to oe oaid or provided for the various classes of mechanics, workers or laborers (See Section 220.3-a) No employee shall be deemed to be an apprentice unless individually registered in a program registered with the New York State Department of Labor. The allowable ratio of apprentices to journey -level workers in any craft classification shall not be greater than the ratio permitted to the contractor as to its work force on any job under the registered program. Any employee who is not registered as above, shall be paid or provided the prevailing wage and supplement rate for the journey -level classification of work actually performed. The contractor or sub- contractor will be required to furnish written evidence of registration of its program and apprentices as well as of the appropriate ratios and wage and supple- ment rates for the area of construction, prior to using any apprentices on the contract work. (See Section 220.3-e) (a) 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 (See Section 220-e(a)) (b) No contractor, subcontractor, nor any person acting on its behalf, snail in any manner, discriminate against or intimidate any employee on account of race, creed, color, disability, sex or national origin. (See Section 220- e(b)) NOTE: The Human Rights Law also prohibits discrimination in employment because of age, marital status or religion. (c) There may be deducted from the amount payable to the contractor under the contract a penalty of fifty dollars for each calendar day during which such person was discriminated against or intimidated in violation of the provisions of the contract. (See Section 220-e(c)) (d) The contract may be cancelled or terminated by the State or municipality, and all moneys 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. (See Section 220-e(d)) (a) All contractors or their subcontractors shall provide to their sub- contractors a copy of the prevailing wage 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 of the Labor Law (See Section 220-a) :b) All subcontractors engaged by a oublic improvement contractor or is Subccntractcr, upon receipt ne original schedule and ary suC- sequently.issued schedules, shall provide to such cont -actor or s.;C- contractor a verified statement attesting that the subcontractor nas received the wage schedule and w111 pay or provide the aool•.can'e rate o` wages and supp'ements specified therein :See Sectlon 22C -a. PW -3 (12-88) ATTENTION: ALL CONTRACTORS AND SUBCONTRACTORS ENGAGED ON PUBLIC WORK PROJECTS IN NEW YORK STATE INTRODUCTION: Below are the major provisions of the Labor Law covering workers on public work projects. HOURS: A laborer, worker or mechanic is permitted to work on a public work project no more than eight hours a day and no more than five days in a week, except in case of extraordinary emergency such as fire flood or danger to life or property You 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 provided for 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 prevailing rate schedule for the project has not been provided to the prime contractor by the department of jurisdiction (i.e.,the governmental entity awarding the public work contract), or to a subcontractor by the prime contractor, the applicable schedule must be obtained from the Department of Jurisdiction, who must make written application, to the Bureau of Public Work, Labor Department, Building No 12, State Office Building Campus, Albany, New York 12240. The prime contractor is responsible for any underpayments of prevailing wages or supplements by its subcontractors. PAYROLL RECORDS: Every contractor and subcontractor must keep originals or transcripts of payroll records, showing for each person employed on public work, the following: 1 -Name, 2.Address and phone number, 3.Social Security number, 4.Occupational classifications in which worked, S.Hourly wage rate paid, 6.Supplements provided, 7.Daily and weekly number of hours worked in each classification, 8.Deductions made, 9. Actual wages paid When payroll records are requested by the Commissioner each payroll record must be affirmed as true under the penalties of perjury which mears a.notarized signature to that effect. Such records must be kept on the site of the work when the contractor or subcontractor does not maintain a regular place of business in New York State and the amount of the contract exceeds $25,000. All other contractors and subcontractors must within five days after request produce at the work site the orignal payrolls or transcripts. The original payrolls or transcripts must be preserved for three years from the date of completior of the project. POSTING The current prevailing rate schedule must be posted in a prominent and accessible place on the site of `.ne public work project. PW19 (9-88; (Continued; NOTICE TO CONTRACTORS (Continued) APPRENTICES: Employees cannot be paid apprentice rates if they are not individually registered under a program or agreement registered with the Commissioner of Labor. The contractor or subcontractor will be required to furnish written evidence of the registration of its program and apprentices and of the appropriate ratio. The allowable ratio of apprentices to journeymen in any craft classification can be no greater than the ratio permitted to the contractor or subcontractor as to its work force on any job under the regi-stered program. An employee listed on a payroll as an apprentice, who is not registered as above, must be paid the prevailing journeymen's wage rate for that classification of work. 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 may 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. INTEREST AND PENALTIES: If an underpayment of wages or supplements is found, interest must be added at the rate then in effect 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 of the payment, and may also include the imposition of a civil penalty not to exceed 25% of the amount due. DEBARMENT: When final determinations have been made against a contractor or subcontractor in two instances within a six-year period determining that it willfully failed to pay or provide the prevailing rate of wages or supplements, such contractor or subcontractor will be ineligible to bid on or be awarded a public work contract for a period of five years from the second final determination. CRIMINAL SANCTIONS: Willful violations of the Prevailing Wage Law (Article 8 of the Labor Law) constitute a misdemeanor punishable by fine or imprisonment, 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. 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. POSTING OF OTHER NOTICES: Every employer providing workers' compensation insurance and disability benefits must post in a conspicuous place notices of such coverage in a form prescribed by the Workers' Compensation Board. Employers liable for contributions under the Unemployment Insurance Law must conspicuously post notices furnished by the State Department of Labor. PW 19 (9-88)... docm: letter2b OVERTIME and HOLIDAY INFORMATION 5/31/87 OVERTIME A ) Time and one half of the hourly rate after 7 hours per day. AA) Time and one half of the hourly rate after 7 and one half hours per day B ) Time and one half of the hourly rate after 8 hours per day B1 ) Time and one half for the 9th 8 10th hour per day 8 1st 8 hours on Saturday - double the hourly rate all additional hours. C ) Double the hourly rate after 7 hours per day. CC&C1) Double the 'hourly rate after 7 and one half hours per day D ) Double the hourly rate after 8 hours per day. D1 )Double the hourly rate after 9 hours per day. E ) Time and one half of the hourly rate on Saturday. E1 )Time and one half 1st 4 hours on Saturday, double the hourly rate all additional Saturday hours. E2 )Saturday may be used as a mnke-up day at straight time when a day is lost during that week due to inclement weather. E3 )Between Nov 1st and March 3rd Saturday may be used as a make-up day at straight time when a day is lost during that week due to inclement weather, provided a given employee has worked between 16 and 32 hours that week. E4 )Saturday and Sunday may be used as a make-up day at straight time when a day is lost during that week dur to inclement weather 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. 0 ) Double the hourly rate on Sunday and Holidays. R ) Double the hourly rate on Holidays S ) Two and one half times the hourly rate for Holidays, if worked Triple the hourly rate for Holidays, if worked. U ) Four times the hourly rate for Holidays, if worked V ) Incluing benefits at SAME PREMIUM as shown for overtime. ft ) Time and one half for benefits on all overtime hours. NOTE: BENEFITS are PER HOUR WORKED, for each hour worked, unless otherwise noted, Sec220:Pare 2. `Each contract.... Shall contain a stipulation that no laborer, workman or mechanic.... shall be permitted or required to work more than eight hours in any one calander day or work more than five days in any one week except in case of extraodinary emergency... Whenever such an `EMERGENCY DISPENSATION'(emphasis added) is granted, all work in excess of eight hours per day, and five days per week shall be considered overtime work... and ... shall be paid a premium wage commensurate with the premium wages prevailing in the area in which the work is performed " HOLIDAYS The Holidays as listed below are to be paid at the wage rates at wnich the employee is normally classified 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 Years Day, Thanksgiving Day and Christmas Day. 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 Veteran's Day. ( 16 ) Day after Thanksgiving Day. ( 17 ) July 4th ( 18 ) 1/2 Day before Christmas Day. ( 19 ) 1/2 Day before New years Day. ( 20 Thanksgiving Day ( 21 ) New Years Day, ( 22 Christmas Day ( 23 ) Day before Chr's`.mas 24 ? Day be`ore New Years. 25 'res ::er;s Ca ( 26 Mar; _utne- King, Jr Day w_2C1 �7-85; docm lette-2c NOTICE of NEW PREVAILING WAGE RATE PUBLICATIONS APPLICABLE TO ALL COUNTIES ( ' ) AS NOTED ON PREVAILING RATE SCHEDULES PAGES. The annual determination of the prevailing rates of wages and supplements for workers employed on public work projects throughout the state will be published on May 31, 1989. The new rates will be in effect July 1, 1989 to June 30, 1990 - accept as noted below A supplement to these prevailing wage rates will be determined on June 30, 1989 to include information from collective bargaining agreements finalized between May 31 and June 30. These agreements must have been in negotiation prior to May 31 The June 30th rates will take effect August. 1, 1989 and supercede the original or prior issuea wage rates except on projects completed before August 1, 1989 When you review the schedule for particular occupations, your attention should be directed to the dates above the column of rates. These dates are the effective dates contained in the latest collective bargaining agreements for that occupation. it is the responsibility of the contracting agency or its agent to provide all prevailing rate schedules to the contractor immediately upon receipt to insure the proper payment of wages to workers. Failure to do so may cause an improper rate to be used and result in the finding of an underpayment. PW -202 (5-89) docm; letterd VERIFYING THE REGISTRATION OF APPRENTICES Certain State and Federal Laws require that apprentices must be individually registered as such in order to be paid apprenticeship rates on Public Work The New York State Labor Department is the official registration agency for apprentices in N -w York State. No other Federal or State Agency or office registers apprentices in New York State. Each year the apprentice training central office in Albany receives hundreds of requests from Federal and State Agencies, Contractors, and other interested parties requesting verification of individual apprentice registrations. The following information is provided in order to clarify New York State procedures. All registered apprentices in New York State are individually registered by name, address, social security number, starting date of training, and other related data. This information is computerized and is available ONLY through the Albany Apprentice Training Central Office. Persons wishing to verify the apprentice registration of any individual should write to the Senior Employment Consultant, New York State Department of Labor, Job Service and Training Division, Building 12, Room 140. State Office Building Campus, Albany, New York 12240 All inquiries MUST include name and social security number and will be answered in writing The response will indicate whether or not the individual 1s registered, and if so, will provide other pertinent information regarding the registration. The only conclusive proof of individual apprentice registration is written verification from the Albany Apprentice Training Central Office. Neither Federal nor State Apprentice Training Offices outside Albany can provide conslusive registration information. It should be noted that the existence of a registered apprenticeship program is not conclusive proof that any individual is registered in that program. Furthermore, the existence or possession of wallet cards, identification cards or copies of state forms are not conclusive proof of the registration of ary 7ndivldual as an apprentice. °w - 203 '4-86` accm. `ette-2e STATE OF NEW YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANY, N. Y 12240 Schedule Type COMPLETE 7B Date 09/25/89 Refer to: PREVAILING RATE CASE NO T/O Southold PRC 8907087 01 to: Mark Petranchuk Location and Type of Project Calocerinos 8 Spina Engineers Obstruction Removal 8 1020 SeventhNo.St. Lighting -Elizabeth Liverpool, NY Field -Fishers Island 13088 T/0 Southold SUFFOLK COUNTY Agency of Jurisdiction TOWN Nature of Project HEAVY 8 HWY CONS -NEW 8 REPAIR Copies of the wage and supplement schedule for the Public Worx Project identified above are enclosed herewith. Sec. 220 3A of the Labor Law requires that certain information be furnished to the Commissioner o4 Labor. ACCORDINGLY, YOU MUST COMPLETE THE FOLLOWING SECTION OF THIS FORM AND RETURN THREE COPIES TO THIS OFFICE IMMEDIATELY UPON NOTIFYING A SUCCESSFUL BIDDER FOR THIS PUBLIC WORK PROJECT Project CANCELLED, POSTPONED or assigned to agency's own employees. If reactivated, will request new rates and supplements. _ ALL Prrme Contracts AWARDED - or bid ACCEPTED (complete items 1 - 8 below) Estimated TOTAL COST of Project Is $ 1(a). Means Used to Award Contract (Check one and indicate date of first legal instrument which bound agency to contract) Letter of Intent Contract Signed Resolution Date Date Date (b). Contracts N07 YET awarded: Gen. Cont. _ Heat 8 Vent. _ Electrical _ Sanitary _ Other 2. Specific Location of Project FOR ALL PRIME CONTRACTORS (NOT SUB -CONTRACTORS) WHO HOLD CONTRACTS DIRECTLY WITH THE SPONSOR OF THIS PROJECT, GIVE THE INFORMATION. IF MORE SPACE IS NEEDED, ATTACH EXTRA SHEETS. 3.Work to be done 4.Name and Address S.Amount of 6. Approx dates for by Prime Contractor of Contractor Contract Starting Completion (a) GEN.CONTR. (b) HEAT/VENT. (c) ELECTRICAL I (d) PLUMBING i (e) —07H -List! on Reverse i I tst mated uate tnt ire rroject nii; ee uomo etee 8 Signature and Title Date PW -16 (1-85) doom: letter7a State of New York Department of Labor PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8907087 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 1 ASBESTOS WORKER WAGES(per hour) 7/01/89- 1/01/90- 12/31/89 6/30/90 Asbestos Worker ............. $ 24.22 24.72 OVERTIME PAY: See ( C, 0 )_on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 i on HOLIDAY PAGE attached. SUPPLEMENTA N F T :(per hour worked) Health/welfare....... 2.64 2.69 Pension ............... 2.06 2.16 Annuity ............... 5.00 5.25 Vacation .............. 2.75 3.05 Listed supplements apply to Al " classifications ( x )Yes ( )No. 8-12 BOILERMAKER WAGES(per hour) 9/01/87- 9/01/88- 9/01/89- 8/31/88 8/31/89 8/31/90 Boilermaker. .... $ 24.50 25.00 26 40 OVERTIME PAY: New Work See ( C,0 ) on OVERTIME PAGE attached OVERTIME PAY: Repair Work See (B.0) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 8,16,23,24) on HOLIDAY PAGE attached ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 5 ) ( 1 - 10 ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage 50% 6b% /0% /b% CVro ao;, yu% IUU7. SUPPLEMENTAL BENEFITS:(per hour worked) Health/welfare ........ $ 8% 8% 8% Pension ............... 11% 14% 15% Apprentice Training... .10 .10 .10 Vacation .............. 7% 7% 7% Annuity .... ......... 17 % 19% 20% Listed supplements apply to A" classifications ( x )Yes ( )No 4-5 GI AZT ER WAGES(per hour) 7/01/89- 1/01/90- 12/31/89 6/30/90 Glazier. .. $ 21.20 Additional OVERTIME PAY: See ( C. 0, V) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Health/welfare. ......$ 2.48 .80 per Pension... 1.31 hour Apprentice Training... .03 Vacation. ... . ..... 2.35 Annuity ............... 5.50 Listed supplements apply to 6" classifications ( x )Yes ( )No B-1087 State of New York Department of Labor PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8907087 70-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY CARPENTER WAGES(per hour) 9/01/86- 8/30/87 Page 2 Building: - Draper .......... .... $ 14.26 OVERTIME PAY: See ( A, E, P, S ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 5,6,9,10,11,12) on HOLIDAY PAGE attached. UPP M NTAN F :(per hour worked) .T Health/Welfare 1.46 Pension ............... 6 % Listed supplements apply to AL classifications ( x )Yes ( )No. B -44D WAGES(per hour) 7/01/87- 7/01/88- 7/01/89- 6/30/88 6/30/89 6/30/90 Building: Carpet/Resilient Floor Coverer.. ... $ 21.66 22.66 23.66 OVERTIME PAY: See ( C. 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 7 ) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. Indentured after 7/01/84 1st. 2nd. 3rd. 4th. 401. 50% 65% 80% SUPPLEMENTAL BENEFITS:(per hour worked) - See below. 8-2241/2287 WAGES(per hour) ------------------------------ 7/01/87- 7/01/88- 7/01/89- 6/30/88 6/30/89 6/30/90 Building: Millwright........... 19.79 20.29 20.79 OVERTIME PAY: See ( C. 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 7 ) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd, 4th, 55% 65% 75% 95% SUPPLEMENTALBEN F T :(per hour worked) Health/Welfare.. 2.67 2.87 3.10 Pension .......... .... 2.59 2.84 3.09 Annuity ............... 3.79 4.31 4.83 Apprentice Training... .17 .20 .20 Vacation .. .......... 2.82 3.12 3 42 Listed supplements apply to A" classifications ( x )Yes ( )No. 8-740 WAG (per hour) ------------------------------ 7/01/87- 7/01/88- 7/01/89- 6/30/88 6/30/89 6/30/90 Piledriver........... 21.66 22.66 23.66 Dockbuilder.......... 21.66 22.66 23.66 OVERTIME PAY: See ( D, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 7 ) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage Indentured After 1st. 2nd. 3rd. 4th. 7/01/84 40% 50% 65% 80% SUPPLEMENTAL BENEFITS:(per hour worked - See below. 8-1456 State of New York Department of Labor Carpenter` (cont) PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8907087 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 3 WAGES(per hour) 7/01/87- 7/01/88- 7/01/89 6/30/88 6/30/89 6/30/90 Marine Construction: Marine Diver. .......? 25.75 26 98 28.21 Tender.... 20.02 20.93 21.84 OVERTIME PAY: See ( D, 0 ) on OVERTIME PAGE attached PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked - See below. 8-1456/D ------------------------------ WAG S(per hour) 7/01/87- 7/01/88- 7/01/89- 6/30/88 6/30/89 6/30/90 Timberman .........$ 20.10 21.01 21.92 OVERTIME PAY: See ( D, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 7 ) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage Inoentured After 1st. 2nd. 3rd. 4th 7/01/84 407 50; 659 807. SUPPLEMENTAL BENEFITS:(per hour worked - See below. 8-1536h ------------------------------ The following Supplemental Benefits apply to the preceding Carpenter categories and/or occupational titles unless otherwise noted. SUPPLEMENTAL BENEFITS:(per hour worked) for ALL Categories Except 1st 8 2nd Year Apprentices Health/Welfare.... ...$ 2.67 2.87 3.10 Pension ............... 2.59 2.84 3.09 Annuity... 1 65 1.75 1 85 Apprentice Training... .17 .20 .20 Vacation .............. 1.80 1.95 2.10 Pension Ins. Fund.. .14 .13 .13 SUPPLEMENTAL BEN F T :(per hour worked) for 1st 8 2nd Year Apprentices indentured after July 1,1984 Health/Welfare........$ 2.67 2.87 3.10 Pension_... ..... 1.30 1.42 1.55 Annuity.. .83 88 .93 Apprentice Training... .17 .20 .20 Vacation... 90 98 1.05 Pension Ins Fund. .14 .13 13 Listed supplements apply to ALL classifications ( x )Yes ( )No 8-nyc/supp State of New York Department of Labor PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8907087 _ 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 4 Carpenter (cont.) WAGES(per hour) 7/01/88- 7/01/89- 6/30/89 6/30/90 Building: Carpenter............ $ 22.50 23.50 Heavy/Highway: Carpenter............ S 22.55 23.55 OVERTIME PAY: See ( C ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 5 ) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. 1st 2nd. 3rd. 4th. 40% 55% 65% 80% SUPPLEMENTAL P. N F T :(per hour worked) Health/Welfare...$ 2 46.2 46 2 83.2.83 Pension. .... ........ 2.23'1.12 2.23'1.12 Apprentice Training. 15• .07 18' .09 Vacation . I .... .. 1 80• 90 1 90' .95 Annuity .............. 2 00.1.00 2.10.1 05 Scholarship Fund.. .. 01• 005 .01' .005 Listed supplements apply to ALL classifications ( )Yes ( x )NO (')1st 8 2nd. term Apprentice Benefits in second column, all others full benefits. 4-SUF ELEVATOR WA (per hour) 7/01/87- 7/01/88- 7/01/89- 6/30/88 6/30/89 6/30/90 Elevator Constructor. -$ 22.82 23.70 24.58 ` Helper.. 17.12 17.73 18.44 Elev. (Modernization).. 19.55• 20.56• 21.57• Helper., 14.66' 15.42' 16.18' OVERTIME PAY;CONSTR.See ( C,M,T ) on OVERTIME PAGE attached. OVERTIME PAY:MODERN.See ( B.F,S ) on OVERTIME PAGE attached. PAID HOLIDAYS: See (5,6,7,11,12) on HOLIDAY PAGE attached SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare........ $ 2.095.2.095 2.245'2.245 2.395.2 395 Pension .. ..... ...... 1.69 •1.69 1.79 •1.79 1.89 '1.89 Annuity - .............. 1.40 •1.25 1.40 '1.25 1.40 •1.25 Listed supplements apply to Ate, classifications ( )Yes ( x )No. (*)'Modernization' supplements appear in second column. 8-1 State of New York Department of Labor PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work _ 8907087 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 5 ELECTRICIAN WAGES(per hour) 6/01/89- 5/01/90- 4/30/90 4/30/91 Electrician.......... $ 26.25 27 25 Audio/Sound. .. 26.25 27.25 OVERTIME PAY: See ( C. 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 1 ) ( 2 - 4 ) ( 3 - 7 ) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th. 35% 45% 55% 65% SUPPLEMENTALBENEF�TS:(percents based on gross wages -others per hour) Health/welfare........$ 12 % 12 % Pension ............... 7.5 % 7.5% Suppl.Unemploy,Benefit .25 .25 Apprentice Training... 12 .12 Annuity. .. ..... ..... 11.5 %' 11.5%' Benefit Fund.......... 3.0% 3.0% Vacation and Holiday.. 9 5 " 9.5% Listed supplements apply to ALL classifications ( )Yes ( x )No. 'Note: 1st, Term (only) Apprentice NOT included in Annuity Fund Benefit 4-25 State of New York Department of Labor PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work _ 8907067 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 6 Applicable on malntanence of traffic signals and street lighting only. WA E (per hour) 6/01/89- 5/01/90- 5/01/91- 4/30/90 4/30/91 4/30/92 Electrician - (Traffic/Street)..... 20.62 21.42 22.30 OVERTIME PAY: See ( B, G, P ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 1 ) ( 2 - 2 ) ( 3 - 3 ) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage 1st. 2nd 3rd. 4th. 35;b 45% 55% 65% SUPPLEMENTAL BENEFITS:(percent on gross wages earned) Health/Welfare........$ 9.5% 9.5% 9.5X Pension. ... .......... 8.5% 8.5% 8.5% Apprentice Training... 1/2% 1/2% 1/2% Annuity .. ............ 9% 9% 9% Vacation and Holidays. 8.5% 8.5% 8.5% Listed supplements apply to A4 classifications ( )Yes ( x )No 'Apprentice Benefits appear in second column 4-25m State of New York Department of Labor PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8907087 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 7 TELEPHONE Rates below are for telephone work up to Point of Demarcation, Point of Demarcation is defined as the point of interconnection between customer provided equipment and telephone company provided facilities. WAG (per hour) 8/07/88- _ Telephone System Technician/Cable Splicing Starting.......... 6.90 After 6 mos....... 7.59 " 12 mos..... . 8.33 " 18 mos...... 9.18 24 mos....... 10.09 " 30 mos....... 11.08 36 mos..... • 12.20 42 mos....... 13.40 48 mos ...... 14.74 " 54 mos ..... 16.20 60 mos. . ..• 17.63 Cable Splicing Technician Helper Start ... ............. 6 08 After 6 mos.... .. 6.68 12 mos .. 7.33 ` 18 mos...... ... 8.06 " 24 mos...... 8 85 " 3C mos........ 9 74 36 mos....... 10.71 42 mos..... 11 78 48 mos.......... 12.94 Service Technician Starting........ 6.90 After 6 mos....... 7.58 " 12 mos....... 8.33 " 18 mos...... 9.15 24 mos....... 10.05 30 mos....... 11.05 36 mos..... 12.14 " 42 mos....... 13.35 48 mos....... 14 66 54 mos....... 16.13 60 mos....... 17.74 OVERTIME PAY: See ( ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( ) APPRENTICES: (None ) SUPPLEMENTAL BENEFITS:(per hour worKed) Health/welfare.. ...$ 10.0% Pension.. .. 1.8% Savings/Security 1.8% Income Protect Fund... 4% Listed supplements apply to ALL classifications ( )Yes ( )No. nytele/ns State of New York Department of Labor PREVAILING RATE SCHEDULE ( " )See NOTICE PAGE ATTACHED Case Number 8907087 SUFFOLK COUNTY Bureau of Public Work 7b-7/01/89 thru 6/30/90 Published - 7/06/89 TELEPHONE(cont) Rates listed below are for installation of customer provided telephone equipment from point of demarcation. WA (per hour) 5/28/89- / / Telephone System Technician Starting.......... 6.73 After 6 mos....... 7.43 " 12 mos ....... 8.20 " 18 mos....... 9.06 24 mos. ..... 10.01 30 mos.... 11.06 36 mos....... 12.21 " 42 mos.... . 13.50 " 48 mos....... 14.90 54 mos... ... 16.46 60 mos....... 18.19 Technician Asst. Start. 6.24 After 6 mos.... ... . 6.85 12 mos.......... 7.51 18 mos... 8.25 24 mos... .,.. 9.05 30 mos... 9.94 Senior Technician Starting....... .. 6.73 After 6 mos....... 7.46 " 12 mos ... .. 8.29 " 18 mos. ..... 9.20 24 mos....... 10.21 30 mos....... 11.34 36 mos....... 12.58 " 42 mos....... 13.-96 48 mos....... 15.50 " 54 mos....... 17.21 " 60 mos....... 19.10 Services Technician Start .......1. .. .. 6.73 After 6 mos.......... 7.43 12 mos.......... 8.20 " 18 mos.......... 9.06 " 24 mos.......... 10.01 30 mos.......... 11.06 36 mos.... .. .. 12.21 42 mos.......... 13.50 48 mos.......... 14.90 54 mos.......... 15.81 OVERTIME PAY: See (B,I,S ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 5,6,16 ) on HOLIDAY PAGE attached SUPPLEMENTAL BENEFITS:(per hour worked) Health/welfare ........ $ 10%•Note Pension ............... 4.8%•Note Training .............. 4.5%•Note Listed supplements apply to A" classifications ( )Yes ( X )No. `Note- Listed Benefits are for Full Time 8 Part Time Employees working 25 or more hours per week. Other Part Time Employee benefits are as follows. 0-16 hrs.- H/W- 0; Pen.- 4.8%; Training- 4.5% 17-24 hrs.- H/W- 5%; Pen. 4.8%; Training- 4.5% att/ + Page 8 State of New York Department of Labor PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work _ 8907087 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 9 IRONWORKER ( x )Ne (*)Apprentice supplements appear in second column ------------------------------ WA S(per hour) 1/02/89- 7/03/89- 1/01/90- 7/02/89 12/31/89 6/30/90 Structural........... $ 21.00 Additional Additional Riggers. .. .... I... 21.00 1.75 per .75 per Machinery Movers...... 21.00 - hour hour " Erectors. .. 21.00 1st. 2nd, 3rd, OVERTIME PAY: See ( B, E, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. Health/Welfare...... .$ 1.755.1.755 ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 10 ) APPRENTICES: ( 1/2 ) year terms at the following wage. 1st 2nd, 3rd. 4th. 5th. 6th. Annuity. 3 50• none 11.34 11.94 11.94 12.55 12.55 12.55 Scholarship Fund. .04• .04 SUPPLEMENTAL BENEFITS:(per hour worked) ( x )No Health/Welfare. .... .$ 2.15.2 15 B-46 WAG S(per hour) 7/01/88- 1/01/89- Pension... ... ...... . 3.25.3.25 12/31/88 6/30/89 12/31/89 Apprentice Training... .18• 18 Additional Additional Vacation .............. 4.80.3 15 .92 to be OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. Annuity.. ... 5.00.2 50 PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. Benefit Fund. ...... 3.30.2.30 Listed supplements apply to ALL classifications ( )Yes ( x )Ne (*)Apprentice supplements appear in second column ------------------------------ 8-40/361 WA E (per hour) 7/01/87- 6/30/88 Reinforcing.......... 21.95 OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 5 ) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd, 3rd, 50% 75% 85% SUPPLEMENTAL SENEFITS:(per hour worked) Health/Welfare...... .$ 1.755.1.755 Pension ............... .9851 .985 Apprentice Training... .08• 08 Vacation.. 2 00• none Annuity. 3 50• none Scholarship Fund. .04• .04 Listed supplements apply to ALI classifications ( )Yes ( x )No (') Apprentice supplements appear in second column. ------------------------------ B-46 WAG S(per hour) 7/01/88- 1/01/89- 7/01/89- 1/01/90- 12/31/88 6/30/89 12/31/89 6/30/90 Ornamental........... 19.19 Additional Additional Additional Chain Link Fence.,... 19.19 .92 to be .92 to be .92 to be OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 4 ) APPRENTICES: ( 1/2 ) year terms at the following percentage of journeyman's wage 1st 2nd. 3rd. 4th. 5th, 6th_. 60% 65% 70% 80% 85% 95% S'PF'EMENTAL BEN FITS:(per hour worked) Hea'tn/Welfare 2 68 allotted allotted allotted Pension,. 3 18 at a at a at a Apprentice Training .. 30 later later later ✓acat,on 2 84 date aate nate Annuity 5 50 Listee Supplements apply to ALL classifications ( x )Yes ( )Ne B-580 PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public work 8907087 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 10 LABORER WA (per hour) 7/01/89- 6/30/90 Building taborer: All Classifications ... $ 18.80 OVERTIME PAY: See ( A,E,0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare........$ 2.48 Pension ............... 2.83 Vacation ....... ...... 1.03 Annuity ............... .30 Legal ............ .... .15 Training .............. 1.00 Safety Fund........... .05 Listed supplements apply to AL classifications ( x )Yes ( )No. 4-66 ------------------------------ Laborer(Heavy/Highway): Group # 1: Asphalt Rakers and Formsetters. Group # 2: Aspnalt Shovelers and Tampers Group # 3: Basic Laborer, Power Tool, Trackmen, Landscape, Pipelayer, Jackhammer and Concrete WAG S(per hour) 7/01/87- 7/01/88- 7/01/89- 6/30/88 6/30/89 6/30/90 Heavy/Highway Laborer: Group # 1 ............. $ 15.92 16.90 17.95 Group # 2 ............. 15.55 16.52 17.54 Group # 3 ............. 14.34 15.26 16.24 OVERTIME PAY: See ( B, H ) on OVERTIME PAGE attached. PAID HOLIDAYS: See (2,4,6,7,11,12,26) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare........$ 13 % 13% 13% Pension ............... 13 % 13% 13% Vacation ............ . 1.00 1.00 1.00 Annuity ............... 1.00 1.00 Suppl. Unempl..... 25.00wk 25.00wk 25.00wk Listed supplements apply to ALL classifications ( x )Yes ( )No 4-1298 State of New York Department of Labor PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8907067 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 11 LATHER WAGES(per hour) 7/01/89- 6/30/90 Lather (Wood Wire 8 ,einforcing)... 22 45 _ OVERTIME PAY: See ( C, 0, V' ) on OVERTIME PAGE attached. 'Annuity & Vacation Only PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO;_ Apprentice(s) to Journeymen ( 1 - 5 ) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 50% 75% 85% SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare ........$ 3.22'3.22 Pension ............... 1.75.1 75 Apprentice Training... 08' 08 Vacation .............. 2.25' Same % Wage Annuity.. ... . 4.00' Same % wage Scholarship Fund...... 04' .04 Listed supplements apply to ALL classifications ( )Yes ( x )No. Apprentice supplements appear in second column. 8-46 State of New York Department of Labor PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8907087 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 12 MASON/TILE/TERRAZZO WAG S(per hour) 6/01/89- 5/31/90 Building: Bricklayer............ S 24.43 - OVERTIME PAY: See ( A, E, 0, W ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 6 ) APPRENTICES: ( 750 hours) terms at the following percentage of Journeyman's wage. ist 2nd 3rd, 4th 5th(500hr) 6th(500hr) 50% 60% 70% 80% 90% 95% SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare ........ $ 2.61.2.61 Pension ............... 3.04.3.04 Annuity ............... 3.25.1.70 Listed supplements apply to A" classifications ( x )Yes ( )No. ( ) Apprentice Benefits appear in second column 6-NYDC WAGES(per hour) 7/01/88- 7/01/89- 6/30/89 6/30/90 Cement Finisher....... 21.72 Additional OVERTIME PAY: See ( C, 0, V) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 10 ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th. 5th, 6th. 50% 60% 70% 60% 90% 95% ,SUPPLEMENTALBENEFITS:(per hour worked) Health/Welfare........$ 2.61 1.67 to Pension ............... 2.82 be allotted Apprentice Training... .09 at a later Annuity ............... 4.00 date. Listed supplements apply to A" classifications ( x )Yes ( )No. B-780 WAG S(per hour) 7/01/89- 6/30/90 Building: Plasterer ............. 20.10 OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( ) ( ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd 3rd. 4th. 5th. 6th. 40% 50% 60% 60% 80% 80% SUPPLEMENTALBENEFITS:(per hour worked) Health/Welfare........$ 3.97•Appr. % of 3.97 Annuity ............... 3.25' % of 3.25 Apprentice Training... .01• % of .01 Vacation....... .... 2.25•Appr. % of 2.25 Listed supplements apply to A" classifications ( )Yes ( X )No. (•) Apprentice supplements appear in second column. B-852 State of New York Department of Labor PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work _ 8907087 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 13 Mason (cont) C, 0 ) on OVERTIME PAGE attached. - PAID HOLIDAY: See ( WAG S(per hour) 1/01/88- 7/01/88- 1/01/89- 7/01/89- 6/30/88 12/31/88 6/30/89 12/31/89 Building: 2.48 1.00 per 1.00 per Pension ............... Mosaic 8 3.25 hour hour Supp.Unemploy.Benefit. .3rrazzo Worker,. 21.61 Additional Additional Additional OVERTIME PAY: See ( C. 0 ) on OVERTIME PAGE attached. Listed supplements apply PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. WA ES(per hour) SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare ........ $ 2.48 1.00 per 1.00 per 1.00 per Pension.. 3.25 hour hour hour Supp.Unemploy.Benefit. .50 OVERTIME PAY: See ( C. Vacation .............. 2.00 PAID HOLIDAY: See ( 1 Listed supplements apply to A" classifications ( x )Yes ( )No. 8-3 WAG (per hour) 1/01/88- 7/01/88- 1/01/89- 7/01/89- 2.18 6/30/88 12/31/88 6/30/89 12/31/89 Building: 3,00 Vacation,. .... . ... Mosaic and 1 625 Annuity. . . .. .. .. Terrazzo Helper 19.40 Additional Additional Additional OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare........$ 2.48 1.00 per 1.00 per Pension ............... 3.25 hour hour Supp.Unemploy.Benefit. 1.40 Vacation .............. .50 Listed supplements apply to &" classifications ( x )Yes ( )No. WA ES(per hour) 4/18/89- 4/16/90- 4/15/90 4/28/91 Building: Tile Setter........... 22.98 23.48 OVERTIME PAY: See ( C. 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare .. .$ 2.18 2.43 Pension.. ........... 3 00 3,00 Vacation,. .... . ... 1 625 1 625 Annuity. . . .. .. .. 1.50 2.35 Listed supplements apply to A" classifications ( x )Yes ( )No. WA S(per hour) 5/29/89- 5/27/90 Building: Tile Layer Helper .... $ 20.80 OVERTIME PAY: See ( A. 0 ) on OVERTIME PAGE attached. PAID HOLIDAY_; See ( 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS__(per hour worked) Health/Welfare..... ...$ 1.75 Pension . . ........... 1.50 Annuity...... . .... 3.20 Listed supplements apply to ALL classifications ( x )Yes ( )No. 1 00 per hour B-35 8-52 8-88 State of New York Department of Labor PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8907087 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 14 Mason (cont.) WAGES(per hour) 7/01/89- 6/30/90 Cutting Cleaner(Mason) $ 22.19 — Sandblasting(Mason)... 22.84 Painter, Cleaner,& Caulker(Mason). 21.59 OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 5 ) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. 1st 2nd 3rd. 55% 70% 85% SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare........$ 2.70 Pension ............... 3.13 Benefit Fund.......... 3.55 Education Fund.. ...... .30 Annuity ............... 2.25 Listed supplements apply to ALL classifications ( )Yes ( x )No (*)Apprentice supplements appear n second column. 4-66w WAGES(per hour) 1/01/86- 6/30/86 Stone Mason........... $ 21.50 OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare........$ 2.75 Pension - -- Annuity ............... 3.00 Listed supplements apply to _Aj..� classifications ( x )Yes ( )No. 8-33 WAGES(per hour) 1/01/87- 6/30/87 Stone Setter.......... S 20.86 OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 10 ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage 50% 55% 50% 65% 7U% tlU% 9U% Wb% SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare........$ 1.75 Pension. .............. 2.00 Security Benefit...... .60 Apprentice Training... .10 Vacation .............. 2.00 Annuity ............... 4.50 Listed supplements apply to A" classifications ( x )Yes ( )No. 8--84 PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 8907087 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 15 Mason (cont..) ` WAGES(per hour) 7/01/89- 1/01/90- 12/31/89 6/30/90 Derrickman/Rigger $ 22.36 Additional OVERTIME PAY: See ( C, 0, V ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 10 ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th. 5th. 6th. 50% 60% 70% 80% 90% 90% SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare ........ $ 2.24 1.11 Pension ............... 3.10 per hour Apprentice Training... 10 Vacation ........... .. 3.50 Annuity .............. 5.50 Listed supplements apply to A" classifications ( x )Yes ( )No. B-197 WAGES(per hour) 1/01/88- 6/30/88 Building: Marble Sawyer, Rubber 8 Polisher., .. .. .. 21.88 OVERTIME PAY: See ( A, G ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5,6,8,10,15 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare........ $ .96 Pension ............... 1.58 Supp.Unemploy.Benefit. .25 Vacation ........ ..... 3.25 Annuity ............... 3.25 Listed supplements apply to -A&L classifications ( x )Yes ( )No. 8-1 WAG (per hour) 1/01/88- 6/30/88 Building: Marble Cutters 8 Setters .. ......... 19.10 OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY. See ( 5, 6, 8,10,15 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(pr hour worked) Health/Welfare........$ .96 Pension ............... 1.58 Supp.Unemploy.Benefit .40 Vacation .............. 3.75 Annuity.. .......... 5.00 Listed supplements apply to 6.LL classifications ( x )Yes ( )No. 8-4 State of New York Department of Labor PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work _ 8907087 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 16 Mason (cont...) WAG S(per hour) 1/01/88- 6/30/88 Marble Finishers...... S 17.57 — OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5, 6,8,10,15 ) on HOLIDAY PAGE attached. SUPPLEMENTALBENEFITS:(per hour worked) Health/Welfare........$ .96 Pension... .......... . 1.58 Supp Unemploy.Benefit. 69 Vacation.. ... ....... 3.30 Annuity ............... 5.00 Listed supplements apply to 6" classifications ( x )Yes ( )No. 8-10 PAINTER WA (per hour) 10/01/88- 10/01/89- 10/01/90- 91130/89 9/30/90 9/30/9' Steel: Steel 24.50 25 75 27 50 " Spray...... . 26.50 27 75 29.50 Sandblasting..... 26.50 27 75 29.50 " Power Tool....... 26.50 27.75 29.50 OVERTIME PAY: See ( C,F,R ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 10 ) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 50% 65% SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare. ......$ 17 % 17 % 17 % Pension ............... 1.45 2.00 2.00 Apprentice Training... 1/2 % 1/2 % 1/2 % Vacation ....... ...... 6 % 6 % 6 % Annuity ............... 11 % 11 % 11 % Listed supplements apply to A" classifications ( x )Yes ( )No. 8-806 ------------------------------ WAGES(per hour) 2/01/88- 8/01/88- 2/01/89- 7/31/88 1/31/89 7/31/89 Drywall Taper......... $ 20.95 21.58 22.23 OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare........$ 2.56 2.56 2.56 Pension ............... .71 .71 .71 Vacation .............. 9 % 9 % 9 % Annuity ............... 10 % 10 % 10 % Apprentice Training... .01 .01 .01 Listed supplements apply to ALL classifications ( x )Yes ( )No 8-1974 ------------------------------ State of New York Department of Labor Painter (cont) WAGES(per hour) PREVAILING RATE SCHEDULE ( ' )See NOTICE PAGE ATTACHED Case Number 8907087 SUFFOLK COUNTY 4/01/89- 3/31/90 Brush .................. 22.49 -tructural Steel/Bridge 27.46 Spray, Scaffold........ 24.96 Sandblasting........... 27.46 Paper Hanger........... 22.49 OVERTIME PAY: See ( A. 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. Bureau of Public Work 7b-7/01/89 thru 6/30/90 Published - 7/06/89 Page 17 ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 5 ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th. 5th. 6th 501. 60% 65% 70% 80% 90% SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare ........ $ 3.88.3.28 Pension ............... 2.00.2.00 Apprentice Training.. .44' .44 Annuity ............... 2.75' = Appr.% of 2,75 Other (Legal)......... .10' .10 Safety 8 Health..,... 45' .45 Listed supplements apply to ALL classifications ( )Yes ( x )No (1)1st yr Rate is, H/W=1.82, Pen=1.07, App7rg=.23, S.8 H.=.21 (') Other Apprentice Supplements appear in second column. 4-1486 PLUMBER WAG S(per hour) 7/01/89- 1/01/90- 7/01/90- 1/01/91- 12/31/89 6/30/90 12/31/90 4/30/91 Plumber .............. $ 24.85 25.47 26.24 27.10 OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 5 ) APPRENTICES: ( 1 ) year terms at the following wage. 1st. 2nd. 3rd. 4th. 5th. 11.18 12.43 16.15 17.40 18.64 for 7/01/89 to 12/31/89 11.46 12.74 16.56 17.83 19.10 for 1/01/90 to 6/30/90 11.81 13.12 17.06 18.37 19.68 for 7/01/90 to 12/31/90 12.20 13.55 17.62 18.97 20.33 for 1/01/91 to 4/30/91 SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare........$ 2.39'note 2.44'note 2.70"note 2.94'note Pension... 1.64'note 1.84'note 1,90`note 1.95'note Apprentice Training .24'note .24'note 24'note .24`note Vacation.... ......1. 1.30'note 1.30'note 1.30'note 1.30'note Annuity... ......... 3.70'note 3.95'note 4.00'note 4.00'note Security Benefit. ... 1.00'note 1.00"note 1.00'note 1.00'note Listed supplements apply to A" classifications ( )Yes ( x )No. (')Note -Apprentice supplements appear below. 7/89 to12/89 -1st. yr. H/W-1.46 PEN. -1.03 Appr.-.14 Ann. -2.28 Vac. -.75 Sec. -.53 2nd. yr. 1.47 1.05 .15 2.29 .80 Sec. -.53 3rd. yr. 1.52 1.09 .16 2.29 186 Sec. -.53 4th, yr. 1.53 1.09 1 .16 2.30 .93 Sec. -.53 5th. yr. 1.56 1.11 1 .17 2.31 .98 Sec. -.53 1/90 to 6/90 -1st. yr. H/W-1.49 PEN. -1.14 Appr.-.14 Ann. -2.43 Vac. -.75 Sec. -.53 2nd. yr. 1.50 1.17 .15 2.44 .80 Sec. -.53 3rd. yr. 1.55 1.19 .16 2.44 .86 Sec. -.53 4th. yr. 1.56 1.21 .16 2.45 .93 Sec. -.53 5th. yr. 1.59 1.23 .17 2.46 .98 Sec. -.53 7/90 tol2/90 -1st. yr. H/W-1.65 PEN. -1.19 Appr.-. 14 Ann. -2.46 Vac -.75 Sec. -.53 2nd. yr. 1.66 1.21 .15 2.47 .80 Sec. -.53 3rd. yr. 1.71 1.23 • .16 2.47 .86 Sec -.53 4th. yr. 1.72 1.25 .16 2.48 ` .93 Sec. -.53 5th. yr. 1.75 1.27 17 " 2.49 ' .98 Sec. -.53 1/91 to 4/91 -1st. yr. H/W-1.79 PEN. -1.22 Appr -.14 Ann. -2 46 Vac -75 Sec. -.53 2nd yr. 1.80 1.24 .15 2.47 .80 Sec. -.53 3rd. yr. 1 85 1.26 .16 2.47 .86 Sec. -.53 4th. yr. 1.86 1.28 .16 2.48 .93 Sec.- 53 5th. yr. 1.89 1.30 17 2.49 .98 Sec.- 53 4-775 State of New York Department of Labor STEAMFITTER-ISPRINKLER FITTER PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8907087 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 18 WAG (per hour) 6/29/88- 12/28/88- 12/27/88 6/27/89 Steam Fitter.......... $ 25.05 - Additional - Sprinkler Fitter...... 25.05 1.00 to be OVERTIME PAY: See ( C,O,V ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 3 ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th. 5th. 6th. 7th 8th 40% 40% 50% 50% 65% 65% 80% 80 SUPPLEMENTAL SENEFITS:(per hour worked) Health/Welfare........ $ 2.35'= % allotted Pension ............... 2.00'= % at a Security Fund......... 2.601= % later Training Fund......... .20•.20 date Vacation.... .. ...... 2.75'= % Listed supplements apply to ALL classifications ( )Yes ( x )No. (')Apprentice supplements appear in second column. 8-6386/s State of New York Department of Labor PREVAILING RATE SCHEDULE ( ' )See NOTICE PAGE ATTACHED ase Number 8907087 SUFFOLK COUNTY Bureau of Public Work 7b-7/01/89 thru 6/30/90 Published - 7/06/89 Page 19 ROOFER WAG S(per hour) 4/01/89- 10/01/89- 4/01/90- 9/30/89 3/31/90 9/30/90 Roofer ............... $ 19.34 Additional Additional Waterproofer........... 19.34 1.20 per hr. .60 per hr. OVERTIME PAY: See ( A, E. 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 6 ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th 5th. 6th 50% 55% 60% 65% 70% 75% SUPPLEMENTAL N F .T . :(per hour worked) Health/Welfare.....3.98'Term % Pension ............... 2.78• Apprentice Training... .03' .03 Vacation .............. 3.00.7erm % Annuity ............... 1.69' ' Listed supplements apply to A" classifications ( )Yes ( X )No. 'Apprentice supplements appear in second column 4-154 SHEETMETAL WORKER WAGES(per hour) 8/01/88- 2/01/89- 8/01/89- 2/01/90- 1/31/89 7/31/89 1/31/90 7/31/90 Sheetmetal Worker.... $ 23.83 Additional Additional Additional OVERTIME PAY: See ( C, 0, V ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 4 ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th. 5th. 6th. 7th. 8th. 7.15 8.34 11.39 12.56 13.71 14.74 15.91 18.27 SUPPLEMENTAL 'ENEFITS:(per hour worked) Health/Welfare .......$ 2.32'note 1.00 per 1.00 per 1.25 per Pension ............... 2.69.2.69 hour hour hour Suppl.Unemploy.Benefit .11' .04 Vacation .............. 2.001note Annuity ............... 3.00'note Education Fund. . ... .27' .27 Scholarship Fund... .02' .02 Listed supplements apply to ALL classifications ( )Yes ( x )No. (')Apprentice supplements appear in second column. H/W-term/amt -1st- 61; 2nd -.82; 3rd -1.10; 4th -1.33; 5th -1.66; 6th thru 8th -2.32 Vac-term/amt -1st-.80;2nd-.90;3rd-1.06;4th-1.17;5th-1.28;6th-1.39:7th-1.50;8th-1.72 Ann.-term/amt.-1st-.24;2nd-.29;3rd-.77;4th-.97;5th-1.09;6th-1.00;7th-1,42;8th-2 27/8-26 OVERTIME PAY: See ( A. E, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See( 5,6,10,11,12,16 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 1 ) ( 1 - 4 ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th. 5th 6th 7th. 8th. 9th 10th 40% 45% 50% 55% 60% 65% 70% 75% 80% 85% SUPPLEMENTAL BENEFITS:(per hour worked) 1st Yr 1st Yr 1st yr 1st yr Health/Welfare........$ 7 % '.41 7 % •.41 7 % •.41 7 % '.41 Local Pension......... 8 % '2 % 8 % '2 % 8 % '2 % 8 % 12 % National Pension... 43 •.43 .46 '.46 47 • 47 .48 1.48 Apprentice Training... 10 '.10 .11 1.11 .12 1.12 .12 '.12 Vacation ............. 8 % •2 % 8 % •2 % 8 % '2 % B % •2 % Annuity ............... 1.85 '-.-- 2.00 •-.-- 2.00 •- -- 2.14 Listed supplements apply to &" classifications ( )Yes ( x )No. lst yr.Appr. Supp. appear in second column. H/W-after 2nd yr -7%; Pen. -2nd yr. 6% and after 3rd yr 8%; Vac. -2nd yr 2%,3rd yr 4% and 4th yr. 6%; Ann. -2nd yr 0 ,3rd yr 1.00 per day, 4th yr. 2.00 per day, 5th yr 3.00 per day. B-137 PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 8907087 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 20 WELDER Welder To be paid the rate of the mechanic performing the work. TEAMSTER Truck Driver(Building and Heavy/Highway): GROUP 1: Chauffeur and Excavation. GROUP 2: Euclid and Turnapull type trucks GROUP 3: Other WAGES(per hour) 7/01/88- 7/01/89- 6/30/89 6/30/90 Truck Driver (Building and Heavy/Highway): Group 1 .............. 17.385 18.36 Group 2 .............. 17.825 18.43 Group 3 ............... 15.59 16.09 OVERTIME PAY: See ( B, E. P, T ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5,6,7,11,12 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare .. . $ 3.09.3.09 3.51.3.51 Pension, .. .......... 2.8525'2 8525 3 10.3.10 Annuity...... . ..... 4 3125.3.9575 4.8275.4 395 Listed supplements apply to ALL classifications ( )Yes ( X )No 'Group 3 supplements appear 1n second column 4-282nsh SIGN ERECTOR WAGES(per hour) 7/01/86- 7/01/87- 7/01/88- 1/01/89- 6/30/87 6/30/88 12/31/88 6/30/89 Sign Erector......... $ 17.80 18.75 19.50 20.25 OVERTIME PAY: See ( A. E, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See( 5,6,10,11,12,16 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 1 ) ( 1 - 4 ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th. 5th 6th 7th. 8th. 9th 10th 40% 45% 50% 55% 60% 65% 70% 75% 80% 85% SUPPLEMENTAL BENEFITS:(per hour worked) 1st Yr 1st Yr 1st yr 1st yr Health/Welfare........$ 7 % '.41 7 % •.41 7 % •.41 7 % '.41 Local Pension......... 8 % '2 % 8 % '2 % 8 % '2 % 8 % 12 % National Pension... 43 •.43 .46 '.46 47 • 47 .48 1.48 Apprentice Training... 10 '.10 .11 1.11 .12 1.12 .12 '.12 Vacation ............. 8 % •2 % 8 % •2 % 8 % '2 % B % •2 % Annuity ............... 1.85 '-.-- 2.00 •-.-- 2.00 •- -- 2.14 Listed supplements apply to &" classifications ( )Yes ( x )No. lst yr.Appr. Supp. appear in second column. H/W-after 2nd yr -7%; Pen. -2nd yr. 6% and after 3rd yr 8%; Vac. -2nd yr 2%,3rd yr 4% and 4th yr. 6%; Ann. -2nd yr 0 ,3rd yr 1.00 per day, 4th yr. 2.00 per day, 5th yr 3.00 per day. B-137 PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 8907087 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 21 HIGHWAY STRIPER WAGES(per hour) 4/01/88- 4/01/89- 4/01/90- 3/31/87 3/31/90 3/31/91 Painter(Striping-Highway etc.): Striping -Machine Oper.$ 14.04 14.60 15.62 " Helper......... 12.43 12.93 13.84 Linerman.............. 14.50 15.08 16.14 OVERTIME PAY: See ( B,E,P,S ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5,6,8,10,11,12,15,16 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare ........ $ 11 % 11 % 11% Pension ............... 4 % 4 % 4% Vacation .............. 7 % 7 % 7% Listed supplements apply to _ALL classifications ( x )Yes ( )No. 8-230 TREE TRIMMER WA (per hour) 10/1/85- 9/30/86 Tree Trimmer: Trimmer -T 7 (start)... $ 7.75 -T 6 after 6 mo. 8.32 -T 5 12 mo. 8.54 -T 4 18 mo. 8.93 " -T 3 24 mo. 9.70 -T 2 _ 30 mo. 10.14 -T 1 36 mo. 11.56 Driver,Groundsman...... 9.53 OVERTIME PAY: See ( B, E. 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See (5,6,7,8,11,12,18,19)) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: (per hour worked) Health/welfare........ $ Contr.Provide H. 8 W. + $10,000 Life Ins. Annuity ............... .35 Holidays .............. (12 paid). Vacation - after 15 mo./l week. -after 30 mo./2 weeks. -after 10yrs/3 weeeks. -pro-rated if less than 1700 hrs.in prior year. Listed supplements apply to ,A" classifications ( x )Yes ( )No. 4-1049t State of New York Department of Labor PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8907087 SUFFOLK COUNTY b-7/01/89 thru 6/30/90 Published - 7/06/89 Page 22 SURVEY CREW WA :(per hour) 7/01/89- 6/30/90 Survey Rates -Building: Party Chief......... 21.02 - Instrument Man...... 18.36 Rodman/Chainman..... 12.16 OVERTIME PAY: See ( A,E,G ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5,6,7,11,12 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: (Per hour worked) Health/Welfare........ 2.10 Pension.......,. 1.90 Apprentice Training... .20 Vacation .............. 1.00 Annuity ............... 4.25 Listed supplements apply to A" classifications ( x )Yes ( )No 8-15Db ------------------------------ WAGES:(per hour) 7/01/89- 6/30/90 Survey Rates-Heavy/Hiway: Party Chief. 21.01 Instrument Man .... 17 40 Rodman/Chainman ... 15.28 OVERTIME PAY: -See (B,E,0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5,6,7,11,12 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: (Per hour worked) Health/Welfare........ 2.10 Pension ............... 1.90 Apprentice Training... .20 Vacation, ............. 1.00 Annuity ............... 4.25 Listed supplements apply to Aye classifications ( x )Yes ( )No. 8-150 SURVEY CREW - CONSULTING ENGINEERS Feasibility and preliminary design surveying, line and grade surveying for inspection or supervision of construction when performed under a consulting engineer agreement. WAGES:(per hour) 8/01/88- 7/01/89- 7/01/90- 6/30/89 6/30/90 6/30/91 Survey Rates: Party Chief......... 18.01 18.61 19.01 Instrument Man...... 15.18 15.78 16.18 Rodman/Chainman. ... 12.43 13.03 13.43 OVERTIME PAY: See ( B,E,0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5,6,7,11,12 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: (Per hour worked) Health/Welfare........ 1.35 1.60 1.85 Pension...... ..... 1.00 1.10 1.20 Apprentice Training... .05 .05 .05 Suppl Unempl. Benefit 05 .05 .05 Vacation. ..,.. .... .72 72 72 Annuity. ....... 1 25 1.50 2.00 Listed supplements apply to ALL classifications ( x )Yes ( )No 8-15Dc State of New York Department of Labor PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8907087 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY DRILLING WA S(per hour) 10/17/87- 10/16/88 Core Drilling: Driller............ $ 15.405 Helper.......... 13.645 OVERTIME PAY: See ( B, E, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 5, 6 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare ........ $ 2.07 Pension ............... 2.10 Vacation .............. .19 Listed supplements apply to AL classifications ( x )Yes ( )No ------------------------------ WAG (per hour) 8/01/86- 8/01/87- 8/01/88 - 7/31/87 7/31/88 7/31/89 Well Driller: " Driller ......... $ 16.40 Additional Additional Helper..... 14.40 1.00 1.00 OVERTIME PAY: See (B,E,P ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5, 6, 10, 12 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 1 ) ( 1 - 6 ) SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare........ $ 9 ro to be to be Pension ............... 2.75 allocated allocated Annuity Fund........., 1.50 later. later Listed supplements apply to &" classifications ( x )Yes ( )No. Page 23 8-1536 4-138we11 State of New York Department of Labor PREVAILING RATE SCHEDULE ( • )See NOTICE PAGE ATTACHED Case Number 8907087 Bureau of Public Work 7b-7/01/89 thru 6/30/90 Published - 7/06/89 SUFFOLK COUNTY Page 24 POWER EQUIPMENT OPERATOR WAGES(per hour) 7/01/89 - Building: 6/30/90 Hoist(Multiple Platform) 23.85 Lead Engineer 22.455 Hoist(Tandem Platform 22.23 Tower Crane(Engineer) 21.81 SideBoom Tractor(Used in tank work) 21.515 Scoop, Carry -all, Scraper in tandem 21.43 Boom Trucks or Cranes (used for stone setting or structural steel) 21.38 CMI or Maxim Spreader, Concrete Spreader, Derricx, Sideboom Tractor 21 355 Tank Work 21.28 Hoist, 2 Drum, Hoist, 3 Drum 21.23 Backhoe,Dragline, Gradall, Pi 1e Driver, Shovel 21.255 Elevator, Fork Lift, Hoist, 1 Drum 20.17 Batching Plant(on site of job), Power Winch(used for stone or steel), Power Winch (Truck Mounted -used for stone or steel), Pump, Concrete 21 155 Dredge 20.815 Roller, Trench Machine 21.055 Welding Machine, Structural Steel 21.03 Boom Truck, Crane, Crawler or Truck, Conveyor(Multi), Plant Engineer, Stone Spreader (Self -Propelled) 21.005 Asphalt Spreader 20.98 Fork Lift(Walk Behind, Power Operated) 20.97 Compressor(Structura Steel) 20.955 Boiler, Bulldozer, Compressor(on Crane), Compressor(Pile Work), Compressor( stone setting), Concrete Breaker, Conveyor, Generator -Pile Work, Loading Machine(Front End), Maintenance Engineer,Powerhouse, Power Winch(used for other than stone or steel), Power Winch, Truck Mounted(used for other than stone or steel, Pulvi-Mixer,Pump(Dble Action Diaphragm), Pumps(Gypsum, Hydraulic, Jet, Single Action- 1 to 3, and Well Point), Welding and Burning, Welding Machine (Pile Work) 20.805 Curb Machine(Asphalt or Concrete), Curing Machine, Pump(Submersible), Maintenance Man 20.65 Grader 20.58 Compressor, Compressor(2 or more in battery), Generator, Mulch Machine, Pin Puller, Portable Heaters, Pump(4 inches or over), Track Tamper(2 Engineers,Each), Welding Machine 20.555 Stiping Machine 20 48 Bulldozer(used for excavation), Fireman, Loading Machine, Powerbroom, Vac -All 20.43 Concrete Saw or Cutter, Mixer(with Skip), Mixer(2 Small with or without Skip), Pump(Up to 3 inches),Tractor,Craterpillar or Wheel, 20.055 Scoop(Carry-All Scraper) 20.43 Hydra Hammer, Ridge Cutter 19.97 Bending Machine, Dinky Locomotive, Generator(Small), Vibrator(1 to 5), 19.805 Power Buggies 19.68 Stump Chipper and Oiler 19.455 Mechanical Compactor(Hand Operated), Trench Machine(Hand) 19.43 OVERTIME PAY: See ( D, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5,6,7,11,12 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 1 ) ( 1 - 6 ) SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare....... S 3.52 Pension... ... 2 75 Apprentice Training.. .25 Annuity.... ....... 4.00.Overtime Rate for of hours Suppl. Unempl. 20 Other . .. .. 25 Listed supplements apply to ALL classifications ( )Yes ( )Ne 4-138b ------------------------------ PREVAILING RATE SCHEDULE ( ' )See NOTICE PAGE ATTACHED State of New York Department of Labor Operating Engineer (cont) WAGES(per hour) 7/01/89- 6/30/90 Case Number 8907087 SUFFOLK COUNTY Bureau of Public Work 7b-7/01/89 thru 6/30/90 Published - 7/06/89 Page 25 HEAVY / HIGHWAY: Lead Engineer 23.08 Scoop(Carry-All,Scraper in Tandem), Tower Crane(Engineer), 21.605 - Backhoe, Crane(Stone Setting)„ Crane(Structural Steel), Dragline, Gradall, Pile Driver, Road Paver, Shovel 21.35 Batching P1ant(on site of job), Crane(on Barge), Sideboom Tractor(used in tank work), Tank Work 21.205 Hoist(3 Drum), Power Winch(Truck Mounted -used for stone or steel), Power Winch(used for stone setting and/or structural steel),Trench Machine 21 . 195 Asphalt Spreader,Boom Truck,Boring Machine(other than Post Holes), CMI or Maxim Spreader, Crane(Crawler or Truck), Concrete Spreader, Conveyor, Multi, Plant Engineer, Sideboom Tractor,Stone Spreader(self propelled) 20.98 Boring Machine, Post Holes 20.92 Compressor(Stone Setting),Compressor(Structural Steel), Welding Machine(structural steel) 20.865 Dredge 20.815 Work Boat 20.805 Compressor(on Crane), Compressor(Pile Work), Generator -Pile Work, Hoist,2 Drum, Loading Machine(Front-End), Powerhouse, Power Winch(Truck Mounted -used for other than stone or steel),Power Winch(other than stone or struct,steel),Welding Machine,Pile Work 20.705 Mechanical Compactor, Machine Drawn, Roller(over 5 Ton) 20.52 Boiler 20.48 Pump, Concrete 20.44 Compressor(2 or more in battery 20.40 Grader 20.385 Bulldozer, Concrete Finishing Machine, Conveyor,Curb Machine,Asphalt or Concrete, Curing Machine, Dinky Locomotive, Fireman, Fork Lift, Hoist,l Drum, LoadingMachine, Maintenance Machine,Pulvi-Mixer, Pump(4 inches or over), Pumps(Hydraulic, ,Jet, Submersible and Well Point), Roller(5 ton and under), Scoop,Carry-A11,Scraper, Maintenance Man, Vac -All, Welding 8 Burning 20.17 Generator 20.09 Portable Heaters 20.345 Compressor, Mulch Machine, Pin Puller, Pump(Double Action Diaphragm),Pump-Gypsum, Pump(Single Action 1 to 3), Striping Machine, Welding Machine 19.795 Powerbroom 19.225 Concrete Saw or Cutter, Fork Lift,Walk Behind,Power Operated, Hydra Hammer, Mixer(with Skip), Mixer(2 Small with or withour Skip), Power Buggies, Power Grinders, Concrete Breaker, Ridge Cutter 19.08 Vibrator(1 to 5) 18.875 Oiler, Root Cutter, Stump Chipper, Oiler, Track Tamper(2 Engineers,Each), Deck Hand 18.77 Generator(Small) 18.765 Bending Machine, Pump, Centrifugal(up to 3 inches), Trench Machine(hand) 18.73 Tractor,Caterpillar or Wheel 18.555 OVERTIME PAY: See ( D, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5,6,7,11,12 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 1 ) ( 1 - 6 ) SUPPLEMENTALBENEFZTS:(per hour worked) Health/Welfare........$ 3.52 Pension ............... 2.75 Apprentice Training... .25 Annuity ............... 4.00. Overtime Rate for 0. T. hours. Suppl. Unemp........... 120 Other ............. .25 Listed supplements apply to A" classifications ( x )Yes ( )No. 4-138h State of New York Department of Labor PREVAILING RATE SCHEDULE Case Number 8907087 SUFFOLK COUNTY ( )See NOTICE PAGE ATTACHED Bureau of Public Work 7b-7/01/89 thru 6/30/90 Published - 7/06/89 Page 26 MARINE CONSTRUCTION 9/30/89 9/30/90 9/30/91 Drill Boat: WA^ S(per hour) 10/01/88- 10/01/89- 10/01/90- 19.13 9/30/89 9/30/90 9/30/91 Hydraulic Dredge: - 20.07 20.63 Driller/Welder/Machinist 19.14 19.88 20.43 Leverman 18.00 18.13 18.85 19.53 Helper Engineer 17.48 19.01 18.15 18.65 P, S ) on OVERTIME PAGE attached. Maint.Engineer 17.23 10, 15 ) 17.89 18.39 (per hour worked) Derrick Oper. 17.48 Health/Welfare .. ...4 18.15 18.65 1.56 1.56 Chief Mate on Dredge 17.23 1.03 17.89 18.39 Vacation.... ........ Mate 16.14 81. 16.76 17.23 to ALL classifications ( x )Yes DeckHand 14.24 14.65 14.93 Oiler 14.75 15.18 15.47 Fireman 14.75 15.18 15.47 Shoreman 14.24 14.65 14.93 Boat Captain 16.26 ------------------------- 16.89 17.36 Tug Boats: Tug Master 16.98 17.63 18.12 Tug Captain 16.26 16.89 17.36 Tug Chief Engineer 16.56 17.20 17.68 Tug Engineer 16.26 16.89 17.36 Tug Deckhand 14 ------------------------- 41 14 83 15.11 Dipper and Clamshell Dredges: Operator 16.31 19.17 19.86 Engineer 17.83 18.52 19.03 Maint,Engineer 17.23 17.89 18.39 Mate 16.14 16.76 17.23 Deckhand 14.41 14.83 15.11 Oiler 14.75 15.18 15.47 Boat Master 16.98 17.64 18.13 Boat Captain 16.26 16.89 17.36 ------------------------- OVERTIME PAY: See ( B, E, P. S ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5, 6, 10, 15 ) on HOLIDAY PAGE attached. The following SUPPEMENTAL BENEFITS apply to all to ALL classifications of the above HYDRAULIC, DIPPER, CLAMSHELL DREDGES and TUG BOATS. SUPPLEMENTAL BENEFITS:(per hour worked.) Health/Welfare ........ $ 1.56 1.56 1.56 Pension ............... 1,03 1.03 1.03 Vacation .............. 8 % 811. 8% 4-25a WA S(per hour) 10/01/88- 10/01/89- 10/01/90- 9/30/89 9/30/90 9/30/91 Drill Boat: Engineer 19.13 19.87 20.42 Blaster 19.33 20.07 20.63 Driller/Welder/Machinist 19.14 19.88 20.43 Oiler 18.13 18.66 19.01 Helper 18.13 18.66 19.01 OVERTIME PAY: See ( B. E, P, S ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5, 6, 10, 15 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: (per hour worked) Health/Welfare .. ...4 1.56 1.56 1.56 Pension ............. . 1.03 1.03 1.03 Vacation.... ........ 8 % 8 % 81. Listed supplements apply to ALL classifications ( x )Yes ( )No. 4-25/3 OCCUPATIONS APPLICABLE TO BUILDING and HEAVY/HIGyWtY SCHEDULES STATE OF NEN YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANY, N.Y. 12240 TWO or MORE WILLFUL DETERMINATIONS 07/13/B9 Page 1 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWnRDED ANY PUBLIC WORK Under Article 8 of the Labor Law, if within any six year period two final determinations are rendered against an employer finding that they have wilfully violated the prevailing wagu-law, they are debarred, that is, they are ineligible to submit a bid on, be awarded, or participate as a contractor or subcontractor on any public work contract let by the State, any municipal corporation, or public body for a period of five years from the date of debarment. Below is a list of the employers who have been debarred. CONTRACTOR Number Date Date Fiscal Barred of of 1st of Last Officer Until Determ's Wilful Wilful Csee Note:) A. N. C. Heating and Air, Condi ti on hg Inc. 8/07/86 DOL 8/07/91 C 6 ) 1/28/8S 1/28/85 DOL 1/28/90 104 North Duane Ave., Endicott, N.Y. 9/09/86 DOL 9/09/91 Warren Brown and Associates, Inc. C 2 J 4/04/86 4/09/86 DOL 4/09/91 602 West Delevan Ave. Buffalo, N.Y. 9/09/86 DOL 9/09/91 Mid -State Elec. ( 2 J S/11/84 11/2/84 DOL 11/2/89 1914 Dwyer Ave., Utica, N.Y. Paul M. Ma I I on Co. Inc. 9/18/86 DOL 9/18/91 C 2 J 6/03/BS 6/12/85 DOL xs 3/10/91 1 Highland Ind. Park Drive, Peekskill, N.Y. 10566 Melco Construction Corp. 9/29/86 DOL 9/29/91 C 2 ) 5/14/86 6/27/86 DOL 6/27/91 1334 Gun Hi I 1 Road, Bronx, N. V. 10469 Moss- Electric air, Conditioning Corp. 10/21/86 DOL 10/21/91 C 2 ) S/21/82 6/26/86 NYC 6/26/91 The Hull Corporation ( 2 ) 1/03/86 8/07/86 DOL 8/07/91 Emerson a Lewis Company, Inc. C 23 9/27/85 9/09/86 DOL 9/09/91 Route 12 South, Oxford, N.Y. 13830 L F L and Associates C 2 ) 9/27/85 9/09/86 DOL 9/09/91 Route 12 South, Oxford, N.V. 13830 29 Ridge Road Contracting, Inc. ( 2 ) 3/18/86 9/18/86 DOL 9/18/91 1539 New Hyde Park Drive, New Hyde Park, N.Y. 11040 Breeze Contractors, Inc. C 2 ) 9/18/86 9/29/86 DOL 9/29/91 136 Nicolas Road, Nesconset, N.Y. 11767 Superior Paving Corporation ( 2 ) 10/21/86 10/21/86 DOL 10/21/91 1491 Ne I son St., Schenectady, N.Y. 12306 NoIlam Contract hg CO. Inc. C 2 ) 6/03/8S 6/12/85 DOL ** 3/10/91 1 Highland Ind. Park Drive, Peekskill, N.V. 10566 Beaver Building Corp. C3 ) 1/2/86 2/24/87 DOL 2/24/92 Bask Road, Glenmont, N. V. 12077 STATE OF NEW YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANY, N. Y. 12240 TWO or MORE WILLFUL DETERMINATIONS 07/13/89 Page 2 (Continued) Cam -Ful Industries,Inc. ' C 2 ) 6/16/86 2/18fb7 DOL 2/18/92 P. O. Box 153, 1522 Carbon St., Syracuse, N.Y. 13208 Hydro -Fab Corporation 01/27/89 DOL 02/13/94 C 2 33/13/87 3/25/87 DOL 3/25/92 416 Stanley Avenue. Brooklyn,NY 11207 Greece Asphalt Company,Inc. C 2 ) 1/16/87 3/30/87 DOL 3/30/92 78 Bennington Drive, Rochester, N.V. 14616 J. W. Duffus Contracting, Inc. C 2 ) 8/7/86 5/8/87 DOL 5/8/92 Associated Safety Lighting,Inc. ( 2 ) 11/25/86 10/05/87 DOL 10/05/92 2788 Mohawk Street, Sauquoi t, N.Y. Esquire Wire & Fence Co. ,Inc. ( 3 ) 06/27/84 4/15/88 DOL 4/15/93 1033 Route 1, Avene I , N. J. 07001 J & B Bi lac Contractors, Inc. 06/15/89 DOL 06/15/94 C 2 ) 10/30/87 10/30/87 NYC 10/30/92 L 8 M Company, A Div.of Nieto Roofing Contractors,Inc. ( 2 ) 05/05/87 01/27/89 DOL 02/13/94 501 Willett Ave.,Port Chester,NY 10573 J. L. Bailey, d/b/a Castile Hardware a/k/a Castile Hardware, Plumb. & Hgt. C 2 ) 05/07/87 02/21/89 DOL 02/21/94 1 East Park Road, Castile, NY 14427 Premier Restoration & Supply Company, Inc. a/k/a Premier Restoration & Supply, Inc. and Premier -New York, Inc. C 2 ) 09/17/86 04/13/89 DOL 04/13/94 178 Front Ave., West Haven, Conn. 06516 145 Palisade St., Dobbs Ferry, NY 10522 Great South Beach Marine Construction, a/k/a Great South Beach Marine Construction, Inc. C 2 ) 01/27/88 06/15/89 DOL 06/15/94 70 Browns River Road, Sayville, New York 11782 Mid -States Industries, Ltd. C 2 ) 03/03/87 06/22/89 DOL 06/22/94 P 0 Box 4228 1105 Catalyn St., Schenectady, New York 12303 Note: * Tuzzolo had a willfull determinations rendered against them on 1/30/84 by NYC and 1 additional on 5/10/84 by DOL. ** Date was computed by adding 26S days during which a stay was effective to the 5 year debarred period. Note: Where the Fiscal Officer is denoted "NYC the information has been provided by the New York City Comptroller's Office, the agency issuing the determinations. Any questions regarding these listings should be addressed directly to the Comptroller. The Bureau of Public Work of the New York State Department of Labor will respond with regard to listings where the Fiscal Officer is listed as "DOL". Reviewed and Approved: NYS Dept of Labor, Counsel Date: S/1S/87 docm: debarred STATE OF NEN YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANY, N.Y. 12240 TWO or, MORE WILLFUL DETERMINATIONS 07/13/89 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK Page 1 Under Article 8 of the Labor Law, if within any six year period two final determinations are rendered against an employer finding that they have wilfully violated the prevailing wage law, they a-i^e debarred, that is, they are ineligible to submit a bid on, be awarded, or, participate as a contractor, or, subcontractor on any public work contract let by the State, any municipal corporation, or public body for a period of five Years from the date of debarment. Below is a list of the employers who have been debarred. CONTRACTOR Number Date Date Fiscal Barred of of 1st of Last Officer Until Determ's Wilful Wilful (see Note:) A. N. C. Heating and Ai r Conditioning Inc. C6 ) 1/28/8S 1/28/8S DOL 1/28/90 104 North Duane Ave., Endicott, N.Y. Warren Brown and Associates, Inc. C 2 ) 4/04/86 4/09/86 DOL 4/09/91 602 West Delevan Ave., Buffalo, N.Y. Mid -State Elec. ( 2 ) S/11/84 11/2/84 DOL 11/2/89 1914 Dwyer Ave., Uti ca, N. Y. Pau I M. Ma 1 I on Co. Inc. ( 2 ) G/03/8S 6/12/85 DOL *>« 3/10/91 1 Highland Ind. Park Drive, Peekskill, N.Y. 10566 McIco Construction Corp. C 2 3S/14/86 6/27/86 DOL 6/27/91 1334 Gun Hill Road, Bronx, N.Y. 10469 Moss Electric air Conditioning Corp. C 2 J S/21/82 6/26/86 NYC 6/26/91 The Hull Corporation ( 2 ) 1/03/86 8/07/86 DOL 8/07/91 Emerson & Lewis Company, Inc. C 2) 9/27/85 9/09/86 DOL 9/09/91 Route 12 South, Oxford, N.Y. 13830 L F L and Associates C 2 ) 9/27/85 Route 12 South, Oxford, N.Y. 13830 9/09/86 DOL 9/09/91 29 Ridge Road Contracting, Inc. C 2 ) 3/18/86 9/18/86 DOL 9/18/91 1539 New Hyde Park Drive, New Hyde Park, N.Y. 11040 Breeze Contractors, Inc. C 2) 9/18/86 136 Nicolas Road, Nesconset, N.Y. 11767 9/29/86 DOL 9/29/91 Superior Paving Corporation ( 2 ) 10/21/86 1491 Ne 1 son St., Schenectady, N.Y. 12306 10/21/86 DOL 10/21/91 Nollam Contracting Co.Inc. C 2 ) 6/03/85 1 Highland Ind. Park Drive, Peekskill, N.Y. 6/12/85 10566 DOL* 3/10/91 Beaver Building Corp. C3 J 1/2/86 Bask Road, Glenmont, N. Y. 12077 2/24/87 DOL 2/24/92 STATE OF NEN YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANY, N.Y. 12240 TWO or MORE WILLFUL DETERMINATIONS 07/13/89 Page 2 (Continued) Cam -Ful Industries,Inc. -( 2 ) 6/16/86 2/1/87 DOL- 2/18/92 P. O. Box 153, 1522 Carbon St., Syracuse, N.Y. 13208 Hydro -Fab Corporation C 2 ) 3/13/87 3/25/87 DOL 3/25/92 416 Stanley Avenue. Brooklyn,NY 11207 Greece Asphalt Company,Inc. C 2 ) 1/16/87 3/30/87 DOL 3/30/92 78 Bennington Drive, Rochester, N.Y. 14616 J. W. Duffus Contracting, Inc. C 2 ) 8/7/86 5/8/87 DOL 5/8/92 Associated Safety Lighting,Inc. C 2 ) 11/25/86 10/05/87 DOL 10/05/92 2788 Mohawk Street, Sauquoit, N.V. Esquire Wire & Fence Co. , Inc. ( 3 ) 06/27/84 4/15/88 DOL 4/15/93 1033 Route 1, Avenel, N. J. 07001 J & B Bilac Contractors,Inc. C 2 ) 10/30/87 10/30/87 NYC 10/30/92 L 8 M Company, A Di v. of Nieto Roofing Contractors,inc. ( 2 ) 05/05/87 01/27/89 DOL 02/13/94 501 Willett Ave—Port Chester,NY 10573 J. L. Bailey, d/b/a Castile Hardware a/k/a Castile Hardware, Plumb. & Hgt. C 2 ) OS/07/87 02/21/89 DOL 02/21/94 1 East Park Road, Castile, NY 14427 Premier Restoration & Supply Company, Inc. a/k/a Premier Restoration & Supply, Inc. and Premier -New York, Inc. C 2 ) 09/17/86 04/13/89 DOL 04/13/94 178 Front Ave., West Haven, Conn. 06516 145 Palisade St., Dobbs Ferry, NY 10522 Great South Beach Marine Construction, a/k/a Great South Beach Marine Construction, Inc. ( 2 ) 01/27/88 06/15/89 DOL 06/15/94 70 Browns River Road, Sayville, New York 11782 Mid -States Industries, Ltd. 03/03/87 06/22/89 DOL 06/22/94 Ita)03/03/87 P 0 Box 4228 1105 Ctalyn St. Schenectady, New York 12303 Note: * Tuzzolo had a willfull determinations rendered against them on 1/30/84 by NYC and 1 additional on 5/10/84 by DOL. ** Date was computed by adding 265 days during which a stay was effective to the 5 year debarred period. Note: Where the Fiscal Officer is denoted "NYC", thO information has been provided by the New York City Comptroller's Office, the agency issuing the determinations. Any questions regarding these listings should be addressed directly to the Comptroller. The Bureau of Public Work of the New York State Department of Labor will respond with regard to listings where the Fiscal Officer is listed as "DOL". Reviewed and Approved: NYS Dept of Labor, Counsel - Date: S/1S/87 docm: debarred U.S. Department of Labor GENERAL WAGE DECISION NO. NY89-13 Supersedes General Wage Decision No. NY88-13 State: NEW YORK County(ies): NASSAU AND SUFFOLK Construction Type: BUILDING, RESIDENTIAL. HEAVY & HIGHWAY Kj Construction Description: Building, Residential (includes single family homes and apartments up to and including 4 stories), Heavy & Highway Construction Projects. Modification Record: No. Publication Date Page No.(s) 1 Jan. 13, 1989 800 2 Jan. 20, 1989 800-801 3 Feb. 24, 1889 800,803 4 Mar. 24, 1989 800 5 Apr. 21, 1989 800 6 June 16, 1989 800,803 7 June 30, 1989 801 8 Aug. 4, 1989 800-801,803 9 Sept. 8, 1989 801 10 Oct. 13, 1989 801 799 Vol. I �.�.a. 1�CN�rZn1CI1C V1 LLiUVf 4P NY89-13 BASIC FRINGE HOURLY BENEFITS RATES ASBESTOS WORKERS 20.17 9.00 BOILERMAKERS 24.00 .10+ 39% + a BRICKLAYERS 23.79 8.73 CARPENTERS: Nassau County (except that part South of the Southern State Parkway West of Seaford Creek, also Smithtown Islip line on the East, Long Island Sound on the North and Middle Island RR track on the South: Carpenters; M111wrights; Piledrivermen; Soft Floor Layers; Acostical; Drywall Installers: Building, Residential (under 2 stories), Heavy & Highway 20.50 7.58 Nassau County (Remainder of County): 22.66 6.25 Suffolk County: Building and Residential 22.18 6.21 Heavy and Highway 22.03 6.21 CEMENT MASONS 21.72 9.52 DIVERS 26.98 9.74 DIVERS TENDERS 20.93 9.74 DOCKBUILDERS 23.66 10.47 ELECTRICIANS: Building 26.25 .37+ 42% Wiring of single or multiple family dwellings and apartments up to and including 2 stories 17.70 .75+ 29.7% Maintenance Unit 19.66 32% Installation of television recievers, radio recievers, record players, and associated apparatus and antenna and home appliances and closed circuit TV and multiple outlet distribution systems, sound and intercommunication systems and commercial electromechanical devices and appliances where such is not part of an electrical contract 11.075 b Telephone Unit 18.84 28.625% ELECTRICIANS (Lighting and Traffic Signal System: Lineman and Technician 18.00 4.5+1.5%+m Groundman Digging Machine Operator and Dynamite Man 16.20 4.5+1.5%+m Mobile Equipment Operator 14.40 4.5+1.5%+m Chief Mechanic 15.30 4.5+1.5%+m Groundman Truck Driver (Tractor Trailer unit) 15.30 4.5+1.5%+m Groundman Truck Driver 14.14 4.5+1.5%+m Flagman 8.10 4.5+1.5%+m ELEVATOR CONSTRUCTORS: Elevator Constructors 23.70 5.77 + c+d Helpers 17.78 5.77 + c+d Probationary helpers 11.85 Vol. I 800 (Aug. 11, 1989) -- -u-b. uepartment of Laos -- NY89-13 Modernization & Repair: Elevator Constructors Helpers Probationary helpers GLAZIERS SWING SCAFFOLD IRONWORKERS: Structural Ornamental finsher Stone derrickmen & Riggers LABORERS: Building Plasterers tenders Heavy & Highway: Concrete &. curb form setters; asphalt rakers Asphalt workers & roller workers; asphalt top shovelers & smoothers; asphalt tampers Jackhammers and drill men; hoppermen; carpenters' tenders; pipe joiners and setters; concrete laborers (structures); stone spreading laborers; trackmen; grading & excavating laborers; yard laborers; puddlers on concrete pavement; asphalt plant (hatcher & hoppermen); all other unskilled laborers LINE CONSTRUCTION MARBLE SETTERS: Cutters & Setters Carvers Polishers Crane Operators; Derrickmen Marble Finishers (Helpers) METALLIC LATHERS & REINFORCING IRON WORKERS MILLWRIGHTS *PAINTERS: Nassau County (Lakeville Road north from Union Tpke, to Northern Blvd.. all areas or, north side of Northern B1vt. east to Roslyn Bridge and Hempstead Harbor, bounded by Hempstead Harbor, east, and Long Island Sound, north; all areas south of Sunrise Hwy. going east to Long Beach Rd., then south on Long Beach Rd. to Foxherst Ave., east on Foxherst Ave. to Baldwin Road sign; all areas south of Baldwin Road sign, including Point Lookout and all areas west back to New York City limits: Painters Spray Fire Escapes Nassau County (Remainder of County) and Suffolk County: Painters & drywall finishers Vol. I 801 (Oct. 13, 1989) 4P, 20.56 5.62 + c+d 15.42 5.62 + c+d 10.253 f 19.80 8.80 20.80 8.80 21.00 16.28 20.00 15.53 21.75 13.94 18.80 7.64 17.90 6.70 17.97 2.00+ 26% + e 17.56 2.00+ 2q% + e 16.24 1. 00+ 2 6 ,'c + e 20.30 .60+ 351,10 13.93 4.19 + f 14.48 4.19 + f 14.89 2.90 + f 12.91 4.34 + f 12.91 2.90 + f 22.63 6.350 + g 19.79 12.04 21.00 34% 25.50 340,, 24.00 34% 19.88 9.62 -U -.S: Department of Labor NY89-13 Vol. f Spraying, scaffold or roiling scaffold over 18 feet 22.25 9.62 Sandblasting; structural steel 24.65 9.62 Repaint of hospitals, schools and apartment houses 14.79 5.78 PAPERHANGERS 16.84 5.28 PLASTERERS 14.75 5.00 PLUMBERS: Nassau County: 21.77 6.12 Jobbing (repair to present plumbing system that does not change the existing roughing or any other minor alteration job where the change to the existing roughing does not have a labor cost over $1,500 14.55 4.91 Suffolk County 22.75 9.18 POWER EOUIPMMENT OPERATORS (BUILDING CONSTRUCTION): Class 1 19.030 2.40 + 8% +h Class 2 19.305 2.40 + 8% +h Class 3 19.205 2.40 + 8% +h Class 4 17.855 2.40 + 8% +h Class 5 18.855 2.40 + 8% +h Class 6 19.430 2.40 + 8% +h Class 7 18-605 2.40 + 8% +h Class 8 19.055 2.40 + 8% +h. Class 9 18.855 2.40 + 8% +h Class 10 19.405 2.40 + 80/1C +h Class 11 19.005 2.40 + 8% +h Class 12 18.105 2.40 + 8% +h Class 13 18.800 2.40 + 8% +h Class 14 19.180 2.40 + 80/10 +h Class 15 19.230 2.40 + 8;c +h Class 16 19.020 2.40 + 8% +h Class 17 18.630 2.40 + 8% +h Class 18 19.280 2.40 + 8% +h Class 19 21.900 2.40 + 8% +h Class 20 17.488 2.40 + 8% +h Class 21 20.280 2.40 + 8% +h Class 22 18.020 2.40 + 8% +h Class 23 18.480 2.40 + 8% +h Class 24 17.505 2.40 + 8% +h Class 25 17.730 2.40 + 8% +h Class 26 19.105 2.40 + 8% +h Class 27 19.480 2.40 + 8% +h Class 28 19.565 2.40 + 8;; +h Class 29 18.530 2.40 + 8% +h Class 30 19.330 2.40 + 8% +h Class 31 19.860 2.40 + 8% +h Class 32 17.355 2.40 + 8% +h Class 33 18.605 2.40 + 8% +h POWER EQUIPMENT OPERATORS (HEAVY & HIGHWAY): Class 1 19.030 2.40 + 8% +i Class 2 19.400 2.40 + 8% +i Class 3 19.255 2.40 + 8% +i 802 (Aug 11, 1989) U.S. Department of Labor NY89-13 Class 4 Class 5 C ass 6 Class 7 C ass 6 Class 9 Class 10 Class 11 Class 12 Class 1 3 ClaSS 14 Class 15 C ass 16 Class 17 Class 18 Class 19 Class 20 Class 21 Cass 22 Cass 23 C 1 a s s 24 ROOFERS SHEET METAL WORKERS *SPRINKLER FITTERS & STEAMFITTERS Refrigeration, air conditioning and o,' burner maintenance and installation mechanics (insta " ation of commmercial equipment where the combined horsepower does not exceed 5 horsepower; installa- tion of air cooling, heating and air conditioning on any job where the com- bined horsepower does not exceed 10 horsepower) STONE MASONS TERRAZZO & MOSAIC WORKERS TERRAZZO & MOSAIC FINISHERS TILE SETTERS TILE FINISHERS *TRUCK DRIVERS: Bui'ding: Ready -mix concrete, sand, gravel, & bulk cement *Asphalt High Rise *Heavy: Euclids & turnapulls *Landscapers: Euclids & turnapulls 16.780 18.530 18.970 18.220 18.755 18.450 18.915 17.845 18.220 17.130 18.865 16.815 18.435 19.245 18.570 16.820 18.395 17.275 18.490 19.655 16.605 20.18 24.33 25.30 13.98 18.00 23.66 15.48 24.605 18.36 16.00 18.74 14.965 2.40 + 8% +i 2.40 + 8" +i 2.40 + 8h +i 2 . 40 + 8`/ + i 2.40 + 87� i i 2 . 40 + 87,* + i 2.40 + 8% +i 2.40 + 81, + i 2.40 + 8% +i 2.40 + 8% +i 2.40 + S°' + i 2.40 + 8% +i 2.40 + 8°1 + i 2.40 + 8% +i 2.40 + 8% +i 2.40 + 8% +i 2. + 8% +i 2.4, + 8% +i 2.40 + 8% +i 2.40 + 85i + i 2.40 + 8% +1 10.64 10.288 11.65 1.57 3.75 4.38 2.71 5.18 3.47 6.40 + j+k 1 1 . 285 9.8775+ g+j 18.335 11.1625 18.805 11.1625 WELDERS - Rate for craft to which the welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as pro- vided in the labor standards contract clauses (29 CFR 5.5(a)(1)(ii)). F007NOTES: V01.1 803 (Aug. 1 1 , 1989 ) U.S. Department of Labor I NY89-13 PAIC HOLIDAYS: A -New Year's Dai•: E -Memorial Day; C -Independence Day; D -Labor Day; E -Thanksgiving Day; F -Christmas Day. a. Paid Holidays: A and F. Good Friday and Friday after Thanksgiving b. Paid Hoildays: A throug.n F, President's Day, the anniversary of the employee's date of employment, and the employee's birthday. All employees whose continuous service credit began prior to April 1 of the current year shall be entitled to a vacation of one week, and the employee whose continuous service credit started prior to October 1 of the preceding year shall be entitled to a vacation of two weeks. Employees who on March 31 of the current year have continuous service credit of six years with Company shall be entitled to a vacation of 2 weeks and 1 day; those with 7 years, 2 weeks and 2 days: E years. 2 weeks and 3 days; 9 years, 2 weeks and 4 days; 10 years, 3 weeks; 15 years, 4 weeks; 25 years ano over. 5 weeks. An employee shall be paid for absence due to personal illness, personal injury, or Beath in the immediate family at his basic rate for a period of five (5) days in any calender year. C, Employer contributes $8.00 a day. d. Paid Holidays: A through F. Lincoln's Birthday, Washington's Birthday. Columbus Day, Armistice Day and Friday after Thanksgiving Day. e. Paid Holidays: A through F, Lincoln's Birthday, Washington's Birthday, Columbus Day, Veteran's Day and Election Day, provided the employee works or shows up for work on the scheduled day before and the scheduled day after the holiday. f. Paid Holiday: One half day's pay for Labor Day. g. Paid Hc'iday: Employees employed on December 24 and December 31 who report for work on such days shall be paid afternoon holiday pay of four hours each day. Paid Holidays shall be included for purposes of Vacation Credit. h. Paid Holidays: A through F. Lincoln's Birthday, Washington's Birthday, Columbus Day. Election Day and Veterans Day. i. Paid Holidays: A through F. Linco'n's Birthday, Washington's Birthday, Columbus Day, Election Day and Veteran s Day, provided employee works the day after the holiday. j. For each 15 days worked with the contract year an employee will receive one day vacation with pay, maximum vacation of 3 weeks per year. In addition, an emplyee who qualifies for two weeks (10 days) vacation or more with pay and who has been continuously employed by his employer for six years before the close of any contract year, shall be entitled to one extra day vacation; seven years before the close of any contract year, shall be entitled to two extra day vacation; eight years before the close of any contract year, shall be entitled to three extra day vacation; nine years before the close of any contract year, shall be entitled to four extra day vacation; ten years before the close of any contract year or over shall be entitled to three weeks paid vacation with pay, but in no event shall any employee be entitled to more than three weeks vacation with pay per year. k. Paid Holidays A thru F, Lincoln's Birthday. Washington's Birthday, Election Day, Veteran's Day provided the employee works 2 days in 804 (Aug. 11, 1989) Vol. I U.S. Department of Labor NY89-13 �Pl the calendar week in which the holiday falls and shapes each remaining work day during such Calendar week. For each 15 days worked within the contract year an employee will receive one day's vacation with pay, maximum vacation of 3 weeks per year. All 10 year employees working 150 days in the contract year shall receive 3 weeks paid vacation, with pay in advance. Vacation time sha'1 be counted toward the following year's vacation. M. Paid Holidays: A through F plus Washington's Birthday, Good Friday, Decoration Day. Election Day for the President of the United States, and Election Day for the Govenor of New York State. Provided the work the day before or after the holiday. CLASSIFICATION DESCRIPTIONS POWER EOUIPMEN7 OPERATORS (EUILDING CONSTRUCTION) Cass 1: Asphalt spreader Cass 2: Backhoe, drag'ine, gradall, piledriver, shovel. Class 3: Batching plant (on site of job), power winch (used for stone or steel), power winch truck-mountec (used for stone or steel), pump (concrete). Cass 4: Bending machine, generator (small), vibrator, 1 to 5 dinky locomotive. Class 5: Sciler, bulldozer, compressor (or crane), compressor (pile work), compressor (stone setting), concrete breaker, conveyor, generator (pi7e4ork), loading machine (front end), maintenance engineer, mechanical compacters (machine drawn), powerhouse, power winch t-uck-mounted (used for other than steel or stone), pu'vi- mixer, power winch (used for other than steel), pump (double action diaphram), pump (gypsum), pump (hydraulic), pump (jet), pump (single action - 1 to 3), pump (well point), welding and burning, we'ding machine (piiework). C ass 6: Ecom truck, crane (crawler or truck), conveyor - multi -plant engineer, stone spreader (self-propelled). Class 7: Compressor, compressor (2 or more in battery), generator, mulch machine, pin puler, portable heaters, pump (4 inch or over), trac tamper, welding machine. Class 8: Crane and boom truck (setting structural or stone). Class 9: Bulldozer (used for excavation), fireman, loading machine, powerboom, scoop (carry -all scraper) vac -all. Class 10: CMI or maxim spreader, concrete spreader, derrick, sideboom tractor. Class 11: Compressor (structural steel). 805 (Aug. 11, 1989) Vol. I WC3. Department of Labor NY89-13 Class 12: Concrete saw or cutter, mixer (with skip), mixer (2 small with or without skip), pump (up to 3 inches), tractor - caterpillar or wheel. Class 13: Curb machine (asphal+ or concrete), curing machine, pump (submersible), tower crane maintenance man. C l a ;s 14: Dredge. Class 15: El-::vator, forklift, hoist (I drum) . Class 16: Forklift (walk -behind, power operated). Class 17: Grader. Class 18: Hoist (2 and drum). Class 19: Hoist (multiple platform). Class 20: Mechanical compacters (hand operated), trench machine (hand). Class 21: Hoist tandem platform. Class 22: Hydra -hammer, ridge cutter. Class 23: Loading machine (with capacity of 10 yds. or over). Class 24: Oiler, stump chipper. Class 25: Power buggies. Class 26: Roller, trench machine. Class 27: Scoop, carry -all, scraper in tandem. Class 28: Sideboom tractor (used in tank work). Class 29: Stripping machine. Class 30: Tank work. Class 31: Tower crane (engineer). Class 32: Tower crane (oiler). Class 33: Welding machine, structural steel. POWER EQUIPMENT OPERATORS (HEAVY & HIGHWAY) Class 1: Asphalt spreader, boom truck, boring machine (other than post holes), CMI or maxim spreader, crane (crawler or truck), conveyor (multi), plant engineer, concrete spreader, siaeboom tractor, stone spreader (self-propelled), cherry picker. V01.1 806 (Aug. 1 1 , 1989 ) U.S. Department of Labor 4P, NY89-13 Class 2: Eackhoe, crane (stone setting), crane (structural steel),dragline, gra0a7', piledriver, road paver, shovel. Class 3: Batching plant (on site of fob). crane (on barge), derrick,sideboom tractor (used in tank work), tank work. Class 4: Bending machine, mechanica' compactors (hand operated), pump (centrifugal, up to 3 inches), trench machine (hand). Class 5: Boiler. Class 6: Boring machine (post holes) Class 7: Bulldozer, concrete finishing machine, conveyor, curb machine (aspha't or concrete), curing machine, dinky iocomotive, fireman, forklift, hoist (1 drum), loading machine, maintenance engineer, pu'vi-mixer, pump (4 in. or over ), pumo (hydraulic), pump (jet), pump (submersib'e), pump (we'l pointi, ro'"er (5 tons and over), scoop (carry -a'', scraper), maintenance man (tower crane), vac -all, we'ding & burning. Class 8: Compressor (on crane), generator (pi'e work), welding machine (pile work). power winch (used for other than stone or structural steel) power house, loading machine (front end), compressor (pile work), power winch (truck -mounted, used for other than stone or steel), hoist (2 drum). Class 9: Compressor (2 or more in battery) Class 10: Compressor (stone setting), compressor (structura' steel), welding machine(structural steel). Class 11: Compressor, mulch machine, pin puller, pump (double action diaphragm), pump (gypsum), pump (single action 1 to 3), striping machine, we'd*ng machine. Class 12: Load -ng machine, with bucket capacity of 10 yares cr over. Class 13: Concrete breaker, concrete saw or cutter, forklift (walk - behind, power operated), hydra -hammer, mixer (with skip), mixer (2 small with or without skip), mixer (2 tag or over with or without skip), power buggies, power grinders, ridge cutter. Class 14: Dredge. Class 15: Generator (small). Class 16: Grader. Class 17: Hoist (3 drum), power winch (truck mounted, used for stone or steel), power winch (used for stone setting & structural steel), trench machine. Class 18: Mechanical compactors (machine drawn), roller (over 5 tons). Class 19: Oiler, root cutter, stump chipper, tower crane (oiler, track tamper). Vol. I 806a (Aug. 11, 1989) U.S. Department of Labor NY89-13 Class 20: Portable heaters. Class 21: Power boom. Class 22: Pump (concrete). class 23: Scoop (carry -all, scraper in tandem), tower crane (engineer). Class 24: Tractor (caterpillar or wheel). 806b (Aug. 11, 1989) Vol. I GENERAL PROVISIONS SECTION 30 - AWARD AND EXECUTION OF CONTRACT 30-01. Consideration of Proposals. After the proposals are publicly opened and read, they will be compared on the basis of the summation of the products obtained by multiplying the estimated quantities shown in the proposal by the unit bid prices. If a bidder's proposal contains a discrepancy between unit bid prices written in words and unit bid prices written in numbers, the unit price written in words shall govern. Until the award of a Contract is made, the Owner reserves the right to reject a bidder's proposal for any of the following reasons: a. If the proposal is irregular as specified in the subsec- tion titled IRREGULAR PROPOSALS OF Section 20. b. If the bidder is disqualified for any of the reasons specified in the subsection titled DISQUALIFICATION OF BIDDERS of Section 20. In addition, until the award of a Contract is made, the Owner reserves the right to reject any or all proposals, to award only the Base Bid, to award only an Alternate Bid (if any), or to award either the Base Bid or the Alternate Bid plus any or all Add -On Bids (if any); 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 forty-five (45) calendar days of the date specified for publicly opening proposals, unless otherwise specified herein. Award of the Contract shall be made by the Owner to the lowest, qualified bidder whose proposal conforms to the cited requirements of the Owner. GENERAL PROVISIONS SECTION 30 - AWARD AND EXECUTION OF CONTRACT 30-03. Cancellation of Award. The Owner reserves the right to cancel the award without liability to the bidder, except return of proposal guaranty, at any time before a Contract has been fully executed by all parties and is approved by the Owner in accordance with the subsection titled APPROVAL OF CONTRACT of this section. 30-04. Return of Proposal Guarant All proposal guaranties, except those of the three (3) lowest bidders, will be returned immediately after the Owner has made a comparison of bids as hereinbefore specified in the subsection titled CONSIDERATION OF PROPOSALS of this section. Proposal guaranties of the three (3) lowest bidders will be retained by the Owner until such time as an award is made, at which time, the unsuccessful bidder's proposal guaranty will be returned. The successful bidder's proposal guaranty will be returned as soon as the Owner receives the Contract bonds as specified in the subsec- tion titled REQUIREMENTS OF CONTRACT BONDS of this section. 30-05. Requirements of Contract Bonds. At the time of the receipt of the Notice of Award, the successful bidder shall furnish the Owner, in triplicate, a surety bond guaranteeing the performance of the work and a surety bond guaranteeing the payment of all legal debts that may be incurred by reason of the Contractor's performance of the work. Each bond shall be fully executed by the bidder and his Surety, and shall be in a sum equal to one hundred percent (100%) of the amount of the Contract awarded. The Surety and the form of the bonds shall be acceptable to the Owner. 30-06. Execution of Contract. The successful bidder shall sign (execute) the necessary Agreements for entering into the Contract and return such signed Contract to the Owner, along with the fully executed surety bond or bonds specified in the subsection titled REQUIREMENTS OF CONTRACT BONDS of this section, within fifteen (15) calendar days from the date mailed or otherwise delivered to the successful bidder. If the Contract is mailed, special handling is recom- mended. 30 - 2 GENERAL PROVISIONS SECTION 30 - AWARD AND EXECUTION OF CONTRACT 30-07. ADDroval of Contract. Upon receipt of the Contract and Contract bond or bonds that have been executed by the successful bidder, the Owner shall complete the execution of the Contract in accordance with local laws or ordinances, and return the fully executed Contract to the Contractor. Delivery of the fully executed Contract to the Contractor shall constitute the Owner's approval to be bound by the successful bidder's proposal and the terms of the Contract. 30-08. Failure to Execute Contract. Failure of the successful bidder to execute the Contract and furnish an acceptable surety bond or bonds within the fifteen (15) calendar day period specified in the Subsection 30-06 EXECUTION OF CONTRACT shall be just cause for cancellation of the award and forfeiture of the proposal guaranty, not as a penalty, but as liquidation of damages to the Owner. 30-09. Commencement and Completion. The bidders are hereby notified that the time of completion is of the essence and, to that end, the Owner has determined that the completion dates as stated below and in the Contract and Specifications include adequate time for completing the work under this Contract. If the bidders consider that the time to complete the work is inadequate, they should not submit bids. The work of the Contract shall be commenced within ten (10) days following issuance of the Notice to Proceed to the Contractor. The time of Total Completion is 30 working days and shall mean all of the work of the Contract is complete and in operating order. The bidder's attention is directed to the liquidated damage provisions of Item 80-08, FAILURE TO COMPLETE ON TIME. 30-10. Power of Attorney. Attorneys in fact who sign Contract Bonds and Payment Bonds must file with the bond a certified copy of their power of attor- ney to sign said bonds. 30 - 3 GENERAL PROVISIONS SECTION 30 - AWARD AND EXECUTION OF CONTRACT 30-11. Contract Drawings Furnished to Contractors Each Prime Contractor will be furnished, free of charge, three (3) sets of full-size Contract Drawings. Any additional full-size sets or random sheets will be furnished by the Engineer at a cost to the Contractor of seventy-five cents ($0.75) per sheet. In addition, each Prime Contractor will be furnished, free of charge (only within the limits of availability), as many unexecuted Contract Documents Books and, where Contract Drawings have been reduced in size, as many sets of the reduced drawings as may be necessary for the prosecution of each Contract. 30 - 4 QUANTITIES FOR CANVASS OF BIDS Elizabeth Field 211.002 Fishers Island, New York -------- Obstruction Removal And Lighting 03/12/90 ITEM FAA NO. SPEC NO. DESCRIPTION QUANTITY UNITS 1 P-151 CLEARING & GRUBBING 6.5 ACRE 2 P-152 COMMON EXCAVATION 1 LS 3 P-152 REMOVAL OF EARTH FROM RUNWAY SURFACE 1 LS 4 P-152 PAVEMENT EXCAVATION 640 SY 5 P-612 FIELD OFFICE 1 LS 6 P-620 RUNWAY & TAXIWAY PAINTING 30,150 SF 7 P-640 BUILDING DEMOLITION 1 LS 8 T-901 SEEDING 39,800 SY 9 T-908 MULCHING 39,800 SY 10 L-108 CABLE TRENCHING FOR THE INSTALLATION OF UNDERGROUND CABLE 3,490 LF 11 L-108 NO. 8 AWG, 600V, TYPE C SINGLE CONDUCTOR UNDERGROUND CABLE INSTALLED IN TRENCH/CONDUIT 15,080 LF 12 L-108 NO. 8 AWG, BARE COPPER COUNTERPOISE WIRE INSTALLED IN TRENCH INCLUDING GROUNDING RODS AND EXOTHERMIC CONNECTIONS 3,490 LF 13 L-110 2 -INCH DIAMETER RIGID STEEL CONDUIT INSTALLED IN PAVEMENT 110 LF 14 L-110 2 -INCH DIAMETER RIGID STEEL CONDUIT INSTALLED IN TURF 1,141 LF 15 L-125 INSTALLATION OF L-810 DOUBLE OBSTRUCTION LIGHT UNIT, IN PLACE 4 EACH 16 L-125 INSTALLATION OF L-810 SINGLE OBSTRUCTION LIGHT UNIT, IN PLACE 3 EACH 17 L-125 INSTALLATION OF AIRPORT GARAGE ELECTRICAL EQUIPMENT 1 LS 18 L-125 INSTALLATION OF ELECETRICAL PULL BOX 10 EACH 19 L-128 MAINTENANCE AND PROTECTION OF TRAFFIC 1 LS 20 --------------------------------------------------------------------------- M-100 MOBILIZATION 1 LS PAGE 1 BID FOR ALL WORK INCLUDED IN THE CONSTRUCr'iON OF OBSTRUCTION REMOVAL & LIGHTING at the ELIZABETH FIELD AIRPORT FISHERS ISLAND, NEW YORK TO: Town Board Town of Southold Town Hall 53095 Main Road, P.O. Box 1179 Southold, New York 11971 The undersigned, as bidder, hereby declares that he has examined the site of the work and informed himself fully in regard to all conditions pertaining to the place where the work is to be done; that he has examined the Plans and Specifications for the work and Contractual Documents relative thereto and has read all Special Provisions furnished prior to the opening of bids; that he has satisfied himself relative to the work to be performed. The bidder proposes and agrees, if this Proposal is accepted, to contract in the form of contract specified with the Town of Southold,to furnish all necessary materials, equipment, machinery, tools, apparatus, means of transportation and labor necessary to complete the construction of the Obstruction Removal and Lighting Contract in full and complete accordance with the shown, noted, described and reasonably intended requirements of the Plans, Specifications and Contract Documents, to the full and entire satisfaction of the above said Town of Southold, with a definite understanding that no money will be allowed for extra work except as set forth in the attached General Conditions and Contract Documents, for the unit prices listed opposite each item. It is agreed 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 com- pensated for in the item which most logically includes it. BID -la Elizabeth Field Obstruction Removal And Lighting UNIT PRICE SCHEDULE FAA PRICE IN FIGURES UNIT PRICE TOTAL AMOUNT ITEM SPEC ITEM DESCRIPTION NO. NO. AND UNIT PRICE IN WORDS $ $ 1 P-151 CLEARING & GRUBBING 6.5 ACRE FOR PER ACRE $ $ 2 P-152 COMMON EXCAVATION 1 LS FOR PER LS $ $ 3 P-152 REMOVAL OF EARTH FROM RUNWAY SURFACE 1 LS FOR PER LS $ $ 4 P-152 PAVEMENT EXCAVATION 640 SY FOR PER SY $ $ Elizabeth Field Obstruction Removal And Lighting UNIT PRICE SCHEDULE ITEM NO. FAA SPEC NO. ITEM DESCRIPTION AND UNIT PRICE IN WORDS PRICE IN FIGURES UNIT PRICE $ TOTAL AMOUNT $ 5 P-612 FIELD OFFICE 1 LS FOR $ $ PER LS 6 P-620 RUNWAY & TAXIWAY PAINTING 30150 SF FOR $ $ PER SF 7 P-640 BUILDING DEMOLITION 1 LS FOR $ $ PER LS 8 T-901 SEEDING 39800 SY FOR $ $ PER SY Elizabeth Field Obstruction Removal And Lighting UNIT PRICE SCHEDULE FAA PRICE IN FIGURES UNIT PRICE TOTAL AMOUNT ITEM SPEC ITEM DESCRIPTION NO. NO. AND UNIT PRICE IN WORDS $ $ 9 T-908 MULCHING 39800 SY FOR PER SY $ $ CABLE TRENCHING FOR THE INSTALLATION OF 10 L-108 UNDERGROUND CABLE 3490 LF FOR PER LF $ $ NO. 8 AWG, 600V, TYPE C SINGLE CONDUCTOR 11 L-108 UNDERGROUND CABLE INSTALLED IN TRENCH/CONDUIT 15080 LF FOR PER LF $ $ NO. 8 AWG, BARE COPPER COUNTERPOISE WIRE 12 L-108 INSTALLED IN TRENCH INCLUDING GROUNDING RODS AND EXOTHERMIC CONNECTIONS 3490 LF FOR PER LF $ $ Elizabeth Field Obstruction Removal And Lighting UNIT PRICE SCHEDULE FAA PRICE IN FIGURES UNIT PRICE TOTAL AMOUNT ITEM SPEC ITEM DESCRIPTION NO. NO. AND UNIT PRICE IN WORDS $ $ 2 -INCH DIAMETER RIGID STEEL CONDUIT INSTALLED 13 L-110 IN PAVEMENT 110 LF FOR PER LF $ $ 2 -INCH DIAMETER RIGID STEEL CONDUIT INSTALLED 14 L-110 IN TURF 1141 LF FOR PER LF $ $ INSTALLATION OF L-810 DOUBLE OBSTRUCTION 15 L-125 LIGHT UNIT, IN PLACE 4 EACH FOR PER EACH $ $ INSTALLATION OF L-810 SINGLE OBSTRUCTION 16 L-125 LIGHT UNIT, IN PLACE 3 EACH FOR PER EACH $ $ Elizabeth Field Obstruction Removal And Lighting UNIT PRICE SCHEDULE FAA PRICE IN FIGURES UNIT PRICE TOTAL AMOUNT ITEM SPEC ITEM DESCRIPTION NO. NO. AND UNIT PRICE IN WORDS $ $ INSTALLATION OF AIRPORT GARAGE ELECTRICAL 17 L-125 EQUIPMENT 1 LS FOR PER LS $ $ 18 L-125 INSTALLATION OF ELECETRICAL PULL BOX 10 EACH FOR PER EACH $ $ 19 L-128 MAINTENANCE AND PROTECTION OF TRAFFIC 1 LS FOR PER LS $ $ 20 M-100 MOBILIZATION 1 LS FOR PER LS $ $ TOTAL CONTRACT Elizabeth Field Obstruction Removal And Lighting TOTAL PRICE IN WORDS TOTAL PRICE IN FIGURES NOTE: UPON NOTIFICATION OF AWARD OF CONTRACT, THE SUCCESSFUL BIDDER SHALL SUBMIT, IN WRITING A BREAKDOWN OF THE FOREGOING UNIT PRICES INDICATING (A) WHAT PORTION IS FOR MATERIALS AND SUPPLIES AND (B) WHAT PORTION IS FOR OTHER CONSIDERATIONS. This bid is based upon prevailing wages in Suffolk County, New York 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 Specifications. The quantities for bid items listed on the proposal sheet 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. Upon receipt of written notice of the acceptance of this bid, bidder will execute the formal Contract attached within 15 days and deliver a Surety Bond or Bonds as required by Section 30-05 of the General Provisions. The bidder further proposes and agrees hereby to commense construction with an adequate work force, plant and equipment within 10 consecutive calendar days of the written notice to proceed and will progress therewith to its completion within 30 working days in accordance with this Contract and Specification. The bid bond or certified check in the amount of five percent (5%) of this bid shall become the property of the Owner in the event the Contract and bond are not executed within the time above set forth, as liquidated damages for the delay and additional expense to the Owner caused thereby. Attached hereto is a certified check on the Bank of or a bid bond for the sum of Dollars ($ ) made payable to the SIGNATURE: IN WITNESS WHEREOF, the parties to these present have hereunto set their hands and seals the day and year first above written: The Contractor by such duly authorized officers or individuals as may be required by law. ( SEAL) (SECRETARY) (WITNESS) BY: TITLE: (CONTRACTOR) NOTE: If Contractor is a corporation, Secretary should attest. BID -2 NON -COLLUSIVE BIDDING CERTIFICATE The Signer of this Bid declares: A. That he has carefully examined the annexed form of the Agree- ment and Contract Documents. 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 if Principal is Corporation BIDDER: TITLE: BID -3 State of New York) SS: County of ) On the day of r 19 before me personally came Name of Bidder and each person signing on behalf of Bidder to me known, who, being by me duly sworn, did swear and affirm that he resides at ; that he is the of the Bidder herein and signs the foregoing Non -Collusive Certi- fication on behalf of such Bidder; that he executed the foregoing Non -Collusive Certification; and that, to the best of his know- ledge and belief, the statement made in the foregoing Non - Collusive Certification is true. MY COMMISSION EXPIRES BID -4 NOTARY PUBLIC This form shall be completed by all Bidders and shall accompany all Proposals. The Bidder (Proposer) shall complete the following statement by checking the appropriate boxes. The Bidder (Proposer` has has not participated in a previous Contract subject to the Equal Opportunity clause pre- scribed by Executive Order 10925, or Executive Order 11114 or Executive Order 11246. The Bidder (Proposer) 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 Subcon- tracts. If the Bidder (Proposer) has participated in a previous Contract subject to the Equal Opportunity clause and has not submitted compliance reports due under applicable filing require- ments, the Bidder (Proposer) shall submit a compliance report on Standard Form 100, "Employee Information Report EEO- 1" prior to the award of Contract. Standard Form 100. is normally furnished employees annually, based on a mailing list currently maintained by the Joint Report- ing Committee. In the event a Contractor has not received the form, he may obtain it by writing to the following address: Joint Reporting Committee 1800 G Street, N.W. Washington, D.C. 20506 BID -5 CERTIFICATION OF BIDDER REGARDING EQUAL EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION CONTRACTS EXCEEDING $10,000 BIDDERS NAME ADDRESS INTERNAL REVENUE SERVICE EMPLOYER IDENTIFICATION NUMBER NON -SEGREGATED FACILITIES NOTICE TO PROSPECTIVE FEDERALLY -ASSISTED CONSTRUCTION CONTRACTORS: 1. A Certification of Non -Segregated Facilities must be submitted prior to the award of a Federally -assisted construction contract exceeding $10,000.00 which is not exempt from the provisions of the Equal Opportunity clause. 2. Contractors receiving Federally -assisted construction contract awards exceeding $10,000.00 which are not exempt from the provisions of the Equal Opportunity clause will be required to provide for the forwarding of the notice to prospective subcontractors for supplies and construction contracts where the subcontracts exceed $10,000.00 and are not exempt from the provisions of the Equal Opportunity clause. NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. NOTICE TO PROSPECTIVE SUBCONTRACTORS OF REQUIREMENT FOR CERTIFI- CATION ON NON -SEGREGATED FACILITIES: 1. A Certification of Non -Segregated Facilities must be submitted prior to the award of a subcontract exceeding $10,000.00 which is not exempt from the provisions of the Equal Opportunity clause. 2. Contractors receiving subcontract awards exceeding $10,000.00 which are not exempt from the provisions of the Equal Oppor- tunity clause will be required to provide for the forwarding of this notice to prospective subcontractors for supplies and construction contracts where the subcontracts exceed $10,000.00 and are not exempt from the provisions of the Equal Opportunity clause. NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. BID -6 CERTIFICATION OF NON -SEGREGATED FACILITIES: The Federally -assisted construction contractor certifies that he does not maintain or provide for his employees any segregated facilities at any of his establishments, and that 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 further that he will not maintain or provide for his employees any segregated facilities at any of his establishments, and that 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, timeclocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive or are in fact segregated on the basis of race, color, religion, sex or national origin, because of habit, local custom or any other reason. The Federally -assisted construction contractor agrees that (except where he has obtained identical certifications from proposed subcontractors for specific time periods) he will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000.00 which are not exempt from the provisions of the Equal Opportunity clause, and that he will retain such certifications in his files. NOTICE TO PROSPECTIVE CONTRACTORS OF REQUIREMENT FOR CERTIFICATION FOR NON -SEGREGATED FACILITIES: A Certification of Non -Segregated Facilities must be submit- ted prior to the award of a contract or subcontract exceeding $10,000.00 which is not exempt from the provisions of the Equal Opportunity clause. Certification - The information above is true and complete to the best of my knowledge and belief. Name and Title of Signer Signature Date NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001 BID -7 STATEMENT OF SURETY'S INTENT TO: We have reviewed the bid of of for (Address) (Contractor) (Project) Bids for which 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) Attach Power of Attorney (Corporate seal, if any. If no seal, write "No Seal" across this place and sign.) (This Form Must Be Complete Prior To The Submission Of The Bid) :_R ADDENDA RECEIPT 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) Telephone No. P.O. Address Dated The full names and residences of all persons interested in this bid as principals are as follows: Bidders must fill out the above complete. BID -9 SUBCONTRACTORS AND SUPPLIERS SUBCONTRACTOR AND SUPPLIER NAME AND TITLE OF SIGNER SIGNATURE AND DATE 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. BID -10 DISADVANTAGED BUSINESS ENTERPRISE REQUIREMENTS To meet the requirements of Department of Transportation, Regulation 49 CFR Part 23, all bidders will provide evidence of the methods they have used to meet the Disadvantaged Business Enterprise goal as published in the Sponsor's Disadvantaged Business Enterprise Plan and approved by the Department of Transportation. The DBE participation goal for this project is 10% _. All bidders must submit an assurance stating the percentage of Disadvantaged Businesses they intend to employ on this project. WITHIN 15 DAYS AFTER THE OPENING OF BIDS AND BEFORE THE AWARD OF A CONTRACT, ALL BIDDERS OR PROPOSERS WISHING TO REMAIN IN COMPETITION FOR THE CONTRACT SHALL SUBMIT: 1. Name(s) of Disadvantaged Business Enterprise subcontractor(s) they intend to use. 2. Description of work each is to perform. 3. Dollar value of each proposed Disadvantaged Business Enterprise subcontract. REQUIRED ASSURANCE TO BE INCLUDED IN ALL BID PROPOSALS This firm assures that it will utilize not less than % of Disadvantaged Business participation. CERTIFICATION OF BIDDER FOR THE ABOVE: BIDDER's NAME ADDRESS IRS NUMBER Signature and Title Date BID -11 s THIS CONTRACT, in three (3) copies, made and entered into this day of , 19 , by and between the Town of Southold, Party of the First Part, and of County of State of hereinafter designated as. the CONTRACTOR, Party of the Second Part. WITNESSETH: That the parties hereto, each in consideration of the Agreements on the part of the other herein contained have mutually agreed and hereby mutually agree, the Party of the First 'Part for itself and its successors, and the Party of the Second Part for itself', himself, or themselves and its successors, his or their executors, administrators and assigns as follows: Article I. DESCRIPTION. Under this Agreement and Contract the Contractor shall constructs Elizabeth Field Airport Obstruction Removal & Lighting Article 2. In consideration of the payments to be made as hereinafter provided, and of the performance by the Owner of all of the matters and things to be performed by the Owner 44; herein provided, the Contractor agrees, at his own sole cost and expense;, to perform all the labor and services and to furnish ail the ;labor and materials, plant and equipment, necessary to complete, aid to complete in good, substantial workmanlike and approved manner, the - work described under Article 1 hereof, within the time hereinafter specified and in accordance with the terms, conditions and provi sign of this Contract and with the instructions, orders and direction of the Engineer made in accordance with this Contract. Article 3. The Owner agrees to pay and the Contractor agrees to accept as full compensation for all work done, and materials furnished, and also for all costs and expenses incurred and loss or damages sustained by reason of the action of the els , or growing, out of the nature of the work, or from any unforeseen obstruction or difficulty encountered in the prosecution of the work,- and for all risks of every description connected with the suspension or discontinuance of the work as herein specified, and for'faithfully completing the work, and the whole thereof, as herein provided, and for maintaining the work in good condition until the final payment is made, the prices stipulated in the Bid hereto attached. AGR -1 Article 4. CONTRACT DOCUMENTS. The following documents shall constitute .integral parts of the Agreement, the whole to be collectively known and referred to as the Contract; Advertisement; General Provisions; Bid; Agreement; Special Provisions; Contract Drawings; and all interpretations of or addenda to the Contract Docunts issued by the owner or the Engineer with the approval of the Owner. The Table of Contents, Headings and Titles contained herein and in said documents are solely to facilitate reference to various provisions ' of the Contract Documents and in no way effect, limit or past light on the interpretation of the provisions to which they refer.' Article 5. If the Contractor shall fail to comply with any of the terms, conditions, provisions or stipulations of this contract, according to the true intent and meaning thereof, then the owner may make use of any or all remedies provided in that behalf in the Contract and shall have the right and power to proceed in accordance with the provisions thereof. Article 6. The following alterations and addenda have been made and included in this Contract before it was signed by the parties thereto: IN WITNESS WHEREOF, the parties to this Agreement have here- unto set their hands and seals and have executed this Agement, in three (3) copies, the day and year first above written. Town of Southold ( SEAL) By: Town SURery sor (S+) By (Contractor) AGR -2 r��J-Dilk_� (ACKNOWLEDGMENT OF OFFICER OR OWNER ATTESTING CONTRACT) State of ) SS: County of ) On this day of , 19 , before me personally came and appeared to me known, who, being by me duly sworn, did depose and say that he is the of the described in and which executed the foregoing instrument, that he knows the seal of said Owner; that one of the impressions appearing on said instrument is a true and correct impression of such seal; and that he affixed it thereto and attest the same over his signature by virtue of the authority in him vested. Notary Public (ACKNOWLEDGMENT OF CONTRACTOR, IF A CORPORATION) State of ) SS: County of ) On this day of , 19 , before me personally came and appeared to me known, who, being by me duly sworn, did depose and say that he resides at that he is the of , the corporation described in which executed the foregoing instru- ment that he knows the seal of said corporation; that one of the seals affixed to said instrument is such seal; that it was so affixed by order of the Directors of said corporation, and that he signed his name thereto by like order. Notary Public AGR -3 AGREEMENT (ACKNOWLEDGMENT OF CONTRACTOR, IF A PARTNERSHIP) State of ) SS: County of On this day of me personally came and appeared _ , 19 , before to me known and known to me to be one of the members of the firm of described in and who executed the foregoing instrument, and he acknowledged to me that he executed the same as and for the act and deed of said firm. Notary Public (ACKNOWLEDGMENT OF CONTRACTOR, IF AN INDIVIDUAL) State of ) SS: County of ) On this day of 19 , before me personally came and appeared to me known and known to me to be the person described in and who executed the foregoing instrument and acknowledged that he executed the same. Notary Public AGR -4 AGREEMENT (CERTIFICATE OWNER'S ATTORNEY) OF 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 author- ized representatives; that said representatives have full power and authority to execute said Agreements on behalf of the respective parties named thereon; 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. Date AGR -5 Owner's Attorney 4.0-01. 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. of Work and ou The Owner reserves and shall have the right to make such alterations in the work as may be necessary or desirable to complete the work originally intended in an acceptable manner. Unless otherwise specified herein, the Engineer shall be and is hereby authorized to make such alterations in the work as may increase or decrease the originally awarded Contract quantities, provided that the aggregate of such alterations does not change the total. Contract cost or the total cost of any major contract item by more than twenty-five percent (25%) (total cost being based on_ the unit prices and estimated quantities in the awarded Contract). Alterations which do not exceed the twenty-five percent (25%) limitation shall not invalidate the Contract nor release the surety, and the Contractor agrees to accept payment for such alterations as if the altered work had been a part of the original Contract. These alterations which are for work within the general scpe'of the Contract shall be covered by "Change orders" issued by the Engineer. Change Orders for altered work shall include extenitons of Contract time where, in the Engineer's opinion, such extensions are commensurate with the amount and difficulty of added work. Should the aggregate amount of altered work exceed the twenty- five percent (25%) limitation hereinbefore specified, such excess altered work shall be covered by Supplemental Agreement. If the Owner and the Contractor are unable to agree on a unit adjustment for any Contract item that requires a Supplemental Agreement, the Owner reserves the right to terminate the Contract with respect to the item and make other arrangements for its completion. All Supplemental Agreements shall be approved by the FAA and shall include valid wage determinations of the U.S. Secretary of Labor when the amount of the Supplemental Agreement exceeds two thousand dollars ($2,000.00). However, if the Contractor elects to waive the limitations on work that increases or decreases the originally awarded Contract or any major Contract item by more than twenty-five percent (25%), the Supplemental Agreement shall be 40 - 1 GENERAL PROVISIONS SECTION 40 - SCOPE OF WORK subject to the same U. S. Secretary of Labor wage determination as was included in the originally awarded Contract. All Supplemental Agreements shall require consent of the Contractor's surety and separate performance and payment bonds. 40-03. Omitted Item The Engineer may, in the Owner's best interest, omit from the work any Contract item, except major Contract items. Major Contract items may be omitted by a Supplemental Agreement. Such omission of Contract items shall not invalidate any other Contract provision or requirement. Should a Contract item be omitted or otherwise ordered to be non -performed, the Contractor shall be paid for all work performed toward completion of such item prior to the date of the order to omit such item. Payment for work performed shall be in accordance with the subsection titled PAYMENT FOR OMITTED ITEMS of Section 90. 40-04. Extra Wor Should acceptable completion of the Contract require the Contractor to perform an item of work for which no basis of payment has been provided in the original Contract or previously issued Change Orders or Supplemental Agreements, the same shall be called Extra Work. Extra work that is within the general scope of the Contract shall be covered by written Change Order. Change Orders for such extra work shall contain agreed unit and/or4'lump sum prices for performing the Change Order work in accordance with the requirements specified in the order and shall contain any adjustment to the Contract time that, in the Engineer's opinion, is necessary for completion of such extra work. Extra work to be performed on the basis of agreed prices where no applicable unit or lump sum prices have been included in the Contract shall be based upon a Contractor's price analysis for the work. The price analysis will be completed as outlined in the subsection of Section 90 titled PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK. When determined by the Engineer to be in the Owner's best interest, he may order the Contractor to proceed with extra work by force account as provided in the subsection titled PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK of Section 90. 40 - 2 Extra work that is necessary for acceptable completion of the Projec , but is not within the general scope of the,work cove=d by the original Contract shall be covered by a Supplemental Agreement As hereinbefore defined in the subsection titled SUPPLE- 14ENTAL AGREEMENT of Section 10. Any claim for payment for extra work that is not covered by written Agreement (Change Order or Supplemental Agreement) shall be rejected by the owner. 40-05, MAintgnance 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. It is understood and agreed that the Contractor shall provide for the free 'and unobstructed movement of aircraft in the air operations areas of the airport with respect to his own operations and the operations of all his S contr'`actOra as specified in the subsection titled LIMITATON IOF OPERATIONS of Section 80. It is further understood and agro, , ed that the Contract - or 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 air -port as specified in the subsection titled CONTRACTORS RESPONSIBILITY FOR UTILITY SERVICE AND FACILITIES OF OWNER$, in Section 70. With respect to his own operations and the operations of all his 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. When the Contract requires the maintenance of vehicular traffic on an existing road, street, or highway during the Con- tractor's performance of work that is otherwise provided for in'the Contract, Plans, and specifications, the Contractor shall keep such road, street, or highway open to all traffic and shall provide such maintenance as may be required to accommodate traffic. The Contractor shall furnish, erect, and maintain barricades, warning signs, flagmen, and other traffic control devices in reasonable conformity with the manual of Uniform Traffic Control Devices for Streets and Highways (published by the United States Government Printing office), unless otherwise specified herein. The Contractor shall also construct and maintain in a safe condition any temporary connections necessary for ingress to and egress from 40 - 3 GENERAL PROVISIONS SECTION 40 SCOPE OF WORK Extra work that is necessary for acceptable completion of the Projec , but is not within the general scope of the,work cove=d by the original Contract shall be covered by a Supplemental Agreement As hereinbefore defined in the subsection titled SUPPLE- 14ENTAL AGREEMENT of Section 10. Any claim for payment for extra work that is not covered by written Agreement (Change Order or Supplemental Agreement) shall be rejected by the owner. 40-05, MAintgnance 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. It is understood and agreed that the Contractor shall provide for the free 'and unobstructed movement of aircraft in the air operations areas of the airport with respect to his own operations and the operations of all his S contr'`actOra as specified in the subsection titled LIMITATON IOF OPERATIONS of Section 80. It is further understood and agro, , ed that the Contract - or 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 air -port as specified in the subsection titled CONTRACTORS RESPONSIBILITY FOR UTILITY SERVICE AND FACILITIES OF OWNER$, in Section 70. With respect to his own operations and the operations of all his 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. When the Contract requires the maintenance of vehicular traffic on an existing road, street, or highway during the Con- tractor's performance of work that is otherwise provided for in'the Contract, Plans, and specifications, the Contractor shall keep such road, street, or highway open to all traffic and shall provide such maintenance as may be required to accommodate traffic. The Contractor shall furnish, erect, and maintain barricades, warning signs, flagmen, and other traffic control devices in reasonable conformity with the manual of Uniform Traffic Control Devices for Streets and Highways (published by the United States Government Printing office), unless otherwise specified herein. The Contractor shall also construct and maintain in a safe condition any temporary connections necessary for ingress to and egress from 40 - 3 GENERAL PROVISIONS SECTION 40 - SCOPE OF WORK abutting property or intersecting roads, streets or highways. Unless otherwise specified herein, the Contractor will not be required to furnish snow removal for such existiny' road, street, or highway. The Contractor shall make his own estimate of all labor, materials, equipment, and incidentals necessary for providing the maintenance of aircraft and vehicular traffic as specified in this subsection. The cost of maintaining the aircraft and vehicular traffic specified in this subsection shall not be measured or paid for directly but shall be included in the various Contract items. 40-06. Removal of Existing Structures. All existing structures encountered within the established lines, grades, or grading sections shall be removed by the Con- tractor, unless such existing structures are otherwise specified to be relocated, adjusted up or down, salvaged, abandoned in place, reused in the_ work or to remain in place. The cost of removing such existing structures shall not be measured or paid for directly, but shall be included in the various Contract items. Should the Contractor encounter an existing structure (above or below ground) in the work for which the disposition is not indicated on the Plans, the Engineer shall be notified prior to disturbing such structure. The disposition of existing structures so encountered shall be immediately determined by the Engineer in accordance with the provisions of the Contract. Except as provided in the subsection titled RIGHTS IN AND USE OF MATERIALS FOUND IN THE WORK of this section, it is intended that all existing materials or structures that may be encountered (within the lines, grades, or grading sections established for completion of the work) shall be utilized in the work as otherwise provided for in the Contract and shall remain the property of the Owner when so utilized in the work. 40 - 4 _•� • � •- a ••�, 40-07. Rights In and Use Of Materials Found In The Work. Should the Contractor encounter any material such as (but not restricted to) sand, stone, gravel, slag, or concrete slabs within the established lines, grades, or grading sections, the use of which is intended by the terms of the Contract to be either embankment or waste, he may at his option either: a. Use such material in another Contract item, providing such use is approved by the Engineer and is in conform- ance with the Contract Specifications applicable to such use; or, b. Remove such material from the site, upon written approval of the Engineer; or, C. Use such material for his 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), he shall request the Engineer's approval in advance of such use. Should the Engineer approve the Contractor's request to exercise option (a), (b), or (c), the Contractor shall be paid for the excavation or removal of such material at the applicable Contract price. The Contractor shall replace, at his own expense, such removed or excavated material with an agreed equal volume of material that is acceptable for use in constructing embankment, backfills, or otherwise to the extent that such replacement mater- ial is needed to complete the Contract work. The Contractor shall not be charged for his use of such material so used in the work or removed from the site. Should the Engineer approve the Contractor's exercise of option (a), the Contractor shall be paid at the applicable Contract price for furnishing and installing such, material in accordance with requirements of the Contract item in which the material is used. Tt is understood and agreed that the Contractor shall make no claim for delays by reason of this exercise of option (a), (b), or (c) • . 40 - 5 GENERALPROVISIONS SECTION 40 - SCOPE OF WORK 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 Cleaning Up. 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. He shall cut all brush and woods within the limits indicated and shall leave the site in a neat and presentable condition. Material cleared from the site and deposited on adjacent property will not be considered as having been disposed of satisfactorily, unless the Contractor has obtained the written permission of such property owner. 40-09. Debris. The Contractor shall remove all debris and rubbish resulting from his work at frequent intervals on the order of the Engineer, and at completion leave the premises broom -clean and everything in perfect order and repair. Upon neglect or refusal of any Contractor to keep the premises clear, the Engineer shall have the authority to have such work performed, and the cost of the same shall be charged to the Contractor in default and collected from any monies which have or may become due on this Contract; and the Engineer shall issue no certificates of payment on the Contract until premises are clear and in good order, and all claims created properly adjusted. 40-10. Subsurface Conditions. Boring information, if applicable, has been obtained by the Owner in the vicinity of the work of this Contract and as shown on separate sheets which are not part of the Contract Drawings nor any part of the Contract Documents. The boring information shown on these drawings or sheets is available to bidders, Contractors and other interested parties only as a convenience and is made available without expressed or implied representation, assurance or guarantee that the information is adequate, complete or correct, or that it represents a true picture of the subsurface conditions to be encountered or that all pertinent boring information in the possession of the Owner or Engineer has been furnished. 40 - 6 i_: z1ows I&I COW W -1P 01 i K tl01 • A r N a5 It shall be the Contractor's obligation to satisfy himself as to the nature, character, quality, and quantity of subsurface conditions likely to be encountered and any reliance upon the -boring information made available by the Owner shall be at the Contractor's risk. The Contractor agrees that he shall neither have nor assert against the Owner or Engineer any claim for damages or extra work or for relief from any obligation of this Contract based upon the boring information made available or based upon the failure by the Owner to furnish additional or all boring information in the Owner's or Engineer's possession. Any holder of Contract Documents will be permitted to make test borings, test pits, soundings, etc. on the test site of the work if he so desires, subject to approval by the Owner. It should be understood that the party or parties receiving such approval must assume all risk and liability contingent thereto. 40 - 7 r .: GENERAL PROVISIONS SECTION 50 - CONTROL OF WORK 50-01. Authority of the Engineer. The Engineer shall decide any and all questions which may arise as to the quality and acceptability of materials furnished, work performed, and as to ' the manner of performance and rate of progress of the work. He shall decide all questions which may arise as to the interpretation of the Specifications or Plans relating to the work, the fulfillment of the Contract on the part of the Contractor, and the rights of different Contractors on the Project. The Engineer shall determine the amount and quality of the several kinds of work.performed and materials furnished which are to be paid for under the Contract. 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 require- ments that are specified (including specified tolerances) in the Contract, Plans, or Specifications. If the Engineer* finds the materials furnished, work performed., or the finished product not within reasonably close conformity with the Plans and Specifications but that the portion of the work affected will, in his opinion, result in a finished product having a level of safety, economy, durability, and workmanship acceptable to the Owner, he will advise the Owner of his determination that the affected work be accepted and remain in place. In this event, the Engineer will document his determination and recommend to the Owner a basis of acceptance which will provide for an adjustment in the Contract price for the affected portion of the work. The Engineer's determination and recommended Contract price adjustments will be based on good engineering judgment and such tests or retests of the affected work as are, in his opinion, needed. Changes in the Contract price shall be covered by Contract modifications (Change Order or Supplemental Agreement) as appli- cable. If the Engineer finds the materials furnished, work performed, or the finished product are not in reasonably close conformity with the Plans and Specifications and have resulted in an unacceptable finished product, the affected work or materials shall be removed and replaced or otherwise corrected by and at the expense of the Contractor in accordance with the Engineer's written orders. 50 - 1 ON 50_- CONTROL 4F WO For the purpose of this subsection, the term "reasonably close conformity" shall not be construed as waiving the Contractor's responsibility to complete the work in accordance with the Contra t, Plans, and Specifications. The term shall not be construed as waiving the Engineer's right to insist on strict compliance with the requirements of the Contract, Plans, and Specifications during the Contractor's prosecution of the work, when, in the Engineer's opinion, such compliance is essential to provide an acceptable finished portion of the work. For the purpose of this subsection, the term "reasonably close conformity" is also intended to provide the Engineer with the authority to use good engineering judgment in his determinations as to acceptance of work that is not in strict conformity but will provide a finished product equal to or better than that intended by the requirements of the Contract, Plans and Specifications. Sa--!03. Coordination The Contract, Plans, Specifications, and all referenced standards cited are essential parts of the Contract requirements. A requirement occurring in one is as binding as though occurring in all. They are intended to be complementary and to describe and provide for a complete work. In case of discrepancy, calculated dimensions will govern over scaled dimensions Contract Technical Specifications shall govern over Contract General Provis.icna Plans, cited standards for materials or testing, and cited FAA Advisory Circulars; Contract General Provisions shall govern over Plans, cited standards for materials or testing, and cited FAA Advisory Circulars; Plans shall govern over cited standards for materials or testing and cited FAA Advisory Circulars. The Contractor shall not take advantage of any apparent error or omission on the Plans or Specifications. In the event the Contractor discovers any apparent error or discrepancy', he shall immediately call upon the Engineer for his interpretation and decision, and such decision -shall be final. 50=04. Cooperation of Contractor. The Contractor will be supplied with three (3) copies each of the Plana and Specifications. He shall have available on the Mork at all times one (1) copy each of the Plans and Specifications. Additional copies of Plans and Specifications may be obtained by the Contractor as specified in the subsection titled CONTRACT DRAWINGS FURNISHED TO CONTRACTORS of Section 30. 50 - 2 GENERAL PROVISIONS SECTION 50 - CONTROL OF WORK. The Contractor shall give constant attention to the work to facilitate the progress thereof, and he shall cooperate with the Engineer and his inspectors and with other Contractors in every way possible. The Engineer shall allocate the work and designate the sequence of construction in case of controversy between Con- tractors. The Contractor shall have a competent superintendent on the work at all times who is fully authorized as his agent on the work. The superintendent shall be capable of reading and thoroughly understanding the Plans and Specifications and shall receive and fulfill instructions from the Engineer or his author- ized representative. 50-05. Cooperation Between Contractors. The Owner reserves the right to contract for and perform other or additional work on or near the work covered by this Contract. When separate Contracts are let within the limits of any one project, each Contractor shall conduct his work so as not to interfere with or hinder the progress of completion of the work being performed by other Contractors. Contractors working on the same project shall cooperate with each other as directed. Each Contractor involved shall assume all liability, financial or otherwise, in connection with his Contract and shall protect and save harmless the Owner from any and all damages or claims that may arise because of inconvenience, delays, or loss experienced by him because of the presence and operations of other Contractors working within the limits of the same project. The Contractor shall arrange his work and shall place and dispose of the materials being used so as not to interfere with the operations of the other Contractors within the limits of the same project. He shall join his work with that of the others in an acceptable manner and shall perform it in proper sequence to that of the others. 50-06. Construction Layout and Stakes The designation "Subgrade" is the bottom line or surface to which the excavations are necessarily made for the purpose of building the work in accordance with the Drawings, not including the additional depth of excavation required for any special foun- dation that may be ordered. 50 - 3 .•0 SECTION 50 - CONTROL OF WOR,; "Invert" or "grade line" for pipes and sewers mentioned in these Specifications and indicated on the Drawings refers to the inside bottom of the pipe of the surface upon which sewage or water flows along the centerline of the completed work. The Contractor must furnish all control for the layout and construction of the work. Basic control information has been shown on the Plans. The Engineer, at the request of the Contractor, will set a benchmark at a location to be determined for the Contractor's control prior to construction. The Contractor shall give the work his personal attention and supervision, layout his own work, do all necessary leveling and wteasuring, or employ a competent engineer to do so. It shall be no part of the duty of the Engineer, or any of the inspectors, to perform any of this service, but if any such service should be done by the Engineer or any of the inspectors, it shall be done at the request and with the approval of the Contractor interested, and no pleas as to the acts or directions of others than the Engineer will be admitted" in justification of any errors of Construction where a departure is made from the Drawings, Specifications, or Contract, and such plea in justification shall in no way be binding upon the Owner. Figures and full-size drawings shall take precedence over scale measurements and drawings. Any Contractor performing constructive or finish work of any kind or character, which is of corresponding relationship with work .performed by another Contractor, shall layout his work according to the work already constructed and take all exact measurements therefrom, and prepare all Shop Drawings in accordance with the same, and complete all work to the exact measurements thus obtained and without creating any claim or obligation on the Owner. If any part of the Contractor's work is dependent for its proper execution, or for its subsequent efficiency or appearance, on the character or condition of associated or contiguous work not executed by him, the Contractor shall examine such associated or contiguous work, and shall report to the Engineer, in writing, any imperfections therein or any conditions that render it unsuitable for the reception of his work. in case the Contractor proceeds wi.thbut making such written report, he shall be held responsible for any defects in his own work in consequencethereof, and shall not be relieved of the obligation of any guarantee because of any such imperfection or condition. 50 4 GENERAL PROVISIONS SECTION 50 - CONTROL OF WORK 50-07. Automatically Controlled Ecruipment. Whenever batching or mixing plant equipment is required to be operated automatically under the Contract and a breakdown or malfunction of the automatic controls occurs, the equipment may be operated manually or by other methods for a period of forty- eight (48) hours following the breakdown or malfunction, provided this method of operations will produce results which conform to all other requirements of the Contract. 50-08. Authority and Duties of Inspectors. Inspectors employed by the Owner shall be authorized to inspect all work done and all material furnished. Such inspection may extend to all or any part of the work and to the preparation, fabrication, or manufacture of the materials to be used. Inspec- tors are not authorized to revoke, alter, or waive any provision of the Contract. Inspectors are not authorized to issue instruc- tions contrary to the Plans and Specifications or to act as foreman for the Contractor. Inspectors employed by the Owner are authorized to notify the Contractor or his representative of any failure of the work or materials to conform to the requirements of the Contract, Plans, or Specifications and to reject such nonconforming materials in question until such issues can be referred to the Engineer for his decision. 50-09. Inspection of the Work. All materials and each part or detail of the work shall be subject to inspection by the Engineer. The Engineer shall be allowed access to all parts of the work and shall be furnished with such information and assistance by the Contractor as is required to make a complete and detailed inspection. If the Engineer requests it, the Contractor, at any time before acceptance of the work, shall remove or uncover such por- tions of the finished work as may be directed. After examination, the Contractor shall restore said portions of the work to the standard required by the Specifications. Should the work thus exposed or examined prove acceptable, the uncovering, or removing, and the replacing of the covering or making good of the parts removed will be paid for as Extra Work; but should the work so exposed or examined prove unacceptable, the uncovering, or removing, and the replacing of the covering or making good of the parts removed will be at the Contractor's expense. 50 - 5 GENERAL P 9VISIONS SECTION 50 - CONTROL OF WORK Any work done or materials used without supervision or in- spection by an authorized representative of the Owner may be ordered removed an& replaced at the Contractor's expense unless tho, I mar's representative failed to inspect after hawing been given reasonable notice in writing that the work was to be per- formed. 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. 5th Removal of Unacceptable and Unauthorized Work. All work which does not conform to the requirements of the Contract, Plans, and Specifications will be considered unacceptable unless otherwise determined acceptable by the Engineer, as provided in the subsection titled CONFORMITY WITH PLANS AND SPECIFICATIONS of this section. Unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner in accordance with the provisions of the subsection titled CONTRACTOR'S RESPONSIBILITY FOR WORK of Section 70. No work will be done prior to the Engineer's establishment of a benchmark for the Contractor's control (as described in the subsection of this section titled CONSTRUCTION LAYOUT AND STAKES) if such is required by the Contractor for the construction of this project. work done contrary to the instructions of the Engineer, work done beyond the lines shown on the Plans or as given, 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 forthwith with any order of the Engineer made under the provisions of this subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced and unauthorized work to be removed and to deduct the costs (incurred by the Owner) from any monies due or to become due the Contractor. 50 - 6 GENERAL PROVISIONS SECTION 50 - CONTROL OF WORK 50-11. Load Restrictions. The Contractor shall comply with ali 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 which 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 struc- ture before the expiration of the curing period. The Contractor shall be responsible for all damage done by his hauling equipment and shall correct such damage at his own expense. 1 50-12. Maintenance During Construction The Contractor shall maintain the work during construction and until the work is accepted.. This maintenance shall constitute continuous and effective, work prosecuted day by day, with adequate equipment and forces so that the work is maintained in satisfactory condition at all times. In the case of a Contract for the placing of a course upon a course or subgrade previously constructed, the Contractor shall maintain the previous course or subgrade during all construction operations. All costs of maintenance work during construction and before the project is accepted, shall be included in the unit prices bid on the various Contract items, and the Contractor will not be paid an additional amount for such work. 50-13. Failure to Maintain the Work. Should the Contractor at any time fail to maintain the work as provided in the subsection titled MAINTENANCE DURING CONSTRUC- TION of this section, the Engineer shall immediately notify the Contractor of such noncompliance. Such notification shall specify a reasonable time within which the Contractor shall be required to remedy such unsatisfactory maintenance condition. The time specified will give due consideration to the exigency that exists. 50 - 7 GENERAL PROVISIONS SECTION 50 - CONTROL OF WORK Should the Contractor fail to respond to the Engineer's notification, the Engineer may suspend any work necessary for the Ownerto correct such unsatisfactory maintenance condition, deponing on the exigency that exists. Any maintenances cost intUrred by the Owner, shall be deducted from monies due or to become due the Contractor. Partial Acceptance. If at any time during the prosecution of the Project the Contractor substantially completes a usable unit or portion of the work, the occupancy of which will benefit the Owner, he may request the Engineer to make final inspection of that unit. If I-bi Engineer finds upon inspection that the unit has been satin factoril.y completed in compliance with the Contract, he may accept it as being completed, 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 AcceRtance. Upon due notice from the Contractor of presumptive completion of the entire Project, the Engineer and Owner will make an inspec- tion. If all construction provided for and contemplated by the Contract is found to be completed in accordance with the Contract,' Plane, and Specifications, such inspection shall constitute the final inspection. The Engineer shall notify the Contractor in writing of final acceptance as of the date of the final inspection. If, however, the inspection discloses any work, in whole or in part, as being unsatisfactory, the Engineer will give the Contractor the necessary instructions for correction of same, and the Contractor shall immediately comply with and execute such instructions. Upon correction of the work, another inspection will be made which shall constitute the final inspection, provided the work has been satisfactorily completed. In such event, the Engineer will make the final acceptance and notify the Contractor in writing of this acceptance as of the date of final inspection. 50 - 8 GENERAL PROVISIONS SECTION 50 --CONTROL OF WORK 50-16. Claims for Adiustment and Disputes If for any reason the Contra,--toi deems that additional com- pensation is due him for work or materials not clearly provided for in the Contract, Plans, or Specifications or previously author- ized as Extra Work, he shall notify the Engineer in writing of his intention to claim such additional compensation before he begins the work on which he bases the claim. If such notification is not given or the Engineer is not afforded proper opportunity by the Contractor for keeping strict account of actual cost as required, then the Contractor hereby agrees to waive any claim for such additional compensation. Such notice by the Contractor and the fact that the Engineer has kept account of the cost of the work shall not in any way be construed as proving or substantiating the validity of the claim. When the work on which the claim for additional compensation is based has been completed, the Contractor shall, within ten (10) calendar days, submit his written claim to the Engineer who will present it to the Owner for consideration in accordance with local laws"or ordinances. Nothing in this subsection shall be construed as a waiver of the Contractor's right to dispute final payment based on differ- ences in measurements or computations. 50-17. Shop and Setting Drawings "Shop and Setting Drawings" or "Working Drawings" shall be supplied for each and every fabricated item or part. Drawings and data shall be submitted sufficiently in advance of the work to permit proper review, including time for necessary revisions and resubmittals. Delay to the work caused by late submission of Shop Drawings shall be the responsibility of the Contractor making such late submission. 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. 50 - 9 GENERAL PROVISIONS SECTION 50 - CONTROL OF WORK If the Contractor proposes equipment requiring materially different layout from that shown on the Plans and if such equipment is-appr ved by the Engineer, the Contractor shall submit drawings showig the revised layout of all affected structures, piping and equipment. Each drawing shall be dated and shall show the name of the Projekt, 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 pro- perly identified or that do not contain complete data on the work or that have not been checked 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 Specifications or with the Engineer's instructions. Such review does not indicate approval of every detail of the drawings nor of the work methods of the Contractor which are indicated thereon. Regardless of the corrections made in or made of such drawings by the Engineer, the Contractor will nevertheless be responsible for the accuracy of such drawings, for their conformity to the Plans and Specifications and for the proper fitting and 'construc- tion of the work. No work covered by shop and setting drawings shall be done until the drawings have been reviewed by the Engineer. 50-18. Electrical Shop Drawings Drawings for electrical equipment shall show physical dimen- sions and installation details and shall include elementary,atnd connection diagrams for each control assembly and the ihterconec tion diagrams; for all equipment. The drawings shall show clearly the coordination of control work, shall identify the cop ets external to electrical equipment and shall define the contact arrangement and control action of the primary and final control elements. 50 - 10 ENERAL PROVISIONS SECTION -50_7_ CONTROL OF WORK Where standard electrical control equipment having complex internal wiring is required, such as boiler control panels, gener- ator transfer panels, electric o_ 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 shall arise as to the type of information to be presented on the sub- mittal, the supplier shall direct inquiries to the Engineer through the Prime Contractor in advance of the preparation of his submittal. 50-19. Shop Drawing Approval Procedure The following procedure has been established for the submit- tal and processing of shop and setting drawings. Departures from this procedure may result in delay and misunderstandings. 1. In submitting drawings,'catalog data, and similar items for review, at least four (4) copies shall be submitted. This number includes one (1) for return to the Contractor bearing the review stamp. If the Contractor desires more than one (1) copy returned to him, he shall submit with the initial and subsequent transmittals the additional number desired up to a maximum of three (3) copies. If the Engineer requires additional copies, he will so inform the Contractor upon return of the reviewed material. Additional copies of reviewed Shop Drawings will be requested in the cases where the subject matter shown thereon requires coordination of two or more prime Contracts. Two (2) copies of each of such drawings received will be re -transmitted by the Engineer, whenever possible, to each of the other prime Contractors whose work is to be correlated with such drawings. The Engineer will re -transmit these drawings in order to facilitate each Contractor's coordination of his own work with that of the other Contracts. 2. For transmitting data for review, two (2) copies of the letter of transmittal will be required by the Engineer's office. Form letters may be used. 50 - 11 ••e e SECTION 50 CONTROL OF WO 3. All correspondence other than simple transmittal of data shall be in triplicate. 4. Unless otherwise requested, a single copy of tho cor- respondence emanating from the Engineer's office will be sent. Additional copies of correspondence up to a maximum of four (4) copies will be provided, if re- quested. 5. Drawings and similar data will be stamped as follows: a. "Approved", if no change or rejection is made. All but three (3) copies of the submitted data will be returned. b. "Approved As Noted", if minor changes or additions are made, but resubmittal is not considered neces- sary. All but three (3) copies of the submitted data will be returned and all copies will bear the corrective marks. C. "Returned For Correction", if the changes requested are extensive. In this case, resubmittal after correction is necessary and the same number of copies shall be included in the resubmittal as in the first submittal. One (1) copy of the first submittal will be retained by the Engineer's office and only two (2) copies will be returned to the Contractor unless the Contractor has requested the return of additional copies as set forth above. All other copies will be destroyed. d. "Rejected", if it is considered that the data submitted cannot with reasonable revision meet the requirements of the Plans and Specifications. As in "c." above, only two (2) copies will be returned unless additional copies have been requested`. One (1) copy will be retained by the Engineer's office and all others will be destroyed. e. "Incomplete Submission", 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. Only two (2) copies will be returned to the Contractor, one (l) copy will be retained by the Engineer and all other copies shall be destroyed GENERAL PROVISIONS SECTION 50 - CONTROL OF WORK 6. Unless otherwise approved in specific cases, all data must be transmitted by the Prime Contractor; not by the Subcontractors or vendc.-'S 7. Any changes other than those indicated as requested, made in drawings or other data, must be specifically brought to the attention of the Engineer upon resubmit- tal. Changes or additions shall not be made in or to reviewed data without re -review. 8. In order to eliminate cross filing, it is required that the subject matter of any one drawing be limited to one Payment Item. 50-20. Removal of Wate 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 Engineer 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. 50 - 13 PROVISIONS SECTION 50 - CONTROL,. OF WORK Where the presence of fine grained 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. The effluent pumped from the dewatering system shall be exam- ined periodically by qualified personnel to determine if the system is operating satisfactorily without the removal of fines. Unless otherwise directed by the Engineer or shownon the Contract Documents, the water level shall not be permitted to rise until construction in the immediate area is completed and the exca- vation backfilled to the original grade or proposed grade. Where well points are used, the groundwater shall be lowered and maintained continuously (day or 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 wellponting and has at least five (5) consecutive years of similar experience and can furnish a representative list of satis- factory 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. 50 - 14 GENERAL PROVISIONS SECTION 50 — CONTROL OF WORK Detached observation wells of similar construction to the wellpoints shall be installed at intervals of not less than fifty (50) feet along the opposita sae of the trench from the header pipe and line of wellpoints, or around the excavation for a struc- ture 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 (1') 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 own expense. 50-21. Sheeting and Bracing. The Contractor shall furnish, place and maintain such sheet- ing, 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. The Contrac-or shall submit details of all sheeting to be used on this project to the Engineer for review. These submitted details must be signed and stamped by a Professional Engineer licensed to practice in New York State. 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. 50 - 15 GENERAL PROVISIONS SECTION 50 - CONTROL OF WORK ,All material used for sheeting and bracing shall be sound and free from defects which` might impair its strength or effectiveness. All timber sheeting and bracing shall be sound and straight, free from cracks, shakes and large or loose knots, with dressed edges where directed and shall otherwise conform with National Design Specifications for Stress Grade Lumber for lumber of a minimum fiber stress of 1,200 pounds per square inch. All steel sheeting and bracing shall be sound and straight, free from bends, twists or splits, having square and undamaged ends and shall otherwise conform with ASTM Designation A328 -75A and shall have a minimum thickness of 3/8 -inch. 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. If, in the judgement of the Engineer, the sheeting or supports furnished are inadequate or unsuited for the purpose, he may order such sheeting or bracing to be replaced or additional sheeting and bracing to be installed. Any sheeting and bracing ordered and so installed for such purpose shall be furnished and installed at the expense of the Contractor. Whether or not the Engineer orders any additional sheeting or bracing to be installed or unsuitable sheeting or bracing to be replaced, 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. 50 - 16 GENERAL PROVISIONS SECTION 50 - CONTROL OF WORK 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. The Contractor shall give written notice, seventy-two (72) hours in advance of excavation operations, to all utility companies with services in the vicinity of such operations. A copy of such notification shall be filed with the Engineer. The use of a trench shield, box or similar device in place of sheeting and bracing will not be allowed. The Contractor, as a minimum, shall tight sheet and brace those areas shown on the Contract Drawings. 50 - 17 SECTION 60 - CONTROL OF MATERIALS ce of Suooly and ouality__Rectuirements. The materials used on the,work shall conform to the require- gents 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 ,Cont�ractor shall furnish complete statements to the Engineer as to the origin, composition, and manufacture of all materials to be used in the work. Such statements shall be furnished promptly after execution of the Contract but, in all cases, prior to delivery,of such materials. At the Engineer's option, materials may be approved at the source of supply before delivery is started. If it is found after trial that sources of supply for previously approved materials do .not produce specified products, the Contractor shall furnish materials from other sources. The Contractor shall furnish airport lighting equipment that conforms to the requirements of cited Materials Specifications. In addition, where an FAA Specification for airport lighting equipment is cited in the Plans or Specifications, the Contractor shall furnish such equipment that is: a. Listed in the FAA Advisory Circular AC 150/5345- 1, Approved Airport Lighting Equipment, that is in effect on the date of advertisement and, b. Produced by the manufacturer qualified (by FAA) to produce such specified and listed equipment. The following airport lighting equipment is required for this Contract and is to be furnished by the contractor in accordance with the requirements of this subsection: XQU—IMENT NAM.B Lights, Obstructions Connectors, Cable Cables, Underground Electric CITED FAA SPECIFICATION L-810 L-823 L-824 60 - 1 EFFECTIVE FAA AC OR APPROVAL LETTER FOR EQUIPMENT AND ffAMIJEtER AC 70/7460-1& AC 150/5345-26B Ac 150/5345-7D GENERAL PROVISIONS SECTION 60 - CONTROL OF MATERIALS 60-02. Samples. Tests. and Cited Specifications All materials used in '-ne work shall be inspected, tested, and approved by the Engineer before incorporation in the work. Any work in which untested materials are used without approval or written permission of the Engineer shall be performed at the Contractor's risk. Materials found to be unacceptable unauthorized will not be paid for and, if directed by the Engineer, shall be removed at the Contractor's expense. Unless otherwise designated, tests in accordance with the cited standard methods of AASHTO or ASTM which are current on the date of advertisement for bids will be made by and at the expense of the Owner. THE COST OF ALL FAILING TESTS SHALL BE BORNE BY THE CONTRACTOR. Samples will be taken by a qualified representative of the Owner. 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 his request. 60-03. Certification of Compliance The Engineer may permit the use, prior to sampling and testing, of certain materials or assemblies when accompanied by manufacturer's certificates of compliance stating that such materials or assemblies fully.comply with the requirements of the Contract. The certificate shall be signed by the manufacturer. Each lot of such materials or assemblies delivered to the work must be accompanied by a certificate of compliance in which the lot is clearly identified. Materials or assemblies used on the basis of certificates of compliance may be sampled and tested at any time and if found not to be in conformity with Contract requirements will be subject to rejection whether in place or not. The form and distribution of certificates of compliance shall be as approved by the Engineer. When a material or assembly is specified by "brand name or equal" and the Contractor elects to furnish the specified "brand name," the Contractor shall be required to furnish the manufac- turer'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, 60 - 2 i GENERAL PROVISIONS SECTION 60 - CONTROL OF MATERIALS b. Suitability of the material or assembly for the use intended in the Contract work. Should the Contractor propose to furnish an "or equal" material or assembly, he shall furnish the manufacturer's certifi- cates of compliance as hereinbefore described for the sci p fied brand name material or assembly. However, the Engineer shall be the sole judge as to whether the proposed "or equal" is suitable for use in the work. The Engineer reserves the right to refuse permission for use of materials or assemblies on the basis of certificates of co%pli- ante 60-04. Plant Inspection The Engineer or his 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 his acceptance of the material or assembly. Should the Engineer conduct plant inspections, the following conditions shall exist: a. The Engineer shall have the cooperation and assistance of the Contractor and the producer with whom he has contracted for materials. b The Engineer shall have full entry at all reasonable times to such parts of the plant that concern the manufacture or production of the materials being furnished. C. If required by the Engineer, the Contractor shall arrange for adequate office or working space that may be reasonably needed for conducting plant inspections Office or working space should be conveniently located with respect to the plant. It is understood and agreed that the Owner shall have. the right to retest any material which has been tested and approved at the source of supply after it has been delivered to the site. The Engineer shall have the right to reject only material which, when retested, does not meet the requirements of the Contract, Plans`, or Specifications. 60 - 3 SECTION 60 - CONTROL OF MATERIALS 60-05. Field Office. The Contractor specified. shat furnish a 60-06. Storage of Materials. field office as shown and Materials shall be so stored as to assure the preservation of their quality and fitness for the work. Stored materials, even though approved before storage, may again be inspected prior to their use in the work. Stored materials shall be located so as to facilitate their prompt inspection. The Contractor shall coordinate the storage of all materials with the Engineer. Materials to be stored on airport property shall not create an obstruction to air navigation nor shall they interfere with the free and unobstructed movement of aircraft. Unless otherwise shown on the Plans, the storage of materials and the location of the Contractor's plant and parked equipment or vehicles shall be as directed by the Engineer. Private property shall not be used for storage purposes without written permission of the Owner or Lessee of such property. The Contractor shall make all arrangements and bear all expenses for the storage of materials on private property. Upon request, the Contractor shall furnish the Engineer a copy of the property owner's permission. All storage sites on private or airport property shall be restored to their original condition by the Contractor at his entire expense, except as otherwise agreed to (in writing) by the Owner or Lessee of the property. 60-07. Unacceptable Materials. Any material or assembly that does not conform to the requirements of the Contract, Plans, or Specifications shall be considered unacceptable and shall be rejected. The Contractor shall remove any rejected material or assembly from the site of the work, unless otherwise instructed by the Engineer. No rejected material or assembly, the defects of which have been corrected by the Contractor, shall be returned to the site of the work until such time as the Engineer has approved its use in the work. 60 - 4 � . ` ~GENERAL PROVISIONS' ` SECTION ` � 60 - CONTROL OF MATERIALS 60-Qa-,--. Owner -Furnished Materials. The Contractor shall furnish all materials required to complete the work, except those specified herein (if any) to be furnished by the owner. Owner -furnished materials shall be made available to the Contractor at the location specified herein. 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 which 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. ' ^` GENERAL PROVISIONS SECTION 70 - LEGAL RELATIONS AND RESPONSIBILITIES 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. He shall at all times observe and comply with all such laws, ordinances, regulations, orders, and decrees; and shall protect and indemnify the Owner and all his/her officers, agents, or servants against any claim or liability arising from or based on the viola- tion of any such law, ordinance, regulation, order, or decree, whether by himself or his/her 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 prosecution 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, he shall provide for such use by suitable legal agree- ment with the patentee or owner. The Contractor and the surety shall indemnify and save 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 prose- cution or after the completion of the work. 70-04. Restoration of Surfaces Disturbed by Others. The Owner reserves the right to reconstruction, or maintenance of ar service, FAA or National Oceanic ani (NOAA) facility, or a utility service at any time during the progress of t such construction, reconstruction, or nated with the Owner, such authorized as follows: Owner Location NONE 70 - 1 authorize the construction, iy public or private utility 3 Atmospheric Administration of another government agency he work. To the extent that maintenance has been coordi- work (by others) is indicated Person To Contact SECTION 70 - LEGAL RELATIONS AND RESPONSIBILITIES TO EULIC Except as listed above, the Contractor shall not permit any individual, firm, or corporation to excavate or otherwise disturb such utility services or facilities located within the limits of the work without the written permission of the Engineer. Should the owner of public or private utility service, FAA, or NOAA facility, or a utility service of another government agency be authorized to construct, reconstruct, or maintain such utility service or facility during the progress of the work, the Contractor shall cooperate with such owners by arranging and performing the work in this Contract so as to facilitate such construction, reconstruction or maintenance by others whether or not such work by others is listed above. When ordered as Extra Work by the Engineer, the Contractor shall make all necessary repairs to the work which are due to such authorized work by others, unless otherwise provided for in the Contract, Plans, or Specifications. It is understood, and agreed that the Contractor shall not be entitled to make any claim for damages due to such authorized work by others or for any delay to the work resulting from such authorized work. 70-05. Federal Aid Participation. For AIP Contracts, the United States Government has agreed to reimburse the owner for some portion of the Contract costs. Such reimbursement is made from time to time upon the Owner's request to the FAA. In consideration of the United States Government's (FAA's) Agreement with the Owner, the Owner has included provisions in this Contract pursuant to the requirements of the Airport Improvement Program, as amended, and the Rules and Regulations of the Federal Aviation Administration that pertains to the work. As required by the Program, the Contract work is subject to the inspection and approval of duly authorized representatives of the Administrator, Federal Aviation Administration and is further subject to those provisions of the rules and regulations that are cited in the Contract, Plans, or Specifications. No requirement of the Program, the rules and regulations implementing the Program, or this Contract shall be construed as making the Federal Government a party to the Contract nor will any 70 - 2 GENERAL PROVISIONS SECTION 70 - LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC such requirement interfere, in any way, with the rights of either party to the Contract. 70-06. Sanitary, Health, and Safety Provisions. The Contractor shall provide and maintain in a neat, sanitary condition such accommodations for the use of his/her employees as may be necessary to comply with the requirements of the State and local Board of Health, or of other bodies or tribunals having jurisdiction. Attention is directed to Federal, State, and local laws, rules and regulations concerning construction safety and health standards. The Contractor shall not require any worker to work in surroundings or under conditions which are unsanitary, hazardous, or dangerous to his/her health or safety. 70-07. Public Convenience and Safety. The Contractor shall control his/her operations and those of his/her Subcontractors and all suppliers, to assure the. least inconvenience to the traveling public. Under all circumstances, safety shall be the most important consideration. The Contractor shall maintain the free and unobstructed movement of aircraft and vehicular traffic with respect to his/her own operations and those of his/her Subcontractors and all suppliers in accordance with the subsection titled MAINTENANCE OF TRAFFIC of Section 40 hereinbefore specified and shall limit such operations for the convenience and safety of the traveling public as specified in the subsection titled LIMITATION OF OPERATIONS of Section 80 hereinafter. 70-08 Barricades Warning Signs, and Hazard Markings. The.Contractor shall furnish, erect, and maintain all barri- cades, warning signs, and markings for hazards necessary to protect the public and the work. When used during periods of darkness, such barricades, warning signs and hazard markings shall be suit- ably illuminated. For vehicular and pedestrian traffic, the Contractor shall furnish, erect, and maintain barricades, warning signs, lights and other traffic control devices in reasonable conformity with the Manual of Uniform Traffic Control Devices for Streets and Highways (published by the United States Government Printing Office). rlf�] GEN BAId PROVISIONS 7; UZGAL RELATIONS-ANDRESPONSIBILITIES When the work requires closing an air operations area of the airport or portion of such area, the Contractor shall furnish, ere4and Maintain temporary markings and associated li htipg coltfbrming to the requirements of FAA Advisory Circular lS /534 -1, Marking of Paved Areas on Airports. Thhe Contractor shall furnish, erect, and maintain markings and associAted lighting of open trenches, excavations, temporary stock piles, and his/her parked construction equipment that may be hazardous to the operation of emergency fire -rescue or ma nten�:e vehicles on the airport in reasonable conformance to 'FAA Advisory Circular 150/5370-2, Operational Safety on Airports touring Construction Activity. The Contractor shall identify each motorized vehicle or piece of construction equipment in reasonable conformance to FAA Advisory circular 150/5370-2. The Contractor shall furnish and erect all barricades, warning signs, and markings for hazards prior to commencing work which requires such erection and shall maintain the barricades, warning signs, and markings for hazards until their dismantling is directed by the Engineer. Open -flame type lights shall not be permitted within the air operations areas of the airport, U-09. Use of Explosives. When the use of explosives is necessary for the prosecution of the work, the Contractor shall exercise the utmost care not to endanger life or property, including new work. The Contractor shall be responsible for all damage resulting from the use of explosives. All explosives shall be stored in a secure manner in compliance with all laws and ordinances, and all such star places shall be clearly marked. Where no local laws or ordinanci s apply, storage shall be provided satisfactory to the Enginr a�., in general, not closer than one thousand (1,000) feet from the work or from any building, road, or other place of human occupancy. The Contractor shall notify each property owner and public' utility company having structures or facilities in proximity 'to the si:te'of the work of his/her intention to use explosives. Such notice shall be given sufficiently in advance to enable then to take such steps as they may deem necessary to protect their 70 4 GENERAL PROVISIONS SECTION 70 - LEGA RELATIONS AND RESPONSIBILITIES TO PUBLIC property from injury. The use of elect ical blasting caps shall not be permitted on or within one thousand (1,0'0) feet of the airport property. 70-10. Protection and Restoration of Property and Landscape. The Contractor shall be responsible for the preservation of all -public and private property, and shall protect carefully from disturbance or damage all land monuments and property marks until the Engineer has witnessed or otherwise referenced their location and shall not move them until directed. The Contractor shall be responsible for all damage or injury to property of any character, during the prosecution of the work, resulting from any act, omission, neglect, or misconduct in his/her manner or method of executing the work, or at any time due to defective work or materials, and said responsibility will not be released until the project shall have 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 thereofby the Contractor, he shall restore, at his/her own expense, such property to a condition similar or equal to that existing before such damage or injury was done, by repairing, or otherwise restoring as may be directed, or he shall make good such damage or injury in an acceptable manner. 70-11. Responsibility for Damage Claims. The Contractor shall indemnify and save harmless the Engineer and the Owner and their officers, and employees from all suits, actions, or claims of any character brought because of any injuries or damage received or sustained by any person, persons, or property on account of the operations of the Contractor; or on account of or in consequence of any neglect in safeguarding the work; or through use of unacceptable materials in constructing the work; or because of any act or omission, neglect or misconduct of said Contractor; or because of any claims or 'amounts recovered from any infringements of patent, trademark, or copyright; or from any claims or amounts arising or recovered under the "Workmen's Compen- sation Act," orany other law, ordinance, order, or decree. Money due the Contractor under and by virtue of his/her Contract as may be considered necessary by the Owner for such purpose may be retained for the use of the Owner or, in case no money is due, 70 - 5 GENEBAL PROVISIONS 70 LEGAL s '• = _, his/her surety may be held until such suit or suits,action actions, claim or claims for injuries or damages as aforesaid sh have been settled and suitable evidence to, that effect fern -1 to the Owner, except that money due the Contractor will not withheld when the Contractor produces satisfactory evidence, t he is adequately protected by public liability and property dam insurance. 70-12. Testi Party feneficay Clause. or 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 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. 79-13.—Opening Sections of the Work to Traffic. Should it be necessary for the Contractor to complete portions of the Contract work for the beneficial occupancy of the Owner prior to completion of the entire Contract, such "phasing" of the work shall be specified herein and indicated on the Plans. When so specified, the Contractor shall complete such portions of the work on or before the date specified or as otherwise specified. The Contractor shall make his/her own estimate of the difficulties involved in arranging his/her work to permit such beneficial occupancy by the Owner as described below: Phase or Required Date or Sequence Work Shown scription of Owner's Beneficial Qgcupancy on P1 n—Shget Specified construction phasing requirements are outlined in the General Provisions Section 80-12 of these Specifications. Upon completion of any portion of the work listed above, such portion shall be accepted by the Owner in accordance with the subsection titled PARTIAL ACCEPTANCE of Section 50. No portion of the work may be opened by the Contractor for public use until ordered by the Engineer in writing. Should it become necessary to open a portion of the work to public traffic 70 - 6 9ENERAL PROVISIONS SECTION 70 - LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC on a temporary or intermittent basis, such openings shall be made when, in the opinion of the Engineer, such portion of the work is in an acceptable condition to support the intended traffic. Temporary or intermittent openings are considered to be inherent in the work an shall not constitute either acceptance of the portion of the work so opened or a waiver of any provision of the Contract. Any damage to the portion of the work so opened that is not attributable to traffic which is permitted by the Owner shall be repaired by the Contractor at his/her expense. The Contractor shall make his/her own estimate of the inherent difficulties involved in completing the work under the conditions herein described and shall not claim any added compensation by reason of delay or increased cost due to opening a portion of the Contract work. 70-14. Contractor's Responsibility for Work. Until the Engineer's final written acceptance of the entire completed work, excepting only those portions of the work accepted in accordance with the subsection titled PARTIAL ACCEPTANCE of. Section 50, the Contractor shall have the charge and care thereof and shall take every precaution against injury or damage to any part due to the action of the elements or from any other cause, whether arising from the execution or from the non -execution of the work. The Contractor shall rebuild, repair, restore, and make good all injuries or damages to any portion of the work occasioned by any of the above causes before final acceptance and shall bear the expense thereof except damage to the work due to unforeseeable causes beyond the control of and without the fault or negligence of the Contractor, including but not restricted to acts of God such as earthquake, tidal wave, tornado, hurricane or other cataclysmic phenomenon of nature, or acts of the public enemy or of governmental 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 his/her expense. During such period of suspension of work, the Contractor shall properly and continuously maintain in an acceptable growing condition all living material in newly established plantings, seedings, and soddings furnished under his/her Contract, and shall take adequate precautions to protect new tree growth and other important vegetative growth against injury. 70 - 7 GENERAL PROVISIONS l 0 @—M • s ! • r PITO-Me-----._.____._� As provided in the subsection titled RESTORATION OF SURFACES DISTURBED BY OTHERS of this section, the Contractor shall coop rate 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 his/her operations to prevent the unscheduled interruption of such utility services and facilities. To the extent that such public or private utility servicer, FAA, or NOAA facilities, or utility services of another governmental agency are known to exist within the limits of the Contract work, the approximate locations have been indicated on the Plans and the Owners are indicated as follows: Utility Service Owner's or Facility Person to Contact !Qont Fishers Island Electric Mr. James Hancock Company 516/788-0720 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 his/her responsibility to protect such existing features from damage or unscheduled interruption of service. It is further understood and agreed that the Contractor shall, upon execution of the Contract, notify the owners of all, utility services or other facilities of his/her plan of operations. Such notification shall be in writing addressed to THE PERSON TO CONTACT as provided hereinbefore in this subsection and the subsection titled RESTORATION OF SURFACES DISTURBED BY OTHERS of this section. A copy of each notification shall be given to the Engineer. In addition, it shall be the responsibility of the Contractor to keep such individual Owners advised of changes in his/her plan of operations that would affect such Owners. 70 - 8 GENERAL PROVISIONS SECTION 70 - LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC Prior to commencing the work in the general vicinity of an existing utility service or facility, the Contractor shall again notify each such owner of his/her 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 (2) normal business days prior to the Contractor's commencement of operations in such general vicinity. The Contractor shall furnish a written summary of the notification to the Engineer. The Contractor's failure to give the two (2) day's notice hereinabove provided shall be cause for the Engineer to suspend the Contractor's operations in the general vicinity of a utility service or facility.. Where the outside limits of an underground utility service have been located and staked on the ground, the Contractor shall be required to use excavation methods acceptable to the Engineer within three (3) feet'(90 cm) of such outside limits at such points as may be required to insure 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, he shall immediately notify the proper authority and the Engineer and shall take all reasonable measures to prevent further damage or interruption of service. The Contractor, in such events, shall cooperate with the utility service or facility Owner and the Engineer continuously until such damage has been repaired and service restored to the satisfaction of the utility or facility Owner. The Contractor shall bear all costs of damage and restoration of service to any utility service or facility due to his/her operations whether or not due to negligence or accident. The Contract Owner reserves the right to deduct such costs from any monies due to or which may become due the Contractor, or his/her Surety. 70-16. Furnishing Rights -of -Way. The Owner will be responsible for furnishing all rights-of- way upon which the work is to be constructed in advance of the Contractor's operations. 70 - 9 70--17. Personal Liability of Public Officials. In carrying out any of the Contract provisions or in exercising any power or authority granted to him by this Contract, therm shall be no liability upon the Engineer, his/her authorized representatives, or any official 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-Ifi,. Xp fiver 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 estop the Owner frog► correcting any measurement, estimate, or certificate' made before or after completion of the work, nor shall the Owner be ]precluded or estopped from recovering from the Contractor or his/her Surety, or both, such overpayment as may be sustained, or by failure on the part of the Contractor to fulfill his/her .obligations under the Contract. A waiver on the part of the toner 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 Ovner'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. He shall take necessary precautions to prevent pollution of streams, lakes, ponds, and reservoirs with fuels, oils, bitumens, chemicals, or other harmful materials and to prevent pollution of the atmosphere from particulate and gaseous matter. Air Pollution I. QgW Burning ol Combustible Waste. a. No tires, oils, asphalt, paint or coated materials are permitted in the combustible waste piles. b. Burning will not be permitted within one thousand (1, 000) feet of a residential or built up area, nor within one hundred (100) feet of any standing timber or flammable 70 - 10 GENERAL PROVISIONS SECTION 70 - LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC growth. C. Burning shall not be permitted unless the prevailing winds are away from a nearby town or built-up area. d. Burning shall not be permitted during a local air inversion or other climatic condition, as would result in a pall of smoke over a nearby town or built-up area. e. Burning shall not be permitted when the danger of 'brush or forest fires is made known by State, local or Federal officials. f. The size and number of fires shall be restricted to avoid the danger of brush or forest fires. Burning shall be done under surveillance of a watchman, who will have fire .fighting equipment and tools readily available. "No burning shall be permitted until the Contractor has secured a permit from the County Department of Health." 2. Alternatives to Open Burning. a. Sound trees, stumps and brush may be cut off within six (6) inches above the ground and allowed to remain in areas outside of areas to be paved providing the depth of embankment will exceed three an one-half (3 1/2) feet. Tap roots and other projections over one and one-half (1 1/2) inches in diameter shall be grubbed out to a depth of at least eighteen (18) inches below the finished subgrade or slope elevation. Spoil materials removed by clearing and grubbing may be buried outside of airport construction graded areas, paved or to be paved areas, existing or future runway sites and taxiway safety or apron areas. 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. Excessive Dust Causes. a. Common construction operations which may cause excessive dust include: 70 - 11 (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 items which may cause air pollution are: (1) Volatiles escaping from asphalt and out back materials, (2) Use of herbicides or fertilizers. (3) Smoke from asphalt plants or heater/planers 4. C2npM1 of Dust and Other Air Pollutants. a. 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 paliatives 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, epi* nt and empty containers shall not be rinsed and discharged as to pollute a stream, etc. or the groundwater. (12) Bituminous mixing plants shall be equipped with a dust collector, to waste or return uniformly to the hot elevator all or any part of the' material collected, as stated in Specifications P201 and P401 and Advisory Circular 150/5370-1A. 70 - 12 GENERAL PROVISIONS SECTION 70 — LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC (13) Delay of operations until climate or wind conditions dissipate or inhibit the potential pollutants in a manner satisfactory to the Engineer. 5. Water Pollution. a. 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. The control devices shall be as shown on the Plans and/or - specified. b. The amount of surface area of erodible earth at any one time shall not exceed seven hundred fifty thousand (750,000) square feet unless otherwise specified by the Engineer. C. Pollutants such as fuels, lubricants, bitumens, raw sewage and other marful 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 or curing operations should not be allowed to enter live 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 his/her operations, any building, part of -a building, structure, or object which is incongruous with its surroundings, he shall immediately cease operations in that location and notify the Engineer. The Engineer will immediately investigate the Contractor's finding and will direct the Contractor to either resume his/her operations or to suspend operations as directed. 70 - 13 Should the Engineer 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 modification (Change order or Supplemental Agreement) as provided in the subsection titled EXTRA WORK of Section 40 and the subsection titled PAYMENT FOR EXTRA WORK AND FORCE ACCOUNT WORK of Section 90. If appropriate, the Contract modification shall include an extension of Contract time in accordance with the Subsection titled DETERMINATION AND EXTENSION OF CONTRACT TIME of Section 80. 70-21. New York State Department of Transportation Reguirements A. Standard rjaRses for New York S a Contracts 1. Executory Clause. In accordance with Section 41 of the State Finance Law, the State shall have no liability under this contract to the Contractor or to anyone else beyond funds appropriated and available for this contract. 2. Non -Assignment Clause. In accordance with Section 138 of the State Finance Law, this Contract may not be assigned by the Contractor or its right, title or interest therein assigned, transferred, conveyed, sublet or otherwise disposed of without the previous consent, in writing, of the State and any attempts to assign the contract without the State's written consent are null and void. The Contractor may, however, assign its right to receive payment 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 $5,000 ($20,000 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, 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. 70 - 14 GENERAL PROVISIONS SECTION 70 - LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC 4. Worker's 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. In accordance with Article 15 of the Executive Law (also known as the Human Rights Law) and all other State and Federal statutory and constitutional non-discrimination provisions, the Contractor will not discriminate against any employee or applicant for employment because of race, creed, color, sex, national origin, age, disability or marital status. Furthermore, in accordance with Section 220-e of the Labor Law, if this is a contract for the construction, alteration or repair of any public building or public work or for the manufacture, sale or distribution of materials, equipment or supplies, and to the extent that this contract shall be performed within the State of New York, Contractor agrees that neither it nor its subcontractors shall, by reason of race, creed, color, disability, sex or national origin: (a) discriminate in hiring against any New York State citizen who is qualified and available to perform the work; or (b) discriminate against or intimidate any employee hired for the performance of work under this contract. If this is a building service contract as defined in Section 230 of the Labor Law, then, in accordance with Section 239, thereof, Contractor agrees that neither it nor its Subcontractors shall, by reason of race, creed, color, national origin, age, sex or disability: (a) discriminate in hiring against any New York State citizen who is qualified and available to perform the work: or (b) discriminate against or intimidate any employee hired for the performance of work under this contract. Contractor is.subject to fines of $50.00 per person per day for any violation of Section 220-e or Section 239 as well as possible termination of this contract and forfeiture of all moneys due hereunder for a second or subsequent violation. 6. Wage and Hours Provisions. If this is a public work contract covered by Article 8 of the Labor Law or a building service contract covered by Article 9 thereof, neither Contractor's employees nor the employees of its 70 - 15 subcontractors may be required or permitted to work more than the number of hours or days stated in said statdes,, except as otherwise provided in the Labor Law and at 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 supplotumts. including the premium rates for overtime pay, as determined by the State Labor Department in aci:oiilance with the Labor Law. 7. Non -Collusive Bidding Requirement. In accordance with Section 139-d of the State Finance Law, if this contract was awarded based upon the submission of bids, Contractor warrants,, under penalty of perjury, that its bid, was arrived at independently and without collusion 4-ised,,at restricting competition. Contractor further warrants that, at the time contractor submitted its bid,,.' an 4uthorized and responsible person executed and do ' livered 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 d6atitactt ' 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 (2 NYCRR 105.4). 9. Set -Off Rights. The State shall have all of its common law and statutory rights of set-off. These rights shall include, but not be limited to, the State's option to 70 - 16 GENERAL PROVISIONS SECTION 70 LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC 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. 10. Record -Keeping Requirement. The Contractor shall establish and maintain complete and accurate books, records, documents, accounts and other evidence directly pertinent to performance under this contract for a period of six (6) years following final payment or the termination of this contract, whichever is later, and any extensions thereto. The State Comptroller and Attorney General or 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 such books, records, documents, accounts and other evidential material during the contract term, extensions thereof and said six (6) year period thereafter for the purposes of inspection, auditing and copying. "Termination of this contract", as used in this clause 10, shall mean the later completion of the work of the contract or the end date of the term stated in the contract. 11. 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. 12. Governing law. This contract shall be governed by the laws of the State of New York except where the federal supremacy clause requires otherwise. 13. Late Payment. Timeliness of payment and any interest to be paid to Contractor for late payment shall be governed by Article X1 -A of the State Finance Law to the extent required by law. 14. No Arbitration and Service of Process. Disputes involving this contract, including the breach or alleged breach thereof, may not be submitted to binding arbitration (except where statutorily authorized) but 70 - 17 B. must, instead, be heard in a court of competent jurisdiction of the State of New York. Contractor hereby consents to service of process upon it by registered or certified mail, return receipt requested. Tees and Coedit ons (Addendum No. 11 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 hereinafter provided in Schedule I hereof. (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 andwill 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. (fj Agrees that in accordance with independent contractor, it will such status that it will neither 70 - 18 its status as an conduct itself with hold itself out as GENERAL PROVISIONS SECTION 70-LEGAIj REXJATIQNS AND RESPONSIBILITIES TO PUB C B. must, instead, be heard in a court of competent jurisdiction of the State of New York. Contractor hereby consents to service of process upon it by registered or certified mail, return receipt requested. Tees and Coedit ons (Addendum No. 11 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 hereinafter provided in Schedule I hereof. (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 andwill 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. (fj Agrees that in accordance with independent contractor, it will such status that it will neither 70 - 18 its status as an conduct itself with hold itself out as C,ENERAL PROVISIONS SECTION 70-- LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC 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 righ=t or privilege applicable to an officer or employee of the State, including, but not limited to, Workmen's Compensation coverage, Unemployment Insurance Benefits, SocialSecurity coverage or Retirement membership or Credit. (g) Agrees that this agreement may be cancelled or terminated by the Grantee if any work under this agreement is in conflict with the provisions of Section 74 of the Public Officers Law. (h) Agrees that any patentable result arising out of this Agreement, as well as all information, designs, specification, know-how, data, and findings, shall be made available without cost to the State or its licenses for public use. (i) Agrees that for construction work he will furnish a performance bond in an amount at least equal to 100 percent of this contract price as security for the faithful performance of his contract and also a labor and material bond in an amount equal to 100 percent of his contract price as security for the payment of all persons performing labor on the project under his contract and furnishing materials in connection with his contract. The performance bond and the labor and material bond may be in one or in separate instruments in accordance with law. (j) Agrees that the Commissioner and the State Comptroller reserve the right to audit and inspect the work of the contractor and any and all records thereof through representatives of the State, as well as through officers and employees of the State, as they shall determine. (k) Agrees that, the State shall not be obligated or liable hereunder to any party other than the Grantee (1) Agrees that if any provision of this Agreement is held invalid, the remainder of this Agreement shall not be affected thereby if such remainder would then continue to conform to the terms and requirements 70 - 19 of the applicable law. (m) 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 Lams, 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. C. Qlalases tg be Included in Grantee Contracts (Sghgdule 1. Insurance) The grantee agrees to incorporate or cause to be incorporated into any contract in connection with the Project, the following clauses: The Contractor agrees to procure and maintain insurance of the kinds and in the amounts hereafter provided in insurance companies authorized to do business in New York State, covering all operations under the contract whether performed by it or Subcontractors. Before commencing the work, the Contractor shall furnish the Grantee a certificate or certificates in form satisfactory to the Grantee showing that 70 - 20 GENERAL PROVISIONS SECTION 70 - LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC it has complied with this Schedule, which certificate or certificates shall not be changed or cancelled until thirty days written notice has been given to the Grantee. The kinds and amounts of insurance required are as follows: 1. Policy or policies covering the obligations o e Contractor in accordance with the provisions of any applicable Workmen's Compensation or Disability Benefits Law, including for the State of New York, Chapter 41, Laws of 1914, as amended, known as the Workmen's Compensation Law, and amendments thereto, and Chapter 600 of the Laws of 1949, as amended, known as the Disability Benefits Law, and this agreement shall be void and no effect unless the Contractor procures such policy or policies and maintains the same in force during the term of his contract. 2. Protective Liability insurance issued to and covering the liability of the Grantee, the State, the Commissioner and all employees or other representatives of each of them, both officially and personally with respect to all operations under the contract including omissions and supervisory acts of the Grantee, the State, the Commissioner and their employees or other representatives with the following limits: Construction Bodily Injury Liability Each Each Person Occurrence Property Damage Liability Each Occurrence $1,000,000 $3,000,000 $1,000,000 Consultant and Other Services Aggregate $3,000,000 Bodily Injury Liability Property Damage Liability Each Each Each Person Occurrence Occurrence Aggregate $100,000 $300,000 $100,000 $300,000 3. Liability insurance issued to and covering the liability of the Contractor with respect to all work performed by him under this Agreement. 70 - 21 70 RESPONSIBILITIES TO 4. Liability, insurance issued to and covering the liability of each of the Contractor's Subcontractors with respect to all work performed by said Subcontractor under this Agreement. S. 6. Protective liability insurance issued to and covering the liability of the Contractor with respect to all work under this Agreement performed for the contractor by Subcontractor. Protective liability insurance issued to and covering the liability of the Grantee and all employees of the Grantee, both officially and personally, with respect to all operations under this agreement by the Contractor or by his Subcontractor, including omissions and supervisory acts of the Grantee and its employees. fi2t,e If work is to be performed by forces of the Grantee:,, the Grantee will provide or cause to be provided the insurance coverage provided in Paragraph B above. 7- Provisions For Federally ss' d Airggrt !Q2WMXMctjon Proi egts I. UQUIRED NOTICES FOR CONTRACTS OVER $1Q,000 1 The following is to be made a part of all solicitations for bids on all federally -assisted construction contracts or subcontracts in excess of $10,000.00. NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY (EXECUTIVE ORDER 11246, AS AMENDED) 2. The offeror's or bidder's attention is called to the "Equal Opportunity Clause's and the "Standard Federal Equal Employment opportunity Construction Contract Specifications" set forth herein. 3. The goals for minority and female participation, expressed in percentage terms FQH T WORt'ORCE on all construction work in a covered area, are as follows: Goals for Mingrity Participation Goals for Female Pantie pat on 5.8$ 6.9% 70 - 22 GENERAL PROVISIONS SECTION 70 - LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC (i) These goals are applicable to all the Contractor's CONSTRUCTION WORKFORCE (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. (ii) 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 established for the geographical area where the contract resulting from this solicitation is to be performed. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, 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 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. 4. The Contractor shall provide written notification to the Director, OFCCP, within 10 working days of award of any construction subcontract in excess of $10,000.00 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, estimated dollar amount of the subcontract, estimated starting and completion dates of the subcontract, and the geographical area in which the contract is to be performed. 5. As used in this notice and in the contract resulting from this solicitation, the "covered area" is Suffolk County, New York. 70 - 23 S=ION 70 GAL RELATIONS AND RESPONSIBILITIES TO PUB IC REPORTS All contractors and Subcontractors performing on federally - assisted projects are required to file annually (on or before .March 31) complete and accurate reports on SF 100 (Employee Information Report, EEO, -1) to the Joint Reporting Committee. The first report is due within 30 days after award unless such report was filed within the preceding 12 -month period. Standard Form 100 is normally furnished based on a mailing list, but can be obtained from the Joint Reporting Committee, Post Office Box 2236, Norfolk, Virginia 20501. Contractors/Subcontractors with Contracts over $10,000.00. As indicated in Paragraph 5 of the EEO Clause, monthly; Employment Utilization Reports, CC.257 (previously SF 257) will be submitted to the OFCCP, Department of Labor, 3535 Market Street,` Room 1310, Philadelphia, Pennsylvania 19104. III. IP ASSISTEDM=CTS IN EXCESS OF $10.0100 During the performance of this contract, the Contractor agrees as follows: 1. The Contractor will not discriminate against any employee or applicant for employment because of race;, color, religion, sex, or national origin. The Contractor will take affirmative action to insure that applicants are employed and that employees are treated during employment without regard to their race, color, religion, sex,, 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 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 70 - 24 GENERAL PROVISIONS SECTION 70 - LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC 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, or national origin. 3. The Contractor will send, to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice (to be provided) advising the said labor union or workers' representatives of the Contractor's commitments under this section and shall post copies of the notice in conspicuous places available to employees and applicants for employment. 4. The Contractor will comply with all provisions of Executive Order 11246, as amended, of September 24, 1965, and the rules, regulations, and relevant orders of the Secretary of Labor. 5. The Contractor will furnish all information and reports required by Executive Order 11246, as amended., of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the Comptroller General of the United States, Department of Transportation, FAA and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations and orders. 6. In the event of the Contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be cancelled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts or federally -assisted construction contracts in accordance with procedures authorized in Executive Order 11246, as amended, of September 24; 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246, as amended, of September 24, 1965,, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. 7. The Contractor will include the portion of the sentence immediately preceding"Paragraph 1 and the provisions of Paragraphs 1 through 7 in every subcontract or purchase order unless exempted by rules, regulations, or orders 70 - 25 L= ' • On M• _W___ • z. �__ ' • of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246, as amended, September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the FAA may direct as a means of enforcing I such provisions, including sanctions for none li" provided, however, that in the event a contractor becomes. involved in, or is threatened with litigation with s Subcontractor or vendor as a. result of such direction by the FAA, the Contractor may request the United State* to enter into such litigation to protect the interests of the United States. Contractors and Subcontractors may satisfy: the requirements of Paragraph 2 of the referenced EEO clause, by complying with any of the following: Stating in the Invitations for Bids that all qualified applicants will receive considerati-00 for employment without regard to race, color, religion,; sex, or national origin, or including appropriate insignia in display or other advertising as prescribed by the Departatent. of Labor, or Using a single advertisement grouped with other advertisements under a caption which clearly states that all employers in the group assure all qualified applicants will have equal consideration' for employment without regard to race, color, religion, sex, or national origin, or Using the phrase "an equal opportunity employer" in a single advertisement in clearly distinguishable type. SEE POSTER NEXT PAGE 70 - 26 GENERAL PROVISIONS SECTION 70 LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC ry EQUAL EMPLOYMENT OPPORTUNITY IS THE LAW -DISCRIMINATION IS PROHIBITED BY THE CIVIL RIGHTS ACT OF 1964 AND BY EXECUTIVE ORDER NO. 11246. TITLE VII OF THE CIVIL RIGHTS ACT OF 1964 - ADMINISTERED BY: THE EQUAL EMPLOYMENT OPPORTUNITY COMMISSION Prohibits discrimination because of Race, Color, Religion, Sex, or National Origin by Employers with 15 or more employees by Labor Organizations with a hiring hall of 75 or more members by Employment Agencies and by Joint Labor -Management Committees for Apprenticeship or Training. After July 1, 1957, employers and labor organizations with 50 or more employees or members will be covered; after July 1, 1968, those with 25 or more will be covered. ANY PERSON WHO BELIEVES HE OR SHE HAS BEEN DISCRIMINATED AGAINST SHOULD CONTACT THE EQUAL EMPLOYMENT OPPORTUNITY COMMISSION 1800 G STREET, NW, WASHINGTON DC 20506 EXECUTIVE ORDER NO. 11246 - ADMINISTERED BY: THE OFFICE OF FEDERAL CONTRACT COMPLIANCE Prohibits discrimination because of Race, Color, Religion, Sex, or National Origin, and requires affirmative action to ensure equality of opportunity in all aspects of employment. By all Federal Government Contractors and Subcontractors, and by Contractors Performing Work Under a Federally -Assisted Construction Contract, regardless of the number of employees in either case. ANY PERSON WHO BELIEVES HE OR SHE HAS BEEN DISCRIMINATED AGAINST SHOULD CONTACT THE OFFICE OF FEDERAL CONTRACT COMPLIANCE U.S. DEPARTMENT OF LABOR, WASHINGTON, DC 20210 70 27 GENERAL PROVISOS 70 -LEGAL RELATIONS AND RESMESIBILITIES TO PUBLIC IV. FAUML ZML EMPL911= OMMKITY SPECIFICATIONS6 AS AMZ"bi The following specifications shall be made a part of all federally-assisted construction contracts or subcontracts over $10,000.00 AND included in all invitations for bids: 1. As used in these specifications (a) "Covered area" means the geographicalarea 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 wham the Director delegates authority; (c) "Employer identification number" means the Federal social security number used on the Employer's Quarterly Federal Tax Return, U.S. Treasuryy Department Form 941; _(d) "Minority" includes: (1) Black (all persons having origins in any of the h Black African racial groups not of Hispanic origin) ; (2) Hispanic (all persons of Mexican, Puerto Rin, 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, and the Indian Subcontinent, or the Pacific Islands); and (4) American Indian or Alaskan native (a,ll persons having origins in any of the original pelves 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. 70 - 28 GENERAL PROVISIONS SECTION 70 - LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC 3. If the Contractor is participating (pursuant to 41 CFR 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 p of these specifications. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Covered construction Contractors performing construction work in a geographical area where they do not have a Federal or federally -assisted construction contract shall apply the minority and female goals established for the geographical area where the work is being performed. Goals are published periodically in the Federal Register in notice form, and such notices may be obtained from any OFCCP office or from Federal procurement contracting officers. The Contractor is expected to make substantially uniform progress: in meeting its goals in each craft during the period specified. 5. Neither the provisions of any collective bargaining agreement nor the failure by a union with whom the Contractor has a collective bargaining agreement to refer either minorities or women shall excuse the Contractor's obligations under these specifications, Executive Order 11246, as amended, 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 70 - 29 -- 77 GENERAL PROVISIONS RELATIONSfi=1ON 70 LEGAL RESPONSIBILITIES WALIC must have made a commitment to employ the apprenticesand 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 EEO. The evaluation of theContractor'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) (b) (c) Ensure and maintain in 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 foramen, 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. 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. Maintain a current file of the names, addresses,, and telephone numbers of each minority and f l.e off - the -street applicant andminorityor female rtferral from a union, a recruitment sources, or community ` organization and of what action was taken 'wit respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefore along with whatever additional actions the Contractor may have taken. (d) Provide immediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agreement has 70 - 30 GENERAL PROVISIONS SECTION 70 LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC 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. (e) Develop on-the-job training opportunities and/or participate in training programs for the areas 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 manualandcollective 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 as superintendents, generalforemen, 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 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 70 - 31 GMB" �JQN 70.. organizations, PEOy1SIONS TO PU C female to schools with -TIES minority and (k) (1) (m) (n) students; and, to minority and female recruitment and training organization 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. Encourage present minority and female employees to recruit other minority persons and women and, where; reasonable, provide after school, summer, and vacation employment to minority and female youth both on the site and in other areas of a Contractor''s workforce. validate all tests and other selection requirements where there is an obligation to do so under 41 CPR Part 60-3. Conduct, at least annually, an inventory, and evaluation, at least of all minority and favAle personnel, for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities. 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. Ensure that all facilities and company activities are nonsegregated except that separate or single user toilet and necessary changing facilities,sht11 be provided to assure privacy between the sexes. 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 minorty'and female contractor associations and other business associations. (p) Conduct a review, at least annually, of all supervisors adherence to and performance under the Contractor's' EEO policies and affirmative action 70 - 32 GENERAL PROVISIONS obligations. 8. Contractors are encouraged to participate in voluntary associations which assist in.fulfilling one or more of their affirmative action obligations (7a through p). The efforts of a contractor association, joint contractor - union, contractor -community, or other similar groups of which the contractor is a member and participant, may be asserted as fulfilling any one or more of its obligations under 7a through ,p 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 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 EEO and to take affirmative action for all minority groups, both male and female; and all women, both minority and nonminority. Consequently, the contractor may be in violation of the executive order if a particular group is employed in a substantially disparate number (for example, even though the contractor has achieved its goals for women generally, the contractor may be in violation of the executive order if a specific minority group of women is underutilized). 10. The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, religion, sex, or national origin. 11. The Contractor shall not enter into any subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246, as amended. 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 in its implementing regulations, by the OFCCP. Any contractor who fails to carry out such 70 - 33 V. GENERAL PROVISIONS LEGAL RELATIONS SK=OH 70 D BZSPON91BILITIES O 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 specifications4o as to achieve maximum results form 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 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 beep records. Records` shall at leant include for each employee, the name, address, telephone number, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours'worked, per week in the indicated trade, rate of pay, and locations at which the work was performed. Records li I be maintained in an easily understandable and roti *V e 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). During the performance of this contract, the Contractor, for itself, its assigns and successors in interest (hereinafter referred to as the Contractor) agrees as follows* 1. Compljapgg With a2gglatigns. The Contractor shall comply with the Regulations relative to nondiscrimination in federally -assisted programs of the Department of Transportation (hereinafter, DOT) Title 49, Code of Federal Regulations, Part 21, as they may be amended from 70 - 34 GENERAL PROVISIONS SECTION 70 LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC time to time (hereafter, Regulations), 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, shall not discriminate on the grounds of race, color, or national origin in the selection and retention, of Subcontractors, including procurements of materials and retention of Subcontractors, including procurements of materials and leases of equipment. The Contractor shall not participate either directly or indirectly in the discrimination prohibited by Section 21.5 of the Regulations including employment practices when the contract covers a program set forth in Appendix B of the Regulations. 3. 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 shall be notified by the Contractor of the Contractor's obligations under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or national origin. 4. Information and Reports. The Contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the sponsor of the Federal Aviation Administration to be pertinent to ascertain compliance with such Regulations, orders, and instructions. Where any information required of a Contractor is in the exclusive possession of another who fails or refuses to furnish this information the Contractor shall so certify to the sponsor or the FAA as appropriate, and shall set forth what efforts it has made to obtain the information. 5. Sanctions for. Noncompliance. In the event of the Contractor's noncompliance with the nondiscrimination provisions of this contract, the sponsor shall impose such contract sanctions as it or the Federal Aviation Administration may determine to be appropriate, including, but not limited to: (a) Withholding of payments to the Contractor under the contract until the Contractor complies, and/or; (b) Cancellation, termination, or suspension of the 70 - 35 GENERAL PR OVISIQXS 11=IQH 70 - LEGAL REIMIONS AND BESMSIBILITIES To gUBLIC contract, in whole or in part. 6. IpgQrpgration of Provisions. The Contractor shall include the provisions of Paragraphs 1 and 5 in every ,subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulati I ons or directives issued pursuant thereto. The Contractor shall take such 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, however, that, in the event a Contractor becomes involved in, or is threatened with, litigation with a Subcontractor or supplier as a result of such direction, the Contractor may request the spon -soi to enter into such litigation to protect the interest's Of the sponsor and, in addition, the Contractor may request the United States to enter into such litigation to protect the interests of the United States. 7. Breach of Q2ntract TeMg - Sangtions. Any violation or breach of the terms of this contract on the part of,the Contractor/Subcontractor may result in the suspension or termination of this contract or such other action 'which may be necessary to enforce the rights of the, parties of this agreement. VI. STANDARQ BEQUIROMM FOR AIRPORT tMz&QMM=. NK The following is required to be included in all federally - assisted construction contracts. 1. &1p Proj2gt. The work in this contract is included in AIP Project No. 3-36-0029-03-90 which is being undertaken and accomplished by Town of Southold in accordance with the terms and conditions of a grant agreement between the Town of Southold, hereinafter referred to as the Sponsor, and the United States, under the Airport and Airway Improvement Act of 1982 (AAIA) (P.L. 97-248, 49 U.S.C. 2201 et seq) and Part 152 of the Federal Aviation Regulations (FAR) (14 CFR Part 152), or its successor regulation, pursuant to which the United Stateshas agreed to pay a certain percentage of that Act. The United States is not a party to this contract and no reference in this contract to the FAA or any representative thereof, or to any rights granted to the FAA or any representative thereof, or the United States, by the contract, makes the United States a party to this contract. 2. Cons2at to Assignment. The Contractor shall obtain the prior written consent of the sponsor to any proposed 70 - 36 GENERAL PROVISIONS SECTION 70 LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC assignment of any interest in or part of this contract. 3. Veteran's Preference. In the employment of labor (except in executive, administrative, and supervisory positions), preference shall be given to veterans of the Viet Nam era and disabled veterans However, this preference may be given only -where the individuals are available and qualified to perform the work to which the employment relates. 4. FAA Inspection UgI Review. The Contractor shall allow any authorized representative of the FAA to inspect and review any work or materials used in the performance of this contract. 5. Inspection Records. The Contractor shall maintain an acceptable cost accounting system. The Sponsor, the FAA, and the Comptroller General of the United States shall have access to any books, documents, papers, and records of the Contractor which are directly pertinent to the specific contact for the purpose of making audit, examination, excerpts, and transcriptions. The Contractor shall maintain all required records for three years after the Sponsor makes final payment and all other pending matters are closed. 6. Rights to Inventions - Materials. All rights to inventions and materials generated under this contract are subject. to regulations issued by the FAA and the recipient of the Federal grant under which this contract is executed. 7. Disadvantaged Business Enterprises. It is the policy of the Department of Transportation that disadvantaged business enterprises shall have the maximum opportunity to participate in the performance of this contract. The Contractor agrees to ensure that disadvantaged business enterprises have the maximum opportunity to participate in the performance of subcontracts. In this regard the Contractor shall take all necessary and reasonable steps in accordance with 49 CFR Part 23 to ensure that disadvantaged business enterprises have the maximum opportunity to compete for and perform subcontracts. Contractors shall not discriminate on the basis of race, color, national origin, or sex in the award and performance of this contract. VTI. CLEAN AIR AND WATER POLLUTION CONTROL REQUIREMENTS. Contractors and Subcontractors agree for any Contract or Subcontract exceeding $100,000.00: 70 - 37 GENERAL PROV16ION9 1. That any facility to be used in the performance of the Contract or to benefit from the contract is not listed on the Environmental Protection Agency (EPA) List of Violating Facilities. 2. To comply with all the requirements of Section 114 of the Clean Air Act and Section 308 of the Federal Water Pollution Control Act and all regulations issued thereunder. 3. That as a condition for award of a contract they will notify the awarding official of the receipt of any communication from the EPA indicating that a facility to be utilized for performance of or benefit from the contract is under consideration to be listed on the EPA List of violating Facilities. 4. To include or cause to be included in any contract or subcontract which exceeds $100,000.00 the aforementioned criteria and requirements. VIII. BODING/ INSURANCE. The following clauses are to be included in all fedorally-- assisted construction contracts for bids and/o'r contracts in oxvoss of $100,000.00. 1. The Contractor agrees to furnish a performancebond for' 104 percent of the contract price. This bond is one that is executed in connection with a contract to secure fulfillment of all Contractor's obligations under Such contract. 2. The Contractor agrees to furnish a payment bond for 100 percent of the contract price. This bond is one that is executed in connection with a contract to assure payment as required by law of all, persons supplying labor and materials in the execution of the work provided for in the contract. IX. R Ol sadvantaged Business Enterprise Requirements (D81) are licable'to each general aviation airport sponsor receiving grant 'funo in ;.excess of $250,000: each anon -hub airport sponsor (iluding'commuters) receiving grant funds in excess of $400,000; each large, medium, small hub airport sponsor receiving a grant in 4�xlc"Is of $500,00 . Since the contract to be awarded under this advertised bid fails into the above category, the bid is subject to the following Ubt requirements: 70 - 38 GENERAL PROVISIONS SECTION 70 - LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC 1. The successful bidder shall make a good faith effort to use DBE Subcontractors and to replace a DBE Subcontractor that is unable to perform successfully with another DBE Subcontractor. There shall be no substitution of any Subcontractors without the prior approval of the Sponsor in order to ensure that the substitute firm is an eligible DBE. 2. The bidder shall make good faith efforts, as defined in Appendix A of 49 CFR Part 23, Regulations of the Office of the Secretary of Transportation, to subcontract ten (10) percent of the dollar value of the prime contract to small business concerns owned and controlled by socially and 'economically disadvantaged individuals (DBE). In the event that the bidder for this solicitation qualifies as a DBE, the contract goal shall be deemed to have been met. Individuals who are rebuttably presumed to be socially and economically disadvantaged include women, Blacks, Hispanics, Native Americans, Asian -Pacific Americans and Asian -Indian Americans. The apparent successful competitor will be required to submit information concerning the DBE's that will participate in this contract. The information will include the name and address of each DBE, a description of the work to be performed by each named firm, -and the dollar value of the contract. If the bidder fails to achieve the contract goal stated herein, it will be required to provide documentation demonstrating that it made good faith efforts in attempting to do so. A bid that fails to meet these requirements will be considered nonresponsive. 3. The successful bidder shall establish and maintain records and submit reports, as required, which will identify and assess the efforts made to achieve DBE subcontract goals and other DBE affirmative action efforts. FOREIGN TRADE RESTRICTIONS X. CLAUSE TO BE INCLUDED IN ALL SOLICITATIONS, CONTRACTS, AND SUBCONTRACTS. RESULTING FROM PROJECTS FUNDED UNDER THE AIP A. The Contractor or Subcontractor, by submission of an offer and/or execution of a contract, certifies that it: 1. is not owned or controlled by one or more citizens or nationals of a foreign country included in the list of countries that discriminate against U.S. firms published by the Office of the United States Trade Representative (USTR); 70 - 39 GMRAL PROVISIONS 7, ON 2. has not knowingly entered into any contract or subcontract for this project with a Contractor that is a citizen or national of a foreign country on said list, or is owned or controlled directly or indirectly by one or more citizens or nationals of a foreign country on said list. 3. has not procured any product nor subcontracted for the supply of any product for use on the project' that is produced in a foreign country on said list. Unless the restrictions of this clause are waived by the Socretary of Transportation in accordance with 49 CFR 30.17, no contract shall be awarded to a Contractor or Subcontractor whoias unible to certify to the above. I'f the Contractor knowingly procures or subcontracts for the supply of any product or service of a, foreign country on the said list for use on the project, the J'e_oral Aviation Administration may direct, through the sponsor, cancellation of the contract at no cost to the Government.' Further, the Contractor agrees that, if awarded a contract resulting from this solicitation, it will incorporate this provision for certification without modification in each contract and in all lower tier subcontracts. The Contractor may rely upon the certification of a prospective Subcontractor unless it has knbwledge that the certification is erroneous. The Contractor shall provide immediate written ,notice to the eponsor if the Contractor learns that its certification or that of a Subcontractor was erroneous when submitted or has borne erroneous by reason of changed circumstances. The Subcontractor agrees to provide immediate written notice to the Contractor,, if Ott Any time it learns that its certification was erroneous by reason of changed circumstances. The certification is a material representation of fact upon which reliance was placed when making the award. If it is later determined that the Contractor or Subcontractor knowingly;renderetd an erroneous certification, the Federal Aviation Administration may dir*ct through the sponsor, cancellation of the contract or subcontract for default at no cost to the Government. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to reader, in add faith, the certification required by this provision. The 40* +odge 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. This certification concerns a matter within the jurisdiction of an agency of the Untied Staten of America and the making of a false, fictitious, or fraudulent certification may render the maker subject to prosecution under Title 18, United States Code, Section 10,0 1. 70 - 40 ■ GENERAL PROVISIONS =CTION 70 - LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC iECRETARY OF LABOR REQUIREMENTS inimum Waaes. (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 regulations issued by the Secretary of Labor under the Copeland Act, the full amount of wages 'and bona fide fringe benefits (or cash equivalents 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 1(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 (a) (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 Subparagraph 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 employers 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 Paragraph (a)(1)(ii) of this section) and the Davis -Bacon poster (WH -1321) shall be posted at all times by the Contractor and it Subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. (ii) (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 70 - 41 LgPia +m 'moi iZ_ following criteria have been met: (1) Except with respect to helpers as defined in 29 CFR 5.2(n)(4), the work to be performed by the classification requested is not performed by a classification in the wage determination; and (2) The classification is utilized in the area by the construction industry; and (3) The proposed wage rate, including any bona f ide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination; and (4) With respect to helpers as defined in 29 CP 5.2 (n) (4) , such a classification prevails in the area in which the work is performed.`` (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 (inoing the amount designated for fringe benefits where appropriate) , a report of the action taken sh ll be sent by the contracting officer to the AdMinistr ator of the Wage and Hour Division, Employmentto "i4s Administration, U.S. Department of Labor, Washington, D.C. 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. 70 - 42 GENERAL PROVISIONS SECTION 70 - LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC (D) The wage rate (including fringe benefits where appropriate) determined pursuant to Subparagraphs (1) (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. 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. B.(2) Withholding. The Federal Aviation Administration shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld from the Contractor under this contract or any other Federal contract with the same prime contractor, or any other federally - assisted contract subject to Davis -Bacon prevailing wage requirements, which is held by the same prime contractor, so much of the accrued payments or advances as may be considered necessary topay laborers and mechanics, including apprentices, trainees, and helpers employed by the contractor or any subcontractor for the full amount of wages required by the contracts. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the 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. 70 - 43 (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 wades paid ( including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in Section 1(b)(2)(B) of the Davis -Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in Section 1(b)(2)(CB) of the Davis -Bacon Act, the contractor shall maintain records which 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 records which show the costs anticipated or the actual cost incprred in providing- such benefits Contractors"Ploying apprentices or trainees under approved programsshall maintain written evidence of the registration of, apprenticeship programs and certification of traixu programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. (ii) (A) The Contractor shall submit weekly for each week in which any contract work is performed a copy of ail payrolls to the Sponsor. The payrolls submitted shall be set out accurately and completely all of the information required to be maintained under Subparagraph 5.5(a)(3)(i) of Regulations 29 CFR Part 5 This information may be submitted in any form desired. Optional Form WH -347 is available for this purpose and may be purchased from the Superintendent of Documents (Federal Stock No 0110- 005-00014-1, U.S. Government Printing Office, Washington, D.C. 20402. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. (B) The payrolls 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; 70 - 44 GENERAL PROVISIONS SECTION 70 - LEGIONS AND RESPONSIBILITIES TO PUBLIC (1) That the payroll for the payroll period contains the information required to be maintained under Subparagraph 5.5(2)(3)(i) of Regulations, 29 CFR Part 5 and that such information is correct and complete; (2) That each laborer or 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 ) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or case equivalents for the classification of work performed, as specified in the applicable wage determination. (ii) (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 (a) (3) (ii) (B) of this section. (ii) (D) The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under Section 1001 of the United States Code. The contractor or subcontractor shall make the records required under Paragraph (a)(3)(i) of this section available for inspection, copying or transcription by authorized representatives of the Department of Transportation, 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 Aviation Administration may, after written notice to the contractor, sponsor, 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. 70 - 45 gs ✓ .—:a: -,z ..v��«+�...: � .,}, ^q�q� .m..-m;re �-,� -fv ,._ —. : _ -.,. �.-...+F'—^ar �- � _ - _ C„ GENERAL PROV- IONS T19N 70 LEGAL HAWJONS AND MPONSIBILITIES TO PUBLIC B.'(4) Apprentices, Traineeg and Helpers. (i) Apprentices will be permitted to work at less than the predetermined rate for the work they perform 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 certifil 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 Tess 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 t� ratio permitted under the registered program shall be paid not less than the applicable ;wage rate on the``wagIe determination for the work actually performed. er* a< contractor is performing construction on a project,in a locality other than that in which its progras 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 ont he wage determination for 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, the contractor will no longer 70 - 46 GENERAL PROVISIONS SECTION 70 - LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC 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, 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 which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who 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. (iv) Helpers. Helpers will be permitted to work on a project if the helper classification is specified on an applicable wage determination or is approved pursuant to the conformance procedure set forth in Subparagraph 70 - 47 GENERAL PROVTSIf)NS 0 -LMJA REL&TIQNS 5.5(a) (1) (ii) . The allowable ratio of helpers to journeymen employed by the contractor or subcontractor on the jab site shall not be greater than two helpers for every three journeymen (in other words, not more than 40 percent of the total number of journeymen and helms in each contractor's or in each subcontractor's own work force employed on the job site) Any worker listed'on a payroll at a helper wage rate, who is not a helper as defined in 29 CFR 5.2 (n) (4) , shall be. paid not less than the applicable wage rate on the wage determination for classification of work actually performed. 1n addition, any helper performing work on the job site in ei�se of the ratio permitted shall be paid not less than the applicable journeyman's (or laborer's, where appropriate) wage rate on the wage determination for the work actually performed. R,(5) Compliance with Copeland Act Requirements. The contractor shall comply with the requirements of 29 CPR` Part 3, which are incorporated by reference in this contract. B.(6) Subcontracts. The contractor or subcontractor shall -insert in any subcontracts the clauses contained in 29 CFR 5.5(a)(1) ; through (10) and such other cl aua Vis. the Federal Aviation Administration may by a V;I rW" to instructions require, and also a clause requir*�4t3 subcontractors to include these clauses in any lower, 'tlir subcontracts. The prime contractor shall be ro naitrl for the compliance by any subcontractor or lower, tier subcontractor with all the contract clauses in 29 CFR' 5.5. B.(7) Contract Termination: Debarment. A breach of the contract clausesin 29 CPR 5.5 may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. B. (8) Compliance with Davis -Bacon and Related Act Requirements All rulings and interpretations of the Davis-9acon and related acts contained in 29 CFR Parts 1, 3, and 5 are herein incorporated by reference in this contract. 8.(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 70 - 48 GENERAL PROVISIONS SECTION 70 LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC employees or their representatives. B.(10)Certification of Eligibility. (i) By entering into this contract, the contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of Section 3(a) of the Davis -Bacon Act of 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) The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001. SEE CERTIFICATION IN THE BID SECTION C.(1) Contract Work Hours and Safety Standards Act. (i) 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 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. (ii) Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in Subparagraph (i) of this clause, the contractor and any subcontractor responsible therefore 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 Subparagraph (i) of this paragraph, in the sum of $10 for each calendar day for 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 Subparagraph (i) of this clause. 70 - 49 70 - 50 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 ; rally-- the same prune contractor, or any other federally - assisted assisted contract subject to the Contract Work yrs and Safety Standards Act, which is held by t aaaase prime contractor, such sums as may be determin*4 to be necessary to satisfy any liabilitiesof such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause stet forth in Subparagraph (ii) of this paragraph. (iv) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in Subparagraph (i) through (iv) of this paragraph and also a clause requiring the subcontractors to include those 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 Subparagraphs (i) through (iv) of this paragraph. C. (2) g=trActrk AUbject Only to Cgntract -Work Standards Act. (i) The contractor or subcontractor shall maintain payrolls and basic payroll' records during the course of` than work and shall preserve them for a period of three ,years from the completion of the contract for all laborers and mechanics, including guards and watchmen, working on the contract. Such records shall contain the name and address of each such employee, social security number, correct classifications, hourly rates of. wages paid, daily and weekly number of hours worked, deductions made, and actual wages paid. (if) The records to be maintained under Paragraph (i) above shall be made available by the contractor, or subcontractor for inspection, copying, or transcription. by authorized representatives of the Department of Transportation, Federal Aviation Administration and the Department of Labor, and the contractor or subcontractor will permit such representatives to interview employees during working hours on the job. HUniciRAl Law and _State ' operator agrees to comply with the provisions of General Municipal Law Sections 103a and 103b and State Finance Law, Section' 70 - 50 GENERAL PROVISIONS SECTION 70 - LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC 139b as enacted by Chapter 605 of the Laws of 1959, effective July 1, 1959, viz: General Municipal Law. Section 103a "Ground for cancellation of Contract by Municipal Corporation. A clause shall be inserted in all Specifications or Contracts hereafter made or awarded by a Municipal Corporation or any public department, agency or official thereof, for work or services performed or to be performed, or goods sold or to be sold, to provide that upon the refusal of a person when called before a grand jury to testify concerning any transaction or Contract had with the State, any political subdivision thereof, a public authority or with any public department, agency or official of the State or of any political subdivision thereof or of a public authority to sign a waiver of immunity against subsequent criminal prosecution or to answer any relevant questions concerning such transactions or Contract. (a) Such person, and any firm, partnership or corporation of which he is a member, partner, director or officer shall be qualified from thereafter selling to or submitting bids to or receiving awards from or entering into Contracts with any municipal corporation or any public department, agency or official thereof, for goods, work or services, for a period of five (5) years after such refusal, and to provide also that (b) Any or all Contracts made with any municipal corporation or any public department, agency or official thereof, since the effective date of this law by such person, and by any firm, partnership or corporation of which he is a member, partner, director or officer may be cancelled or terminated by the municipal corporation without incurring any penalty or damages on account of such cancellation or termination, but any monies owing by the municipal corporation for goods delivered or work done prior to the cancellation or termination shall be paid." General Municipal Law, Section 103b "Disqualification to Contract with municipal corporation. Any person who, when called before a grand'jury'to testify concerning any transaction or Contract had with the State, any political subdivision thereof, a public authority, or with a public depart- ment, agency or official of the State or of any public subdivision thereof or of a public authority, refuses to sign a waiver of immunity against subsequent criminal prosecution or to answer any relevant question concerning such transaction or Contract, and any firm, partnership or corporation of which he is a member, partner, director or officer shall be disqualified from thereafter selling to or submitting bids to or receiving awards from or entering into any Contracts with any municipal corporation or with any public 70 - 51 services, for a period of five (5) years after such refusal." StatS finance Law. Section 139-b "Disqualification to Contract with state. Any person who when call ,More a grand jury to testify concerning any transaction or Contract had with th3 State, any political subdivision thereof, a clic authority or with a public department, agency or official- of fficialof the State or any political subdivision thereof, or <a Ipublic authority, refuse to sign a waiver of immunity against subsiolro t criminal prosecution or to answer any relevant questions co oe9 ni such transaction or Contract and any firm, partneri corporation of which he is a member, partner, director or nffics'r shall be disqualified from thereafter selling or submitting ; ai., to car receiving awards from or entering into any Contracts with State or any public department, agency or official thereof, for goods,; work or services, for a`period of five (5) years after such refusal." "Provisions of Section 103a and 103b of the General Municipal Law and Section 139b of the State Finance Law as enacted by Chapter 605 of the Laws of 1959 as hereinafter set forth are hereby made a part of these Specifications and any Contract entered .into pursuant thereto. It is expressly understood and agreed that any bidder who has violated the provisions of the aforesaid Laws is by refusal to testify or sign a waiver of immunity or otherwise is' disqualified for bidding on these Specifications within thus time limited by such sections or by either thereof'. It is further understood and agreed that upon the Contractor's failure to testify before a grand jury or otherwise sign a waiver of immunity or answer relevant questions or otherwise as therein provided he shall be subject to the disqualifications, cancellations, terminations or other penalties or provisions therein provided in said sections above referred to and hereafter set forth in full and,each and every provision of such sections is and are hereby specifically referred to and made part of this Contract." 70-•24., new York State Participation. This Contract is subject to the approval of the New York state Commissioner of Transportation and the New York State Comptroller. GENERAL PROVISIONS SECTION 80 - PROSECUTION AND PROGRESS 80-01. Subletting of Contract. The Owner will not recognize any Subcontractor on the work. The Contractor shall at all times when work is in progress be represented either in person by a qualified superintendent or by other designated, qualified representative who is duly authorized to receive and execute orders of the Engineer. Should the Contractor elect to assign his 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. In case of approval, the Contractor shall file copies of all Subcontracts with the Engineer. 80-02. Notice To Proceed. The Notice To Proceed shall state the date on which it is expected the Contractor will begin the construction and from which date Contract Time will be charged. The Contractor shall begin the work to be performed under the Contract within ten (10) days of the date set by the Engineer in the written Notice To Proceed but, in any event, the Contractor shall notify the Engineer at least twenty-four (24) hours in advance of the time actual construction operations will begin. 80-03. Prosecution and Progress. Unless otherwise specified, the Contractor shall submit his progress schedule for the Engineer's approval within ten (10) days after the effective date of the Notice To Proceed. The Contractor's progress schedule, when approved by the Engineer, may be used to establish major construction operations and to check on the progress of the work. The Contractor shall provide sufficient materials, equipment, and labor to guarantee the completion of the project in accordance with the Plans and Specifications within the time set forth in the proposal. If the Contractor falls significantly behind the submitted schedule, the Contractor shall, upon the Engineer's request, submit a revised schedule for completion of the work within the Contract time and modify his operations to provide such additional materials, equipment, and labor necessary to meet the revised schedule. Should the prosecution of the work be discontinued for any reason, the Contractor shall notify the Engineer at least twenty-four (24) hours in advance of resuming operations. 80-1 GENERAL PROVISIONS SECTION 80 - PROSECUTION AND PROGRESS The Contractor shall not commence any actualconstruction prior to the date on 'which the Notice To Proceed is I issued by the Owner. 80=24, Limitation of Operations. The Contractor shall control his operations and the operations of his Subcontractors and all suppliers so as to provide for the free and unobstructed movement of aircraft in the Air operations Armes (AOA) of the Airport. When the work requires the Contractor to conduct his operations within an AOA of the Airport, the work shall be cioordinated with Airport Management (through the Engineer) at least rorty eight (48) hours prior to commencement of such work. The Contractor shall not close an AOA until so authorized, by the Engineer and until the necessary temporary marking and arssociated lighting is in place as provided in the subsection titled warning Signs, And Hazard Markings of Section 70. When the Contract work requires the Contractor to work within A0A. of the Airport on an intermittent basis (intermittent inning and closing of the AOA), the Contractor shall moi .in ftstant communications as hereinafter specified; immediately, obey I instructions to vacate the AOA; immediately obey all atruotions to resume work in such A0A. Failure to maintain the'' !kcified communications or to obey instructions shall be causetor !�j:nsion of the Contractor's operations in the AOA until the tisfactory conditions are provided. The following AOA (AOA) not be closed to operating aircraft to permit the contractor's arations on a continuous basis and will therefore be closed to reraft operations intermittently as follows: TIME PERIODS TYPE OF COMMUNICATIONS AOA CAN BE REQUIRED WHEN WORKING CONTROL CLOS_EQ IN AOA AITTBORITY See General Provisions Section 80-12, Specific Airport Operating Requirements. The, Contractor shall not commence new work that would be pre- judicial to work already started. 80-2 GENERAL PROVISIONS SECTION 80 - PROSECUTION AND PROGRESS 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 Specifica- tions. 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, in the opinion of the Engineer, does not perform his work in a proper and skillful manner or is intemperate or disorderly shall, at the written request of the Engineer, be removed forthwith by the Contractor or Subcontractor employing such person, and shall not be employed again in any portion of the work without the approval of the Engineer. Should the Contractor fail to remove such person or persons or fail to furnish suitable and sufficient personnel for the proper prosecution of the work, the Engineer may suspend the work by written notice until compliance with such orders. All equipment which is proposed to be used on the work shall be of sufficient size and in such mechanical condition as to meet requirements of the work and to produce a satisfactory quality of work. Equipment used on any portion of the work shall be such that no injury to previously completed work, adjacent property, or existing airport facilities will result from its use. When the methods and equipment to be used by the Contractor in accomplishing the work are not prescribed in the Contract, the Contractor is free to use any methods or equipment that will accomplish the work in conformity with the requirements of the Contract, Plans, and Specifications.. When the Contract specifies the use of certain methods and equipment, such methods and equipment shall be used unless others are authorized by the Engineer. If the Contractor desires to use a method or type of equipment other than specified in the Contract, he may request authority from the Engineer to do so. The request shall be in writing and shall include a full description of the methods and equipment proposed and of the reasons for desiring to make the change. If approval is given, it will be on the condition 80-3 ••WAVI ILA that the Contractor will be fully responsible for producing work in conformity with Contract requirements. If, after trial use of the substituted methods or equipment, the Engineer determines that the work produced does not meet Contract requirements, the Contractor shall discontinue the use of the substitute method or equipment and shall complete the remaining work with the specified methods and equipment. The Contractor shall remove any deficient work and replace it with work of specified quality or take such other corrective action as the Engineer may direct. No change will be, made in basis of payment for the Contract Items involved nor in Contract Time as a result of authorizing a change in methods or equipment under this Subsection. iQ-06.:, Temporary Susoension of the work. The Engineer shall have the authority to suspendthe work wholly, or in part, for such period or periods as he may deem necessary, due :to unsuitable weather, or such other conditions as are considered unfavorable for the prosecution of the work, or'for such time as is necessary due to the failure on the part of the Contractor to carry out orders given or perform any or all provisions of the Contract. In the event that the Contractor is ordered by the Engineer, 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 ended on the work during the period of shutdown. No allowance will be made for anticipated profits. The period of shutdown shall be computed from the: effective date of the Engineer's order to suspend work to the effective date of the Engineer's order to resume the work. Claims for such compensation shall be filed with the Engineer within the time period stated in the Engineer's order to resin work. The Contractor shall submit with his claim' information substantiating the amount shown on the claim. The Engineer will forward the Contractor's claim to the Owner for consideration in accordance with local laws or ordinances. No provision of this article shall be construed as entitling the Contractor to compensation for delays due to inclement weather, for suspensions made at the request of the Contractor, or for any other delay provided for in the Contract, Plans, or Specifications. If it should become necessary to suspend work for an in- definite period, the Contractor shall store all materials in such manner that they will not become an obstruction nor become damaged in any way. He shall take every precaution to prevent damage or deterioration of the work performed and provide for normal drainage 80-4 GENERAL PROVISIONS ECTION $0 PROSECUTION AND PROGRESS of the work. The Contractor shall erect temporary structures, where necessary, to provide for traffic on, to, or from the Airport. 80-07. Determination and Extension of Contract Time. The number of calendar or working days allowed for completion of the work shall be stated in the proposal and Contract and shall be known as the Contract Time. Should the Contract time require extension for reasons beyond the Contractor's control, it shall be adjusted as follows: (a) Contract Time based on Working Days shall be calculated weekly by the Engineer. The Engineer will furnish the Contractor a copy of his weekly statement of the number of working days charged against the Contract Time during the week and the number of working days currently speci- fied for completion of the Contract (the original Contract Time plus the number of working days, if any, that have been included in approved Change Orders or Supplemental Agreements covering Extra Work). The Engineer shall base his weekly statement of Contract time charged on the following considerations: (1) No time shall be charged for days on which the Contractor is unable to proceed with the principal item of work under construction at the time for at least six (6) hours with the normal work force employed on such principal item. Should the normal work force be on a double -shift, twelve (12) hours shall be used. Should the normal work force be on a triple -shift, eighteen (18) hours shall apply. Conditions beyond the Contractor's control such as strikes, lockouts, unusual delays in transportation, temporary suspension of the principal item of work under construction or temporary suspension of the entire work which have been ordered by the Engineer for reasons not the fault of the Contractor, shall not be charged against the Contract Time. (2) The Engineer will not make charges against the Contract Time prior to the effective date of the Notice To Proceed. 80-5 (3) The Engineer will begin charges against the Contract Time on the first working day after the effective date of the Notice To Proceed. (4) The Engineer will not make charges against the Contract Time after the date of finalacceptance as defined in the subsection titled Final Acceptance of Section 50. (5) The Contractor will be allowed one (1) week in which to file a written protest setting forth his objections to the Engineer's weekly statement. If no objection is filed within such specified time, the weekly statement shall be considered as accept- able to the Contractor. The Contract Time (stated in the proposal), is based on the originally estimated quantities as described in the subsection titled Interpretation of Estimated' Proposal Quantities of Section 20. Should the satisfactory completion of the Contract require performance of work in, greater quantities than those estimated in the pro- posal, the Contract time shall be increased in the some proportion as the cost of the actually completed quanti- ties bears to the cost of the originally estimated quantities in the proposal. Such increase in Contract Time shall not consider either the cost of work or the extension of Contract Time that has been covered by Change Order or Supplemental Agreement and shall be made at the time of final payment. (b) Contract Time based on Calendar Days shall consist of the number of calendar days stated in the Contract counting from the effective date of the Notice To Proceed and including all Saturdays, Sundays, holidays, and ratan-wark days. All calendar days elapsing between effective dates of the Engineer's orders to suspend and resume all work, due to causes not the fault of the Contractor, shall be excluded. 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 the cost of work or the extension of; Contract Time that has been covered by a Change Order or Supplemental 80-6 GENERAL PROVISIONS SECTION 80 - PROSECUTION AND PROGRESS Agreement. Charges against the Contract Time will cease as of the date of final acceptance. (c) When the Contract Time is a specified completion date, it shall be the date on which all Contract work shall be substantially completed. If the Contractor finds it impossible for reasons beyond his control to complete the work within the Contract Time as specified, or as extended in accordance with the provisions of this subsection, he may, at any time prior to the expiration of the Contract Time as extended, make a written request to the Engineer for an extension of time setting forth the reasons which he be- lieves will justify the granting of his request. The Contractor's plea that insufficient time was,specified is not a valid reason for extension of time. If the Engineer finds that the work was delayed because of conditions beyond the control and 'without the fault of the Contractor, he may extend the time for completion in such amount as the conditions justify. The extended time for completion shall then be in full force and effect, the same as though it were the original time for completion. If the Contractor be delayed in the completion of the work by any act or neglect of the Owner, or any employee of the Owner or by any other Contractor employed by the owner, or by changes ordered in the work, or by strikes, lockouts, fire, unusual delay by common carriers, unavoidable casualties or any causes beyond the Contractor's control, or by delay authorized by the Engineer, or by any cause which the Engineer shall decide to justify the delay, then the time of completion shall be extended for such reasonable time as the Engineer and Owner may decide. 80-08. Failure to Complete on Time. For each working day, as specified in the Contract, that any part of the work remains uncompleted after the Contract Time (including all extensions and adjustments as provided in the sub- section titled Determination and Extension of Contract Time of this section), the sum of four hundred dollars ($400.00) per day will be deducted from any money due or to become due the Contractor or his Surety or both. Such deducted sums shall not be deducted as a penalty but shall be considered as liquidation of a reasonable portion of damages that will be incurred by the Owner should the Contractor fail to complete the work in the time specified in the Contract 80-1 SECTION 80 - PROSECUTION AND PROGRESS The damage stipulated above is to be deducted from any monies due the Contractor as liquidated damages for the loss to the Owner on account of the expense due to the employment of Engineers and their assistants and to any other expenses after the expiration of completion time set forth by the Engineer. Permitting the Contractor to continue and finish the work or any part of it after the time fixed for its completion, or after the date to which the time for completion may have been extended will in no way operate as a waiver on the part of the Owner of any of its rights under the Contract. Ag -Q2. Default and Termination of Contract. The Contractor shall be considered in default of his 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 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 any such work as may be rejected as unacceptable and unsuitable, or (d) Discontinues the prosecution 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 him unsitis- z fied for a period of ten (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. M GENERAL PROVISIONS SECTION 89 - PROSECUTION AND PROGRESS Should the Engineer consider the Contractor in default of the Contract for any reason hereinbefore, he 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 ten (10) days after such notice, does not proceed in accordance therewith, then the Owner will, upon written notification from the Engineer of the facts of such delay, neglect, or default and the Contractor's failure to comply with such notice, have full power and authority without violating the Contract, to take the prosecution of the work out of the hands of the Contractor. The Owner may appropriate or use any or all materials and equipment that have been mobilized for use in the work and are acceptable and may enter into an agreement for the completion of said Contract according to the terms and provisions thereof, or use such other methods as in the opinion of the Engineer will be required for the completion of said Contract in an acceptable manner. All costs and charges incurred by the Owner, together with the cost of completing the work under Contract, will be deducted from any monies due or which may become due the Contractor. if such expense exceeds the sum which would have been payable under the Contract, then the Contractor and the Surety shall be liable and shall pay to the Owner the amount of such excess. 80-10. Termination for National Emergencies. The Owner shall terminate the Contract or portion thereof by written notice when the Contractor is prevented from proceeding with the Construction Contract as a direct result of an Executive Order of the President with respect to the prosecution 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 theactualnumber 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 toandfrom the job will be considered, the intent being that an equitable settlement will be made with the Contractor. :M Acceptable materials, obtained or ordered by the Contractor for the work and that are not incorporated in the work shall, at the option of the Contractor,'be purchased from the Contractor at actual cost as shown by receipted bills and actual cost records at such points of delivery as may be designated by the Engineer. Termination of the Contract or a portion thereof shall neither relieve the Contractor of his responsibilitiesfor the completed work nor shall it relieve his Surety of its obligation for and concerning any just claim arising out of the work performed. fig-11, general During the time that the Contractor is performing the work, the terminal apron, taxiways and runways at the Airport will remain in use by aircraft, to the extent permitted by the Owner and the Federal Aviation Administration. The use of runways and taxiways by aircraft, adjacent to areas where the Contractor is working, will be so scheduled as to reduce disturbance to the Contractor's operations but no representation or guarantee is made as to the extent `to which disturbance can or will be reduced. .In any event, the aircraft operation shall always have priority over any and all of the Contractor's operations and the Contractor shall not allow his employees, Subcontractors, materialmen or any other persons over whom he has control to enter or remain upon or allow any plant or materials to be brought or to remain upon any part of the Airport, which in the opinion of the Owner or the Federal Aviation Administration would be a hazardous location. Because of the arrivals and departures of aircraft, the owner makes no representation as to the periods of time when conditions at or rear the runways or elsewhere at the Airport will be such as to permit the work to be performed without interruption or as to when any work can be performed and completed. Arrivals and departures of airplanes are under the control of the Airport and emergencies and operating conditions may necessitate sudden changes both in airport operations and in the operations of the Contractor. Should runways or taxiways be required for the use of aircraft and should the Owner or the Federal Aviation Administrati' m'deom the contractor to be too close to the portion used by aircraft for safety, the Engineer may order the Contractor to cease his operations, remove his personnel, plant equipment or materials to a safe distance and standby until the runway and taxiway are no longer required for use by aircraft. $a-10 • *4_CO1M SECTION 80 - PROSECUTION AND PROGRESS The Contractor will not be permitted to enter upon any area of the landing strips unless accompanied by a 4epresentative of the Owner designated by the Engineer to escort the Contractor's men and equipment to the point or points of operations within the limits of such areas, and he shall not traverse back and forth between points within such areas unless accompanied by said re- presentatives. The Contractor shall take all precautions necessary to insure the safety of operating aircraft as well as his own equipment and personnel. Special considerations must be given to aircraft operations. The Contractor shall obey all instructions as to routes to be by equipment traveling within the airport areas and keep all such equipment marked as noted herein. The Contractor shall make his own estimation of all difficul- ties to be encountered and shall make allowance for such difficul- ties in the amounts bid under the several items of the Contract. Equipment not actually in operation shall be kept clear of landing areas. When aircraft are operating, personnel. shall not enter areas of the Airport without specific permission. No requirements of this Contract with respect to any pre- cautions required or omitted to be required shall be deemed to limit or impair any responsibilities or obligations assumed by the Contractor under or in connection with this Contract, and the Contractor shall at all times maintain adequate protection to safeguard the public and all persons engaged in the work and shall take such precautions as will accomplish such end, without undue interference with the public or the operations of the Owner. Signals approved by the Engineer shall be provided by the Owner to indicate that a runway or taxiway on or near which the Contractor is working is required for use by the aircraft and such designated signals, when given, shall be deemed an order of the Engineer as above provided to remove immediately all personnel, equipment and materials above ground together with any possible obstructions or barriers to the distances from the runway or taxiway stated herein. The Contractor shall make suitable standing arrangements to insure that such signals are observed and such order is complied with including, without limitation, the posting of a watchman or watchmen with the sole assignment of watching for such signals. The watchmen shall be given the authority to clear areas required by the Owner. 80-11 GENERAL E9DYI6IOHS » SECTION 80 PROSECUTION MD _MOG S Provisions shall be made by means of signals for the watchmen to notify the Engineer and . the Owner that the critical area has ,been cleared. Signals given by such watchman or watchmen shall" be complied with by the Contractor. The Owner dues not guarantee, ho *r, that any signals will be designated for such purpose or that, if designated, such signals will be given, and neither the Contractor nor any other person may rely on any signal being given. The Owner assumes no responsibility to the Contractor or to any other person for the giving of any such signal. Each truck or piece of equipment in use by the Contractor shall be provided with a flag on a staff so attached to the vehicle so that the flag will be readily visible. The flag shall not be less than three (3') feet square consisting of a checkered pattern of international orange and white squares of not less than ono (1) foot on each side and displayed in full view above the vehicle`. ` Any vehicle operating within aircraft movement areas during the hours of darkness shall be equipped with a flashing domed-type light;, the color to be in accordance with local and/or State codes. Additional identification and control of construction equipment may be retired by the airport security pian, if applicable. During the work of this Contract, the Airport Owner will make such arrangements as necessary to adjust Airport operations to conform to the procedures outlined below. At least forty--lght (48) hours notice shall be given to the Engineer and Airport towner before work commences in any area. I., gollstrUctiop and • Regnirements A. Runway Eches: If a construction NOTAM has been issued, construction activity using normal sized equipment will be permitted as close as 75 feet from centerline of an active runway. Rupwav Ends: If an appropriate construction NOTA4 has been issued, construction activity using normal ;sized equipment will be permitted as close as 400 feet to the threshold of an active runway. 80-12 GENERAL PROVISIONS SECTION 80 - PROSECUTION AND PROGRESS C. Runway Closure: Runway closure will be required when work is to be performed within 75 feet of the runway centerline or within 400 feet of a runway threshold. Both runways must be closed when construction activity is within 200 feet of the Runway 12-30 and 7-25 intersections. Both runways shall not be closed at the same time except when the runway intersection is being marked. The periods of runway closure shall be kept to a minimum. Runway 7-25 shall be closed during Contractor working hours while the Runway 25 safety area is being regraded. D. ContrActorIs Personnel: All Contractor employees working adjacent to active runways and aircraft operations shall wear red vests and have access to a radio transceiver operating on the Airport's UNICOM frequency. E. Aircraft Parking Apron: During work on and adjacent to the aircraft parking apron, the Contractor Shall take precautions to maintain vehicular traffic and protect the public from damage to person or property. The Contractor shall provide barricades and warning signs as required. F. Coastal Shoals. Bars and Mudflats: The Contractor shall not damage or alter any coastal shoals, bars or mudflats as a result of his operations. G. No Open Trenches: At the end of every day's work, the Contractor shall close all trenches in the vicinity of runways. The trenches shall be backfilled level to the ground surface and all stock piled material shall be leveled to the ground surface or removed to an approved storage area. H. Contractor's Access to Work Areas: All access routes to work areas shall be approved by the Resident Engineer in advance. The use of runway pavements in accessing the various work areas shall be kept to a minimum. when use of the runway pavements is required, the Resident Engineer shall be present and have given his approval. The Contractor shall monitor the Airport's UNICOM frequency prior to, and while using runway pavements to access work areas. 80-13 I I , SUggl=egntal Requirements: A. Work Schedule: The Contractor shall submit a work schedule for the work in all areas for the approval of the Engineer and Airport Owner. No work shall commence in any area until such schedule is approved by the Engineer and Airport Manager. B. Runway Closings: The Contractor shall notify the Resident Engineer 24 hours in advance when closure of a runway is required so that provisions can be made to close the runway to air traffic. Periods of runway closing shall be held to a minimum. The Contractor shall' provide temporary runway closure markings (yellow crosses as detailed on the Contract Drawings) at both ends of the runway during runway closure periods. Prior to reopening a runway which has been closed, all paved surfaces shall be cleaned and the temporary closure markings removed. Both .runways shall remain open during all Contractor's known working hours. C. Contractor's Haul Routeg: The Contractor shall cleatr, construct and maintain haul routes as required for the prosecution of the work. The haul routes shall only be in the locations approved by the Engineer and the Airport Owner. At the completion of the project, these areas shall be returned to their original lines and grades and shall be seeded or restored according to the Specifications contained herein. Haul routes to the work sites shall be determined in the field by the Airport Owner, Engineer and Contractor. D. Contractor's Haul Routes: The Contractor shall clear, construct and maintain haul routes as required for the prosecution of the work. The haul routes shall only be in the locations approved by the Engineer and the Airport Owner. At the completion of the project, these areas shall be returned to their original lines and grades and shall„ be seeded or restored according to the Specifications contained herein. Haul routes to the work sites shall be determined in the field by the Airport Owner, Engineer and Contractor. The radio transceiver shall be used to monitor the Airport's UNICOM frequency. E. Contractor's Communications system: Before the Contractor commences work on the Airport, he shall obtain a sufficient quantity of radio transceivers necessary to 80-14 GENERAL PROVISIONS SECTION 80 - PROSECUTION AND PROGRESS coordinate construction equipment and the Contractor's personnel movements so as not to interfere with aircraft operations. The radio transceiver shall be used to monitor the Airport's UNICOM frequency. E. Storage and - Movement of Material and Eguipment: 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 therefrom. At night, materials and equipment shall be located at the designated storage area. The Airport Owner shall at all times have control of operations on or near active runways, taxiways and aprons. All operations shall be subject to coordination by the Contractor with the Resident Engineer for controlling traffic. Vehicles maneuvering in the vicinity of the airport operational services shall be marked in accordance with Section 70-08. Final method of control of construction operations will be determined during construction. Nothing shall be placed upon a landing area without the authorization of the Engineer and approval by the Owner. The use of existing paved areas for Contractor's equipment is expressly prohibited, except for those pavements that must be traversed in carrying out the work and then only upon authorization of the Engineer. Paved surfaces shall be kept clear at all times and specifically must be kept free from small stones which might cause damage to aircraft. 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 Resident Engineer all accidents whatsoever arising out of, or in connection with, the performance of the work, whether on or adjacent to the site which caused death, personal injury or property damages, giving full details and statements of witnesses. In addition, if death or serious injuries or serious damages are caused, the accident, shall be reported 80-15 SECTION 80 - PROSECUTION AND PROGRESS immediately by telephone or messenger to both the Engineer and the Owner. If any claim is made by anyone against the Contractor or any Subcontractor on account of any accident, the Contractor shall promptly report the facts in writing to the Resident Engineer giving full details of the claims. G. Cleaning of Paved Surfaces: The Contractor shall clean all pavement surfaces traversed by construction equipment on a daily basis. Closed runways shall be cleaned and free of all debris prior to being reopened. Airport pavements being traversed by aircraft shall be free of all debris at all times. ►e Payment for the items described in Section 80-12,.including but not necessarily limited to temporary barricades and removal thereof, protection of aircraft and vehicular traffic, maintenance of airport _lighting circuits, cleaning of paved surfaces, restoration of surfaces disturbed as a result of the Contractor's operations, warning signs, hazard marking, barricade lights and removal thereof ad installation and removal of the temporary runway closure markings shall be included under Item L-128, Maintenance and Protection of Traffic. 80-13, Night Work. Work after sunset will not be permitted except as provided by the special requirements of Section 80-12, Specific Airport Operating Requirements. Where work on this Contract is required to be done after sunset, such work shall be included in the prices bid, and no extra compensation will be allowed therefor. 80-14. Occupancy Areas. The area to be used by the Contractors and their employees and the location of field offices, job shanties and other semi- permanent structures shall be designated in the field by the Engineer and the Owner. Field offices, job shanties, and other semi-permanent structures shall not extend above a 7 on 1 slope, starting at a point five hundred (500) feet from the centerline of a runway. 80-16 GENERAL PROVISIONS SECTION 80 - PROSECUTION AND PROGRESS 80-15 Safety on Airports During Construction Activit I. General Safety Reauixem*--nts. During performance of this Contract, the Airport runways, taxiways and aircraft parking aprons shall remain in use by air- craft to the maximum extent possible. Aircraft use of areas near the Contractor's work will be controlled to minimize disturbance to the Contractor's operation. The Contractor shall not allow employees, subcontractors, suppliers or any other unauthorized person to enter or remain in any Airport area which would be hazardous to persons or to aircraft operations. All work which is too close to an active runway, taxiway or apron to be performed under operational conditions shall be per- formed when the runway, taxiway or apron is not in use. Such work shall not be accomplished without prior permission from the Engineer. II. Construction and Facilities Maintenance. Contractors shall: A. Be aware of the potential for safety problems and/or hazards. Potentially hazardous conditions which may occur during Airport construction and maintenance in- clude, but are not limited to, the following: 1. Trenches, holes or excavations on or adjacent to any open runway or in safety areas. 2. Unmarked/unlighted holes or excavation in any apron, open taxiway, open taxilane or related safety area. 3. Mounds or piles of earth, construction materials, temporary structures or other objects in vicinity of any open runway, taxiway, taxilane or in a related safety, approach or departure area. 4. Pavement dropoffs or pavement -turf lips (either permanent or temporary) which could cause, if crossed at normal operating speeds, damage to aircraft that normally use the Airport. (The normal maximum is 1-1/2 inches for either.) 5. Vehicles or equipment (whether operating or idle) on any open runway, taxiway, taxilane or in any 80-17 SECTION 80 PROSECUTION AND PROGRESS related safety, approach or departure area. 6. Vehicles, equipment, excavations, stockpiles or other materials which could degrade or otherwise interfere with electronic signals from radios or electronic navigational aids. 7. Unmarked utility, navaid, weather service, runway lighting or other power or signal cables that could be damaged during construction. 8. Objects (whether marked or flagged or not) or activities anywhere on or in the vicinity of the Airport which could be distracting, confusing or alarming to pilots during aircraft operations. 9. Unflagged/unlighted low visibility items (such as tall cranes, drills and the like) anywhere in the vicinity of active runways or in any approach or departure area. 10. Misleading or malfunctioning obstruction lights. 11. Unlighted/unmarked obstructions in approach to any open runway. 12. Inadequate approach/departure surfaces (needed to assure adequate landing/takeoff clearance over obstructions or work or storage areas). 13. Inadequate, confusing or misleading (to user pilots) marking/lighting of runways, taxiways, tax lanes (including displaced or relocated thresholds). 14. Water, snow, dirt, debris or other transient accumu- lation which temporarily obscures pavement marking; pavement edges or derogates visibility of runway/ taxiway marking or lighting, or of construction and maintenance areas. 15. Inadequate or improper methods of marking, barri- cading and lighting of temporarily closed portions of Airport operations area. 16. Trash or other materials with foreign object damage (FOD) potential, whether on runways, taxiways or aprons, or in related safety areas. 80-18 GENERAL PROVISIONS SECTION 80 - PROSECUTION AND PROGRESS 17. Inadequate fencing or other marking to separate construction. 3r maintenance areas from open aircraft operating areas. 18. Failure to control vehicle, human and large animal access to, and non-essential, non -aeronautical activities in, open aircraft operating areas. 19. Failure to maintain radio communication between construction/maintenance vehicles and air traffic control tower or other on -field communications facility, e.g., FAA Flight Service Station (FSS) or unicorn radio. 20. Construction/maintenance activities or materials which could hamper crash -fire -rescue (CFR) vehicle access from CFR stations to all parts of the runway/ taxiway system, to runway approach and departure areas and to aircraft parking locations. 21.- Bird attractants such as edibles (food scraps, etc.) or other miscellaneous garbage, other trash, grass/crop seeding or ponded water on the Airport. B. Conduct activities so as not to violate any safety standards contained herein. C. Inspect all construction and storage areas as often as necessary to be aware of conditions. D. Promptly take all steps needed to prevent/remedy any unsafe or potentially unsafe conditions/activities discovered. Before actual commencement of construction activity, the Contractor shall give adequate notice to Airport management of proposed time and date of commencement of construction in such areas. Upon completion of work and return of all such areas to standard conditions, the Contractor shall notify Airport management of completion of construction. III. Trenches, Excavations and Stockpiled Material. Open trenches or excavations exceeding 6 inches in depth and 80-19 GENERAL PROVISIONS SECTION 80 - PROSECUTION AND PROGRESS 6 inches in width or stockpiled material will not be permitted within the limits of restricted areas of operational runways or taxiways. Coverings for open trenches or excavations shall be of sufficient strength to support the weight of the heaviest aircraft operating on the runway or taxiway. ,IV, Construction in Proximity to Runways. A. Eunway Sides: If appropriate construction/mai.ntehancce NOTAM has been issued, construction equipment`' under 10 feet tall is permissible as close as the following distances from centerline of runway indicated: RUNWAY DESIGNATION FEET FROM RUNWAY CENTERLINE 7 - 25 75' _12 75' B. Runway Ends: If appropriate construction/maintenance NOTAM has been issued, construction/maintenance activity is permissible off the ends of the runway indicated below, provided at least the indicated minimum safety area and indicated unobstructed approach slope are maintained: RUNWAY MINIMUM SAFETY MINIMUM UNOBSTRUCTED APPROACH END AREA BEHIND SLOPE NUMBER THRESHOLD 7._25,12.30 200 feet 20:1 to 200 feet behind threshold yX =shold barking and Lighting. Temporary threshold marking, if required, shall be furnished and maintained by the Contractor. MI. Clpsed Runway Marking. Closed runway marking, if required, shall be as shown on the Plans and furnished by the Contractor. Barricades, flagging and flashers are required. Hazard marking and lighting shall be acceptable to the Airport Owner and Engineer. 80-20 GENERAL PROVISIONS SECTION 80 - PROSECUTION AND PROGRESS VII. Motorized Vehicles. A. When any vehicle other than those approved for use in the aircraft movement area and runway approach area is required to travel over any portion of that area, it shall be escorted by a vehicle properly identified to operate in the area and be provided with a flag on a staff attached to the vehicle. A flag or escort vehicle is not required for vehicles which have been painted, marked and lighted for routine use on aircraft movement areas. Any vehicle operating on the movement area during the hours of darkness should be equipped with a flashing dome -type light, the color to be in accordance with local and/or State codes. B. Vehicular traffic crossing active movement areas must be controlled either by two-way radio with the control tower, by escort, flagman, signal light or the means appropriate for the particular airport. The clearance should be confirmed by the. driver's personal observation that no aircraft is approaching his position.. C. It may be desirable to clearly identify the vehicles for control purposes by either assigned initials or numbers prominently displayed on each side. The identifying symbols should be of 8 -inch minimum, block -type characters of a color easily read. They may be applied by use of tape or water soluble paint to facilitate removal. In addition, all vehicles must display the identification media as specified in the approved se- curity plan, if.applicable. D. Employee parking shall be as designated by the Engineer, Superintendent and Airport Manager. E. Construction Site Access and Haul Roads: Access to the job site shall be as shown on the Plans or as designated by the Engineer, Superintendent and Airport Manager. VIII.Navigational Aids. The Contractor shall not conduct any construction activity within the navigational aids (i.e., ILS components, VOR, ASR, ATCT) restricted areas shown on the Plans without prior approval from the local FAA Airway Facilities Sector through the Engineer. 80-21 XIL Limitations on Construction. A. Open -flame welding or torch cutting operations are pro- hibited unless adequate fire and safety precautions are provided and have been approved by the Engineer. B. Open trenches, excavations and stockpiled material at the construction site shall be prominently marked with red flags and lighted by light units during hours of restricted visibility and/or darkness. C. Marking and lighting of closed, deceptive and hazardous areas shall be provided by the Contractor, when required, in accordance with Advisory Circular 150/5340-1. D. Stockpiled material shall be constrained in a manner to prevent movement resulting from maximum anticipated aircraft blast or forecasted wind conditions. X Debris. Waste and loose material capable of causing damage to aircraft landing gears, propellers or being ingested in jet engines, shall not be placed on active aircraft movement areas. Material tracked on these areas shall be removed continuously during the project work. 80-22 GENERAL PROVISIONS SECTION 90 - MEASUREMENT AND PAYMENT 90-01. Measurement of Ouantities. All work complitee under the Contract will be measured by the Engineer, or his/her 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 nine (9) square feet or less. Unless otherwise specified, transverse measurements for area computations will be the neat dimensions shown on the Plans or ordered in writing by the Engineer. Structures will be measured according to neat lines shown on the Plans or as altered to fit field conditions. Unless otherwise specified, all- Contract Items which are measured by the linear foot such as electrical ducts, conduits, pipe culverts, underdrains, and similar items shall be measured parallel to the base or foundation upon which such items are placed. In computing volumes of excavation the average end area method or other acceptable methods will be used. The thickness of plates and galvanized sheet used in the manufacture of corrugated metal pipe, metal plate pipe culverts and arches, and metal cribbing will be specified and measured in decimal fraction of inches. The term "ton" will mean the short ton consisting of two thousand (2,000) pounds avoirdupois. All materials which are measured or proportioned by weights shall be weighed on accurate, approved scales by competent qualified personnel at locations designated by the Engineer. If material is shipped by rail, the car weight may be accepted provided that only the actual weight of material be paid for. However, car weights will not be acceptable for material to be passed through mixing plants. Trucks used to haul material being paid for by weight shall be weighed empty daily at'such times as the Engineer directs, and each truck shall bear a plainly legible identification mark. 90-1 SECTION 90 - MEASUREMENT AND PAYMENT Materials to be measured by volume in the hauling vehicle shall be hauled in approved vehicles and measured therein at the point of delivery. Vehicles for this purpose may be of any size or type acceptable to the Engineer, provided that the body is of such shape that the actual contents may be readily and accurately determined. All vehicles shall be loaded to at least their water level capacity and all loads shall be leveled when the vehicles arrive at the point of delivery. When requested by the Contractor and approved by the Engineer in writing, material specified to be measured by the cubic yard may be weighed and such weights will be converted to cubic yards for payment purposes. Factors for conversion from weight measure- ment to volume measurement will be determined by the Engineer and shall be agreed to by the Contractor before such method of measure- ment of pay quantities is used. Bituminous materials will be measured by the gallon or ton. When measured by volume, such volumes will be measured at 60°F or will be corrected to the volume at 60°F using ASTM d-1250 for asphalts or ASTM D-633 for tars. Net certified scale weights or weights based on certified volumes in the case of rail shipments will be used as a basis of measurement, subject to correction when bituminous material has been lost from the car or the distributor, wasted, or otherwise not incorporated in the work. When bituminous materials are shipped by truck or transport, net certified weights by volume, subject to correction for loss or foaming, may be used for computing quantities. Cement will be measured by the ton or hundredweight. Timber will be measured by the thousand feet board measure (MFBM) actually incorporated in the structure. Measurement will be based on nominal widths and thicknesses and the extreme length of each piece. The term "lump sum" when used as an item of payment will mean complete payment for the work described in the Contract. When a complete structure or structural unit (in effect, "lump sum" work) is specified as the unit'of measurement, the unit will be construed to include all necessary fittings and accessories. 90-2 GENERAL PROVISIONS SECTION 90 - MEASUREMENT AND PAYMENT 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 he work. Special equipment ordered by the Engineer in connection with force account work will be measured as agreed in the Change Order or Supplemental Agreement authorizing such force account work as provided in the subsection entitled "Payment For Extra and Force Account Work" of this section. When standard manufactured items are specified such as fence, wire, plates, rolled shapes, pipe conduit, etc., and these items are identified by gauge, unit weight, section dimensions, etc., such identification will be considered to be nominal weights or dimensions. Unless more stringently controlled by tolerances in cited Specifications, manufacturing tolerances established by the industries involved will be accepted. Scales for weighing materials which are required to be proportioned or measured and paid for by weight shall be furnished, erected and maintained by the Contractor or be certified perman- ently installed commercial scales. Scales shall be accurate within one-half percent (.5%) of. the correct weight throughout the range of use. The Contractor shall have the scales checked under the observation of the inspector before beginning work and at such other times as requested. The intervals shall be uniform in spacing throughout the graduated or marked length of the beam or dial and shall not exceed one-tenth of one percent (.1%) of the nominal rated capacity of the scale, but not less than one (1) pound. The use of spring balances will not be permitted. Beams, dials, platforms and other scale equipment shall be so arranged that the operator and inspector can safely and conven- iently view them. Scale installations shall have available, ten (10) standard fifty (50) pound weights for testing the weighing equipment or suitable weights and devices for other approved equipment. Scales must be tested for accuracy and serviced before use at a new site. Platform scales shall be installed and maintained with the platform level and rigid bulkheads at each end. 90-3 Scales "overweighing" (indicating more than correct weight) will not be permitted to operate and, all materials received subsequent to the last previous correct weighing accuracy test will be reduced by the percentage of error in excess of one-half of one percent (.5%). In the event inspection reveals the scales have been "under - weighing" (indicating less than correct weight) they shall be adjusted and no additional payment to the Contractor will be allowed for materials previously weighed and recorded. All costs in connection with furnishing, installing, certify- ing, testing, and maintaining scales; for furnishing check weights and scale house; and for all other items specified in this subsec- tion, for the weighing of materials for proportioning or payment, shall be included in the unit Contract prices for the various items of the project. When the estimated quantities for a specific portion of the work are designated as the pay quantities in the Contract,; they shall be the final quantities for which payment for such specific portion of the work will be made, unless the dimensions of said portions of the work shown on the Plans are revised by the <Engi- neer. 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 prosecution thereof, subject to the provisions of the subsection titled NO WAIVER OF LEGAL RIGHTS of Section 70. When the "basis of payment" subsection of Specification requires that the Contract price (price compensation for certain work or material essential this same work or material will not also be measurec under any other Contract Item which may appear else Contract, Plans, or Specifications. 90-4 a technical bid) include to the item, for payment wherein the GENERAL PROVISIONS SECTION 90 - MEASUREMENT AND PAYMENT 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 com- pleted and accepted. No allowance, except as provided for in the subsection titled ALTERATION OF WORK AND QUANTITIES of Section 40 will be made for any increased expense, loss of expected reim- bursement, or loss of anticipated profits suffered or claimed by the Contractor which results directly from such alterations or indirectly from his/her unbalanced allocation of overhead and profit among the Contract Items, or from any other cause. 9.0-04. Pavment for Omitted Items. As specified in the subsection titled OMITTED ITEMS of Section 40, the Engineer shall have the right to omit from the work (order non-performance) any Contract Item, except major Contract Items, in the best interest of the Owner. Should the Engineer omit or order non-performance of a Contract Item or portion of such item from the work, the Contrac- tor shall accept payment in full at the Contract prices for any work actually completed and acceptable prior to the Engineer's order to omit or non -perform such Contract Item. Acceptable materials ordered by the Contractor or delivered on the work prior to the date of the Engineer's order will be paid for at the actual cost to the Contractor and shall thereupon become the property of the Owner. In addition to the reimbursement hereinbefore provided, the Contractor shall be reimbursed for all actual costs incurred for the purpose of performing the omitted Contract Item prior to the date of the Engineer's order. Such additional costs incurred by the Contractor must be directly related to the deleted Contract Item and shall be supported by certified statements by the Con- tractor as to the nature and amount of such costs. 90-5 90-05. Payment for Extra and Force Account Work. Extra work performed in accordance with the subsection titled EXTRA WORK of Section 40 will be paid for at the Contract prices or agreed prices specified in the Change Order or Supplemental Agreement authorizing such extra work. If the work is to be paid under agreed prices, the prices shall be based upon the Con- tractor's price analysis of the cost of the work. This price analysis shall be provided by the Contractor and shall be based upon the Contractor's estimated breakdown of his cost for the work, including all charges based upon the items as listed in this subsection under "Force Account Work". Lump sum costs for work, without accompanying detailed price analyses, will not be acceptable. Forms intended to aid the Contractor in compiling price analyses are available from the Engineer upon request. II. Force Account Work When the. Change Order or Supplemental Agreement. authorizing extra work requires that it be done by force account, such force account shall be measured and paid for based on expended labor, equipment and materials, plus an allowance for overhead and profit. (a) Miscellangous. No additional allowance will be made for general superintendence, the use of small tools, or other costs for which no specific allowance is herein provided. (b) Comparison of Record. The Contractor and the Engineer shall compare records of the cost of force account work at the end of each day. Agreement shall be indicated by signature of the Contractor and Engineer or their duly authorized representatives. (c) Statement. No payment will be made for work performed on a force account basis until the Contractor has fur- nished the Engineer with duplicate itemized statements of the cost of such force account work detailed as follows: (1) Name, classification, date, daily hours, total hours, rate and extension for each laborer and foreman. (2) Designation, dates, daily hours, total hours, rate, and extension for each unit of machinery and equipment. ME GENERAL PROVISIONS SECTION 90 - MEASUREMENT AND PAYMENT For Contractor self -owned equipment, the maximum rate paid for equipment will be determined based %.on the following factors. The base hourly rates shall be the daily rate as listed in the current Rental Rates for Construction Equipment prepared by Associated Equipment Distributors divided by eight (8). Where no daily rate is listed, the daily rate will be determined by dividing the monthly rate by 10. The first 20 hours will be paid at 90% of the above base hourly rate. For 21 to 40 hours, the rate will be 80% of the above base hourly rate. For over 40 hours, the rate will be 45% of the above base hourly rate. The number of hours to be paid for shall be- the number of hours that the equipment or plant is actually used on a specified force account job. For rented equipment, such equipment will be paid for based upon rental cost as approved by the Engineer. Invoices showing rental charges must be submitted to the Engineer for such payment. For use of all equipment, when, in the opinion of the Contractor and as approved by the Engineer, suitable equipment is not available on the site, the movement of required equipment to and from the b site will be paid for at actual cost. I , Equipment to be used by the Contractor shall be specifically described and be of suitable size and suitable capacity required for the work to be performed. In the event the Contractor elects to use equipment of a higher rental value than that suitable for the work, payment will be made at the rate applicable to the suitable equipment. The equipment actually used and the suitable equipment paid for will be recorded as part of the record for i 90-7 GENERAL PROVISIONS SECTION 90 - MEASUREMENT AND PAYMENT force account work. The Engineer shall determine the suitability of the equipment. If there is a differential in the rate of pay of the operator of oversize or higher rate equipment, the rate paid for the operator will likewise be that for the suitable equipment. In the event that a rate is not established in the Associated Equipment Distributors Rental Rates for a particular piece of equipment or plant, the :Owner shall establish a rate for that piece ofequipment or plant that is consistent with its cost and use. (3) Quantities of materials, prices, and extensions. (4) Transportation of materials. (5) Cost of property damage, liability and workmen's compensation insurance premiums, unemployment insurance contributions, and social security tax. (6) Profit and Overhead. Profit and overhead cost shall be computed at 20 percent of the following; Total Direct Labor Cost (actual hours worked multiplied by the basic hourly wage rate) plus supplemental benefits payments, payroll taxes, insurance payments and other labor related fringe benefit payments as defined in (2) and (3) above, but not including the overtime additive payments. Profit and overhead shall not be paid on the premium portion of overtime. Total Cost of Materials as defined in (1) above including the cost of transportation to the project site. If any of the work is performed by a subcontractor, the Contractor shall be paid the actual and reasonable cost of such subcontracted work computed as outlined in (1) through (5) above, or on such other basis as may be approved by the Owner. Subcontractor profit and overhead shall be paid as outlined in (6) above, plus an additional allowance of five percent (5%) of materials and direct labor to cover the Contractor's profit, superintendence, administration, insurance and other overhead. GENERAL PROVISIONS SECTION 90 - MEASUREMENT AND PAYMENT (7) Overhead shall be defined to include the following items: Premium on bond. Premium on insurance required by the State, Workmen's Compensation Insurance, public liability and property damage insurance, unemployment insurance, Federal old -age benefits, other payroll taxes and such reasonable charges that are paid by the Contractor pursuant to written agreement with his employee. All salary and expenses of executive officers, supervising officers or supervising employees. All clerical or stenographic employees. All charges for minor equipment, such as small tools, including shovels, picks, axes, saws, bars, sledges, lanterns, jacks, cables, pails, wrenches, etc. and other miscellaneous supplies and services. All drafting room accessories such as paper, tracing cloth, blueprinting, etc. Statements shall be accompanied and supported by receipted invoice for all materials used and transportation charges. However, if materials used on the force account work are not specifically purchased for such work but are taken from the Contractor's stock, then in lieu of the invoices the Contractor shall furnish an affidavit certifying that such materials were taken from his/her stock, that the quantity claimed, was actually used, and that the price and transportation claimed represent the actual cost to the Contractor. 90-06. Partial Payments Partial payments will be made at least once each month as the work progresses. Said payments will be based upon estimates prepared by the Engineer of the value of the work performed and materials complete in place in accordance with the Contract, Plans, and Specifications. Such partial payments may also include the .m GENERAL PROVISIONS SECTION 90 - MEASUREMENT AND PAYMENT delivered actual cost of those materials stockpiled and stored in accordance with the subsection titled PAYMENT FOR MATERIALS ON HAND 0,4w -of this section. `No partial payment will be made when the amount due the Contractor since the last estimate amounts to less than five hundred dollars ($500.00). From the total of the amount determined to be payable on a partial payment, five percent (5%) of such total amount will be deducted and retained by the Owner until the final payment is made. .When not less than ninety-five percent (95%) of the work has been -completed the Engineer may, at his/her discretion and with the consent of the Surety, prepare an estimate from which will be retained an amount not 'less than twice the Contract value or estimated cost, whichever is greater, of the work remaining to be donez The remainder, less all previous payments and deductions, willAhen be certified for payment to the Contractor. ::cIt is understood and agreed that the Contractor.shall not be entitled to demand or receive partial payment based on quantities of work in excess of those provided in the proposal or covered by approved Change Orders or Supplemental Agreements, except when such excess quantities have been determined by the Engineer to be a part of the final quantity for the item of work in question. No partial payment shall bind the Owner to the acceptance of any materials or work in place as to quality or quantity. All partial payments are subject to correction at the time of final payment as provided in the subsection titled ACCEPTANCE AND FINAL PAYMENT of this section. 90-07. Payment for Materials on Hand. Partial payments may be made to the extent of the delivered cost of materials to be incorporated in the work, provided that such -materials meet the requirements of the Contract, Plans, and Specifications and are delivered to acceptable sites on the airport property or at other sites in the vicinity that are acceptable to the Owner. Such delivered costs of stored or stockpiled materials may be included in the next partial payment after the following, conditions are met: (a) The material has been stored or stockpiled in a manner acceptable to the Engineer at or on an approved site. 90-10 GENERAL PROVISIONS SECTION 90 - MEASUREMENT AND PAYMENT (b) The Contractor has furnished the Engineer with acceptable evidence of the quantity and quality of such stored or stockpiled materials. (c) The Contractor has furnished the Engineer with satisfac- tory evidence that the material and transportation costs have been paid. (d) The Contractor has furnished the Owner legal title (free of liens or encumbrances of any kind) to the material so stored or stockpiled. (e) The Contractor has furnished the Owner evidence that the material so stored or stockpiled is insured against loss by damage to or disappearance of such materials at any time prior to use in the work. It is understood and agreed that the transfer of title and the Owner's payment for such stored or stockpiled materials shall in no way relieve the Contractor of his responsibility for furnish- ing 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 Con- tract price for the Contract Item on which the material is intended to be used. No partial payment will be made for stored or stockpiled living or perishable plant materials. The Contractor shall bear all costs associated with the partial payment of stored or stockpiled materials in accordance with the provisions of this subsection. 90-08. Acceptance and Final Payment When the Contract work has been accepted in accordance with the requirements of the subsection titled FINAL ACCEPTANCE of Section 50, the Engineer will prepare the final estimate of the items of work actually performed. The Contractor shall approve the Engineer's final estimate or advise the Engineer of his/her 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 Engineer shall resolve all disputes (if any) in the measurement and computation of final quantities to 90-11 be paid within thirty (30) calendar days of the Contractor's receipt of the Engineer's final estimate. If, after such thirty (30) day period, a dispute still exists, the Contractor may approve the Engineer's estimate under protest of the quantities in dispute and such disputed quantities shall be considered by the owner as a claim in accordance with the subsection titled CLAIMS FOR ADJUSTMENT AND DISPUTES of Section 50. After the Contractor has approved, or approved under protest, the Engineer's final estimate, 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 leis all previous payments and all amounts to be deducted under the provi- sions 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 compensa- tion under the provisions of the subsection titled CLAIMS FOR ADJUSTMENTS AND DISPUTES of Section 50 or under the provisions of this subsection, such claims will be considered by the owner in accordance with local laws or ordinances. Upon final adjudication of such claims, -any additional payment determined to be due the Contractor will be paid pursuant to a supplemental, final, estimate. The payment of the final amount due under this Contract, and the adjustment and the payment of the bill rendered for work in accordance with any alterations of the same shall release the Owner from any and all claims or liabilities on account of work performed under said Contract, or any alterations thereof. In case the execution of this Contract is delayed by action of the Owner, the time for completion is hereby extended for a time equal to the delay caused by the party of the first part, but no claim for damages by reason of such delay shall be made or allowed. Should postponement or delay be occasioned by the precedence of other Contracts on the line of work, which may be either let or executed before or after the execution of this Contract, no 'claim for damages will be allowed; but the time for completion may be extended for a time equal to the delay or postponement caused by such precedent Contracts. The Owner shall not be required, said payments, on any part thereof, or account of said work, or by virtue o 90-12 or liable to make the afore - to pay anything whatever on f this Agreement, any sooner GENERAL PROVISIONS SECTION 90 - MEASUREMENT AND PAYMENT or faster than there shall be money or funds in the treasury of said Owner properly applicable to that purpose, and which shall have been collected or paid into said treasury on account of said work or improvement. 90-09. Guaranty, The Contractor shall, in consideration of the Contract price, maintain and keep in good repair all the work executed under this Contract for a period of twelve (12) months from the time of its final acceptance. Also, that he will make any and all repairs deemed necessary by the Engineer within five (5) days from the date of a notice from the said Engineer. Within the period of said guaranty, no certificate given nor payment made under the Contract, nor partial or entire occupancy of the premises by the Owner shall be construed as an acceptance of defective work or of improper materials or as condoning any negligence or omission. 90-10. Security for Guarantee. 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 stipula- tions of Section 90- 10 of these Specifications, 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 twelve (12) months, or until the bond above described is filed. 90-11. Lien Law. If, at any time before or within thirty (30) days after the whole work herein agreed to be performed has been completed and accepted by the party of the first part, any person or persons claiming to have performed any labor or furnished any material toward the performance or completion of this Contract shall file with the Engineer and with the financial officer of the Owner or other officer or person charged with the custody and disbursement of the Owner funds applicable to the Contract under which the claim 90-13 SECTION 90 —MEASUREMENT AND PAYMENT is made, such notice as is prescribed in the Act of Legislature of the State of New. York passed February 17, 1909, entitled an "Act in Relation to Liens", and the acts amendatory thereof or supplementary thereto, then and in every such case the party of the first part shall retain (anything herein contained to the contrary thereof notwithstanding) from the monies under its control and due or to grow due under this Agreement, as much of such monies as'shall 'be sufficient to pay, satisfy and discharge the amount in such notice claimed to be due to the person or persons filing such lien, together with the reasonable cost of any actions brought to enforce such claim or the lien creating by the filing of such notice. The monies so retained shall be retained by the party of the first part until the lien thereon created by the said act and filing of said notice shall be discharged pursuant to the provisions of said act or acts. 90-14 SPECIAL PROVISIONS ITEM P-151 - CLEARING AND GRUBBING 151-1. DESCRIPTION. 151-1.1: This item shall consist of clearing and grubbing, including the disposal 0� materials, for all areas within the limits designated on the Plans or as required by the Engineer. Clearing and grubbing shall consist of clearing the surface of the ground of the designated areas of all trees, stumps, down timber, logs, snags, brush, undergrowth, hedges, heavy growth of grass or weeds, structures, debris and rubbish of any nature, natural obstructions or such material which in the opinion of the Engineer is unsuitable, including the grubbing of stumps, roots, matted roots, foundations and the disposal from the Project of all spoil materials resulting from clearing and grubbing. 151-2. CONSTRUCTION METHODS. 151-2.1 General: The areas denoted on the Plans to be cleared and grubbed under this item shall be staked on the ground by the Contractor. The clearing and grubbing shall be done at a satisfactory distance in advance of the grading operations. All spoil materials removed by clearing and grubbing shall be disposed of by removal to approved disposal areas. 151-2.2 Clearing: The Contractor shall clear the staked or indicated area of all objectionable materials. Trees unavoidably falling outside the specified limits must be cut up, removed and disposed of in a satisfactory manner. In order to minimize damage to trees that are to be left standing, trees shall be felled toward the center of area being cleared. The Contractor shall preserve and protect from injury all trees not to be removed. The trees, stumps and brush shall be cut to a height of not more than 12 inches above the ground. The grubbing of stumps and roots will be required as outlined below. 151-2.3 Clearing and Grubbing: In areas designated to be cleared and grubbed, all stumps, roots, buried logs, brush, grass and other unsatisfactory materials shall be removed. Any buildings and miscellaneous structures that are shown on the Plans to be removed shall be demolished or removed and all materials therefrom shall be disposed of by removal from the site. All holes or openings shall be backfilled with acceptable material and properly compacted. All holes remaining after the grubbing operation in embankment areas shall have the sides broken down to flatten out the slopes and shall be filled with acceptable material, moistened and properly compacted in layers to the density required in Item P-152. The same construction procedure shall be applied to all holes remaining after grubbing in excavation areas where the depth of holes exceeds the depth of the proposed excavation. SPECIAL PROVISIONS ITEM P-151 - CLEARING AND GRUBBING 151-2.4 LEVELING OF GROUND SURFACE.: All areas that have been cleared and grubbed shall be graded adequately to accommodate municipal owned mowing equipment. Areas of abrupt transition in grade which would not allow the passage of mowing equipment will not be allowed. All stones and other uojects which would be detrimental to mowing shall be removed and disposed of in the approved location. 151-3. METHOD OF MEASUREMENT. 151-3.1: The quantities of clearing and grubbing as shown by the limits on the Plans or as ordered by the Engineer shall be cited in terms of the number of acres or fractions thereof, of land specifically cleared and grubbed, unless lump sum bid is specified in the Proposal. 151-4. BASIS OF PAYMENT. 151-4.1: Payment shall be made at the Contract unit price per acre or in a lump sum for clearing and grubbing. This price shall be full compensation for furnishing all materials and for all labor, equipment, tools and incidentals necessary to complete the item. Payment will be made under: Item P-151-4.1 - Clearing and Grubbing - per Acre SPECIAL PROVISIONS ITEM P-152 - EXCAVATION AND EMBANKMENT 152-1. DESCRIPTION. 152-1.1: This item covers excavation, disposal, placement and compaction of all materia?.- within the limits of the work required to construct runway safety areas, runways, taxiways, aprons and intermediate, as well as other areas for drainage, building construction, parking or other purposes in accordance with these Specifications and in conformity to the dimensions and typical sections shown on the Plans. 152-1.2 Classification: All material excavated shall be classified as defined below and specified in the Payment Items in accordance with these classifications. (a) Common Excavation: Common excavation shall consist of the excavation and disposal of all material, regardless of its nature, which is not otherwise classified and paid for under the following items. (b) Rock Excavation: Rock excavation shall include all solid rock in ledges, in bedded deposits, in unstratified masses and conglomerate deposits which are so firmly cemented they cannot be removed without blasting or using rippers. All boulders containing a volume of more than 1/2 cubic yard will be classified as "rock excavation". (c) Muck Excavation: Muck excavation shall consist of the removal and disposal of mixtures of soils and organic matter not suitable for foundation material. Muck shall include materials which will decay or produce subsidence in the embankment. It may be made up of decaying stumps, roots, logs, humus or other material not satisfactory for incorporation in the embankment. (d) Drainage Excavation: Drainage excavation shall consist of all excavation made for the primary purpose of drainage and includes drainage ditches, such as intercepting, inlet or outlet; temporary levee construction; or any other type as shown on the Plans. (e) Borrow Excavation: Borrow excavation shall consist of approved material required for the construction of embankment or for other portions of the work in excess of the quantity of usable material available from required excavations. Borrow material shall be obtained from areas within the limits of the Airport property but outside the normal limits of necessary grading, or from areas outside the Airport. (f) Pavement Excavation: Pavement excavation shall consist of the removal and disposal of existing bituminous concrete pavement or portland cement concrete pavement including stabilized base or subbase material as shown on the Plans, regardless of the thickness encountered. SPECIAL PROVISIONS ITEM -P-152 - EXCAVATION AND EMBANKMENT 152-1. DESCRIPTION. (Continued) 152-1.3 Unsuitable Excavation: Any material containing vegetable or organic matter, such as muck, peat, organic silt or sod shall be LDnsidered unsuitable for use in embankment construction. Material, when approved by the Engineer as suitable to support vegetation, may be used on the embankment slope. 152-2. SUBMITTALS AND CERTIFICATIONS. 152-2.1: Submittals of "Shop and Setting Drawings", "Working Drawings", "Catalogue Data" and "Certifications" for review shall be submitted in accordance with appropriate sections of the- General Provisions. Submittals and Certifications required are as follows: Certified test results indicating materials obtained off-site meet the requirements specified. 152-3. CONSTRUCTION METHODS. 152-3.1 General: The suitability of material to be placed in embankments shall be subject to approval by the Engineer. All unsuitable material shall be disposed of in waste areas shown on the Plans. All waste areas shall be graded to allow positive drainage of the area and of adjacent areas. -The surface elevation of waste areas shall not extend above the surface elevation of adjacent usable areas of the Airport, unless specified on the Plans or approved by the Engineer. When the Contractor's excavating operations encounter artifacts of historical or archeological significance, the operations shall be temporarily discontinued. At the direction of the Engineer, the Contractor shall excavate the site in such a manner as to preserve the artifacts encountered and allow for their removal. Such excavation will be paid for as extra work. Those areas outside of the pavement areas in which the top layer of soil material has become compacted, by hauling or other activities of the Contractor, shall be scarified and disked to a depth of 4 inches in order to loosen and pulverize the soil. If it is necessary to interrupt existing surface drainage, sewers or under- drainage, conduits, utilities or similar underground structures, the Contractor shall be responsible for and shall take all necessary precautions to preserve them or provide temporary services. When such facilities are encountered, the Contractor shall notify the Engineer, who shall arrange for their removal if necessary. The Contractor shall, at his/her own expense, satisfactorily repair or pay the cost of all damage to such facilities or structures which may result from any of the Contractor's operations during the period of the Contract. 152-3.2 Excavation: No excavation shall be started until the work has been staked out by the Contractor and the Engineer has obtained elevations and measurements of the ground surface. All suitable excavated material shall be SPECIAL PROVISIONS ITEM P-152 - EXCAVATION AND EMBANKMENT 152-3. CONSTRUCTION METHODS. (Continued) 152-3.2 Excavation: (Continued) used -n the formation of embankment, subgrade or for other purposes shown on the Plans. All unsuitable material shall be disposed of as shown on the Plans. When the volume of the excavation exceeds that required to construct the embankments to the grades indicated, the excess shall be used to grade the areas of ultimate development or disposed of as directed. When the volume of excavation is not sufficient for constructing the fill to the grades indicated, the deficiency shall be obtained from borrow areas. The grade shall be maintained so that the surface is well drained at all times. When necessary, temporary drains and drainage ditches shall be installed to intercept or divert surface water which may affect the work. (a) Selective Grading: When selective grading is indicated on the Plans, the more suitable material as designated by the Engineer shall be used in constructing the embankment or in capping the pavement subgrade. If, at the time of excavation, it is not possible to place this material in its final location, it shall be stockpiled in approved areas. (b) Undercutting: Rock, shale, hardpan, loose rock, boulders or other material unsatisfactory for runway safety areas, subgrades, roads, shoulders or any areas intended for turfing, shall be excavated to a minimum depth of 12 inches, or to the depth specified by the Engineer, below the subgrade. Muck, peat, matted roots or other yielding material unsatisfactory for subgrade foundation, shall be removed to the depth specified. Unsuitable materials shall be disposed of at location shown on the Plans. This excavated material shall be paid for at the Contract unit price per cubic yard for common excavation or rock excavation, as determined by the Engineer. The excavated area shall be refilled with suitable material obtained from the grading operations or borrow areas and thoroughly compacted by rolling. The necessary refilling will constitute a part of the embankment. Where rock cuts are made and refilled with selected material, any pockets created in the rock surface shall be drained in accordance with the details shown on the Plans. (c) Overbreak: Overbreak, including slides, is that portion of any material displaced or loosened beyond the finished work as planned or authorized by the Engineer. The Engineer shall determine if the displacement of such material was unavoidable and his/her decision shall be final. All over - break shall be graded or removed by the Contractor and disposed of as directed. However, payment will not be made for the removal and disposal of overbreak which the Engineer determines as avoidable. Unavoidable overbreak will be classified as common excavation. (d) Removal of Utilities: The removal of existing structures and utilities required to permit the orderly progress of work will be accomplished by someone other than the Contractor, e.g., the utility unless otherwise shown SPECIAL PROVISIONS ITEM P-152 - EXCAVATION AND EMBANKMENT 152-3. CONSTRUCTION METHODS. (Continued) 152-3.2 Excavation: (Continued) on the Plans. All existing foundations shall be excavated for at least 2 feet below the top of subgrade, or as indicated on the Plans, and the material disposed of as directed. All foundations thus excavated shall be backfilled with suitable materials and compacted as specified herein. (e) Compaction Requirements: The subgrade under areas to be paved shall be compacted in accordance with the following applicable requirements: For subgrades under flexible pavements in cut sections, the top 6 inches shall be compacted to a density of not less than 95 percent for cohesive soils or 100 percent for noncohesive soils of the maximum density as determined by ASTM D698. For fill sections, the subgrade shall be compacted for the entire depth of the fill to a density of not less than 95 percent for cohesive soils or 100 percent for noncohesive soils of the maximum density as determined by ASTM D698. - For subgrades under rigid pavements in cut sections, the top 6 inches shall be compacted to a density of not less than 90. percent for cohesive soils of the maximum density as.determined by ASTM D698. For cut sections in noncohesive soils, the top 6 inches of the subgrade shall be compacted to a density of not less than 100 percent of the maximum density and the next 18 inches of the subgrade compacted to a density of not less than 95 percent of the maximum density as determined by ASTM D698. For cohesive soils used in fill sections, the entire depth of the fill shall be compacted to a density of not less than 90 percent of the maximum density as determined by ASTM D698 and for noncohesive soils used in fill sections, the top 6 inches shall be compacted to a density of not less than 100 percent of the maximum density and the remainder of the fill compacted to a density of not less than 95 percent of the maximum density as determined by ASTM D698. The above compaction requirements are suitable for aircraft with gross weights of 60,000 pounds or less and apply when no subgrade compaction requirements are shown on the Plans. Compaction requirements for pavements constructed for aircraft with gross weights greater than 60,000 pounds shall be compacted to the percentages of the maximum density as determined by ASTM D1557 shown on the Plans. The in-place field density shall be determined in accordance with ASTM D1556 or ASTM D2167. Stones or rock fragments larger than 4 inches in their greatest dimension will not be permitted in the top 6 inches of the subgrade. The finished grading operations, conforming to the typical cross section, shall be completed and maintained at least 1,000 feet ahead of the paving operations or as directed by the Engineer. SPECIAL PROVISIONS ITEM P-152 - EXCAVATION AND EMBANKMENT 152-3. CONSTRUCTION METHODS. (Continued) 152-3.2 Excavation: (Continued) In .uts, all loose or protruding rocks on the back slopes shall be barred loose or otherwise removed to line of finished grade of slope. All cut -and -fill slopes shall be uniformly dressed to the slope, cross section and alignment shown on the Plans or as directed by the Engineer. Blasting will be permitted only when proper precautions are taken for the safety of all persons, the work and the property. All damage done to the work or property shall be repaired at the Contractor's expense. All operations of the Contractor in connection with the transportation, storage and use of explosives shall conform to all State and local regulations and explosive manufacturers instructions, with applicable approved permits reviewed by the Engineer. Any approval given, however, will not relieve the Contractor of his responsibility in blasting operations. Where blasting is approved, the Contractor shall employ a vibration consultant, approved by the Engineer, to advise on explosive charge weights per delay and to analyze records from seismograph recordings. The seismograph shall be capable of producing a permanent record of the three components of the motion in terms of particle velocity and in addition,- shall be capable of internal dynamic calibration. In each distinct blasting area, where pertinent factors affecting blast vibrations and their effects in the area remain the same, the Contractor shall submit a blasting plan of the initial blasts to the Engineer for approval. This plan must consist of hole size, depth, spacing, burden, type of explosives, type of delay sequence, maximum amount of explosive on any one delay period, depth of rock and depth of overburden, if any. The maximum explosive charge weights per delay included in the plan shall not be increased without the approval of the Engineer. The Contractor shall keep a record of each blast fired; its date, time and location, the amount of explosives used, maximum explosive charge weight per delay period and where necessary, seismograph records identified by instrument number and location. These records shall be made available to the Engineer on a monthly basis or in tabulated form at other times as required. 152-3.3 Borrow Excavation: Borrow area(s) within the Airport property are indicated on the Plans. Borrow excavation shall be made only at these designated locations and within the horizontal and vertical limits as staked or as directed. When borrow sources are outside the boundaries of the Airport property, it shall be the Contractor's responsibility to locate and obtain the supply, subject to the approval of the Engineer. The Contractor shall notify the Engineer at least fifteen (15) days prior to beginning the excavation so necessary measurements and tests can be made. All unsuitable material shall be disposed of by the Contractor. All borrow pits shall be opened up to expose the vertical face of various strata of acceptable material to enable obtaining a uniform product. SPECIAL PROVISIONS ITEM P-152 - EXCAVATION AND EMBANKMENT 152-3. CONSTRUCTION METHODS. (Continued) 152-3.3 Borrow Excavation: (Continued) Borrow pits shall be excavated to regular lines to permit accurate measurements and they shall be drained and left in a neat, presentable condition with all slopes dressed uniformly. 152-3.4 Drainage Excavation: Drainage excavation shall consist of excavating for drainage ditches such as intercepting, inlet or outlet; for temporary levee construction; or for any other type as designed or as shown on the Plans. The work shall be performed in the proper sequence with the other construction. All satisfactory material shall be placed in fills. Unsuitable material shall be placed in waste areas or as directed. Intercepting ditches shall be constructed prior to starting adjacent excavation operations. All necessary work shall be performed to secure a finish true -to -line elevation and cross section. The Contractor shall maintain ditches constructed on the Project to the required cross section and shall keep them free of debris or obstructions until the Project is accepted. 152-3.5 Preparation of Embankment Area: Where an embankment is to be constructed to a height of 4 feet or less, all sod and vegetable matter shall be removed from the surface upon which the embankment is to be placed and the cleared surface shall be completely broken up by plowing or scarifying to a minimum depth of 6 inches. This area shall then be compacted as indicated in Paragraph 3.6. When the height of fill is greater than 4 feet, sod not required to be removed shall be thoroughly disked and recompacted to the density of the surrounding ground before construction of embankment. Where embankments are to be placed on natural slopes steeper than 3 to 1, horizontal benches shall be constructed as shown on the Plans. No direct payment will be made for the work performed under this section. The necessary clearing and grubbing and the quantity of excavation removed will be paid for under the respective items of work. 152-3.6 Formation of Embankments: Embankments shall be formed in successive horizontal layers of not more than 8 inches in loose depth for the full width of the cross section, unless otherwise approved by the Engineer. The grading operations shall be conducted, and the various soil strata shall be placed, to produce a soil structure as shown on the typical cross section or as directed. Materials such as brush, hedge, roots, stumps, grass and other organic matter, shall not be incorporated or buried in the embankment. Operations on earthwork shall be suspended at any time when satisfactory results cannot be obtained because of rain, freezing or other unsatisfactory conditions of the field. The Contractor shall drag, blade or slope the embankment to provide proper surface drainage. The material in the layer shall be within ±2 percent of optimum moisture content before rolling to obtain the prescribed SPECIAL PROVISIONS ITEM P-152 - EXCAVATION AND EMBANKMENT 152-3. CONSTRUCTION METHODS. (Continued) 152-3.6 Formation of Embankments: (Continued) rnmpaction. In order to achieve a uniform moisture content throughout the layer, wetting or drying of the material and manipulation shall be required when necessary. Should the material be too wet to permit proper compaction or rolling, all work on all of the affected portions of the embankment shall be delayed until the material has dried to the required moisture content. Sprinkling of dry material to obtain the proper moisture content shall be done with approved equipment that will sufficiently distribute the water. Sufficient equipment to furnish the required water shall be available at all times. Samples of all embankment materials for testing, both before and after placement and compaction, will be taken as a minimum for each 1,000 cubic yards of material placed per layer or other appropriate frequencies as determined by the Engineer. Based on these tests, the Contractor shall make the necessary corrections and adjustments in methods, materials or moisture content in order to achieve the correct embankment density. Rolling operations shall be continued until the embankment is compacted to not less than 95 percent of maximum density for noncohesive soils and 90 percent of maximum density for cohesive soils, as determined by ASTM D698 for areas designated to serve aircraft with gross weights of 60,000 pounds or less or ASTM D1557 for areas designated to serve aircraft with gross weights greater than 60,000 pounds. Under all areas to be paved, the embankments shall be compacted as specified under Section 152-3.2(e). The in-place field density shall be determined in accordance with ASTM D1556 or ASTM D2167. Compaction areas shall be kept separate and no layer shall be covered by another until the proper density is obtained. During construction of the embankment, the Contractor shall route his equipment at all times, both when loaded and when empty, over the layers as they are placed and shall distribute the travel evenly over the entire width of the embankment. The equipment shall be operated in such a manner that hardpan, cemented gravel, clay or other chunky soil material will be broken up into small particles and become incorporated with the other material in the layer. In the construction of embankments, layer placement shall begin in the deepest portion of the fill. As placement progresses, layers shall be constructed approximately parallel to the finished pavement grade line. When rock and other embankment material are excavated at approximately the same time, the rock shall be incorporated into the outer portion of the embankment and the other material shall be incorporated under the future paved areas. Stones or fragmentary rock larger than 4 inches in their greatest dimensions will not be allowed in the top 6 inches of the subgrade. Rockfill shall be brought up in layers as specified or as directed and every effort shall be exerted to fill the voids with the finer material forming a dense, compact mass. Rock or SPECIAL PROVISIONS ITEM P-152 - EXCAVATION AND EMBANKMENT 152-3. CONSTRUCTION METHODS. (Continued) 152-3.6 Formation of Embankments: (Continued) boulders shall not be disposed of outside the excavation or embankment areas, except at places and in the manner designated by the Engineer. When the excavated material consists predominantly of rock fragments of such size that the material cannot be placed in layers of the prescribed thickness without crushing, pulverizing or further breaking down the pieces, such material may be placed in the embankment as directed in layers not exceeding 2 feet in thickness. Each layer shall be leveled and smoothed with suitable leveling equipment and by distribution of spalls and finer fragments of rock. These type lifts shall not be constructed above an elevation 4 feet below the finished subgrade. Density requirements will not apply to portions of embankments constructed of materials which cannot be tested in accordance with specified methods. Frozen material shall not be placed in the embankment nor shall embankment be placed upon frozen material. There will be no separate measurement or payment for compacted embankment and all costs incidental to placing in layers, compacting, disking, watering, mixing, sloping and other necessary operations for construction of embankments will be included in -the contract price for excavation, borrow or other items. 152-3.7 Finishing and Protection of Subgrade: After the subgrade has been substantially completed, the full width shall be conditioned by removing any soft or other unstable material which will not compact properly. The resulting areas and all other low areas, holes or depressions shall be brought to grade with suitable select material. Scarifying, blading, rolling and other methods shall be performed to provide a thoroughly compacted subgrade shaped to the lines and grades shown on the Plans. Grading of the subgrade shall be performed so that it will drain readily. The Contractor shall take all precautions necessary to protect the subgrade from damage. He/she shall limit hauling over the finished subgrade to that which is essential for construction purposes. All ruts or rough places that develop in a completed subgrade shall be smoothed and recompacted. No subbase, base or surface course shall be placed on the subgrade until the subgrade has been approved by the Engineer. 152-3.8 Haul: All hauling will be considered a necessary and incidental part of the work. Its cost shall be considered by the Contractor and included in the Contract unit price for the pay of items of work involved. No payment will be made separately or directly for hauling on any part of the work. SPECIAL PROVISIONS ITEM P-152 - EXCAVATION AND EMBANKMENT 152-3. CONSTRUCTION METHODS. (Continued) 152-3.9 Tolerances: In those areas upon which a subbase or base course is to De placed, the top of the subgrade shall be of such smoothness that, when tested with a 16 -foot straightedge applied parallel and at right angles to the centerline, it shall not show any deviation in excess of 1/2 -inch or shall not be more than 0.05 -foot from true grade as established by grade hubs or pins. Any deviation in excess of these amounts shall be corrected by loosening, adding or removing materials; reshaping; and recompacting by sprinkling and rolling. On runway safety areas, intermediate and other designated areas, the surface shall be of such smoothness that it will not vary more than 0.10 -foot from true grade as established by grade hubs. Any deviation in excess of this amount shall be corrected by loosening, adding or removing materials and reshaping. 152-3.10 Topsoil: When topsoil is specified or required as shown on the Plans or under Item T- 905, it shall be salvaged from stripping or other grading operations. The topsoil shall meet the requirements of Item T- 905. If, at the time of excavation or stripping, the topsoil cannot be placed in its proper and final section of finished construction, the material shall be stockpiled at approved locations. Stockpiles shall not be placed within runway or taxiway safety area limits and shall not be placed on areas which subsequently will require any excavation or embankment. If, in the judgement of the Engineer, it is practical to place the salvaged topsoil at the time of excavation or stripping, the material shall be placed in its final position without stockpiling or further rehandling. Upon completion of grading operations, stockpiled topsoil shall be handled and placed as directed or as required in Item T- 905. Payment will be made for topsoil under Item P- 152. The quantity removed and placed directly or stockpiled and later placed shall be paid for at the Contract unit price per cubic yard under Common Excavation. Excess topsoil from the stockpile not utilized in the finished work shall be placed in locations on the site or disposed of as approved by the Engineer and shall be paid for at the Contract unit price for common excavation. 152-3.11 Removal of Water: Removal of water, if encountered, shall be in accordance with the Removal of Water Section of the General Provisions. Perform- ance of the work described in this section is not payable directly, but shall be considered as a subsidiary obligation of the Contractor and included in the Contract price for the pay items of work involved. 152-4. METHOD OF MEASUREMENT. 152-4.1: Measurement will be made on a lump sum basis for all excavations as shown on the plans, including the off-site disposal of all spoil materials and placement of topsoil. SPECIAL PROVISIONS ITEM P-152 - EXCAVATION AND EMBANKMENT 152-4. METHOD OF MEASUREMENT. (Continued) 152-4.2: The quantity of pavement excavation to be paid for shall be the number of square yards of bituminous concrete and/or portland cement concrete, including stabilized base or subbase material, measured in its original position. Unstabilized bases and subbases shall be included under common excavation. 152-5. BASIS OF PAYMENT. 152-5.1: For excavation, payment shall be made at the Contract lump sum price. No payment will be made for rehandling of stockpiled materials. This price shall be full compensation for furnishing all materials, labor, equipment, tools and incidentals necessary to complete the item. 152-5.2: For pavement excavation, payment shall be made at the Contract unit price per square yard. This price shall be full compensation for furnishing all materials, labor, equipment, tools and incidentals necessary to complete the item. Payment will be made under: Item P-152-5.1 - Common Excavation - Lump Sum Item P-152-5.1 - Removal of Earth from Runway Surface - Lump Sum Item P-152-5.2 - Pavement Excavation - per square yard TESTING REQUIREMENTS ASTM D698 Tests for Moisture -Density Relations of Soils and Soil -Aggregate Mixtures, Using 5.5 -pound Rammer and 12 - inch Drop ASTM D1556 Test for Density of Soil In -Place by the Sand Cone Method ASTM D1557 Tests for Moisture -Density Relations of Soils and Soil -Aggregate Mixtures, Using a 10 -pound Rammer and 18 - inch Drop ASTM D2167 Test for Density of Soil In -Place by the Rubber Balloon Method SPECIAL PROVISIONS ITEM P-612 - FIEtD OFFICE 612-1. DESCRIPTION. 612-1.1: This item shall consist of providing, furnishing and maintaining an Engineer's Field Office for the exclusive use of and occupancy by the Consultant field engineers. 612-2. FIELD OFFICE. 612-2.1: The field office shall meet the requirements of the New York State Department of Transportation Standard Specifi- cations, dated January 2, 1985, plus all revisions and addenda pertaining thereto, Section 637 and shall be a Type "A" Engi- neer's Office. 612-2.2 Furnishing Existing Facilities and Buildings: The Contractor may furnish equivalent facilities in existing build- ings provided such facilities and buildings are located to provide convenient service and provided that the building loca- tion and facilities are approved by the Engineer in writing. 612-3. METHOD -OF MEASUREMENT. 612-3.1: Payment will be made at the lump sum price bid for the field office. 612-4. BASIS OF PAYMENT. 612-4.1: The lump sum price bid shall include the cost of all labor, material, equipment, utility charges and all incidentals necessary to complete this item. Partial payments may be made at the discretion of the Engineer as the work progresses. Payment will be made under: Item P-612-4.1 - Field Office - Lump Sum SPECIAL PROVISIONS ITEM P-620 - RUNWAY AND TAXIWAY PAINTING 620-1. DESCRIPTION. 620-1.1: This item shall consist of the painting of numbers, markings, and stripes, and black paint over existing markings as required on the surface of runways and taxiways applied in accordance with these specifications and at the locations shown on the Contract Drawings, or as directed by the Engineer. 620-2. MATERIALS. 620-2.1 Paint: White and yellow paint shall meet the requirements of Federal Specification TT -P-85. Black paint shall meet the requirements of Federal Specification TT -P- 110. Paint will be used without reflective media, unless otherwise shown or specified. 620-2.2 Reflective Media: Glass spheres, if required, shall meet the requirements of Federal Specification TT- B- 1325, Type III, gradation A. 620-3. Submittals and Certifications 620-3.1: Submittals of "Shop and Setting Drawings", "Working Drawings", "Catalogue Data" and "Certifications" for review shall be submitted in accor- dance with appropriate sections of the General Provisions. Submittals. and Certifications required are as follows: Catalog Data and Certification showing that the material meets the requirements specified. 620-4. CONSTRUCTION METHODS. 620-4.1 Weather Limitations: The painting shall be performed only upon a dry surface, when the atmospheric temperature is above 45 degrees F (7 degrees C), and when the weather is not foggy or windy. The suitability of the weather will be determined by the Engineer. 620-4.2 Equipment: All equipment for the work shall be approved by the Engineer and shall include the apparatus necessary to properly clean the existing surface, a mechanical marking machine, and such auxiliary hand painting equipment as may be necessary to satisfactorily complete the job. The mechanical marker shall be an atomizing spray -type marking machine suitable for application of traffic paint. It shall produce an even and uniform film thickness at the required coverage and shall be designed so as to apply markings of uniform cross sections and clear-cut edges without running or spattering. SPECIAL PROVISIONS ITEM P-620 - RUNWAY AND TAXIWAY PAINTING 620-4. CONSTRUCTION METHODS. (Continued) 620-4.3 Preparation of Surface: Immediately before application of the paint, the surface shall be dry and free from dirt, grease, oil, laitance, or other foreign material which would reduce the bond between the paint and the pavement. The area to be painted shall be cleaned by sweeping and blowing or by other methods as required to remove all dirt, laitance, and loose materials. Existing markings to be abandoned shall be covered with black paint. Paint shall not be applied to portland cement concrete pavement until the concrete in the areas to be painted is clean of curing material. Sand blasting or high pressure water shall be used to remove curing material from concrete surfaces. 620-4.4 Layout of Markings: On those sections of pavement where no previously applied markings are available to serve as a guide, the proposed markings shall be laid out in advance of the paint application. 620-4.5 Application: Markings shall be applied at the locations and to the dimensions and spacing shown on the plans. Paint shall not be applied until the layout.and condition of the surface have been approved by the Engineer. The paint shall be mixed in accordance with the manufacturer's instructions and applied to the pavement with a marking machine at the following rates: Federal Specification No TT -P-85 TT -P-1952 TT -P-110 The addition of thinners will not be permitted. Application Rate 100-110 s.f. per gallon 100-110 s.f. per gallon 100-110 s.f. per gallon The following periods shall elapse between placement of a bituminous surface course or seal coat and application rate unless otherwise approved by the Engineer. Federal Specification No TT -P-85 TT -P-1952 TT -P-110 Time Period 30 days 24 hours 30 days SPECIAL PROVISIONS ITEM P-620 - RUNWAY AND TAXIWAY PAINTING 620-4. CONSTRUCTION METHODS. (Continued) 620-4.5 Application: (Continued) The edges of the markings shall not vary from a straight line more than 1/2 -inch in 50 feet and the dimensions shall be within a tolerance of plus or minus five percent (5%). Glass spheres, if required, shall be distributed to the surface of the marked areas immediately after application of the paint. A dispenser shall be furnished which is properly designed for attachment to the marking machine and suitable for dispensing glass spheres. The spheres shall be applied at the rate of ten (10) pounds per gallon of paint. The Contractor shall furnish certified test reports for the materials shipped to the project. The reports shall not be interpreted as a basis for final acceptance. The Contractor shall notify the Engineer upon arrival of a shipment of paint to the job site. All emptied containers shall be returned to the paint storage area for checking by the Engineer. The containers shall not be removed from the airport or destroyed until authorized by the Engineer. 620-4.6 Protection: After application of the paint, all markings shall be protected from damage until the paint is dry. All surfaces shall be protected. from disfiguration by spatter, splashes, spillage, or drippings of paint. 620-5. METHOD OF MEASUREMENT. 620-5.1: The quantity of runway painting to be paid for shall be the number of square feet of paint complete in place', all performed in accordance with the specifications and accepted by the Engineer. 620-6. BASIS OF PAYMENT. 620-6.1: Payment shall be made at the Contract unit price per square foot for runway painting. This price shall be full compensation for furnishing all materials and for all labor, equipment, tools, and incidentals necessary to complete the item. Payment will be made under: Item P-620-6.1 - Runway & Taxiway Painting - per Square Foot SPECIAL PROVISIONS ITEM P-620 - RUNWAY AND TAXIWAY PAINTING TESTING AND MATERIAL REQUIREMENTS TEST AND SHORT TITLE MATERIAL AND SHORT TITLE None 1/ Federal Specification 1/ TT -P-85 - Paint, Traffic: Reflectorized for Airfield Runway Marking (Drop -On Type) 1/ TT -P-1952 - Paint Traffic and Airfield Marking, Acrylic Emulsion 1/ TT -P-110 - Paint, Traffic: Black (Non- Reflectorized) 1/ TT -B-1325 - Beads (Glass Spheres), Retro - Reflective SPECIAL PROVISIONS ITEM P-640 - DEMOLITION 640-1. DESCRIPTION. 640-1.1: This item shall consist of the demolition of structural, mechanical, electrical, and plumbing elements and appurtenances, as shown on the Contract Drawings. All demolition material are to be disposed of off-site. 640-2. MATERIALS. Not used. 640-3. SUBMITTALS AND CERTIFICATIONS 640-3.1: The following item shall be submitted in accordance with the appropriate sections of the General Provisions: A. Demolition and Removal procedures and schedule. 640-4. CONSTRUCTION METHODS. 640-4.1 Existing Conditions: A. Structural and other conditions will be verified with the Engineer before proceeding with demolition work." Inspect structures prior to start of work and notify the Engineer, in writing, of any hazardous conditions. B. Protect and safeguard from damage all existing structural systems, equipment and finishes that will remain. Contractor shall be responsible for any damage to structures, appurtenances or the landscape not scheduled for demolition work. 640-4.2 Preparation: A. ' Conduct demolition to minimize interference with adjacent structures. B. Provide, erect and maintain temporary barriers and security devices. C. Prevent movement or settlement of adjacent structures. Provide bracing and shoring. D. Protect existing landscaping materials appurtenances, and structures which are not to be demolished. E. Disconnect, remove and secure all utility lines within demolition areas. F. Mark location of disconnected utilities. Identify utilities and indicate disconnection locations on Project Record Documents. SPECIAL PROVISIONS ITEM P-640 - DEMOLITION 640-4.3 Procedure and Timing: A. Procedure The work shall be executed in an orderly and careful manner with due consideration for operation of the Airport. 640-4.4 Execution: A. Demolish indicated structures and appurtenances in an orderly and careful manner. B. Cease operations and notify Engineer immediately if adjacent structures appear to be endangered. Do not resume operations until corrective measures have been taken. C. Except where noted otherwise, immediately remove demolished material from site. D. Remove and promptly dispose of contaminated, vermin infested, or dangerous materials encountered. E. The building indicated on the plans shall be completely demolished. The concrete slab or grade shall remain upon completion of the demolition. F. Keep work sprinkled with water to minimize dust. Provide hoses and watermain or hydrant connections for this purpose. G. Backfill areas excavated, open pits and holes caused as a result of demolition. Use suitable approved materials as fill. H. Rough grade and compact areas affected by demolition to maintain site grades and contours. I. Remove demolished materials from site as work progresses. Leave site in clean condition. J. Do not use explosives without written approval of the Engineer. K. Restore all areas disturbed as a result of the demolition to a condition equal to, or better than original condition. 640-5. METHOD OF MEASUREMENT 640-5.1: Measurement will be made on a lump sum basis for the complete building demolition including the off-site disposal of all waste materials and restoration of surfaces disturbed. SPECIAL PROVISIONS ITEM P-640 - DEMOLITION 640-6. BASIS OF PAYMENT. 640-6.1: Payment will be made on a lump sum basis for the complete demolition of the building. This price shall be full co,apensation for furnishing all labor, equipment, tools, and incidentals necessary to complete the item. Payment will be under: Item P-640-6.1 - Building Demolition - Lump Sum SPECIAL PROVISIONS ITEM T-901 - SEEDING 901-1. DESCRIPTION. 901-1.1: 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. 901-2. MATERIALS. 901-2.1 Seed: The kinds 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. Seed shall be furnished separately or in mixtures in standard containers 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 Engineer 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 of 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 the case of a mixture, the proportions of each kind of seed. Areas to be seeded shall be tilled to a depth of 5 inches. Grass seed shall be fresh, recleaned seed of the latest crop. The seed mixture specified below is based on percentage of pure seed (purety exgermination). The exact quantity of bulk seed used will depend on the grade of seed available. The tolerance for P.L.S. shall be those called official and tabulated on pages 22 and 23, United States Department of Agriculture Services and Regulatory Announcement No. 156. Seed: Fresh, clean, new crop delivered unopened, bearing guaranteed analysis. Percent Percent Percent By Weight Variety Purity Germination 55 Kentucky Blue Grass 85 80 30 Red Fescue 95 90 15 Perennial Rye Grass 95 85 SPECIAL PROVISIONS ITEM T-901 - SEEDING 901-2. MATERIALS. (Continued) 901-2.2 Fertilizer: Complete, partially organic, containing by weight: Nitrogen 10% Phosphorous 6% Potash 4% 901-3. SUBMITTALS AND CERTIFICATIONS. 901-3.1: Submittals of "Shop and Setting Drawings", "Working Drawings", "Catalogue Data" and "Certifications" for review shall be submitted in accordance with appropriate sections of the General Provisions. Submittal and Certifications required are as follows: Catalogue data and certification percent by weight, percent purity requirements specified. showing that the seed mixture and percent germination meet the Catalogue data and cerification showing that the guaranteed analysis of fertilizer meets the requirements specified. 901-4. CONSTRUCTION METHODS. 901-4.1 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 inch in any diameter, sticks, stumps and other debris which 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. This may 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 as a result of grading operations and, if immediately prior to seeding, the top 3 inches of soil is loose, friable, reasonably free from large clods, rocks, large roots or other undesirable matter and if shaped to the required grade. However, 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. Clods shall be broken and the top 3 inches of soil shall be worked into a satisfactory seedbed by discing or by use of cultipackers, rollers, drags, harrows or other appropriate means. SPECIAL PROVISIONS ITEM T-901 - SEEDING 901-4. CONSTRUCTION METHODS. (Continued) 901-4.2 Planting Season: April 1 to May 15; August 15 to September 15 unless otherwise approved by the Engineer. The Contractor shall seed all areas damaged by his operations. 901-4.3 Fertilizing: Fertilizer shall be applied at the rate of 20 pounds commercial 10- 6- 4 per 1,000 square feet, worked lightly into top 3 inches of topsoil. 901-4.4 Seeding Mixture: The seed mixture shall be spread at the rate of 6 pounds per 1,000 square feet, utilizing one of the following methods: 901-4.4.1 Dry Application Method: A. Fertilizing: Following advance preparations and cleanup, and liming if required, fertilizer shall be uniformly spread at the rate which will provide not less than the minimum quantity specified. B. Seeding: Grass seed shall be sown at the rate specified immediately after fertilizing and the fertilizer and seed shall be raked within the depth range stated herein. 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 Specifications, a cover crop shall be sown by the same methods required for grass and legume seeding. C. 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 of width for clay soil (or any soil having a tendency to pack) and weighing 150 to 200 pounds per foot of width for sandy or light soils. 901-4.4.2 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. 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 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. SPECIAL PROVISIONS ITEM T-901-- SEEDING 901-4. CONSTRUCTION METHODS. (Continued) 901-4.4 Seeding Mixture: (Continued) 901-4.4.2 Wet Application Method: (Continued) The unit shall also be equipped with a pressure pump capable of delivering 100 gallons per minute at a pressure of 100 pounds per square inch. The pump shall be mounted in a line which will recirculate the mixture through the tank whenever it is not being sprayed from the nozzle. All pump passages and pipelines shall be capable of providing clearance for 5/8 -inch 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 feet to 100 feet. One shall be a close -range ribbon nozzle, one a medium -range ribbon nozzle and one a long-range jet nozzle. For ease of removal and clean- ing, 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 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 of lime shall be added to and mixed with each 100 gallons of water. Seed and fertilizer shall be mixed together in the relative proportions specified, but not more than a total of 220 pounds of these combined solids shall be added to and mixed with each 100 gallons of water. SPECIAL PROVISIONS ITEM T-901 - SEEDING 901-4. CONSTRUCTION METHODS. (Continued) 901-4.4 Seeding Mixture: (Continued) 901-4.4.2 Wet Application Method: (Continued) 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. Brackish water shall not be used at any time. The Contractor shall identify to the Engineer all sources of water at least 2 weeks prior to use. The Engineer may take samples of the water at the source or from 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 which is disapproved by the Engineer 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 2 hours from the time they are mixed or they shall be wasted and disposed of at locations acceptable to the Engineer. 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, 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 which 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 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 SPECIAL PROVISIONS ITEM T-901 - SEEDING 901-4. CONSTRUCTION METHODS. (Continued) 901-4.4 Seeding Mixture: (Continued) 901-4.4.2 Wet Application Method: (Continued) test sheets of paper or pans over the area at intervals and observing the quantity of material deposited thereon. On surfaces which are to be mulched as indicated by the Plans or designated by the Engineer, 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. 901-4.5 Maintenance of Seeded Areas: The Contractor shall protect seeded areas against traffic or other use by warning signs or barricades, as approved by the Engineer. 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 Engineer. If at the time when the Contract has been otherwise completed it is not possible to make an adequate determination of the color, density and uniformity of such stand of grass, payment for the unaccepted portions of the areas seeded out of season will be withheld until such time as these requirements have been met. 901-5. METHOD OF MEASUREMENT. 901-5.1: The quantity of seeding to be paid for shall be the number of square yards measured on the ground surface, completed and accepted. 901-6. BASIS OF PAYMENT. 901-6.1: The quantity, determined as provided above, will be paid for at the Contract unit price per square yard, or fraction thereof, for the pay item listed below, which price and payment shall be full compensation for furnishing and placing all material and for all labor, equipment, tools and incidentals necessary to complete the work prescribed in this item. Payment will be made under: Item 901-6.1 -Seeding - per square yard SPECIAL PROVISIONS ITEM T-901 - SEEDING TESTING AND MATERIAL REQUIREMENTS Test and Short Title Material and Short Title None 1/JJJ-S- 181 -- Seed !/Federal Specification SPECIAL PROVISIONS ITEM T-905 - TOPSOILING 905-1. DESCRIPTION. 905-1.1: This item shall consist of preparing the ground surface for topsoil application, removing topsoil fr..m 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 Engineer. 905-2. 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 or more in diameter), clay lumps or similar objects. Brush and other vegetation which will not be incorporated with the soil during handling operations shall be cut and removed. Ordinary sods 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. 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 wet - combustion method (chromic acid reduction): There shall be not less than 20% nor more than 80% of the material passing the 200 mesh sieve as determined by the wash test in accordance with AASHTO T 11. 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 Engineer 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 905- 2.1. 905-3. SUBMITTALS AND CERTIFICATIONS 905-3.1: Submittals of "Shop and Setting Drawings", "Working Drawings", Catalogue Data" and "Certifications" for review shall be submitted in accordance with appropriate sections of the General Provisions. Submittals and Certifications required are as follows: Certificate and test results showing that topsoil meets the requirements specified SPECIAL PROVISIONS ITEM T-905 - TOPSOILING 905-4. CONSTRUCTION METHODS. 905-4.1 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 handling and placing of all required materials shall be on hand, in good condition and approved by the Engineer before the various operations are started. 905-4.2 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 Engineer, to a minimum depth of 2 inches to facilitate bonding of the topsoil to the covered subgrade soil. The surface of the area to be topsoiled shall be cleared of all stones larger than 2 inches 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 th shown on the grades have surface left condition to pockets wher ee area to be topsoiled, which have been established by others as Plans, shall be maintained in a true and even condition. Where not been established, the areas shall be smooth -graded and the at the prescribed grades in prevent, insofar as practical, water will stand. an even and properly compacted the formation of low places or 905-4.3 Obtaining Topsoil: Prior to the stripping of topsoil from designated areas, any vegetation briers, 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 Engineer. 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 Engineer. The topsoil shall be spread on areas already tilled and smooth -graded or stockpiled in areas approved by the Engineer. Any topsoil that has been stockpiled on the site by others and is required for topsoiling purposes SPECIAL PROVISIONS ITEM T-905 - TOPSOILING 905-4. CONSTRUCTION METHODS. (Continued) 905-4.3 Obtaining Topsoil: (Continued) shall be removed 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. Payment will be made under Item P-152, Common Excavation, for stripping, stockpiling, rehandling and placing of all topsoil obtained on-site and used in the finished work. Excessive topsoil not used in the finished work which has been stripped and stockpiled will be paid for under Item P- 152 Excavation and Embankment - Common Excavation. All topsoil not used in the finished work shall be placed in locations on the site as designated by the Engineer. When suitable topsoil is secured off the airport site, locate and obtain the supply, subject to the approval the Contractor shall of the Engineer. The Contractor shall notify the Engineer sufficiently in advance order that necessary measurements and tests can be made. The remove the topsoil from approved areas and to the depth as topsoil shall be hauled to the site of the work and placed spread as required. Any topsoil hauled to the site of the wo. shall be rehandled and placed without additional compensation. of operations in Contractor shall directed. The for spreading or rk and stockpiled 905-4.4 Placing Topsoil: The topsoil shall be evenly spread on the prepared areas to a uniform depth as shown on the Contract Drawings after compaction. 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 (1 inch 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 Engineer. 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. SPECIAL PROVISIONS ITEM T-905 - TOPSOILING 905-5._ METHOD OF MEASUREMENT. 905-5.1: No measurement will be made for direct payment of topsoiling, as the cost of furnishing and placing topsoil shall be considered as a subsidiary obligation in the completion of Item P-152, Excavation and Embankment. 905-6. BASIS OF PAYMENT. 905-6.1: 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 Common Excavation. TESTING AND MATERIAL REQUIREMENTS Test and Short Title Material and Short Title AASHTO T 11 -- Gradation None SPECIAL PROVISIONS ITEM T-908 - MULCHING 908-1. 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 Engineer. 908-2. MATERIALS. 908-2.1 Mulch Material: Acceptable mulch shall be the materials listed below or any approved locally available material that is similar to those specified. Low grade, musty, spoiled, partially rotted hay, straw or other materials unfit for animal consumption will be acceptable. Mulch materials, which contain matured seed of species which would volunteer and be detrimental to the proposed overseeding or to surrounding farmland, will not be acceptable. Straw or other mulch material which is fresh and/or excessively brittle or which is in such an advanced stage of decomposition as to smother or retard the planted grass, will not be acceptable. A. Hay: Hay shall be native hay, Sudan grass hay, broomsedge hay, legume hay or similar hay or grass clippings. B. Straw: Straw shall be the threshed plant residue of oats, wheat, barley, rye or rice from which grain has been removed. C. Stalks: Stalks shall be the whole or shredded stems of corn, cane, kafir, sorghum, broomcorn, hemp, flax, sunflowers, castor beans, potato vines, tobacco or other coarse stemmy material. D. Manure: Manure shall be fresh or partially decomposed strawy stable manure containing not over 25% of solid material by volume. E. Forest Litter: Forest litter shall be the surface layer of leaves, twigs, needles and small branches from local woods. Forest litter shall be removed in such a way as to avoid injury to the trees. F. Hay Mulch Containinq Seed: Hay mulch shall be mature hay containing viable seed of native grasses or other desirable species stated in the Special Provisions or as approved by the Engineer. The hay shall be cut and handled so as to preserve the maximum quantity of viable seed. Hay mulch which cannot be hauled and spread immediately after cutting shall be placed in weather- resistant stacks or baled and stored in a dry location until used. SPECIAL PROVISIONS ITEM T-908 - MULCHING 908-2. MATERIALS. (Continued) 908-2.1 Mulch Material: (Continued) G. Manufactured Mulch: Cellulose -fiber or wood -pulp mulch shall be products commercially available for use in spray applications. H. Asphalt Binder: Asphalt binder material shall conform to the requirements of AASHTO M 140, Type SS- 1 or RS- 1, as appropriate. 908-2.2 Inspection: Within five (5) days after acceptance of the bid, the Engineer 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. These samples may be used as standards with the approval of the Engineer and any materials brought on the site which do not meet these standards shall be rejected. 908-3. SUBMITTALS AND CERTIFICATIONS. 908-3.1: Submittals of "Shop and Setting Drawings", "Working Drawings", "Catalog Data" and "Certifications" for review shall be submitted in accordance with appropriate sections of the General Provisions. Submittal and - Certifications required are as follows: Material and source identification for mulch. Representative sample of mulch. 908-4. CONSTRUCTION METHODS. 908-4.1 Mu1chi n4: 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 may be by hand methods, blower or other mechanical methods, provided a uniform covering is obtained. Mulch material shall be furnished, hauled and evenly applied on the area shown on the Plans or designated by the Engineer. Straw or hay shall be spread over the surface to a uniform thickness at the rate of 2 to 3 tons per acre to provide a loose depth of not less than 1-1/2 inches nor more than 3 inches. Other organic material shall be spread at the rate directed by the Engineer. Mulch may be blown on the slopes and the use of cutters in the equipment for this purpose will be permitted to the extent that at least 95% of the mulch in place on the slope shall be 6 inches or more in length. When mulches applied by the blowing method are cut, the loose depth in place shall be not less than 1 inch nor more than 2 inches. SPECIAL PROVISIONS ITEM T-908 - MULCHING 908-4. CONSTRUCTION METHODS. (Continued) 908-4.2 Securin4 Mulch: The mulch shall be held in place by light discing, a very thin covering of topsoil, small brush, pins, stakes, wire mesh, asphalt binder or other adhesive material approved by the Engineer. Where mulches have been secured by either of the asphalt binder methods, it will not be permissible to walk on the slopes after the binder has been applied. The Contractor is warned that in the application of asphalt binder material he must take every precaution to guard against damaging or disfiguring structures or property on or adjacent to the areas worked and that he will be held responsible for any such damage resulting from his operations. If the "Peg and String" method is used, the mulch shall be secured by the use of stakes or wire pins driven into the ground on 5- foot centers or less. Binder twine shall be strung between adjacent stakes in straight lines and crisscrossed diagonally over the mulch, after which the stakes shall be firmly driven nearly flush to the ground to draw the twine down tight onto the mulch. 908-4.3 Care and Repair: A. The Contractor shall care for the mulched areas until final acceptance of the Project. Such care shall consist of providing protection against traffic or other use by placing warning signs as approved by the Engineer 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 mulching that is defective or becomes damaged until the project is finally accepted. When, in the judgment of the Engineer, 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. However, once the Contractor has completed the mulching of any area in accordance with the provisions of the Specifications and to the satisfaction of the Engineer, no additional work at his expense will be required, but subsequent repairs and replacements deemed necessary by the Engineer shall be made by the Contractor and will be paid for as additional or extra work. SPECIAL PROVISIONS ITEM T-908 - MULCHING 908-4. CONSTRUCTION METHODS. (Continued) 908-4.3 Care and Repair: (Continued) C. If the "Asphalt Spray" method is used, all mulched surfaces shall be sprayed with asphalt binder material so that the surface has a uniform appearance. The binder shall be uniformly applied to the mulch at the rate of approximately 8.0 gallons per 1,000 square feet or as directed by the Engineer, with a minimum of 6.0 gallons and a maximum of 10 gallons per 1,000 square feet depending on the type of mulch and the effectiveness of the binder securing it. Bituminous binder material may be sprayed on the mulched slope areas from either the top or the bottom of the slope. An approved spray nozzle shall be used. The nozzle shall be operated at a distance of not less than 4 feet from the surface of the mulch and uniform distribution of the bituminous material shall be required. A pump or an air compressor of adequate capacity shall be used to insure uniform distribution of the bituminous material. D. If the "Asphalt Mix" method is used, the mulch shall be applied by blowing and the asphalt binder material shall be sprayed into the mulch as it leaves the blower. The binder shall be uniformly applied to the mulch at the rate of approximately 8.0 gallons per 1,000 square feet or as directed by the Engineer, with a minimum of 6.0 gallons and a maximum of 10 gallons per 1,000 square feet depending on the type of mulch and the effectiveness of the binder securing it. 908-5. METHOD OF MEASUREMENT. 908-5.1: Mulching shall be measured in square yards on the basis of the actual surface area acceptably mulched. 908-6. BASIS OF PAYMENT. 908-6.1: Payment will be made at the Contract unit price per square yard for mulching. This price shall be full compensation for furnishing all materials and for placing and anchoring the materials and for all labor, equipment, tools and incidentals necessary to complete the item. Payment will be made under: Item T-908-6.1 - Mulching - per Square Yard TESTING AND MATERIAL REQUIREMENTS Test and Short Title Material and Short Title None AASHTO M 140 -- Asphalt SPECIAL PROVISIONS ITEM L-108 - INSTALLATION OF UNDERGROUND CABLE FOR AIRPORTS 108-1. DESCRIPTION. 108-1.1: This item shall consist of underground cable furnished and installed in accordance with this specification at the locations and in accordance with the design, dimensions and details shown on the Plans. This item shall include the excavation and backfill of the trench and the installation of cable and counterpoise wire in trench, duct or conduit. It shall include splicing, cable marking and testing of the installation and all incidentals necessary to place the cable in operating condition as a completed unit to the satisfaction of the Engineer. This item shall not include the installation of the duct or conduit. 108-2. EQUIPMENT AND MATERIALS. 108-2.1 General: (a) Airport lighting equipment and materials covered by Federal Aviation Administration specifications shall have the prior approval of the Federal Aviation Administration, Office of Airports Programs Washington, D.C. 20591 and shall be listed in Advisory Circular 150/5345-1 Approved Airport Lighting Equipment, latest edition. _(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 Engineer. 108-2.2 Cable: Underground cable shall conform to the requirements of specification for L-824, Underground Electrical Cable for Airport Lighting Circuits. The following types are covered in Specification L-824. (a) Type A - Single and multiple conductor cable with 600 -volt rubber insulation with overall jacket. (b) Type B - Single and multiple conductor cable with 5,000 -volt "Ozone Resistant" insulation with an overall jacket. (c) Type C - Single or multiple conductor cable with 600 -volt or 5,000 -volt, cross-linked polyethylene insulation. Multiple conductor cables will have a jacket applied overall. SPECIAL PROVISIONS ITEM L-108 - INSTAHATION OF UNDERGROUND CABLE FOR AIRPORTS 108-2. EQUIPMENT AND MATERIALS. (Continued) 108-2.2 Cable: (Continued) All cable for airport lighting service shall be standard viz: 600 -volt, 7 - strand; 5,000 -volt, 19 or 7 strand. These limits on conductor sizes shall not apply to leads furnished by manufacturers on transformers and fixtures. If control cable is specified, a THWN cable with multi -solid copper conductors, 300 volt, double jacket, copper shielded, direct burial cable manufactured by Spear, Continental or Anaconda shall be used. Where counterpoise conductors are to be installed where soil conditions would adversely affect bare copper wire, thermoplastic wire conforming to Federal Specification J -C-30, Type TW, 600 -volt, shall be used. Cable type, size, number of conductors, strand and service voltage shall be specified in the plans and/or proposal. 108-2.3 Bare Copper Wire (Counterpoise): Bare copper wire for counterpoise installations shall be stranded wire conforming to ASTM Specifications B3 and B8. 108-2.4 Cable Connections: In-line connections of underground cables shall be as specified herein. (a) The Cast Splice. A cast splice, employing a plastic mold and using epoxy resin equal to that manufactured by Minnesota Mining and Manufacturing Company, "Scotchcast" Kit No. 82--A, or as manufactured by Hysol Corporation, "Hyseal Epoxy Splice" Kit No. E1135, for potting the splice is approved. This means of splicing is the only type approved for telephone control cable. (b) The Vulcanized Splice. A vulcanized splice employing Joy Manufacturing Company's Vulcanizing Kit No. X-1604-8 or equal is approved for field vulcanized splices. The proper molds for various cable sizes shall be used. (c) For connection to airfield lighting equipment with factory supplied plug- in connectors, in-line connectors shall be one of the following types: SPECIAL PROVISIONS ITEM L-108 - INSTALLATION OF UNDERGROUND CABLE FOR AIRPORTS 108-2. EQUIPMENT AND MATERIALS. (Continued) 108-2.4 Cable Connections: (Continued) (1) The Field -Attached Plug -In Splice. Figure 14 of specification for L-823, Plug and Receptacle, Cable Connectors, employing connector kits, is approved for field attachment to single conductor cable. (2) The Factory -Molded Plug -In Splice. Specification for L-823, Connectors, Factory -Molded to Individual Conductors, are approved. (d) Splices in manholes shall be one of the types specified above as directed by the Engineer. 108-2.5 Concrete: Concrete shall be in accordance with the New York State Department of Transportation Standard Specifications, dated January 2, 1985, plus all revisions and addenda pertaining thereto, Section 555-2. Unless otherwise shown on the Plans, the concrete shall be Class A, with a maximum permissible slump of 32 inches. Cement shall be Portland Cement Type I or Type II. 108-2.6 Bedding: Bedding shall be in accordance with the New York State Department of Transportation Standard Specifications Section 703-06 - Cushion Sand unless otherwise noted on the Contract Drawings. 108-3. SUBMITTALS AND CERTIFICATIONS. 108-3.1: Submittals of "Shop and Setting Drawings", "Working Drawings", "Catalogue Data" and "Certifications" for review shall be submitted in accor- dance with appropriate sections of the General Provisions. Submittals and Certifications required are as follows: - Catalogue Data and Certification showing that Airport lighting cable meets the requirements specified - Catalogue Data and Certification showing that control cable meets the requirements specified - Catalogue Data and Certification showing that counterpoise wire meets the requirements specified - Catalogue Data and Certification showing that cable connections meets the requirements specified - NYSDOT approved Concrete Mix Design - Certification and gradation sieve analysis showing that bedding meets the requirements specified. SPECIAL PROVISIONS ITEM L-108 - INSTALLATION OF UNDERGROUND CABLE FOR AIRPORTS 108-4. CONSTRUCTION METHODS. 108-4.1 General: The Contractor shall install the specified cable at the approximate locations indicated in the airport lighting layout plans. The Engineer shall indicate specific locations. Cable connections between lights will be permitted only at the light locations for connecting the underground cable to the primary leads of the individual insulating 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 Engineer or shown in the plans. 108-4.2 Installation in Duct or Conduit: This item includes the installation of the cable in duct or conduit as described below. 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 in accordance with the latest National Electric Code or the code of the local agency having jurisdiction. The Contractor shall make no connections or joints of any kind in cables installed in conduits or ducts.. The duct or conduit shall be installed as a separate item in accordance with Item L-110, "Installation of Airport Underground Electrical Duct". The Contractor shall make sure that the duct is open, continuous and clear of debris before installing cable. The cable shall be installed in a manner to prevent harmful stretching of the conductor, injury to the insulation or damage to the outer protective covering. The ends of all cables shall be sealed with moisture -seal tape 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 duct under the same contract, all cable shall be pulled in the duct at the same time. The pulling of a cable through ducts or conduits may be accomplished by hand winch or power winch with the use of cable grips or pulling eyes. Pulling tensions should be governed by recommended standard practices for straight pulls or bends. A lubricant recommended for the type of cable being installed shall be used where pulling lubricant is required. Duct or conduit markers temporarily removed for excavations shall be replaced as required. 108-4.3 Trenching: Where turf is well established and the sod can be removed, it shall be carefully stripped and properly stored. Paved areas to be trenched shall be saw cut prior to removal of pavement. SPECIAL PROVISIONS ITEM L-108 - INSTALLATION OF UNDERGROUND CABLE FOR AIRPORTS 108-4. CONSTRUCTION METHODS. (Continued) 108-4.3 Trenching: (Continued) Trenches for cables may be excavated manually or with mechanical trenching equipment. Walls of trenches shall be essentially vertical so that a minimum of shoulder surface is disturbed. Road patrols or 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 below finished grade, except as follows: (a) When off the airport or crossing under a roadway or driveway, the minimum depth shall be 36 inches unless otherwise specified. (b) Minimum cable depth when crossing under a railroad track shall be 42 inches unless otherwise specified. The Contractor shall excavate all cable trenches to a width not less than 6 inches. The trench shall be widened where more than two cables are to be installed parallel in the same trench. Unless otherwise specified in the plans, all cables in the same location and running in the same general direction shall be installed in the same trench. When rock excavation is encountered, the rock shall be removed to a depth of at least 3 inches 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 sieve. The Contractor shall ascertain the type of soil or rock to be excavated before bidding. All excavation shall be unclassified. 108-4.4 Installation in Trenches: The Contractor shall not use a cable plow for installing the cable. Mechanical cable -laying equipment may be used in conjunction with a trenching machine if specified on project plans and specifi- cations and it should provide for physical inspection of cable prior to backfilling. Sharp bends or kinks in the cable shall not be permitted. Cables shall be unreeled 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. SPECIAL PROVISIONS ITEM L-108 - INSTALLATION OF UNDERGROUND CABLE FOR AIRPORTS 108-4. CONSTRUCTION METHODS. (Continued) 108-4.4 Installation in Trenches: (Continued) Where two or more cables are laid parallel in the same trench, they shall be placed laterally a minimum distance of 3 inches apart and the trench shall be widened sufficiently to accomplish this. Cables crossing over each other shall have a minimum of 3 -inch vertical displacement with the topmost cable depth at or below the minimum required depth below finished grade. Not less than one foot of cable slack shall be left on each side of all connections, insulating transformers, light units and at all other points where cable is connected to field equipment. The slack cable shall be placed in the trench in a series of S curves. Additional slack cable shall be left in runway light bases, handholes, manholes, etc., where it is required to bring the cable above ground level to make connections. The amount of slack cable shall be stipulated by the Engineer or as shown in the plans and specifications. 108-4.5 Backfilling: The first three layers shall be NSYDOT Item 703-06 Cushion Sand. The first layer shall be 3 inches.deep, loose measurement and shall not be compacted. The second layer shall be 4 inches deep and the third layer shall be 3 inches deep, loose measurement. The remainder of the backfill shall be excavated or imported material and shall not contain stone or aggregate larger than 4 inches maximum diameter. The fourth and subsequent layers of the backfill shall not exceed 8 inches in maximum depth, loose measurement. The second, and subsequent layers shall be thoroughly tamped and compacted to at least the density of the adjacent undisturbed soil, and to the satisfaction of the engineer. If necessary to obtain the desired compaction, the backfill material shall be moistened or aerated as required. Trenches shall not be excessively wet and shall not contain pools of water during backfill operations. The trench shall be completely backfilled and tamped level with the adjacent surface, except that when 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 in accordance with instructions issued by the Engineer. SPECIAL PROVISIONS ITEM L-108 - INSTALLATION OF UNDERGROUND CABLE FOR AIRPORTS 108-4. CONSTRUCTION METHODS. (Continued) 108-4.6 Restoration: Where sod has been removed, it shall be replaced as soon as possible oft*r the backfilling is completed. All areas disturbed by the trenching, storing of dirt, cable laying, pad construction and other work shall be restored to its original condition. The restoration shall include any necessary paving, topsoiling, fertilizing, liming, seeding, sodding, sprigging or mulching. All such work shall be performed in accordance with the turfing and paving specifications. The Contractor shall be held responsible for maintaining all disturbed surfaces and replacements until final acceptance. 108-4.7 Cable Markers: The location of runway light circuits shall be marked by a concrete slab marker, 2 feet square and 4 inches thick, extending approximately 1 inch above the surface. Each cable run from the line of runway lights to the equipment vault shall also be marked at approximately every 200 feet along the cable run, with an additional marker at each change of direction of cable run. All other cable buried directly in the earth shall be marked in the same manner. The Contractor shall not install slab markers where cable lies in straight lines between obstruction light poles which are spaced 300 feet apart or less. Cable markers shall be installed immediately above the cable. The Contractor shall impress the word "CABLE" and directional arrows on each cable marking slab. The letters shall be approximately 4 inches high and 3 inches wide, with width of stroke 1/2 inch and 1/4 inch deep. The location of each underground cable connection, except at lighting units or insulating transformers, shall be marked by a concrete marker slab placed above the connection. The Contractor shall impress the word "SPLICE" on each slab. He also shall impress additional circuit identification symbols on each slab if so desired by the Engineer. All circuits in electrical manholes are to be tagged with plastic or nylon tags. Circuit identification numbers should be permanently marked with indelible ink. All direct burial cable shall have identifier tape 3 to 4 inches below finished grade and above the cable; size and type to be shown on the Plans. 108-4.8 Splicing: Connections of the type as specified, shall be made by experienced personnel regularly engaged in this type of work and shall be made as follows: SPECIAL PROVISIONS ITEM L-108 - INSTALLATION OF UNDERGROUND CABLE FOR AIRPORTS 108-4. CONSTRUCTION METHODS. (Continued) 108-4.8 Splicing: (Continued) (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 in accordance with manufacturer's instructions and to the satisfaction of the Engineer. (b) Vulcanized Splices. These shall be made by using crimp connectors for joining conductors. The splice shall be made, using compounds furnished by the manufacturer, in accordance with his instructions and to the satisfaction of the Engineer. (c) Field -Attached Plug -In Splices. These shall be assembled in accordance with manufacturer's instructions. These splices shall be made by plugging directly into mating connectors. In all cases, the joint where the connectors come together shall be 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 on each side of the joint. Where plug-in splices are used in manholes, they shall be secured by nylon ties to cable supports. Securing shall be made 6 inches both sides of splice. (d) Factory -Molded Plug -In Splices. These shall be made by plugging directly into mating connectors. In all cases, the joint where the connectors come together shall be 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 on each side of the joint. 108-4.9 Bare Counterpoise Wire Installation and Grounding for Lightning Protection: If shown on the plans or specified herein, a stranded bare copper wire, No. 8 AWG minimum size, shall be installed for lightning protection of the underground cables. The bare counterpoise wire shall be installed in the same trench for the entire length of the insulated cables it is designed to protect and shall be placed at a vertical distance of approximately 4 inches from the insulated cable. The counterpoise wire shall be securely attached to each light fixture base or mounting stake. The counterpoise wire shall also be securely attached to copper or copper -clad ground rods installed not more than 1,000 feet apart around the entire circuit. The ground rods shall be of the length and diameter specified in the Plans, but in no case shall they be less than 8 feet long nor less than 5/8 inch in diameter. SPECIAL PROVISIONS ITEM L-108 - INSTALLATION OF -UNDERGROUND CABLE FOR AIRPORTS 108-4. CONSTRUCTION METHODS. (Continued) IWS-4.y care counterpoise wire instaiiation ana Grounaing tor Ligntn Protection: (Continued) The counterpoise system shall terminate at the transformer vault or at the power source. It shall be securely attached to the vault or equipment grounding system. The connections shall be made as shown in the project plans and specifications. 108-4.10 Testing: The Contractor shall furnish all necessary equipment and appliances for testing the underground cable circuits after installation and as specified below. The test equipment for insulation resistance shall be an insulation resistance tester with a digital readout. The instrument shall provide a 500 volt test voltage for insulation resistance with a meter range of 0 to 199.9 megohms. The Contractor shall test and demonstrate to the satisfaction of the Engineer the following: A. Test Requirements Prior to Construction: (1) Test all circuits within the work area for continuity and insulation resistance to ground, at the transformer vault, in the presence of the Engineer and the Owner. (2) Provide a copy of the test results to the Engineer and the Owner. (3) That all lighting power and control circuits are continuous and free from short circuits. (4) That all circuits are free from unspecified grounds. (5) That the insulation resistance to ground of all non -grounded series circuits is not less than 50 megohms. (6) That the insulation resistance to. ground of all non -grounded conductors of multiple circuits is not less than 50 megohms. (7) That all circuits are properly connected in accordance with applicable wiring diagrams. (8) That all circuits 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. SPECIAL PROVISIONS ITEM L-108 -•INSTALLATION OF UNDERGROUND CABLE FOR AIRPORTS 108-4. CONSTRUCTION METHODS. (Continued) 108-4.10 Testing: (Continued) B. Test Requirements During Construction: (1) Test all circuits within the work area for continuity and insulation resistance at the transformer vault, prior to requesting any circuit be energized. (2) Insure that all circuits within the work area are operational, prior to the Contractor leaving the project at the end of the work day. Specific times for circuit checks will be determined by the Engineer relative to the Contractor's work hours each day. (3) That all circuits are free from unspecified grounds. (4) That the insulation resistance to ground of all non -grounded series circuits is not less than 50 megohms. (5) That the insulation resistance to ground of all non -grounded conductors of multiple circuits is not less than 50 megohms. (6) That all circuits are properly connected in accordance with applicable wiring diagrams. Circuit testing during construction shall be as directed and witnessed by the Engineer when the Contractor is working on existing circuitry or excavating adjacent to or near existing circuitry. Circuit testing during construction will not be required during the times when the Contractor's operations do not effect existing airfield lighting circuitry. It is the intent of this section to insure that airfield lighting circuitry remains operational throughout the duration of the contract. C. Test Requirements at the Completion of the Project: The Contractor shall test and demonstrate to the satisfaction of the Engineer the following: (1) That all lighting power and control circuits are continuous and free from short circuits. (2) That all circuits are free from unspecified grounds. (3) That the insulation resistance to ground of all non -grounded series circuits is not less than 50 megohms. SPECIAL PROVISIONS ITEM L-108 - INSTALLATION OF UNDERGROUND CABLE FOR AIRPORTS 108-4. CONSTRUCTION METHODS. (Continued) 108-4.10 Testing: (Continued) (4) That the insulation resistance to ground of all non -grounded conductors of multiple circuits is not less than 50 megohms. (5) That all circuits are properly connected in accordance with applicable wiring diagrams. (6) That all circuits 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. (7) That the counterpoise or ground rod resistance is 25 ohms or less. (8) Test all circuits within the work area for continuity and insulation resistance to ground, at the transformer vault, in the presence of the Engineer and the Owner. (9) Provide the Owner and the Engineer copies of all test results. 108-4.11 As -Built Records: The Contractor shall submit to the Engineer at the completion of the project, detailed, dimensioned as -built records and wiring diagrams of the circuitry installed under this contract, prior to payment of the final estimate. 108-5. METHOD OF MEASUREMENT. 108-5.1: The quantity of trench to be paid for shall be the number of linear feet of trench, including excavation, backfill and restoration (when required), completed, measured as excavated, and accepted as satisfactory. All trench areas shall be restored to their original condition. 108-5.2: The footage of cable or counterpoise wire installed in trench to be paid for shall be the number of linear feet of cable or counterpoise wire installed, measured along the centerline of the trench between light units or structures, completed, ready for operation and accepted as satisfactory. No measurement will be made for cable slack in trenches or at light units. Separate measurement shall be made for each cable or counterpoise wire installed. SPECIAL PROVISIONS ITEM L-108 - INSTALLATION OF UNDERGROUND CABLE FOR AIRPORTS 108-5. METHOD OF MEASUREMENT. (Continued) 108-5.3: The footage of cable installed in duct or conduit to be paid for shall be the number of linear feet of cable installed, measured from the inside face of structure or end of conduit to inside face of structure or end of conduit, completed, ready for operation and accepted as satisfactory. No measurement will be made for cable slack installed in ducts, conduits or light units. However, cable or counterpoise wire required in electrical manholes shall be measured as the actual number of linear feet of cable or counterpoise wire installed within the manhole and included under the measurement of cable in duct or conduit, or the measurement of counterpoise wire in trench. Separate measurement shall be made for each cable installed in duct or conduit. 108-6. BASIS OF PAYMENT. 108-6.1: Payment will be made at the contract unit price for trenching, cable and bare counterpoise wire installed in trench or duct in place by the Contractor and accepted by the Engineer. No direct payment will be made for cable slack installed in trench, conduit, ducts or light bases. 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 necessary to complete this item. Payment will be made under: Item L-108-6.1 - Cable Trenching for the Installation of Underground Cable - Per Linear Foot Item L-108-6.1 - No. 8 AWG, 600V, Type C Single Conductor Underground Cable Installed in Trench or Conduit - Per Linear Foot Item L-108-6.1 - No. 8 AWG, Bare Copper Counterpoise Wire Installed in Trench Including Grounding Rods and Exothermic Connections SPECIAL PROVISIONS ITEM L-108 - INSTALLATION OF UNDERGROUND CABLE FOR AIRPORTS Number AC 150/5345-7C AC 150/5345-26A 108 Number J -C-30 HH -I-595 108 Number B-3 B-8 FAA SPECIFICATIONS REFERENCED IN ITEM L-108 Title Specification for L-824 Underground Electrical Cables for Airport Lighting Circuits Specification for L-823 Plug and Receptacle Cable Connectors FEDERAL SPECIFICATIONS REFERENCED IN ITEM L - Title Cable and Wire, Electrical Power, Fixed Installation - Insulation Tape, Electrical Pressure - Sensitive Adhesive, Plastic, for Low -Temperature Application ASTM SPECIFICATIONS REFERENCED IN ITEM L - Title Soft or Annealed Copper Wire Concentric -Lay -Stranded Copper Conductor, Hard, Medium -Hard or Soft MILITARY SPECIFICATIONS REFERENCED IN ITEM L-108 Number Title MIL -I-3825 Insulation Tape, Electrical, Self -Fusing, for Use in Electronics, Communications, and Allied Equipment MIL -I-24391 Insulation Tape, Electrical, Pressure - Sensitive, Plastic SPECIAL PROVISIONS ITEM L-110 - I-NSTALLATION OF AIRPORT UNDERGROUND ELECTRICAL DUCT 110-_1. DESCRIPTION. 110-1.1: This item shall consist of underground electrical �Jcts or conduit installed in accordance with this Specification at the locations and in accordance with the dimensions, designs and details shown in the Plans. This item shall include the installation of all underground electrical ducts or underground conduits. It shall also include, all trenching, backfilling, concrete encasement, mandreling installation of drag lines, duct markers, capping and the testing of the installation as a completed duct system ready for installation of cables, to the satisfaction of the Engineer. Unless otherwise provided for elsewhere, this item shall also include the removal of pavement and turf and the restoration of pavements and turf including any special backfill required. 110-2. EQUIPMENT AND MATERIALS. 110-2.1 General: 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 Engineer. 110-2.2 Steel Conduit: Threaded rigid steel conduit and fittings shall conform to the requirements of Federal Specification WW -C-581. 110-2.3 Concrete: Concrete shall be in accordance with the New York State Department of Transportation Standard Specifications, dated January 2, 1985, plus all revisions and addenda pertaining thereto, Section 555-2. Unless otherwise shown on the Plans, the concrete shall be Class A, with a maximum permissible slump of 31, inches. Cement shall be Portland cement Type I or Type II. 110-2.4 Plastic Conduit: Plastic conduit and fittings shall conform to the requirements of Federal Specification W -C- 1094 and shall be one of the following, as specified in the proposal: (a) Type I - Suitable for underground use when encased in concrete; Type A - Thin Wall Rigid PV-Duit Conduit as manufactured by Carlon or approved equal. (b) Type II - Suitable for either above ground or underground use, with or without concrete encasement; Type 40 - Heavy Wall Rigid PV-Duit Plus Conduit as manufactured by Carlon or approved equal. SPECIAL PROVISIONS • ITEM L-110 - INSTALLATION OF AIRPORT UNDERGROUND ELECTRICAL DUCT 110-3. SUBMITTALS AND CERTIFICATIONS. 110 -?.1: Submittals of "Shop and Setting Drawings", "Working Drawings", "Catalogue Data" and "Certifications" for review shall be submitted in accor- dance with appropriate sections of the General Provisions. Submittals and Certifications required are as follows: - Catalogue Data and Certification showing that Steel Conduit meets the requirements specified - NYSDOT approved Concrete Mix Design - Catalogue Data and Certification showing that plastic concuit meets the requirements specified - Detailed, dimensioned, to scale sketch of the duct bank. 110-4. CONSTRUCTION METHODS. 110-4.1 General: The Contractor shall install underground ducts and conduits at the approximate locations shown on the Contract Drawings. The Engineer shall indicate specific locations as the work progresses. Ducts shall be of the size, material and type indicated in the Plans or Specifications. All duct lines shall be laid so as to grade toward handholes, manholes and duct ends for drainage. Grades shall be at least 3 inches per 100 feet. On runs where it is not practicable to maintain the grade all one way, the duct lines shall be graded from the center in both directions toward manholes, handholes or duct ends. Pockets or traps where moisture may accumulate shall be avoided. The Contractor shall mandrel each duct. An iron -shod mandrel, not more than 1/4 - inch smaller than the bore of the duct, shall be pushed through each duct by means of jointed conduit rods. The mandrel shall have a leather or rubber gasket slightly larger than the duct hole. All ducts installed shall be provided with a nylon drag line having a minimum strength of 1,000 pounds for pulling the permanent wiring. Sufficient length shall be left in manholes or handholes to tie off the drag line to prevent it from slipping back into the duct. Where spare ducts are installed, as indicated on the Plans, the open ends shall be plugged with removable tapered plugs, designed by the duct manufacturers, or with hardwood plugs conforming accurately to the shape of the duct and having the larger end of the plug at least 1/4 -inch greater in diameter than the duct. SPECIAL PROVISIONS ITEM L-110 - INSTALLATION OF AIRPORT UNDERGROUND ELECTRICAL DUCT 110-4. CONSTRUCTION METHODS. (Continued) 110-4.1 General: (Continued) All ducts shall be securely fastened in place during construction and progress of the work and shall be plugged to prevent seepage of grout, water or dirt. Any duct section having a defective joint shall not be installed. All ducts, except steel conduit, installed under runways, taxiways, aprons and other paved areas shall be encased in a concrete envelope as indicated on the Plans. Where turf is well established and the sod can be removed, it shall be carefully stripped and properly stored. Existing paved areas to be trenched shall be saw cut prior to removal of pavement. Trenches for ducts may be excavated manually or with mechanical trenching equipment. Walls of trenches shall be essentially vertical so that a minimum of shoulder surface is disturbed. Blades of road patrols or graders shall not be used to excavate the trench. The Contractor shall.ascertain the type of soil or rock to be excavated before bidding. All excavation shall be included in the unit price.of the duct. 110-4.2 Ducts Encased in Concrete: Unless otherwise shown in the Plans, concrete -encased ducts shall be installed so that the top of the concrete envelope is not less than 18 inches below the finished subgrade where installed under runways, taxiways, aprons or other paved areas, and not less than 18 inches below finished grade where installed in unpaved areas. Trenches for concrete - encased ducts shall be opened the complete length before concrete is laid so that if any obstructions are encountered, proper provisions can be made to avoid them. All ducts for concrete encasements shall be placed on a layer of concrete not less than 3 inches thick prior to its initial set. Where two or more ducts are encased in concrete, the Contractor shall space them not less than 2 inches apart (measured from outside wall to outside wall) using spacers applicable to the type of duct. As the duct laying progresses, concrete not less than 3 inches thick shall be placed around the sides and top of the duct bank. End bells or couplings shall be installed flush with the concrete encasement where required. SPECIAL PROVISIONS ITEM L-110 - INSTALLATION OF AIRPORT UNDERGROUND ELECTRICAL DUCT 110-4. CONSTRUCTION METHODS. (Continued) 110-4.2 Ducts Encased in Concrete (Continued) 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 otherwise 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 intervals. 110-4.3 Ducts Without Concrete Encasement: Trenches for single -duct lines shall be not less than 6 inches nor more than 12 inches wide, and the trench for 2 or more ducts installed at the same level shall be proportionately wider. Trench bottoms for ducts without concrete encasement shall be made to conform accurately to grade so as to provide uniform support for the duct along its entire length. A layer of fine earth material, at least 4 inches thick (loose measurement) shall be placed in the bottom of the trench as bedding for the duct. 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 sieve. The bedding material shall be tamped until firm. Unless otherwise shown in Plans, ducts for direct burial shall be installed so that the tops of all ducts are at least 18 inches below the finished grade. When two or more ducts are installed in the same trench without concrete encasement, they shall be spaced not less than 2 inches apart (measured from outside wall to outside wall) in a horizontal direction and not less than 6 inches apart in a vertical direction. Trenches shall be opened the complete length before the duct is installed so that if any obstructions are encountered proper provisions can be made to avoid them. 110-4.4 Duct Markers: The location of the ends of all ducts shall be marked by a concrete slab marker 2 feet square and 4 inches thick extending approximately 1 inch above the surface. The markers shall be located above the ends of all ducts or duct banks, except where ducts terminate in a handhole, manhole or building. SPECIAL PROVISIONS ITEM L-110 - INSTALLATION OF AIRPORT UNDERGROUND ELECTRICAL DUCT 110-4. CONSTRUCTION METHODS. (Continued) 110-4.4 Duct Markers: (Continued) The Contractor shall impress the word "DUCT" on each marker slab. He shall also impress on the slab the number and size of ducts beneath the marker. The letters shall be 4 inches high and 3 inches wide with width of stroke 1/2 -inch and 1/4 - inch deep or as large as the available space permits. 110-4.5 Backfilling: After concrete -encased ducts have been properly installed and the concrete has had time to set, the trench shall be backfilled in at least two layers with excavated material not larger than 4 inches in diameter and thoroughly tamped and compacted to at least the density of the surrounding undisturbed soil. If necessary to obtain the desired compaction, the backfill material shall be moistened or aerated as required. Trenches shall not be excessively wet and 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 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 in accordance with instructions issued by the Engineer. For ducts without concrete envelope, 8 inches of sand, soft earth or other fine fill (loose measurement) shall be placed around the ducts and carefully tamped around and over them with hand tampers. The remaining trench may be filled with regular run of excavated material and thoroughly tamped as specified above. 110-4.6 Restoration: Where sod has been removed, it shall be replaced as soon as possible after the backfilling is completed. All areas disturbed by the trenching, storing of dirt, cable laying, pad construction and other work, shall be restored to its original condition. The restoration shall include any necessary topsoiling, fertilizing, liming, seeding, sprigging or mulching. All such work shall be performed in accordance with the Federal Aviation Administration Standard Turfing Specifications. The Contractor shall be held responsible for maintaining all disturbed surfaces and replacements until final acceptance. SPECIAL PROVISIONS ITEM L-110 - INSTALLATION OF AIRPORT UNDERGROUND ELECTRICAL DUCT 110-5. METHOD OF MEASUREMENT. I!J-5.1: The quantity of underground duct or conduit to be paid for under this item shall be the number of linear feet of duct installed, measured in place, from end or outside face of structure to end or outside face of structure, including all required excavation and backfill, completed and accepted. Separate measurement shall be made for the various types and sizes. 110-6. BASIS OF PAYMENT. 110-6.1: Payment will be made at the Contract unit price for each type and size of single -way or multi -way duct or conduit completed and accepted. 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-110-6.1 - 2 -Inch Diameter Rigid Steel Conduit Installed in Turf - Per Linear Foot Item -L-110-6.1 - 2 -Inch -Diameter Rigid Steel Conduit Installed in Bituminous Asphalt Pavement - Per Linear Foot SPECIAL PROVISIONS ITEM L-110 - INSTALLATION OF AIRPORT UNDERGROUND ELECTRICAL DUCT FEDERAL SPECIFICATIONS REFERENCED IN ITEM L-110 Number Title W -C-571 Conduit and Fittings, Nonmetal, rigid; (Asbestos -Cement or Fire -Clay Cement), (for Electrical Purposes). W -C-575 Conduit and Fittings; Nonmetallic, Rigid, Bituminized Fiber; Laminated Wall. W -C-581 Conduit and Fittings; Nonmetallic, Rigid, (Bituminized Homogeneous Fiber). W -C-1094 Conduit and Fittings; Nonmetallic, Rigid, (Plastic). WW -C-581 Conduit, Metal, Rigid; and Coupling, Elbow; and Nipple, Electrical Conduit: Zinc -Coated. SPECIAL PROVISIONS ITEM L-125 - INSTALLATION OF AIRPORT LIGHTING SYSTEMS J 125-1. DESCRIPTION. 125-1.1: This item shall consist of airport lighting systems furnished and -installed in accordance with this Specification, the referenced Specification and the applicable Advisory Circulars. The systems are installed at the location 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 Engineer. 125-1.2: Additional details pertaining to a specific system covered in this item are contained in the Advisory Circulars listed below: 125-1.3: AC 70/7460-1G, Obstruction Marking and Lighting. 125-1.4: AC 150/5345-7C L-824 Underground Electrical Cables for Airport Lighting Circuits. 125-2.1 General: (a) Airport lighting equipment and materials covered by Federal Aviation Administration Specifications shall have the prior approval of the Federal Aviation Administration, Airports Service, Washington, D.C. 20591 and shall be listed in Advisory Circular 150/5345-1, Approved Airport Lighting Equipment, latest edition. (b) All other equipment and materials covered by other referenced Specifications shall be subject to acceptance through the manufacturer's certification of compliance with the applicable Specifications. (c) Lists of the equipment and materials required for a particular system are contained in the applicable Advisory Circulars. 125-2.2 Tape: Rubber and plastic electrical tapes shall be Scotch Electrical Tape Numbers 23 and 88, respectively, as manufactured by the Minnesota Mining and Manufacturing Company, or an approved equal. 125-2.3 Concrete: Concrete shall be in accordance with the New York State Department of Transportation Standard Specifications, dated January 2, 1985, plus all revisions and addenda pertaining thereto, Section 555-2. Unless otherwise shown on the Plans, the concrete shall be Class A, with a maximum permissible slump of 32 inches. Cement shall be Portland cement Type II. 125-2.4 Reinforcing Steel: Materials shall be in accordance with New York State Department of Transportation Standard Specifications dated January 2, 1985, Section 556-2 - Reinforcing Steel Materials for Concrete Structures, plus all revisions and addenda pertaining thereto. Unless otherwise shown on the plans. All base reinforcing steal shall be Grade 60. SPECIAL PROVISIONS ITEM L-125 - INSTALLATION OF AIRPORT LIGHTING SYSTEMS 125-2. EQUIPMENT AND MATERIALS. (Continued) 125-2.5 Squeeze Connectors: Squeeze connectors, if specified, shall be equal to Crouse -Hinds Company, Type CGB cable connector with neoprene rubber bushing. 125-2.6 Tees: Large radius bend tees, if specified, shall be equal to Crouse - Hinds Company No. ET -43. 125-2.7 PVC Coated Rigid Galvanized Steel: Conduit shall be in accordance with Federal Specification WW -2-581, prior to plastic coating. Coating shall be 0.040 -inch PVC factory applied, meeting NEMA Standard No. RN1-1980 (Type 40). Fittings shall have same treatment. Conduits and fittings shall be threaded. 125-2.8 Electrical Metallic Tubing (EMT: Conduits shall conform to ANSI Standard C80.3. Fittings, connections and couplings shall be specifically approved for use with EMT. 125-2.9 Rigid Steel Conduit: Rigid steel conduit and fittings shall be in accordance with Federal Specification WW -2-581 and ANSI Standard C80.1. Finish shall be hot dipped galvanized or sherardized inside and outside. All fittings for rigid metal conduit shall be the threaded type. 125.-2.10 Dry Type Transformers: Shall be UL listed, encapsulated core and coil suitable for outdoor use and as scheduled below: Type Description T-1 2 KVA, 10/, 600V/120-24OV, Step-up, 115 Degree C Temperature Rise. Manufacturer: Square D, Catalog No. 2S51F or equal. T-2 .250 KVA, 10/, 600V/120-24OV, Step-down, 55 Degree C Temperature Rise. Manufacturer: Square D, Catalog No. 250SV51B or equal. 125-2.11 Fusible Safety Switches: Shall be UL listed, NEMA, Enclosures and as Schedule Below: Type Description D-1 120/240V General Duty Fusible Safety Switch, 2 Pole, 30 Amp, 10,000 AIC. Fused as Shown With Class R Fuses. Manufacturer: Square D, Catalog No. D211 or equal. D-2 600 Volt Heavy Duty Fusible Safety Switch, 2 Pole, 30 Amp, 10,000 AIC, Fused as Shown With Class R Fuses. Manufacturer: Square D, Catalog No. H261 or equal. SPECIAL PROVISIONS ITEM L-125 - INSTALLATION OF AIRPORT LIGHTING SYSTEMS 125-2. EQUIPMENT AND MATERIALS. (Continued) 125-2.12 Obstruction Light Power Supply Enclosure: Shall be 24 inches high by 24 inches wide by 8 inches deep, latching hinged cover, padlockable complete with padlock and two keys, 14 gauge Type 304 stainless steel unpainted brushed finish, NEMA 4X type with interior steel mounting panel. Manufacturer: Hoffman Enclosure. Catalog No. A-24H2408SSLP and Panel No. A -24P24 or Equal. 125-2.13 Wire: Wire in conduit rated up to 5,000 volts shall conform to Advisory circular 150/5345-7C, Specification for L-824 Underground Electrical Cables for Airport Lighting Circuits, for rubber insulated neoprene -covered wire, or Federal Specification J -C-30, Type RHW, for rubber insulated fibrous - covered wire. For ratings up to 600 volts, thermoplastic wire conforming to Federal Specification J -C-30, Types TW, THW, and THWN, shall be used. The wires shall be of the type, size and umber of conductors, and voltage shown in the Plans or in the proposal. 125-2.14 Groundings Systems: Ground rods shall be 3/4 inch by 10 feet minimum. Exterior ground conductors shall be bare tin plated copper, size as indicated. All joints and connections shall be exothermic type as by Cadweld, Thermoeld or equal. The system neutral -shall be bonded as -per the National Electrical Code, latest edition. A complete "green" wire ground system to be installed bonding all cabinets, enclosures and raceways to the same. Conductor size shall be in accordance with the National Electrical Code. 125-2.15 Pull Boxes: Pull boxes shall be precast reinforced concrete designed for ASSHTO H-20 loading. Frames and covers shall be NEENAH Foundry Item R -6662 - KH designed for H-20 loading. 125-3. SUBMITTALS AND CERTIFICATIONS. 125-3.1: Submittals of "Shop and Setting Drawings", "Working Drawings", "Catalogue Data" and "Certifications" for review shall be submitted in accor- dance with appropriate sections of the General Provisions. Submittals and Certifications required are as follows: - Catalogue Data and certification that each type of Airport lighting equipment meets the requirements specified - Catalogue Data and certification that other equipment meets the requirements specified - Catalogue Data for tape - NYSDOT Approved Concrete Mix Design - Catalogue Data and certification showing that conduit meets the requirements specified - Catalogue Data for squeeze connectors - Catalogue Data for large radius bend tees - Catalogue Data for electrical distribution equipment and panels SPECIAL PROVISIONS ITEM L-125 - INSTALLATION OF AIRPORT LIGHTING SYSTEMS 125-4. CONSTRUCTION METHODS. 125-4.1 General: The installation and testing details for the systems shall be as specified 'in the applicable Advisory Circulars and as shown on the Plans or directed by the Engineer. 125-4.2 Placing Lights: The light fixtures shall be installed at the approximate location indicated in the Plans. The exact location shall be as directed by the Engineer. 125-4.3 Installation of Cables: Excavation for trenches, backfilling and furnishing and installation of cables shall be performed in accordance with Item L-108. 125-4.4 Conduit: All interior dry areas shall be EMT conduit unless otherwise shown. Use PVC coated RGS conduit in all interior damp locations, hazardous, exterior or below grade locations unless otherwise shown. 125-4.5 Obstruction Light Power Supply Enclosure: Mount equipment securely to panel in enclosure as shown on contract drawings. Provide ample room to operate disconnect switches. 125-4.6 Wiring and Connections: The Contractor shall make all necessary electrical connections in the vault in accordance with the wiring to the terminal blocks, the Contractor shall leave sufficient extra length on each control lead to make future changes in connections at the terminal block. This shall be accomplished by running each control lead the longest way around the box to the proper terminal. Leads shall be neatly laced in place. 125-4.7 Marking and Labeling: All equipment, control wires, terminal blocks, etc., shall be tagged, marked or labeled as specified below: (a) Wire Identification. The Contractor shall furnish and install self - sticking wire labels or identifying tags on all control wires at the point where they connect to the control equipment or to the terminal blocks. wire labels, if used, shall be of the self -sticking, preprinted type and of the manufacturer's recommended size for the wire involved. Identification markings designated in the Plans shall be followed. Tags, if used, shall be of fiber not less than 3/4 -inch in diameter and not less than 1/32 -inch thick. Identification markings designated int he Plans shall be stamped on tags by means of small tool dies. Each tag shall be securely tied to the proper wire by a non-metallic cord. (b) Labels. The Contractor shall stencil identifying labels on the cases of regulators, breakers, and distribution and control relay cases with white oil paint as designated by the Engineer. The letters and numerals shall be not less than 1 -inch in height and shall be of proportionate width. The Contractor shall also mark the correct circuit designations in accordance with the wiring diagram on the terminal marking strips which are a part of each terminal block. SPECIAL PROVISIONS ITEM L-125 - INSTALLATION OF AIRPORT LIGHTING SYSTEMS 125-5. METHOD OF MEASUREMENT. 125-5.1: The quantity of obstruction light units to be paid for under this item shall be the number of each type installed as completed unit in place, ready for operation and accepted by the Engineer. 125-5.2: The quantity of airport garage electrical equipment to be paid for under this item shall consist of all equipment, conduit, cable, enclosures, etc. installed within the garage and on the exterior, connected and accepted as a complete unit ready for operation. 125-5.3: The quantity of electrical pull boxes to be paid for under this item shall be the number of pull boxes installed and accepted by the Engineer. 125-6. BASIS OF PAYMENT. 125-6.1: Payment will be made at the Contract unit price for each complete obstruction light unit installed in place by the Contractor and accepted by the Engineer. 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. 125-6.2: Payment will be made on a lump sum basis for the completed and accepted airport garage electrical equipment installation. 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. 125-6.3: Payment will be made at the contract unit price for each electrical pull box installed in place by the Contractor and accepted by the Engineer. 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-125-6.1 - Installation of L-810 Double Obstruction Light Unit Per Each Item L-125-6.1 - Installation of L-810 Single Obstruction Light Unit Per Each Item L-125-6.2 - Installation of Airport Garage Electrical Equipment - Lump Sum Item L-125-6.3 - Installation of Electrical Pull Box - Per Each Number WW -C-581 SPECIAL PROVISIONS ITEM L-125 - INSTALLATION OF AIRPORT LIGHTING SYSTEMS FEDERAL SPECIFICATION REFERENCED IN ITEM L-125 Title Conduit, Metal Rigid; and Coupling, Elbow; and Nipple, Electrical Conduit: Zinc -coated. FAA SPECIFICATIONS REFERENCED IN ITEM L-125 Number Title AC 70/7460-1G Obstruction Marking and Lighting AC 150/5345-7C L-824 Underground Electrical Cables for Airport Lighting Circuits SPECIAL PROVISIONS ITEM L-128 - MAINTENANCE AND PROTECTION OF TRAFFIC 128-1. DESCRIPTION 128-1.1 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. The requirements of Section 169, as specified in the New York State Department of Transportation Standard Specifications dated January 2, 1985, shall apply with the following modifications and/or revisions as described below. The following additional items are specifically included without limiting the generality implied by these Specifications and the Contract Drawings. - Restoration of all surfaces disturbed as a result of the Contractor's Operations. Installation, maintenance and removal of temporary barricades, warning signs and hazard markings. - Testing and maintenance of existing and new lighting circuitry. Installation, maintenance and removal of barricade lights. Cleaning and maintenance of all paved areas. All requirements as outlined in Section 80-12, Specific Airport Operating Requirements. 128-2. METHOD OF MEASUREMENT. 128-2.1: Payment for basic maintenance and protection of traffic will be made on a lump sum basis. The lump sum shall include all items required to satisfy this Specification. SPECIAL PROVISIONS ITEM L-128 - MAINTENANCE AND PROTECTION OF TRAFFIC 128-1. DESCRIPTION 128-1.1 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. The requirements of Section 169, as specified in the New York State Department of Transportation Standard Specifications dated January 2, 1985, shall apply with the following modifications and/or revisions as described below. The following additional items are specifically included without limiting the generality implied by these Specifications and the Contract Drawings. Restoration of all surfaces disturbed as a result of the Contractor's Operations. Maintenance and repair of existing access roads utilized as haul roads. - Installation, maintenance and removal of temporary barricades, warning signs and hazard markings. - Testing and maintenance of existing and new lighting circuitry. - Installation, maintenance and removal of barricade lights. - Cleaning and maintenance of all paved areas. - All requirements as outlined in Section 80-12, Specific Airport Operating Requirements. 128-2. METHOD OF MEASUREMENT. 128-2.1: Payment for basic maintenance and protection of traffic will be made on a lump sum basis. The lump sum shall include all items required to satisfy this Specification. 128-3. BASIS OF PAYMENT. 128-3.1: The lump sum price bid for basic maintenance and protection of traffic shall include all equipments, materials and labor 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 basic maintenance and protection of traffic. Progress payments will be made for this item in proportion to the total amount of contract work completed, less any deductions for unsatisfactory maintenance and protection of traffic. SPECIAL PROVISIONS ITEM L-128 - MAINTENANCE AND PROTECTION OF TRAFFIC No payment will be made under basic maintenance and protection 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 Engineer. The amount of such calendar day non-payment will be determined by dividing the lump sum amount bid for basic maintenance and protection 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. In addition, for each calendar day or part thereof of unsatisfactory work violating the required provisions of any subsection entitled Basic Maintenance and Protection of Traffic, liquidated damages will be assessed in the amount of One Thousand Dollars ($1,000.00) per calendar day. 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 basic maintenance and protection of traffic listed above. However, where major nonconformance with the requirements of this Specification is noted by the Engineer and prompt Contractor compliance is deemed not to be obtainable, all contract work may be stopped by direct order of the Engineer regardless of whether corrections are made by the Owner as stated in the paragraph above. Payment will be made under: Item L-128-3.1 - Maintenance and Protection of Traffic - Lump Sum SPECIAL PROVISIONS ITEM M-100 - MOBILIZATION 100-1. DESCRIPTION. 100-1.1: Under this work the Contractor hall set up his necessary general plant, including shops, storage areas, office and such sanitary and other facilities as are required by local or state law or regulation. 100-2. MATERIALS. 100-2.1: Such materials as are required for mobilization and that are not to be a part of the completed contract shall be as determined by the Contractor, except that they shall conform to any pertinent local or state law, regulation or code. 100-3. CONSTRUCTION DETAILS. 100-3.1: The work required to provide the above facilities and services for mobilization shall be done in a safe and workmanlike manner and shall conform with any pertinent local or state law, regulation or code. Good housekeeping consistent with safety shall be maintained. 100-4. METHOD OF MEASUREMENT. 100-4.1: Payment for mobilization will be made on a lump sum basis. 100-5. BASIS OF PAYMENT. 100-5.1: THE AMOUNT BID FOR MOBILIZATION FOR THE BASE BID SHALL NOT EXCEED FOUR PERCENT (4%) OF THE BASE BID PRICE, EXCLUDING THE BID PRICE FOR MOBILIZATION. THE AMOUNT BID FOR MOBILIZATION FOR ALTERNATES, OR ALTERNATE ADD-ONS, WHERE A MOBILIZATION ITEM IS LISTED, SHALL NOT EXCEED FOUR PERCENT (4%) OF THE TOTAL BID PRICE FOR THAT ALTERNATE, OR THAT ALTERNATE ADD-ON, EXCLUDING THAT ALTERNATE'S BID PRICE FOR MOBILIZATION. SHOULD THE BIDDER EXCEED THE FOREGOING FOUR PERCENT (4%), THE ENGINEER WILL MAKE THE NECESSARY ADJUSTMENT TO DETERMINE THE TOTAL AMOUNT BID BASED ON THE ARITHMETICALLY CORRECT PROPOSAL. The amount bid shall include the furnishing and maintaining of services and facilities noted under 100-1, Description, to the extent and at the time the Contractor deems them necessary for his operations, consistent with the requirements of this work and the respective contract. SPECIAL PROVISIONS ITEM M-100 - MOBILIZATION 100-5. BASIS OF PAYMENT. (Continued) The amount bid shall be payable to the Contractor whenever he shall have completed ten (10%) percent of the contract work. For the purposes of this item, 10% of the work shall be considered completed when the total of payments earned, as reflected by estimates of work done, not including the amount bid for this work, shall exceed 10% of the total amount of the Contractor's bid for this contract. Unless provided for elsewhere, the cost of required insurance and bonds and/or any initiation of the contract work may be included in this work. Payment will be made under: Item M-100-5.1 - Mobilization - Lump Sum I IIS'' AluI Ll Ili TOWN OF 1 1 1 NEW YORK 0 t Calocerinos & Spina Engineers, P.C. EMANUEL J. CALOCERINOS N.Y.S.P.E. LIc. No.36780 PROJECT FILE NO.: 211.002.001 CADD FILE NO.: 377AD003 it QUANTITIES FOR CANVASS OF BIDS NEW YORK STATE DEPARTMENT OF TRANSPORTATION INDEX TO SHEETS PROJECT NO. 0913.03 ITEM FAA SHEET N0. T ITLE NO. SPEC NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------ --------------- FEDERAL AVIATION ADMINISTRATION 1 P-151 CLEARING & GRUBBING 6.5 ACRE I. TITLE SHEET 2 P-152 COMMON EXCAVATION 1 LS AIRPORT IMPROVEMENT PROGRAM 3 P-152 REMOVAL OF EARTH FROM RUNWAY SURFACE 1 LSS 2. GENERAL PLAN 4 P-152 PAVEMENT EXCAVATION 640 1 SY PROJECT NO. 3-36-0029-03-89 5P-620 FIELDRUNWAOFFTICE s 3. OBSTRUCTION REMOVAL AXIWAY PAINTING 30,150 AND L IGHT ING PLAN 7 P-640 BUILDING DEMOLITION 1 LS 8 T-901 SEEDING 39,800 SY 4. GRAD ING PLAN AND DETA ILS 9 T-908 MULCHING 39,800 SY 10 L-108 CABLE TRENCHING FOR THE INSTALLATION O 5. MARK ING PLAN & DETA ILS UNDERGROUND CABLE 3,490 LF 11 L-108 NO. 8 AWG, 600V, TYPE C SINGLE CONDUCTOR UNDERGROUND CABLE INSTALLED IN TRENCH/CONDUIT 15,080 LF 12 L-108 NO. 8 AWG, BARE COPPER COUNTERPOISE WIRE INSTALLED IN TRENCH INCLUDING GROUNDING RODS AND EXOTHERMIC CONNECTIONS 3,490 LF 13 L-110 2—INCH DIAMETER RIGID STEEL CONDUIT INSTALLED IN PAVEMENT 110 LF 14 L-110 2—INCH DIAMETER RIGID STEEL CONDUIT INSTALLED IN TURF 1,141 LF 15 L-125 INSTALLATION OF L-810 DOUBLE OBSTRUCTION LIGHT UNIT, IN PLACE 4 EACH 16 L-125 INSTALLATION OF L-810 SINGLE OBSTRUCTION I_cAE LIGHT UNIT, IN PLACE 3 EACH 17 L-125 INSTALLATION OF AIRPORT GARAGE ELECTRICAL y 0 4 EQUIPMENT 1 LS f'' t� N 18 L-125 INSTALLATION OF ELECETRICAL PULL BOX 10 EACH gra 19 L-128 MAINTENANCE AND PROTECTION OF TRAFFIC 1 LS 1Q S?so lL 20 - - - - M-100 - - - - - - - - - MOBILIZATION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - LS - - - - - - O�•` t Calocerinos & Spina Engineers, P.C. EMANUEL J. CALOCERINOS N.Y.S.P.E. LIc. No.36780 PROJECT FILE NO.: 211.002.001 CADD FILE NO.: 377AD003 it f . - ... �ir,..a .. � may. �" � 'i. B v�, r Y ° ;• � " - � - - - .4"� - � , • �}z '�w� �A. i., yry,I • Y. -, .. ,r "Y"h.• 4 t - - - - " Existing Reinforced Concrete Proposed Walls To Be Removed Finished Grade NOTE: No Reinforcing Steel Or Sharp Meet dexisting 2 5 �MaX.I b' UponsShall CompleR on Of Theemain —� Building Demolition. \Existing Existing Concrete Grade Slab To Remain BUILDING DEMOLITION DETAIL Not To Scale IN CHARGE OF: R.L. Peckham P. E., M.F Petranchuk MADE BY: M.J. Drozd CHECKED BY: J.W. Leana,T. T. Nguyen m H H SULLIVAN, INC 100 0 100 200Ft. 100' 1 1-7777,777 NO ALTERATION PERMITTED HEREON EXCEPT AS PROVIDED UNDER SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW �� J EXISTING FUSE SUBPANEL, EXISTING SERVICE DISCONNECT EXISTING MDP --- aI GARAGE PROPOSED PULL BOX t—EXISTING OVERHEAD ELECTRIC LINE /-PROPOSED DISCONNECT D-1 PROPOSED TRANSFORMER T-1 MOUNTED ABOVE PROPOSED D-2 PROPOSED ELEC. FEEDER IN 3/4" CONDUIT (OVERHEAD) 0N OFFICE OFFICE u GARAGE /OFFICE POWER PLAN NOT TO SCALE UNDER EARTH UNDER PAVEMENT TOPSOIL, SEED AND MULCH (TYP) \ 1-0 (TYP GRADE PROPOSED 2" RIGID STEEL CONDUIT --- 4 SAWCUT EXISTING PAVEMENT (TYP.) Z \-•CONTRACTOR TO REMOVE EXISTING PAVEMENT AS SHOWN SUITABLE m 3 iv AND REPLACE WITH NYSDOT BACKFILL ' ITEM 405, TYPE 1 - MATCH I M EXISTING THICKNESS (3"MIN.) ---- CONTRACTOR SHALL BACKFILL NYSDOT ITEM TRENCH WITH GRANULAR 703-06 MATERIAL MATERIAL CONFORMING TO NYSDOT ITEM 304, TYPE 4 2'1 RIGID CONDUIT NOTE 3"(TYP) 3"(TYP THE CONTRACTOR SHALL RESTORE TRENCHED AREAS ALL ALL TO A CONDITION EQUAL TO AROUND AROUND - OR BETTER THAN THE ORIGINAL SURFACE. (TYP) CONDUIT TRENCHING DETAIL NOT TO SCALE SPLICE 120/240v 3 WIRE I I I r_EXISTING IOOAMP SERVICE DISCONNECT ---1 I EXI STIN9 I I I IOOA I MDP K r -1 r"-'--- 'j ID -1 3-8AWG THWN I EXISTING I I I CU (TYP.) ISUBPANELI i_ 240/600v T-1 t L_ TAP PROPOSED FEEDER D-2 CONDUCTORS OFF MATIN LUGS OF MDP AND KEEP UNDER 10 FELT - GARAGE IN CHARGE OF: R.L. Peckhom, P.E., M.F. Petranchuk MADE BY: M.J. Drozd CHECKED BY: J.W. Leona,T.T. Nguyen H H SUL LIVAN, INC 511903 L PLAN - AIRFIELD 14xI2x6 NEMA 4X ENCLOSURE MOUNTED ON BUILDING EXTERIOR OBSTRUCTION SURFACE 3 POWER FEED A TO NEXT LIGHT z COUNTERPOISE WIRE i� M 3/4"x 10' COPPER - CLAD GROUND ROD 2'-0" PLAN L -810 OBSTRUCTION LIGHT- DOUBLE SHOWN SOLID, SINGLE SHOWN DASHED -SEE SHEET NO. 3 FOR LOCATION OF EACH TYPE. NON-METALIC CORROSION RESISTANT BODY r C_ M NEMA 4X ENCLOSURE 1 CL! E V Wit. -1 I D-1 D-2 BENCH MARK NO. 2 ELEV. 9.71' FT ­ _2 2" RGS .040 PVC, COATED (TYP.) 12 STANDARD FRANGIBLE COUPLING (400 FT -LB MIN.) (TYP.) ANCHORS PER COUPLING TO BE DETERMINED BY MANUFACTURER 111111 iiiiiii 2'-4�� MIN. C A COUNTERPOISE EXOTHERMIC CONNECTION (TYP.) LLi7 POWER INPUT (TYP.) WATERTIGHT TERMINATION (TYP.) 2" RGS .040 PVC, COATED (TYP.) •/ x I I i-/4 \ II L -I SINGLE OBSTRUCTION LIGHT MONAl / \ 15 4— zi 8 7 \G ELEV. 8.8' 07 ED SWAL �ELEV EXISTI CONC. AVEME� T I \'':::'• REM9 VED#3 TIES 9 OC ` /@\BENCAv 8 6,#4 VERTICAL BARSRUNWAY 7-25 _ _ NO.3 ELEV 9.79' --CL----\--BENCH MARK�-�----' :�:_. ,. % NO._L.j<LEV.9.16' ' .:A. \ I .. LIN1fT LINE . 370 _ _ v o / 0 CL N fi -7 40 EQUAL EQUAL I 2"COVER (TYP.) T A... 0 O. a:. . #3 TIES @9"OC ►' ' 6-#4 VERTICAL BARS A- A OBSTRUCTION LIGHT MOUNTING DETAIL NOT TO SCALE DUCT WAY PLAN CONCRETE MARKERS NOT TO SCALE 3-8AWG I/C L-824 TYPE C 600v, 1 -BARE AWG COUNTERPOISE NEMA 4X ENCLOSURE (TYP.) D-2 D-2 D-2 IA IA IA "TTT2 2 T 2 ryTy240/11 Ov 240%1' Ov 240/ 1 0v D-1 D -I D -I I -A I -A I -A /0 L- I L-2 L-3 ONE -LINE DIAGRAM No Scale a, O o o 3 v ; 90 N Varies v c c o W Meet Existing cu cu 00 Grade o ( Meet Existing 4 o ___-- ---_ Gradex o- �. 2'-4�� MIN. C A COUNTERPOISE EXOTHERMIC CONNECTION (TYP.) LLi7 POWER INPUT (TYP.) WATERTIGHT TERMINATION (TYP.) 2" RGS .040 PVC, COATED (TYP.) •/ x I I i-/4 \ II L -I SINGLE OBSTRUCTION LIGHT MONAl / \ 15 4— zi 8 7 \G ELEV. 8.8' 07 ED SWAL �ELEV EXISTI CONC. AVEME� T I \'':::'• REM9 VED#3 TIES 9 OC ` /@\BENCAv 8 6,#4 VERTICAL BARSRUNWAY 7-25 _ _ NO.3 ELEV 9.79' --CL----\--BENCH MARK�-�----' :�:_. ,. % NO._L.j<LEV.9.16' ' .:A. \ I .. LIN1fT LINE . 370 _ _ v o / 0 CL N fi -7 40 EQUAL EQUAL I 2"COVER (TYP.) T A... 0 O. a:. . #3 TIES @9"OC ►' ' 6-#4 VERTICAL BARS A- A OBSTRUCTION LIGHT MOUNTING DETAIL NOT TO SCALE DUCT WAY PLAN CONCRETE MARKERS NOT TO SCALE 3-8AWG I/C L-824 TYPE C 600v, 1 -BARE AWG COUNTERPOISE NEMA 4X ENCLOSURE (TYP.) D-2 D-2 D-2 IA IA IA "TTT2 2 T 2 ryTy240/11 Ov 240%1' Ov 240/ 1 0v D-1 D -I D -I I -A I -A I -A /0 L- I L-2 L-3 ONE -LINE DIAGRAM No Scale NYSDOT CONCRETE CLASS "A" Not To Scale 1" CHAMFER GRADE GENERAL ELECTRICAL NOTES _ E-1 THE CONTRACTOR SHALL PROVIDE RACEWAY, WIRING AND SECTION CONNECTIONS FOR ALL INTERLOCKS AND CONTROL CIRCUITS. E-2 UNLESS OTHERWISE NOTED, ALL WIRING SHALL BE THWN COPPER, 12 AWG MINIMUM. NOTES: E-3 PLANS AND SPECS WERE MADE FROM AS-BUILTS AND FIELD 1. LETTERS SHALL BE APPROXIMATELY 4" OBSERVATIONS. BEFORE PERFORMING ALL WORK, CONTRACTOR HIGH x 3" WIDE x I/4" DEEP WITH %2" STROKE SHALL FIELD VERIFY EXACT LOCATIONS OF ALL CONTROL WIRING WIDTH. AND DEVICES IN THE ELECTRICAL VAULT. 2. CONTRACTOR SHALL (INDICATE NUMBER OF E-4 ALL ELECTRICAL WORK UP TO 18 INCHES A.F.F. IN THE GARAGE DUCTS ON DUCT BANK NUMBER. SHALL BE CLASSIFIED CLASS 1 DIV 1 HAZARDOUS NOTE' WHEN 5 OR MORE CABLES ARE PLACED IN A INSTALL 6" WIDE PLASTIC WARNING COMMON TRENCH, THE CABLES SHALL BE TAPE IN ALL CABLE TRENCHES INSTALLED USING 3" SPACING WITH PRIOR TO PLACING TOPSOIL --\COUNTERPOISE WIRE CENTERED ABOVE AS SHOWN. THWNN(TYP.) -- / 3 TOPSOIL, SEED AND MULCH (TYP.) D-2 D-2 D-2 D-2 EXISTING GRADE IA IA IA IA T 2T 2 T-2 2 SUITABLE BACKF COUNTERPOISE D -I D -I D -I D -I I -A I -A I -A I -A NYSDOT ITEM 703-06 MATERIA CABL L-810(TYP) /0\ L-4 L-5 L-6 L-7 CABLE TRENCHING DETAIL NOT TO SCALE NO ALTERATION PERMITTED HEREON 50 0 50 IOOFt. EXCEPT AS PROVIDED UNDER SECTION 50' _ - - - 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW GRADING PLAN Scale: I"= 50' STAIN STEE STRA 'DULLING IRON (TYP) EXISTING 2" GRADE N N 4" DRAIN PLAN TOPSOIL, \ SEED, AND MULCH I HEAVY DUTY FRAME AND COVER DESIGNED FOR ASSHTO H-20 LOADING NEENAH FOUNDRY ITEM R -6662 -KH OR EQUAL i •.' til= 24%24%36" PRECAST CONCRETE ELECTRICAL PULL BOX DESIGNED FOR ASSHTO H-20 LOADING 2" RIGID STEEL CONDUIT (TYP.) �.�BELL END FITTING 4 I CU. FT. POCKET OF CRUSHED STONE 'Po� $ cq� NOTES: 2PVC� I. THE CONTRACTOR SHALL DETERMINE THE REQUIRED KNOCK -OUT LOCATIONS FOR DRAIN PIPE ---)EACH SPECIFIC PULL BOX. SECTION 2. THE CONTRACTOR SHALL PROVIDE A PULLING IRON OPPOSITE EACH PULL BOX DETAIL CONDUIT ENTRANCE. NOT TO SCALE REVISIONS TOWN OF SOUTHOLD FISHERS ISLAND, NEW YORK ELIZABETH FIELD AIRPORT OBSTRUCTION REMOVAL AND LIGHTING GRADING PLAN AND DETAILS Caloconos & Spina Engineers P V�V/ DATE: APRIL, 1990 SCALE: AS SHOWN FTt-E- NO. 211.002 SHEET NO. 4 a, O o o 3 v ; 90 N Varies v c c o W Meet Existing cu cu 00 Grade o ( Meet Existing 4 o ___-- ---_ Gradex o- �. Proposed Topsoil, —" paries QI Seed a Mulch +- 4 3" (Typ.) SECTION A -A NYSDOT CONCRETE CLASS "A" Not To Scale 1" CHAMFER GRADE GENERAL ELECTRICAL NOTES _ E-1 THE CONTRACTOR SHALL PROVIDE RACEWAY, WIRING AND SECTION CONNECTIONS FOR ALL INTERLOCKS AND CONTROL CIRCUITS. E-2 UNLESS OTHERWISE NOTED, ALL WIRING SHALL BE THWN COPPER, 12 AWG MINIMUM. NOTES: E-3 PLANS AND SPECS WERE MADE FROM AS-BUILTS AND FIELD 1. LETTERS SHALL BE APPROXIMATELY 4" OBSERVATIONS. BEFORE PERFORMING ALL WORK, CONTRACTOR HIGH x 3" WIDE x I/4" DEEP WITH %2" STROKE SHALL FIELD VERIFY EXACT LOCATIONS OF ALL CONTROL WIRING WIDTH. AND DEVICES IN THE ELECTRICAL VAULT. 2. CONTRACTOR SHALL (INDICATE NUMBER OF E-4 ALL ELECTRICAL WORK UP TO 18 INCHES A.F.F. IN THE GARAGE DUCTS ON DUCT BANK NUMBER. SHALL BE CLASSIFIED CLASS 1 DIV 1 HAZARDOUS NOTE' WHEN 5 OR MORE CABLES ARE PLACED IN A INSTALL 6" WIDE PLASTIC WARNING COMMON TRENCH, THE CABLES SHALL BE TAPE IN ALL CABLE TRENCHES INSTALLED USING 3" SPACING WITH PRIOR TO PLACING TOPSOIL --\COUNTERPOISE WIRE CENTERED ABOVE AS SHOWN. THWNN(TYP.) -- / 3 TOPSOIL, SEED AND MULCH (TYP.) D-2 D-2 D-2 D-2 EXISTING GRADE IA IA IA IA T 2T 2 T-2 2 SUITABLE BACKF COUNTERPOISE D -I D -I D -I D -I I -A I -A I -A I -A NYSDOT ITEM 703-06 MATERIA CABL L-810(TYP) /0\ L-4 L-5 L-6 L-7 CABLE TRENCHING DETAIL NOT TO SCALE NO ALTERATION PERMITTED HEREON 50 0 50 IOOFt. EXCEPT AS PROVIDED UNDER SECTION 50' _ - - - 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW GRADING PLAN Scale: I"= 50' STAIN STEE STRA 'DULLING IRON (TYP) EXISTING 2" GRADE N N 4" DRAIN PLAN TOPSOIL, \ SEED, AND MULCH I HEAVY DUTY FRAME AND COVER DESIGNED FOR ASSHTO H-20 LOADING NEENAH FOUNDRY ITEM R -6662 -KH OR EQUAL i •.' til= 24%24%36" PRECAST CONCRETE ELECTRICAL PULL BOX DESIGNED FOR ASSHTO H-20 LOADING 2" RIGID STEEL CONDUIT (TYP.) �.�BELL END FITTING 4 I CU. FT. POCKET OF CRUSHED STONE 'Po� $ cq� NOTES: 2PVC� I. THE CONTRACTOR SHALL DETERMINE THE REQUIRED KNOCK -OUT LOCATIONS FOR DRAIN PIPE ---)EACH SPECIFIC PULL BOX. SECTION 2. THE CONTRACTOR SHALL PROVIDE A PULLING IRON OPPOSITE EACH PULL BOX DETAIL CONDUIT ENTRANCE. NOT TO SCALE REVISIONS TOWN OF SOUTHOLD FISHERS ISLAND, NEW YORK ELIZABETH FIELD AIRPORT OBSTRUCTION REMOVAL AND LIGHTING GRADING PLAN AND DETAILS Caloconos & Spina Engineers P V�V/ DATE: APRIL, 1990 SCALE: AS SHOWN FTt-E- NO. 211.002 SHEET NO. 4