6.26 TABLE OF CONTENTS PT

154.124.121 TC-1

TABLE OF CONTENTS

for

D040980

PIN 2754.86

REPLACEMENT OF LEBANON ROAD (CR 62) BRIDGE

OVER STONE MILL BROOK (BIN 3367070)

ADDENDA, if any, as identified in Section 00 01 00

SECTION 00 00 20 ADVERTISEMENT FOR BID

DIVISION 00 [01] BIDDING & CONTRACT REQUIREMENTS

SECTION 00 01 00 INFORMATION FOR BIDDERS

-.01 Location of the Work -.02 Description of the Work -.03 Commencement and Completion of the Work -.04 Collateral Work and Conditions of Work -.05 Receipt & Opening of Bids -.06 Informalities, Waivers and Withdrawals -.07 Bid Preparation -.08 Addenda and Interpretations -.09 Qualifications of Bidders -.10 Obligations of Bidders -.11 Bid Security -.12 Liquidated Damages for Failure to Execute Contract -.13 Discrepancy in Bids -.14 Lowest Bidder -.15 Award of Contract

SECTION 00 01 50 LABOR AND EMPLOYMENT

-.01 General -.02 Posting Minimum Wage Rates & Keeping Records -.03 Non-Discrimination and Labor Practices -.04 Legal Day's Work -.05 Wage Rates -.06 Verification of Amounts Due for Wages and Supplements -.07 Minimum Rates

SECTION 00 01 60 ADDITIONAL INSTRUCTIONS

-.01 Borings and Subsurface Data -.02 Preconstruction Conference -.03 Power of Attorney -.04 Laws and Regulations -.05 Non-Collusive Bidding Certification -.06 Iranian Energy Sector Divestment Certification -.07 Prevention of Sexual Harassment Compliance -.08 Insurance -.09 Contract Drawings -.10 Contract Specifications

TABLE OF CONTENTS PT 6.26

TC-2 154.124.121

SECTION 00 01 60 ADDITIONAL INSTRUCTIONS - Continued -.11 Special Conditions -.12 Payroll Records -.13 Emergency Services/School Contacts -.14 Environmental Permits -.15 Highway Work Permit -.16 Railroad Coordination -.17 Utility Coordination -.18 Work Completed by Others -.19 Bridge/Bat Survey -.20 DBE Participation Package -.21 Special Notes -.22 Engineer’s Field Office -.23 Inspection and Testing

DIVISION 00 [03 & 04] BIDDING & CONTRACT REQUIREMENTS

SECTION 00 03 01 BIDDER’S CHECKLIST

SECTION 00 03 70 BID PRICES

SECTION 00 03 73 IRANIAN ENERGY SECTOR DIVESTMENT CERTIFICATION

SECTION 00 03 76 BIDDER’S STATEMENT OF SEXUAL HARASSMENT

SECTION 00 45 45 GENDER-BASED VIOLENCE CERTIFICATION

SECTION 00 04 80 CONSTRUCTION CONTRACT REQUIREMENTS

SECTION 00 04 81 STATEMENT OF SURETY’S INTENT

SECTION 00 04 89 DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION GOALS

SECTION 00 04 90 EQUAL EMPLOYMENT OPPORTUNITY UTILIZATION REQUIREMENTS

SECTION 00 04 99 BID SECURITY

DIVISION 00 [05 &06] BIDDING & CONTRACT REQUIREMENTS

SECTION 00 05 70 AGREEMENT

SECTION 00 06 10 PERFORMANCE BOND

SECTION 00 06 20 LABOR & MATERIALS PAYMENT BOND

SECTION 00 06 50 CERTIFICATE OF INSURANCE

DIVISION 00 [08] GENERAL CONDITIONS

SECTION 00 08 10 DEFINITIONS OF WORDS & TERMINOLOGY

-.01 Definitions of Words and Terms -.02 References to Other Specifications and Codes

SECTION 00 08 20 DESCRIPTION & DELINEATION OF THE WORK

-.01 Intent of Plans and Specifications -.02 Interpretation of Plans & Specifications -.03 Contract Drawings -.04 Additional or Supplemental Drawings

SECTION 00 08 30 CONDITIONS & REQUIREMENTS

-.01 New York State Standard Specifications -.02 Abbreviations and Definitions of Terms -.03 Bidding Requirements and Conditions -.04 Contract Award and Execution

154.124.121 TC-3

SECTION 00 08 30 CONDITIONS & REQUIREMENTS - Continued -.05 Control of Work -.06 Technical Specifications -.07 Retainage

SECTION 00 08 40 FEDERAL AID REQUIREMENTS FOR TRANSPORTATION

ENHANCEMENT PROJECTS

-.01 Special Notice to Bidders -.02 New York State Uniform Contracting Questionnaire -.03 Contract Requirements for Locally Administered Federal Aid Construction Projects

(Package A)

APPENDIX A – STANDARD CLAUSES FOR NEW YORK STATE CONTRACTS

APPENDIX 12-1 – CONSTRUCTION CONTRACT REQUIREMENTS

TABLE OF CONTENTS PT 6.26

TC-4 154.124.121

MATERIAL AND PERFORMANCE (TECHNICAL) SPECIFICATIONS

DIVISION 00 02 – DIVISION 00 49

ITEM

555.97130016 CONCRETE FOR STRUCTURES (REINFORCEMENT INCLUDED AND

NO BAR LIST IN PLANS)

555.97140016 FOOTING CONCRETE, (REINFORCEMENT INCLUDED AND

NO BAR LIST IN PLANS)

595.50000018 SHEET-APPLIED WATERPROOFING MEMBRANE

613.04000001 STOCKPILING AND PLACING EXISTING STREAM BED MATERIALS

617.01030024 CONTROLLING INVASIVE PLANT SPECIES BY EXCAVATION

617.10000024 DISPOSAL OF MATERIAL CONTAINING INVASIVE PLANT SPECIES

617.11000024 EQUIPMENT CLEANING FOR INVASIVE PLANT SPECIES

627.50140008 CUTTING PAVEMENT

697.030000BM FIELD CHANGE PAYMENT (FCP)

154.124.121 TC-5

INDEX TO DRAWINGS (SEPARATE FILE)

SHEET DESCRIPTION FILE NO.

1 SHEET COVER

2 INDEX AND ABBREVIATIONS IA-1

3 LEGEND LINE SYMBOLOGY L-1

4 LEGEND POINT SYMBOLOGY L-2

5 GENERAL NOTES AND BIN PLATE DETAIL GN-1

6 TYPICAL SECTIONS TS-1

7 SURVEY CONTROL PLAN, BASELINE TIES, & BENCHMARKS SC-1

8 WORK ZONE TRAFFIC CONTROL NOTES WZTC-1

9 WORK ZONE TRAFFIC CONTROL PLAN WZTC-2

10 WORK ZONE TRAFFIC CONTROL PEDESTRIAN DETOUR WZTC-3

11 WORK ZONE TRAFFIC CONTROL DETOUR PLAN WZTC-4

12 WORK ZONE TRAFFIC CONTROL SIGNS WZTC-5

13 EROSION CONTROL PLAN AND NOTES EC-1

14 MISCELLANEOUS DETAILS MD-1

15 PLAN PL-1

16 PROFILE PR-1

17 PAVEMENT MARKING AND SIGNING PLAN PM-1

18 BRIDGE NOTES BN-1

19 BRIDGE PLAN AND ELEVATION ST-1

20 REMOVAL PLAN AND SECTIONS ST-2

21 BRIDGE SECTION ST-3

22 PRECAST UNIT SECTION AND DETAILS ST-4

23 EXCAVATION PLAN ST-5

24 EXCAVATION SECTIONS ST-6

25 PILE LAYOUT PLAN ST-7

26 BEGIN ABUTMENT PLAN AND ELEVATION ST-8

27 END ABUTMENT PLAN AND ELEVATION ST-9

28 FOOTING REINFORCEMENT PLAN ST-10

29 WINGWALL REINFORCEMENT ELEVATIONS ST-11

30 WINGWALL REINFORCEMENT SECTIONS ST-12

31 HEADWALL PLAN AND DETAILS ST-13

32 RAILING LAYOUT PLAN ST-14

33 STEEL BRIDGE RAILING - FOUR RAIL (SHEET 1 OF 4) ST-15

34 STEEL BRIDGE RAILING - FOUR RAIL (SHEET 2 OF 4) ST-16

35 STEEL BRIDGE RAILING - FOUR RAIL (SHEET 3 OF 4) ST-17

36 STEEL BRIDGE RAILING - FOUR RAIL (SHEET 4 OF 4) ST-18

37 ESTIMATE OF QUANTITIES EOQ-1

6.26PT LABOR AND EMPLOYMENT

00 01 50-1

SECTION 00 01 50

LABOR AND EMPLOYMENT

00 01 50.01 GENERAL

A. The Contractor and every Subcontractor on public works contracts shall comply with Article 8 of the State Labor Law, as amended.

00 01 50.02 POSTING MINIMUM WAGE RATES & KEEPING RECORDS

A. The Contractor and every Subcontractor on public works contracts shall post in a prominent and accessible place on the Site a legible statement of all wage rates and supplements as specified in the Contract to be paid or provided, all redeterminations of such schedules as the case may be, for the various classes of mechanics, workmen and laborers employed on the work. Other notices to be posted are the Workers’ Compensation Law Section 51 notice, the Department of Labor notice that this project is a public work project on which each worker is entitled to receive the prevailing rate of wages and supplements for the occupation at which he or she is working, and all other notices required by law to be posted at the site. The Contractor shall maintain such notices in a legible manner, written in plain English in lettering no smaller than two inches in height and two inches in width, weatherproof, and shall replace any notice or schedule which is damaged, defaced, illegible or removed for any reason.

B. The Contractor and every Subcontractor shall keep original payrolls or verified transcripts thereof showing the hours and days worked by each workman, mechanic or laborer, the occupation at which he worked, the hourly wage rate paid and the supplements paid or provided, on the Site, when the Contractor or Subcontractor maintains no regular place of business in New York State and where the amount of the Contract is in excess of $25,000. All other Contractors and Subcontractors shall produce within five days on the Site and upon formal order of the Commissioner of Labor or his designated representative such original payrolls or verified transcripts thereof, as may be deemed necessary to adequately enforce the provisions of this Section.

C. Notwithstanding the aforementioned requirements, every Contractor and Subcontractor shall submit to the Owner within thirty days after issuance of its first payroll, and every thirty days thereafter, a transcript of the original payroll record, as provided by Article 8 of the Labor Law, subscribed and affirmed as true under penalties of perjury. The original payrolls or transcripts shall be preserved for three years from the completion of the work.

LABOR AND EMPLOYMENT 6.26

00 01 50-2

00 01 50.03 NON-DISCRIMINATION AND LABOR PRACTICES

A. In accordance with Section 220-e of Article 8 of the State Labor Law, the Contractor agrees:

1. That in the hiring of employees for the work of this Contract or any Subcontract, neither he nor any Subcontractor, nor any person acting on behalf of the Contractor, or any Subcontractor, shall by reasons of race, creed, color, 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 his employment relates; and

2. That neither the Contractor, nor any Subcontractor, nor any person on his behalf shall, in any manner, discriminate against or intimidate any employee hired for the performance of work under this Contract on account of race, creed, color, sex, disability or national origin; and

3. That there may be deducted from the amount payable to the Contractor by the Owner, a penalty of Fifty Dollars for each person for each calendar day during which such person was discriminated against or intimidated in violation of the provisions of this Contract; and

4. That this Contract may be cancelled or terminated by the Owner, and all monies due or to become due hereunder may be forfeited, for a second or any subsequent violation of the terms or conditions of this Section of the Contract; and

5. That the aforesaid provisions of this Section covering contracts for the manufacture, sale or distribution of materials, equipment or supplies shall be limited to operations performed within the territorial limits of the State of New York.

A. 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, creed, sex, color, disability or national origin, and will take affirmative action to insure that they are afforded equal employment opportunities without discrimination because of race, creed, 00 01 50-3 sex, color or national origin. Such action shall be taken with reference, but not be limited to: recruitment, employment, job assignment, promotion, upgrading, demotion, transfer, layoff or termination, rates of pay or other forms of compensation, and selection for training or retraining, including apprenticeship and on-the-job training.

2. The Contractor will send to each labor union or representative of workers with which he has or is bound by a collective bargaining or other agreement or understanding, a notice to be provided by the State Division of Human Rights, advising such labor union or representative of the Contractor's agreement under subparagraphs (1) through (7) (hereinafter called "non-discrimination clauses"). If the Contractor was directed to do so by the contracting agency as part of the Bid or negotiation of this Contract, the Contractor shall request such labor union or representative to furnish him with a written statement that such labor union or representative either will affirmatively cooperate, within the limits of its legal and contractual authority, in the implementation of the policy and provisions of these non-discrimination clauses or that it consents and agrees that recruitment, employment and the terms and conditions of employment under this Contract shall be in accordance with the purposes and provisions of these non-discrimination clauses. If such labor union or representative fails or refuses to comply with such a request that it furnish such a statement, the Contractor shall promptly notify the State Division of Human Rights of such failure or refusal.

3. The Contractor will post and keep posted in conspicuous places, available to employees and applicants for employment, notices to be provided by the State Division of Human Rights setting forth the substance of the provisions of subparagraphs (1) and (2) and such provisions of the State's laws against discrimination as the State Commissioner of Human Rights shall determine.

00 01 50-4

4. The Contractor will state, in all solicitations, or advertisements for employees placed by or on behalf of the Contractor, that all qualified applicants will be afforded equal employment opportunities without discrimination because of race, creed, sex, color, disability or national origin.

5. The Contractor will comply with the provisions of Sections 291-299 of the Executive Law and the Civil Rights Law, will furnish all information and reports deemed necessary by the State Commissioner of Human Rights under these non-discrimination clauses and such sections of the Executive Law, and will permit access to his books, records and accounts by the State Commissioner of Human Rights, the Attorney General and the Commissioner of Labor for purposes of investigation to ascertain compliance with these non-discrimination clauses and such sections of the Executive Law and Civil Rights Law.

6. This Contract may be forthwith cancelled, terminated or suspended, in whole or in part, by the contracting agency upon the basis of a finding made by the State Commissioner of Human Rights that the Contractor has not complied with these non-discrimination clauses, and the Contractor may be declared ineligible for future contracts made by or on behalf of the State or a public authority or agency of the State, until he satisfies the State Commissioner of Human Rights that he has established and is carrying out a program in conformity with the provisions of these non-discrimination clauses. Such finding shall be made by the State Commissioner of Human Rights after conciliation efforts by the State Division of Human Rights have failed to achieve compliance with these non-discrimination clauses and after verified complaint has been filed with the State Division of Human Rights, notice thereof has been given to the Contractor and an opportunity has been afforded him to be heard publicly before the State Commissioner of Human Rights or his designee. Such sanctions may be imposed and remedies otherwise provided by law.

00 01 50-5

7. The Contractor will include the provisions of sub-paragraph (1) through (7) of this paragraph A and in every Subcontract or purchase order in such a manner that such provisions will be binding upon each Subcontractor or vendor as to operations to be performed within the State of New York. The Contractor will take such action in enforcing such provisions of such Subcontract or purchase order as the contracting agency may direct, including sanctions or remedies for non-compliance. If the Contractor becomes involved in or is threatened with litigation with a Subcontractor or vendor as a result of such direction by the contracting agency, the Contractor shall promptly so notify the Attorney General, requesting him to intervene and protect the interest of the State of New York.

B. It is hereby agreed that all applicable provisions of the Labor Law of the State of New York shall be carried out in the performance of this Contract.

C. This agreement shall be void and of no effect unless the Contractor shall secure compensation insurance for the benefit of, and keep insured during the life of this agreement, such employees engaged therein as are required to be insured by the provisions of the Worker's Compensation Law of the State of New York.

00 01 50.04 LEGAL DAY'S WORK

A. In accordance with Section 220 (2) of Article 8 of the State Labor Law, no laborer, workman or mechanic employed by the Contractor, a Subcontractor or other person doing or contracting to do any part of the work shall be permitted or required to work more than eight hours in any one calendar day or more than five days in any week except in cases of extraordinary emergency including fire, flood or danger to life or property, or in case of national emergency when so proclaimed by the President of the United States.

00 01 50.05 WAGE RATES

A. In accordance with Section 220 of Article 8 of the State Labor Law, the wages to be paid for a legal day's work, as hereinbefore defined, to laborers, workmen or mechanics employed by the Contractor or Subcontractors, shall be not less than

00 01 50-6 the prevailing rate of wages as hereinafter defined. Each laborer, workman or mechanic employed by the Contractor, Subcontractors, or other person upon or about the work, shall be paid not less than the wages and supplements herein provided.

C. Any person or corporation that willfully pays or provides less than the stipulated wage scale or supplements shall be guilty of a misdemeanor and upon conviction shall be punished as provided by law.

D. It shall be the duty of the Commissioner of Labor, or, if the Owner is a city, the comptroller or other analogous officer of such city, to make a determination of the schedule of wages to be paid all laborers, workmen and mechanics employed on the project (if it is a public works project) including supplements for welfare, pension, vacation and other benefits. These supplements include hospital, surgical or medical insurance or benefits, life insurance or death benefits, accidental death or dismemberment insurance, and pension or retirement benefits.

If the amount of supplements provided by the employer is less than the total supplements shown on the wage schedule, the difference shall be paid in cash to employees.

E. The supplements to be provided shall be in accordance with prevailing practices in the locality. The amount for wages and for supplements listed in the schedule in these Contract Documents does not necessarily include all types of prevailing wages and supplements in the locality, and a future determination by the Commissioner of Labor may require the Contractor to pay increased wages or provide additional supplements.

00 01 50.06 VERIFICATION OF AMOUNTS DUE FOR WAGES AND SUPPLEMENTS

A. In accordance with Section 220-a of Article 8 of the State Labor Law, the New York State schedule of prevailing wages and supplements, as included in this Contract or as subsequently redetermined by the New York State Department of Labor, shall be specifically included in each and every Subcontract, regardless of tier, awarded by the Contractor or his Subcontractors.

B. Subcontractors, regardless of tier, shall provide to the Contractor a verified statement attesting that the Subcontractor has received and reviewed the prevailing wage rate and supplement schedule and agreeing that it will pay its employees the applicable wages and will pay or provide the supplements specified therein. The Contractor shall submit to the Owner copies of all such verified statements.

00 01 50-7

C. The Owner will not make final payment to the Contractor unless and until the Contractor submits the following:

1. verified statements as described in the preceding paragraph

2. certification to the amounts then due from the Contractor to any and all laborers for wages or supplements on account of labor performed upon the work under the Contract

3. certification to the amounts then due from any Subcontractor, regardless of tier, for wages and supplements, on account of labor performed upon the work under the Contract, or shall certify that the Contractor has no knowledge of such amounts owing to or on behalf of any laborers of its Subcontractors.

4. In the event it is determined by the New York State Commissioner of Labor that the wages and/or supplements of any employees of the Contractor’s Subcontractors, regardless of tier, have not been paid or provided pursuant to the appropriate schedule of wages and supplements, the Contractor shall be responsible for payment of such wages or supplements.

00 01 50.07 MINIMUM RATES

A. Federal and New York State Department of Labor wage rates will be in effect on this project.

B. The minimum Federal wage rates and those designated by the Commissioner of Labor of the State of New York are attached; the Contractor is responsible for the higher of the Federal and State rates (from each County). These minimum rates and supplements may be modified during the life of the Contract. If the prevailing wage rates should subsequently be legally modified or increased by any means other than by the action of the Owner, the Contractor shall assume full responsibility for the payment of said increases without recourse to the Owner.

END OF SECTION

6.26 LABOR AND EMPLOYMENT

154.124.121 00 01 50-8

STATE PREVAILING WAGE RATES

The Contractor shall ensure that workers are paid the appropriate wages and supplemental (fringe) benefits. Throughout the Contract, the Contractor shall obtain and pay workers in accordance with periodic wage rate schedule updates from the NYS Department of Labor (NYSDOL). Wage rate amendments and supplements are available on the NYSDOL web site at https://apps.labor.ny.gov/wpp/showFindProject.do?method=showIt. All changes or clarification of labor classification(s) and applicability of prevailing wage rates shall be obtained in writing from the Office of the Director, NYSDOL Bureau of Public Work.

The NYSDOL prevailing wage rate schedule for this Contract has been determined and is available on the internet. The prevailing wage rate schedule is accessed by visiting the NYSDOL web site, navigating to the appropriate web page, and entering the Prevailing Rate Case Number (PRC# 2026026941) for Contract D040980, PIN 2754.86 – Replacement of Lebanon Road (CR 62) Bridge over Stone Mill Brook (BIN 3367070)

A copy of the project specific prevailing wage rate schedule will be provided to the successful Bidder upon award of the Contract. Upon written request, the schedule will be provided to prospective Bidders without internet access.

6.26 ADDITIONAL INSTRUCTIONS

154.124.121 00 01 60-1

SECTION 00 01 60

ADDITIONAL INSTRUCTIONS

00 01 60.01 BORINGS AND SUBSURFACE DATA

A. The Owner has obtained subsurface data at the site of the project. Soil samples taken at the time of the borings were classified by the Boring Contractor and recorded in boring log form. The boring logs are included at the end of this document. This additional information is not a part of the Contract Documents.

00 01 60.02 PRECONSTRUCTION CONFERENCE

A. A preconstruction conference will be held after award of the Contract, but prior to commencement of construction. The Contractor shall have an authorized representative of the firm present at this meeting.

00 01 60.03 POWER OF ATTORNEY

A. Attorneys-in-fact who sign Bid Bonds or Contract Bonds must file with each bond a certified and effectively dated copy of their power of attorney.

00 01 60.04 LAWS AND REGULATIONS

A. The Bidder's attention is directed to the fact that all applicable Federal and State laws, municipal ordinances and the rules and regulations of all authorities having jurisdiction over construction of the project shall apply to the Contract throughout, and they will be deemed to be included in the Contract the same as though herein written out in full.

00 01 60.05 NON-COLLUSIVE BIDDING CERTIFICATION

A. Section 00 04 80 – Construction Contract Requirements, must be executed and accompany the Bid.

00 01 60.06 IRANIAN ENERGY SECTOR DIVESTMENT CERTIFICATION

A. The Bidder hereby represents that said Bidder is in compliance with New York State General Municipal Law Section 103-g entitled “Iranian Energy Sector Divestment”.

ADDITIONAL INSTRUCTIONS 6.26

00 01 60-2 154.124.121

B. By submission of this Bid, each Bidder and each person signing on behalf of any Bidder certifies and in the case of a joint Bid, each party thereto certifies as to its own organization, under penalty of perjury, that to the best of its knowledge and belief, that each Bidder is not on the list created pursuant to NYS Finance Law Section 165-a(3)(b).

C. The Bidder shall submit a signed, notarized and dated Iranian Energy Sector Divestment Certification with its Bid.

D. Said certification is mandated by Section 103-g of the General Municipal Law.

Reference the Iranian Energy Sector Divestment Certification form included in Section 00 03 73 of this Bid Document.

00 01 60.07 PREVENTION OF SEXUAL HARASSMENT COMPLIANCE

A. The Bidder hereby represents that said Bidder is in compliance with New York State General Municipal Law Section 201-g entitled “Prevention of Sexual Harassment”.

B. 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 the Bidder has and has implemented a written policy addressing sexual harassment prevention in the workplace and provides annual sexual harassment prevention training to all of its employees. Such policy shall, at a minimum, meet the requirements of Section 201-g of the Labor Law.

00 01 60.08 INSURANCE

A. The types and amounts of insurances required for this Contract shall be in accordance with Section 107-06 of the NYSDOT Standard Specifications. The insurance shall also name as additional assured or assureds the party or parties specified as follows:

County of Madison Town of Lebanon Barton & Loguidice, D.P.C.

The State of New York New York State Department of Transportation and it’s employees

154.124.121 00 01 60-3

Workers Compensation Insurance with statutory limits and employers liability coverage.

The contractor agrees to obtain and maintain general liability insurance including comprehensive form, premises-operations and broad form contractual with minimum limits of One Million Dollars ($1,000,000) each occurrence and Two Million Dollars ($2,000,000) annual aggregate.

The Contractor also agrees to obtain and maintain automobile liability insurance for owned, hired and non-owned vehicles with minimum limits of not less than One Million Dollars ($1,000,000) combined single limit for bodily injury and property damage.

Umbrella or Excess liability insurance with a limit of $5,000,000 per occurrence and a general aggregate of $5,000,000.

Disability Benefits – New York State Statutory Requirements.

The required insurance policies shall be endorsed to include Madison County as an additional insured. Also, to include the provision that the issuing company(s) will notify the certificate of insurance holder, who shall be Madison County, located in the County Office Building, Wampsville, New York 13163, by certified mail thirty (30) days prior to any change diminishing coverage, limits, cancellation or non-renewal of the insurance policies. For the duration of this Contract, the issuing company(s) shall notify the certificate of insurance holder upon renewal of the policies.

00 01 60.09 CONTRACT DRAWINGS

A. It should be noted that the New York State Department of Transportation Standard Sheets are considered a part of the Contract Drawings although they are not attached to the Contract Drawings.

00 01 60.10 CONTRACT SPECIFICATIONS

A. The Specifications covering work on this Contract are the General Requirements and Specifications enclosed herein and the updated “New York State Standard Specifications”, and any Addenda and as modified by current Engineering Instructions. The updated “New York State Standard Specifications”, and any Addenda and as modified by Current Engineering Instructions is available to be viewed and downloaded at the New York Department of Transportation website (at www.dot.ny.gov).

00 01 60-4 154.124.121

B. When references are made in these Specifications to the “New York State Department of Transportation Standard Specifications, Construction and Materials” and terms in these Specifications refer to the State, Department, Commissioner, Executive Deputy Commissioner, Comptroller, Division, Bureau Regional Director, or Chief Engineer, it shall be assumed that the Owner is implied; reference to the Engineer or Inspector shall mean that the Engineer representing the Owner is implied.

00 01 60.11 SPECIAL CONDITIONS

A. The Contractor shall maintain at all times a safe and adequate ingress and egress to and from all residences and private and public places of business for both vehicular and pedestrian traffic.

00 01 60.12 PAYROLL RECORDS

A. The Contractor and any subcontractors shall submit weekly to the Engineer, payroll records which shall cover all days from the commencement of construction to the date of completion.

00 01 60.13 EMERGENCY SERVICES/SCHOOL CONTACTS

A. The Contractor shall contact the appropriate school and emergency services organizations with respect to the effect of road work, travel lane restrictions, intersection closures, and temporary signal activation on operations. This contact shall be made as conditions change and at least two weeks prior to the implementing of each traffic phase and/or detour to allow adequate time for the organizations to coordinate and make necessary adjustments to response schedules and routes.

00 01 60.14 ENVIRONMENTAL PERMITS

A. The required environmental permits have been obtained by the Owner. The Contractor shall perform the work in strict accordance with the terms and requirements of the permits. Copies of the permits are enclosed at the end of this Section.

B. The Owner may conduct a sweep survey of the creek following completion of Contractor's work to ascertain that the bottom has been restored to the original depth. Any material requiring removal as a result of the sweep survey shall be removed by the Contractor at no additional cost to the Owner.

154.124.121 00 01 60-5

00 01 60.15 HIGHWAY WORK PERMIT

A. The project does not require a highway work permit.

00 01 60.16 RAILROAD COORDINATION

A. There are no railroads that will be affected by this project.

00 01 60.17 UTILITY COORDINATION

A. The following utilities are present at the site:

Electric – Owned by NYSEG Phone: (607) 304-7517 James Raymond Telephone – Owned by Frontier Phone: (607) 316-9362 Michael Curtis Fiber Optic – Owned by Frontier Phone: (607) 316-9362 Cable – Owned by Spectrum Phone: (607) 768-8241 Jeff Bohne

B. Utility agreements with each Owner are attached at the end of this Section and specify the proposed temporary or permanent relocations. The Contractor should review these agreements and notify the Engineer immediately if any additional relocations are required. A summary of the required utility coordination is included in the “Coordination with Utilities” special note following this Section.

00 01 60.18 WORK COMPLETED BY OTHERS

A. The project does not include work to be completed by others.

00 01 60.19 BRIDGE/BAT SURVEY

A. The Contractor shall coordinate with the Engineer to complete a Bridge/Bat survey prior to demolition of the superstructure. The Engineer will complete the survey within three (3) days after notification by the Contractor that they intend to start work. The Contractor shall not begin demolition until the survey is complete.

00 01 60-6 154.124.121

00 01 60.20 DBE PARTICIPATION PACKAGE

A. This project does not require a D/M/WBE utilization package.

00 01 60.21 SPECIAL NOTES

A. The following Special Notes attached after this Section shall be incorporated into the Contract Documents.

00 01 60.22 ENGINEER’S FIELD OFFICE

A. The Contractor shall provide an Engineer’s Field Office. See attached Special Notes for additional information and requirements regarding the Engineer’s Field Office.

00 01 60.23 INSPECTION AND TESTING

A. It is the intent of the Specifications that materials of construction shall be obtained from approved sources of the New York State Department of Transportation.

B. When inspections, tests, analyses, etc., are required by the Plans or Specifications or ordered by the Engineer in accordance with the Plans or Specifications, they shall be performed at the expense of the Owner. All quality assurance testing of PEM concrete shall be performed at the expense of the Contractor and noted in the Specifications.

SECTION 00160

SPECIAL NOTES

- BRIDGE (BIN) PLATES

- CONCRETE TRUCK WASHOUT FACILITY

- PG BINDER AND MIX DESIGN LEVEL

- FUEL PRICE ADJUSTMENT

- ASPHALT PRICE ADJUSTMENT

- ENGINEER’S OFFICE

- COORDINATION WITH THE UTILITY SCHEDULE

- UTILITY AGREEMENTS

- ENVIRONMENTAL PERMITS

BRIDGE (BIN) PLATES

SPECIAL NOTE

BRIDGE IDENTIFICATION NUMBER (BIN) PLATE

One Bridge Identification Number (BIN) plate is required for each bridge in this contract. For each bridge there may, or may not, be an existing BIN plate. Therefore, one of the following conditions will exist with regard to BIN plates for any particular structure:

Condition 1 A BIN plate is attached to the structure but the nature of the work to be done does not require its removal.

Condition 2 A BIN plate is attached to the structure and the nature of the work to be done requires its removal.

Condition 3 A BIN plate is attached to the structure and is defaced, or otherwise damaged or incorrect.

Condition 4 A BIN plate is not attached to the structure.

Under Condition 1 the Contractor's sole obligation shall be to protect the plate from damage during the course of the work.

Under Condition 2 the Contractor shall be required to remove and store the BIN plate until such time as the BIN plate may be reinstalled without danger of damage from construction operations. This requirement shall also apply if the BIN plate is being transferred from an existing abandoned bridge to a new in-service bridge. The Contractor shall furnish all necessary expansion anchors.

Under Condition 3 the Contractor shall be required to furnish and install a new BIN plate and remove the damaged BIN plate. The Contractor shall furnish the panel with reflective background, numerals, and expansion anchors. IF the BIN number cannot be deciphered the Engineer will supply the number.

Under Condition 4 the Contractor shall be required to furnish and install a BIN plate on the completed structure. The Engineer will supply the Bridge Identification Number. The Contractor shall furnish the panel with reflective background, numerals, and expansion anchors.

Regardless of which condition governs the BIN plate installation, should damage occur to the BIN plate and the Engineer determines it cannot be repaired, the Contractor shall furnish a new plate consisting of the panel with reflective background, numerals, and expansion anchors at no expense to the State. If the Engineer determines the BIN plate may be repaired, repair shall be done at no expense to the State. This requirement applies to all four conditions.

The material requirements for the three parts of the BIN plate are:

Panel with Reflective Background. The aluminum panel and reflective background shall conform to the material and fabrication requirements of Material Specification 730-01, Aluminum Sign Panels. The background material shall be green reflective sheeting conforming to Materials Specification 730-05.01 (Class A Sheeting). The size of the panels shall be 1/8 inch thick by 3 inch by 12 inch. The panels shall have two 5/16 inch drilled or punched holes for mounting, located 1/2 inch from the ends of the panel and 1 1/2 inch from the top or bottom of the panel.

The reflective sheeting used to form the background shall be a minimum of 3 inches wide by 10 inches long or may be a full 12 inches long.

Numbers. The numbers shall be reflective sheeting conforming to Materials Specification 730-

05.01 (Class A Sheeting), except that the adhesive shall be pressure-sensitive such that the numbers can be applied to the background in the field. The numbers shall be 2 inches high and silver-white in color conforming to FHWA Series C dimensions.

Prior to placing the cutout numbers on the panel, the reflective background shall be clean and free of dirt and oil which may adversely affect proper adhesion. The numbers shall be placed on the reflective background, perpendicular to the longitudinal axis of the panel, and vertically centered.

The reflective background and numbers shall be coated and/or edge sealed in accordance with the recommendations of the sheeting manufacturer.

Expansion Anchors. 1/4-inch diameter by 1 1/2-inch-long stainless steel nail drive expansion anchors meeting GSA Specification A-A-1922 shall be used to attach the BIN plates to concrete and masonry surfaces.

The BIN plate shall be attached to the beginning abutment of the bridge using expansions anchors. The BIN plate shall be placed high on the abutment, near the fascia of the bridge.

The cost of this work shall be included in the various items of the contract.

CONCRETE TRUCK WASHOUT FACILITY

CONCRETE TRUCK WASHOUT FACILITY

One or more facilities meeting the requirements of NYSDEC’s New York State Standards and Specifications for Erosion and Sediment Control, aka “The Blue Book”, are required on this project site to collect cleaning water and waste from all concrete work. Costs to construct the facility(ies) are to be included in the bid price for concrete items contained in this contract. If a facility is not constructed for this contract, all concrete trucks will be required to return to the concrete plant to wash out.

PG BINDER AND MIX DESIGN LEVEL

PG BINDER AND MIX DESIGN LEVEL

Requirements of this note apply to all Section 402 and Section 404 Asphalt (HMA and WMA) items in this contract.

PG BINDER

Use a PG 64S-22 (Standard) meeting the requirements of AASHTO M 332, Standard Specification for Performance Graded Asphalt Binder using Multiple Stress Creep Recovery (MSCR), for the production of hot mix asphalt mixtures for this project.

Terminal Blend Crumb Rubber modifier may be used for this PG binder.

When terminal blend CRM PG binder is used, the following shall apply:

Crumb rubber particles shall be finer than #30 sieve size.

The CRM PG binder shall be storage-stable and homogeneous.

The Dynamic Shear Rheometer (DSR) shall be set at 2-mm gap.

The CRM PG binder shall be 99% free of particles retained on the 600 µm sieve as tested in accordance with Section 5.4 of M 332.

Use of polyphosphoric acid (PPA) to modify the PG binder properties is prohibited for mixtures under this contract. This prohibition also applies to the use of PPA as a cross-linking agent for polymer modification.

MIX DESIGN

The mixture designs must be developed in accordance with the criteria specified in the HMA items that are appropriate for the Mixture Design Level of 50 gyrations.

Note: The PG binder for this project may be modified with CRM additives to meet the requirements stated above. Handling of the HMA shall be discussed at pre-construction and pre-paving meetings.

FUEL PRICE ADJUSTMENT

US CUSTOMARY FUEL PRICE ADJUSTMENT

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FUEL PRICE ADJUSTMENT1 CONVERSION FACTORS

MATERIAL DESCRIPTION CONVERSION FACTOR ITEM NUMBER2,7

Unclassified Excavation 0.35 gal/yd3 203.02

Embankment 0.10 gal/yd3 203.03, 620.XX

Fill 0.45 gal/yd3 203.05, 203.06, 203.07, 203.08XX, 203.20, 203.21, 203.25

Controlled Low Strength Material 1.00 gal/yd3 204.01, 204.02, 204.03, 204.04

Trench / Culvert / Structure Excavation 0.50 gal/yd3 206.01, 206.0201

Bituminous Stabilized Course 1.40 gal/yd3 302.01, 307.01

Subbase Course 1.00 gal/yd3 304 Items

Asphalt Mixtures 2.50 gal/ton 404 Items3, 405.01, 406 Items3, 421 Items3, 608.0201023, 619.06014, 624.02XXXX3,4, 633.143,4, 633.153,4, 633.163,4

Diamond Grinding 0.13 gal/yd2 505 Items3

Milling 0.10 gal/yd2 490 Items

Cold Recycling Asphalt Concrete 0.08 gal/yd2 416.XXXXXXRR

Portland Cement Concrete Pavement 1.00 gal/yd3 502 Item3, 503.1010, 603.1011, 503.1012 Fill Type Retaining Walls 0.45 gal/yd3 554.30XX5, 554.315, 554.4X5

Footing Concrete & Concrete for Structures

– All classes

1.00 gal/yd3 555.0104, 555.0105, 555.05, 555.06, 555.07, 555.08, 555.09, 555.10, 555.11, 555.0011, 555.0012, 555.0021, 555.0022, 555.0031, 555.0032

Structural Approach Slabs 0.33 gal/yd2 557.2001, 557.2002, 557.2003, 557.2009, 557.22, 557.1011, 557.1012, 557.1013, 557.1019, 557.2019

Superstructure Slabs with bottom formwork

0.25 gal/yd2 557.01XX, 557.07, 557.30, 557.41XX, 557.1111, 557.1112, 557.1113, 557.1119, 557.13, 557.2119

Superstructure Slabs - no bottom formwork 0.15 gal/yd2 557.05XX, 557.09, 557.43XX, 557.1211, 557.1212, 557.1213, 557.1219, 557.2219

Overlay Concrete 0.05 gal/yd2 584.3001nn, 584.3002nn, 584.3009nn, 584.3101nn, 584.3102nn, 584.3103nn, 584.3109nn, 584.3200nn, 584.0301nn, 584.0302nn, 584.0303nn, 584.0309nn, 584.0320nn

Concrete Barrier, Type A 0.16 gal/ft 606.3001, 606.3021, 606.3031

Concrete Barrier, Type B 0.19 gal/ft 569.01, 606.3002, 606.3022, 606.3032

Concrete Barrier, Type C 0.22 gal/ft 606.3003, 606.3023, 606.3033

Concrete Barrier, Half Section 0.11 gal/ft 569.02, 569.06, 606.3004, 606.3024, 606.3034

Concrete Barrier, Single Slope 0.23 gal/ft 569.05, 569.07, 606.3041, 606.3043, 606.3044

US CUSTOMARY FUEL PRICE ADJUSTMENT

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FUEL PRICE ADJUSTMENT1 CONVERSION FACTORS

MATERIAL DESCRIPTION CONVERSION FACTOR ITEM NUMBER2,7

Concrete Barrier Texas & Wide, Single Slope

0.28 gal/ft 569.08, 606.3051, 606.3053, 606.3054

Concrete Barrier Half Section, Single Slope 0.17 gal/ft 569.04, 606.3061, 606.3063, 606.3064 Vertical Faced Concrete Parapet 0.10 gal/ft 569.03

Removal and Replacement of Structural Concrete

1.00 gal/yd3 582.05, 582.0051

Gravel, Stone, Slag 1.00 gal/yd3 411.01, 411.02, 411.03, 623.1X

Concrete Sidewalks and Driveways 1.00 gal/yd3 608.01XX

Concrete Curb 0.10 gal/ft 609.04XX, 609.05XX

Topsoil 0.45 gal/yd3 610.10, 610.11XX, 610.14XX

Turf Establishment - Performance 0.05 gal/yd3 610.16010020

Notes:

1. In accordance with Standard Specification §698-3.02, the index value for the fuel price adjustment is the posted price for the month of bid letting.

2. Item Number - This is the contract pay item number under which these materials are most frequently paid.

Unless indicated otherwise, materials similar to those indicated under the column entitled “Material Description” are also eligible for adjustment using the factor listed for a similar material with the same pay units regardless of the actual contract pay item number.

3. Quality Adjustment Items (404/406/502/505/555/557/569/582/584/608/624) are not eligible for fuel price adjustment.

4. Fuel Price Adjustment Conversion Factor based on units of TONS of asphalt placed, not the pay units of this item.

5. Fuel Price Adjustment Conversion Factor based on units of CY of backfill paid under this item, not the pay units of this item.

FUEL PRICE ADJUSTMENT1 CONVERSION FACTORS

ASPHALT PRICE ADJUSTMENT

US CUSTOMARY ASPHALT PRICE ADJUSTMENT

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ASPHALT PRICE ADJUSTMENT1 CONVERSION FACTORS

MATERIAL DESCRIPTION CONVERSION FACTOR ITEM NUMBER2

Bituminous Stabilized Course 0.065 t PGB/yd3 302.01

Asphalt Treated Permeable Base, Type 2

0.035 t PGB/t 404.0289

Shim Course 0.0825 t PGB/t 404.0589

6.3 Top Course 0.067 t PGB/t 404.068X, 406.068X

9.5 Top Course, T&L, Shoulder Course 0.062 t PGB/t 404.09XX, 404.4189, 406.09XX

9.5 Stone Matrix Asphalt 0.067 t PGB/t 421.095Z01RR

12.5 Top Course, T&L, Shoulder Course, Binder Course

0.055 t PGB/t 404.12XX, 404.4289, 406.12XX

12.5 Stone Matrix Asphalt 0.060 t PGB/t 421.125Z01RR

19 Binder Course 0.049 t PGB/t 404.19X9, 404.4389, 406.19X9

19 Stone Matrix Asphalt 0.054 t PGB/t 421.195Z01RR

25 Binder Course 0.045 t PGB/t 404.25X9, 404.4489, 406.25X9

37.5 Base Course, Binder Course 0.040 t PGB/t 404.37X9, 404.4589, 406.37X9 Paver Placed Surface Treatment, Types A, B, and C 0.064 t PGB/t 415.0X0F0118

Micro-Surfacing, Quick-Set Slurry 0.078 t PGB/t 413.0X0F0118, 414.0X0F0118 Straight Tack Coat 0.0026 t PGB/gal 407.0103

Asphaltic Sealants (ASTM 6690) 0.0027 t PGB/gal 402.75XXXX18, 402.76XX0018

Chip Seal 0.0027 t PGB/gal 410.30, 410.02030006

Asphalt Emulsion for Cold Recycling 0.0027 t PGB/gal 416.02XX00RR, 416.20XX00RR, 416.2X, 416.21XX00RR

Fog Seal and Dilute Tack Coat 0.0016 t PGB/gal 407.0102, 407.01XXXXRR, 410.40, 416.30, 416.040000RR, 416.300000RR

PG Binder for Cold Recycling 0.0043 t PGB/gal 416.22, 416.030000RR, 416.22000018

Asphaltic Sealant – Clean & Seal 0.00004 t PGB/LF

0.225 t PGB/LNMI

402.76XX0008, 412.76XX0001

Asphaltic Sealant – Treating Cracks 0.240 t PGB/LNMI 412.76040001

Asphaltic Sealant – Rout & Seal 0.00005 t PGB/LF

0.270 t PGB/LNMI

402.760100RR, 412.760100RR,

412.760300RR

Repair of Asphalt Pavement, Temporary Asphalt

See Note 4 633.14, 633.15, 633.16, 619.06XX

Truing and Leveling, Asphalt Sidewalks, Driveways, Bike Paths, Gutters

See Note 5 404.0179, 404.0189, 406.0179, 406.0189, 608.020102, 624.02XXXX

Waterproof Bridge Deck Overlay 0.0725 t PGB/t 402.907X0X18

US CUSTOMARY ASPHALT PRICE ADJUSTMENT

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Notes:

1. In accordance with Standard Specification §698-3.01, the index value for the asphalt price adjustment is the average posted price of Performance Graded Binder (PGB) for the month of bid letting.

2. Item Number - This is the contract pay item number under which these materials are most frequently paid. Unless indicated otherwise, materials similar to those indicated under the column entitled “Material Description” are also eligible for adjustment using the factor listed for a similar material with the same pay unit regardless of the actual contract pay item number.

3. Quality Adjustment Items (404/406/608/624) are not eligible for asphalt price adjustment.

4. Asphalt Price Adjustment Conversion Factor based on unit of TON of asphalt placed, not the pay unit of this item. The conversion factor for Asphalt Pavement Repair and Temporary Asphalt will be based on the actual asphalt mixture used.

5. The conversion factor for Truing and Leveling, Driveways, and other items that allow asphalt mix options, will be based on the actual asphalt mixtures used.

6. A two-digit suffix (RR) at the end of a contract pay item indicates a special specification.

7. The conversion factors for Asphalt Mixtures with slag shall be increased by 25%.

8. t = ton; LF = linear feet; LNMI = lane miles

ASPHALT PRICE ADJUSTMENT1 CONVERSION FACTORS

ENGINEER’S OFFICE

ENGINEER’S FIELD OFFICE

Shelf Notes for Field Trailer - Small Project REV 2025 (ID 1692306).docx

Attention is directed to Standard Specification Item 637.1N Engineer’s Field Office, Type N. In addition to the requirements of Section 637-2.01, the Contractor shall provide provisions for a high speed internet connection that is acceptable to the Engineer.

Also, under Section 637-2.01, add Subsection “X” consisting of the following:

X. Multifunction Machine. The multifunction machine shall meet the following specifications:

Print/scan up to 11x17 paper size 250 sheet paper tray

30 ppm print speed

Duplex printing capability

16 ppm color copy speed Reduction/Enlargement capability (25%-400%)

CPU (Processor) Speed – 576 MHz

25 ipm scan speed

Two reams of white paper shall be provided for each paper size (8.5” x 11” and 11” x 17”) as initial stock. The supply of paper/ink shall be replenished by the Contractor as required by the Engineer. Provide a Phone/Line surge protector, 15 amps, and four outlets with circuit breaker control and surge failure indicator light and/or 300W power inverter; if requested. Provide an USB port cord for connection to multifunction copier. All owners’ manuals and software necessary to connect the multifunction machine to a computer shall be provided.

COORDINATION WITH THE UTILITY SCHEDULE

COORDINATION WITH THE UTILITY SCHEDULE

The Contractor must coordinate his schedule of operations with the utility owners involved with the project and shall verify utility information found in the Contract Documents. The following utility relocation work to be performed by the respective utility companies is anticipated to occur prior to the start of the Contractor’s operations on this project. The Contractor shall be responsible for coordinating all work with the utility companies.

New York State Electric and Gas (NYSEG) – Overhead Electric

NYSEG will place two temporary utility poles north of the bridge and relocate the overhead electrical lines onto the temporary utility poles. The electrical lines will remain functional for the duration of construction.

Contact: James Raymond (607) 304-7517

Spectrum – Overhead Cable Line

Spectrum will relocate the overhead cable line onto the temporary utility poles north of the bridge following the completion of NYSEG’s relocation work. The cable line will remain functional for the duration of construction.

Contact: Jeff Bohne (607) 768-8241

Frontier – Overhead Telephone/Fiber Lines

Frontier will relocate the overhead telephone and fiber lines onto the temporary utility poles north of the bridge following the completion of Spectrum’s relocation work. The telephone and fiber lines will remain functional for the duration of construction.

Contact: Mike Curtis (607) 316-9362

UTILITY AGREEMENTS

Z:\BL-Vault\ID2\18217AD2-1C71-4823-8927-99D5C4054147\0\3528000-3528999\3528452\L\L\Utility Agreement - Frontier (ID 3528452).doc

REF. # 2754.86

UTILITY WORK AGREEMENT

Since the construction, reconstruction, or maintenance of the transportation project described above and further identified as: Replacement of Lebanon Road (CR-62) Bridge over Stone Mill Brook

Capital Project Identification No. 2754.86 F.A. Project No.

ROW Declaration No. Map Nos.

Parcel Nos. County of Madison

Contract No

Project Description: Lebanon Rd (CR-62) over Stone Mill Brook Bridge Replacement Project necessitates the adjustment of utility facilities as hereinafter described, the owner, Frontier Communications , of said facilities herewith agrees with the Local Sponsor that this agreement shall apply to the accommodation of these utility facilities. Any adjustment of said facilities will be accomplished under the terms of this agreement, in accordance with the Rules and Regulations Governing the Accommodation of utilities within the State Highway Right-of-Way, in compliance with the attached Special Notes and in accordance with the contract plans, specifications, proposal, amendment(s) or change order(s).

I. Existing Facilities (describe type, size, capacity, location, etc.)

Overhead utility lines run diagonally over the bridge from the east side to the west side from pole NYSEG 153 (northeast of bridge) to poles NYSEG 154 and NYSEG 155 (southwest of bridge).

presently located on Town of Lebanon Right-of-Way (indicate State, County,…