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Construction Management & Inspection Services For 2018 Srts – Downtown Connection Project Phase – Rfp Documents 3
BID #: Federal Project No. D00S650
NJDOT Job No. 6306423
ISSUED: 12/16/2025
DUE: 1/8/2026
VALUE: TBD
70
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Executive Summary
This is an RFP for construction management and inspection services for the 2018 SRTS – Downtown Connection Phase I project in High Bridge, New Jersey. The project involves sidewalk improvements along Hart Street and Central Avenue. Sealed bids must be received by the Borough Administrator by 11:00 AM on January 8, 2026. Bid documents and specifications are available for download from the Borough of High Bridge website.
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--- Document: Construction Management & Inspection Services For 2018 Srts – Downtown Connection Project Phase – Rfp Documents 3 Document ---
BOROUGH OF HIGH BRIDGE
HUNTERDON COUNTY, NEW JERSEY
2018 SRTS – DOWNTOWN CONNECTION
PHASE I
BOROUGH OF HIGH BRIDGE, HUNTERDON COUNTY, NJ
Safe Routes to School Project
Sidewalk Improvements along Hart Street and Central Avenue
Federal Project No. D00S650
NJDOT Job No. 6306423
BID DOCUMENTS AND SPECIFICATIONS
DECEMBER 2025
PREPARED BY:
GREENMAN-PEDERSEN, INC.
520 US Highway, Suite 200
Bridgewater, NJ 08807
(THIS PAGE INTENTIONALLY LEFT BLANK)
TABLE OF CONTENTS
Part 1 – Bid Documents
Notice To Bidders ………………………………………………………………………................. 2 Pages
Bid Document Checklist ………………………………………………………………………...... 1 Page
Bid Proposal Form………………………………………………………………………………….. 3 Pages
Exhibit A ADA………………………………………………………………………....................... 1 Page
Exhibit B Mandatory EEO Language ……………………………………………………………. 3 Pages
Affirmative Action Compliance Notice ……………………………………………………………. 1 Page
Bid Bond………………………………………………………………………................................ 1 Page
Bidder Qualifications ……………………………………………………………………….......….. 2 pages
Consent of Surety ………………………………………………………………………................. 1 Page
Acknowledgement of Receipt of Addenda ………………………………………………………. 1 Page
Stockholder Disclosure Certification ……………………………………………………………… 1 Page
Non-Collusion Affidavit ………………………………………………………….…………............ 1 page
Debarred List Affidavit ……………………………………………………………………….......... 1 Page
Disclosure of Subcontractors ……………………………………………………………………… 1 Page
Disclosure of Investments in Iran ……………………………………………………………...…. 2 Pages
Byrd Anti-Lobbying Amendment Certification ……………….………………………………….. 1 Page
Part 2 – Specifications
Supplemental Specifications and Special Provisions ………………………………….…….……... 69 Pages
Federal Aid Attachments - Specifications…………………………..................................... Appendix A
Federal Prevailing Wage Rates (Davis-Bacon Act) ……………………….……….……… Appendix B
New Jersey Prevailing Wage Rates – Hunterdon County ..………………….….......….. Appendix C
New Jersey Prevailing Wage Rates – Statewide ............................................................ Appendix D
NJDOT Monthly Employment Utilization CC-257R Electronic Reporting Instructions …. Appendix E
ADA Links………………………………………………………………………..……………… Appendix F
Debarred List…………………………………………………………………
Appendix G
Advisory Notice to all Bidders ……………………………………………………….……….. Appendix H
NJDEP FHA IP & Hunterdon County SCD Certification…..…………….………………
Appendix I
Notice to Bidders
Page 1
BOROUGH OF HIGH BRIDGE
HUNTERDON COUNTY, NEW JERSEY
__________________________________________________
2018 Safe Routes to School – Downtown Connection Phase I
__________________________________________________
NOTICE TO BIDDERS
PUBLIC NOTICE IS HEREBY GIVEN that sealed bids for:
2018 SRTS – Downtown Connection Phase I
will be received by the Borough Administrator up to 11:00AM prevailing time on January 8, 2026, at which
time they will be publicly opened and read aloud at the Borough of High Bridge Municipal Building, 97 West
Main Street, High Bridge, NJ 08829.
Bid forms, contract documents, specifications, and plans are available only for downloading from the Borough
of High Bridge website at http://highbridge.org. A hard copy of the documents will be available for review
only by appointment in the Borough of High Bridge Municipal Building, 97 West Main Street, High Bridge, NJ
08829.
Bidders are notified that they must comply with the New Jersey Prevailing Wage Act (Chapter 150 of the
Laws of 1963, as amended) and that award will not be made to any bidder whom the Commissioner of Labor
and Industry does not certify.
Bids shall be submitted on the forms provided, in the manner designated therein and required by the
Specifications. They must be enclosed in sealed envelopes, bearing the name and address of the bidder
and the name of the project on the outside, addressed to the Borough Administrator, BOROUGH OF HIGH
BRIDGE, HUNTERDON COUNTY, NEW JERSEY, and must be accompanied by a certified check, cashier's
check, or bid bond in the form provided of not less than 10% of the amount of bid. Said check or bid bond
may not be less than $500 nor shall it be more than $20,000 and must be accompanied by a Consent of
Surety statement in the form provided from a Surety Company stating that the Surety Company will provide
the bidder with a bond for 100% of the Contract amount in the event that the Contract is awarded to the
bidder. A Non-Collusion Affidavit and a Record of Recent Contract Awards must also accompany the
proposal on the forms provided.
PROPOSALS MUST BE MADE UPON THE “BID DOCUMENTS” BLANK FORMS PROVIDED AND
SUBMITTED IN A BOUND BOOK.
Bidders must have at the time of bid, a Business Registration Certificate issued by the New Jersey
Department of Treasury.
Bidders are required to comply with the requirements of NJSA 10:5-31 et seq., NJAC 17:27 (Affirmative
Action), NJSA 34:11-56.25 et seq. (New Jersey Prevailing Wage Act), and Americans with Disabilities
Act of 1990 (42 USC SI2101, et seq.).
If awarded a contract, your company/firm will be required to comply with the requirements of NJSA 10:5-31
et seq. and NJAC 17:27.
Notice to Bidders
Page 2
Bidders must also comply with the requirements of P.L. 1977, Chapter 33 amending the Local Public
Contracts Law. Bidders must submit a statement setting forth the names and addresses of all the
stockholders in the corporation or members of the partnership who own ten percent (10%) or more of its
stock or have a ten percent (10%) or greater interest in the case of partnership.
Proposals are being solicited through a fair and open process in accordance with N.J.S.A. 19:44A-20.3 et
seq., and as such, contractors are exempt from the limitations on making political contributions under that
law. Further, for that reason, as well as because of language in New Jersey's Annual Appropriations Act,
refusal to disclose campaign contributions otherwise required by N.J.S.A. 19:44A-20.3 et seq. and N.J.S.A
19:44A-20.25 et seq., will not adversely affect your consideration for award.
No bid may be withdrawn for sixty (60) days after the opening of bids. A Contract will be awarded to the
lowest responsible bidder or all proposals will be rejected within sixty (60) days after the opening of bids.
The BOROUGH OF HIGH BRIDGE reserves the right to reject all bids, to reject unbalanced bids, and to
waive any informality in any bid.
This project is federally funded through NJDOT Transportation Alternative Set-Aside Program and requires
FHWA contract compliance.
Notwithstanding the provisions of any law or regulation to the contrary, the federal funds hereinabove
appropriated to the Department of Transportation are subject to the following condition: in order to
ensure the continued flow of necessary federal funds for important State and local transportation
projects, in the event the Federal Highway Administration (FHWA) objects to the form of the
department’s request for submission of competitive bids or to the form or contents of related grant
agreements funded with federal funds, the department shall make any changes to such requests or
contracts as may be determined by the FHWA to be necessary to comply with federal law; and any other
department, agency or authority affected by such action is required to take any further actions required
in order for it to be in accordance with the changes required by FHWA.
By Order of the Mayor & Council
Borough of High Bridge
Dated: December 16, 2025
Notice to Bidders
Page 3
(THIS PAGE INTENTIONALLY LEFT BLANK)
Bid Document Checklist
Page 1
BOROUGH OF HIGH BRIDGE
BID DOCUMENT CHECKLIST
Required
by owner
Submission Requirement
Initial each
required entry,
and if required,
submit the item
Bid Document Checklist
Bid Proposal Form
Mandatory Affirmative Action Language (No Signatures)
Exhibit A – ADA Equal Opportunity for Individuals with Disability
Exhibit B – Mandatory EEO Language
Affirmative Action Compliance Notice
Bid Bond
(with Power of Attorney for full amount of Bid Bond)
Bidder Qualifications
NJ Public Works Contractor Certificate
Proof of NJ Business Registration
Consent of Surety
(with Power of Attorney for full amount of Bid Price)
Acknowledgement of Receipt of Addenda
Stockholder Disclosure Certification
Non-Collusion Affidavit
Debarred List Affidavit
Disclosure of Subcontractors
Disclosure of Investment Activities in Iran
Byrd Anti-Lobbying Amendment Certification
Firm Name: ____________________________
Date: _________________
Bid Proposal Form
Page 1
BOROUGH OF HIGH BRIDGE
HUNTERDON COUNTY, NEW JERSEY
__________________________________________________
2018 Safe Routes to School – Downtown Connection Phase I
__________________________________________________
BID PROPOSAL FORM
The Undersigned hereby declares that he/she carefully examined the Notice to Bidders, Standard
Specifications, Supplementary Specifications, Plans, and Forms for the Construction of the Project named
above; that he/she carefully examined the site of the Project as provided in Subsection 102.06 of the
Standard Specifications and that he/she will contract to carry out and complete the said projects as specified
and delineated at the Price per Unit of measure for each schedule item of work in the Schedule of Prices
following.
It is understood that the TOTAL PRICE stated by the undersigned in the Schedule of Prices is based on the
estimated quantities and that the extension of the unit price times the quantity will control each bid item cost
in determining the TOTAL PRICE for awarding the Contract as provided in Subsection 103.01 of the Standard
Specifications. It is further understood that the quantities stated in the Schedule of Prices for the various
items are estimates only and may be decreased or increased as provided in the Specifications.
Note: Extension of Unit Prices must be exact.
SCHEDULE OF PRICES
Item
No.
Items
Unit
Quantity
Unit
Price ($)
Total Price
($)
1
PERFORMANCE BOND AND PAYMENT BOND
DOLL
DOLL
2
PROGRESS SCHEDULE
LS
LS
3
MOBILIZATION
LS
LS
4
HEAVY DUTY SILT FENCE, ORANGE
LF
497
5
INLET FILTER TYPE 2, 2' X 4'
UNIT
7
6
CONCRETE WASHOUT SYSTEM
LS
LS
7
OIL ONLY EMERGENCY SPILL KIT, TYPE 1
UNIT
2
8
EROSION CONTROL SEDIMENT REMOVAL
CY
17
9
DRUM
UNIT
50
10
TRAFFIC CONE
UNIT
50
11
CONSTRUCTION SIGNS
SF
263
12
TRAFFIC DIRECTOR, FLAGGER
HOUR
210
13
FUEL PRICE ADJUSTMENT
DOLL
DOLL
14
ASPHALT PRICE ADJUSTMENT
DOLL
DOLL
15
FINAL CLEANUP
LS
LS
16
CLEARING SITE
LS
LS
17
EXCAVATION, TEST PIT
CY
16
Bid Proposal Form
Page 2
Item
No.
Items
Unit
Quantity
Unit
Price ($)
Total Price
($)
18
EXCAVATION, UNCLASSIFIED
CY
88
19
REMOVAL OF PAVEMENT
SY
59
20
DENSE-GRADED AGGREGATE BASE COURSE, 6" THICK
SY
65
21
POLYMERIZED JOINT ADHESIVE
LF
296
22
TACK COAT
GAL
6
23
PRIME COAT
GAL
18
24
HOT MIX ASPHALT 9.5 M 64 SURFACE COURSE
TON
9
25
HOT MIX ASPHALT 19 M 64 BASE COURSE
TON
21
26
RETAINING WALL, LOCATION NO. 1
SF
204
27
15" REINFORCED CONCRETE PIPE
LF
38
28
INLET, TYPE B
UNIT
2
29
RESET EXISTING CASTING
UNIT
1
30
CURB PIECE
UNIT
1
31
CONCRETE SIDEWALK, 4" THICK
SY
465
32
HOT MIX ASPHALT DRIVEWAY, 6" THICK
SY
79
33
STONE OR GRAVEL DRIVEWAY, 4" THICK
SY
146
34
CONCRETE DRIVEWAY, 6" THICK
SY
193
35
DETECTABLE WARNING SURFACE
SY
13
36
9" X 16" CONCRETE VERTICAL CURB
LF
874
37
9" X 18" CONCRETE VERTICAL CURB
LF
368
38
TRAFFIC MARKING LINES, 8"
LF
203
39
TRAFFIC MARKING LINES, 24"
LF
176
40
REMOVAL OF TRAFFIC MARKINGS
SF
579
41
REGULATORY AND WARNING SIGN
SF
37
42
PEDESTRIAN CROSSING SIGN WITH WARNING BEACON
LS
LS
43
RELOCATE FIRE HYDRANT
UNIT
2
44
RESET FIRE HYDRANT
UNIT
2
45
RESET WATER VALVE BOX
UNIT
5
46
RESET MANHOLE, SANITARY SEWER, USING EXISTING
CASTING
UNIT
1
47
TREE REMOVAL, OVER 30" TO 36" DIAMETER
UNIT
1
48
TOPSOIL SPREADING 4" THICK
SY
129
49
BORROW TOPSOIL
CY
15
50
FERTILIZING AND SEEDING, TYPE A-3
SY
129
51
STRAW MULCHING
SY
129
Bid Proposal Form
Page 3
Item
No.
Items
Unit
Quantity
Unit
Price ($)
Total Price
($)
Total Amount of Bid (Items 1 – 51)
$
(AN INDIVIDUAL)
The Undersigned is
(A PARTNERSHIP)
(A CORPORATION)
Under the Laws of the State of
having
Principal Offices at
.
Signature
(Print Name and Title)
Address
Dated
Exhibit A ADA
Page 1
EXHIBIT A
AMERICANS WITH DISABILITIES ACT OF 1990
Equal Opportunity for Individuals with Disability
The contractor and the Borough of High Bridge, (hereafter “owner”) do hereby agree that the provisions of
Title 11 of the Americans With Disabilities Act of 1990 (the "Act") (42 U.S.C. S121 01 et seq.), which prohibits
discrimination on the basis of disability by public entities in all services, programs, and activities provided or
made available by public entities, and the rules and regulations promulgated pursuant there unto, are made
a part of this contract. In providing any aid, benefit, or service on behalf of the owner pursuant to this contract,
the contractor agrees that the performance shall be in strict compliance with the Act. In the event that the
contractor, its agents, servants, employees, or subcontractors violate or are alleged to have violated the Act
during the performance of this contract, the contractor shall defend the owner in any action or administrative
proceeding commenced pursuant to this Act. The contractor shall indemnify, protect, and save harmless the
owner, its agents, servants, and employees from and against any and all suits, claims, losses, demands, or
damages, of whatever kind or nature arising out of or claimed to arise out of the alleged violation. The
contractor shall, at its own expense, appear, defend, and pay any and all charges for legal services and any
and all costs and other expenses arising from such action or administrative proceeding or incurred in
connection therewith. In any and all complaints brought pursuant to the owner’s grievance procedure, the
contractor agrees to abide by any decision of the owner which is rendered pursuant to said grievance
procedure. If any action or administrative proceeding results in an award of damages against the owner, or
if the owner incurs any expense to cure a violation of the ADA which has been brought pursuant to its
grievance procedure, the contractor shall satisfy and discharge the same at its own expense.
The owner shall, as soon as practicable after a claim has been made against it, give written notice thereof
to the contractor along with full and complete particulars of the claim, If any action or administrative
proceeding is brought against the owner or any of its agents, servants, and employees, the owner shall
expeditiously forward or have forwarded to the contractor every demand, complaint, notice, summons,
pleading, or other process received by the owner or its representatives.
It is expressly agreed and understood that any approval by the owner of the services provided by the
contractor pursuant to this contract will not relieve the contractor of the obligation to comply with the Act and
to defend, indemnify, protect, and save harmless the owner pursuant to this paragraph.
It is further agreed and understood that the owner assumes no obligation to indemnify or save harmless the
contractor, its agents, servants, employees and subcontractors for any claim which may arise out of their
performance of this Agreement. Furthermore, the contractor expressly understands and agrees that the
provisions of this indemnification clause shall in no way limit the contractor’s obligations assumed in this
Agreement, nor shall they be construed to relieve the contractor from any liability, nor preclude the owner
from taking any other actions available to it under any other provisions of the Agreement or otherwise at law.
Exhibit B Mandatory EEO Language
Page 1
(REVISED 9/07)
EXHIBIT B
MANDATORY EQUAL EMPLOYMENT OPPORTUNITY LANGUAGE
N.J.S.A. 10:5-31 et seq. (P.L. 1975, C. 127)
N.J.A.C. 17:27
CONSTRUCTION CONTRACTS
During the performance of this contract, the contractor agrees as follows:
The contractor or subcontractor, where applicable, will not discriminate against any employee or applicant
for employment because of age, race, creed, color, national origin, ancestry, marital status, affectional or
sexual orientation, gender identity or expression, disability, nationality or sex. Except with respect to
affectional or sexual orientation and gender identity or expression, the contractor will take affirmative action
to ensure that such applicants are recruited and employed, and that employees are treated during
employment, without regard to their age, race, creed, color, national origin, ancestry, marital status,
affectional or sexual orientation, gender identity or expression, disability, nationality or sex. Such action shall
include, but not be limited to the following: employment, up-grading, demotion, or transfer; recruitment or
recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for
training, including apprenticeship. The contractor agrees to post in conspicuous places, available to
employees and applicants for employment, notices to be provided by the Public Agency Compliance Officer
setting forth provisions of this nondiscrimination clause.
The contractor or subcontractor, where applicable will, in all solicitations or advertisements for employees
placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for
employment without regard to age, race, creed, color, national origin, ancestry, marital status, affectional or
sexual orientation, gender identity or expression, disability, nationality or sex.
The contractor or subcontractor, where applicable, will send to each labor union or representative of workers
with which it has a collective bargaining agreement or other contract or understanding, a notice, to be
provided by the agency contracting officer advising the labor union or workers' representative of the
contractor's commitments under this act and shall post copies of the notice in conspicuous places available
to employees and applicants for employment.
The contractor or subcontractor, where applicable, agrees to comply with any regulations promulgated by
the Treasurer, pursuant to N.J.S.A. 10:5-31 et seq., as amended and supplemented from time to time and
the Americans with Disabilities Act.
When hiring or scheduling workers in each construction trade, the contractor or subcontractor agrees to
make good faith efforts to employ minority and women workers in each construction trade consistent with
the applicable employment goal prescribed by N.J.A.C. 17:27-7.3; provided, however, that the Division may,
in its discretion, exempt a contractor or subcontractor from compliance with the good faith procedures
prescribed by the following provisions, A, B and C, as long as the Division is satisfied that the contractor or
subcontractor is employing workers provided by a union which provides evidence, in accordance with
standards prescribed by the Division, that its percentage of active "card carrying" members who are minority
and women workers is equal to or greater than the applicable employment goal established in accordance
with N.J.A.C. 17:27-7.3. The contractor or subcontractor agrees that a good faith effort shall include
compliance with the following procedures:
(A)
If the contractor or subcontractor has a referral agreement or arrangement with a union for
a construction trade, the contractor or subcontractor shall, within three business days of the contract award,
Exhibit B Mandatory EEO Language
Page 2
seek assurances from the union that it will cooperate with the contractor or subcontractor as it fulfills its
affirmative action obligations under this contract and in accordance with the rules promulgated by the
Treasurer pursuant to N.J.S.A. 10:5-31 et. seq., as supplemented and amended from time to time and the
Americans with Disabilities Act. If the contractor or subcontractor is unable to obtain said assurances from
the construction trade union at least five business days prior to the commencement of construction work, the
contractor or subcontractor agrees to attempt to hire or schedule minority and women workers directly,
consistent with the applicable employment goal. If the contractor's or subcontractor's prior experience with
a construction trade union, regardless of whether the union has provided said assurances, indicates a
significant possibility that the trade union will not refer sufficient minority and women workers consistent with
the applicable employment goal, the contractor or subcontractor agrees to be prepared to hire or schedule
minority and women workers directly, consistent with the applicable employment goal, by complying with the
hiring or scheduling procedures prescribed under (B) below; and the contractor or subcontractor further
agrees to take said action immediately if it determines or is so notified by the Division that the union is not
referring minority and women workers consistent with the applicable employment goal.
(B) If the hiring or scheduling of a workforce consistent with the employment goal has not or cannot
be achieved for each construction trade by adhering to the procedures of (A) above, or if the contractor does
not have a referral agreement or arrangement with a union for a construction trade, the contractor or
subcontractor agrees to take the following actions consistent with the applicable county employment goals:
(1) To notify the public agency compliance officer, the Division, and minority and women referral
organizations listed by the Division pursuant to N.J.A.C. 17:27-5.3, of its workforce needs, and request
referral of minority and women workers;
(2) To notify any minority and women workers who have been listed with it as awaiting available vacancies;
(3) Prior to commencement of work, to request that the local construction trade union refer minority and
women workers to fill job openings, provided the contractor or subcontractor has a referral agreement or
arrangement with a union for the construction trade;
(4) To leave standing requests for additional referral to minority and women
workers
with
the
local
construction trade union, provided the contractor or subcontractor has a referral agreement or arrangement
with a union for the construction trade, the State Training and Employment Service and other approved
referral sources in the area until such time as the workforce is consistent with the employment goal;
(5) If it is necessary to lay off some of the workers in a given trade on the construction site, to assure,
consistent with the applicable State and Federal statutes and court decisions, that sufficient minority and
women employees remain on the site consistent with the employment goal; and to employ any minority and
women workers laid off by the contractor on any other construction site on which its workforce composition
is not consistent with an employment goal established pursuant to rules implementing N.J.S.A. 10:5-31 et.
seq.;
(6) To adhere to the following procedure when minority and women workers apply or are referred to the
contractor or subcontractor:
(i) If said individuals have never previously received any document or certification signifying a level of
qualification lower than that required in order to perform the work of the construction trade, the contractor or
subcontractor shall determine the qualifications of such individuals and if the contractor's or subcontractor's
workforce in each construction trade is not consistent with the applicable employment goal, it shall hire or
schedule those individuals who satisfy appropriate qualification standards. However, a contractor or
subcontractor shall determine that the individual at least possesses the requisite skills, and experience
recognized by a union, apprentice program or a referral agency, provided the referral agency is acceptable
to the Division. If necessary, the contractor or subcontractor shall hire or schedule minority and women
Exhibit B Mandatory EEO Language
Page 3
workers who qualify as trainees pursuant to these rules. All of the requirements, however, are limited by the
provisions of (C) below.
(ii) If the contractor's or subcontractor's workforce is consistent with the applicable employment goal, the
name of any interested women or minority individual shall be maintained on a waiting list for the first
consideration, in the event the contractor's or subcontractor's workforce is no longer consistent with the
applicable employment goal.
(iii) If, for any reason, said contractor or subcontractor determines that a minority individual or a woman is
not qualified or if the individual qualifies as an advanced trainee or apprentice, the contractor or subcontractor
shall inform the individual in writing of the reasons for the determination, maintain a copy of the determination
in its files, and send a copy to the public agency compliance officer and to the Division.
(7) To keep a complete and accurate record of all requests made for the referral of workers in any trade
covered by the contract, on forms made available by the Division and submitted promptly to the Division
upon request.
(C) The contractor or subcontractor agrees that nothing contained in (B) above shall preclude the
contractor or subcontractor from complying with the union hiring hall or apprenticeship policies in any
applicable collective bargaining agreement or union hiring hall arrangement, and, where required by custom
or agreement, it shall send journeymen and trainees to the union for referral, or to the apprenticeship program
for admission, pursuant to such agreement or arrangement. However, where the practices of a union or
apprenticeship program will result in the exclusion of minorities and women or the failure to refer minorities
and women consistent with the county employment goal, the contractor or subcontractor shall consider for
employment persons referred pursuant to (B) above without regard to such agreement or arrangement;
provided further, however, that the contractor or subcontractor shall not be required to employ women and
minority advanced trainees and trainees in numbers which result in the employment of advanced trainees
and trainees as a percentage of the total workforce for the construction trade, which percentage significantly
exceeds the apprentice to journey worker ratio specified in the applicable collective bargaining agreement,
or in the absence of a collective bargaining agreement, exceeds the ratio established by practice in the area
for said construction trade. Also, the contractor or subcontractor agrees that, in implementing the procedures
of (B) above, it shall, where applicable, employ minority and women workers residing within the geographical
jurisdiction of the union.
After notification of award, but prior to signing a construction contract, the contractor shall submit to the public
agency compliance officer and the Division an initial project workforce report (Form AA 201) provided to the
public agency by the Division for distribution to and completion by the contractor, in accordance with N.J.A.C.
17:27-7. The contractor also agrees to submit a copy of the Monthly Project Workforce Report once a month
thereafter for the duration of this contract to the Division and to the public agency compliance officer.
The contractor agrees to cooperate with the public agency in the payment of budgeted funds, as is
necessary, for on-the-job and/or off-the-job programs for outreach and training of minorities and women.
(D) The contractor and its subcontractors shall furnish such reports or other documents to the Division
of Contract Compliance & EEO as may be requested by the Division from time to time in order to carry out
the purposes of these regulations, and public agencies shall furnish such information as may be requested
by the Division of Contract Compliance & EEO for conducting a compliance investigation pursuant to
Subchapter l0 of the Administrative Code (NJAC 17:27).
Affirmative Action Compliance Notice
Page 1
AFFIRMATIVE ACTION COMPLIANCE NOTICE
N.J.S.A. 10:5-31 and N.J.A.C. 17:27
GOODS AND SERVICES CONTRACTS
(INCLUDING PROFESSIONAL SERVICES)
This form is a summary of the successful bidder’s requirement to comply with the requirements of N.J.S.A. 10:5-31
and N.J.A.C. 17:27-1 et seq.
The successful bidder shall submit to the public agency, after notification of award but prior to execution of this
contract, one of the following three documents as forms of evidence:
(a) A photocopy of a valid letter that the contractor is operating under an existing Federally approved or
sanctioned affirmative action program (good for one year from the date of the letter);
OR
(b) A photocopy of a Certificate of Employee Information Report approval, issued in accordance with
N.J.A.C. 17:27-4;
OR
(c) A photocopy of an Employee Information Report (Form AA302) provided by the Division and distributed to
the public agency to be completed by the contractor in accordance with N.J.A.C. 17:27-4.
The successful vendor may obtain the Affirmative Action Employee Information Report (AA302) from the contracting
unit during normal business hours.
The successful vendor(s) must submit the copies of the AA302 Report to the Division of Contract Compliance and
Equal Employment Opportunity in Public Contracts (Division). The Public Agency copy is submitted to the public
agency, and the vendor copy is retained by the vendor.
The undersigned vendor certifies that he/she is aware of the commitment to comply with the requirements of N.J.S.A.
10:5-31 and N.J.A.C. 17:27.1 et seq. and agrees to furnish the required forms of evidence.
The undersigned vendor further understands that his/her bid shall be rejected as non-responsive if said contractor
fails to comply with the requirements of N.J.S.A. 10:5-31 and N.J.A.C. 17:27-1 et seq.
COMPANY: ____________________________
SIGNATURE: ____________________________
PRINT NAME:_____________________________
TITLE: _______________________________
DATE: __________________
Bid Bond
Page 1
BID BOND
KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned, __________________ as
Principal, and _________________________ as Surety, are hereby held and firmly bound unto
_____________________ as owner in the penal sum of _______________________ for the
payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, our
heirs, executors, administrators, successors and assigns, this ______ day of ____________, 20___.
The condition of the above obligation is such that whereas the Principal has submitted to
____________________ a certain Bid, attached hereto and hereby made a part hereof to enter into
a contract in writing, for the _______________________________________________________
______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
NOW, THEREFORE,
1. If said Bid shall be rejected, or in the alternate,
2. If said Bid shall be accepted and the Principal shall execute and deliver a contract in the Form
of Contract attached hereto (properly completed in accordance with said Bid) and shall
furnish a bond for his faithful performance of said contract, and for the payment of all persons
performing labor or furnishing materials in connection therewith, shall in all other respects
perform the agreement created by the acceptance of said Bid, then this obligation shall be
void, otherwise the same shall remain in force and effect; it being expressly understood and
agreed that the liability of the Surety for any and alI claims hereunder shall, in no event,
exceed the penal amount of this obligation as herein stated.
The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and
its bond shall be in no way impaired or affected by the extension of the time within which the Owner
may accept such Bid; and said Surety does hereby waive notice of any such extension.
IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and
such of them as are corporations have caused their corporate seals to be hereto affixed and these
presents to be signed by their proper officers, the clay and year first set forth above.
Bidder Qualifications
Page 1
BIDDER QUALIFICATIONS
Firm Name:
(Company Name)
(Address)
(City, State, Zip Code)
(Phone)
(Fax #)
(E-Mail)
Date:
Construction Capabilities:
(Check all that apply)
General Contracting
Electrical
Plumbing
HVAC
Demolition
Other (specify)
Asbestos Abatement
Paving
_____________________
For Corporations Only:
Federal ID Number:
Name of State(s) in which incorporated:
Date(s) of incorporation:
If not incorporated in New Jersey:
1. Attach Certificate of Authority to do Business in New Jersey
2. Certificate Number ______________________ Date: ______________________
(President’s Name)
(Vice President’s Name)
(Secretary’s Name)
(Treasurer’s Name)
For Partnerships Only:
Date of Organization:
Type of Partnership:
General
Limited
Association
Names and Addresses of all partners: (use additional sheet if necessary)
1.
(Name)
(Address)
(City, State, Zip Code)
2.
(Name)
(Address)
(City, State, Zip Code)
Bidder Qualifications
Page 2
General Information:
Federal ID Number:
Or SSN:
Percent of work done by Contractor:
Number of Permanent Employees:
Number of years in business:
Geographical limits of operation:
If you have done business under a different name, please give name and location:
Has firm ever failed to complete a project or defaulted on a contract? If so, state where and why:
Date:
Dated this
day of
,
20
.
Signatures:
Individual
Partnership
Joint Venture
Corporation
Address:
Telephone:
Fax Number:
Federal ID Number:
SSN:
Incorporated under the laws of the State of:
(If a corporation organized in a state other than New Jersey, attach certificate of Authority to do business In the State of New
Jersey.)
(Bidder’s Signature)
(Corporate Secretary’s Signature and Seal)
(Typed or printed name(s))
(Seal)
Acknowledgement of Receipt of Addenda
Page 1
ACKNOWLEDGMENT OF RECEIPT OF ADDENDA
The undersigned Bidder hereby acknowledges receipt of the following Addenda:
Addendum Number
Dated
Acknowledge Receipt
(initial)
_______________
_______________
____________
_______________
_______________
____________
_______________
_______________
____________
_______________
_______________
____________
No addenda were received:
Acknowledged for: __________________________________________
(Name of Bidder)
By: _________________________________________
(Signature of Authorized Representative)
Name: ______________________________________
(Print or Type)
Title: ________________________________________
Date: ________________________________________
Stockholder Disclosure Certification
Page 1
STOCKHOLDER DISCLOSURE CERTIFICATION
This Statement Shall Be Included with Bid Submission
Name of Business________________________________________________________________
I certify that the list below contains the names and home addresses of all stockholders holding 10%
or more of the issued and outstanding stock of the undersigned.
OR
I certify that no one stockholder owns 10% or more of the issued and outstanding stock of the
undersigned.
Check the box that represents the type of business organization:
Partnership
Corporation
Sole Proprietorship
Limited Partnership
Limited Liability Corporation
Limited Liability Partnership
Subchapter S Corporation
Sign and notarize the form below, and, if necessary, complete the stockholder list below.
Stockholders:
Name: ______________________________
Name: ______________________________
Home Address: _______________________
____________________________________
Home Address: _______________________
____________________________________
Name: ______________________________
Name: ______________________________
Home Address: _______________________
____________________________________
Home Address: _______________________
____________________________________
Name: ______________________________
Name: ______________________________
Home Address: _______________________
____________________________________
Home Address: _______________________
____________________________________
Subscribed and sworn before me this ___ day of
___________ , 2 __.
(Notary Public)
My Commission expires:
_________________________________
(Affiant)
________________________________
(Print name & title of affiant)
(Corporate Seal)
Non-Collusion Affidavit
Page 1
NON-COLLUSION AFFIDAVIT
State of ___________________
County of _________________ ss:
I, ________________________________ residing in ___________________________________
(name of affiant) (name of municipality)
in the County of _______________________________ and State of _____________________of full
age, being duly sworn according to law on my oath depose and say that:
I am _____________________________________ of the firm of _________________________
(title or position)
(name of firm)
_____________________________________ the bidder making this Proposal for the bid
entitled ______________________________, and that I executed the said proposal with
(title of bid proposal)
full authority to do so that said bidder has not, directly or indirectly entered into any agreement,
participated in any collusion, or otherwise taken any action in restraint of free, competitive bidding in
connection with the above named project; and that all statements contained in said proposal and in
this affidavit are true and correct, and made with full knowledge that the ______________
_________________________relies upon the truth of the statements contained in said Proposal
(name of contracting unit)
and in the statements contained in this affidavit in awarding the contract for the said project.
I further warrant that no person or selling agency has been employed or retained to solicit or secure
such contract upon an agreement or understanding for a commission, percentage, brokerage, or
contingent fee, except bona fide employees or bona fide established commercial or selling agencies
maintained by _________________________________________________.
Subscribed and sworn to
before me this day
_____________________________
Signature
________________, 2____
___________________________________
(Type or print name of affiant under signature)
_____________________________
Notary public of________________
My Commission expires _______________
(Seal)
Debarred List Affidavit
Page 1
DEBARRED LIST AFFIDAVIT
State of ___________________
County of ___________________
ss:
I, ________________________ of the City/Town/Township/Borough, etc. ___________________ in the
County
of and the State of __________________ full age, being duly sworn according to law on
my oath depose and say that:
I am _______________________________ an officer of the firm of _______________________________
________________________________ the bidder making the bid for the above named work, and that I
executed said bid with full authority to do so; that said bidder at the time of making of this bid is not debarred
at the federal level from contracting with a federal government agency as indicated in N.J.S.A. 52:32-44.l
or included on the State of New Jersey, State Treasurer's List of Debarred, Suspended and Disqualified
Bidders; and that all statements contained in said bid and in this affidavit are true and correct, and made
with the full knowledge that the BOROUGH OF HIGH BRIDGE as the Owner relies upon the truth of the
statements contained in said bid and in the statements contained in this affidavit in awarding the contract
for said work.
The undersigned further warrants that should the name of the firm making this bid be debarred at
the federal level from contracting with a federal government agency or appear on the State
Treasurer's List of Debarred, Suspended and Disqualified Bidders at any time prior to, and during
the life of this Contract, including Guarantee Period, that the Local Unit shall be immediately so
notified by the signatory of this Eligibility Affidavit.
The undersigned understands that the firm making the bid as Contractor is subject to debarment,
suspension and/or disqualification in contracting with the State of New Jersey, if the Contractor,
pursuant to N.J.A.C. 12:60-7.1 et seq., commits any of the acts listed therein, and as determined
according to applicable law and regulation.
_____________________________________
_____________________________________
____________________________________
Subscribed and sworn to
(Insert Name, Telephone No., email address,
and Address of Contractor)
before me this _______day
of ________________20__.
________________________
____________________________________
(Insert Name and Title of Affiant)
Notary Public of ___________
My Commission expires ______, 20__
(Seal)
Disclosure of Subcontractors
Page 1
BIDS FOR CONSTRUCTION
DISCLOSURE OF SUBCONTRACTORS
Please list the subcontractors for the specialty trade categories listed below. If you intend to perform the
work through your own employees or by yourself rather than through utilization of a subcontractor, write
the word “In-House” next to each applicable category and insert the name, and license number where
required, of each person in the appropriate spaces. If the contract does not involve a specialty trade
listed below, write the word “None” in the appropriate space. For further instructions, see Paragraph 26
herein. DO NOT LEAVE ANY SPACE BLANK.
1.
Plumbing and Gas Fitting and All Kindred Work:
Name:
Address:
License Number:
2.
Steam Power Plants, Steam and Hot Water Heating and Ventilating Apparatus, and All
Kindred Work:
Name:
Address:
License Number: Not Applicable
3.
Electrical Work:
Name:
Address:
License Number:
4.
Structural Steel and Ornamental Iron Work:
Name:
Address:
License Number: Not Applicable
Disclosure of Investments in Iran
Page 1
DISCLOSURE OF INVESTMENT ACTIVITIES IN IRAN
PART 1: CERTIFICATION
BIDDERS MUST COMPLETE PART 1 BY CHECKING EITHER BOX. FAILURE TO CHECK ONE OF THE BOXES
WILL RENDER THE PROPOSAL NON-RESPONSIVE.
Pursuant to N.J.S.A. 52:32-55, any person or entity that submits a bid or proposal or otherwise proposes to enter
into or renew a contract must complete the certification below to attest, under penalty of perjury, that neither the
person or entity, nor any of its parents, subsidiaries, or affiliates, is identified on the Department of Treasury's
Chapter 25 list (N.J.S.A. 51:32-57) as a person or entity engaging in investment activities in Iran. The Chapter 25
list is found on the Division's website at: http://www.state.nj.us.treasury/purchase/pdf/Chapter25List.pdf
Bidders must review this list prior to completing the below certification. Failure to complete the certification and
return it with the bid will render a bidder's proposal non-responsive and the bid will be rejected. If the
Director finds a person or entity to be in violation of law, s/he shall take action as may be appropriate and provided
by law, rule or contract, including but not limited to, imposing sanctions, seeking compliance, recovering damages,
declaring the party in default and seeking debarment or suspension of the party.
PLEASE CHECK THE APPROPRIATE BOX:
I certify, pursuant to N.J.S.A. 52:32-55, that neither the bidder listed above nor any of the bidder's
parents, subsidiaries, or affiliates is listed on the N.J. Department of the Treasury's list of entities
determined to be engaged in prohibited activities in Iran pursuant to the statute and the Chapter 25 List. I
further certify that I am the person listed above, or I am an officer or representative of the entity listed
above and am authorized to make this certification on its behalf. I will skip Part 2 and sign and complete
the Certification below.
OR
I am unable to certify as above because the bidder and/or one or more of its parents,
subsidiaries, or affiliates is listed on the Department's Chapter 25 List. I will provide a detailed,
accurate and precise description of the activities in Part 2 below and sign and complete the
Certification below. Failure to provide such will result in the proposal being rendered as non-
responsive and appropriate penalties, fines and/or sanctions will be assessed as provided by law.
PART 2: PLEASE PROVIDE FURTHER INFORMATION RELATED TO INVESTMENT
ACTIVITIES IN IRAN - add additional sheets if necessary.
You must provide a detailed, accurate and precise description of the activities of the bidding person/entity, or
one of its parents, subsidiaries or affiliates, engaging in the investment activities in Iran outlined above by
completing below:
Name of Entity:
; Relationship to Bidder:
Description of
Activities: ___________________________________________________________________________________
__________________________________________________________________________________________________________________
__________________________________________________________________________________________________________________
Duration of Engagement:
Anticipated Cessation Date:
___
Bidder/Offeror Contact Name:
; Contact Phone:
Disclosure of Investments in Iran
Page 2
DISCLOSURE OF INVESTMENT ACTIVITIES IN IRAN
(continued)
BIDDER:
Certification:
I, being duly sworn upon my oath, hereby represent that the foregoing information and any
attachments thereto to the best of my knowledge are true and complete. I acknowledge
that I am authorized to execute this certification on behalf of the bidder, that the County of
Hunterdon is relying on the information contained herein and that I am under a continuing
obligation from the date of this certification through the completion of any contracts with
the County to notify the County in writing of any changes to the information contained
herein; that I am aware that it is a criminal offense to make a false statement or
misrepresentation in this certification, and if I do so, I am subject to criminal prosecution
under the law and that it will constitute a material breach of my agreement(s) with the
County of Hunterdon, permitting the County to declare any contract(s) resulting from this
certification void and unenforceable.
Full Name (Print):
Signature:
Title:
Date:
Byrd Anti-Lobbying Amendment Certification
Page 3
LPA/Contractor/Sub-Contractor Letterhead
BYRD ANTI-LOBBYING AMENDMENT CERTIFICATION
(To be submitted with each bid or offer exceeding $100,000)
The undersigned, [Company] ______________________________ certifies, to the best of his or her knowledge,
that:
1.
No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to
any person for influencing or attempting to influence an officer or employee of an agency, a Member
of Congress, an officer or employee of Congress, or an employee of a Member of Congress in
connection with the awarding of any Federal contract, the making of any Federal grant, the making of
any Federal loan, the entering into of any cooperative agreement, and the extension, continuation,
renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement.
2.
If any funds other than Federal appropriated funds have been paid or will be paid to any person for
influencing or attempting to influence an officer or employee of any agency, a Member of Congress,
an officer or employee of Congress, or an employee of a Member of Congress in connection with
this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and
submit Standard Form - LLL, “Disclosure Form to Report Lobbying,” in accordance with its
instructions.
3.
The undersigned shall require that the language of this certification be included in the award documents
for all sub-awards at all tiers (including subcontracts, sub-grants, and contracts under grants, loans, and
cooperative agreements) and that all sub-recipients shall certify and disclose accordingly.
This certification is a material representation of fact upon which reliance was placed when this transaction was
made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction
imposed by 31, U.S.C. § 1352 (as amended by the Lobbying Disclosure
Act of 1995). Any person who fails to file the required certification shall be subject to a civil penalty of not less
than $10,000 and not more than $100,000 for each such failure.
The Contractor, [Company] ______________________, certifies or affirms the truthfulness and accuracy of each
statement of its certification and disclosure, if any. In addition, the Contractor understands and agrees that the
provisions of 31 U.S.C. § 3801 et seq., apply to this certification and disclosure, if any.
Please check the appropriate box:
_____ No non-federal funds have been used or are planned to be used for lobbying in connection with this
application/award/contract.
or
_____ Attached is Standard Form LLL, “Disclosure of Lobbying Activities,” which describes the use (past or planned)
of non-federal funds for lobbying in connection with this application/award/contract.
Executed this _____ day of ____________, 20______
By: _____________________________________ ________________________________
(Type or Print Name) (Title of Executing Official)
________________________________________ ________________________________
(Signature of Executing Official) (Name of Organization/Applicant)
Byrd Anti-Lobbying Amendment Certification
Page 4
(THIS PAGE INTENTIONALLY LEFT BLANK)
2018 SRTS – DOWNTOWN CONNECTION PHASE I / FEDERAL PROJECT NO. D00S650
Page 1 of 68
State of New Jersey
Department of Transportation
Special Provisions
For
Locally Administered Federal Aid Projects
FY 2025 Edition
December 2025
2018 SRTS – DOWNTOWN CONNECTION PHASE I / FEDERAL PROJECT NO. D00S650
Page 2 of 68
SPECIAL PROVISIONS
GENERAL
All awards shall be made subject to the approval of the New Jersey Department of Transportation. No construction
shall start before approval of said award by the New Jersey Department of Transportation and execution of the
Federal Project Agreement between the NJDOT and the LPA. Prior to the start of construction, the contractor must
submit the following Material Questionnaires, DC-2891 and SA-11, listing all sources of materials. Any materials
used on the project from a non-approved New Jersey Department of Transportation source will be considered non-
participating. The LPA must notify the District Office, Division of Local Aid and Economic Development of the
construction commencement date at least five (5) calendar days prior to the proposed start of construction and the
actual construction start date once it is known.
Award of contract and subletting will not be permitted to, material will not be permitted from, and use of equipment will
not be permitted that is owned and/or operated by, firms and individuals included in the report of suspensions, debarments
and disqualifications of firms and individuals as maintained by the Department of the Treasury, Division of Purchas &
Property, Award of Contract Compliance & Administration, Trenton NJ 08625 (609-292-5400).
https://www.nj.gov/labor/wageandhour/registration-permits/register/debarmentlist.shtml
And the Federal Government’s System for Award Management (SAM), located at http://www.sam.gov/SAM/ for
federally assisted contracts.
Payment for a pay item in the proposal includes all the compensation that will be made for the work of that item as
described in the contract documents unless the "measurement and payment" clause provides that certain work
essential to that item will be paid for under another pay item.
Whenever any section, subsection, subpart or subheading is amended by such terms as changed to, deleted or added
it is construed to mean that it amends that section, subsection, subpart or subheading of the 2019 Standard
Specifications unless otherwise noted.
Whenever reference to page number is made, it is construed to refer to the 2019 Standard Specifications unless
otherwise noted.
Henceforth in these special provisions whenever reference to the State, Department, Regional Construction Engineer,
ME, or RE is made, it is construed to mean the particular municipality or county, or their representative, executing
this contract unless otherwise noted.
Whenever reference to Title 27 is made, it is construed to mean Title 40.
2018 SRTS – DOWNTOWN CONNECTION PHASE I / FEDERAL PROJECT NO. D00S650
Page 3 of 68
SPECIAL PROVISIONS
2018 SAFE ROUTES TO SCHOOL – DOWNTOWN CONNECTION PHASE I
BOROUGH OF HIGH BRIDGE, HUNTERDON COUNTY
FEDERAL PROJECT NO. D00S650
AUTHORIZATION OF CONTRACT
The Contract is authorized by the provisions of Title 40 of the Revised Statutes of New Jersey and supplements thereto,
and Title 23 of the United States Code - Highways.
SPECIFICATIONS TO BE USED
The 2019 Standard Specifications for Road and Bridge Construction, of the New Jersey Department of Transportation
(Department) as amended herein will govern the construction of this Project and the execution of the Contract.
These Special Provisions consist of the following:
Pages 1 to 97 inclusive.
General wage determinations issued under Davis-Bacon and related acts, published by US Department of Labor, may be
obtained from the Wage Determinations online website at sam.gov. Select state, county and construction type heading:
HIGHWAY where the Project is to be performed then click Search.
Pay the prevailing wage rates determined by the United States Secretary of Labor and the New Jersey Department of Labor
and Workforce Development. If the prevailing wage rate prescribed for any craft by the United States Secretary of Labor
is not the same as the prevailing wage rate prescribed for that craft by the New Jersey Department of Labor and Workforce
Development, pay the higher rate.
State wage rates may be obtained from the New Jersey Department of Labor & Workforce Development
(Telephone: 609-292-2259) or by accessing the Department of Labor & Workforce Development’s website at
https://www.nj.gov/labor/wagehour/wagerate/prevailing_wage_determinations.html. The State wage rates in effect at the
time of award are part of this Contract, pursuant to Chapter 150, Laws of 1963 (N.J.S.A. 34:11-56.25 et seq.)
If an employee of the Contractor or subcontractor has been paid a rate of wages less than the prevailing wage, the
Department may suspend the Work and declare the Contractor in default.
The NJDOT must report all suspected or reported violations to the federal agency providing the funding for the project.
Contractor’s compliance is required with the Copeland “Anti-Kickback” Act, (40 U.S.C. 3145), as supplemented by the
Department of Labor regulations (29 CFR Part 3, “Contractors and subcontractors on Public Building or Public Work
Financed in Whole or In Part by Loans or Grants from the United States”). Each contractor or subcontractor is prohibited
from inducing by any means, any person employed in the construction, completion, or repair of public work, to give up
any part of the compensation to which he or she is otherwise entitled. The NJDOT must report all suspected or reported
violations to the federal agency providing the funding for the project.
The following information is located at the end of these Special Provisions:
1.
Emerging Small Business Enterprise Utilization. (Federal Aid Project Attachment 1) – removed per NJDOT
Guidance.
2.
Specific Equal Employment Opportunity Responsibilities on NJDOT Federal Aid Projects. (Federal Aid Project
Attachment 2)
3.
Requirements for Affirmative Action to Ensure Equal Employment Opportunity on NJDOT Federal Aid
Projects. (Federal Aid Project Attachment 3)
4.
Federal Equal Employment Opportunity Contract Specifications for NJDOT Federal Aid Projects. (Federal Aid
Project Attachment 4)
2018 SRTS – DOWNTOWN CONNECTION PHASE I / FEDERAL PROJECT NO. D00S650
Page 4 of 68
5.
State of New Jersey Mandatory Equal Employment Opportunity Language on NJDOT Federal Aid Projects.
(Federal Aid Project Attachment 5)
6.
Investigating, Reporting and Resolving Employment Discrimination and Sexual Harassment Complaints on
NJDOT Federal Aid Projects. (Federal Aid Project Attachment 6)
7.
Payroll Requirements for NJDOT Federal Aid Projects. (Federal Aid Project Attachment 7)
8.
FHWA-1273 Required Contract Provisions, Federal Aid Construction Contracts. (Federal Aid Project
Attachment 8)
9.
Federal Aid Project Attachment 9 – removed per NJDOT BDC dated June 26, 2025.
10. Federal Mandatory Equal Opportunity Language on Federal Aid Projects. (Federal Aid Project Attachment 10)
11. Byrd Anti-Lobbying Certification. (Federal Aid Project Attachment 11)
2018 SRTS – DOWNTOWN CONNECTION PHASE I / FEDERAL PROJECT NO. D00S650
Page 5 of 68
DIVISION 100 – GENERAL PROVISIONS
SECTION 101 – GENERAL INFORMATION
101.01 INTRODUCTION
The Federal FY begins October 1 of the previous calendar year and the State FY begins July 1 of the previous calendar
each year.
101.03 TERMS
THE FOLLOWING TERM IS ADDED:
Full Traffic Access. All work is complete to allow safe unencumbered use of the final paved portion of roadway
throughout the project including but not limited to striping, RPMs, rumble strips, highway lighting, and traffic signals as
determined by the RE.
Completion. When all of the following have occurred:
PART (1) IS CHANGED TO:
1. The Work has been satisfactorily completed in all respects according to the Contract including landscaping Items
listed in 811.04, removal of SESC measures, FINAL CLEANUP, and repair of unacceptable work.
101.04 INQUIRIES REGARDING THE PROJECT
FOR LOCAL AID PROJECTS THIS SECTION IS DELETED AND REPLACED WITH THE FOLLOWING:
Submit inquiries regarding discrepancies, errors, omissions, or concerns regarding the intent or meaning of the Contract
to the LPA as follows:
1. Before Award of Contract.
Brett Bartman, or current High Bridge Administrator
97 West Main Street, High Bridge, NJ 08829
(609) 638-6455
administrator@highbridge.org
Include the name of the bidder and contact information. Specify the nature of the inquiry, including
anticipated results.
Deadline for inquiries is eight (8) days prior to the bid opening date.
The LPA will investigate the information provided in the inquiry and if it is determined that a change or
response is necessary, the LPA will issue an addendum.
Requests for postponement of bids will not receive a response. The LPA will issue an addendum
postponing bids if warranted.
2018 SRTS – DOWNTOWN CONNECTION PHASE I / FEDERAL PROJECT NO. D00S650
Page 6 of 68
2. After Award of Contract.
Brett Bartman, or current High Bridge Administrator
97 West Main Street, High Bridge, NJ 08829
(609) 638-6455
administrator@highbridge.org
SECTION 102 – BIDDING REQUIREMENTS AND CONDITIONS
102.01 QUALIFICATION TO BID
THE FIRST PARAGRAPH IS CHANGED TO:
The Bidder is an individual, firm, or corporation submitting a bid for the advertised Work. The Department will not accept
bids from Bidders who fail to meet all of the following criteria:
1.
For Local Aid Projects- If pre-qualification of bidders is required, the Bidder has been pre-qualified as per the
requirements of NJSA 40A:11-1 et seq.
2.
Before the receipt of the bid or accompanying the bid, the Bidder has disclosed ownership as required by
N.J.S.A. 52:25-24.2.
3.
At the time the bid is delivered, the Bidder has an effective maximum and project ratings of not less than the
amount of its bid.
4.
If the Bidder is a corporation not incorporated in the State, the Bidder has been authorized to do business in the
State as required by N.J.S.A. 14A:15-2, et seq.
5.
The Bidder has a valid, current registration with the New Jersey Department of Labor, Division of Wage and
Hour Compliance as required by “Public Works Contractor Registration Act,” N.J.S.A. 34:11-56.48, et seq.
102.04 EXAMINATION OF CONTRACT AND PROJECT LIMITS
Address all inquiries concerning the contract and the project limits to the following:
LPA Responsible Charge or Representative: Brett Bartman, or current High Bridge Administrator
Email Address: administrator@highbridge.org
Mailing Address: 97 West Main Street, High Bridge, NJ 08829
3.
Existing Plans and As-Builts.
Existing Plans including structural plans, contour maps, and as-built plans used are as follows:
a.
NJDOT FY2023 – CENTRAL AVENUE, UNION AVENUE, AND HART STREET IMPROVEMENT
PROJECT, dated February 2025
102.07 PREPARATION OF THE BID
FOR LOCAL AID PROJECTS THE LAST TWO PARAGRAPHS OF THIS SECTION ARE OMITTED
102.10 SUBMISSION OF BIDS
THE SECOND PARAGRAPH IS CHANGED TO:
The Bidder shall ensure delivery of its bid with all required components and attachments, including, but not limited to the
following:
1.
Schedule of Items.
2018 SRTS – DOWNTOWN CONNECTION PHASE I / FEDERAL PROJECT NO. D00S650
Page 7 of 68
2.
Proposal Electronic Bidding File with Bidder’s Certification. NOT REQUIRED ON LOCAL AID
PROJECTS
3.
Proposal Bond form.
4.
Other related documents as specified in the Contract.
5.
For Federal Aid Projects exceeding a bid amount of $100,000 or more, Bidder shall certify to the Byrd Anti-
Lobbying Act requirements under 31 USC 1352.
6.
For Projects subject to the New Jersey Prevailing Wage Act, N.J.S.A. 34:11-56.25 to .98, an acknowledgement
that the Bidder accounted for the prevailing wage rate in their bid pricing and that the Bidder agrees to pay the
prevailing wage rate if awarded the Contract.
When the Bidder submits bids for 2 or more Contracts that the Department will open on the same day, the Bidder may
submit a single Updated Financial Statement instead of a separate statement for each Contract.
The Bidder is solely responsible for any and all errors and for timely submission of the bid, all components thereof, and
all attachments thereto, through the electronic bidding system; the Department assumes no responsibility for any claim
arising from the failure of any Bidder or of the electronic delivery system to cause any bid, bid component, or attachment
to not be delivered to the Department on or before the time set for the opening of bids.
By submitting its bid to the Department, the Bidder warrants that no person or selling agency has been employed or
retained by the Bidder to solicit or secure such Contract upon an agreement or understanding for a commission,
percentage, brokerage or contingent fee, except bona fide employees or bona fide established commercial or selling
agencies maintained by the Bidder for the purpose of securing business, for the breach or violation of which warranty the
Department shall have the right to annul such Contract without liability or in its discretion to deduct from the contract
price or consideration the full amount of such commission, percentage, brokerage or contingent fee as required by
N.J.S.A. 52:34-15.
THE FOLLOWING IS ADDED AT THE END OF THE SUBSECTION:
By submitting its bid to the Department, the Bidder warrants that no person or selling agency has been employed or retained
by the Bidder to solicit or secure such Contract upon an agreement or understanding for a commission, percentage,
brokerage or contingent fee, except bona fide employees or bona fide established commercial or selling agencies
maintained by the Bidder for the purpose of securing business, for the breach or violation of which warranty the Department
shall have the right to annul such Contract without liability or in its discretion to deduct from the contract price or
consideration the full amount of such commission, percentage, brokerage or contingent fee as required by
N.J.S.A. 52:34-15.
102.13 CONSIDERATION OF BIDS
102.13.01 Bidder Pre-Award Requirements
A. Federal Aid Projects
The DBE (or ESBE) subcontracting goal is removed from the project. Therefore, there is no subcontracting goal on the
contract.
1. Contract DBE Goal. On projects having a Contract DBE goal, all Bidders shall ensure that DBEs have an equal
opportunity to receive and participate in the performance of contracts and subcontracts in Federal Aid Projects with the
Department. All Bidders shall take all necessary and reasonable steps in accordance with 49 CFR, Part 26 to ensure that
DBEs are given equal opportunity to compete for and to perform on the Department’s Federal Aid Projects. All Bidders
shall not discriminate in the award and performance of any Contract obligation including, but not limited to, their
performance of their obligations on USDOT assisted contracts as specified in Section 107.
a.
All Bidders shall demonstrate commitment of meeting the Contract DBE goal that is specified in the Contract.
(1) Submit to DCR/AA at time of Bid, or within 5 days after bid opening as a matter of responsibility:
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(i) a completed and signed Form CR-266 – Schedule of DBE/ESBE/SBE Participation listing each
DBE firm being used to meet the Contract goal. Revisions to the CR-266 will not be accepted after its
initial submission and before award of the Contract.
(ii) a completed and signed Verification of DBE/ESBE/SBE Firm (Form CR-273) for each firm listed
on the CR-266 to demonstrate direct written confirmation from each DBE firm of 12 willingness to
participate on the Contract, confirming the kind and amount of work that was provided on the
Contractor’s CR-266, and, if applicable,
(iii) a completed and signed DBE/ESBE/SBE Regular Dealer/Supplier Verification (Form CR-272)
for all Regular Dealers/Suppliers listed on the CR-266 form, and, if applicable,
(iv) a completed and signed DBE/ESBE/SBE Trucking Verification (Form CR-274) for all DBE
trucking firms listed on the CR-266.
Firms listed on the CR-266 will not be counted toward the Contract DBE goal unless completed and signed CR-
273 form(s), and applicable CR-272 and CR-274 form(s) are submitted to the DCR/AA within the 5 days after
bid opening. The CR-273, CR-272, and CR-274 forms must be completed and signed by each respective DBE
firm. The Bidder shall not complete any portion of the CR-273, CR-272, and CR-274 forms.
These forms must be submitted through a designated email - DOT-CR.Verifications@dot.nj.gov.
If the last day for a Bidder’s submission of the CR-266, CR-273, and applicable CR-272 and CR-274 forms
falls on a Saturday, Sunday, or Federal holiday, the CR-266, CR-273, and applicable CR-272 and CR-274
forms are due on the next day that is not a Saturday, Sunday, or Federal holiday. In circumstances where the
Department is closed for all or part of the day the forms are due, the submission of the forms is due on the next
day.
(2) If, at time of Submission, the commitment to meet the Contract DBE goal is not shown on the CR-266, the
Bidder must submit at time of Bid, or within 5 days after bid opening, documented evidence of good faith
effort(s) to attain the Contract DBE goal, for review and approval by the DCR/AA. Submittal of such
information does not imply DCR/AA approval. The Department’s DCR/AA has sole authority to determine
whether the Bidder met the Contract DBE goal or made adequate good faith efforts to do so.
(i) Good faith efforts are actions taken to achieve a DBE goal or other requirement of the DBE
Program which, by their scope, intensity, and appropriateness to the objective, can reasonably be
expected to fulfill the program requirement, including affirmative action measures designed to
implement the established objectives of an affirmative action plan that a Bidder may utilize to obtain
DBE participation. Efforts to include firms not certified as DBEs in New Jersey are consequently not
good faith efforts to meet the DBE Contract goal. A promise to use DBEs after contract award is not
considered to be responsive and does not constitute good faith efforts. Good faith effort actions
include, but are not limited to:
(a) Conducting market research to identify small business contractors and suppliers and
soliciting through all reasonable and available means the interest of all certified DBEs that
have the capability to perform the work of the Contract. This may include attendance at pre-
bid and business matchmaking meetings and events, advertising and/or written notices,
posting of Notices of Sources Sought and/or Requests for Proposals, written notices or emails
to all DBEs listed in the New Jersey Unified Certification Program Vendor Certification
database of transportation firms that specialize in the areas of work desired (as identified by
the North American Industry Classification system (NAICS) code noted in the New Jersey
Unified Certification Program Vendor Certification database) and which are located in the
area or surrounding areas of the project. The Bidder shall solicit this interest as early in the
bidding process as practicable to allow the DBEs to respond to the solicitation and submit a
timely offer for the subcontract. The Bidder should determine with certainty if the DBEs are
interested by taking appropriate steps to follow up initial solicitations.
(b) Selecting portions of the work to be performed by DBEs in order to increase the likelihood
that the DBE goals will be achieved. This includes, where appropriate, breaking out Contract
work items into economically feasible units (for example, smaller tasks or quantities) to
facilitate DBE participation, even when the Bidder might otherwise prefer to perform these
work items with its own forces. This may include, where possible, establishing flexible
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timeframes for performance and delivery schedules in a manner that encourages and
facilitates DBE participation.
(c) Providing interested DBEs with adequate information about the Plans, specifications, and
requirements of the Contract in a timely manner to assist them in responding to a solicitation
with their offer for the subcontract.
(d1) Negotiating in good faith with interested DBEs. It is the Bidder's responsibility to make a
portion of the work available to DBE subcontractors and suppliers and to select those portions
of the work or material needs consistent with the available DBE subcontractors and suppliers,
so as to facilitate DBE participation. Evidence of such negotiation includes the names,
addresses, and telephone numbers of DBEs that were considered; a description of the
information provided regarding the plans and specifications for the work selected for
subcontracting; and evidence as to why additional Agreements could not be reached for DBEs
to perform the work.
(d2) Bidder using good business judgment would consider a number of factors in negotiating
with subcontractors, including DBE subcontractors, and would take a firm's price and
capabilities as well as Contract goals into consideration. However, the fact that there may be
some additional costs involved in finding and using DBEs is not in itself sufficient reason for
a Bidder's failure to meet the Contract DBE goal, as long as such costs are reasonable. Also,
the ability or desire of a Bidder to perform the work of a Contract with its own organization
does not relieve the Bidder of the responsibility to make good faith efforts. Bidders are not,
however, required to accept higher quotes from DBEs if the price difference is excessive or
unreasonable.
(e1) Not rejecting DBEs as being unqualified without sound reasons based on a thorough
investigation of their capabilities. The contractor's standing within its industry, membership in
specific groups, organizations, or associations and political or social affiliations (for example
union vs. non-union status) are not legitimate causes for the rejection or non-solicitation of
bids in the Bidder’s efforts to meet the Contract DBE goal. Another practice considered an
insufficient good faith effort is the rejection of the DBE because its quotation for the work
was not the lowest received. However, nothing in this paragraph shall be construed to require
the Bidder to accept unreasonable quotes in order to satisfy the Contract goals.
(e2) A Bidder’s inability to find a replacement DBE at the original price is not alone
sufficient to support a finding that good faith efforts have been made to replace the original
DBE. The fact that the Bidder has the ability and/or desire to perform the Contract work with
its own forces does not relieve the Bidder of the obligation to make good faith efforts to find a
replacement DBE, and it is not a sound basis for rejecting a prospective replacement DBE's
reasonable quote.
(f) Making efforts to assist interested DBEs in obtaining bonding, lines of credit, or insurance
as required by the recipient or Bidder.
(g) Making efforts to assist interested DBEs in obtaining necessary equipment, supplies,
materials, or related assistance or services, but not directly or indirectly providing equipment,
supplies or materials to the DBE.
(h) Effectively using the services of available minority/women community organizations;
minority/women contractors' groups; local, State, and Federal minority/women business
assistance offices; and other organizations as allowed on a case-by-case basis to provide
assistance in the recruitment and placement of DBEs.
(3) If the Department determines that the apparent lowest responsive Bidder has failed to commit to meet the
Contract DBE Goal and made adequate good faith efforts to do so, the Department must, before awarding the
Contract, provide the Bidder an opportunity for Administrative Reconsideration.
The apparent lowest responsive Bidder will have the opportunity to provide written documented evidence or
argument concerning the issue of whether it met the Contract DBE goal or made adequate good faith efforts to
do so to an official who did not take part in the original determination that the Bidder failed to meet the
Contract DBE goal or made adequate good faith effort to do so, pursuant to 49 C.F.R. 26.53(d). The apparent
lowest responsive Bidder has the opportunity to meet in person with the Reconsideration Official to discuss the
issue of whether it met the Contract DBE goal or made adequate good faith efforts to do so.
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Within 1 working day of being notified by the Department that it is not a responsible Bidder because it failed to
meet the Contract DBE goal and made adequate good faith efforts to do so, a Bidder may make a request for
administrative reconsideration in writing to the New Jersey Department of Transportation, Director, Division of
Procurement, PO Box 605, Trenton, New Jersey, 08625-0605. The Bidder must specify one of the following
types of administrative reconsideration in its request:
(i)
Written Review by the Department. If the Bidder seeks written review by the Department, it
must submit written documented evidence or argument proving the Bidder met the Contract
DBE goal at time of Bid or submitted adequate good faith efforts to do so within 5 days after
bid opening, to the Department within 2 working days of the Bidder’s request for
Administrative Reconsideration.
(ii)
(ii) In-Person Meeting. If the Bidder seeks an in-person meeting by the Department it must
submit written documented evidence or argument proving the Bidder met the Contract DBE
goal at time of Bid or submitted adequate good faith efforts to do so within 5 days after bid
opening, to the Department within 2 working days of the Bidder’s request for Administrative
Reconsideration. The in-person meeting will be scheduled by the Department as soon as time
permits.
If the timeframe for a Bidder’s request for Administrative Reconsideration, or submission of written
documented evidence or argument proving the Bidder met the Contract DBE goal or submitted
adequate good faith effort to do so falls on a weekend or holiday, the written requests are due to the
Department on the next working day. The Department, at its discretion, may not review or consider
any documentation or argument in its administrative reconsideration that was not contained in the
Bidder’s request for written review or in-person meeting with the Department.
Once the Reconsideration Official has made a determination, the Department will send the Bidder a
written decision on reconsideration, explaining the basis for finding that the Bidder did or did not meet
the DBE goal or make an adequate good faith effort to do so.
Failure to follow this request procedure may result in the Bidder’s waiver of the right for
Administrative Reconsideration under this Section.
The result of the reconsideration process is not administratively appealable to the USDOT.
2.Contract ESBE Goal. Where a Contract ESBE goal is set, the Bidder shall follow all requirements and the same
administrative reconsideration procedure of 102.13.
PART C IS CHANGED TO:
C.
All Projects. Prior to the time of contract award:
1.
Submit proof of business registration with the Division of Revenue and Enterprise Services in the New Jersey
Department of Treasury as required by N.J.S.A. 52:32-44. Information on how a business can register and
obtain proof of business registration can be accessed on the internet at www.nj.gov/njbgs.
2.
On the Disclosure of Investment Activities in Iran (Form DC-16) provided by the Department, certify pursuant
to N.J.S.A. 52:32-58, that neither the Bidder, nor one of its parents, subsidiaries, and affiliates (as defined in
N.J.S.A. 52:32-56(e)(3)), is listed on the Department of the Treasury's List of Persons or Entities Engaging in
Prohibited Investment Activities in Iran and that neither is involved in any of the investment activities set forth
in N.J.S.A. 52:32-56(f). If the Bidder is unable to certify, the Bidder shall provide a detailed and precise
description of such activities to the Department.
THE FOLLOWING IS ADDED IN PART C:
3.
FOR LOCAL AID PROJECTS: The Bidder must certify, in writing, pursuant to NJSA 52:32-44.1, to the
LPA that neither the Bidder nor its affiliates are debarred at the federal level from contracting with a federal
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government agency. The LPA shall not make, negotiate, or award to any Bidder that does not provide the above
certification. In addition, all Bidders must register with the federal System for Award Management (SAM)
prior to contract award. ln order to comply with this requirement, Bidders must register in SAM at sam.gov
and the Department will verify the successful Bidder's registration in SAM prior to contract award.
THE FOLLOWING IS ADDED IN PART C:
4.
On the “Certification of Non-Involvement in Prohibitive Activities in Russia or Belarus Form” provided by the
Department, certify pursuant to N.J.S.A. 52:32-60.1, that neither the Bidder nor its affiliates are engaged in
prohibited activities in Russia or Belarus as defined therein.
THE FOLLOWING IS ADDED IN PART C:
5.
Submit proof of valid Public Works Contractor Registration issued by the New Jersey Department of Labor,
Division of Wage and Hour Compliance according to N.J.S.A. 34:11-56.48, et seq.
THE FOLLOWING IS ADDED TO PART C:
6.
N.J.S.A. 34:1A-1.16 authorized the New Jersey Department of Labor and Workforce Development (NJDOL)
to create a list on its website, dubbed the Workplace Accountability in Labor List (WALL), of any person found
in violation of any State wage, benefit, and tax laws and against whom a final order has been issued by the
NJDOL for such violation. Any person or business named on the WALL is prohibited from contracting with
the Department until that person or business has been removed from the WALL. The WALL is found at
https://www.nj.gov/labor/ea/osec/wall.shtml
102.15 DISQUALIFICATION OF BIDDERS
The Department will disqualify a Bidder and reject a bid submitted by that Bidder if the Bidder is determined by the
Department to lack responsiveness. Failure of a Bidder to follow the requirements of 102.10 demonstrates a lack of
responsiveness.
THE SECOND PARAGRAPH IS CHANGED TO:
The Department will disqualify a Bidder and reject a bid submitted by that Bidder if the Bidder is determined by the
Department to lack responsibility. Factors demonstrating a lack of responsibility include, but are not limited to:
1.
Evidence of collusion among Bidders.
2.
Uncompleted work, which in the opinion of the Department, might hinder or prevent completion of additional
work if awarded.
3.
Failure to submit at time of bid or within 5 days of bid opening, a completed and signed CR-266 – Schedule of
Disadvantaged Business Enterprise/Emerging Small Business Enterprise/Small Business Enterprise
Participation.
4.
Failure to submit within 5 days of bid opening, proof of documented evidence of good faith efforts to meet the
Contract goal, if the Bidder fails to meet the Contract DBE, ESBE or SBE goal.
5.
Failure to submit within 5 days of bid opening, a completed and signed Confirmation of DBE/ESBE/SBE Firm
(Form CR-273) for each DBE/ESBE/SBE firm listed on the CR-266. The Bidder shall not complete any portion
of the CR-273 form.
6.
Failure to submit within 5 days of bid opening, a completed and signed DBE/ESBE/SBE Trucking Verification
(Form CR-274) for each DBE/ESBE/SBE firm listed on the CR-266, if applicable. The Bidder shall not
complete any portion of the CR-274 form.
7.
Failure to submit within 5 days of bid opening, a completed and signed DBE/ESBE/SBE Regular
Dealer/Supplier Verification (Form CR-272) for each DBE/ESBE/SBE Regular Dealer/Supplier listed on the
CR-266, if applicable. The Bidder shall not complete any portion of the CR-272 form.
8.
Failure of the Bidder to meet the Contract DBE, ESBE, or SBE goal as determined by the DCR/AA, or make
adequate good faith efforts to do so.
9.
Failure of the Bidder to acknowledge that the prevailing wage rate is accounted for in their bid pricing and that
the Bidder agrees to pay the prevailing wage rate, if awarded the Contract, for Projects subject to the New Jersey
Prevailing Wage Act, N.J.S.A. 34:11-56.25 to .98,
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10. Submission of a materially unbalanced bid. A materially unbalanced bid is a bid where there is a reasonable
doubt that award to the Bidder submitting a mathematically unbalanced bid, which is structured on the basis of
nominal prices for some work and inflated prices for other work, will result in the lowest ultimate cost to the
Department.
11. Lack of competency or lack of adequate machinery, plant, or other equipment.
12. Unsatisfactory performance on previous or current contracts.
13. Questionable moral integrity as determined by the Attorney General of New Jersey or the Department.
14. Any other outward actions or lack of action that demonstrates the Bidder is not responsible.
15. Disqualification, suspension, or debarment of an individual firm, partnership, corporation, joint venture, or any
combination as required by N.J.A.C. 16:44-11.1 or Federal Government’s System for Award Management
(SAM), located at https://www.sam.gov/SAM/ for federally assisted contracts.
16. If the bidder is Federally debarred pursuant to N.J.S.A. 52:32-44.1.
THE FOLLOWING IS ADDED TO THE SECOND PARAGRAPH:
17. The Bidder is listed on the Workplace Accountability in Labor List (WALL), prohibiting the Bidder from public
contracting under N.J.S.A. 34:1A-1.16, the law establishing the WALL.
SECTION 104 – SCOPE OF WORK
104.03 CHANGES OF THE CONTRACT
104.03.01 Authority to Make Changes
THE FIRST PARAGRAPH IS CHANGED TO:
The Department has the right to make changes to the Work at any time, including altering the Contract, altering the
requirements of an Item, increasing, or decreasing the quantities of any Item, or deleting any Item. Such changes neither
invalidate the Contract, nor release the Surety. The Contractor agrees to perform the Work as changed. If the Contractor
does not perform, or refuses to perform the Work as changed, the Department may perform the work with its own forces.
If the Department mobilizes its forces to perform the work, the Contractor agrees to pay the Department’s cost of
performing the work including the cost of material and labor used and the actual costs for police traffic protection and
maintenance and protection of traffic as specified in 107.16.
The Contractor may request changes to the Contract.
The Department will direct changes using a written Field Order or Change Order as follows:
1. Field Orders. The RE has the right to unilaterally direct Contractor performance with a written Field Order. Upon
receipt of a Field Order, proceed as directed by the Field Order. A Field Order will state whether the directions provided
by the Field Order are eligible for payment or modification of Contract Time. The Department will provide such
payment or modification to Contract Time in a subsequent Change Order.
2. Change Orders. The Department will modify the Contract with a Change Order.
The Department has the right to unilaterally make the following changes: make minor increases or decreases in quantity;
modify Contract Time as specified in 108.11; direct New Work to be performed on a force account basis; and establish
payment modifications for damages, credits, bonuses, and penalties provided for in the Contract.
For changes that require the Contractor’s assent, the RE will negotiate the terms of the change and the Department will
offer a Change Order. If the Contractor accepts the offer, the Contractor will sign the Change Order, whereupon the
Department may approve and issue the Change Order. By signing a Change Order, the Contractor agrees that the Change
Order constitutes the full extent of the agreement between the Department and the Contractor, including the full extent of
payment and modified Contract Time for the work and for any effects upon all and any part of the Work, and supersedes
any prior written or oral agreement between the 23 parties. Additionally, the Contractor acknowledges the sufficiency
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and propriety of the consideration for the work detailed in the Change Order and understands that the agreement is
binding.
Upon receipt of an approved Change Order, proceed as directed by the Change Order.
DBE or ESBE goals apply to work performed through Field Orders and Change Orders. On Federal Aid Projects, the
Contractor is responsible for complying with the DBE program, rules and regulations of 49 CFR Part 26, the
requirements as specified in 105.02.05, Federal Aid Project Attachments 1 through 11 for this work.
Contractor resubmission of CR-266, CR-273, CR-272, and CR-274 forms may be required on the work performed
through Field Orders and Change Orders.
Do not deviate from the requirements of the Contract unless and until a Field Order is issued by the RE or a Change
Order is approved by the Department.
104.03.02 Protests to Change Orders
THE SUBPART IS CHANGED TO:
If the Contractor disagrees with any terms or conditions set forth in a Change Order, submit a written protest to the
Department within 30 days after the date of receipt of the Change Order.
A protest is notice that the terms and conditions for proposed work are not in accordance with the Contract, quantity
adjustments are incorrect, or that the modification for Contract Time is incorrect. A protest is not a substitute for notice
as specified in 104.03.04. Providing a protest within 30 days after the date of the receipt of a Change Order may not meet
the requirements of 104.03.04 or N.J.S.A 59:13-5 and the Department will not make payment for the costs of a claim if
recovery is barred by other provisions in the Contract.
In the protest, list the points of disagreement, and, if possible, the specification references, quantities, and costs involved.
Ensure that the protest is a specific, detailed statement of the points of disagreement. The Department will reject general
protests. If the Department rejects a protest for being a general protest, provide a specific, detailed statement within 7 days
of such rejection.
Regardless of whether the Contractor’s assent is required, if the Contractor refuses to sign the change order or submit an
acceptable written protest within 30 days after the date of receipt of the Change Order or within 7 days of the initial
rejection of a protest, the Department will make payment and modify Contract Time as set forth in the Change Order.
Such payment is full payment for all work included or required by the Change Order and is conclusive as to any Contract
Time modifications provided for therein or in establishing that no Contract Time modification was warranted.
When the Contractor signs a change order and the Department processes the Change Order within 15 days of receiving the
Contractor’s signature, the Contractor is barred from protesting the Change Order.
Protest does not relieve the Contractor from the obligation to proceed with work directed by an approved Change Order.
104.03.03 Types of Changes
1.
Quantity Increases and Decreases.
THE SECOND PARAGRAPH IS CHANGED TO:
For minor changes in quantity, the Department will make payment for the quantity of the Item performed at the
bid price for the Item. Construction layout is included in the price of the original work.
3.
Changes in the Character of Work.
THE THIRD PARAGRAPH IS CHANGED TO:
If a modification cannot be reached by agreement, the Department will make payment, only for the change in
work, by force account as specified in 104.03.08.
104.03.07 Tracking Costs
THE FIRST SENTENCE OF THE FIRST PARAGRAPH IS CHANGED TO:
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For all work directed to be paid for by force account, track and maintain complete records to provide a clear
distinction between the costs for the Force Account work and the costs for other operations. For costs which the Contractor
will pursue reimbursement through a Notice or Claim, track and maintain complete records in Force Account style making
a clear distinction between Contract work and the work related to the alleged changed condition.
104.03.08 Force Account
THE FIRST SENTENCE OF THE FIRST PARAGRAPH IS CHANGED TO:
Payment made for the work directed to be performed by force account represents full payment for that work including
layout.
PART 6 IS CHANGED TO:
6.
Extraordinary Expenses. Extraordinary Expenses will be limited to only permit and disposal fees, including
any associated required soil testing. The Department will only make payment for Extraordinary Expenses if
they are approved by the RE before incurring the cost and evidenced by paid invoices. If the cost is, in the
opinion of the RE, excessive, then the Department will limit the payment for such expenses to reasonable costs
as available in the prevailing market.
THE FIRST PARAGRAPH OF PART 7 IS CHANGED TO FOLLOWING:
7.
Equipment. The Department will make payment for Contractor-owned or rented equipment required for the
force account work. The Department will not provide payment for equipment that is determined to be more
than necessary or unsuitable by the RE for the force account work or that is inoperable due to breakdown or
during periods of repair. In the event the Contractor proposes to use equipment of a higher cost, including
equipment with one or more of the following: specialized functionality, features, trim levels, options, or
accessories than that suitable and necessary for the work, the Department will make payment at the rate
applicable to the suitable and necessary equipment. The Department will make payment for Contractor-owned
or rented equipment as follows:
PART 7.B IS CHANGED TO THE FOLLOWING:
b.
Rented Equipment. In the event that the Contractor does not own a specific type of equipment and must
obtain it by rental, submit in writing to the RE for approval the need to rent the equipment and the rental
rate for that equipment before using it on the work. Ensure the rental company does not rent equipment
exclusively to a single Contractor. The Department will make payment for the rental of the equipment as
specified in the rental agreements and as evidenced by paid invoices for the time that the equipment is
used to accomplish the work, plus the cost of moving the equipment to, on, and away from the work site.
104.03.09 Delay Damages
1.
Non-Productive Activity. The Department will make payment for the following non-productive activities:
PART E IS CHANGED TO:
e.
Equipment. If as the result of the delay, the equipment cannot be used for any active work and is directed
by the RE to remain on the work site during the delay, the Department will make payment as specified in
104.03.08.7.a.5. If as the result of the delay, the RE determines that the equipment cannot be used for any
active work, the RE may request the Contractor to remove the equipment. The Contractor may remove
the equipment from the work site or allow it to remain. If the equipment is removed from the work site,
the Department will make payment for labor and equipment costs to remove the equipment and to return
it to the work site at the end of the delay period. If the equipment remains, the Department will not make
payment for the equipment as specified in 104.03.08.7.
If the equipment is required for additional maintenance within the Project Limits, maintenance of traffic
control devices, maintenance of SESC measures, and similar activities resulting from the delay and
approved by the RE, the Department will make payment as specified in 104.03.08.7.
THE FOLLOWING IS ADDED:
4.
Equipment Escalation. If, as the result of the delay, equipment use, which had a planned late-finish date
occurring before an equipment rate increase date, is required to start after the equipment rate increase date, the
Department will make payment for the following:
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a.
Contractor owned equipment. Equipment costs as specified in 104.03.08 at the higher rate as evidenced
by a comparison of the Blue Book rate between the planned late finish date for the work and the Blue
Book rate when the work was required because of the delay.
b.
Rented equipment. Equipment costs as specified in 104.03.08 at the higher rate as evidenced by a
comparison of rental agreements, including paid invoices, between the planned late finish date for the
work and the date the work was required because of the delay. If rental agreements and paid invoices are
not available, provide quotes from the rental company for both dates.
SECTION 105 – CONTROL OF WORK
105.02 RESPONSIBILITIES OF THE CONTRACTOR
105.02.05 Civil Rights Requirements
The Contractor is obligated to comply with Title VI of the Civil Rights Act of 1964, 49 CFR Part 21 and 28 CFR Section
50.3, 2 C.F.R. Part 200 and 2 C.F.R. Part 200 Appendix II and any other Rules relative to Nondiscrimination as they may
be amended from time to time, which are herein and incorporated by reference and made part of the Contract. The
Contractor in the performance of the Contract agrees to comply with nondiscrimination regulations and other
requirements as specified in Section 107. Failure of a Contractor to comply with the nondiscrimination provisions of the
Contract may result in the actions as set forth as specified in Sections 105, 108, and 109.
The source of funding determines which EEO regulations and goals (Federal and/or State goals) apply to a specific
project.
1. Federal Aid Projects. On contracts containing Federal funding, Federal EEO regulations and goals apply as
specified in Federal Aid Project Attachments 1 through 11. The DCR/AA monitors and reviews these projects
on behalf of the Federal Highway Administration (FHWA), under Federal statutes (23 USC 140) and Rules (23
CFR 230, 2 CFR Part 200).
Comply with the DBE/ESBE program, rules and regulations of 49 CFR Part 26 in the administration of the
Contract. Failure to do so is a material breach of the Contract and may result in termination of the Contract, or
other such actions that the Department or the FHWA deem appropriate which may include, but are not limited
to, rejection of bids, denial or limit of credit toward the Contract goal, payment being delayed or withheld as
specified in Section 105, assessing sanctions as set forth in 49 CFR Part 26, and default as specified in Section
108. Deliberate attempts by the Contractor or subcontractors to circumvent or commit fraud in the DBE/ESBE
program may result in termination of the Contract as specified in Section 108, investigation by the
Department’s Inspector General or the U.S. Department of Transportation, or both, and prosecution by the State
Attorney General’s Office or the U.S. Department of Justice, or both.
THE THIRD PARAGRAPH IS CHANGED TO:
Ensure compliance with the labor standards provisions of the Contract. Submit weekly certified payrolls
and Statement of Compliance as required in the Contract to the RE. Monitor and verify the owner-
operator status of all DBE and non-DBE truckers working on Federal Aid Projects used for the Contract.
Submit the DBE Trucking Verification (Form CR-274) to the Department. Failure of a Contractor to
meet the requirements of this paragraph may result in payment being delayed or withheld as specified in
Section 105, default as specified in Section 108, disqualifying the Contractor from future bidding as non-
responsible, or termination of the Contract as specified in Section 108.
For Local Aid Projects
Reference to Diane B. Allen Equal Pay Act has been removed.
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Obtain executed subcontract agreements as specified in Section 108. Failure of a Contractor to meet this
requirement may result in payment being delayed or withheld as specified in Section 105, default as specified in
Section 108, disqualifying the Contractor from future bidding as non-responsible, or termination of the Contract
as specified in Section 108.
The Contractor is responsible for compliance by any subcontractor, lower tier subcontractor as specified in
Section 108. On Federal Aid construction contracts, utilize a DBE that performs a commercially useful function
(CUF) and performs the work committed to at the time of Contract award. Monitor and report DBE
participation on the Contract, on a monthly basis utilizing the CR-267 - Monthly Report of Utilization of
DBE/ESBE or SBE form. Failure of a subcontractor or lower tier subcontractor may result in denial or limit of
credit toward the Contract DBE goal, payment being delayed or withheld as specified in Section 105; default as
specified in Section 108, or termination of the Contract as specified in Section 108.
The Contractor is required to make good faith effort as defined in 23 CFR Part 230 and 41 CFR Part 60 in
meeting the Equal Employment Opportunity, Affirmative Action, on-the-job training and female and minority
work hour goals. Ensure compliance by subcontractors and lower tier subcontractors. Failure of the Contractor,
subcontractor or lower tier subcontractor to meet these requirements may result in payment being delayed or
withheld as specified in Section 105; default as specified in Section 108, or termination of the Contract as
specified in Section 108.
Utilize the specific DBEs listed to perform the work, manufacturer the materials or goods, and furnish or supply
the equipment, materials, supplies or services for which each is listed on the CR-266 unless prior written
consent from the DCR/AA is obtained. Unless prior DCR/AA consent is provided, the Contractor shall not be
entitled to any payment for work or material unless it is performed or supplied by the listed DBE.
The Contractor is responsible for Equal Employment Opportunity requirements of the Contract, including
Affirmative Action, EEO workforce and On-The-Job Training. Failure by the Contractor to meet the
requirements of the Affirmative Action Program for Equal Employment Opportunity may result in payment
being delayed or withheld as specified in Section 105 pending corrective and appropriate measures by the
Contractor to the satisfaction of the Department.
The Contractor is responsible for compliance with the Trainee program. Failure to meet this requirement may
result in payment being delayed or withheld as specified in Section 105, default as specified in Section 108,
disqualifying the Contractor from future bidding as non-responsible, or termination of the Contract as specified
in Section 108.
The Contractor and subcontractors are required to provide all information and reports as specified in Section
107.
a.
Disadvantaged Business Enterprise/Emerging Small Business Enterprise Goals for this Contract
This Contract includes a goal of awarding a percentage of the Total Contract Price to subcontractors,
transaction expeditors, regular dealers, manufacturers and truckers qualifying as certified DBEs/ESBEs as
specified in Federal Aid Project Attachment 1 – Disadvantaged Business Enterprise Utilization on Federal
Aid Projects or Federal Aid Project Attachment 1 – Emerging Small Business Enterprise Utilization on
Federal Aid Projects, of the Special Provisions.
To receive DBE credit toward meeting a contract goal in the context of the contract award process, a DBE
firm must be certified before the due date for bids or offers on the Contract, as stated in 49 CFR Part
26.81(c). There may be situations after the award of the Contract, however, in which it is appropriate to
count DBE credit for the use of a DBE firm certified after the contract is executed. To be eligible to obtain
DBE credit, a DBE firm must be certified before the subcontract on which it is working is executed.
A Contractor is deemed to have satisfied the requirements of the DBE Program if the Contractor meets the
Contract DBE goal or the approved DBE commitment utilizing the approved, certified DBEs for the kind
and type of work shown on the most recent approved CR-266 – Schedule of Disadvantaged Business
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Enterprise/Emerging Small Business Enterprise/Small Business Enterprise Participation form or
demonstrates an adequate GFE. DCR/AA will determine whether or not the Contractor met the Contract
DBE goal or demonstrated adequate GFE. Failure to meet the Contract DBE goal or the approved DBE
commitment, without demonstrating an adequate GFE, is considered a material breach of the Contract.
The Contract DBE goal may be changed by the Department based on changes in the Work that increase or
decrease work assigned to approved DBEs, or to create potential DBE subcontracting opportunities
regarding the Contract. The Department’s DCR/AA will evaluate these changes in the Work in the same
manner that the original Contract DBE goal or the approved DBE commitment was established.
THE LAST SENTENCE OF THE FOURTH PARAGRAPH IS CHANGED TO:
When the Contract DBE goal or the approved DBE commitment is increased or decreased due to changes
in firms, type of work, work items or subcontract value, and for each Field / Change Order that increases
or decreases the Contract’s dollar value, submit to DCR/AA to determine if and how these changes will
apply to the Contract DBE Plan/Program:
(i)
a completed and signed Form CR-266 – Schedule of DBE/ESBE/SBE Participation listing
each DBE firm being used to meet the Contract goal.
(ii)
a completed and signed Verification of DBE/ESBE/SBE Firm (Form CR-273) for each firm
listed on the CR-266 to demonstrate direct written confirmation from each DBE firm of
willingness to participate on the Contract, confirming the kind and amount of work that was
provided on the Contractor’s CR-266, and, if applicable,
(iii)
a completed and signed DBE/ESBE/SBE Regular Dealer/Supplier Verification (Form CR-
272) for all Regular Dealers/Suppliers listed on the CR-266 form, and, if applicable,
(iv)
a completed and signed DBE/ESBE/SBE Trucking Verification (Form CR-274) for all DBE
trucking firms listed on the CR-266.
(v)
a written explanation of each revision, and why
In such circumstances, do not complete any portion of the CR-273, CR-272, or CR-274 forms, and the
Contractor shall meet the Modified DBE goal or demonstrate an adequate GFE.
a.
Disadvantaged Business Enterprise/Emerging Small Business Enterprise Goals for this Contract
THE LAST PARAGRAPH IN PART A CHANGED TO:
If the Contractor fails to meet the Contract DBE goal, without demonstrating an adequate GFE as
determined by DCRAA, the Department will make a payment reduction from the total amount of payments
made to the Contractor equal to the value of the DBE goal not attained as follows:
Value of DBE Goal Payment Reduction = (CG – AG) x CP
Where:
CG =
Contract DBE Goal percentage, or approved DBE commitment, or if modified by the Department, the
Modified DBE Contract Goal percentage.
AG =
Attained DBE Goal percentage = (total dollar amount paid to DBE suppliers and DBE subcontractors
divided by CP) plus the percent value attributed to the Contractor’s GFE approved by the Department.
CP =
Total Adjusted Contract Price less the payment adjustments for PERFORMANCE BOND AND
PAYMENT BOND, and changes not associated with actual work including but not limited to
incentives/disincentives, bonuses/penalties, acceleration, and portions of settlements not associated with
work.
THE FOLLOWING IS ADDED AT THE END OF PART A:
If the Contractor fails to meet the Contract DBE goal and DCR/AA deems the Contractor’s GFEs
insufficient, the Department will provide the Contractor with an opportunity for an in-person meeting or
written review of information and documentation provided with its Final DBE Report (Form CR 268).
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The Contractor will be required to make its case based on information it provided with Form CR 268. No
new DBE evidence (e.g. revised CR 268 or introduction of new information/documentation) will be
considered. The Contractor may make a request for an in-person meeting or written review in writing to
the New Jersey Department of Transportation, Director, Division of Procurement, PO Box 605, Trenton,
New Jersey, 08625-0605. The Contractor must specify one of the following in their request:
(i)
Written Review by the Department. If the Contractor seeks written review by the Department, it
must submit written documented evidence or argument proving the Contractor submitted adequate
good faith efforts; and include a narrative on what information DCR/AA failed to consider and/or
where the regulations/rules were misapplied.
(ii) In-Person Meeting. If the Contractor seeks an in-person meeting by the Department, it must submit a
written request for a meeting along with written documented evidence or argument proving the Contractor
submitted adequate good faith efforts; and include a narrative on what information DCR/AA failed to
consider and/or where the regulations/rules were misapplied. The in-person meeting will be scheduled by
the Department as soon as time permits.
Trainees
This contract includes a trainee goal which is part of the contractor’s equal employment opportunity affirmative action
program, on-the-job training aimed at developing full journey people in the type of craft or job classification involved on
the project as specified in section h of Federal Aid Project Attachment 2 – Specific Equal Employment Opportunity
Responsibilities on NJDOT Federal Aid projects, of the Special Provisions.
105.05 WORKING DRAWINGS
FOR LOCAL AID PROJECTS THE FOLLOWING TABLE 105.05.1 IS REVISED: ALL WORKING DRAWINGS
ARE TO BE REVIEWED AND APPROVED BY THE DESIGN CONSULTANT OR THE DESIGNEE OF THE LPA.
THE CONTRACTOR WILL SUBMIT THREE COPIES OF THE WORKING DRAWINGS TO THE RE FOR
SUBMITTAL TO THE REVIEWER. AFTER APPROVAL, ONE COPY WILL BE RETAINED BY THE REVIEWER,
ONE BY THE RE AND ONE BY THE CONTRACTOR. ADDITIONAL COPIES MAY BE REQUESTED BY THE
LPA.
Table 105.05-1 – Working Drawing Submission Category
Approved
Approved
Breakaway I-Beam GA Sign Support Posts
Catalog Cuts (related to landscape Items)
Bridge Drainage
Change in Structural Steel Details
Bridge Railing and Fencing Anchorage System
Change of Prestressed Concrete Strand Patterns
Catalog Cuts
Demolition Plans
Composite Piles
Erection Plans
DMS Sign Support Structure
High Load Multi-Rotational (HLMR) Bearings
DMS Standard Ground Mounted
Isolation Bearings
Elastomeric Bearings Pads
ITS System Drawings, including Block Diagrams
Electrical Items Not Pre-Qualified
Machinery and Electrical Items for Movable Bridges
Expansion Joint Assemblies (except Modular Expansion Joint
Assemblies)
Mechanically Stabilized Earth (MSE) Walls
Precast Prestressed Concrete Beams and Piles Fabrication
Modular Expansion Joint Assemblies
Reinforced Elastomeric Bearings
Other work shown on the Plans as conceptual
Sign Legends
Precast Concrete Arch Structures
Sign Support Structures
Precast Concrete Box Culverts
Structural Steel Fabrication
Prefabricated Modular Walls
Stay-In-Place Forms
Temporary Sheeting and Cofferdams
Temporary Shielding
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Temporary Structures
Value Engineering Plans
2.
Approved Working Drawings.
THE LAST SENTENCE OF THE FIRST PARAGRAPH IS CHANGED TO:
The Reviewer will require 14 days for review and approval or rejection and return of working drawings.
105.07.01 Working in the Vicinity of Utilities
A.
Initial Notice.
Water:
DEPARTMENT OF WORKS
ATTN: JENNIFER HARRINGTON
JHARRINGTON@HIGHBRIDGE.ORG
Sewer:
DEPARTMENT OF WORKS
ATTN: JENNIFER HARRINGTON
JHARRINGTON@HIGHBRIDGE.ORG
Telephone:
CENTURYLINK
ATTN: HEATHER BLACKBURN
HEATHER.BLACKBURN@LUMEN.COM
Gas:
ELIZABETHTOWN GAS
ATTN: KEVIN ESCOBAR
KESCOBAR@SJINDUSTRIES.COM
Electric:
JERSEY CENTRAL POWER & LIGHT
ATTN: ROBIN ALSTON-SANTIAGO
RALSTONSANTIAGO@FIRSTENERGYCORP.COM
Cable:
COMCAST
ATTN: JASON WESTER
JASON_WESTER@COMCAST.NET
Railroad:
NJTRANSIT
ATTN: THOMAS SWITZER
TSWITZER@NJTRANSIT.COM
B.
Locating Existing Facilities.
2.
Fiber Optic Markout Form is available at:
http://www.state.nj.us/transportation/eng/elec/ITS/requests.shtm.
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Bureau of Traffic Operations, North Region (TOCN)
670 River Drive
Elmwood Park, NJ 07407-1347
Telephone: 732-697-7360
For Weigh-in-Motion and Traffic Volume systems contact:
Transportation Data and Safety Unit
PO Box 600
Trenton, NJ 08625
609-963-1891
For Roadway Weather Information Systems contact:
Permits, Electrical Maintenance & Claims Unit
PO Box 600
Trenton, NJ 08625
609-963-1829
C.
Protection of Utilities.
THE FOLLOWING IS ADDED AFTER THE FOURTH PARAGRAPH:
Complete a Request for Right of Entry onto railroad property in compliance with the requirements of the specific
railroad.
.
Frequency of Trains
Location
Speed
Number Per Day
Time
105.07.02 Work Performed by Utilities
Company Name & Address
Contact Person
Number of Day/s Advance Notice
Stage # ______
Utility Company Name
Work Description
Work Duration
(Day/s)
Restriction
Stage Total
_________________
105.09 LOAD RESTRICTIONS
THE FOLLOWING IS ADDED:
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Material Transfer Vehicles Structural Load Restriction
Route
Bridge Structures
Structure Name
Material Transfer Vehicles
Number
Mile Post
MTV SB-
2500C by
Roadteck
MTV MC-
330 by
Blaw-Knox
MTV SB-
1500B by
Roadteck
MTV SB-
1000B by
Roadteck
Gross
Weight
125,500 lbs
Gross
Weight
114,100 lbs
Gross
Weight
92,000 lbs
Gross
Weight
74,000 lbs
THE FOLLOWING SUBSECTION IS ADDED:
105.11 CONSTRUCTION LAYOUT
THE LAST SENTENCE OF THE FIRST PARAGRAPH IS CHANGED TO:
Perform a site investigation within the Project Limits to locate existing ROW markers, property markers, survey control
markers, and monuments. Before beginning construction operations, protect ROW markers, property markers, survey
control markers, and monuments from disturbance and destruction. Notify the RE of the location of property markers and
monuments that are in danger of being removed or disturbed and tie to fixed points or locate from established contract
control. Do not remove or disturb existing ROW markers, property markers, survey control markers, and monuments until
obtaining RE approval. Record and provide a report of the findings of the site investigation to the RE.
Before removing a monument that is not owned by the Department, notify the agency to which the monument belongs of
the need to remove the monument. Provide the RE with copies of correspondence with the agency, as well as the agency’s
written requirements or guidelines for setting monuments.
If a monument or marker is disturbed or removed without RE approval, the Contractor is responsible for reimbursing the
Department for the cost to replace the monument.
Perform layout for the construction of the Contract using the control points and data shown on the Plans. Perform layout
under the direct supervision of a licensed land surveyor. Preserve control points throughout the duration of the Project.
Reset control points that are damaged, lost, displaced, or removed.
Before beginning construction operations, verify the vertical and horizontal controls provided in the Plans using, at a
minimum, third-order, Class I accuracy procedural standards and equipment. Notify the RE in writing of discrepancies or
errors and obtain resolution before proceeding with the work. Upon request, provide the RE with survey notes and
calculations related to the field control verification.
Before beginning construction operations, establish lines for ROW, easement, and other restrictions, such as boundaries
for environmentally sensitive areas to define the limits of construction and temporary operations. Establish limits of tree
protection and other vegetation to be preserved. Do not encroach on private property, except as allowed by easements.
Document existing site conditions, including vegetation, in areas to be used for excavation, temporary construction,
storage, parking, movement of equipment, field office, etc. which will have to be later restored to pre-existing conditions.
Provide documentation, including photographs, to the RE.
Provide the Utilities with the layout needed to install relocated utility facilities and coordinate the Work. Ensure that
relocated facilities do not conflict with proposed construction, including High Voltage Proximity Act conflicts.
Establish the exact location of the Work from the control points. Reference the Work to baselines that are established from
the control points. Maintain baselines until Completion.
Provide and maintain offset baseline stakes for roadways, ramps, jughandles, and turnarounds outside the limits of grading
and construction. Set offset stakes at a maximum interval spacing of 50 feet. Where baselines have a radius of less than
475 feet, provide offset stakes at a maximum interval spacing of 25 feet. Identify and mark each stake to show the offset
distance from the baseline and provide grade sheets to the RE showing the cut or fill to the finished profile lines with
reference to the offset stakes. Provide grade sheets for construction of subbase that include calculations to establish the
typical cross section from the profile grade stake. Provide adequate and accurate offset lines during construction that
requires occupation of the baseline points by construction operations. Provide the RE with assistance as requested for
verification of lines, grades, boundaries, dimensions, and elevations.
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Construct the Work to the dimensions and tolerances noted within the Contract. Except where otherwise noted, construct
subbase, base courses, pavements, and structures to within 1/4 inch of the elevations, stations and offsets noted in the
Contract. If work does not conform to the tolerances allowed, the Department may consider the work to not be in
conformance with the work as specified in 105.03.
For each bridge and sign structure within the Project Limits, provide the RE as-built measurements of the minimum vertical
underclearance at each lane line, shoulder line, curb line, and edge of pavement line under a structure to the nearest
hundredth of a foot. For each bridge structure, provide vertical underclearance measurements at each fascia beam and the
portions of the structure that govern the minimum vertical underclearance. Provide minimum vertical underclearance
measurements prior to the completion of each stage of construction. Notify the RE in writing of any discrepancies, errors,
or deviations from plan dimensions and clearances prior to opening any bridge or structure or any portion thereof to traffic.
Upon request, provide the RE with survey notes and calculations related to the alignment and horizontal and vertical
control, and field notes to document the ROW, including easements and monument locations. Maintain survey notes in a
bound field notebook in a professional manner.
The Department will not make payment for survey, stakeout, and layout. The cost is to be distributed across the various
items of work and to be included in extra work as may be added to the Contract.
If the Department discovers survey errors, including errors that should have been detected during verification of controls
provided in the plans, the Department will deduct the costs of checking and correcting these errors from any money due
to the Contractor.
SECTION 106 – CONTROL OF MATERIAL
THE SECTION HEADING IS CHANGED TO:
SECTION 106 – CONTROL OF MATERIAL AND EQUIPMENT
106.01 SOURCE OF SUPPLY AND QUALITY REQUIREMENTS
THE FIRST PARAGRAPH IS CHANGED TO:
Ensure that materials furnished for the Project are new, unless otherwise specified in the Contract. Comply with
2 CFR 200.323 – Procurement of recovered materials, ensuring that materials furnished for the Project contain, “the
highest percentage of recovered materials practicable,” where the purchase price of the covered item listed exceeds
$10,000. Use materials that conform to the requirements of the Contract. When required by the Contract, use only products
and suppliers listed on the QPL. Use sources of materials that have been approved by the Department on a Materials
Questionnaire as specified in 106.04.
THE FOLLOWING IS ADDED TO THE END OF THE SUBSECTION:
For telecommunication and video surveillance services or equipment a certification is required to confirm that the
telecommunication and video surveillance services or equipment are not from companies as listed in 2 CFR 200.216.
Ensure that the certification includes the statement that all telecommunication and video surveillance services or equipment
proposed in this project are not produced by companies as listed in 2 CFR 200.216.
106.02 DEPARTMENT-FURNISHED MATERIAL
106.03 FOREIGN MATERIALS
THE SUBSECTION HEADING IS CHANGED TO:
106.03 FOREIGN MATERIALS AND EQUIPMENT
2.
Federal Aid Projects.
THE SECOND PARAGRAPH IS CHANGED TO:
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Comply with the Infrastructure Investment and Jobs Act (“IIJA”), Pub. L. No. 117-58, which includes the Build
America, Buy America Act (“the Act”). Pub. L. No. 117-58, §§ 70901-52 and implementing regulations.
Comply with IIJA’s three categories: iron and steel, manufactured products, and construction materials:
a.
Ensure all iron and steel used in the project are produced in the United States. Iron and steel products
means articles, materials, or supplies that consist wholly or predominantly of iron or steel or a combination
of both. Ensure all manufacturing processes, from the initial melting stage through the application of
coatings, occurred in the United States.
b.
Ensure all manufactured products are exempted from the Buy America requirements pursuant to 48 FR
50399 (1983) which excludes manufactured products from 23 CFR 635.410. Manufactured products
means articles, materials, or supplies that have been processed into a specific form and shape; or combined
with other articles, materials or supplies to create a product with different properties than the individual
articles, materials, or supplies.
c.
Ensure all construction materials are manufactured in and manufacturing processes occurred in the United
States. Construction materials includes an article, material, or supply - other than an item of primarily iron
or steel; a manufactured product; cement and cementitious materials; aggregates such as stone, sand, or
gravel; or aggregate binding agents or additives – that is or consists primarily of non-ferrous metals, plastic
and polymer-based products (including PVC, composite building materials, and polymers used in fiber
optic cables), glass (including optic glass), fiber optic cable (including drop cable), optical fiber, lumber,
engineered wood, or drywall. Items that consist of two or more of the listed materials that have been
combined through a manufacturing process, and items that include at least one of the listed materials
combined with a material that is not listed through a manufacturing process, should be treated as
manufactured products, rather than as construction materials.
THE FOURTH PARAGRAPH IS CHANGED TO:
If the Department finds the Contractor failed to comply with the Federal or State provisions regarding foreign materials,
the Department will require the unapproved foreign material be removed and replaced with acceptable material at no
additional cost to the Department.
THE FOLLOWING IS ADDED TO THE END OF THE SUBSECTION:
Comply with 2 CFR 200.216 Prohibition on Certain Telecommunication and Video Surveillance Services or Equipment.
Do not provide Telecommunications equipment produced by Huawei Technologies Company or ZTE Corporation (or any
subsidiary or affiliate of such entities). Do not provide video surveillance and telecommunications equipment produced
by Hytera Communications Corporation, Hanghzou Hikvision Digital Technology Company, or Dahua Technology
Company (or any subsidiary or affiliate of such entities). Do not provide Telecommunications or video surveillance
services provided by such entities or using such equipment.
Do not provide Telecommunications or video surveillance equipment or services produced or provided by an entity that
the Secretary of Defense, in consultation with the director of the National Intelligence or the Director of the Federal Bureau
of Investigation, reasonably believes to be an entity owned or controlled by, or otherwise connected to, the government of
a covered foreign country.
Do not provide any equipment assembled by others that has an integral component that was manufactured and supplied by
the aforementioned companies.
THE FOLLOWING IS ADDED TO THE END OF THE SUBSECTION:
Build America, Buy America domestic preferences for iron and steel, manufactured products, and construction materials
requirements are waived for projects where: 1. The total value of non-compliant products is no more than the lesser of
$1,000,000.00 or 5 percent of total applicable costs for the project. This does not apply to iron and steel subject to the
requirements of 23 USC 313; or 2. The total amount of Federal financial assistance applied to the project is below
$500,000.00. Refer to the August 16, 2023 Federal Register for USDOT’s issuance of a Waiver of Buy America
Requirements for De Minimis Costs and Small Grants at the following link: Federal Register: Waiver of Buy America
Requirements for De Minimis Costs and Small Grants.
106.07.01 Certification of Compliance
THE FIRST PARAGRAPH IS CHANGED TO:
Submit manufacturer’s Certifications of Compliance stating that the materials and assemblies fully comply with the
2018 SRTS – DOWNTOWN CONNECTION PHASE I / FEDERAL PROJECT NO. D00S650
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requirements of the Contract when required by the Contract or requested by the Department, except for materials and
assemblies that are temporary and not incorporated into the final construction and are not iron or steel such as sheeting and
bridge assemblies. The State reserves the right to determine if a specific material or assembly meets this provision.
THE THIRD PARAGRAPH IS CHANGED TO:
Before incorporating the materials into the Project, obtain 3 copies of the manufacturer's Certifications of Compliance for
materials, components, and manufactured items that are accepted by certification. Retain 1 copy and submit 2 copies to
the RE. With the Certification of Compliance, provide a DC-1811, Certificate of Compliance Cover Sheet, identifying the
Item for which it is submitted. For products that contain steel or iron, attach additional documents as required by the
certification procedures as specified in 106.07.02. The Contractor may submit the Certifications of Compliance
electronically to the RE in a scanned document. Include the DC-1811 and all backup documentation in the scanned
document.
106.07.02 Certification for Iron and Steel
THE HEADING AND THE ENTIRE SUBPART IS CHANGED TO:
106.07.02 Certification for Iron and Steel, and Construction Materials
A.
Precast Concrete Steel and Concrete Pipe Certification of Compliance. For precast concrete and concrete pipe
items, a Buy America Compliance Plan is required to confirm that the material meets the Buy America requirements
and the Infrastructure Investment and Jobs Act (“IIJA”), Pub. L. No. 117-58, which includes the Build America, Buy
America Act (“the Act”). Pub. L. No. 117-58, §§ 70901-52 as specified in 106.03. The ME will periodically audit
compliance with the program at the precast plant. If the precast concrete item is not inspected by ME, submit a
Certification of Compliance for the precast concrete item as required in 106.07.01. When a Certification of
Compliance is submitted, ensure that the Certification of Compliance contains a statement that the reinforcing steel
used in the precast concrete item complies with the Buy America requirements and the Infrastructure Investment and
Jobs Act (“IIJA”), Pub. L. No. 117-58, which includes the Build America, Buy America Act (“the Act”). Pub. L. No.
117-58, §§ 70901-52 as specified in 106.03.
B.
Certification for Construction Materials. For construction materials, a Buy America Compliance Plan is required
to confirm that the material meets the Infrastructure Investment and Jobs Act (“IIJA”), Pub. L. No. 117-58, which
includes the Build America, Buy America Act (“the Act”). Pub. L. No. 117-58, §§ 70901-52 as specified in 106.03.
When a Certification of Compliance is submitted, ensure that the Certification of Compliance contains a statement
that the construction materials used complies with the Infrastructure Investment and Jobs Act (“IIJA”), Pub. L. No.
117-58, which includes the Build America, Buy America Act (“the Act”). Pub. L. No. 117-58, §§ 70901-52 as
specified in 106.03.
C.
Step Certification of Compliance. For products that contain steel or iron components and are not covered in
106.07.02.A, step Certification of Compliance is required to confirm that the item meets the Buy America
requirements and the Infrastructure Investment and Jobs Act (“IIJA”), Pub. L. No. 117-58, which includes the Build
America, Buy America Act (“the Act”). Pub. L. No. 117-58, §§ 70901-52 as specified in 106.03. A step certification
is a process under which each handler (e.g., supplier, fabricator, manufacturer, processor, coating facility) of the iron
and steel components certifies that the steel and iron components were of domestic origin, and that their step in the
process was domestically performed.
Every step in the process from melting to coating must be performed in the United States in order for the steel or iron
component to be considered domestic and must be documented by step certification. If a domestic source for a steel
or iron component cannot be found, submit a request for waiver to the Department. Do not purchase non-domestic
steel or iron components without the express written consent of the Department.
Ensure that 3 copies of the Contractor’s Certification of Compliance (Form DC-17) and the step Certifications of
Compliance are provided for items containing steel or iron. Retain 1 copy and submit 2 copies to the RE. The
Contractor may submit the DC-17 and the step certifications electronically in a scanned document.
THE FOURTH PARAGRAPH IS CHANGED TO:
Ensure that step Certifications of Compliance contain the following information for each heat of material listed in
the DC-17:
1.
Name of the Company supplying the material.
2.
Name and location of the Company the material was shipped to.
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3.
Material description.
4.
Quantity of material represented by the Certification.
5.
Means of identifying the consignment, such as label marking or seal number.
6.
Date and method of shipment.
7.
A statement that the material conforms to the Contract material requirements and to the Buy America
requirements in 106.03 and the Infrastructure Investment and Jobs Act (“IIJA”), Pub. L. No. 117-58, which
includes the Build America, Buy America Act (“the Act”). Pub. L. No. 117-58, §§ 70901-52.
8.
A statement that all steel or iron components in the material or assembly were “melted and manufactured in the
US”, unless there is non-domestic steel or iron in the material or assembly.
9.
If there is non-domestic steel or iron in the assembly, describe in detail the non-domestic steel or iron material
and the quantity. Attach a copy of the Department’s approval for the use of non-domestic steel or iron
components.
10. Signature of a person having legal authority to bind the supplier.
11. Typed or printed name of the person who signed the certification.
The Department will not make payment for work containing steel or iron materials until the RE has received the
required DC-17 and step Certifications of Compliance, has inspected and accepted the material or assembly.
106.09 SUBSTITUTES FOR PROPRIETARY ITEMS
SECTION 107 – LEGAL RELATIONS
107.02 NONDISCRIMINATION
It is the policy of the Department that anyone performing work under any program, activity, or Contract with the
Department, shall not discriminate on the basis of race, creed, color, national origin, age, ancestry, nationality, marital or
domestic partnership status, gender, disability, affectional or sexual orientation, gender identity or expression, religion,
liability for military service, veteran’s status, income level or ability to read, write or speak English.
Pursuant to N.J.S.A. 10:2-1, the Contractor agrees that in the hiring of persons for the performance of work under this
Contract or any subcontract hereunder, or for the procurement, manufacture, assembling, or furnishing of any such
materials, equipment, supplies, or services to be acquired under this Contract, no contractor, nor any person acting on
their behalf of such contractor or subcontractor, shall by reason of race, creed, color, national origin, ancestry, marital
status, gender identity or expression, affectional or sexual orientation or sex, discriminate against any person who is
qualified and available to perform the work to which the employment relates;
No Contractor, subcontractor, nor any person on his behalf shall, in any manner, discriminate against or intimidate any
employee engaged in the performance of work under this contract or any subcontract hereunder, or engaged in the
procurement, manufacture, assembling, or furnishing of any such materials, equipment, supplies, or services to be
acquired under such contract, on account of race, creed, color, national origin, ancestry, marital status, gender identity or
expression, affectional or sexual orientation or sex.
There may be deducted from the amount payable to the contractor by the contracting public agency, under this contract,
a penalty of $50.00 for each person for each day during which such person is discriminated against or intimidated in
violation of the provisions of the contract; and this contract may be terminated by the Department, and all money due or
to become due hereunder may be forfeited, for any violation of this section of the contract occurring after notice to the
Contractor from the Department of any prior violation of this section of the contract.
Standard Title VI Assurance. During the performance of this Contract, the Contractor, for itself, its assignees, and
successors in interest (hereinafter referred to as the “Contractor”), in accordance with Title VI/Nondiscrimination
Assurance – Appendix A, USDOT Order 1050.2A agrees as follows:
1. Compliance with Regulations: The Contractor will comply with the Acts and Regulations relative to
Nondiscrimination in Federally assisted programs of the U.S. Department of Transportation, Federal Highway
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Administration (FHWA), as they may be amended from time to time, which herein incorporated by reference
and made a part of this Contract.
2. Nondiscrimination: The Contractor, with regard to the Work performed by it during the Contract, will not
discriminate on the grounds race, creed, color, national origin, age, ancestry, nationality, marital or domestic
partnership status, gender, disability, affectional or sexual orientation, gender identity or expression, religion,
liability for military service, veteran’s status, income level or ability to read, write or speak English in the
selection and retention of subcontractors, including procurement of materials and leases of equipment. The
Contractor will not participate directly or indirectly in the discrimination prohibited by the Acts and
Regulations, including employment practices when the Contract covers any activity, project, or program set
forth in Appendix B of 49 CFR Part 21.
3. Solicitations for Subcontracts, Including Procurement of Materials and Equipment: In all solicitations,
either by competitive bidding, negotiation made by the Contractor for Work to be performed under a
subcontract, including procurements of materials, or leases of equipment, each potential subcontractor or
supplier will be notified by the Contractor of the Contractor’s obligations under this Contract and the Acts and
Regulations relative to nondiscrimination on the grounds of race, creed, color, national origin, age, ancestry,
nationality, marital or domestic partnership status, gender, disability, affectional or sexual orientation, gender
identity or expression, religion, liability for military service, veteran’s status, income level or ability to read,
write or speak English.
4. Information and Reports: The Contractor will provide all information and reports required by the Acts, the
Regulations, and directives issued pursuant thereto and will permit access to its books, records, accounts, other
sources of information, and its facilities as may be determined by the Recipient or the FHWA, to be pertinent to
ascertain compliance with such Acts, Regulations, and instructions. Where any information required of a
Contractor is in the exclusive possession of another who fails or refuses to furnish the information, the
Contractor will so certify to the Recipient or the FHWA, as appropriate, and will set forth what efforts it has
made to obtain the information.
5. Sanctions for Non-Compliance: In the event of a Contractor’s noncompliance with the Nondiscrimination
provisions of this Contract, the Recipient will impose such Contract sanctions as it or the FHWA may determine
to be appropriate, including, but not limited to the following: a. Withholding payments to the Contractor under
the Contract until the Contractor complies. b. Cancelling, terminating, or suspending a Contract, in whole or in
part.
6. Incorporation of Provisions: The Contractor will include the provisions of paragraphs one through six in
every subcontract, including procurements of materials and leases of equipment, unless exempt by the Acts, the
Regulations and directives issued pursuant thereto. The Contractor will take action with respect to any
subcontract or procurement as the Recipient or the FHWA may direct as a means of enforcing such provisions
including sanctions for non-compliance. Provided, that if the Contractor becomes involved in, or is threatened
with litigation by a subcontractor, or supplier because of such direction, the Contractor may request the
Recipient to enter into any litigation to protect the interests of the Recipient. In addition, the Contractor may
request the United States to enter into the litigation to protect the interest of the United States.
During the performance of this Contract, the Contractor, for itself, its assignees, and successors in interest (hereinafter
referred to as the “Contractor”) in accordance with the Title VI /Nondiscrimination Assurance – Appendix E, USDOT
Order 1050.2A, agrees to comply with the following nondiscrimination statutes and authorities; including but not limited
to:
a. Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq., 78 stat. 252); and 49 CFR Part 21.
b. The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, (42 U.S.C. § 4601).
c. Section 162(a) of the Federal Aid Highway Act of 1973, (23 U.S.C. § 324 et seq.)
d. Section 504 of the Rehabilitation Act of 1973, (29 U.S.C. § 794 et seq.), as amended; and 49 C.F.R. Part 27.
e. The Age Discrimination Act of 1975, as amended, (42 U.S.C. § 6101 et seq.)
f. Airport and Airway Improvement Act of 1982, (49 U.S.C. § 471, Section 47123), as amended.
g. The Civil Rights Restoration Act of 1987, (PL 100-209).
h. Title II and III of the Americans with Disabilities Act (42 U.S.C. § 12131 - 12189) as implemented by
Department of Transportation regulations at 49 C.F.R. parts 37 and 38.
i. The Federal Aviation Administration’s Nondiscrimination statute (49 U.S.C. § 47123).
j. Executive Order 12898, Federal Actions to address Environmental Justice in Minority Populations and Low-
Income Populations.
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k. Executive Order 13166, Improving Access to services for Persons with Limited English Proficiency (70 Fed.
Reg. at 74087 to 74100).
l. 23 CFR Part 230 (EEO, Affirmative Action & OJT).
m. 49 CFR Part 26.
n. Executive Order 11246, as amended.
o. Section 503 of the Rehabilitation Act of 1973, as amended.
p. Section 4212 of the Vietnam Era Veteran’s Readjustment Assistance Act, as amended.
q. New Jersey Statutes N.J.S.A. 10:5-31 et seq.
r. New Jersey P.L. 1975 Chapter 27.
107.03 AFFIRMATIVE ACTION, DISADVANTAGED BUSINESS ENTERPRISES OR EMERGING SMALL
BUSINESS ENTERPRISES, AND SMALL BUSINESS ENTERPISES
It is the public policy of the State and of the United States that no individual, group, firm, corporation or joint venture
working on or seeking to work on a Public Works Project should be discriminated against on the basis of race, creed,
color, national origin, age, ancestry, nationality, marital or domestic partnership status, gender, disability, liability for
military service, affectional or sexual orientation, atypical cellular or blood trait, or genetic information (including the
refusal to submit to genetic testing). The Department has developed Affirmative Action, Disadvantaged Business
Enterprise, or Emerging Small Business Enterprise Programs to implement this policy, and the regulations and
requirements applicable to the Contract are contained in the Special Provisions. The Department will resolve conflicts
between these regulations and requirements and the other provisions of the Contract to further the above stated public
policy.
Contract Assurance. The Contractor, sub-recipient or subcontractor shall not discriminate on the basis of race, color,
national origin, or sex in the performance of this Contract. The Contractor shall carry out applicable requirements of 49
CFR Part 26 in the award and administration of DOT-assisted contracts. Failure by the Contractor to carry out these
requirements is a material breach of this Contract, which may result in the termination of this contract or such other
remedy as the Department deems appropriate, which may include, but is not limited to one or more of the following:
1. Withholding monthly progress payments.
2. Assessing sanctions.
3. Liquidated damages.
4. Disqualifying the Contractor from future bidding as non-responsive.
107.11 RISKS ASSUMED BY THE CONTRACTOR
107.11.01 Risks
1.
Damage Caused by the Contractor.
THE FOLLOWING IS ADDED:
For any damages by the Contractor to the fiber optic network along Route _____, MP _____, also notify the
G4S Technology LLC at 877-637-2344 within 2 hours. Only G4S Technology LLC will be allowed to complete
repairs on that respective section of the fiber optic network. Directly pay G4S Technology LLC within 30 days
from the receipt of G4S Technology LLC’s invoice for such repairs and provide the RE with a copy of the
transmittal letter. If the Contractor does not make payment within 30 days, the Department may recover the
costs incurred for repairs as specified in 107.16.
2.
Risks of Loss or Damage to the Construction.
THE 2ND PARAGRAPH UNDER PART 2 IS CHANGED TO:
The Contractor shall not bear such risk of loss or damage for the repair or replacement of any permanent element
of work and any temporary crash cushion items as specified in 159.03.02.5, if the element of the work damaged
is completed and conforms to the contract as determined by the Department, and is serving its intended function,
is subsequently damaged by a public traffic accident, and the Contractor provides the RE satisfactory evidence
that such damage was caused by a public traffic accident. Satisfactory evidence is limited to:
a.
Accident reports filed with the New Jersey Motor Vehicle Commission.
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b.
Documents supporting the damage issued by police agencies or insurance companies.
c.
Statements by reliable, unbiased eye witnesses.
d.
Identification of the vehicle involved in the accident.
107.12.01 Satisfying the Notice Requirements
For Local Aid Projects all reference to the contractual notice form is construed to mean the format required by the LPA.
THE SECOND SENTENCE OF THE SECOND PARAGRAPH IS CHANGED TO:
Upon request, provide the RE with 5 copies of all documentation submitted in support of the claim.
107.12.02 Steps
This section is deleted and replaced with the requirements of the LPA as follows:
SECTION 108 – PROSECUTION AND COMPLETION
108.01 SUBCONTRACTING
Do not discriminate on the grounds of race, creed, color, national origin, age, ancestry, nationality, marital/domestic
partnership/civil union status, gender, disability, religion, affectional or sexual orientation, gender identity or expression,
family status, atypical cellular or blood trait, genetic information, military service, or veterans status, in the selection and
retention of subcontractors, including procurement of materials and leases of equipment. In all solicitations, either by
competitive bidding, or negotiation made by the Contractor for work to be performed under a subcontract, including
procurement of materials, leases of equipment, or professional services, each potential subcontractor or firm will be
notified by the Contractor of the Contractor’s obligations under this Contract and the Acts and Regulations relative to
Nondiscrimination.
The Department will not permit subcontracting without Department approval. The Contractor is responsible for the work
performed by subcontractors. Ensure that no work is performed by a subcontractor before receiving written approval for
each subcontractor from the Department. Ensure that DBEs/ESBEs have an equal opportunity to receive and participate
in the performance of contracts and subcontracts financed in whole or in part with Federal funds in performing work
with the Department. Ensure that SBEs have an equal opportunity to receive and participate in the performance of
contracts financed in whole with State funds in performing work with the Department. Utilize the specific DBEs, ESBEs,
or SBEs listed to perform work and supply materials for which each is listed unless the written consent of DRR/AA is
provided. Ensure that work reserved for a subcontractor designated as a DBE, ESBE, or SBE, is not performed by any
other firm, including the Contractor’s own organization. Submit requests for approval to subcontract on Department
forms to the Department at least 20 days before the anticipated start of the work with the following:
1. A certified copy of the executed subcontract agreement between the Contractor and the subcontractor.
2. Proof of the subcontractor’s valid business registration with the Department of Treasury, Division of
Revenue according to N.J.S.A. 52:32-44.
3. Proof of the subcontractor’s valid Public Works Contractor Registration with the Department of Labor,
Division of Wage and Hour Compliance according to N.J.S.A. 34:11-56.18.
Make available on request, a copy of all DBE, ESBE, and SBE subcontracts. Ensure that all subcontracts or agreements
with DBEs or ESBEs to supply labor or materials require that the subcontract and all lower tier subcontractors be
performed in accordance with 49 CFR 26.53.
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On Federal Aid Projects, the Contractor shall not terminate a DBE subcontractor, lower tier DBE subcontractor, DBE
transaction expeditor, DBE regular dealer, DBE supplier, DBE manufacturer and DBE trucker or an approved substitute
DBE firm without good cause as listed in 49 CFR 26.53(f)(1)(ii)(3), and prior written consent of DCR/AA. Prior to
replacement of the DBE or ESBE firm, the Contractor shall in writing, notify the DBE or ESBE firm and the DCR/AA
of its intent to request to terminate and/or substitute a DBE or ESBE firm, the reason for the request, and that the
DBE/ESBE has 5 days to respond to the Contractor’s notice and advise the DCR/AA and the Contractor of reasons why,
if any, it objects to the proposed termination of its subcontract and why the Department should not approve the
Contractor’s action. Give the DBE or ESBE 5 days to respond to the Contractor’s notice and advise the DCR/AA and the
Contractor of reasons why, if any, it objects to the proposed termination of its subcontract and why the Department
should not approve the Contractor’s action. If required in a particular case as a matter of public necessity (e.g., safety),
the DCR/AA may provide a response period shorter than five days. At the time the Contractor requests termination or
replacement of a DBE or ESBE firm, the Contractor must submit to the DCR/AA, documented evidence of its good faith
efforts in accordance with 49 CFR Part 26.53 if they are replacing the terminated DBE or ESBE with a non-DBE or non-
ESBE firm. The DCR/AA must approve the termination and substitution of all DBE or ESBE subcontractors, lower tier
subcontractors, transaction expeditors, regular dealers, suppliers, manufacturers and truckers. The Contractor needs to
show they began good faith efforts to replace or substitute with another DBE or ESBE well in advance of the request to
terminate or substitute. The Department’s DCR/AA has sole authority to approve the termination, replacement or
substitution of DBE and ESBE subcontractors, lower tier subcontractors, transaction expeditors, regular dealers,
suppliers, manufacturers and truckers.
If requesting approval for a third tier subcontract, submit a letter from the subcontractor permitting subcontracting to a
third tier, and submit the request for approval to subcontract, completed by the second tier subcontractor. Ensure that no
work is performed by a third tier subcontractor before receiving written approval from the Department.
The Department will allow the Contractor to subcontract work as follows:
1. Values and Quantities. The total value of the work subcontracted may not exceed 50 percent of the Total Contract
Price, except as follows:
a. The Contractor may deduct the value of work for Items designated as Specialty Items as specified in the
Special Provisions from the value of the Total Contract Price.
b. The Contractor may deduct the value of work subcontracted to certified DBE, ESBE, and SBE firms
indicated on the original DBE/ESBE/SBE Form A approved by the Department from the value of work
subcontracted.
The total value of the work subcontracted may not exceed 70 percent of the Total Contract Price less the value of
Specialty Items as noted above.
If a partial quantity of work for a unit price Item is subcontracted, the Department will determine the value of the work
subcontracted by multiplying the price of the Item by the quantity of units to be performed by the subcontractor.
If only a portion of work of an Item is subcontracted, the Department will determine the value of work subcontracted
based on the value of the work subcontracted as indicated in the subcontract agreement and as shown in a breakdown of
cost submitted by the Contractor.
If a portion of a lump sum Item, an Item that includes specialty work, or a sign support structure is subcontracted, the
Department will determine the value of work subcontracted based on the value of the work subcontracted as indicated in
the subcontract agreement and as shown in a breakdown of cost submitted by the Contractor.
2. Limits and Restrictions. The Department will permit subcontracting of work with the following restrictions:
a. The Contractor is barred from subcontracting MOBILIZATION.
b. The Contractor may only subcontract electrical, blasting, asbestos removal, landscaping, and lead paint
abatement work to subcontractors having the required certificates and licenses. Submit copies of required
certificates and licenses with the request for approval to subcontract.
c. The Contractor is barred from subcontracting to firms and individuals suspended or debarred by the
Department or included in the State of New Jersey Consolidated Debarment Report maintained by the
Department of the Treasury, Division of Building and Construction, Bureau of Contractor Prequalification. The
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Contractor must certify that neither the individual, partnership, corporation, joint venture, or limited liability
corporation applying to do subcontract work nor any of its corporate officers, stockholders, partners, or
members are collectively or individually suspended, debarred, proposed for debarment, disqualified, declared
ineligible, or voluntarily excluded from doing business by this or any other State or sub-division thereof or
listed in the Federal Government’s System for Award Management (SAM), located at:
https://sam.gov/content/exclusions.
d. Subcontractors are barred from making claims against the Department, its agents, officers, or employees.
3. Subcontract Requirements. Ensure that subcontract agreements include the following Contract provisions:
a. Federal Aid Projects. When subcontracting work on a Federal Aid Project, physically incorporate the following in
the subcontract agreement, and inform subcontractors of their requirement to physically incorporate the information in
lower tier subcontract agreements.
1. Disadvantaged Business Enterprise Utilization (Federal Aid Project Attachment 1), or Emerging Small
Business Enterprise Utilization (Federal Aid Project Attachment 1)
2. Specific Equal Employment Opportunity Responsibilities on NJDOT Federal Aid Projects (Federal Aid
Project Attachment 2).
3. Requirements for Affirmative Action to Ensure Equal Employment Opportunity on NJDOT Federal Aid
Projects (Federal Aid Project Attachment 3).
4. Federal Equal Employment Opportunity Contract Specifications for NJDOT Federal Aid Projects (Federal
Aid Project Attachment 4).
5. State of New Jersey Mandatory Equal Employment Opportunity Language on NJDOT Federal Aid Projects
(Federal Aid Project Attachment 5).
6. Investigating, Reporting, and Resolving Employment Discrimination and Sexual Harassment Complaints on
NJDOT Federal Aid Projects (Federal Aid Project Attachment 6).
7. Payroll Requirements for NJDOT Federal Aid Projects (Federal Aid Project Attachment 7).
8. FHWA-1273 Required Contract Provisions, Federal Aid Construction Contracts as amended or supplemented
(Federal Aid Project Attachment 8).
9. State Mandatory Addendum to FHWA-1273 Required Contract Provisions, Federal Aid Construction
Contracts as Amended or Supplemented (Federal Aid Project Attachment 9).
10. Federal Mandatory Equal Opportunity Language on Federal Aid Projects (Federal Aid Project Attachment
10).
11. Byrd Anti-Lobbying Certification (Federal Aid Project Attachment 11).
12. The Standard Title VI Assurance found in Subsection 107.02, as amended or supplemented.
13. General Wage Determinations Issued Under the Davis-Bacon and Related Acts.
14. New Jersey Department of Labor Prevailing Wage Rate Determination.
15. New Jersey Department of Transportation Code of Ethics for Vendors.
16. Subsection 107.04 as amended or supplemented.
17. Subsection 106.10 as amended or supplemented.
18. The Contract Assurance found in Subsection 107.03, as amended or supplemented.
1.
Values and Quantities.
THE FOLLOWING IS ADDED TO THE FIRST PARAGRAPH:
a.
There are no Specialty Items in this Project.
Specialty Items are as listed below:
Drilling and blasting.
Above ground highway lighting items.
Above ground sign lighting items.
Above and below bridge deck lighting items.
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Electrical wire items.
ITS items, except for foundations, standards, and junction boxes.
2.
Limits and Restrictions.
PART C IS CHANGED TO:
c.
The Contractor is barred from subcontracting to firms and individuals suspended or debarred by the
Department or included in the State of New Jersey Consolidated Debarment Report maintained by the
Department of the Treasury, Division of Building and Construction, Bureau of Contractor Prequalification.
The Contractor must certify that neither the individual, partnership, corporation, joint venture, or limited
liability corporation applying to do subcontract work nor any of its corporate officers, stockholders,
partners, or members are collectively or individually suspended, debarred, proposed for debarment,
disqualified, declared ineligible, or voluntarily excluded from doing business by this or any other State or
sub-division thereof or listed in the Federal Government’s System for Award Management (SAM), located
at: https://sam.gov/content/exclusions.
108.02 COMMENCEMENT OF WORK
Work shall not begin before the agreement between the NJDOT and the LPA has been fully executed and the contractor
has received written Notice to Proceed.
THE THIRD PARAGRAPH IS CHANGED TO:
Do not perform construction layout and FIELD OFFICE TYPE ___ SET UP until the Department has approved the
insurance certificates and the safety program. Do not begin other construction operations until after the following actions:
1.
A preconstruction conference with the Department has been held.
2.
Approval of the progress schedule as specified in 153.03.02.
3.
The field office has been established.
4.
The ROW limits, limits of construction, environmentally restricted areas, and trees or other vegetation
designated to be preserved have been laid out.
108.07.01 Interference
THE SECOND PARAGRAPH IS CHANGED TO:
Schedule and perform the Work so that successive construction operations and lane or roadway openings follow preceding
operations as closely as possible. Limit work zones according to the Special Provisions. Confine construction operations
adjacent to traffic to one side of the roadway at a time unless otherwise specified by the Contract. Where the Work is
performed in stages adjacent to traffic, ensure that the road opened to traffic adequately accommodates traffic. Do not
interfere with existing traffic access, except when required to perform the Work or as approved by the RE.
A.
Limit work zone to ____ lane miles per day, unless otherwise approved by the RE.
B.
Limit the number of work zones to a maximum of ____ concurrently.
THE FIFTH PARAGRAPH IS CHANGED TO:
The RE has the right to reject or rescind approval of lane or shoulder closures because of the following:
1.
Weather conditions.
2.
The closure is unnecessary to perform the work.
3.
Emergency conditions either on or off the Project that result in an unacceptable impact to the traveling public.
4.
There is an active snow event in progress.
5.
If the National Weather Service (https://www.weather.gov) locally forecasts, 12 hours prior to the lane closure,
a 40 percent or greater chance of snow precipitation, tropical storms, or hurricanes during the requested lane
closure hours.
THE FOLLOWING NEW SUBPART IS ADDED:
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108.07.03 Lane Rental
Lane and shoulder closures are restricted to the schedule provided in the Traffic Control Details of the plans, and as
specified in 108.07.01. The Contractor may extend the allowable hours for lane and shoulder occupancy as provided by
Table 108.07.03-1 with the RE’s written approval. Submit a written request to the RE to rent lanes and shoulders for an
extended period at least 14 days prior to the anticipated use. In the request, provide the following information:
1.
Route, direction, and milepost limits
2.
Closure Description (Lane type/shoulder)
3.
Date(s)/Days
4.
Start Time(s)
5.
Finish Time(s)
6.
Reason
7.
Calculation of Lane Rental Cost for each closure
The Department will assess the lane rental charge for each hour the Contractor occupies a lane in accordance with
Table 108.07.03-1. If the Contractor does not occupy the lane during the extended hours, the Department will not assess
a lane rental charge. If the Contractor occupies the lane for fewer hours than requested, the Department will only assess a
lane rental charge for the time that the Contractor has actually occupied the lane. If the Contractor occupies a lane for a
portion of an hour, the Department will round the occupancy time to the next highest half hour.
The Department will assess a lane rental charge for lane and/or shoulder occupancy of the roadway at the rates provided
in Table 108.07.03-1.
Table 108.07.03-1 Lane Rental Availability and Charge
Roadway
Direction
Closure Description
Closure Time
Rental Time
Day(s)
Start Time
Finish Time
Hours
Hours
$ per hour
Do not occupy a lane or shoulder beyond the RE’s approved extension of the allowable hours for lane and shoulder
occupancy. If the Contractor’s lane closure exceeds the allowable time period, the Department will assess Occupancy
Charges in accordance with 108.08.
108.08 LANE OCCUPANCY CHARGES
SUBSECTION IS RENAMED AND CHANGED TO:
108.08 OCCUPANCY CHARGES
The closure schedule shown in the plans indicates the time periods for allowable closures as specified in the Contract.
Allowable closures are permitted for, but not limited to; roadways, lanes, shoulders and ramps. If the Contractor’s closures
exceed these time periods, the Department will deduct from the monthly estimate an occupancy charge for the use and
occupancy beyond the time periods shown in the closure schedule until such time that the closure is reopened to traffic or
until such time that the closure is allowed to take place again under the closure schedule. The Department will recover the
cost of occupancy charges as specified in 107.16.
The RE will keep record of each occurrence as well as the cumulative amount of time that a closure exceeds the time
periods shown in the closure schedule and provide the record to the Contractor. The Department will calculate an
occupancy charge by multiplying the length of time of each delayed opening, in minutes, by the rate of $10 per minute,
unless otherwise specified in the Special Provisions. The total amount per day for occupancy charges that the Department
will collect will not exceed $10,000.00.
The Department will waive an occupancy charge where a closure is not reopened to traffic as specified in the closure
schedule directly and solely by reason of extraordinary, exigent circumstances not under the control of or reasonably
foreseeable by the Contractor. Equipment breakdowns, supplier deliveries, and weather-related hindrances are not
extraordinary, exigent circumstances. However, the Department has the right to assess an occupancy charge for any period
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of time that a closure remains closed beyond the reasonable period of time needed by the Contractor to reopen a closure
due to an extraordinary, exigent circumstance.
THE FOLLOWING IS ADDED:
The rate to calculate the Occupancy Charge is as follows:
Description
Rate
108.10 CONTRACT TIME
A.
Complete all work required for Substantial Completion in 100 days.
B.
Achieve Completion in 140 days.
108.11.01 Extensions to Contract Time
B.
Types of Delays.
2.
Excusable, Non-Compensable Delays.
b.
Utilities.
THE LAST PARAGRAPH IS CHANGED TO:
If approved excusable, non-compensable delays exceed a total of 90 days, the time in excess of 90 days
will become excusable and compensable as specified in 108.11.01.B.3.
108.12 RIGHT-OF-WAY RESTRICTIONS
The Department has not obtained the following ROW parcels. The anticipated availability dates are provided:
Properties and Vacation/Availability Dates
Demolition and/or Parcel No.
Approximate Baseline Station
Offset/Direction
Date
108.14 DEFAULT AND TERMINATION OF CONTRACTOR’S RIGHT TO PROCEED
The Department will provide written notice to the Contractor and the Surety of the cause for default, and demand
elimination of such cause for default, if the Contractor does any of the following:
1. Fails to begin construction operations within 30 days of Notice to Proceed.
2. Fails to perform the Work with sufficient workers and equipment or with sufficient materials to ensure its
completion within the Contract Time specified, or any modification thereof.
3. Fails to complete the Contract within the Contract Time specified, as modified. 78
4. Performs the Work unsuitably or neglects or refuses to remove materials or to again perform such Work as
may be rejected as unacceptable and unsuitable.
5. Fails to follow the direction of the RE.
6. Works in a reckless or unsafe manner or fails to correct unsafe conditions.
7. Discontinues the prosecution of the Work.
8. Fails to resume Work which has been discontinued within a reasonable time after notice to do so.
9. Becomes insolvent or is declared bankrupt or commits any act of bankruptcy or insolvency.
10. Allows any final judgment to stand against it unsatisfied for a period of 10 days.
11. Makes an assignment for the benefit of creditors.
12. Fails to acquire or maintain the required insurance.
13. Fails to comply with Contract requirements regarding minimum wage payments, 49 CFR Part 26 et seq., the
DBE program requirements, SBE program requirements, and equal employment opportunity requirements.
14. Is a party to fraud.
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15. For any other cause whatsoever, fails to carry out the Work in an acceptable manner.
If the Contractor or Surety, within a period of 10 days after such notice, does not proceed as specified in the notice, then
the Department has full power and authority, without violating the Contract, to declare the Contractor in default and
notify the Contractor to discontinue the Work. The Department will provide, in writing, the declaration of default to the
Contractor and Surety. The Department has the right to appropriate any or all materials and equipment within the Project
Limits to complete the Contract. The Department has the right to direct the Surety to complete the Contract or may enter
into an agreement for the completion of the Contract with the Surety or another contractor, or use such other methods
required for the completion of the Contract, including completion of the Work by the Department.
THE THIRD PARAGRAPH IS CHANGED TO:
If the Department directs the Surety to complete the Contract, the Department will provide to the Surety the Contract as
defined in 101.03 and the completion status of the Contract. If the Surety elects to use a completion-contractor to perform
the Work, the Surety must promptly submit to the Department a request for approval of the proposed completion-contractor
as a subcontractor as specified in 108.01 within 45 days of receipt of the Contract provided by the Department pursuant to
this Section. The Department, in its sole discretion, has the right to reject a request by the Surety to use the Contractor or
another contractor as the completion-contractor, either directly or under the direction of a consultant to the Surety.
THE FOLLOWING IS ADDED AFTER THE THIRD PARAGRAPH:
If the Department approves the Surety’s request to use the Contractor as the completion-contractor, the Surety shall cause
the Contractor to begin Work, as defined in 101.03, within 45 days of notice of the Department’s approval or as directed
by the Department based on factors including but not limited to weather, seasonal restrictions, permits or at its sole
discretion. The failure of the Surety to comply with the deadlines set forth in this Section shall be deemed a material
breach of the Contract.
If the Department does not approve the Surety’s proposed completion-contractor, the Surety must submit to the Department
a request for approval of an alternative completion-contractor within 60 days of notice of the Department’s disapproval.
If the Department does not approve the Surety’s alternative completion-contractor, the Department may continue to request
approval of another alternative completion-contractor. Within 60 days of notice of the Department’s approval of the
Surety’s proposed completion-contractor, the Surety shall cause the completion-contractor to begin Work, as defined in
101.03, or as directed by the Department based on factors including but not limited to weather, seasonal restrictions,
permits or at its sole discretion. The failure of the Surety to comply with the deadlines set forth in this Section shall be
deemed a material breach of the Contract.
The Contractor and Surety are not relieved of the assessment of liquidated damages, as specified in 108.20, because of
the Contractor’s default.
The Department will recover the costs and charges incurred by the Department, together with the cost of completing the
Work from the Contractor or Surety.
The rights and remedies of the Department are in addition to any other rights and remedies provided by law or under the
Contract and the bonds.
If, after declaration of default, the Department determines for any reason that the Contractor was not in default or that the
delay was excusable, the rights and obligations of the parties are the same as if the Department had issued an order of
termination for convenience as specified in 108.15.01.
If, after declaration of default, a court determines for any reason that the Department’s default of the Contract was
legally improper, the rights and obligations of the parties are the same as if the Department had issued an order of
termination for the convenience as specified in 108.15.01.
LIST (1) OF THE FIRST PARAGRAPH IS CHANGED TO:
1.
Fails to begin construction operations within 30 days of Notice to Proceed.
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108.19 COMPLETION AND ACCEPTANCE
THE FOLLOWING IS ADDED:
No Incentive Payment for Early Completion is specified for this project.
108.20 LIQUIDATED DAMAGES
Liquidated damages are as follows:
A.
For each day that the Contractor fails to complete the work as specified in Subsection 108.10 of these Special
Provisions, for Substantial Completion, the Department will assess liquidated damages in the amount of $750.
B.
For each day that the Contractor fails to achieve Completion as specified in Subsection 108.10 of these Special
Provisions, the Department will assess liquidated damages in the amount of $500.
SECTION 109 – MEASUREMENT AND PAYMENT
109.01 MEASUREMENT OF QUANTITIES
THE LAST PARAGRAPH IS CHANGED TO:
FOR LOCAL AID PROJECTS THIS SECTION IS CHANGED TO THE FOLLOWING:
All items are to be measured for payment except those designated as lump sum.
109.03 PAYMENT FOR FORCE ACCOUNT
PART (11) IS CHANGED TO:
11. For each subcontractor, provide and certify the subcontractor’s documentation for items 1 through 10 above to
be complete, accurate, and true.
109.04 PAYMENT FOR DELAY DAMAGES
PART (10) IS CHANGED TO:
10. Documentation in the same format as above for each subcontractor with certification by the Contractor that the
documentation is complete, accurate, and true.
THE FOLLOWING IS ADDED TO THE LIST:
11. Certification stating that all costs submitted have been incurred because of the delay, and all vendor invoices
have been paid.
109.05 ESTIMATES
The Department will make monthly payments to the Contractor for work performed and for materials delivered, as
specified in 109.06. The RE will calculate the payment in an Estimate consistent with the provisions of the Contract. If
not otherwise described in the Contract, the RE will be the sole judge of the amount of progress payment due for
partially completed work. The quantities provided in the Estimate may be approximations and may not be based on as-
built quantity measurements. The Department will establish the date of the month that the Estimate is processed.
Pay subcontractors and suppliers for satisfactory performance of their work no later than 10 days from receipt of each
payment made by the Department.
Pay subcontractors and suppliers the full amount of retainage no later than 10 days from receipt of payment made by the
Department for the subcontractor’s or supplier’s work.
THE FOURTH PARAGRAPH IS CHANGED TO:
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The RE will provide a summary of the Estimate to the Contractor. Before the issuance of each payment, certify, on forms
provided by the Department, whether:
A.
On Federally Funded Projects
1.
No subcontractor or supplier was used on the project; or
2.
Each subcontractor and supplier used on the project has been paid the amount due, from the previous progress
payment; retainage is not being held, and
3.
Each subcontractor and supplier used on the project will be paid the amount due from the current progress
payment, for the subcontractor or supplier’s work that was paid by the Department; or
4.
There exists a valid basis under the terms of the subcontractor’s or supplier’s contract to withhold payments
from the subcontractor or supplier. Therefore, the subcontractors and suppliers listed on the DL-72 Contractor
Certification of Payment to Subcontractors and Suppliers have not been paid for work performed or materials
supplied to the project from the proceeds of the previous progress payment or will not be paid for work
performed or materials supplied to the project from the proceeds of the current progress payment, or both.
If the certification indicates that the Contractor has withheld or will withhold payment from a subcontractor or supplier,
provide written notice, according to N.J.S.A. 52:32-40 and N.J.S.A. 52:32-41, of such non-payment to the subcontractor
or supplier. Provide a copy of the notice to the Department and to the Surety that holds the performance bond. Include
the reason for withholding payment and state the amount of payment withheld in the notice.
The date that the Department receives the certification will initiate the 20 day approval period under N.J.S.A. 2A:30A-1,
et seq. The Department will not accept the certification before being requested by the RE.
If the Contractor fails to pay the subcontractor or supplier within 30 days after the subcontractor or supplier satisfactorily
completes the specified work, the Department may withhold progress payments from the Contractor, until the Contractor
pays the subcontractor or supplier all delinquent amounts due, or the Contract is terminated, or the matter is resolved
under N.J.S.A. 52:32-40 and N.J.S.A. 52:32-41.
If the Department receives an allegation from a subcontractor or a supplier that the Contractor has not paid the
subcontractor or supplier the amount due from a previous progress payment, including retainage, submit to the RE within
10 days of a request made by the RE, evidence that payment has been made.
If no valid basis exists for withholding payment, N.J.S.A. 52:32-40 and N.J.S.A. 52:32-41 authorize any subcontractor or
supplier from whom payment is withheld to receive from the Contractor, in addition to any amount due, interest at a rate
84 equal to the prime rate plus 1 percent if the subcontractor or supplier is not paid within 10 days after receipt by the
Contractor of payment by the Department for completed work that is the subject of a subcontract or a material supply
agreement. This interest begins to accrue on the tenth day after receipt of payment by the Contractor.
If court action is taken by a subcontractor or supplier to collect payments withheld by a Contractor and it is determined
that a valid basis existed for the withholding of those payments, the subcontractor or supplier shall be liable for any court
costs incurred by the Contractor in connection with the action.
The Department will not make payment for an Estimate having a value less than $5,000.00, unless it is for the Final
Certificate.
The Department will deduct and withhold 2 percent in retainage from the total Estimate amount for State Funded
Projects. On State Funded Projects, the Contractor may not withhold subcontractor retainage that exceeds the amount of
retainage that the Department withholds from the Contractor.
THE TWELFTH PARAGRAPH IS CHANGED TO:
Regarding Federally Funded Projects, the Department will deduct and withhold 2 percent in retainage from the total
Estimate amount, excluding amounts for subcontracted work, until Substantial Completion. Pursuant to
49 C.F.R. § 26.29(b)(1), the Contractor may not withhold retainage from a subcontractor on Federally Funded Projects.
In the first Estimate following Substantial Completion, the Department will reduce the retainage withheld to one percent
of the Total Adjusted Contract Price, excluding subcontracted work on Federal Aid Projects, unless it has been
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determined by the Department that the withholding of additional retainage is required. If retainage is held in cash
withholdings, the reduction is to be accomplished by payment under the next Estimate. If retainage is held in bonds, the
Department will authorize a reduction in the escrow account.
The RE has the right to not process an Estimate when, in the judgment of the RE, the Work is not performed or
proceeding as specified in the Contract or following the Department giving the Contractor and Surety notice of default as
specified in 108.14.
The Department’s processing or payment of an Estimate is not an approval of defective or improper work. The
Department, upon determining that any payment under a previous Estimate was improper or unwarranted for any reason,
has the right to recover erroneous payment from the Contractor
109.06 MATERIALS PAYMENTS AND STORAGE
THE SUBSECTION IS CHANGED TO:
The Contractor may request payment for the cost of materials, including the storage cost, not incorporated into the Work.
If approved by the RE, the Department will make payment for the cost of materials, including storage costs if such payment
exceeds $25,000.00; however, the amount of payment may not exceed 85 percent of the bid price for the associated Item.
The Department may also direct the Contractor to purchase materials ahead of schedule for this purpose. The Department
will not make payment for such materials until the RE is satisfied that:
1.
The Contractor has properly stored and protected materials within the Project Limits or at locations owned or
leased by the Contractor or the Department within the State, except that the Contractor may store structural steel
outside the State with the prior approval of the Department. Provide and comply with manufacturers’,
suppliers’, and fabricators’ storing and handling recommendations for each material, as specified in 108.04.
2.
The RE has inspected the materials and they appear to be acceptable based upon available supplier’s certification
and materials test reports.
PART 3 IS CHANGED TO:
3.
The Contractor has provided the RE with the paid invoice or paid bill of sale for the materials, a certification
from the supplier that the material was paid for, including the transfer of ownership to the Department.
4.
For material stored on property not belonging to the Department, the material is stored in a fenced area with
access limited to the Department and the Contractor. Additionally, the Contractor has posted a sign at the
location clearly identifying, and printed in large letters, that the materials are without encumbrances and are to
be solely used for the Project.
5.
When materials are stored in a leased area, the lease is made out to the Contractor and provides that it shall be
canceled only with the written permission of the Department. Submit a copy of the lease to the RE.
Payment for materials does not constitute Department approval or Acceptance of the materials or work. If materials paid
for are damaged, stolen, or prove to be unacceptable, the Department has the right to recover the costs from the Contractor.
Stored materials are not to be removed from storage except for incorporation into the project. The Department will not
make payment for plant materials until they are planted or installed.
109.09 AUDIT
THE FIRST SENTENCE IN THE FIRST PARAGRAPH IS CHANGED TO:
All claims filed as specified in 107.12 and force account work are subject to audit at any time following the filing, whether
or not part of a suit pending in the courts of this State pursuant to N.J.S.A. 59:13-1, et seq.
THE LAST PARAGRAPH IS CHANGED TO:
Pursuant to N.J.S.A. 52:15C-14(d) and N.J.A.C. 19:70-1.6(b), relevant records of private vendors or other persons entering
into contracts with the Department are subject to audit or review by the New Jersey Office of the State Comptroller.
Therefore, the Contractor shall maintain all documentation related to products, transactions or services under the Contract
for a period of 5 years from the date of final payment. Such records shall be made available to the New Jersey Office of
the State Comptroller upon request.
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DIVISION 150 – CONTRACT REQUIREMENTS
SECTION 151 – PERFORMANCE BOND AND PAYMENT BOND
151.03.01 Performance Bond and Payment Bond
THE FIRST SENTENCE IS CHANGED TO:
Provide a performance and payment bond to the LPA within 15 days of award.
151.04 MEASUREMENT AND PAYMENT
The Department will measure and make payment for Items as follows:
Item
Pay Unit
PERFORMANCE BOND AND PAYMENT BOND
DOLLAR
SECTION 152 – INSURANCE
152.03.01 Railroad Protective Liability Insurance
Procure and maintain insurance coverage for the following railroad(s):
National Railroad Passenger Corporation (AMTRAK)
Consolidated Rail Corporation (CONRAIL)
New Jersey Transit Rail Operations
New York Susquehanna & Western Railway Corporation (NYS&W)
It is estimated that 0% percent of the Project cost is located within or adjacent to the railroad ROW.
SECTION 153 – PROGRESS SCHEDULE
153.04 MEASUREMENT AND PAYMENT
The Department will measure and make payment for Items as follows:
Item
Pay Unit
PROGRESS SCHEDULE
LUMP SUM
SECTION 154 – MOBILIZATION
154.04 MEASUREMENT AND PAYMENT
THE SUBSECTION IS CHANGED TO:
The Department will measure and make payment for Items as follows:
Item
Pay Unit
MOBILIZATION
LUMP SUM
The Department will make payment for MOBILIZATION on a lump sum basis, regardless of the number of times the
Contractor shuts down and returns to the Project. The Department will make payment as follows:
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Work Completed
Payment
5% of the Work1
Lesser of 25% of bid price or 3% of Total Contract Price
10% of the Work1
Lesser of 50% of bid price or 7% of Total Contract Price
15% of the Work1
Lesser of 75% of bid price or 11% of Total Contract Price
20% of the Work1
Lesser of 100% of bid price or 15% of Total Contract Price
100% of the Work
Amount of bid price not previously paid
1.
If the baseline schedule is not approved, the Department will not make payment for MOBILIZATION.
The Department will calculate the percentage of Work completed from the total of payments compared to the Total
Contract Price. The total of payments excludes the amount paid for Mobilization and the amount paid for materials
furnished but not incorporated into the Work as specified in 109.06.
If mobilization is not included in the Proposal, include the costs in the various Items scheduled in the Proposal.
SECTION 158 – SOIL EROSION AND SEDIMENT CONTROL AND WATER QUALITY
CONTROL
158.03.02 SESC Measures
19. Oil-Only Emergency Spill Kit.
158.04 MEASUREMENT AND PAYMENT
The Department will measure and make payment for Items as follows:
Item
Pay Unit
HEAVY DUTY SILT FENCE, ORANGE
LINEAR FOOT
INLET FILTER TYPE 2, 2’ X 4’
UNIT
CONCRETE WASHOUT SYSTEM
LUMP SUM
OIL ONLY EMERGENCY SPILL KIT, TYPE 1
UNIT
EROSION CONTROL SEDIMENT REMOVAL
CUBIC YARD
SECTION 159 – TRAFFIC CONTROL
159.02.01 Materials
THE FIRST ITEM IS CHANGED TO:
Tack Coat 64-22 ............................................................................................................................................. 902.01.01
159.02.02 Equipment
THE FOLLOWING EQUIPMENT IS CHANGED TO:
Arrow Board ..................................................................................................................................................... 1001.01
THE FOLLOWING IS ADDED TO THE LIST OF EQUIPMENT REFERENCES:
Portable Variable Message Sign w/Remote Communication ........................................................................... 1001.04
Portable Trailer Mounted CCTV Camera Assembly ........................................................................................ 1001.05
159.03.01 Traffic Control Coordinator
THE FIRST PARAGRAPH BEFORE THE LIST IS CHANGED TO:
Before starting Work, submit to the RE the name, training, work experience, and contact information of an employee
assigned as the on-site Traffic Control Coordinator (TCC). The TCC must be certified as having successfully completed
the Rutgers CAIT Traffic Control Coordinator Program. A copy of the TCC’s Rutgers CAIT Certification is to be provided
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to the RE. The TCC must also successfully complete an approved Traffic Coordinator refresher course every 2 years. The
TCC is a full-time position, and the employee designated as TCC must be available on a 24 hour a day, 7 days a week
basis. The TCC shall have the responsibility for and authority to implement and maintain all traffic operations for the
Project on behalf of the Contractor. Ensure that the TCC is present at the work site at all times while the Work is in
progress. The TCC’s responsibilities and duties shall include the following:
159.03.02 Traffic Control Devices
THE FIRST PARAGRAPGH IS CHANGED TO:
Ensure that FHWA category 1, 2, 3, and 4 traffic control devices (TCDs) conform to the requirements of the 2016 Edition
of the Manual for Assessing Safety Hardware (MASH), except that TCDs manufactured on or before December 31, 2019
must have been purchased by the Contractor on or before December 31, 2019, and conform to the requirements of NCHRP
350, MASH 2009, or MASH 2016. Provide each device’s applicable MASH 2016, MASH 2009, or NCHRP 350 test
results and FHWA Eligibility letter, if issued by the FHWA, to the RE. Provide the RE with the purchase date certification
for devices not meeting the MASH 2016 requirements upon delivery to the site. Ensure that traffic control devices meet
or exceed an acceptable condition as described in the ATSSA guide Quality Standards for Work Zone Traffic Control
Devices. Traffic control devices need not be new but must be in good condition. Provide traffic control devices according
to MUTCD.
2.
Construction Barrier Curb.
THE SECOND PARAGRAPH IS CHANGED TO:
At least 30 days before delivering construction barrier curb to the Project Limits, provide the RE notice that the
barrier curb is available for inspection. Ensure the barrier curb is not stacked for this inspection. The RE will
inspect the barrier curb, along with a Contractor representative, to determine what pieces are not approved for
delivery to the Project Limits. Final determination of construction barrier approval will be made at the time of
placement at the Project.
PART 3 IS CHANGED TO:
3.
Arrow Board. Provide an arrow board as specified in 1001.01.
PART 5 IS CHANGED TO:
5.
Temporary Crash Cushion. Install inertial barrier systems as specified in 611.03.01. Install temporary
compressive crash cushions as specified in 611.03.02. Immediately repair or replace crash cushions that become
damaged or become inoperable. Begin repair or replacement of the temporary crash cushion within 1 hour of
receiving notice of damage from the Department. Ensure that workers assigned to such repair or replacement
work continuously until the temporary crash cushion is repaired or replaced. If the Contractor fails to respond
to a damage notification and begin work within 1 hour of notification or does not continue to work until the
temporary crash cushion is repaired or replaced, the Department, will require closure of the adjacent live lane.
Lane occupancy charges will be imposed as specified in 108.08 for the period of time the adjacent lane is closed.
Should the Department have to respond to a repair with its own forces because of a Contractor’s lack of response
to a damage notification, the Contractor agrees to pay the Department a sum of $3,000 for costs of mobilizing
its forces and equipment. In addition, the Contractor must pay the Department the actual cost of material used
for the repair and pay the actual costs of police traffic protection. Maintain an adequate number of replacement
parts to repair damaged units at all times. Keep the areas in front, atop, and around the crash cushions clear of
snow accumulation of more than 4 inches in depth.
Upon removal of the crash cushion, cut anchor bolts at least 3 inches below the surface of the surrounding
roadway. Repair HMA pavement as specified in 401.03.03. Repair concrete pavement as specified in
Section 452.
159.03.08 Traffic Direction
PART A IS CHANGED TO:
A.
Flagger. Provide a flagger that has received formal training in flagging operations and the proper use of the
STOP/SLOW paddle. The flagger must be able to demonstrate the abilities indicated in the current MUTCD and,
when requested, demonstrate competency to the RE. Immediately replace flaggers who fail to demonstrate
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competency with a competent flagger. Ensure that flaggers wear a 360 degree high-visibility retroreflective orange
safety garment meeting ANSI/ISEA Class 3, Level 2 standards. Ensure that the flagger is equipped with a
STOP/SLOW paddle and follows MUTCD flagging procedures.
PART B IS DELETED IN ITS ENTIRETY.
159.04 MEASUREMENT AND PAYMENT
THE SUBSECTION IS CHANGED TO:
The Department will measure and make payment for Items as follows:
Item
Pay Unit
DRUM
UNIT
TRAFFIC CONE
UNIT
CONSTRUCTION SIGNS
SQUARE FOOT
TRAFFIC DIRECTOR, FLAGGER
HOUR
SECTION 160 – PRICE ADJUSTMENTS
THE ENTIRE SECTION 160 IS CHANGED TO:
160.01 DESCRIPTION
This Section describes the requirements for price adjustments for fuel and asphalt usage.
160.02 MATERIALS
(Intentionally Blank)
160.03 PROCEDURE
160.03.01 Fuel Price Adjustment
THE ENTIRE SUBPART IS CHANGED TO:
The Department will make price adjustments for fuel usage for Items listed in Table 160.03.01-1 and the Special
Provisions. Each month may be divided into two periods. Period one includes the first day of the month through the
fourteenth day of the month. Period two includes the fifteenth day of the month through the last day of the month. Work
starting within period one and continuing past midnight of the fourteenth day into the fifteenth day of the month will be
included in period one for any price adjustments. Work continuing past midnight of the last day of the month into the first
day of the next month will be included in period two.
The Department will calculate fuel price adjustments based on the pay quantities of listed Items using the fuel usage factors
listed in Table 160.03.01-1 and the Special Provisions.
Price adjustments may result in an increased payment to the Contractor for increases in the price index and may result in
a reduction in payment for decreases in the price index.
If the as-built quantity of an Item eligible for fuel price adjustment differs from the sum of the quantities in the Estimates
and the as-built quantity cannot be readily distributed among the time periods that the Item was constructed, then the
Department will determine fuel price adjustment by distributing the difference in the same proportion as the Item’s
Estimate quantity is to the total of the Item’s time period estimates.
Table 160.03.01-1 Fuel Price Adjustments
Items
Fuel Usage Factor
EXCAVATION, UNCLASSIFIED
0.50 Gallons per Cubic Yard
EXCAVATION, REGULATED MATERIAL
0.50 Gallons per Cubic Yard
EXCAVATION, ACID PRODUCING SOIL
0.50 Gallons per Cubic Yard
REMOVAL OF PAVEMENT
0.25 Gallons per Square Yard
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Table 160.03.01-1 Fuel Price Adjustments
Items
Fuel Usage Factor
MICRO-MILLING
0.25 Gallons per Square Yard
HMA MILLING, 3" OR LESS
0.25 Gallons per Square Yard
HMA MILLING, MORE THAN 3" TO 6"
0.25 Gallons per Square Yard
CONCRETE MILLING
0.25 Gallons per Square Yard
HMA PROFILE MILLING
0.25 Gallons per Square Yard
BREAKING PAVEMENT
0.25 Gallons per Square Yard
RUBBLIZATION
0.25 Gallons per Square Yard
SUBBASE
1.00 Gallon per Cubic Yard
I-___ SOIL AGGREGATE
1.00 Gallon per Cubic Yard
SOIL AGGREGATE BASE COURSE, ___ " THICK
1.00 Gallon per Cubic Yard
SOIL AGGREGATE BASE COURSE, VARIABLE THICKNESS
1.00 Gallon per Cubic Yard
DENSE-GRADED AGGREGATE BASE COURSE, ___ " THICK
1.00 Gallon per Cubic Yard
DENSE-GRADED AGGREGATE BASE COURSE, VARIABLE THICKNESS
1.00 Gallon per Cubic Yard
CONCRETE BASE COURSE, ___ " THICK
0.25 Gallons per Square Yard
CONCRETE BASE COURSE, REINFORCED ___ " THICK
0.25 Gallons per Square Yard
ASPHALT-STABILIZED DRAINAGE COURSE
2.50 Gallons per Ton
OPEN-GRADED ___ FRICTION COURSE
2.50 Gallons per Ton
HOT MIX ASPHALT ___ ___ ___ SURFACE COURSE
2.50 Gallons per Ton
HOT MIX ASPHALT ___ ___ ___ SURFACE COURSE HIGH RAP
2.50 Gallons per Ton
HOT MIX ASPHALT ___ ___ ___ INTERMEDIATE COURSE
2.50 Gallons per Ton
HOT MIX ASPHALT ___ ___ ___ INTERMEDIATE COURSE HIGH RAP
2.50 Gallons per Ton
HOT MIX ASPHALT ___ ___ ___ BASE COURSE
2.50 Gallons per Ton
HOT MIX ASPHALT ___ ___ ___ BASE COURSE HIGH RAP
2.50 Gallons per Ton
MODIFIED OPEN-GRADED ___ FRICTION COURSE ___
2.50 Gallons per Ton
ULTRA-THIN FRICTION COURSE
2.50 Gallons per Ton
STONE MATRIX ASPHALT ___ SURFACE COURSE
2.50 Gallons per Ton
HIGH PERFORMANCE THIN OVERLAY
2.50 Gallons per Ton
BINDER RICH INTERMEDIATE COURSE
2.50 Gallons per Ton
BRIDGE DECK WATERPROOFING SURFACE COURSE
2.50 Gallons per Ton
NON-VEGETATIVE SURFACE, HOT MIX ASPHALT
2.50 Gallons per Ton
NON-VEGETATIVE SURFACE COURSE, POROUS HOT MIX ASPHALT
2.50 Gallons per Ton
COLOR-COATED NON-VEGETATIVE SURFACE, HOT MIX ASPHALT
2.50 Gallons per Ton
CONCRETE SURFACE COURSE, ___ " THICK
0.25 Gallons per Square Yard
CONCRETE SIDEWALK, 4" THICK
0.25 Gallons per Square Yard
CONCRETE SIDEWALK, 5" THICK
0.25 Gallons per Square Yard
CONCRETE SIDEWALK, 6" THICK
0.25 Gallons per Square Yard
CONCRETE SIDEWALK, 8" THICK
0.25 Gallons per Square Yard
CONCRETE SIDEWALK, REINFORCED, 6" THICK
0.25 Gallons per Square Yard
CONCRETE SIDEWALK, REINFORCED, 8" THICK
0.25 Gallons per Square Yard
DIAMOND GRINDING OF CONCRETE SURFACE COURSE
0.25 Gallons per Square Yard
DIAMOND GRINDING EXISTING CONCRETE PAVEMENT
0.25 Gallons per Square Yard
SLURRY SEAL AGGREGATE, TYPE II
2.5 Gallons per Ton
SLURRY SEAL EMULSION
0.10 Gallons per Gallon
CONCRETE BRIDGE APPROACH
0.50 Gallons per Cubic Yard
CONCRETE CULVERT
1.00 Gallon per Cubic Yard
2018 SRTS – DOWNTOWN CONNECTION PHASE I / FEDERAL PROJECT NO. D00S650
Page 43 of 68
Table 160.03.01-1 Fuel Price Adjustments
Items
Fuel Usage Factor
CONCRETE FOOTING
1.00 Gallon per Cubic Yard
CONCRETE WING WALL
1.00 Gallon per Cubic Yard
CONCRETE PIER COLUMN PROTECTION, HPC
1.00 Gallon per Cubic Yard
CONCRETE PIER COLUMNS AND CAP
1.00 Gallon per Cubic Yard
CONCRETE ABUTMENT WALL
1.00 Gallon per Cubic Yard
CONCRETE PIER SHAFT
1.00 Gallon per Cubic Yard
CONCRETE PEDESTRIAN BRIDGE
1.00 Gallon per Cubic Yard
CONCRETE BRIDGE DECK
1.00 Gallon per Cubic Yard
CONCRETE BRIDGE DECK, HPC
1.00 Gallon per Cubic Yard
CONCRETE BRIDGE SIDEWALK
1.00 Gallon per Cubic Yard
CONCRETE BRIDGE SIDEWALK HPC
1.00 Gallon per Cubic Yard
CONCRETE BRIDGE PARAPET
1.00 Gallon per Cubic Yard
CONCRETE BRIDGE PARAPET HPC
1.00 Gallon per Cubic Yard
15" BY 32" CONCRETE BARRIER CURB, BRIDGE
0.12 Gallon per Linear Foot
24" BY 32" CONCRETE BARRIER CURB, BRIDGE
0.17 Gallon per Linear Foot
21" BY 34" CONCRETE BARRIER CURB, BRIDGE
0.15 Gallon per Linear Foot
24" BY 42" CONCRETE BARRIER CURB, BRIDGE
0.21 Gallon per Linear Foo
CAST-IN-PLACE CONCRETE PILES, DRIVEN ___ " DIAMETER
1.00 Gallon per Cubic Yard
RETAINING WALL, LOCATION NO.___ ___
0.10 Gallon per Square Foot
CONCRETE MEDIAN BARRIER, HPC
0.16 Gallon per Linear Foot
15" BY 41" CONCRETE BARRIER CURB
0.28 Gallon per Linear Foot
24" BY 32" CONCRETE BARRIER CURB
0.17 Gallon per Linear Foot
15" BY 54" CONCRETE BARRIER CURB
0.15 Gallon per Linear Foot
38" BY 79" CONCRETE BARRIER CURB
0.40 Gallon per Linear Foot
24" BY 39" CONCRETE BARRIER CURB
0.18 Gallon per Linear Foot
18 5/8" BY 65" CONCRETE BARRIER CURB
0.20 Gallon per Linear Foot
32" BY 41" CONCRETE BARRIER CURB
0.24 Gallon per Linear Foot
24" BY 41" CONCRETE BARRIER CURB
0.19 Gallon per Linear Foot
24" BY 45" CONCRETE BARRIER CURB
0.19 Gallon per Linear Foot
15" BY 35" CONCRETE BARRIER CURB, DOWELLED
0.09 Gallon per Linear Foot
15" BY VARIABLE HEIGHT CONCRETE BARRIER CURB
0.28 Gallon per Linear Foot
24" BY VARIABLE HEIGHT CONCRETE BARRIER CURB
0.15 Gallon per Linear Foot
15" BY VARIABLE HEIGHT CONCRETE BARRIER CURB, DOWELLED
0.24 Gallon per Linear Foot
24" BY VARIABLE HEIGHT CONCRETE BARRIER CURB, DOWELLED
0.15 Gallon per Linear Foot
19" BY 32" CONCRET BARRIER CURB, DOWELLED
0.10 Gallon per Linear Foot
24" BY 32" CONCRETE BARRIER CURB, DOWELLED
0.13 Gallon per Linear Foot
24 1/2" BY 53" CONCRETE BARRIER CURB, DOWELLED
0.18 Gallon per Linear Foot
24 1/2" BY VARIABLE HEIGHT CONCRETE BARRIER CURB, DOWELLED
0.15 Gallon per Linear Foot
24" BY 35" CONCRETE BARRIER CURB, DOWELLED
0.13 Gallon per Linear Foot
GROUND MOUNTED BARRIER CURB
0.15 Gallon per Linear Foot
15" BY 51" F SHAPE CONCRETE BARRIER CURB
0.34 Gallon per Linear Foot
24 1/2" BY 51" F SHAPE CONCRETE BARRIER CURB
0.23 Gallon per Linear Foot
24 1/2" BY ___" F SHAPE CONCRETE BARRIER CURB, DOWELLED
0.23 Gallon per Linear Foot
15" BY VARIABLE HEIGHT F SHAPE CONCRETE BARRIER CURB, DOWELLED
0.34 Gallon per Linear Foot
15" BY ___" F SHAPE CONCRETE BARRIER CURB, DOWELLED
0.34 Gallon per Linear Foot
2018 SRTS – DOWNTOWN CONNECTION PHASE I / FEDERAL PROJECT NO. D00S650
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Table 160.03.01-1 Fuel Price Adjustments
Items
Fuel Usage Factor
VARIABLE WIDTH BY VARIABLE HEIGHT F SHAPE CONCRETE BARRIER CURB
0.34 Gallon per Linear Foot
9" BY 16" CONCRETE VERTICAL CURB
0.04 Gallon per Linear Foot
9" BY 18" CONCRETE VERTICAL CURB
0.04 Gallon per Linear Foot
9" BY 20" CONCRETE VERTICAL CURB
0.04 Gallon per Linear Foot
9" BY 22" CONCRETE VERTICAL CURB
0.05 Gallon per Linear Foot
9" BY 14" CONCRETE VERTICAL CURB
0.03 Gallon per Linear Foot
9" BY 4" CONCRETE VERTICAL CURB, DOWELLED
0.01 Gallon per Linear Foot
9" BY 6" CONCRETE VERTICAL CURB, DOWELLED
0.01 Gallon per Linear Foot
9" BY 8" CONCRETE VERTICAL CURB, DOWELLED
0.02 Gallon per Linear Foot
9" BY 10" CONCRETE VERTICAL CURB, DOWELLED
0.02 Gallon per Linear Foot
12” BY 13” CONCRETE SLOPING CURB
0.04 Gallon per Linear Foot
12" BY 3" CONCRETE SLOPING CURB, DOWELLED
0.01 Gallon per Linear Foot
___" BY ___" CONCRETE SLOPING CURB, DOWELLED
0.01 Gallon per Linear Foot
9" BY VARIABLE HEIGHT CONCRETE VERTICAL CURB
0.04 Gallon per Linear Foot
9" BY VARIABLE HEIGHT CONCRETE VERTICAL CURB, DOWELLED
0.02 Gallon per Linear Foot
If an item listed in Table 160.03.01-1 or the Special Provisions has a payment unit which differs from that listed in Table
160.03.01-1 or the Special Provisions, the Department will apply an appropriate conversion factor to determine the number
of gallons of fuel used.
The Department will calculate fuel price adjustment using the following formula:
F = (MF − BF) × G
Where:
F =
Fuel Price Adjustment
MF =
Fuel Price Index for work performed in the time period immediately before the estimate cutoff date.
BF =
Basic Fuel Price Index
G =
Gallons of Fuel for Price Adjustment
The
Department
will
post
the
Fuel
Price
Index
every
month
on
the
Department’s
website:
https://www.state.nj.us/transportation/business/aashtoware/PriceIndex.shtm.
THE LAST PARAGRAPH IS CHANGED TO:
The Basic Fuel Price Index is the Index which is listed for the month prior to the receipt of bids. For new work added that
is eligible for Fuel Price Adjustment, the Basic Fuel Price Index is the index which is listed for the month the new work
was added to the Contract. If the month prior to the receipt of bids or the month the new work was added has two Indices,
the Index in effect for the first day of that month will govern for the Basic Fuel Price Index. If the Fuel Price Index
increases by 50 percent or more over the Basic Fuel Price Index, do not perform any work involving Items listed in Table
160.03.01-1 or the Special Provisions without written approval from the RE.
160.03.02 Asphalt Price Adjustment
The Department will make price adjustments for asphalt binder usage. The Department will calculate asphalt price
adjustments based on the quantities of Items containing asphalt binder constructed.
Each month may be divided into two periods. Period one includes the first day of the month through the fourteenth day of
the month. Period two includes the fifteenth day of the month through the last day of the month. Work starting on the
fourteenth day of the month and continuing past midnight into the fifteenth day of the month will be included in period
one for any price adjustments. Work continuing through midnight of the last day of the month into the first day of the next
month will be included in period two.
2018 SRTS – DOWNTOWN CONNECTION PHASE I / FEDERAL PROJECT NO. D00S650
Page 45 of 68
The Asphalt Price Adjustment will be separated between asphalt binder grades PG 64S-22 and PG 64E-22. The price used
for both the Basic and Monthly Price Indexes will be determined based on the performance grade of asphalt binder in the
approved mix design for the asphalt mixture.
THE THIRD PARAGRAPH IS CHANGED TO:
The price used for both the Basic and Monthly Price Indexes will be determined based on the performance grade of asphalt
binder in the approved mix design for the asphalt mixture.
Price adjustments may result in an increased payment to the Contractor for increases in the price index and may result in
a reduction in payment for decreases in the price index.
The Department will calculate the asphalt price adjustment by the following formula:
A = (MA − BA) × T
Where:
A =
Asphalt Price Adjustment
MA =
Asphalt Price Index for work performed in the time period immediately before the estimate cutoff date.
BA =
Basic Asphalt Price Index
T =
Tons of New Asphalt Binder1
1.
The Department will determine the weight of asphalt binder for price adjustment by multiplying the percentage of new asphalt
binder in the approved job mix formula by the weight of the item containing asphalt binder. If a Hot Mix Asphalt Item has a
payment unit other than ton, the Department will apply an appropriate conversion factor to determine the number of tons of
asphalt binder used.
For Tack Coat, Prime Coat, MICRO SURFACING EMULSION, SLURRY SEAL EMULSION, and FOG SEAL
SURFACE TREATMENT, the Department will calculate the weight of asphalt as follows:
T= G × C × 0.00428
C =
Petroleum content of the product
Use 100% for Tack Coat 64-22 and Tack Coat 64E-22
Use 60% for Polymer Modified Tack Coat, and all other emulsified asphalts
G =
Gallons furnished
The constant 0.00428 is derived from the conversion factor of tons per gallon using 8.345 lbs/gallon for water and a factor of
1.025 for the specific gravity of asphalt binder.
The Department will not calculate an asphalt price adjustment for FOG SEAL STRIP.
The monthly asphalt price index, as determined by the Department, will be the average of quotations from suppliers serving
the area in which the Project is located, and will be determined by the Department. The Department will post the asphalt
price
index
every
month
on
the
Department’s
website:
https://www.state.nj.us/transportation/business/aashtoware/PriceIndex.shtm.
The Basic Asphalt Price Index will be the Index which is listed for the month prior to the receipt of bids. If the month
prior to the receipt of bids has two Indexes, the Index in effect for the first day of the month will govern for the Basic
Asphalt Price Index.
The Monthly Asphalt Price Index will be that for the month that the work is constructed in. If work is constructed over
the course of two or more months for a particular pay estimate, then multiple Monthly Indexes will be used corresponding
to the date that the work was performed.
If the Asphalt Price Index increases 50 percent or more over the basic asphalt price index, do not perform work on Items
containing asphalt binder without written approval from the RE.
THE FOLLOWING IS ADDED:
160.03.03 Steel Price Adjustment
THE FIRST PARAGRAPH IS CHANGED TO:
2018 SRTS – DOWNTOWN CONNECTION PHASE I / FEDERAL PROJECT NO. D00S650
Page 46 of 68
The Department will make a steel price adjustment for Items listed in table 160.03.03-1 using the price index indicated for
the Item. The Contractor may opt out of a steel price adjustment for one or more of the categories of structural steel,
reinforcement steel, or piles, shown in table 160.03.03-1, by providing the Regional Construction Engineer with a list of
those categories to which the Contractor does not want to apply the steel price adjustment. Provide the list within 5 days
of award of the Contract. Ensure the list identifies all items in each opt out category by description and Item number.
Only entire categories will be considered. Only the items listed will be excluded for a price adjustment. Failure to submit
the list within the specified time will result in losing the opportunity to opt out of the steel price adjustment. The steel
price adjustment will always apply to beam guide rail, rub rail, and sign structuresThis adjustment is based solely on the
mill provided steel.
Table 160.03.03-1 Steel Price Adjustment Items
Item
Price Index (BS & MS)
STRUCTURAL STEEL
US Dept. of Labor, Bureau of Labor Statistics - Producer Price Index for Hot
Rolled Steel Bars, Plates, and Structural Shapes WPU 101704
REINFORCEMENT STEEL
US Dept. of Labor, Bureau of Labor Statistics - Producer Price Index for
Semifinished Steel Mill Products WPU 101702
REINFORCEMENT STEEL,
EPOXY-COATED
US Dept. of Labor, Bureau of Labor Statistics - Producer Price Index for
Semifinished Steel Mill Products WPU 101702
REINFORCEMENT STEEL, GALVANIZED
US Dept. of Labor, Bureau of Labor Statistics - Producer Price Index for
Semifinished Steel Mill Products WPU 101702
REINFORCEMENT STEEL, STAINLESS
US Dept. of Labor, Bureau of Labor Statistics - Producer Price Index for
Semifinished Steel Mill Products WPU 101702
CAST-IN-PLACE CONCRETE PILE
FURNISHED
US Dept. of Labor, Bureau of Labor Statistics - Producer Price Index for Hot
Rolled Steel Bars, Plates and Structural Shapes WPU 101704
STEEL H-PILE, FURNISHED
US Dept. of Labor, Bureau of Labor Statistics - Producer Price Index for Hot
Rolled Steel Bars, Plates and Structural Shapes WPU 101704
BEAM GUIDE RAIL
US Dept. of Labor, Bureau of Labor Statistics - Producer Price Index for
Semifinished Steel Mill Products WPU 101702
RUB RAIL
US Dept. of Labor, Bureau of Labor Statistics - Producer Price Index for
Semifinished Steel Mill Products WPU 101702
OVERHEAD SIGN STRUCTURE NO. ___
US Dept. of Labor, Bureau of Labor Statistics - Producer Price Index for
Semifinished Steel Mill Products WPU 101702
BUTTERFLY SIGN SUPPORT, DMS
STRUCTURE NO. ___
US Dept. of Labor, Bureau of Labor Statistics - Producer Price Index for
Semifinished Steel Mill Products WPU 101702
CANTILEVER SIGN STRUCTURE NO. ___
US Dept. of Labor, Bureau of Labor Statistics - Producer Price Index for
Semifinished Steel Mill Products WPU 101702
CANTILEVER SIGN SUPPORT, DMS
STRUCTURE NO. ___
US Dept. of Labor, Bureau of Labor Statistics - Producer Price Index for
Semifinished Steel Mill Products WPU 101702
Price adjustments may result in an increased payment to the Contractor for increases in the price index and may result in
a reduction in payment for decreases in the price index.
A steel price adjustment will only be made for price increases when
> 10%, and a price adjustment will only be made
for price decreases when
> 10%.
When the Monthly Steel Price Index is greater than the Benchmark Steel Price Index, the Department will calculate STEEL
PRICE ADJUSTMENT using the following formula:
S = [BS −MS + BS × 0.10 ]
−BS
× CB × W
2018 SRTS – DOWNTOWN CONNECTION PHASE I / FEDERAL PROJECT NO. D00S650
Page 47 of 68
When the Monthly Steel Price Index is less than the Benchmark Steel Price Index, the Department will calculate STEEL
PRICE ADJUSTMENT using the following formula:
S = [MS −BS + BS × 0.10 ]
BS
× CB × W
Where:
S =
Steel Price Adjustment (Dollars).
BS =
Benchmark Steel Price Index – the steel preliminary price index for the month before the project is bid.
MS =
Monthly Steel Price Index – the steel price index for the month steel is shipped from the mill.
CB =
Cost Basis ($/lb).
W =
Weight of Steel (lb).
The Department will post the BS, MS and CB value every month at
https://www.state.nj.us/transportation/business/aashtoware/SteelPriceIndex.shtm.
With each delivery of steel, submit to the RE documentation from the fabricator or supplier, which details the following
information:
1.
Weight of the steel shipped from the mill to the fabricator or supplier
2.
Name of the mill, fabricator or supplier or both.
3.
Identifying transmittal or invoice number for each shipment.
4.
Date of the shipment
5.
Item description and Item number(s) for which the steel is associated.
If the documented steel weight is for more than one Item, provide the RE with the weight attributed to each Item.
On a monthly basis, provide the RE with a certified tabulation listing all the eligible steel shipments for the prior month.
The tabulation must list the above items correlating to the identifying marks noted on the mill delivery reports.
On a monthly basis, complete form DC-160(S) Steel Price Adjustment.
Provide the documentation to the RE within 60 days of the date of the shipment. The Department will not make a price
adjustment for steel shipped before the bid date.
The Department will make a price adjustment for the Items “STRUCTURAL STEEL” based on the weights listed in Table
160.03.03-2. If the steel for an Item is shipped on dates having different monthly index prices, the Department will
proportionately adjust the weight used in the calculation of the price adjustment by multiplying the weight shipped by the
ratio of the weight for the Item listed in Table 160.03.03-2 to the sum total of weight shipped for that Item. If the weight
of steel estimated for a structure in Table 160.03.03-2 differs from the actual weight by more than 10 percent, the
Department will make a price adjustment based on the actual weight.
Table 160.03.03-2 Structural Steel Price Adjustment Items
Structure
Item No.
Weight (Lb)
The Department will make a price adjustment for the Items OVERHEAD SIGN STRUCTURE and CANTILEVER SIGN
STRUCTURE based on the weights listed in Table 160.03.03-3. If the steel for an Item is shipped on dates having different
monthly index prices, the Department will proportionately adjust the weight used in the calculation of the price adjustment
by multiplying the weight shipped by the ratio of the weight for the Item listed in Table 160.03.03-3 to the sum total of
weight shipped for that Item. If the weight of steel estimated for a structure in Table 160.03.03-3 differs from the actual
weight by more than 10percent, the Department will make a price adjustment based on the actual weight.
Table 160.03.03-3 Overhead Sign Structure and Cantilever Sign Structure Price Adjustment Items
Overhead and Cantilever Sign Structure Number
Item No.
Weight (Lb)
2018 SRTS – DOWNTOWN CONNECTION PHASE I / FEDERAL PROJECT NO. D00S650
Page 48 of 68
The Department will only make a price adjustment for reinforcement steel for steel provided in association with the
reinforcement steel items. The Department will make a price adjustment for reinforcement steel based on the weight of
reinforcement steel indicated in the Proposal for an Item as adjusted by Change Orders. If the reinforcement steel for an
Item is shipped on dates having different monthly index prices, the Department will proportionately adjust the weight used
in the calculation of the price adjustment by multiplying the weight shipped by the ratio of the weight for the Item to the
sum total of weight shipped for that Item.
The Department will make a price adjustment for piles based on the weight of steel furnished for pipe piles and for H-piles
based on the RE’s order list. The weight of steel furnished for piles will not include the weight for ancillary materials such
as pile shoes and splice collars.
The Department will make a price adjustment for BEAM GUIDE RAIL (including posts) and RUB-RAIL based on the
weight of steel furnished. The weight does not include coating. The weight does not include associated hardware and the
weight of end treatments.
If the preliminary Monthly Steel Price Index increases 100percent or more over the Benchmark Steel Price Index, do not
order more steel without written approval from the RE. The RE will determine if work will continue based on the Steel
Price Index increase.
There will be no increase to STEEL PRICE ADJUSTMENT if the work is behind schedule by fault of the Contractor and
the steel was not purchased prior to the delay.
160.04 MEASUREMENT AND PAYMENT
THE SUBSECTION IS CHANGED TO:
The Department will measure and make payment for Items as follows:
Item
Pay Unit
FUEL PRICE ADJUSTMENT
DOLLAR
ASPHALT PRICE ADJUSTMENT
DOLLAR
THE SECOND PARAGRAPH IS CHANGED TO:
The Items FUEL PRICE ADJUSTEMENT and ASPHALT PRICE ADJUSTMENT must be included in the Proposal or
added to the Contract to qualify for payment.
SECTION 161 – FINAL CLEANUP
161.04 MEASUREMENT AND PAYMENT
The Department will measure and make payment for Items as follows:
Item
Pay Unit
FINAL CLEANUP
LUMP SUM
2018 SRTS – DOWNTOWN CONNECTION PHASE I / FEDERAL PROJECT NO. D00S650
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DIVISION 200 – EARTHWORK
SECTION 201 – CLEARING SITE
201.03.01 Clearing Site
PART A IS CHANGED TO:
A.
Preparation. Construct SESC measures, as specified in 158.03.02, before clearing site.
THE FIRST PARAGRAPH IN PART B IS CHANGED TO:
B.
Clearing and Grubbing. Before beginning excavation or embankment construction, clear the site within the limits
of construction. Clear the ground surface of vegetation (trees of various caliper, brush, weeds, roots, matted leaves),
small structures not shown on the Plans for demolition, debris, and other objectionable material where its existing
position conflicts with the limits of construction. In cut sections, grub out tree stumps within the limits of the total
cut area. In fill sections, the Contractor may leave tree stumps extending less than 1 foot above the original ground
surface in those areas where the proposed subgrade, or proposed finished grade in non-pavement sections, is greater
than 3 1/2 feet above the original ground surface. Grub out tree stumps that lie within 5 feet horizontally or
vertically from any proposed structure, pipe, or duct.
The SECOND paragraph in Part C is changed to:
Remove local street and road signs and reset at locations and in the manner acceptable to local authorities. If existing
signs that are shown to be reset or maintained have recently been damaged, notify the RE or Borough Administrator
before resetting or replacing. Should new street signs be required, submit plans to the Borough Administrator for
approval prior to installation. Ensure that any regulatory signs are maintained during and after stages of construction.
Remove from the immediate work site and safely store existing signs that are to be reset upon completion of the
respective stage.
201.04 MEASUREMENT AND PAYMENT
The Department will measure and make payment for Items as follows:
Item
Pay Unit
CLEARING SITE
LUMP SUM
SECTION 202 – EXCAVATION
202.03.01 Stripping
THE SECOND PARAGRAPH IS CHANGED TO:
Strip vegetation and underlying soil to a depth of 4 to 6 inches below the existing ground surface. Confirm the thickness
of stripping with the RE based on field conditions. Temporarily store in stockpiles, as specified in 202.03.03.B, stripped
material including excess that is determined suitable for the future use of the Department. The RE will sample and analyze
stripped material in stockpiles to determine suitability for use as topsoil. Reuse or dispose of unsuitable stripped material
as specified in 202.03.03.C.
202.04 MEASUREMENT AND PAYMENT
The Department will measure and make payment for Items as follows:
Item
Pay Unit
EXCAVATION, TEST PIT
CUBIC YARD
EXCAVATION, UNCLASSIFIED
CUBIC YARD
REMOVAL OF PAVEMENT
SQUARE YARD
2018 SRTS – DOWNTOWN CONNECTION PHASE I / FEDERAL PROJECT NO. D00S650
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DIVISION 300 – SUBBASE AND BASE COURSES
SECTION 302 – AGGREGATE BASE COURSE
302.04 MEASUREMENT AND PAYMENT
The Department will measure and make payment for Items as follows:
Item
Pay Unit
DENSE-GRADED AGGREGATE BASE COURSE, 6” THICK
SQUARE YARD
2018 SRTS – DOWNTOWN CONNECTION PHASE I / FEDERAL PROJECT NO. D00S650
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DIVISION 400 – PAVEMENTS
SECTION 401 – HOT MIX ASPHALT (HMA) COURSES
401.02.01 Materials
THE FIRST ITEM IS CHANGED TO:
Tack Coat 64-22, PG 64S-22 ......................................................................................................................... 902.01.01
401.03.01 Milling
A.
HMA Milling.
Stage
Max. Time Interval Allowed
C.
Micro-Milling and Profile Milling.
THE FOLLOWING IS ADDED AT THE END:
The Department will provide the time interval for resurfacing the micro-milled areas in the Special Provisions.
Extensions to the time interval may be approved by the RE. The RE is responsible for performing a daily inspection
of the micro-milled surface to ensure continued compliance with ASTM E 965. The Contractor is responsible for
any incidental costs incurred as a result of time interval extension.
The RE may increase the allowable time interval to a maximum of 72 hours based on field conditions and provided
that the condition does not deteriorate the pavement or impact the safety of the traveling public.
Stage
Max. Time Interval Allowed
401.03.03 HMA Pavement Repair
THE TITLE AND ENTIRE SUBSECTION IS CHANGED TO:
401.03.03 HMA Repair
A.
HMA Pavement Repair. Arrange a project site meeting with the RE to establish the limits of HMA pavement repair.
Additional repairs, not delineated on the Plans or by the RE during the project site meeting, may be required if the
need is established by the RE.
If potholes are discovered, notify the RE immediately. The RE may immediately direct repairs of small areas. The
RE may require further evaluation of a large area to determine the need for additional milling and paving.
Perform HMA repairs as a separate operation before milling, paving, and other surface treatments. The Contractor
may request approval of the RE to perform the repair work as one operation with the paving or surface treatment.
HMA repairs may be performed on full depth HMA pavement or on composite pavement (HMA over concrete
pavement). For full depth HMA pavement, sawcut existing HMA pavement to a depth of 8 inches. For composite
pavement, sawcut existing HMA to a depth of 8 inches or up to the top of concrete, whichever is less. Sawcut lines
parallel and perpendicular to the roadway baseline and 3 inches away, at the closest point, from the damaged area to
be repaired.
Remove damaged and loose material within the boundary of the sawcuts to form rectangular openings with vertical
sides to a depth of 8 inches for HMA pavement, or to the top of concrete for composite pavement. A milling machine
may be used to remove damaged pavement to form the repair areas if approved by the RE.
After the existing damaged HMA and loose material has been removed, the RE will examine underlying material to
determine its condition.
2018 SRTS – DOWNTOWN CONNECTION PHASE I / FEDERAL PROJECT NO. D00S650
Page 52 of 68
If the base of the repair area is unbound material, then shape and compact the unbound material to produce a firm
and level base.
If water exists in the area, remove the underlying material to the depth as directed by the RE. Place geotextile, then
place and compact coarse aggregate to required grade to provide for a minimum 8 inch thick HMA pavement repair.
Compact coarse aggregate as specified in 203.03.02.B.3.
If the base of the repair is HMA or concrete pavement, then ensure that the remaining pavement is cleaned and dry
prior to applying tack coat.
Apply tack coat at an application rate of 0.15 gallons per square yard to the vertical surfaces and base of the opening.
Spread and grade HMA surface course mix in the opening as specified for the roadway surface or a HMA surface
course mix approved by the RE. Ensure that the temperature of the HMA when placed is at least 250 °F, and compact
as specified in 401.03.07.F. Compact areas not accessible to rollers with a flat face compactor. Compact until the
top of the patch is flush with, or 1/8 inch higher than, the adjacent pavement surface.
Reuse removed material as specified in 202.03.03.C.1.
B.
HMA Longitudinal Joint Repair. Arrange a project site meeting with the RE to establish the limits of HMA
longitudinal repair areas. Additional repairs, not delineated on the Plans or by the RE during the project site meeting,
may be required if the need is established by the RE.
Mill 2 feet wide, unless directed otherwise by the RE, centered over the HMA longitudinal joint, rumble strip,
longitudinal distress areas or any combination of the three, as shown on the Plans and as directed by the RE. Mill to
a minimum 2 inches in depth, or as required to remove the damaged pavement. For distress areas wider than 4 feet,
the RE may direct the use of HMA pavement repair as specified in 401.03.03.A.
Clean the milled area as specified in 401.03.01.A. Obtain RE approval of the repair area before proceeding with the
repair.
Apply polymerized joint adhesive to the vertical surfaces of the repair area as specified in 401.03.04. Apply tack
coat as specified in 401.03.05 at an application rate of 0.15 gallons per square yard to the bottom surface of the repair
area. Obtain RE approval of the repair area before proceeding with the repair. Spread and grade Hot Mix Asphalt
9.5M64 Surface Course in the repair area as specified in 401.03.07.E. Ensure that the temperature of the HMA when
placed and compacted is at least 250 ºF. Compact as specified in 401.03.07.F, ensuring that the top of the compacted
HMA is flush with, or not greater than 1/8 inch higher than, the adjacent pavement surface.
Reuse removed material as specified in 202.03.03.C.1.
401.03.05 Tack Coat
THE FOLLOWING IS ADDED AFTER THE FOURTH PARAGRAPH:
The Department will perform verification testing of tack coat application rate according to ASTM D2995, Option A, within
the first 300 feet of each paving operation for each lane of paving, except that only one pad assembly will be used for the
transverse application rate and the longitudinal application rate will not be verified. Prior to tack coat application, allow
the RE access to set geotextile pads for the initial verification test. After passing over the pads with the tack distributor,
allow the RE time to perform the verification test and calculation. If the application rate is determined to be outside the
rate specified in Table 401.03.05-1, stop the tack coat and paving operations, make the required adjustments to achieve a
proper application rate, and allow the RE to perform an additional verification test within the next 300 feet. Allow the RE
to perform additional tests until the correct application rate is achieved. Retack areas that are insufficiently coated. The
frequency of testing may be increased based on a visual inspection or at the discretion of the RE.
401.03.07 HMA Courses
A.
Paving Plan.
PART (4) IS CHANGED TO:
4.
Lighting plan for night operations as specified in 108.06.
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D.
Transportation and Delivery of HMA.
THE SECOND SENTENCE OF THE FIRST PARAGRAPH IS CHANGED TO:
Do not allow trucks to leave the plant within 1 hour of sunset unless lighting for night operations is provided as
specified in 108.06.
401.04 MEASUREMENT AND PAYMENT
FOR LOCAL AID PROJECTS THIS SECTION IS CHANGED TO THE FOLLOWING:
401.04 Measurement and Payment
REPLACE THIS SUBSECTION WITH THE FOLLOWING:
The Department will measure and make payment for Items as follows:
Item
Pay Unit
POLYMERIZED JOINT ADHESIVE
LINEAR FOOT
TACK COAT
GALLON
PRIME COAT
GALLON
HOT MIX ASPHALT 9.5 M 64 SURFACE COURSE
TON
HOT MIX ASPHALT 19 M 64 BASE COURSE
TON
The specified depth of the milling is measured from the original surface to the top of the high spots of the textured surface.
The RE will measure TACK COAT, TACK COAT 64-22, PRIME COAT, and POLYMER MODIFIED TACK
COAT by the volume delivered, converted to the number of gallons at 60 °F as calculated by the temperature-
volume correction factors specified in 902.01.
The RE will measure HOT MIX ASPHALT 9.5 M 64 SURFACE COURSE and HOT MIX ASPHALT 19 M 64 BASE
COURSE by the ton as indicated on the certified weigh tickets, excluding unused material. When nominal maximum
aggregate size 3/8 inch HMA surface course is directed for use in transition (run out) areas, the Department will
include this weight with the weight for HOT MIX ASPHALT 9.5 M 64 SURFACE COURSE.
The Department will not include payment for polymerized joint adhesive in the various paving Items. The
Department will make payment for polymerized joint adhesive under POLYMERIZED JOINT ADHESIVE.
The Department will make a payment adjustment for HMA air void quality per lot by the following formula:
Pay Adjustment Per HMA Lot = - Q x BP x Reduction Per Lot (%)
Where:
BP =
Bid Price of HMA
Q =
Quantity of HMA in lot receiving payment adjustment
Reduction Per Lot (%) = Air void Reduction (%) per lot as specified in 401.03.07.H.
The Department will make a payment adjustment for HMA thickness quality per lot by the following formula:
Pay Adjustment Per HMA Lot = - Q x BP x Percent Reduction (%)
Where:
BP =
Bid Price of HMA
Q =
Quantity of HMA in lot receiving payment adjustment
Percent Reduction (%) = Thickness Percent Reduction (%) per lot as specified in 401.03.07.I.
The Department will make a payment adjustment for HMA ride quality, as specified in 401.03.07.J.
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DIVISION 500 – BRIDGES AND STRUCTURES
SECTION 513 – RETAINING WALLS
513.01 DESCRIPTION
THE FOLLOWING IS ADDED:
Design the retaining wall in accordance with AASHTO LRFD Bridge Design Specifications (10th Edition, 2024) and the
NJDOT Bridge Design Manual (6th Edition, 2016) Section 17.5.
513.03.01 Retaining Walls
REPLACE THE SUBSECTION WITH:
At least 30 days before beginning the work, submit working drawings signed and sealed by a Professional Engineer for
approval. Ensure the working drawings include at a minimum, the following:
1. Design Calculations giving complete information as to the proposed method of fabrication and erection.
2. Final plan view layout of the landscape wall, showing the offset from the construction baseline to the face of wall
units at all changes in the horizontal alignment.
3. All details, notes, materials, and manufacturer recommendations.
4. Provide Landscape Retaining Wall as manufactured by one of the following (or approved equal):
a.
VERSA-LOK® Retaining Wall Systems
6348 Hwy. 36 Blvd, Suite 1
Oakdale, MN 55128
Phone: (651) 770-3166
Web: www.versa-lok.com
b. Allan Block Corporation
7424 West 78th Street
Bloomington, MN 55439
Phone: (952) 835-5309
Web: www.allanblock.com
c.
Keystone Retaining Wall System
4444 West 78th Street
Minneapolis, MN 55435
Phone: (952) 897-1040
Web: www.keystonewalls.com
THE FOLLOWING SUBPART IS ADDED:
513.03.03 Concrete Staining
Perform concrete staining as specified in 504.03.04.
513.04 MEASUREMENT AND PAYMENT
The Department will measure and make payment for Items as follows:
Item
Pay Unit
RETAINING WALL, LOCATION NO. 1
SQUARE FOOT
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THE FOLLOWING IS ADDED:
The Department will make payment for CONCRETE STAINING as specified in 504.04.
SECTION 601 – PIPE
601.04 MEASUREMENT AND PAYMENT
The Department will measure and make payment for Items as follows:
Item
Pay Unit
15” REINFORCED CONCRETE PIPE
LINEAR FOOT
SECTION 602 – DRAINAGE STRUCTURES
602.03.03 Set Casting, Reset Casting, and Reconstructed Inlet and Manhole
THE FIRST PARAGRAPH IS CHANGED TO:
When modifying less than 1 foot of an inlet or manhole, set a new casting, or reset the existing casting. When modifying
1 foot or more of an inlet or manhole, reconstruct the inlet or manhole.
602.04 MEASUREMENT AND PAYMENT
The Department will measure and make payment for Items as follows:
Item
Pay Unit
INLET, TYPE B
UNIT
CURB PIECE
UNIT
RESET EXISTING CASTING
UNIT
SECTION 606 – SIDEWALKS, DRIVEWAYS, AND ISLANDS
606.04 MEASUREMENT AND PAYMENT
The Department will measure and make payment for Items as follows:
Item
Pay Unit
CONCRETE SIDEWALK, 4” THICK
SQUARE YARD
HOT MIX ASPHALT DRIVEWAY, 6” THICK
SQUARE YARD
STONE OR GRAVEL DRIVEWAY, 4” THICK
SQUARE YARD
CONCRETE DRIVEWAY, 6” THICK
SQUARE YARD
DETECTABLE WARNING SURFACE
SQUARE YARD
SECTION 607 – CURB
607.04 MEASUREMENT AND PAYMENT
The Department will measure and make payment for Items as follows:
Item
Pay Unit
9” X 16” CONCRETE VERTICAL CURB
LINEAR FOOT
9” X 18” CONCRETE VERTICAL CURB
LINEAR FOOT
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SECTION 610 – TRAFFIC STRIPES, TRAFFIC MARKINGS, AND RUMBLE STRIPS
THE FOLLOWING SUBSECTION IS REPLACED AS FOLLOWS:
610.03.02 Traffic Markings Lines, Traffic Markings Symbols, and Traffic Markings Route Symbols
A.
Marking Plan. At least 20 days before beginning the work, submit to the RE for approval a marking plan that
includes:
1.
Schedule of operations for applying traffic markings.
2.
Number and type of equipment.
3.
Manufacturer’s recommendations for use of the materials, including mixing ratios and application temperatures.
4.
Details on the means and methods for surface preparation.
5.
Details on the means and methods for premarking.
B.
Surface Preparation. Immediately before marking the pavement surface, clean the surface of dirt, oil, grease, and
foreign material, including curing compound on new concrete. Clean the surface 2 inches beyond the perimeter of
the marking to be placed.
C.
Applying Traffic Markings. Place preformed thermoplastic or hot extruded thermoplastic traffic markings on
thoroughly dry surfaces and during dry weather conditions. Apply using equipment and procedures that produce
markings of the specified color, width, and thickness with well-defined edges, uniform retroreflectivity, and proper
bonding to the pavement. Apply the thermoplastic material as follows:
1.
Preformed Thermoplastic. Melt the preformed thermoplastic tape to bond the traffic markings permanently
in position according to the manufacturer’s recommendations.
Meet the minimum initial retroreflectance value, as specified in 610.03.01.D for thermoplastic tape, by applying
additional glass beads to the hot-wet material in a uniform pattern as necessary.
2.
Extruded Thermoplastic. Uniformly heat the thermoplastic material. When the ambient and surface
temperatures are at least 50 °F, apply the melted material at a temperature of between 400 and 425 °F. Extrude
the thermoplastic traffic markings on the HMA or concrete pavement ensuring a thickness of 90 ± 1 mils.
Immediately after, or in conjunction with the thermoplastic extrusion, uniformly apply glass beads to the wet
material at a minimum rate of 10 pounds per 100 square feet of markings. Apply glass beads by mechanical
means only.
D. Applying Transverse Rumble Markings. Install transverse rumble markings as follows:
1.
Ensure the HMA or concrete pavement is clean and dry before applying thermoplastic materials as specified in
610.03.02.B.
2.
Heat thermoplastic material as specified in 610.03.02.C.2.
3.
Apply one layer of thermoplastic material on the HMA or concrete pavement surface at a thickness of 125 ± 1
mils. Then while the material is hot, apply a second layer of thermoplastic material at 125 ± 1 mils.
4.
Uniformly apply glass beads as specified in 610.03.02.C.2.
5.
The Contractor will ensure that there is no separation between the first and second layer of thermoplastic
material before the RE’s final acceptance of transverse rumble markings.
6.
The Contractor will ensure that the appropriate thickness of 125 ± 1 mils per layer of thermoplastic material is
installed, any markings found by the RE to be thinner than 125 ± 1 mils will be removed and reinstalled by the
Contractor at no additional cost to the Department.
7.
The Department will make payment for transverse rumble markings by square feet under TRAFFIC
MARKINGS SYMBOLS as specified in 610.04. 8. Thermoplastic material for transverse rumble markings
shall be white in color.
E.
Performance. Ensure that the traffic markings show no fading, lifting, cracking, chipping for any reason including
but not limited to traffic wear, maintenance activities including snow plowing, until Acceptance. Ensure that 60 days
after application, traffic markings have a minimum retroreflectance value of:
375 millicandelas per square meter per lux for white traffic markings
250 millicandelas per square meter per lux for yellow traffic markings
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F.
Defective work. Replace thermoplastic traffic markings that are determined by the RE before Acceptance to be
defective or that are damaged during construction. Remove defective markings as specified in 610.03.08.
Replace the entire area of thermoplastic traffic markings determined to be less than the required thickness, to have
incorrect color or width, to have failed to bond to the pavement, or to have chipped or cracked. The minimum
replacement area is an individual word or symbol, or for longitudinal lines the entire length from where the deficiency
first occurs to where it no longer exists.
The RE will determine initial retroreflectance as follows:
Provide the RE with a Reflectometer that meets a 30 meter geometry as specified in ASTM E 1710, capable of
measuring wet and dry conditions as specified in ASTM E 2176 and ASTM E 2177, and that has been certified by
the manufacturer as being calibrated within the last 2 years. The RE will test the retroreflectance of traffic markings
with the provided reflectometer according to the manufacturer’s recommendations. Replace traffic markings that do
not meet the retroreflectance values indicated in 610.03.02.E.
G.
Opening to Traffic. Complete each application of thermoplastic traffic markings and allow to thoroughly dry before
opening to traffic. The RE will determine when the traveled way can be opened to traffic.
610.04 MEASUREMENT AND PAYMENT
THE SUBPART IS CHANGED TO:
The Department will measure and make payment for Items as follows:
Item
Pay Unit
TRAFFIC MARKINGS LINES, 8"
LINEAR FOOT
TRAFFIC MARKINGS LINES, 24"
LINEAR FOOT
REMOVAL OF TRAFFIC MARKINGS
SQUARE FOOT
The Department will measure TRAFFIC STRIPES and TRAFFIC MARKINGS LINES by the linear foot for each
specified width of stripe. The Department will not measure gaps in striping.
SECTION 612 – SIGNS
612.01 DESCRIPTION
THE FOLLOWING IS ADDED:
This Section also describes the requirements for solar powered Rectangular Rapid Flashing Beacon (RRFB) assembly, a
solar powered Driver Feedback Sign assembly, and in-street regulatory signs.
612.02 MATERIALS
THE FOLLOWING IS ADDED:
Provide materials as specified:
Steel “U” and Square Tube Post Sign Supports…………………………………………………………911.02.01
Steel Square Post Sign Supports .............................................................................................................. 911.02.05
Rectangular Rapid Flashing Beacon components shall be guaranteed by the manufacturer for a minimum of five years
after final acceptance.
For fittings and mounting hardware not specified, follow the manufacturer’s recommendations.
Ensure the RRFB system provides for the following:
1. Operates in a temperature range of -40°F to 165°F (-40°C to 74°C) and maintains accurate performance in all
weather conditions.
2. At least 15 RF channels that can be configured on-site to avoid inadvertent activation of nearby systems.
3. Uses SAE J595 certified amber LED modules for the beacons.
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4. Uses SAE J578 yellow lightbar indications.
5. The RRFB solar engine and lightbars shall be rated to a minimum of NEMA 3R.
6. The RRFB shall be FCC certified to comply with ass 47 CFR FCC Part 15 Subpart B Emission requirements.
612.03 CONSTRUCTION
THE FOLLOWING SUBSECTIONS ARE ADDED:
612.03.01 Regulatory and Warning Signs, and Guide Sign, Type GA Steel “U” Post Supports
THE SUBPART IS RENAMED TO:
612.03.01 Regulatory and Warning Signs, and Guide Sign, Type GA Steel “U” and Square Tube Post Supports
THE SECOND PARAGRAPH IS CHANGED TO:
Mount sign panels on breakaway steel “U” or square tube post sign supports. For signs located behind guide rails or other
roadside barriers, mount sign panels on steel “U” or square tube post sign supports without the breakaway assembly.
612.03.04 Pedestrian Crossing Sign, Bi-Directional, Warning Beacon
Install a complete and fully functioning solar powered Rectangular Rapid Flashing Beacon (RRFB) assembly, breakaway
square post sign support, sign panels, pedestrian pushbutton, and all necessary hardware and devices required to provide a
complete installation. The RRFB shall conform to all provisions of the current edition of the MUTCD.
A. Working Drawings. At least 30 days before beginning work, submit working drawings to the RE for approval.
B. Post. If sign placement conflicts with existing conditions, obtain RE approval to adjust the sign location. Install a
breakaway steel square post sign support in accordance with the manufacturer’s recommendations. Determine the sign
post length based on the final grade.
C. Mounting Sign Panels. Mount sign panels as indicated on the Plans to the post using mounting material. Bi-
directional installations are to have sign panels mounted on opposite sides of a single post that are visible to both
directions of travel. After mounting sign panels, notify the RE. The RE will examine the sign panels at night for glare.
If directed by the RE, adjust the sign panels to eliminate glare.
D. Warning Beacon. Install warning beacons as indicated on the Plans. Bi-directional installations are to have warning
beacons mounted on opposite sides of a single post that are visible to both directions of travel. Use mounting fittings
designed to function with the warning beacon and allows the unit to rotate horizontally for aiming. The system shall
provide configurable nighttime intensity settings for the warning beacon. Ensure the warning beacon is normally dark
and operates only upon pedestrian actuation. The flash duration of the warning beacon to be adjustable in the field
from 10 to 60 seconds in one second increments. Coordinate with the Department to determine the required length of
the sequence.
E. Push Button. Install a push button as indicated on the Plans and as specified in 702.03.07 with instructional sign
legend PUSH BUTTON TO TURN ON WARNING LIGHTS (R10-25) adjacent to or integral with each push button.
Actuation of a single push button shall wirelessly activate all flashing beacon assemblies associated with the
intersection simultaneously.
F. Solar Engine. Install the solar engine in accordance with the manufacturer’s recommendations. The solar engine,
including solar panel, charge controller, and batteries to be housed in an enclosure rated to a minimum of NEMA 3R.
Batteries to be designed for a demonstrable service life of 5 years and a capacity to provide 300 20-second activations
per day. Submit to the RE, detailed solar simulations as evidence that the RRFB is capable of the claimed performance
at the installation location shown on the Plans. Solar simulation calculations to include Energy Balance, Array-to-
Load Ratio, and Autonomy. If the solar simulation calculations show substandard performance, obtain RE approval
to adjust the sign location.
G. Turn On. Supply a technician authorized by the RRFB manufacturer at the work site when each RRFB assembly is
installed to give technical assistance during initial setup and to provide a demonstration that the system meets all
functional and operational requirements.
612.04 MEASUREMENT AND PAYMENT
THE SUBSECTION IS AMENDED TO READ AS FOLLOWS:
Item
Pay Unit
REGULATORY AND WARNING SIGN
SQUARE FOOT
PEDESTRIAN CROSSING SIGN, BI-DIRECTIONAL, WARNING BEACON
UNIT
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SECTION 651 – WATER
651.04 MEASUREMENT AND PAYMENT
The Department will measure and make payment for Items as follows:
Item
Pay Unit
RELOCATE FIRE HYDRANT
UNIT
RESET FIRE HYDRANT
UNIT
RESET WATER VALVE BOX
UNIT
SECTION 652 – SANITARY SEWER
652.04 MEASUREMENT AND PAYMENT
The Department will measure and make payment for Items as follows:
Item
Pay Unit
RESET MANHOLE, SANITARY SEWER, USING EXISTING CASTING
UNIT
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DIVISION 800 – MATERIALS
SECTION 802 – TRIMMING AND REMOVING TREES
802.04 MEASUREMENT AND PAYMENT
The Department will measure and make payment for Items as follows:
Item
Pay Unit
TREE REMOVAL, OVER 30” TO 36” DIAMETER
UNIT
SECTION 804 – TOPSOIL SPREADING
804.04 MEASUREMENT AND PAYMENT
The Department will measure and make payment for Items as follows:
Item
Pay Unit
TOPSOIL SPREADING ” THICK
SQUARE YARD
BORROW TOPSOIL
CUBIC YARD
SECTION 806 – FERTILIZING AND SEEDING
806.04 MEASUREMENT AND PAYMENT
The Department will measure and make payment for Items as follows:
Item
Pay Unit
FERTILIZING AND SEEDING, TYPE A-3
SQUARE YARD
SECTION 809 – MULCHING
809.04 MEASUREMENT AND PAYMENT
The Department will measure and make payment for Items as follows:
Item
Pay Unit
STRAW MULCHING
SQUARE YARD
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DIVISION 900 – MATERIALS
SECTION 902 – ASPHALT
902.01.01 Asphalt Binder
THE FIRST TWO PARAGRAPHS ARE CHANGED TO:
Use an asphalt binder that is storage-stable and conforms to AASHTO M 332. Include compliance with the elastic response
requirement in Figure 1 of AASHTO R 92, if applicable.
902.01.04 Warm Mix Asphalt (WMA) Additives and Processes
THE FIRST PARAGRAPH IS CHANGED TO:
Use a WMA additive or process that is listed on the QPL.
902.02.01 Mix Designations
PART (4) IS CHANGED TO:
4.
“E” The fourth field in the Item description designates the high temperature designation of the performance-
graded binder. Options are “64” for PG 64S-22 and “E” for PG 64E-22.
902.02.03 Mix Design
THE FOLLOWING IS ADDED TO THE FIRST PARAGRAPH:
Unless otherwise approved by the engineer, only one source of supply for hot mix asphalt surface course may be used on
the project.
SECTION 903 – CONCRETE
903.01 CEMENT
THE ENTIRE SUBSECTION TEXT IS CHANGED TO:
Use cement, listed on the QPL, that is either portland cement or blended hydraulic cement and conforms to the following:
Portland Cement, Type I, II, and Type III ................................................................................................ ASTM C 150
Blended Hydraulic Cement, Type IS, IP, and IL ..................................................................................... ASTM C 595
Only use Type III portland cement for Class V concrete, prestressed Items, and precast Items.
Use portland cement pre-blended with a maximum of 25 percent fly ash, by weight, or a maximum of 5 percent silica fume
by weight, or with a maximum of 50 percent slag by weight for blended hydraulic cement Type IS or IP. Use portland
cement pre-blended with a minimum of 5 percent limestone content and a maximum of 15 percent limestone content by
weight for blended hydraulic cement Type IL. Ensure that a scaling test according to ASTM C 672 is completed on the
mix design if more than 30 percent slag is used and that the concrete has a visual rating less than 3 after 50 cycles.
Do not add additional mineral admixtures to blended hydraulic cements Type IS or IP at the concrete plant unless approved
by the ME. The use of additional mineral admixtures in blended hydraulic cement Type IL at the concrete plant is permitted
if the mineral admixture is listed on the QPL
Do not mix different brands of cement, the same brand of cement from different mills, or different types of cement.
Provide suitable means for storing and protecting the cement against dampness. The ME will reject cement that has
become partially set or that contains lumps of caked cement. Ensure that the temperature of the cement at the time of
delivery to the mixer does not exceed 160 °F.
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903.03.05 Control and Acceptance Testing Requirements
E.
Acceptance Testing for Strength for Pay-Adjustment Items.
Concrete Items which are subject to pay adjustment and the base prices are as follows:
ITEMS
DESCRIPTION
UNIT
BASE PRICE
507021P
CONCRETE BRIDGE DECK
CY
$500.00
507036P
CONCRETE BRIDGE PARAPET
LF
$305.00
505039P
PRESTRESSED CONCRETE SLAB BEAM, (TYPE SII-36), 36" X 15"
LF
$125.00
505042P
PRESTRESSED CONCRETE SLAB BEAM, (TYPE SIII-36), 36" X 18"
LF
$130.00
505015P
PRESTRESSED CONCRETE BOX BEAM, (TYPE BI-36), 36" X 27"
LF
$170.00
505045P
PRESTRESSED CONCRETE SLAB BEAM, (TYPE SIV-36), 36" X 21"
LF
$160.00
505018P
PRESTRESSED CONCRETE BOX BEAM, (TYPE BII-36), 36" X 33"
LF
$170.00
505021P
PRESTRESSED CONCRETE BOX BEAM, (TYPE BIII-36), 36" X 39"
LF
$175.00
505024P
PRESTRESSED CONCRETE BOX BEAM, (TYPE BIV-36), 36" X 42"
LF
$185.00
505003P
PRETENSIONED PRESTRESSED CONCRETE BEAM, 45"
LF
$155.00
505006P
PRETENSIONED PRESTRESSED CONCRETE BEAM, 54"
LF
$155.00
505048P
PRESTRESSED CONCRETE SLAB BEAM, (TYPE SII-48), 48" X 15"
LF
$160.00
505051P
PRESTRESSED CONCRETE SLAB BEAM, (TYPE SIII-48), 48" X 18"
LF
$135.00
505009P
PRETENSIONED PRESTRESSED CONCRETE BEAM, 63"
LF
$185.00
505027P
PRESTRESSED CONCRETE BOX BEAM, (TYPE BI-48), 48" X 27"
LF
$215.00
505054P
PRESTRESSED CONCRETE SLAB BEAM, (TYPE SIV-48), 48" X 21"
LF
$215.00
505030P
PRESTRESSED CONCRETE BOX BEAM, (TYPE BII-48), 48" X 33"
LF
$185.00
505033P
PRESTRESSED CONCRETE BOX BEAM, (TYPE BIII-48), 48" X 39"
LF
$220.00
505036P
PRESTRESSED CONCRETE BOX BEAM, (TYPE BIV-48), 48" X 42"
LF
$230.00
505012P
PRETENSIONED PRESTRESSED CONCRETE BEAM, 72"
LF
$200.00
502045M
CAST-IN-PLACE CONCRETE PILE, DRIVEN, 12" DIAMETER
LF
$50.00
502090M
PRECAST CONCRETE PILE, DRIVEN, 12" X 12"
LF
$90.00
502132M
PRESTRESSED CONCRETE PILE, DRIVEN, 12" X 12"
LF
$50.00
502135M
PRESTRESSED CONCRETE PILE, DRIVEN, 14" X 14"
LF
$50.00
502138M
PRESTRESSED CONCRETE PILE, DRIVEN, 16" X 16"
LF
$50.00
502141M
PRESTRESSED CONCRETE PILE, DRIVEN, 18" X 18"
LF
$50.00
502144M
PRESTRESSED CONCRETE PILE, DRIVEN, 20" X 20"
LF
$75.00
502147M
PRESTRESSED CONCRETE PILE, DRIVEN, 22" X 22"
LF
$75.00
502150M
PRESTRESSED CONCRETE PILE, DRIVEN, 24" X 24"
LF
$75.00
502151M
PRESTRESSED CONCRETE PILE, DRIVEN, 30" X 30"
LF
$75.00
502156M
PRESTRESSED CONCRETE PILE, DRIVEN, 54" DIAMETER
LF
$200.00
SECTION 909 – DRAINAGE
909.02.02 HDPE Pipe
THE SUBPART HEADING IS CHANGED TO:
909.02.02 HDPE Pipe and Polypropylene (PP) Pipe
THE ENTIRE SUBPART IS CHANGED TO:
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Use corrugated HDPE drainage pipe that conforms to AASHTO M 294 and is Type S (smooth interior with annular
corrugations) with gasketed silt-tight joints.
Use corrugated polypropylene (PP) drainage pipe that conforms to AASHTO M 330 and is Type S (smooth interior with
annular corrugations) with gasketed silt-tight joints.
Use HDPE and polypropylene (PP) pipe from a manufacturer who is an AASHTO NTPEP (National Transportation
Product Evaluation Program) certified manufacturer. For a list of NTPEP certified manufacturers, see the following
webpage: https://data.ntpep.org/.
Submit a certification of compliance, as specified in 106.07, for HDPE and polypropylene (PP) pipe.
SECTION 911 – SIGNS, SIGN SUPPORTS, AND DELINEATORS
911.01.01 Materials
B.
Retroreflective Sheeting.
TABLE 911.01.01-2 IS CHANGED TO:
THE SECOND SIGN TYPE IN TABLE 911.01.01-2 IS CHANGED TO:
Table 911.01.01-2 Allowable Sign Sheeting Types
Sign Type
Test Method
Type
Regulatory and Warning Signs
ASTM D 4956
Type III, Type VIII,
Type IX or Type XI1
Guide Signs Mounted on Steel “U” or Square Tube Posts
ASTM D 4956
Type III, Type VIII,
Type IX or Type XI
Guide Signs Mounted on Overhead Sign Structures, Breakaway Sign
Supports, or Non-breakaway Sign Supports
ASTM D 4956
Type VIII, Type IX or
Type XI2
1.
Ground-mounted signs with white background shall be ASTM Type IX.
2.
Do not use ASTM Type XI sheeting with any existing sign lighting improvement or signs that are lit.
911.01.02 Fabrication
A.
Sign Panels.
THE SECOND PARAGRAPH IN PART A IS CHANGED TO:
Fabricate flat sheet signs from a single piece of sheet aluminum without joints, using the thicknesses specified in
Table 911.01.02-1. Drill or punch 3/8 inch diameter holes in the sign blank for attachment to sign supports. Locate
holes according to the 2004 Edition of Standard Highway Signs and Markings Book. If the panel is larger than 5 feet
in any dimension, reinforce the panel with z-bars.
THE THIRD PARAGRAPH OF PART A IS CHANGED TO:
For multiple panel signs, use 1 foot wide extruded sections bolted together. Join sign panel sections together at the
flanges with 3/8 inch bolts. Attach the sign panels to vertical supports, ensuring that the span between vertical
supports is a maximum of 18 feet. Do not use extruded sign panels with steel “U” or square tube post sign supports.
Use the same material and color for trim molding that is used for the sign face.
C.
Legends and Borders.
THE FIRST PARAGRAPH IN PART C IS CHANGED TO:
The legend for each sign consists of letters, numerals, shields, and other symbols. Use Series E Modified 2000
lettering that conforms to the 2004 Edition of Standard Highway Signs and Markings Book. Ensure that the lettering
is aligned, spaced, and sized according to 2004 Edition of Standard Highway Signs and Markings Book, its 2012
Supplement, and the working drawings. Apply the legend and borders using the following methods:
911.01.04 Acceptance Inspection
THE FIRST PARAGRAPH IS CHANGED TO:
2018 SRTS – DOWNTOWN CONNECTION PHASE I / FEDERAL PROJECT NO. D00S650
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Notify the RE at least 3 days before shipping to the Project so that arrangements for inspection can be made. The RE will
reject signs not fabricated according to the 2004 Edition of Standard Highway Signs and Markings Book, its 2012
Supplement, and the Plans. The RE will ensure that finished signs are clear and legible without smudging, blisters,
delamination, loose edges, or other blemishes. The RE will also ensure that the colors have a consistent chromaticity
across all signs of the same color.
911.02 SIGN SUPPORTS
911.02.01 Steel “U” Post Sign Supports
THE SUBPART IS RENAMED TO:
911.02.01 Steel “U”and Square Tube Post Sign Supports
THE FOLLOWING IS ADDED AT THE END:
Use steel “U” post sign supports conforming to ASTM A 499, Grade 50 or 60, with the length of post and minimum pounds
per foot as shown on the Plans. Provide 18-8 stainless steel 5/16 × 18 UNC hexagonal headed bolts and nuts conforming
to ASTM A 320, Grade B8, Class 1, for securing the signs to the steel “U” post. Provide sign mounting bolts that are sized
to extend beyond the end of each nut by no more than 3/4 inches when fully tightened.
Submit a certification of compliance, as specified in 106.07, for “U” posts.
Use square steel tube post sign supports conforming to ASTM A 1011, Grade 50, with the length of post and minimum
pounds per foot as shown on the Plans. Provide 18-8 stainless steel 5/16 × 18 UNC hexagonal headed bolts and nuts
conforming to ASTM A 320, Grade B8, Class 1, for securing the signs to the square steel tube post. Provide sign mounting
bolts that are sized to extend beyond the end of each nut by no more than 3/4 inches when fully tightened.
Submit a certification of compliance, as specified in 106.07, for square steel tube posts.
2018 SRTS – DOWNTOWN CONNECTION PHASE I / FEDERAL PROJECT NO. D00S650
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DIVISION 1000 – EQUIPMENT
SECTION 1001 – TRAFFIC CONTROL EQUIPMENT
1001.01 FLASHING ARROW BOARD
SUBSECTION HEADING AND THE ENTIRE TEXT ARE CHANGED TO:
1001.01 ARROW BOARD
Provide either Type A or Type C or both types of arrow boards. Ensure the arrow board elements conform to the MUTCD
and the following requirements:
1.
Non-reflective, black boards equipped with battery-operated amber lights.
2.
A minimum peak luminous intensity of 8,800 candelas and equipped with photocells that will automatically
reduce the luminous intensity to 1,500 candelas when the ambient light level drops to 5 foot-candles.
3.
A light on the rear face of the board to indicate that the lights are operating.
4.
Solid state controls with polarity and surge protection.
5.
Panel operation controls mounted in a lockable enclosure.
Ensure the arrow boards are equipped with a diesel charged battery system. Do not use gasoline powered systems. With
RE approval, the Contractor may use the arrow boards equipped with solar charged battery systems in non-moving
operations. The Department may require a solar charged battery system in noise sensitive areas.
Securely mount arrow boards on a manufacturer-approved 2 wheeled towing trailer.
1001.03 TRAFFIC CONTROL TRUCK WITH MOUNTED CRASH CUSHIONS
THE ENTIRE SUBSECTION IS CHANGED TO:
Provide a truck affixed with a bed-mounted type C arrow board, as specified in 1001.01, and a rear mounted crash cushion.
Ensure the weight of the truck with the type C arrow board and the rear mounted crash cushion is minimum total weight
of 10 tons. The Contractor may use ballast to meet the weight requirement. When using ballast, ensure that it is securely
fastened to the truck. Provide crash cushions that conforms to the following requirements:
1.
Meets crash-worthiness requirements as specified in 159.03.02.
2.
Designed to be attached to the rear of a truck.
3.
Equipped with a 90 degree hydraulic tilt system to raise and lower the crash cushion. The tilt system shall have
a locking mechanism to secure the crash cushion when in the raised position.
4.
If equipped with energy absorbing modules, ensure that they are painted yellow.
5.
Displays alternating 6 inch wide black and yellow bands, composed of Type III-retroreflective sheeting, as
specified in ASTM D 4956, in an inverted “V” chevron pattern on the surface of the rear module that faces
traffic. When in the raised position, ensure that the surface of the rear facing module also displays the chevron
pattern.
6.
Equipped with standard trailer lighting systems, including brake lights, taillights, and turn signals that are visible
in the raised and lowered positions.
THE FOLLOWING SUBSECTION IS ADDED:
1001.04 PORTABLE VARIABLE MESSAGE SIGN WITH REMOTE COMMUNICATION
IF REQUESTED FOR A NJDOT FACILITY
Provide a NTCIP compliant portable variable message sign as described under 1001.02 with the exceptions noted below
and each equipped with broadband cellular modem.
Ensure that the sign panel is color full matrix model that displays a combination of letters and graphic images.
Ensure that the sign panel is capable of displaying 3 lines of text with variable size characters.
2018 SRTS – DOWNTOWN CONNECTION PHASE I / FEDERAL PROJECT NO. D00S650
Page 66 of 68
Ensure 9 characters are displayed per line for posting travel times. For this 9 character requirement, smaller size characters
may be allowed that meets MUTCD guidelines.
Ensure that the panel is also capable of displaying 8 characters per line with a minimum character height of 18 inches.
Ensure that the PVMSRC can be integrated with the Department’s central DMS control software for remote operation.
SECTION 1003 – HMA SITE EQUIPMENT
1003.01 MATERIALS TRANSFER VEHICLE (MTV)
THE FOLLOWING IS ADDED AFTER THE LAST PARAGRAPH:
Ensure the MTVs Gross Weight and maximum speed limit do not exceed the load restrictions as shown in 105.09 Special
Provisions.
SECTION 1008 – MISCELLANEOUS EQUIPMENT
THE FOLLOWING SUBSECTION IS ADDED:
1008.07 CONCRETE VERTICAL CURB SAW
Provide a power-driven vertical curb saw with horizontally-oriented blade capable of sawing to the required dimensions
without causing uncontrolled cracking. Equip the vertical curb saw with water-cooled, circular, diamond-edge blades or
abrasive wheels, and alignment guides. Ensure that the vertical curb saw is capable of immediately collecting the slurry
produced from the operations. The Contractor may use a vertical curb saw that does not collect slurry if the RE approves
an alternate slurry collection method.
When sawcutting grooves, use a multi-bladed saw with an adequate number of blades and alignment wheels.
Provide within the Project Limits spare saw blades and at least one standby saw that meets the above requirements.
SECTION 1009 – HMA PLANT EQUIPMENT
1009.01 HMA PLANT
A.
Requirements for HMA Mixing Plants.
4.
Equipment for Preparation of Asphalt Binder.
THE 4TH PARAGRAPH IN PART 4 IS CHANGED TO:
Provide valves according to ASTMD 140, except ensure that a sampling valve is also located in the lowest
third of each storage tank. If any additive is added at the HMA plant, provide a sampling valve according to
AASHTO M 156, Section 4.3.4.
8.
Safety.
THE 3RD PARAGRAPH IN PART 8 IS CHANGED TO:
When plant production occurs during night operations, provide permanently fixed lighting throughout the plant
operations, plant laboratory, and truck scale areas to ensure a clear view of the operations. Also provide
permanently mounted lighting at the sampling platforms to sufficiently illuminate the bed of the truck for
inspection and sampling operations.
1009.03 ASPHALT-RUBBER BINDER BLENDING EQUIPMENT
THE 5TH PARAGRAPH IS CHANGED TO:
2018 SRTS – DOWNTOWN CONNECTION PHASE I / FEDERAL PROJECT NO. D00S650
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Provide valves according to ASTMD 140, except ensure that a sampling valve is also located in the lowest third of each
storage tank.
2018 SRTS – DOWNTOWN CONNECTION PHASE I / FEDERAL PROJECT NO. D00S650
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NJDOT TEST METHODS
NJDOT R-1 – DETERMINING RIDE QUALITY OF PAVEMENT SURFACES
B.
Apparatus.
PART B IS CHANGED TO:
Use the following apparatus:
1.
Class 1 IPS that meets the requirements of ASTM E 950, Sections 4.0, 5.0 and 6.0 of AASHTO M 328, and the
following:
a.
Valid certification.
b
Recertification after any major component repairs or replacements.
c.
The data system provides the raw profile data in format readable in ProVal.
d.
Current version of pavement profile analysis software installed on the IPS computer to compute the IRI.
2.
Base plate and gauge blocks, of 1 inch and 2 inch thickness, provided by the manufacturer to verify daily vertical
calibration.
3.
Retro-reflective traffic marking tape or other approved mechanism to automatically trigger the start and stop of
profile measurements.
C.
Procedure.
PART C IS CHANGED TO:
Perform the following steps:
1.
Turn on the inertial profiler and warm up all electronic equipment in accordance with the manufacturer
recommendations before testing.
2.
Perform Block and Bounce tests each day before collecting data. Record the results in the calibration log. Ensure
tolerances are within the certified limits.
3.
Ensure retro-reflective traffic marking tape or other approved mechanism is placed at the beginning and end of
each direction of travel lane.
4.
Enter project information in the test equipment system.
5.
Make provisions to start and stop recording profile at the beginning and end of testing. If an automatic trigger
mechanism is not installed, make provision to initiate start and end of data recording manually by pressing an
appropriate key(s) on the computer.
6.
Ensure that the required speed, as recommended by the manufacturer, is achieved and that the system is
collecting profile data before recording profile.
7.
For each test section, perform 3 test runs to collect data of both wheel paths of each lane in the longitudinal
direction of travel. The wheel path is defined as being located approximately 3 feet on each side of the centerline
of the lane and extending for the full length of the lane. Lanes are defined by striping.
8.
Save data from each run separately before the next run or lane testing, clearly identifying each test run, lane
identification, and run number.
2018 SRTS – Downtown Connection Phase I
Borough of High Bridge, Hunterdon County
Federal Project No. D00S650
NJDOT Project No. 6306423
REQUIRED
FEDERAL FORMS
2018 SRTS – Downtown Connection Phase I
Borough of High Bridge, Hunterdon County
Federal Project No. D00S650
NJDOT Project No. 6306423
APPENDIX A
Federal Attachments 1 through 11
June 2017
Federal Aid Attachment 9 – State Mandatory Addendum to FHWA-1273 Required Contract Provisions,
Page 1 of 1
Federal Aid Construction Contract as Amended or Supplemented
FEDERAL AID ATTACHMENT 1
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June 2017
Federal Aid Project Attachment 2 - Specific Equal Employment Opportunity Responsibilities
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FEDERAL AID PROJECT ATTACHMENT 2
SPECIFIC EQUAL EMPLOYMENT OPPORTUNITY RESPONSIBILITIES ON NJDOT FEDERAL AID
PROJECTS
(23 CFR, PART 230, SUBPART A, APPENDIX A TO SUBPART A - SPECIAL PROVISIONS)
The Contractor is obligated to comply with the policies, procedures and guidelines relative to the implementation
of an Equal Employment Opportunity Program on Federal and Federal Aid Highway construction contracts,
except for those contracts awarded under 23 U.S.C. 117, and to the preparation and submission of reports
pursuant thereto as per 23 CFR, Part 230, Subpart A, Appendix A to Subpart A - Special Provisions.
A.
General
1.
Equal Employment Opportunity Requirements. Equal employment opportunity requirements not
to discriminate and to take affirmative action to assure equal employment opportunity as required by
Executive Order 11246 and Executive Order 11375 are set forth in Required Contract, Provisions
(Form FHWA-1273 or 1316, as appropriate) and these Special Provisions which are imposed
pursuant to 23 USC 140, as established by Section 22 of the Federal Aid Highway Act of 1968. The
requirements set forth in the Contract constitute the specific affirmative action requirements for project
activities under this Contract and supplement the equal employment opportunity requirements set
forth in the Required Contract Provisions.
2.
The Contractor will work with the State agencies and the Federal Government in carrying out Equal
Employment Opportunity obligations and in their review of activities under the contract.
3.
The Contractor, and all subcontractors holding subcontracts, not including material suppliers, of
$10,000 or more, will comply with the following minimum specific requirement activities of Equal
Employment Opportunity: (The equal employment opportunity requirements of Executive Order
11246, as set forth in Volume 6, Chapter 4, Section 1, Subsection 1 of the Federal-Aid Highway
Program Manual, are applicable to material suppliers, as well as contractors and subcontractors.)
The Contractor will include these requirements in every subcontract of $10,000 or more with such
modification of language as is necessary to make them binding on the subcontractor.
B.
Equal Employment Opportunity Policy. The Contractor will accept as its operating policy the following
statement which is designed to further the provisions of equal employment opportunity to all persons
without regard to their race, color, religion, sex, or national origin, and to promote the full realization of
equal employment opportunity through a positive continuing program:
“It is the policy of this Company to assure that applicants are employed, and that employees are treated
during employment, without regard to their race, religion, sex, sexual orientation, gender identity, color,
national origin, age or disability. Such action shall include: employment, upgrading, demotion, or transfer;
recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation;
and selection for training, including apprenticeship, pre-apprenticeship, and/or on-the-job training.”
C.
Equal Employment Opportunity Officer. The Contractor will designate and make known to the
Department contracting officers an Equal Employment Opportunity Officer (hereinafter referred to as the
EEO Officer) who will have the responsibility for and must be capable of effectively administering and
promoting an active EEO contractor program and who must be assigned adequate authority and
responsibility to do so.
D.
Dissemination of Policy
1.
Implementation. All members of the Contractor’s staff who are authorized to hire, supervise,
promote, and discharge employees, or who recommended such action, or who are substantially
involved in such action, will be made fully cognizant of, and will implement, the Contractor’s equal
employment opportunity policy and contractual responsibilities to provide equal employment
opportunity in each grade and classification of employment. To ensure compliance with the above
agreement, the following actions will be taken as a minimum:
June 2017
Federal Aid Project Attachment 2 - Specific Equal Employment Opportunity Responsibilities
Page 2 of 7
a.
Initial Project Site Meeting. Conduct an initial project site meeting with key supervisory and
office personnel before or at the start of work, and then not less than once every 6 months, at
which time the Contractor’s Equal Employment Opportunity policy and its implementation will be
reviewed and explained. The meetings will be conducted by the EEO Officer.
b.
EEO Obligations. All new supervisory and office personnel will be given a thorough
indoctrination by the EEO Officer or other knowledgeable company official covering all major
aspects of the Contractor’s equal employment opportunity obligations within 30 days following
their reporting for duty with the Contractor.
c.
All personnel engaged in direct recruitment for the project will be instructed by the EEO Officer
or appropriate company official in the Contractor’s procedures for locating and hiring minority
and female employees.
2.
Take the following actions to make the Contractor’s equal employment opportunity policy known to
all employees, prospective employees and potential sources of employees, i.e., schools, employment
agencies, labor unions (where appropriate), college placement officers, etc.:
a.
Place notices and posters setting forth the Contractor’s equal employment opportunity policy in
areas readily accessible to employees, applicants for employment and potential employees.
b.
Bring the Contractor’s equal employment opportunity policy and the procedures to implement
such policy to the attention of employees by means of meetings, employee handbooks, and/or
other appropriate means.
E.
Recruitment
1.
When advertising for employees, include in all advertisements for employees the notation: “An Equal
Opportunity Employer”. Publish all such advertisements in newspapers or other publications having
a large circulation among minorities and women in the area from which the project work force would
normally be derived.
2.
Unless precluded by a valid bargaining agreement, conduct systematic and direct recruitment through
public and private employee referral sources likely to yield qualified minority and female applicants,
including, but not limited to, State employment agencies, schools, colleges and minority-group
organizations. To meet this requirement, the Contractor will, through their EEO Officer, identify
sources of potential minority and female group employees, and establish procedures with such
identified sources whereby minority and female group applicants may be referred to the Contractor
for employment consideration.
3.
In the event the Contractor has a valid bargaining agreement providing for exclusive hiring hall
referrals, he/she is expected to observe the provisions of that agreement to the extent that the system
permits the Contractor’s compliance with the equal employment opportunity contract provisions. (The
US Department of Labor has held that where implementation of such agreements have the effect of
discriminating against minorities or women, or obligates the Contractor to do the same, such
implementation violates Executive Order 11246, as amended).
4.
Encourage present employees to refer minority and female applicants for employment by posting
appropriate notices or bulletins in areas accessible to all such employees. In addition, information
and procedures pertaining to the referral of applicants will be discussed with employees.
F.
Personnel Actions. Wages, working conditions and employee benefits shall be established and
administered, and personnel actions of every type, including hiring, upgrading, promotion, transfer,
demotion, layoff, and termination, shall be taken without regard to race, color, religion, sex, sexual
orientation, gender identity, national origin, age or disability. The following procedures shall be followed:
1.
Conduct a project site inspection at the start of work, and periodically thereafter, to ensure that
working conditions and employee facilities do not indicate discriminatory treatment of project site
personnel.
2.
Periodically evaluate the spread of wages paid within each classification to determine any evidence
of discriminatory wage practices.
3.
Periodically review selected personnel actions in depth to determine whether there is evidence of
discrimination. Where evidence is found, the Contractor will promptly take corrective action. If the
review indicates that the discrimination may extend beyond the actions reviewed, such corrective
action shall include all affected persons.
June 2017
Federal Aid Project Attachment 2 - Specific Equal Employment Opportunity Responsibilities
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4.
Promptly investigate all complaints of alleged discrimination made to the Contractor in connection
with its obligations under this Contract, and will resolve or attempt to resolve such complaints, within
a reasonable time. If the investigation indicates that the discrimination may affect persons other than
the complainant, corrective action shall include such other persons. Upon completion of each
investigation, inform complainants of all their avenues of appeal.
G.
Training and Promotion
1.
Assist in locating, qualifying, and increasing the skills of minority and women who are applicants for
employment or current employees.
2.
Advise employees and applicants for employment of available training programs and entrance
requirements for each.
3.
Periodically review the training and promotion potential of minority and female employees and
encourage eligible employees to apply for such training and promotion.
H.
On-the-Job Training. The Contractor, as part of their equal employment opportunity affirmative action
program, shall provide on-the-job training aimed at developing full journey people in the type of craft or job
classification involved on the project.
1.
Apprenticeship and Training Programs
The minimum length and type of training for each position will be established in the training program
selected by the Contractor and approved by the Department and the Federal Highway Administration.
The Department will approve a program if it is reasonably calculated to meet the equal employment
opportunity obligations of the Contractor and to qualify the average apprentice or trainee for
journeyperson status in the craft concerned by the end of the training period.
Apprenticeship programs registered with the US Department of Labor, Bureau of Apprenticeship and
Training, (BAT) or with a State apprenticeship agency recognized by USDOL BAT and training
programs approved but not necessarily sponsored by the US Department of Labor, Employment and
Training Administration, Bureau of Apprenticeship and Training shall also be considered acceptable
provided such programs are being administered in a manner consistent with the equal employment
obligations of Federal-aid highway contracts. Approval or acceptance of a training program shall be
obtained from the DCR/AA prior to commencing work in the classifications covered by the Contractor’s
training program. The Division will review guidelines developed by the Contractor for approval or
disapproval in accordance with the Training Guideline Approval Process described in the “Revised
Standard Training Guidelines”. The Division will also review existing guidelines for revision based on
the same process.
It is the intention of these provisions that training be provided in construction crafts rather than clerk-
typist or secretarial-type positions. Training is permitted in lower level management positions (e.g.,
timekeepers), where the training is oriented toward project site applications. Training in semi-skilled
laborer positions is permitted provided that significant and meaningful training is available on the
project site and approved by DCR/AA. Some offsite, classroom training (e.g., safety, first aid
instruction) may be permitted as long as such training is an integral part of an approved training
program and does not comprise a significant part of the overall training.
2.
Contractor Submission and Department Approval of the Initial Training Program
At or after the preconstruction conference, and prior to the start of Work, submit a Training Program
to the RE for review and comments prior to DCR/AA review and approval. The Contractor’s training
program shall include:
a.
Number of trainees or apprentices to be trained in all selected Training Positions,
b.
Standard Program Hours for all positions,
c.
Estimate of the Minimum Available Hours actually feasible on the project toward completion of
the Standard Program Hours per position,
d.
Training schedule of Estimated Start Dates for the apprentices or trainees, developed and
coordinated with the project’s work progress schedule,
e.
Training Guidelines for all positions, and
f.
Training that will be provided by the Contractor and provided by Subcontractors.
June 2017
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The number of apprentices and trainees shall be distributed among the work classifications on the
basis of the Contractor’s needs and the availability of journey people in the various crafts within a
reasonable area of recruitment. Submit timely, revised Training Programs, as required throughout
the project to ensure that feasible and Maximum Available Training is provided. Maximum Available
Training is defined as bringing each apprentice or trainee onto the project when work first becomes
available in his/her craft and providing all available training until hours are no longer available.
3.
Assignment of Training to Subcontractors
In the event that portions of the Contract work are subcontracted, determine how many, if any, of the
apprentices or trainees are to be trained by subcontractors, provided, however, that the Contractor
shall retain the primary responsibility for meeting the training requirements imposed by these Training
Special Provisions. Ensure that these Training Special Provisions are made applicable to such
subcontracts.
4.
Reimbursement of the Contractor for Providing Training
The Contractor will be credited for each apprentice or trainee employed on the construction site who
is currently enrolled or becomes enrolled in an approved program and will be reimbursed for such
apprentices or trainees as provided hereinafter. Payment will be made under the pay item Trainees
at the bid price in the Proposal per person-hour of training given an employee on this contract in
accordance with an approved training program. If approved, payment will be made for training persons
in excess of the number specified herein. This reimbursement will be made even though the
Contractor receives additional training program funds from other sources, provided such other
sources do not specifically prohibit the Contractor from receiving other reimbursement. Offsite,
classroom training reimbursement may only be made to the Contractor when the company does one
or more of the following and the apprentices or trainees are concurrently employed on a Federal-aid
project: contributes to the cost of the training and/or provides instruction to apprentices or trainees
or pays their wages during the offsite, classroom training (e.g., safety, first aid instruction) period.
Pay apprentices and trainees according to the project-specific New Jersey Department of Labor
Prevailing Wage Rate Determination for the project. Trainees will be paid at least 60 percent of the
appropriate minimum journeyman's rate specified in the Contract for the first half of the training period,
75 percent for the third quarter of the training period, and 90 percent for the last quarter of the training
period, unless apprentices or trainees in an approved existing program are enrolled as trainees on
this project. In that case, the appropriate rates approved by the Departments of Labor or
Transportation in connection with the existing program shall apply to all trainees being trained for the
same classification who are covered by this Training Special Provision.
I.
Apprentice/Trainee Requirements of the Contract
The number of training positions will be 0, where feasible, consisting of at least 0 APPRENTICES and 0
TRAINEES. TRAINEE HOURS = 0.
Apprentices are defined as registered members of an approved apprenticeship program recognized by the
United States Department of Labor (USDOL) Bureau of Apprenticeship and Training (BAT) or a New
Jersey State apprenticeship agency recognized by USDOL BAT (e.g., New Jersey Department of
Education). Graduates of the Pre-Apprenticeship Training Cooperative Program shall be classified as
apprentices. Trainees are defined as skilled, semi-skilled or lower level management individuals receiving
training per one of the approved NJDOT “Revised Standard Training Guidelines” (available from the
DCR/AA).
Where feasible, assign at least 50% of the training positions to Skilled Crafts which include but are not
limited to Carpenters, Dockbuilders, Electricians, Ironworkers and Operating Engineers.
1.
Requirements for Recruitment, Selection and Approval of Apprentices and Trainees
Apprentices or trainees should be in their first year of apprenticeship or training. Interview and screen
trainee candidates to determine if their actual work experience is equivalent to or exceeds that offered
by the training program prior to submitting candidates on the Apprentice/Trainee Approval
Memorandum (Form CR-1), via the RE, to the Division for review and approval or disapproval.
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Training and upgrading of minorities (e.g., Blacks, Asians or Pacific Islanders, Native Americans or
Alaskan Natives, Hispanics) and women toward journeyperson status is a primary objective of these
Training Special Provisions. Accordingly, the Contractor shall make every effort to enroll minorities
and women, by conducting systematic and direct recruitment through public and private sources likely
to yield minority and female apprentices or trainees, to the extent that such persons are available
within a reasonable area of recruitment. This training commitment is not intended, and shall not be
used, to discriminate against any applicant for training, whether a member of a minority group or not.
No employee shall be employed as an apprentice or trainee in any position in which he or she has
successfully completed a training course leading to journeyperson status or in which he or she has
been employed as a journeyperson. The Contractor shall satisfy this requirement by including
appropriate questions in the employment application or by other suitable means and by submitting an
accurate and complete “Apprentice/Trainee Approval Memorandum” (Form CR-1) prior to the
apprentice or trainee starting work on the project. Regardless of the methods used, the Contractor’s
records should document the findings in each case.
Skilled craft trainees may complete up to 3,000 total training hours on Department projects, with an
extension of an additional 1,000 hours permitted on a case-by-case basis. Semi-skilled and lower-
level management trainees attain journeyperson status upon completion of a training guideline and
may complete up to three (3) different positions.
2.
Documentation Required to be Signed by Apprentices or Trainees, and provided to the Department
Prior to the apprentice/trainee starting work on the project, submit an accurate, complete and signed
Apprentice/Trainee Approval Memorandum for each apprentice/trainee to the RE for review, and final
approval by DCR/AA. Once the notice that said apprentice/trainee has been approved to work on the
Contract, said apprentice/trainee may start work on the Contract. No credit will be given for
apprentices/trainees prior to said apprentice/trainee being approved by DCR/AA.
At the start of training, provide the RE and each apprentice or trainee with an applicable “Training
Guideline” and, at the conclusion of training, an accurate and complete “Training Certificate for
Reporting Hours to NJDOT” (Form CR-3), showing hours of training satisfactorily completed.
Maintain and submit an accurate and complete “NJDOT Contractor’s 1409 Quarterly Training Report”
(Form-CR-1409) to the RE within ten (10) days of the end of each training quarter (e.g., January 10,
April 10, July 10, October 10); also provide a copy to each apprentice or trainee.
Maintain and submit accurate and complete “Biweekly Training Reports” (Form CR-2) to the RE, and
each apprentice or trainee, as periodic reports documenting their performance under the Contract.
3.
Determining Good Faith Compliance of Contract Apprentice/Trainee Program
Per the approved program or guideline, provide Maximum Available Training to apprentices and
trainees by beginning their training as soon as feasible with the start of craft work utilizing the skill
involved on the project construction site and by retaining them as long as training opportunities exist
in their crafts or until their training program positions are completed.
Recall apprentices or trainees released due to reductions in force when the work scope permits and
they are available to return. When they are unavailable to resume training on the project site, submit
written proof of recall efforts and replacement candidates and/or positions in a timely manner. Do not
terminate apprentices or trainees prior to completion of their training program positions without
Department consultation and authorization. Apprentices or trainees are not required to be on board
for the entire length of the Contract.
The Contractor shall have fulfilled the contractual responsibilities under these Training Special
Provisions as specified in 23 CFR 230, Appendix B to Subpart A of Part 230 if the company has
provided Acceptable Training to the number of apprentices or trainees specified in this contract and/or
by providing the remaining hours required to complete training positions begun by apprentices or
trainees on other projects. The number trained shall be determined on the basis of the total number
enrolled on the Contract for a significant period.
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Demonstrate all steps that have been taken in pursuance of enrolling minorities and women in the
training program positions, prior to a determination as to whether the Contractor is in compliance with
the Training Special Provisions of the Contract.
Submit to the RE written training program summaries at the 50% time and/or cost stage of the contract
and also prior to project completion, describing all good faith efforts and particularly addressing
Maximum Available Training for incomplete training positions, per the procedure found in the revised
“Instructions for Implementing the Training Special Provisions”.
4.
Enforcement Measures and Contractor’s Rating
Payment will not be made if either the failure to provide the required training or the failure to hire the
apprentice or trainee as a journeyperson is caused by the Contractor and evidences a lack of good
faith on the part of the Contractor in meeting the requirements of the Contract.
Per established procedures and scheduled Contract Compliance Reviews, the Contractor’s
performance will be rated and reviewed periodically by the Department.
Failure of a Contractor to comply with the Training Special Provisions of the Contract, and as specified
in 23 CFR Part 230, Appendix B to Subpart A of Part 230, may result in the actions as set forth as
specified in Section 105.
J.
Unions. If the Contractor relies in whole or in part upon unions as a source of employees, use good faith
efforts to obtain the cooperation of such unions to increase opportunities for minorities and women within
the unions, and to effect such union referrals to the construction project. Actions by the Contractor, either
directly or through a contractor’s association acting as agent, will include the procedures set forth below:
1.
Use maximum effort to develop, in cooperation with the unions, joint training programs aimed at
qualifying more minorities and women for union membership and increasing their skills in order for
them to qualify for higher paying employment.
2.
Use maximum effort to incorporate an equal employment opportunity clause into each union
agreement to the end that such union will be contractually bound to refer applicants without regard to
race, color, religion, sex, sexual orientation, gender identity, national origin, age, or disability.
3.
Obtain information concerning the referral practices and policies of the labor unions except that to the
extent such information is within the exclusive possession of the labor unions and such labor unions
refuse to furnish this information to the Contractor, certify to the Department and set forth what efforts
have been made to obtain this information.
4.
In the event the unions are unable to provide the Contractor with a reasonable flow of minority and
female referrals within the time limit set forth in the collective bargaining agreement, through
independent recruitment efforts, fill the employment vacancies without regard to race, color, religion,
sex, sexual orientation, gender identity, national origin, age or disability, making full efforts to obtain
qualified and/or qualifiable minorities and women. (The US Department of Labor has held that it shall
be no excuse that the union with which the Contractor has a collective bargaining agreement providing
for exclusive referral failed to refer minority employees). In the event the union referral practice
prevents the Contractor from meeting the obligations pursuant to Executive Order 11246, as
amended, and these special provisions, such Contractor shall immediately notify the Department.
K.
Subcontracting
1.
Use maximum effort to solicit bids from and to utilize minority subcontractors or subcontractors with
meaningful minority and female representation among their employees. The Contractor may use lists
of minority-owned construction firms as issued by the Department.
2.
Ensure subcontractor compliance with the Contract Equal Employment Opportunity obligations.
L.
Records and Reports
1.
Maintain records necessary to determine compliance with the Contractor’s equal employment
opportunity requirements. Documents will include the following:
a.
Number of minorities, non-minorities, and women employed in each work classification on the
Contract.
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b.
Progress and efforts being made in cooperation with unions to increase employment
opportunities for minorities and women (applicable only to Contractors who rely in whole or in
part on unions as a source of their work force).
c.
Progress and efforts being made in locating, hiring, training, qualifying, and upgrading minority
and female employees, and
d.
Progress and efforts being made in securing the services of minority and female subcontractors
or subcontractors with meaningful minority and female representation among their employees.
2.
All such documents must be retained for a period of 3 years following completion of the Contract work
and shall be available at reasonable times and places for inspection by authorized representatives of
the Department and the Federal funding agencies.
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Federal Aid Project Attachment 3 - Requirements for affirmative action ensuring equal opportunity
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FEDERAL AID PROJECT ATTACHMENT 3
REQUIREMENTS FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY ON
NJDOT FEDERAL AID PROJECTS
(MINORITY AND WOMEN WORK EMPLOYMENT GOAL OBLIGATIONS)
A.
Employment Goals.
The goals for minority and female participation, in the covered area, expressed in percentage terms for
the Contractor’s aggregate work force in each trade, on all construction work are:
Minority And Women Employment Goal Obligations
For Construction Contractors and Subcontractors on Federal Aid Projects
County
Minority Participation
Women
Participation
Percent
Percent
Atlantic
18.2
6.9
Bergen
22.6
6.9
Burlington
17.3
6.9
Camden
17.3
6.9
Cape May
14.5
6.9
Cumberland
16.0
6.9
Essex
17.3
6.9
Gloucester
17.3
6.9
Hudson
12.8
6.9
Hunterdon
17
6.9
Mercer
16.4
6.9
Middlesex
5.8
6.9
Monmouth
9.5
6.9
Morris
17.3
6.9
Ocean
17
6.9
Passaic
12.9
6.9
Salem
12.3
6.9
Somerset
17.3
6.9
Sussex
17
6.9
Union
17.3
6.9
Warren
1.6
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. If the Contractor performs construction work in a
geographical area located outside of the covered area, it shall apply the goals established for such
geographical area where the work is actually performed. With regard to this second area, the Contractor
also is subject to the goals for both its Federally involved and non-Federally involved construction.
The Contractor’s compliance with the Executive Order 11246 and the regulations in 41 CFR Part 60-4 shall
be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations
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required by the specifications set forth in 41 CFR 60-4(3)a, and its efforts to meet the goals. The hours of
minority and female employment and training must be substantially uniform throughout the length of the
Contract, and in each trade. Make a good faith effort to employ minorities and women evenly on each
project. The transfer of minority or female employees or trainees from Contractor to Contractor or from
project to project for sole purpose of meeting the Contractor’s goals is 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.
If a project is located in more than one county, the minority work hour goal, only, will be determined by the
county which serves as the primary source of hiring or, if workers are obtained almost equally from one or
more counties, the single minority goal will be the average of the affected county goals.
B.
Reporting Requirements.
1.
Provide the Department with written notification in triplicate 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 will list the name, address and telephone number of
the subcontractor; employer identification number of the subcontractor; estimated dollar amount of
the subcontract; estimated starting and completion dates of the subcontract; and the geographical
area in which the contract is to be performed.
2.
Directly provide the Department with employment workforce data of the number and work hours of
minority and non-minority group members and women employed in each work classification for the
Contract. The Contractor, subcontractors, professional service firms and others working on the
project must submit this information via a web-based application through the New Jersey portal,
Vendor Workforce Reporting Manager. Instructions on how to complete Form CC-257R are provided
within the web application. Instructions for registering and receiving the authentication code to access
the web based application can be found at the Contractor Manpower Project Reporting CC-257R
website at: http://www.state.nj.us/transportation/business/civilrights/pdf/cc257.pdf.
a.
On a monthly basis, submit Form CC-257R through the web based application within 10 days
following the end of each reporting month.
b.
In addition to the above, submit a hard copy of the electronic Form CC-257R to the RE within 10
days following the end of each reporting month
c.
Submit a copy of the confirmation e-mail of the successful submission of Monthly Employment
Utilization Report to the RE within 10 days following the end of each reporting month.
3.
All employment data must be accurate and consistent with the certified payroll records. The
Contractor is responsible for ensuring compliance with these reporting requirements. Failure of the
Contractor, subcontractors, professional service firms and others working on the Contract, to report
monthly employment data may result in payments being delayed or withheld as per 105.01, or impact
the Contractor’s prequalification rating with the Department.
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Federal Aid Projects Attachment 4 - Federal Equal Employment Opportunity Contract Specifications
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FEDERAL AID PROJECT ATTACHMENT 4
FEDERAL EQUAL EMPLOYMENT OPPORTUNITY CONTRACT SPECIFICATIONS FOR NJDOT
FEDERAL AID PROJECTS
(AS REQUIRED PER EXECUTIVE ORDER 11246 AS AMENDED BY EXECUTIVE ORDER 11375 AND
IMPLEMENTING REGULATIONS AT 41 C.F.R. PART 60)
A.
As used in these Specifications:
1.
Covered area means the County or Counties in which the Project is located.
2.
Director means Director, Office of Federal Contract Compliance Programs, United States Department
of Labor or any person to whom the Director delegates authority.
3.
Employer identification number means the Federal Social Security number used on the Employer’s
Quarterly Federal Tax Return, US Treasury Department Form 941.
4.
Minority includes:
a.
Black (a person having origins in any of the black African racial groups not of Hispanic origin);
b.
Hispanic (a person of Mexican, Puerto Rican, Cuban, Central or South American or other
Spanish culture or origin, regardless of race);
c.
Asian and Pacific Islander (a person having originals in any of the original peoples of the Far
East, Southeast Asia, the Indian Subcontinent, or the Pacific Islands); and
d.
American Indian or Alaskan Native (a person having origins in any of the original peoples of
North America and maintaining identifiable tribal affiliations through membership and
participating or community identification).
B.
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.
C.
Implement the specific affirmative action standards provided in paragraphs F1 through 16 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 geographical areas where they
do not have a Federal or Federally assisted construction contract shall apply the minority and female goals
established for the geographical area where the work is being performed. The Contractor is expected to
make substantially uniform progress in meeting its goals in each craft during the period specified.
D.
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 excuses the
Contractor’s obligations under these Specifications, Executive Order 11246, or the regulations
promulgated pursuant thereto.
E.
In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals,
such apprentices and trainees must be employed by the Contractor during the training period, and the
Contractor must have made a commitment to employ the apprentices and trainees at the completion of
their training, subject to the availability of employment opportunities. Trainees must be trained pursuant
to training programs approved by the US Department of Labor.
F.
Take specific affirmative action to ensure equal employment opportunity. The evaluation of the
Contractor’s compliance with these specifications shall be based upon its effort to achieve maximum
results from its actions. Document these efforts fully, and shall implement affirmative action steps at least
as extensive as the following:
1.
Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites,
and in all facilities at which the Contractor’s employees are assigned to work. Where possible, assign
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two or more women to each construction project. Specifically ensure that all foreman,
superintendents, and other on-site 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.
2.
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.
3.
Maintain a current file of the names, addresses and telephone numbers of each minority and female
off-the-street applicant and minority or female referral from a union, a recruitment source or
community and of what action was taken with respect to each such individual. If such individual was
sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if
referred back to the Contractor, this shall be documented in the file with the reason therefore, along
with whatever additional actions the Contractor may have taken.
4.
Provide immediate written notification to the Director when the union or unions with which the
Contractor has a collective bargaining agreement has not referred to the Contractor a minority person
or woman sent by the Contractor, or when the Contractor has other information that the union referral
process has impeded the Contractor’s efforts to meet its obligations.
5.
Develop on-the-job training opportunities and/or participate in training programs for the area which
expressly include minorities and women including upgrading programs and apprenticeship and
trainee programs relevant to the Contractor’s employment needs, especially those programs funded
or approved by the Department of Labor. The Contractor shall provide notice of these programs to
the source compiled under F2 above.
6.
Disseminate the Contractor’s EEO policy by providing notice of the policy to unions and training
programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations
by including it in any policy manual and collective bargaining agreement; by publicizing it in the
company newspaper, annual report, etc. by specific review of the policy with all management
personnel and with all minority and female employees at least once a year; and by posting the
company EEO policy on bulletin boards accessible to all employees at each location where
construction work is performed.
7.
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 on-site supervisory
personnel such as Superintendents, General Foremen, etc., prior to the initiation of construction work
at any job site. A written record shall be made and maintained identifying the time and place of these
meetings, persons attending, subject matter discussed, and disposition of the subject matter.
8.
Disseminate the Contractor’s EEO policy externally by including it in any advertising in the news
media, specifically including minority and female news media, and providing written notification to and
discussing the Contractor’s EEO policy with other Contractors and Subcontractors with whom the
Contractor does or anticipates doing business.
9.
Direct its recruitment efforts, both oral and written, to minority, female and community organizations,
to schools with minority and female students and to minority and female recruitment and training
organizations serving the Contractor’s recruitment area and employment needs. Not later than one
month prior to the date for the acceptance of applications for apprenticeship or other training by any
recruitment source, the Contractor shall send written notification to organizations such as the above,
describing the openings, screening procedures, and tests to be used in the selection process.
10. Encourage present minority and female employees to recruit other minority persons and women and,
where reasonable, provide after school, summer and vacation employment to minority and female
youth both on the site and in other areas of a Contractor’s work force.
11. Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR
Part 60-3.
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12. Conduct, at least annually, an inventory and evaluation at least of all minority and female personnel
for promotional opportunities and encourage these employees to seek or to prepare for, through
appropriate training, etc., such opportunities.
13. 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.
14. Ensure that all facilities and company activities are provided in a manner such that segregation on
the basis of race, color, religion, sex, sexual orientation, gender identity, national origin cannot result.
Do not require such segregated use by written or oral policies, nor tolerate such use by employee
custom. Provide separate or single-user restrooms and necessary dressing or sleeping areas to
assure privacy between sexes.
15. Document and maintain a record of all solicitations of offers for subcontracts from minority and female
construction Contraction and suppliers, including circulation of solicitations to minority and female
contractor associations and other business associations.
16. Conduct a review, at least annually, of all supervisors’ adherence to and performance under the
Contractor’s EEO policies and affirmative action obligations.
G.
Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of
their affirmative action obligations (F1 through 16). The efforts of a Contractor association, joint contractor
union, Contractor-Community, or other similar group of which the Contractor is a member and participant
may be asserted as fulfilling any one or more of its obligations under F1 through 16 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 work force participation,
makes a good faith effort to meet its individual goals and timetables, and can provide access to
documentation which demonstrates the effectiveness of actions taken on behalf of the Contractor. The
obligation to comply, however, is the Contractor’s and failure of such a group to fulfill an obligation shall
not be a defense for the Contractor’s noncompliance.
H.
A single goal for minorities and a separate single goal for women have been established. The Contractor,
however, is required to provide equal employment opportunity and to take affirmative action for all minority
groups, both male and female, and all women both minority and nonminority. Consequently, the Contractor
may be in violation of the Executive Order if a particular group is employed in a substantially disparate
manner (for example, even though the Contractor has achieved its goals for women generally, the
Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized).
I.
Do not use the goals and timetables or affirmative action standards to discriminate against any person
because of race, creed, color, national origin, age, ancestry, nationality, gender, disability, sex, affectional
or sexual orientation, gender identity or expression, religion, and liability for military service.
J.
Do not enter into any Subcontract with any person or firm debarred from Government contracts pursuant
to Executive Order 11246.
K.
Carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity
Clause, including suspensions, termination and cancellation of existing subcontracts as may be imposed
or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations, by the
Office of Federal Contract Compliance Programs. Any Contractor who fails to carry out such sanctions
and penalties shall be in violation of these specifications and Executive Order 11246 as amended.
L.
Implement specific affirmative action steps, at least as extensive as those standards prescribed in
paragraph F of these specifications, so as to achieve maximum results from its efforts to ensure equal
employment opportunity. If the Contractor fails to comply with the requirements of the Executive Order,
the implementing regulations or these specifications, the Director shall proceed in accordance with 41 CFR
60-4.8.
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M. Designate a responsible official to monitor all employment related activity to ensure that the company EEO
policy is being carried out, to submit reports relating to the provisions hereof as may be required by the
Government and to keep records. Records shall at least include for each employee the name, address,
telephone number, construction trade, union affiliation if any, employee identification number when
assigned, social security number, race, sex, status (such as mechanic, apprentice, trainee, helper, or
laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and
locations at which the work was performed. Records shall be maintained in an easily understandable and
retrievable form; however, to the degree that existing records satisfy this requirement, contractors shall not
be required to maintain separate records.
N.
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 (such as those under the Public Works Employment Act of 1977 and the Community
Development Block Grant Program).
O.
Failure of the Contractor or subcontractors to comply with the nondiscrimination provisions of the Contract
may result in payment being delayed or withheld as specified in 105.01; default as specified in 108.14,
liquidated damages as specified in 108.20, or termination of the Contract as specified in 108.15.02 pending
corrective and appropriate measures taken by the Contractor to the satisfaction of the Department.
June 2017
Federal Aid Project Attachment 5 – State of New Jersey Mandatory Equal Employment Opportunity
Page 1 of 4
FEDERAL AID PROJECT ATTACHMENT 5
STATE OF NEW JERSEY MANDATORY EQUAL EMPLOYMENT OPPORTUNITY LANGUAGE ON
NJDOT FEDERAL AID PROJECTS
(N.J.S.A. 10:5-31 ET SEQ. (P.L.1975, C.127) N.J.A.C. 17:27-1.1 ET SEQ.)
During the performance of this contract, the contractor agrees as follows:
The Contractor or subcontractor, where applicable, will not discriminate against any employee or applicant for
employment because of age, race, creed, color, national origin, ancestry, marital status, affectional or sexual
orientation, gender identity or expression, disability, nationality or sex. Except with respect to affectional or
sexual orientation and gender identity or expression, the Contractor will ensure that equal employment
opportunity is afforded to such applicants in recruitment and employment, and that employees are treated during
employment, without regard to their age, race, creed, color, national origin, ancestry, marital status, affectional
or sexual orientation, gender identity or expression, disability, nationality or sex. Such equal employment
opportunity shall include, but not be limited to the following: employment, upgrading, demotion, or transfer;
recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and
selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available
to employees and applicants for employment, notices to be provided by the Department setting forth provisions
of this nondiscrimination clause.
The Contractor or subcontractor, where applicable will, in all solicitations or advertisements for employees
placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for
employment without regard to age, race, creed, color, national origin, ancestry, marital status, affectional or
sexual orientation, gender identity or expression, disability, nationality or sex.
The Contractor or subcontractor will send to each labor union, with which it has a collective bargaining
agreement, a notice, to be provided by the agency contracting officer, advising the labor union or workers'
representative of the contractor's commitments under this act and shall post copies of the notice in conspicuous
places available to employees and applicants for employment.
The Contractor or subcontractor, where applicable, agrees to comply with any regulations promulgated by the
Treasurer, pursuant to N.J.S.A. 10:5-31 et seq., as amended and supplemented from time to time and the
Americans with Disabilities Act.
When hiring or scheduling workers in each construction trade, the Contractor or subcontractor agrees to make
good faith efforts to employ minority and women workers in each construction trade consistent with the targeted
employment goal prescribed by N.J.A.C. l7:27-7.2; provided, however, that the Dept. of LWD, Construction
EEO Monitoring Program, may, in its discretion, exempt a contractor or subcontractor from compliance with the
good faith procedures prescribed by the following provisions, A, B, and C, as long as the Dept. of LWD,
Construction EEO Monitoring Program is satisfied that the Contractor or subcontractor is employing workers
provided by a union which provides evidence, in accordance with standards prescribed by the Dept. of LWD,
Construction EEO Monitoring Program, that its percentage of active “card carrying” members who are minority
and women workers is equal to or greater than the targeted employment goal established in accordance with
N.J.A.C. 17:27-7.2. The Contractor or subcontractor agrees that a good faith effort shall include compliance
with the following procedures:
A.
If the Contractor or subcontractor has a referral agreement or arrangement with a union for a construction
trade, the Contractor or subcontractor shall, within three business days of the contract award, seek
assurances from the union that it will cooperate with the Contractor or sub-contractor as it fulfills its
affirmative action obligations under this contract and in accordance with the rules promulgated by the
Treasurer pursuant to N.J.S.A. 10:5-31 et. seq., as supplemented and amended from time to time and the
Americans with Disabilities Act. If the Contractor or subcontractor is unable to obtain said assurances
from the construction trade union at least five business days prior to the commencement of construction
work, the Contractor or sub-contractor agrees to afford equal employment opportunities minority and
women workers directly, consistent with this chapter. If the Contractor's or subcontractor's prior experience
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Federal Aid Project Attachment 5 – State of New Jersey Mandatory Equal Employment Opportunity
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with a construction trade union, regardless of whether the union has provided said assurances, indicates
a significant possibility that the trade union will not refer sufficient minority and women workers consistent
with affording equal employment opportunities as specified in this chapter, the Contractor or subcontractor
agrees to be prepared to provide such opportunities to minority and women workers directly, consistent
with this chapter, by complying with the hiring or scheduling procedures prescribed under “B” below; and
the Contractor or subcontractor further agrees to take said action immediately if it determines that the
union is not referring minority and women workers consistent with the equal employment opportunity goals
set forth in this chapter.
B.
If good faith efforts to meet targeted employment goals have not or cannot be met for each construction
trade by adhering to the procedures of “A” above, or if the contractor does not have a referral agreement
or arrangement with a union for a construction trade, the Contractor or subcontractor agrees to take the
following actions:
1.
To notify the public agency compliance officer, the Dept. of LWD, Construction EEO Monitoring
Program, and minority and women referral organizations listed by the Division pursuant to N.J.A.C.
17:27-5.3, of its workforce needs, and request referral of minority and women workers;
2.
To notify any minority and women workers who have been listed with it as awaiting available
vacancies;
3.
Prior to commencement of work, to request that the local construction trade union refer minority and
women workers to fill job openings, provided the Contractor or subcontractor has a referral agreement
or arrangement with a union for the construction trade;
4.
To leave standing requests for additional referral to minority and women workers with the local
construction trade union, provided the Contractor or subcontractor has a referral agreement or
arrangement with a union for the construction trade, the State Training and Employment Service and
other approved referral sources in the area;
5.
If it is necessary to lay off some of the workers in a given trade on the construction site, layoffs shall
be conducted in compliance with the equal employment opportunity and non-discrimination standards
set forth in this regulation, as well as with applicable Federal and State court decisions;
6.
To adhere to the following procedure when minority and women workers apply or are referred to the
contractor or subcontractor:
a.
The Contactor or subcontractor shall interview the referred minority or women worker.
b.
If said individuals have never previously received any document or certification signifying a level
of qualification lower than that required in order to perform the work of the construction trade, the
contractor or subcontractor shall in good faith determine the qualifications of such individuals.
The Contractor or subcontractor shall hire or schedule those individuals who satisfy appropriate
qualification standards in conformity with the equal employment opportunity and non-
discrimination principles set forth in this chapter. However, a Contractor or subcontractor shall
determine that the individual at least possesses the requisite skills, and experience recognized
by a union, apprentice program or a referral agency, provided the referral agency is acceptable
to the Dept. of LWD, Construction EEO Monitoring Program. If necessary, the Contractor or
subcontractor shall hire or schedule minority and women workers who qualify as trainees
pursuant to these rules. All of the requirements, however, are limited by the provisions of “C”
below.
c.
The name of any interested women or minority individual shall be maintained on a waiting list,
and shall be considered for employment as described in (i) above, whenever vacancies occur.
At the request of the Dept. of LWD, Construction EEO Monitoring Program, the Contractor or
subcontractor shall provide evidence of its good faith efforts to employ women and minorities
from the list to fill vacancies.
d.
If, for any reason, said Contractor or subcontractor determines that a minority individual or a
woman is not qualified or if the individual qualifies as an advanced trainee or apprentice, the
Contractor or subcontractor shall inform the individual in writing of the reasons for the
determination, maintain a copy of the determination in its files, and send a copy to the public
agency compliance officer and to the Dept. of LWD, Construction EEO Monitoring Program.
June 2017
Federal Aid Project Attachment 5 – State of New Jersey Mandatory Equal Employment Opportunity
Page 3 of 4
7.
To keep a complete and accurate record of all requests made for the referral of workers in any trade
covered by the contract, on forms made available by the Dept. of LWD, Construction EEO Monitoring
Program and submitted promptly to the Dept. of LWD, Construction EEO Monitoring Program upon
request.
C.
The Contractor or subcontractor agrees that nothing contained in “B” above shall preclude the Contractor
or subcontractor from complying with the union hiring hall or apprentice-ship policies in any applicable
collective bargaining agreement or union hiring hall arrangement, and, where required by custom or
agreement, it shall send journeymen and trainees to the union for referral, or to the apprenticeship program
for admission, pursuant to such agreement or arrangement. However, where the practices of a union or
apprenticeship program will result in the exclusion of minorities and women or the failure to refer minorities
and women consistent with the targeted county employment goal, the Contractor or subcontractor shall
consider for employment persons referred pursuant to “B” above without regard to such agreement or
arrangement; provided further, however, that the Contractor or subcontractor shall not be required to
employ women and minority advanced trainees and trainees in numbers which result in the employment
of advanced trainees and trainees as a percentage of the total workforce for the construction trade, which
percentage significantly exceeds the apprentice to journey worker ratio specified in the applicable
collective bargaining agreement, or in the absence of a collective bargaining agreement, exceeds the ratio
established by practice in the area for said construction trade. Also, the Contractor or subcontractor agrees
that, in implementing the procedures of “B” above, it shall, where applicable, employ minority and women
workers residing within the geographical jurisdiction of the union.
After notification of award, but prior to signing a construction contract, the Contractor shall submit to the
Department and the Department of LWD, Construction EEO Monitoring Program an initial project
workforce report (Form AA-201) electronically provided to the Department by the Department of LWD,
Construction EEO Monitoring Program, through its web-site, for distribution to and completion by the
Contractor, in accordance with N.J.A.C. 17:27-7. The Contractor also agrees to submit a copy of the
Monthly Project Workforce Report once a month thereafter for the duration of this contract to the Dept. of
LWD, Construction EEO Monitoring Program, and to the Department.
The Contractor agrees to cooperate with the public agency in the payment of budgeted funds, as is
necessary, for on-the-job and/or off-the-job programs for outreach and training of minorities and women.
D.
The Contractor and its subcontractors shall furnish such reports or other documents to the Dept. of LWD,
Construction EEO Monitoring Program as may be requested by the Dept. of LWD, Construction EEO
Monitoring Program from time to time in order to carry out the purposes of these regulations, and public
agencies shall furnish such information as may be re-quested by the Dept. of LWD, Construction EEO
Monitoring Program for conducting a compliance investigation pursuant to N.J.A.C. 17:27-1.1 et seq.
It is the policy of the NJDOT that its contracts should create a work-force that reflects the diversity of the
State of New Jersey. Therefore, contractors engaged by the NJDOT to perform under a construction
contract shall put forth a good faith effort to engage in recruitment and employment practices that further
the goal of fostering equal opportunities to minorities and women.
The Contractor must demonstrate to the NJDOT satisfaction that a good faith effort was made to ensure
that minorities and women have been afforded equal opportunity to gain employment under the NJDOT
contract with the Contractor. Payment may be withheld from a Contractor’s contract for failure to comply
with these provisions.
Evidence of a “good faith effort” includes, but is not limited to:
1.
The Contractor shall recruit prospective employees through the New Jersey Career Connections
website, managed by the Department of Labor and Workforce Development, available online at:
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2.
The Contractor shall keep specific records of its efforts, including records of all individuals interviewed
and hired, including the specific numbers of minorities and women;
3.
The Contractor shall actively solicit and shall provide the NJDOT with proof of solicitations for
employment, including but not limited to advertisements in general circulation media, professional
service publications and electronic media; and
June 2017
Federal Aid Project Attachment 5 – State of New Jersey Mandatory Equal Employment Opportunity
Page 4 of 4
4.
The Contractor shall provide evidence of efforts described at 2 above to the NJDOT no less frequently
than once every 12 months.
5.
The Contractor shall comply with the requirements set forth at N.J.A.C. 17:27-1.1 et seq.
June 2017
Federal Aid Project Attachment 6 - Investigating, Reporting Employment Discrimination & Sexual Harassment complaints
Page 1 of 1
FEDERAL AID PROJECT ATTACHMENT 6
INVESTIGATING, REPORTING AND RESOLVING EMPLOYMENT DISCRIMINATION AND SEXUAL
HARASSMENT COMPLAINTS ON NJDOT FEDERAL AID PROJECTS
The Contractor and subcontractors agrees to the following requirements in order to implement fully the
nondiscrimination provisions of the Contract.
The Contractor agrees that in instances when it receives from any person working on the project site a verbal
or written complaint of employment discrimination, prohibited under N.J.S.A. 10:5-1 et seq., 10:2-1 et seq., 42
U.S.C. 2000(d) et seq., 42 U.S.C. 2000 (e) et seq. and Executive Order 11246, it shall take the following actions:
A.
Within one (1) working day commence an investigation of the complaint which shall include but not be
limited to interviewing the complainant, the respondent, and all possible witnesses to the alleged act or
acts of discrimination or sexual harassment.
B.
Prepare and keep for its use and file a detailed written investigative report which includes the following
information:
1.
Investigatory activities and findings.
2.
Dates and parties involved and activities involved in resolving the complaint.
3.
Resolution and corrective action taken if discrimination or sexual harassment is found to have taken
place.
4.
A signed copy of resolution of complaint by complainant and Contractor.
In addition to keeping in its files the above-noted detailed written investigative report, the Contractor shall
keep for possible future review by the Department all other records, including but not limited to, interview
memos and statements.
C.
Upon the request of the Department, provides to the Department within ten (10) calendar days a copy of
its detailed written investigative report and all other records on the complaint investigation and resolution.
D.
Take appropriate disciplinary action against any Contractor employee, official or agent who has committed
acts of discrimination or sexual harassment against any contractor employee or person working on the
project. If the person committing the discrimination is a subcontractor employee, then the Contractor is
required to attempt to effectuate corrective and/or disciplinary action by the subcontractor in order to
establish compliance with the Contract.
E.
Take appropriate disciplinary action against any Contractor employee, official or agent who retaliates,
coerces or intimidates any complaint and/or person who provides information or assistance to any
investigation of complaints of discrimination or sexual harassment. If the person retaliating, coercing or
intimidating a complainant or other person assisting an investigation is a subcontractor’s employee, then
the Contractor is required to attempt to effectuate corrective and/or disciplinary action by the subcontractor
in order to establish compliance with the Contract.
F.
Ensure to the maximum extent possible that the privacy interests of all persons who give confidential
information in aid of the Contractor’s employment discrimination investigation are protected.
In conjunction with the above requirements, the Contractor shall develop and post a written sexual
harassment policy for its work force.
Failure by the Contractor and subcontractors to comply with the above requirements may be cause for the
Department to institute against the Contractor any and all enforcement proceedings and/or sanctions
authorized by the Contract or by State and/or Federal law.
September 2024
October 2023
April 2019
June 2017
Federal Aid Project Attachment 7 – Payroll Requirements for NJDOT Federal Aid Projects
Page 1 of 1
FEDERAL AID PROJECT ATTACHMENT 7
PAYROLL REQUIREMENTS FOR NJDOT FEDERAL AID PROJECTS
A.
Certified Payroll Reports. Each Contractor and subcontractor shall furnish the RE with certified payroll
reports for each week of contract work. Such reports shall be submitted within 7 days of the date of
payment covered thereby and shall contain the following information:
1.
Each employee’s full name and an individually identifying number, (e.g. the last four digits of the
employee’s social security number) of each such employee.
2.
The ethnicity and gender of each employee.
3.
Each employee’s correct classification (s) of work actually performed.
4.
Entries indicating each employee’s basis hourly wage rate(s) and, where applicable, the overtime
hourly wage rate(s). Any rates of contributions for fringe benefits paid to approved plans, funds or
programs on behalf of the employee must be indicated. Any fringe benefits paid to the employee in
cash must be indicated.
5.
Each employee’s daily and weekly hours worked in each classification, including actual overtime
hours worked (not adjusted).
6.
Each employee’s gross wage.
7.
The itemized deductions made.
8.
The net wages paid.
B.
Statement of Wages. Each Contractor or subcontractor shall furnish a statement each week to the RE
with respect to the wages paid each of its employees engaged in contract work covered by the Copeland
Act, as amended during the preceding weekly payroll period. The statement shall be executed by the
Contractor or subcontractor or by an authorized officer or employee of the Contractor or subcontractors
who supervises the payment of wages. Contractors and subcontractors must use the certification set forth
on the Department’s CR-347, or any form with identical wording. Each payroll submitted must be
accompanied by a signed “Statement of Compliance”.
C.
Maintaining Records. Contractor and subcontractors shall maintain payroll records for a period of
three (3) years after all work on the Contract is completed. Contractor and subcontractor shall maintain
complete payroll records to include: name, social security numbers, last known address, telephone number
and e-mail address for each employee. Government agencies are entitled to request or review all relevant
payroll information, including social security numbers and addresses of employees. Contractors and
subcontractors are required to provide such information upon request.
D.
Lack of Compliance. Failure of the Contractor or subcontractor to comply with the payroll requirements
may result in payment being delayed or withheld as specified in Section 105, default as specified in Section
108 or termination of the Contract as specified in Section 108.
E.
Diane B. Allen Equal Pay Act, N.J.S.A. 34:11-56.14b
For Local Aid projects.
This requirement DOES NOT apply to employers who are contracting with local governments (for example:
municipalities and counties).
FHWA-1273 – Revised October 23, 2023
FHWA – 1273
Page 1 of 14
FEDERAL AID PROJECT ATTACHMENT 8
FHWA-1273
REQUIRED CONTRACT PROVISIONS
FEDERAL-AID CONSTRUCTION CONTRACTS
I.
General
II.
Nondiscrimination
III.
Non-segregated Facilities
IV.
Davis-Bacon and Related Act Provisions
V.
Contract Work Hours and Safety Standards Act
Provisions
VI.
Subletting or Assigning the Contract
VII.
Safety: Accident Prevention
VIII. False Statements Concerning Highway Projects
IX.
Implementation of Clean Air Act and Federal Water
Pollution Control Act
X.
Certification Regarding Debarment, Suspension,
Ineligibility and Voluntary Exclusion
XI.
Certification Regarding Use of Contract Funds for
Lobbying
XII.
Use of United States-Flag Vessels:
ATTACHMENTS
A. Employment and Materials Preference for Appalachian
Development Highway System or Appalachian Local Access
Road Contracts (included in Appalachian contracts only)
I. GENERAL
1. Form FHWA-1273 must be physically incorporated in each
construction contract funded under title 23, United States
Code, as required in 23 CFR 633.102(b) (excluding
emergency contracts solely intended for debris removal). The
contractor (or subcontractor) must insert this form in each
subcontract and further require its inclusion in all lower tier
subcontracts (excluding purchase orders, rental agreements
and other agreements for supplies or services). 23 CFR
633.102(e).
The applicable requirements of Form FHWA-1273 are
incorporated by reference for work done under any purchase
order, rental agreement or agreement for other services. The
prime contractor shall be responsible for compliance by any
subcontractor, lower-tier subcontractor or service provider. 23
CFR 633.102(e).
Form FHWA-1273 must be included in all Federal-aid design-
build contracts, in all subcontracts and in lower tier subcontracts
(excluding subcontracts for design services, purchase orders,
rental agreements and other agreements for supplies or
services) in accordance with 23 CFR 633.102. The design-
builder shall be responsible for compliance by any
subcontractor, lower-tier subcontractor or service provider.
Contracting agencies may reference Form FHWA-1273 in
solicitation-for-bids or request-for-proposals documents,
however, the Form FHWA-1273 must be physically incorporated
(not referenced) in all contracts, subcontracts and lower-tier
subcontracts (excluding purchase orders, rental agreements
and other agreements for supplies or services related to a
construction contract). 23 CFR 633.102(b).
2. Subject to the applicability criteria noted in the following
sections, these contract provisions shall apply to all work
performed on the contract by the contractor's own organization
and with the assistance of workers under the contractor's
immediate superintendence and to all work performed on the
contract by piecework, station work, or by subcontract. 23 CFR
633.102(d).
3. A breach of any of the stipulations contained in these
Required Contract Provisions may be sufficient grounds for
withholding of progress payments, withholding of final
payment, termination of the contract, suspension / debarment
or any other action determined to be appropriate by the
contracting agency and FHWA.
4. Selection of Labor: During the performance of this contract,
the contractor shall not use convict labor for any purpose
within the limits of a construction project on a Federal-aid
highway unless it is labor performed by convicts who are on
parole, supervised release, or probation. 23 U.S.C. 114(b).
The term Federal-aid highway does not include roadways
functionally classified as local roads or rural minor collectors.
23 U.S.C. 101(a).
II. NONDISCRIMINATION (23 CFR 230.107(a); 23 CFR Part
230, Subpart A, Appendix A; EO 11246)
The provisions of this section related to 23 CFR Part 230,
Subpart A, Appendix A are applicable to all Federal-aid
construction contracts and to all related construction
subcontracts of $10,000 or more. The provisions of 23 CFR
Part 230 are not applicable to material supply, engineering, or
architectural service contracts.
In addition, the contractor and all subcontractors must comply
with the following policies: Executive Order 11246, 41 CFR Part
60, 29 CFR Parts 1625-1627, 23 U.S.C. 140, Section 504
of the Rehabilitation Act of 1973, as amended (29 U.S.C. 794),
Title VI of the Civil Rights Act of 1964, as amended (42 U.S.C.
2000d et seq.), and related regulations including 49 CFR Parts
21, 26, and 27; and 23 CFR Parts 200, 230, and 633.
The contractor and all subcontractors must comply with: the
requirements of the Equal Opportunity Clause in 41 CFR 60-
1.4(b) and, for all construction contracts exceeding $10,000, the
Standard Federal Equal Employment Opportunity Construction
Contract Specifications in 41 CFR 60-4.3.
Note: The U.S. Department of Labor has exclusive authority to
determine compliance with Executive Order 11246 and the
policies of the Secretary of Labor including 41 CFR Part 60, and
29 CFR Parts 1625-1627. The contracting agency and the
FHWA have the authority and the responsibility to ensure
compliance with 23 U.S.C. 140, Section 504 of the
Rehabilitation Act of 1973, as amended (29 U.S.C. 794), and
Title VI of the Civil Rights Act of 1964, as amended (42 U.S.C.
2000d et seq.), and related regulations including 49 CFR Parts
21, 26, and 27; and 23 CFR Parts 200, 230, and 633.
The following provision is adopted from 23 CFR Part 230,
Subpart A, Appendix A, with appropriate revisions to conform to
the U.S. Department of Labor (US DOL) and FHWA
requirements.
FHWA-1273 – Revised October 23, 2023
FHWA – 1273
Page 2 of 14
1. Equal Employment Opportunity: Equal Employment
Opportunity (EEO) requirements not to discriminate and to
take affirmative action to assure equal opportunity as set forth
under laws, executive orders, rules, regulations (see 28 CFR
Part 35, 29 CFR Part 1630, 29 CFR Parts 1625-1627, 41 CFR
Part 60 and 49 CFR Part 27) and orders of the Secretary of
Labor as modified by the provisions prescribed herein, and
imposed pursuant to 23 U.S.C. 140, shall constitute the EEO
and specific affirmative action standards for the contractor's
project activities under this contract. The provisions of the
Americans with Disabilities Act of 1990 (42 U.S.C. 12101 et
seq.) set forth under 28 CFR Part 35 and 29 CFR Part 1630 are
incorporated by reference in this contract. In the execution of this
contract, the contractor agrees to comply with the following
minimum specific requirement activities of EEO:
a. The contractor will work with the contracting agency and
the Federal Government to ensure that it has made every
good faith effort to provide equal opportunity with respect to all
of its terms and conditions of employment and in their review
of activities under the contract. 23 CFR 230.409 (g)(4) & (5).
b. The contractor will accept as its operating policy the
following statement:
"It is the policy of this Company to assure that applicants are
employed, and that employees are treated during employment,
without regard to their race, religion, sex, sexual orientation,
gender identity, color, national origin, age or disability. Such
action shall include: employment, upgrading, demotion, or
transfer; recruitment or recruitment advertising; layoff or
termination; rates of pay or other forms of compensation; and
selection for training, including apprenticeship, pre-
apprenticeship, and/or on-the-job training."
2. EEO Officer: The contractor will designate and make
known to the contracting officers an EEO Officer who will have
the responsibility for and must be capable of effectively
administering and promoting an active EEO program and who
must be assigned adequate authority and responsibility to do
so.
3. Dissemination of Policy: All members of the contractor's
staff who are authorized to hire, supervise, promote, and
discharge employees, or who recommend such action or are
substantially involved in such action, will be made fully
cognizant of and will implement the contractor's EEO policy
and contractual responsibilities to provide EEO in each grade
and classification of employment. To ensure that the above
agreement will be met, the following actions will be taken as a
minimum:
a. Periodic meetings of supervisory and personnel office
employees will be conducted before the start of work and then
not less often than once every six months, at which time the
contractor's EEO policy and its implementation will be
reviewed and explained. The meetings will be conducted by
the EEO Officer or other knowledgeable company official.
b. All new supervisory or personnel office employees will be
given a thorough indoctrination by the EEO Officer, covering
all major aspects of the contractor's EEO obligations within
thirty days following their reporting for duty with the contractor.
c. All personnel who are engaged in direct recruitment for
the project will be instructed by the EEO Officer in the
contractor's procedures for locating and hiring minorities and
women.
d. Notices and posters setting forth the contractor's EEO
policy will be placed in areas readily accessible to employees,
applicants for employment and potential employees.
e. The contractor's EEO policy and the procedures to
implement such policy will be brought to the attention of
employees by means of meetings, employee handbooks, or
other appropriate means.
4. Recruitment: When advertising for employees, the
contractor will include in all advertisements for employees the
notation: "An Equal Opportunity Employer." All such
advertisements will be placed in publications having a large
circulation among minorities and women in the area from
which the project work force would normally be derived.
a. The contractor will, unless precluded by a valid
bargaining agreement, conduct systematic and direct
recruitment through public and private employee referral
sources likely to yield qualified minorities and women. To
meet this requirement, the contractor will identify sources of
potential minority group employees and establish with such
identified sources procedures whereby minority and women
applicants may be referred to the contractor for employment
consideration.
b. In the event the contractor has a valid bargaining
agreement providing for exclusive hiring hall referrals, the
contractor is expected to observe the provisions of that
agreement to the extent that the system meets the contractor's
compliance with EEO contract provisions. Where
implementation of such an agreement has the effect of
discriminating against minorities or women, or obligates the
contractor to do the same, such implementation violates
Federal nondiscrimination provisions.
c. The contractor will encourage its present employees to
refer minorities and women as applicants for employment.
Information and procedures with regard to referring such
applicants will be discussed with employees.
5. Personnel Actions: Wages, working conditions, and
employee benefits shall be established and administered, and
personnel actions of every type, including hiring, upgrading,
promotion, transfer, demotion, layoff, and termination, shall be
taken without regard to race, color, religion, sex, sexual
orientation, gender identity, national origin, age or disability.
The following procedures shall be followed:
a. The contractor will conduct periodic inspections of project
sites to ensure that working conditions and employee facilities
do not indicate discriminatory treatment of project site
personnel.
b. The contractor will periodically evaluate the spread of
wages paid within each classification to determine any
evidence of discriminatory wage practices.
c. The contractor will periodically review selected personnel
actions in depth to determine whether there is evidence of
discrimination. Where evidence is found, the contractor will
promptly take corrective action. If the review indicates that the
discrimination may extend beyond the actions reviewed, such
corrective action shall include all affected persons.
d. The contractor will promptly investigate all complaints of
alleged discrimination made to the contractor in connection
with its obligations under this contract, will attempt to resolve
such complaints, and will take appropriate corrective action
FHWA-1273 – Revised October 23, 2023
FHWA – 1273
Page 3 of 14
within a reasonable time. If the investigation indicates that the
discrimination may affect persons other than the complainant,
such corrective action shall include such other persons. Upon
completion of each investigation, the contractor will inform every
complainant of all of their avenues of appeal.
6. Training and Promotion:
a. The contractor will assist in locating, qualifying, and
increasing the skills of minorities and women who are
applicants for employment or current employees. Such efforts
should be aimed at developing full journey level status
employees in the type of trade or job classification involved.
b. Consistent with the contractor's work force requirements
and as permissible under Federal and State regulations, the
contractor shall make full use of training programs (i.e.,
apprenticeship and on-the-job training programs for the
geographical area of contract performance). In the event a
special provision for training is provided under this contract,
this subparagraph will be superseded as indicated in the
special provision. The contracting agency may reserve
training positions for persons who receive welfare assistance
in accordance with 23 U.S.C. 140(a).
c. The contractor will advise employees and applicants for
employment of available training programs and entrance
requirements for each.
d. The contractor will periodically review the training and
promotion potential of employees who are minorities and
women and will encourage eligible employees to apply for
such training and promotion.
7. Unions: If the contractor relies in whole or in part upon
unions as a source of employees, the contractor will use good
faith efforts to obtain the cooperation of such unions to
increase opportunities for minorities and women. 23 CFR
230.409. Actions by the contractor, either directly or through a
contractor's association acting as agent, will include the
procedures set forth below:
a. The contractor will use good faith efforts to develop, in
cooperation with the unions, joint training programs aimed
toward qualifying more minorities and women for membership
in the unions and increasing the skills of minorities and women
so that they may qualify for higher paying employment.
b. The contractor will use good faith efforts to incorporate an
EEO clause into each union agreement to the end that such
union will be contractually bound to refer applicants without
regard to their race, color, religion, sex, sexual orientation,
gender identity, national origin, age, or disability.
c. The contractor is to obtain information as to the referral
practices and policies of the labor union except that to the
extent such information is within the exclusive possession of
the labor union and such labor union refuses to furnish such
information to the contractor, the contractor shall so certify to
the contracting agency and shall set forth what efforts have
been made to obtain such information.
d. In the event the union is unable to provide the contractor
with a reasonable flow of referrals within the time limit set forth
in the collective bargaining agreement, the contractor will,
through independent recruitment efforts, fill the employment
vacancies without regard to race, color, religion, sex, sexual
orientation, gender identity, national origin, age, or disability;
making full efforts to obtain qualified and/or qualifiable
minorities and women. The failure of a union to provide
sufficient referrals (even though it is obligated to provide
exclusive referrals under the terms of a collective bargaining
agreement) does not relieve the contractor from the
requirements of this paragraph. In the event the union referral
practice prevents the contractor from meeting the obligations
pursuant to Executive Order 11246, as amended, and these
special provisions, such contractor shall immediately notify the
contracting agency.
8. Reasonable Accommodation for Applicants /
Employees with Disabilities: The contractor must be familiar
with the requirements for and comply with the Americans with
Disabilities Act and all rules and regulations established
thereunder. Employers must provide reasonable
accommodation in all employment activities unless to do so
would cause an undue hardship.
9. Selection of Subcontractors, Procurement of Materials
and Leasing of Equipment: The contractor shall not
discriminate on the grounds of race, color, religion, sex, sexual
orientation, gender identity, national origin, age, or disability in
the selection and retention of subcontractors, including
procurement of materials and leases of equipment. The
contractor shall take all necessary and reasonable steps to
ensure nondiscrimination in the administration of this contract.
a. The contractor shall notify all potential subcontractors,
suppliers, and lessors of their EEO obligations under this
contract.
b. The contractor will use good faith efforts to ensure
subcontractor compliance with their EEO obligations.
10.Assurances Required:
a. The requirements of 49 CFR Part 26 and the State
DOT’s FHWA-approved Disadvantaged Business Enterprise
(DBE) program are incorporated by reference.
b. The contractor, subrecipient or subcontractor shall not
discriminate on the basis of race, color, national origin, or sex
in the performance of this contract. The contractor shall carry
out applicable requirements of 49 CFR part 26 in the award
and administration of DOT-assisted contracts. Failure by the
contractor to carry out these requirements is a material breach
of this contract, which may result in the termination of this
contract or such other remedy as the recipient deems
appropriate, which may include, but is not limited to:
(1) Withholding monthly progress payments;
(2) Assessing sanctions;
(3) Liquidated damages; and/or
(4) Disqualifying the contractor from future bidding as non-
responsible.
c. The Title VI and nondiscrimination provisions of U.S.
DOT Order 1050.2A at Appendixes A and E are incorporated
by reference. 49 CFR Part 21.
11. Records and Reports: The contractor shall keep such
records as necessary to document compliance with the EEO
requirements. Such records shall be retained for a period of
three years following the date of the final payment to the
contractor for all contract work and shall be available at
reasonable times and places for inspection by authorized
representatives of the contracting agency and the FHWA.
a. The records kept by the contractor shall document the
following:
FHWA-1273 – Revised October 23, 2023
FHWA – 1273
Page 4 of 14
(1) The number and work hours of minority and non-
minority group members and women employed in each work
classification on the project;
(2) The progress and efforts being made in cooperation
with unions, when applicable, to increase employment
opportunities for minorities and women; and
(3) The progress and efforts being made in locating, hiring,
training, qualifying, and upgrading minorities and women.
b. The contractors and subcontractors will submit an annual
report to the contracting agency each July for the duration of
the project indicating the number of minority, women, and non-
minority group employees currently engaged in each work
classification required by the contract work. This information is
to be reported on Form FHWA-1391. The staffing data should
represent the project work force on board in all or any part of
the last payroll period preceding the end of July. If on-the-job
training is being required by special provision, the contractor
will be required to collect and report training data. The
employment data should reflect the work force on board during
all or any part of the last payroll period preceding the end of
July.
III. NONSEGREGATED FACILITIES
This provision is applicable to all Federal-aid construction
contracts and to all related construction subcontracts of more
than $10,000. 41 CFR 60-1.5.
As prescribed by 41 CFR 60-1.8, the contractor must ensure
that facilities provided for employees are provided in such a
manner that segregation on the basis of race, color, religion,
sex, sexual orientation, gender identity, or national origin cannot
result. The contractor may neither require such segregated use
by written or oral policies nor tolerate such use by employee
custom. The contractor's obligation extends further to ensure
that its employees are not assigned to perform their services at
any location under the contractor's control where the facilities
are segregated. The term "facilities" includes waiting rooms,
work areas, restaurants and other eating areas, time clocks,
restrooms, washrooms, locker rooms and other storage or
dressing areas, parking lots, drinking fountains, recreation or
entertainment areas, transportation, and housing provided for
employees. The contractor shall provide separate or single-user
restrooms and necessary dressing or sleeping areas to assure
privacy between sexes.
IV.
DAVIS-BACON AND RELATED ACT PROVISIONS
This section is applicable to all Federal-aid construction
projects exceeding $2,000 and to all related subcontracts and
lower-tier subcontracts (regardless of subcontract size), in
accordance with 29 CFR 5.5. The requirements apply to all
projects located within the right-of-way of a roadway that is
functionally classified as Federal-aid highway. 23 U.S.C. 113.
This excludes roadways functionally classified as local roads or
rural minor collectors, which are exempt. 23 U.S.C. 101.
Where applicable law requires that projects be treated as a
project on a Federal-aid highway, the provisions of this subpart
will apply regardless of the location of the project. Examples
include: Surface Transportation Block Grant Program projects
funded under 23 U.S.C. 133 [excluding recreational trails
projects], the Nationally Significant Freight and Highway
Projects funded under 23 U.S.C. 117, and National Highway
Freight Program projects funded under 23 U.S.C. 167.
The following provisions are from the U.S. Department of Labor
regulations in 29 CFR 5.5 “Contract provisions and related
matters” with minor revisions to conform to the FHWA- 1273
format and FHWA program requirements.
1. Minimum wages (29 CFR 5.5)
a. Wage rates and fringe benefits. All laborers and
mechanics employed or working upon the site of the work (or
otherwise working in construction or development of the
project under a development statute), 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 (29 CFR part 3)), the full amount of basic hourly
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. As provided in paragraphs (d) and (e) of 29
CFR 5.5, the appropriate wage determinations are effective by
operation of law even if they have not been attached to the
contract. Contributions made or costs reasonably anticipated
for bona fide fringe benefits under the Davis-Bacon Act (40
U.S.C. 3141(2)(B)) on behalf of laborers or mechanics are
considered wages paid to such laborers or mechanics, subject
to the provisions of paragraph 1.e. 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 must be paid the appropriate
wage rate and fringe benefits on the wage determination for the
classification(s) of work actually performed, without regard to
skill, except as provided in paragraph 4. of this section. Laborers
or mechanics performing work in more than one classification
may be compensated at the rate specified for each classification
for the time actually worked therein: Provided, That the
employer's payroll records accurately set forth the time spent in
each classification in which work is performed. The wage
determination (including any additional classifications and wage
rates conformed under paragraph 1.c. of this section) and the
Davis-Bacon poster (WH–1321) must be posted at all times by
the contractor and its subcontractors at the site of the work in a
prominent and accessible place where it can be easily seen by
the workers.
b. Frequently recurring classifications. (1) In addition to wage
and fringe benefit rates that have been determined to be
prevailing under the procedures set forth in 29 CFR part 1, a
wage determination may contain, pursuant to § 1.3(f), wage
and fringe benefit rates for classifications of laborers and
mechanics for which conformance requests are regularly
submitted pursuant to paragraph 1.c. of this section, provided
that:
(i) The work performed by the classification is not
performed by a classification in the wage determination for
which a prevailing wage rate has been determined;
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(ii) The classification is used in the area by the
construction industry; and
(iii) The wage rate for the classification bears a reasonable
relationship to the prevailing wage rates contained in the
wage determination.
(2) The Administrator will establish wage rates for such
classifications in accordance with paragraph 1.c.(1)(iii) of this
section. Work performed in such a classification must be paid
at no less than the wage and fringe benefit rate listed on the
wage determination for such classification.
c. Conformance. (1) The contracting officer must 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 be classified in conformance with
the wage determination. Conformance of an additional
classification and wage rate and fringe benefits is appropriate
only when the following criteria have been met:
(i) The work to be performed by the classification
requested is not performed by a classification in the wage
determination; and
(ii) The classification is used in the area by the
construction industry; and
(iii) The proposed wage rate, including any bona fide fringe
benefits, bears a reasonable relationship to the wage rates
contained in the wage determination.
(2) The conformance process may not be used to split,
subdivide, or otherwise avoid application of classifications
listed in the wage determination.
(3) If the contractor and the laborers and mechanics to be
employed in the classification (if known), or their
representatives, and the contracting officer agree on the
classification and wage rate (including the amount designated
for fringe benefits where appropriate), a report of the action
taken will be sent by the contracting officer by email to
DBAconformance@dol.gov. 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.
(4) 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
will, by email to DBAconformance@dol.gov, 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.
(5) The contracting officer must promptly notify the
contractor of the action taken by the Wage and Hour Division
under paragraphs 1.c.(3) and (4) of this section. The contractor
must furnish a written copy of such determination to each
affected worker or it must be posted as a part of the wage
determination. The wage rate (including fringe benefits where
appropriate) determined pursuant to paragraph 1.c.(3) or (4) of
this section must 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.
d. Fringe benefits not expressed as an hourly rate.
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 may
either pay the benefit as stated in the wage determination or
may pay another bona fide fringe benefit or an hourly cash
equivalent thereof.
e. Unfunded plans. 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, in accordance with the criteria set forth in
§ 5.28, 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.
f. Interest. In the event of a failure to pay all or part of the
wages required by the contract, the contractor will be required
to pay interest on any underpayment of wages.
2. Withholding (29 CFR 5.5)
a. Withholding requirements. The contracting agency may,
upon its own action, or must, upon written request of an
authorized representative of the Department of Labor, withhold
or cause to be withheld from the contractor so much of the
accrued payments or advances as may be considered
necessary to satisfy the liabilities of the prime contractor or any
subcontractor for the full amount of wages and monetary relief,
including interest, required by the clauses set forth in this
section for violations of this contract, or to satisfy any such
liabilities required by any other Federal contract, or federally
assisted contract subject to Davis-Bacon labor standards, that
is held by the same prime contractor (as defined in § 5.2). The
necessary funds may be withheld from the contractor under
this contract, any other Federal contract with the same prime
contractor, or any other federally assisted contract that is
subject to Davis-Bacon labor standards requirements and is
held by the same prime contractor, regardless of whether the
other contract was awarded or assisted by the same agency,
and such funds may be used to satisfy the contractor liability
for which the funds were withheld. In the event of a
contractor's failure to pay any laborer or mechanic, including
any apprentice or helper working on the site of the work all or
part of the wages required by the contract, or upon the
contractor's failure to submit the required records as discussed
in paragraph 3.d. of this section, the contracting agency may
on its own initiative and after written notice to the contractor,
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.
b. Priority to withheld funds. The Department has priority to
funds withheld or to be withheld in accordance with paragraph
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FHWA – 1273
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2.a. of this section or Section V, paragraph 3.a., or both, over
claims to those funds by:
(1) A contractor's surety(ies), including without limitation
performance bond sureties and payment bond sureties;
(2) A contracting agency for its reprocurement costs;
(3) A trustee(s) (either a court-appointed trustee or a U.S.
trustee, or both) in bankruptcy of a contractor, or a contractor's
bankruptcy estate;
(4) A contractor's assignee(s);
(5) A contractor's successor(s); or
(6) A claim asserted under the Prompt Payment Act, 31
U.S.C. 3901–3907.
3. Records and certified payrolls (29 CFR 5.5)
a. Basic record requirements (1) Length of record retention.
All regular payrolls and other basic records must be
maintained by the contractor and any subcontractor during the
course of the work and preserved for all laborers and
mechanics working at the site of the work (or otherwise
working in construction or development of the project under a
development statute) for a period of at least 3 years after all
the work on the prime contract is completed.
(2) Information required. Such records must contain the
name; Social Security number; last known address, telephone
number, and email address of each such worker; each
worker's correct classification(s) of work actually performed;
hourly rates of wages paid (including rates of contributions or
costs anticipated for bona fide fringe benefits or cash
equivalents thereof of the types described in 40 U.S.C.
3141(2)(B) of the Davis-Bacon Act); daily and weekly number
of hours actually worked in total and on each covered contract;
deductions made; and actual wages paid.
(3) Additional records relating to fringe benefits. Whenever
the Secretary of Labor has found under paragraph 1.e. of this
section 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 40 U.S.C.
3141(2)(B) of the Davis-Bacon Act, the contractor must
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 incurred in providing such benefits.
(4) Additional records relating to apprenticeship. Contractors
with apprentices working under approved programs must
maintain written evidence of the registration of apprenticeship
programs, the registration of the apprentices, and the ratios
and wage rates prescribed in the applicable programs.
b. Certified payroll requirements (1) Frequency and method
of submission. The contractor or subcontractor must submit
weekly, for each week in which any DBA- or Related Acts-
covered work is performed, certified payrolls to the contracting
agency. The prime contractor is responsible for the submission
of all certified payrolls by all subcontractors. A contracting
agency or prime contractor may permit or require contractors to
submit certified payrolls through an electronic system, as long
as the electronic system requires a legally valid electronic
signature; the system allows the contractor, the contracting
agency, and the Department of Labor to access the certified
payrolls upon request for at least 3 years after the work on the
prime contract has been completed; and the contracting agency
or prime contractor permits other methods of submission in
situations where the contractor is unable or limited in its ability to
use or access the electronic system.
(2) Information required. The certified payrolls submitted
must set out accurately and completely all of the information
required to be maintained under paragraph 3.a.(2) of this
section, except that full Social Security numbers and last
known addresses, telephone numbers, and email addresses
must not be included on weekly transmittals. Instead, the
certified payrolls need only include an individually identifying
number for each worker ( e.g., the last four digits of the
worker's Social Security number). The required weekly
certified payroll information may be submitted using Optional
Form WH–347 or in any other format desired. Optional Form
WH–347 is available for this purpose from the Wage and Hour
Division website at https://www.dol.gov/sites/dolgov/files/WHD/
legacy/files/wh347/.pdf or its successor website. It is not a
violation of this section for a prime contractor to require a
subcontractor to provide full Social Security numbers and last
known addresses, telephone numbers, and email addresses to
the prime contractor for its own records, without weekly
submission by the subcontractor to the contracting agency.
(3) Statement of Compliance. Each certified payroll
submitted must be accompanied by a “Statement of
Compliance,” signed by the contractor or subcontractor, or the
contractor's or subcontractor's agent who pays or supervises
the payment of the persons working on the contract, and must
certify the following:
(i) That the certified payroll for the payroll period contains
the information required to be provided under paragraph 3.b.
of this section, the appropriate information and basic records
are being maintained under paragraph 3.a. of this section,
and such information and records are correct and complete;
(ii) That each laborer or mechanic (including each helper
and apprentice) working 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 29 CFR part 3; and
(iii) That each laborer or mechanic has been paid not less
than the applicable wage rates and fringe benefits or cash
equivalents for the classification(s) of work actually
performed, as specified in the applicable wage determination
incorporated into the contract.
(4) Use of Optional Form WH–347. The weekly submission
of a properly executed certification set forth on the reverse
side of Optional Form WH–347 will satisfy the requirement for
submission of the “Statement of Compliance” required by
paragraph 3.b.(3) of this section.
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FHWA – 1273
Page 7 of 14
(5) Signature. The signature by the contractor,
subcontractor, or the contractor's or subcontractor's agent
must be an original handwritten signature or a legally valid
electronic signature.
(6) Falsification. The falsification of any of the above
certifications may subject the contractor or subcontractor to
civil or criminal prosecution under 18 U.S.C. 1001 and 31
U.S.C. 3729.
(7) Length of certified payroll retention. The contractor or
subcontractor must preserve all certified payrolls during the
course of the work and for a period of 3 years after all the work
on the prime contract is completed.
c. Contracts, subcontracts, and related documents. The
contractor or subcontractor must maintain this contract or
subcontract and related documents including, without
limitation, bids, proposals, amendments, modifications, and
extensions. The contractor or subcontractor must preserve
these contracts, subcontracts, and related documents during
the course of the work and for a period of 3 years after all the
work on the prime contract is completed.
d. Required disclosures and access (1) Required record
disclosures and access to workers. The contractor or
subcontractor must make the records required under
paragraphs 3.a. through 3.c. of this section, and any other
documents that the contracting agency, the State DOT, the
FHWA, or the Department of Labor deems necessary to
determine compliance with the labor standards provisions of
any of the applicable statutes referenced by § 5.1, available for
inspection, copying, or transcription by authorized
representatives of the contracting agency, the State DOT, the
FHWA, or the Department of Labor, and must permit such
representatives to interview workers during working hours on
the job.
(2) Sanctions for non-compliance with records and worker
access requirements. If the contractor or subcontractor fails to
submit the required records or to make them available, or
refuses to permit worker interviews during working hours on
the job, the Federal agency may, after written notice to the
contractor, sponsor, applicant, owner, or other entity, as the
case may be, that maintains such records or that employs
such workers, 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, or to permit
worker interviews during working hours on the job, may be
grounds for debarment action pursuant to § 5.12. In addition,
any contractor or other person that fails to submit the required
records or make those records available to WHD within the
time WHD requests that the records be produced will be
precluded from introducing as evidence in an administrative
proceeding under 29 CFR part 6 any of the required records
that were not provided or made available to WHD. WHD will
take into consideration a reasonable request from the
contractor or person for an extension of the time for
submission of records. WHD will determine the
reasonableness of the request and may consider, among other
things, the location of the records and the volume of
production.
(3) Required information disclosures. Contractors and
subcontractors must maintain the full Social Security number
and last known address, telephone number, and email address
of each covered worker, and must provide them upon request to
the contracting agency, the State DOT, the FHWA, the
contractor, or the Wage and Hour Division of the Department of
Labor for purposes of an investigation or other compliance
action.
4. Apprentices and equal employment opportunity (29 CFR
5.5)
a. Apprentices (1) Rate of pay. 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, Office of Apprenticeship (OA), or with a State
Apprenticeship Agency recognized by the OA. A person who is
not individually registered in the program, but who has been
certified by the OA or a State Apprenticeship Agency (where
appropriate) to be eligible for probationary employment as an
apprentice, will be permitted to work at less than the
predetermined rate for the work they perform in the first 90
days of probationary employment as an apprentice in such a
program. In the event the OA or a State Apprenticeship
Agency recognized by the OA withdraws approval of an
apprenticeship program, the contractor will no longer be
permitted to use apprentices at less than the applicable
predetermined rate for the work performed until an acceptable
program is approved.
(2) Fringe benefits. Apprentices must be paid fringe benefits
in accordance with the provisions of the apprenticeship
program. If the apprenticeship program does not specify fringe
benefits, apprentices must be paid the full amount of fringe
benefits listed on the wage determination for the applicable
classification. If the Administrator determines that a different
practice prevails for the applicable apprentice classification,
fringe benefits must be paid in accordance with that
determination.
(3) Apprenticeship ratio. The allowable ratio of apprentices to
journeyworkers on the job site in any craft classification must
not be greater than the ratio permitted to the contractor as to
the entire work force under the registered program or the ratio
applicable to the locality of the project pursuant to paragraph
4.a.(4) of this section. Any worker listed on a payroll at an
apprentice wage rate, who is not registered or otherwise
employed as stated in paragraph 4.a.(1) of this section, must
be paid not less than the applicable wage rate on the wage
determination for the classification of work actually performed.
In addition, any apprentice performing work on the job site in
excess of the ratio permitted under this section must be paid
not less than the applicable wage rate on the wage
determination for the work actually performed.
(4) Reciprocity of ratios and wage rates. Where a contractor
is performing construction on a project in a locality other than
the locality in which its program is registered, the ratios and
wage rates (expressed in percentages of the journeyworker's
hourly rate) applicable within the locality in which the
construction is being performed must be observed. If there is
no applicable ratio or wage rate for the locality of the project,
the ratio and wage rate specified in the contractor's registered
program must be observed.
b. Equal employment opportunity. The use of apprentices
and journeyworkers under this part must be in conformity with
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FHWA – 1273
Page 8 of 14
the equal employment opportunity requirements of Executive
Order 11246, as amended, and 29 CFR part 30.
c. Apprentices and Trainees (programs of the U.S. DOT).
Apprentices and trainees working under apprenticeship and skill
training programs which have been certified by the Secretary of
Transportation as promoting EEO in connection with Federal-
aid highway construction programs are not subject to the
requirements of paragraph 4 of this Section IV. 23 CFR
230.111(e)(2). The straight time hourly wage rates for
apprentices and trainees under such programs will be
established by the particular programs. The ratio of apprentices
and trainees to journeyworkers shall not be greater than
permitted by the terms of the particular program.
5. Compliance with Copeland Act requirements. The
contractor shall comply with the requirements of 29 CFR part
3, which are incorporated by reference in this contract as
provided in 29 CFR 5.5.
6. Subcontracts. The contractor or subcontractor must insert
FHWA-1273 in any subcontracts, along with the applicable
wage determination(s) and such other clauses or contract
modifications as the contracting agency may by appropriate
instructions require, and a clause requiring the subcontractors
to include these clauses and wage determination(s) in any
lower tier subcontracts. The prime contractor is responsible for
the compliance by any subcontractor or lower tier
subcontractor with all the contract clauses in this section. In
the event of any violations of these clauses, the prime
contractor and any subcontractor(s) responsible will be liable
for any unpaid wages and monetary relief, including interest
from the date of the underpayment or loss, due to any workers
of lower-tier subcontractors, and may be subject to debarment,
as appropriate. 29 CFR 5.5.
7. Contract termination: debarment. A breach of the
contract clauses in 29 CFR 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.
8. Compliance with Davis-Bacon and Related Act
requirements. All rulings and interpretations of the Davis-
Bacon and Related Acts contained in 29 CFR parts 1, 3, and 5
are herein incorporated by reference in this contract as
provided in 29 CFR 5.5.
9. Disputes concerning labor standards. As provided in 29
CFR 5.5, disputes arising out of the labor standards provisions
of this contract shall not be subject to the general disputes
clause of this contract. Such disputes shall be resolved in
accordance with the procedures of the Department of Labor
set forth in 29 CFR parts 5, 6, and 7. Disputes within the
meaning of this clause include disputes between the contractor
(or any of its subcontractors) and the contracting agency, the
U.S. Department of Labor, or the employees or their
representatives.
10. Certification of eligibility. a. By entering into this contract,
the contractor certifies that neither it 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 40
U.S.C. 3144(b) or § 5.12(a).
b. No part of this contract shall be subcontracted to any person or
firm ineligible for award of a Government contract by virtue of 40
U.S.C. 3144(b) or § 5.12(a).
c. The penalty for making false statements is prescribed in the
U.S. Code, Title 18 Crimes and Criminal Procedure, 18
U.S.C. 1001.
11. Anti-retaliation. It is unlawful for any person to discharge,
demote, intimidate, threaten, restrain, coerce, blacklist, harass,
or in any other manner discriminate against, or to cause any
person to discharge, demote, intimidate, threaten, restrain,
coerce, blacklist, harass, or in any other manner discriminate
against, any worker or job applicant for:
a. Notifying any contractor of any conduct which the worker
reasonably believes constitutes a violation of the DBA, Related
Acts, this part, or 29 CFR part 1 or 3;
b. Filing any complaint, initiating or causing to be initiated
any proceeding, or otherwise asserting or seeking to assert on
behalf of themselves or others any right or protection under the
DBA, Related Acts, this part, or 29 CFR part 1 or 3;
c. Cooperating in any investigation or other compliance
action, or testifying in any proceeding under the DBA, Related
Acts, this part, or 29 CFR part 1 or 3; or
d. Informing any other person about their rights under the
DBA, Related Acts, this part, or 29 CFR part 1 or 3.
V. CONTRACT WORK HOURS AND SAFETY STANDARDS
ACT
Pursuant to 29 CFR 5.5(b), the following clauses apply to any
Federal-aid construction contract in an amount in excess of
$100,000 and subject to the overtime provisions of the Contract
Work Hours and Safety Standards Act. These clauses shall be
inserted in addition to the clauses required by 29 CFR 5.5(a) or
29 CFR 4.6. As used in this paragraph, the terms laborers and
mechanics include watchpersons and guards.
1. Overtime requirements. No contractor or subcontractor
contracting for any part of the contract work which may require
or involve the employment of laborers or mechanics shall
require or permit any such laborer or mechanic 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. 29 CFR
5.5.
2. Violation; liability for unpaid wages; liquidated
damages. In the event of any violation of the clause set forth
in paragraph 1. of this section the contractor and any
subcontractor responsible therefor shall be liable for the
unpaid wages and interest from the date of the underpayment.
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
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Page 9 of 14
mechanic, including watchpersons and guards, employed in
violation of the clause set forth in paragraph 1. of this section, in
the sum currently provided in 29 CFR 5.5(b)(2)* for each
calendar day on which such individual was required or
permitted to work in excess of the standard workweek of forty
hours without payment of the overtime wages required by the
clause set forth in paragraph 1. of this section.
* $31 as of January 15, 2023 (See 88 FR 88 FR 2210) as may
be adjusted annually by the Department of Labor, pursuant to
the Federal Civil Penalties Inflation Adjustment Act of 1990.
3. Withholding for unpaid wages and liquidated damages
a. Withholding process. The FHWA or the contracting
agency may, upon its own action, or must, upon written
request of an authorized representative of the Department of
Labor, withhold or cause to be withheld from the contractor so
much of the accrued payments or advances as may be
considered necessary to satisfy the liabilities of the prime
contractor or any subcontractor for any unpaid wages;
monetary relief, including interest; and liquidated damages
required by the clauses set forth in this section on this
contract, any other Federal contract with the same prime
contractor, or any other federally assisted contract subject to
the Contract Work Hours and Safety Standards Act that is held
by the same prime contractor (as defined in § 5.2). The
necessary funds may be withheld from the contractor under
this contract, any other Federal contract with the same prime
contractor, or any other federally assisted contract that is
subject to the Contract Work Hours and Safety Standards Act
and is held by the same prime contractor, regardless of
whether the other contract was awarded or assisted by the
same agency, and such funds may be used to satisfy the
contractor liability for which the funds were withheld.
b. Priority to withheld funds. The Department has priority to
funds withheld or to be withheld in accordance with Section IV
paragraph 2.a. or paragraph 3.a. of this section, or both, over
claims to those funds by:
(1) A contractor's surety(ies), including without limitation
performance bond sureties and payment bond sureties;
(2) A contracting agency for its reprocurement costs;
(3) A trustee(s) (either a court-appointed trustee or a U.S.
trustee, or both) in bankruptcy of a contractor, or a contractor's
bankruptcy estate;
(4) A contractor's assignee(s);
(5) A contractor's successor(s); or
(6) A claim asserted under the Prompt Payment Act, 31
U.S.C. 3901–3907.
4. Subcontracts. The contractor or subcontractor must insert
in any subcontracts the clauses set forth in paragraphs 1.
through 5. of this section and a clause requiring the
subcontractors to include these clauses in any lower tier
subcontracts. The prime contractor is responsible for
compliance by any subcontractor or lower tier subcontractor
with the clauses set forth in paragraphs 1. through 5. In the
event of any violations of these clauses, the prime contractor
and any subcontractor(s) responsible will be liable for any
unpaid wages and monetary relief, including interest from the
date of the underpayment or loss, due to any workers of lower-
tier subcontractors, and associated liquidated damages and
may be subject to debarment, as appropriate.
5. Anti-retaliation. It is unlawful for any person to discharge,
demote, intimidate, threaten, restrain, coerce, blacklist, harass,
or in any other manner discriminate against, or to cause any
person to discharge, demote, intimidate, threaten, restrain,
coerce, blacklist, harass, or in any other manner discriminate
against, any worker or job applicant for:
a. Notifying any contractor of any conduct which the worker
reasonably believes constitutes a violation of the Contract
Work Hours and Safety Standards Act (CWHSSA) or its
implementing regulations in this part;
b. Filing any complaint, initiating or causing to be initiated
any proceeding, or otherwise asserting or seeking to assert on
behalf of themselves or others any right or protection under
CWHSSA or this part;
c. Cooperating in any investigation or other compliance
action, or testifying in any proceeding under CWHSSA or this
part; or
d. Informing any other person about their rights under
CWHSSA or this part.
VI.
SUBLETTING OR ASSIGNING THE CONTRACT
This provision is applicable to all Federal-aid construction
contracts on the National Highway System pursuant to 23 CFR
635.116.
1. The contractor shall perform with its own organization
contract work amounting to not less than 30 percent (or a
greater percentage if specified elsewhere in the contract) of
the total original contract price, excluding any specialty items
designated by the contracting agency. Specialty items may be
performed by subcontract and the amount of any such
specialty items performed may be deducted from the total
original contract price before computing the amount of work
required to be performed by the contractor's own organization
(23 CFR 635.116).
a. The term “perform work with its own organization” in
paragraph 1 of Section VI refers to workers employed or
leased by the prime contractor, and equipment owned or
rented by the prime contractor, with or without operators.
Such term does not include employees or equipment of a
subcontractor or lower tier subcontractor, agents of the prime
contractor, or any other assignees. The term may include
payments for the costs of hiring leased employees from an
employee leasing firm meeting all relevant Federal and State
regulatory requirements. Leased employees may only be
included in this term if the prime contractor meets all of the
following conditions: (based on longstanding interpretation)
(1) the prime contractor maintains control over the
supervision of the day-to-day activities of the leased
employees;
(2) the prime contractor remains responsible for the quality
of the work of the leased employees;
FHWA-1273 – Revised October 23, 2023
FHWA – 1273
Page 10 of 14
(3) the prime contractor retains all power to accept or
exclude individual employees from work on the project; and
(4) the prime contractor remains ultimately responsible for
the payment of predetermined minimum wages, the
submission of payrolls, statements of compliance and all
other Federal regulatory requirements.
b. "Specialty Items" shall be construed to be limited to work
that requires highly specialized knowledge, abilities, or
equipment not ordinarily available in the type of contracting
organizations qualified and expected to bid or propose on the
contract as a whole and in general are to be limited to minor
components of the overall contract. 23 CFR 635.102.
2. Pursuant to 23 CFR 635.116(a), the contract amount upon
which the requirements set forth in paragraph (1) of Section VI
is computed includes the cost of material and manufactured
products which are to be purchased or produced by the
contractor under the contract provisions.
3. Pursuant to 23 CFR 635.116(c), the contractor shall furnish
(a) a competent superintendent or supervisor who is employed
by the firm, has full authority to direct performance of the work in
accordance with the contract requirements, and is in charge of
all construction operations (regardless of who performs the
work) and (b) such other of its own organizational resources
(supervision, management, and engineering services) as the
contracting officer determines is necessary to assure the
performance of the contract.
4. No portion of the contract shall be sublet, assigned or
otherwise disposed of except with the written consent of the
contracting officer, or authorized representative, and such
consent when given shall not be construed to relieve the
contractor of any responsibility for the fulfillment of the
contract. Written consent will be given only after the
contracting agency has assured that each subcontract is
evidenced in writing and that it contains all pertinent provisions
and requirements of the prime contract. (based on long-
standing interpretation of 23 CFR 635.116).
5. The 30-percent self-performance requirement of paragraph
(1) is not applicable to design-build contracts; however,
contracting agencies may establish their own self-performance
requirements. 23 CFR 635.116(d).
VII.
SAFETY: ACCIDENT PREVENTION
This provision is applicable to all Federal-aid construction
contracts and to all related subcontracts.
1. In the performance of this contract the contractor shall
comply with all applicable Federal, State, and local laws
governing safety, health, and sanitation (23 CFR Part 635).
The contractor shall provide all safeguards, safety devices and
protective equipment and take any other needed actions as it
determines, or as the contracting officer may determine, to be
reasonably necessary to protect the life and health of
employees on the job and the safety of the public and to
protect property in connection with the performance of the
work covered by the contract. 23 CFR 635.108.
2. It is a condition of this contract, and shall be made a
condition of each subcontract, which the contractor enters into
pursuant to this contract, that the contractor and any
subcontractor shall not permit any employee, in performance
of the contract, to work in surroundings or under conditions
which are unsanitary, hazardous or dangerous to his/her
health or safety, as determined under construction safety and
health standards (29 CFR Part 1926) promulgated by the
Secretary of Labor, in accordance with Section 107 of the
Contract Work Hours and Safety Standards Act (40 U.S.C.
3704). 29 CFR 1926.10.
3. Pursuant to 29 CFR 1926.3, it is a condition of this contract
that the Secretary of Labor or authorized representative
thereof, shall have right of entry to any site of contract
performance to inspect or investigate the matter of compliance
with the construction safety and health standards and to carry
out the duties of the Secretary under Section 107 of the
Contract Work Hours and Safety Standards Act (40 U.S.C.
3704).
VIII.
FALSE STATEMENTS CONCERNING HIGHWAY
PROJECTS
This provision is applicable to all Federal-aid construction
contracts and to all related subcontracts.
In order to assure high quality and durable construction in
conformity with approved plans and specifications and a high
degree of reliability on statements and representations made by
engineers, contractors, suppliers, and workers on Federal- aid
highway projects, it is essential that all persons concerned with
the project perform their functions as carefully, thoroughly, and
honestly as possible. Willful falsification, distortion, or
misrepresentation with respect to any facts related to the project
is a violation of Federal law. To prevent any misunderstanding
regarding the seriousness of these and similar acts, Form
FHWA-1022 shall be posted on each Federal-aid highway
project (23 CFR Part 635) in one or more places where it is
readily available to all persons concerned with the project:
18 U.S.C. 1020 reads as follows:
"Whoever, being an officer, agent, or employee of the United
States, or of any State or Territory, or whoever, whether a
person, association, firm, or corporation, knowingly makes any
false statement, false representation, or false report as to the
character, quality, quantity, or cost of the material used or to be
used, or the quantity or quality of the work performed or to be
performed, or the cost thereof in connection with the submission
of plans, maps, specifications, contracts, or costs of
construction on any highway or related project submitted for
approval to the Secretary of Transportation; or
Whoever knowingly makes any false statement, false
representation, false report or false claim with respect to the
character, quality, quantity, or cost of any work performed or to
be performed, or materials furnished or to be furnished, in
connection with the construction of any highway or related
project approved by the Secretary of Transportation; or
Whoever knowingly makes any false statement or false
representation as to material fact in any statement, certificate,
or report submitted pursuant to provisions of the Federal-aid
Roads Act approved July 11, 1916, (39 Stat. 355), as amended
and supplemented;
Shall be fined under this title or imprisoned not more than 5 years
or both."
FHWA-1273 – Revised October 23, 2023
FHWA – 1273
Page 11 of 14
IX.
IMPLEMENTATION OF CLEAN AIR ACT AND
FEDERAL WATER POLLUTION CONTROL ACT (42
U.S.C. 7606; 2
CFR 200.88; EO 11738)
This provision is applicable to all Federal-aid construction
contracts in excess of $150,000 and to all related subcontracts.
48 CFR 2.101; 2 CFR 200.327.
By submission of this bid/proposal or the execution of this
contract or subcontract, as appropriate, the bidder, proposer,
Federal-aid construction contractor, subcontractor, supplier, or
vendor agrees to comply with all applicable standards, orders or
regulations issued pursuant to the Clean Air Act (42 U.S.C.
7401-7671q) and the Federal Water Pollution Control Act, as
amended (33 U.S.C. 1251-1387). Violations must be reported to
the Federal Highway Administration and the Regional Office of
the Environmental Protection Agency. 2 CFR Part 200,
Appendix II.
The contractor agrees to include or cause to be included the
requirements of this Section in every subcontract, and further
agrees to take such action as the contracting agency may direct
as a means of enforcing such requirements. 2 CFR 200.327.
X. CERTIFICATION REGARDING DEBARMENT,
SUSPENSION, INELIGIBILITY AND VOLUNTARY
EXCLUSION
This provision is applicable to all Federal-aid construction
contracts, design-build contracts, subcontracts, lower-tier
subcontracts, purchase orders, lease agreements, consultant
contracts or any other covered transaction requiring FHWA
approval or that is estimated to cost $25,000 or more – as
defined in 2 CFR Parts 180 and 1200. 2 CFR 180.220 and
1200.220.
1. Instructions for Certification – First Tier Participants:
a. By signing and submitting this proposal, the prospective
first tier participant is providing the certification set out below.
b. The inability of a person to provide the certification set out
below will not necessarily result in denial of participation in this
covered transaction. The prospective first tier participant shall
submit an explanation of why it cannot provide the certification
set out below. The certification or explanation will be
considered in connection with the department or agency's
determination whether to enter into this transaction. However,
failure of the prospective first tier participant to furnish a
certification or an explanation shall disqualify such a person
from participation in this transaction. 2 CFR 180.320.
c. The certification in this clause is a material representation
of fact upon which reliance was placed when the contracting
agency determined to enter into this transaction. If it is later
determined that the prospective participant knowingly rendered
an erroneous certification, in addition to other remedies
available to the Federal Government, the contracting agency
may terminate this transaction for cause of default. 2 CFR
180.325.
d. The prospective first tier participant shall provide
immediate written notice to the contracting agency to whom
this proposal is submitted if any time the prospective first tier
participant learns that its certification was erroneous when
submitted or has become erroneous by reason of changed
circumstances. 2 CFR 180.345 and 180.350.
e. The terms "covered transaction," "debarred,"
"suspended," "ineligible," "participant," "person," "principal,"
and "voluntarily excluded," as used in this clause, are defined
in 2 CFR Parts 180, Subpart I, 180.900-180.1020, and 1200.
“First Tier Covered Transactions” refers to any covered
transaction between a recipient or subrecipient of Federal
funds and a participant (such as the prime or general contract).
“Lower Tier Covered Transactions” refers to any covered
transaction under a First Tier Covered Transaction (such as
subcontracts). “First Tier Participant” refers to the participant
who has entered into a covered transaction with a recipient or
subrecipient of Federal funds (such as the prime or general
contractor). “Lower Tier Participant” refers any participant who
has entered into a covered transaction with a First Tier
Participant or other Lower Tier Participants (such as
subcontractors and suppliers).
f. The prospective first tier participant agrees by submitting
this proposal that, should the proposed covered transaction be
entered into, it shall not knowingly enter into any lower tier
covered transaction with a person who is debarred,
suspended, declared ineligible, or voluntarily excluded from
participation in this covered transaction, unless authorized by
the department or agency entering into this transaction. 2
CFR 180.330.
g. The prospective first tier participant further agrees by
submitting this proposal that it will include the clause titled
"Certification Regarding Debarment, Suspension, Ineligibility
and Voluntary Exclusion-Lower Tier Covered Transactions,"
provided by the department or contracting agency, entering
into this covered transaction, without modification, in all lower
tier covered transactions and in all solicitations for lower tier
covered transactions exceeding the $25,000 threshold. 2 CFR
180.220 and 180.300.
h. A participant in a covered transaction may rely upon a
certification of a prospective participant in a lower tier covered
transaction that is not debarred, suspended, ineligible, or
voluntarily excluded from the covered transaction, unless it
knows that the certification is erroneous. 2 CFR 180.300;
180.320, and 180.325. A participant is responsible for
ensuring that its principals are not suspended, debarred, or
otherwise ineligible to participate in covered transactions. 2
CFR 180.335. To verify the eligibility of its principals, as well
as the eligibility of any lower tier prospective participants, each
participant may, but is not required to, check the System for
Award Management website (https://www.sam.gov/). 2 CFR
180.300, 180.320, and 180.325.
i. Nothing contained in the foregoing shall be construed to
require the establishment of a system of records in order to
render in good faith the certification required by this clause.
The knowledge and information of the prospective participant
is not required to exceed that which is normally possessed by
a prudent person in the ordinary course of business dealings.
j. Except for transactions authorized under paragraph (f) of
these instructions, if a participant in a covered transaction
knowingly enters into a lower tier covered transaction with a
person who is suspended, debarred, ineligible, or voluntarily
excluded from participation in this transaction, in addition to
other remedies available to the Federal Government, the
department or agency may terminate this transaction for cause
or default. 2 CFR 180.325.
* * * * *
FHWA-1273 – Revised October 23, 2023
FHWA – 1273
Page 12 of 14
2. Certification Regarding Debarment, Suspension,
Ineligibility and Voluntary Exclusion – First Tier
Participants:
a. The prospective first tier participant certifies to the best of
its knowledge and belief, that it and its principals:
(1) Are not presently debarred, suspended, proposed for
debarment, declared ineligible, or voluntarily excluded from
participating in covered transactions by any Federal
department or agency, 2 CFR 180.335;.
(2) Have not within a three-year period preceding this
proposal been convicted of or had a civil judgment rendered
against them for commission of fraud or a criminal offense in
connection with obtaining, attempting to obtain, or performing
a public (Federal, State, or local) transaction or contract under
a public transaction; violation of Federal or State antitrust
statutes or commission of embezzlement, theft, forgery,
bribery, falsification or destruction of records, making false
statements, or receiving stolen property, 2 CFR 180.800;
(3) Are not presently indicted for or otherwise criminally or
civilly charged by a governmental entity (Federal, State or
local) with commission of any of the offenses enumerated in
paragraph (a)(2) of this certification, 2 CFR 180.700 and
180.800; and
(4) Have not within a three-year period preceding this
application/proposal had one or more public transactions
(Federal, State or local) terminated for cause or default. 2
CFR 180.335(d).
(5) Are not a corporation that has been convicted of a felony
violation under any Federal law within the two-year period
preceding this proposal (USDOT Order 4200.6 implementing
appropriations act requirements); and
(6) Are not a corporation with any unpaid Federal tax liability
that has been assessed, for which all judicial and
administrative remedies have been exhausted, or have lapsed,
and that is not being paid in a timely manner pursuant to an
agreement with the authority responsible for collecting the tax
liability (USDOT Order 4200.6 implementing appropriations act
requirements).
b. Where the prospective participant is unable to certify to
any of the statements in this certification, such prospective
participant should attach an explanation to this proposal. 2
CFR 180.335 and 180.340.
* * * * *
3. Instructions for Certification - Lower Tier Participants:
(Applicable to all subcontracts, purchase orders, and other lower
tier transactions requiring prior FHWA approval or estimated to
cost $25,000 or more - 2 CFR Parts 180 and 1200). 2 CFR
180.220 and 1200.220.
a. By signing and submitting this proposal, the prospective
lower tier participant is providing the certification set out below.
b. The certification in this clause is a material representation
of fact upon which reliance was placed when this transaction
was entered into. If it is later determined that the prospective
lower tier participant knowingly rendered an erroneous
certification, in addition to other remedies available to the
Federal Government, the department, or agency with which
this transaction originated may pursue available remedies,
including suspension and/or debarment.
c. The prospective lower tier participant shall provide
immediate written notice to the person to which this proposal is
submitted if at any time the prospective lower tier participant
learns that its certification was erroneous by reason of
changed circumstances. 2 CFR 180.365.
d. The terms "covered transaction," "debarred,"
"suspended," "ineligible," "participant," "person," "principal,"
and "voluntarily excluded," as used in this clause, are defined
in 2 CFR Parts 180, Subpart I, 180.900 – 180.1020, and 1200.
You may contact the person to which this proposal is
submitted for assistance in obtaining a copy of those
regulations. “First Tier Covered Transactions” refers to any
covered transaction between a recipient or subrecipient of
Federal funds and a participant (such as the prime or general
contract). “Lower Tier Covered Transactions” refers to any
covered transaction under a First Tier Covered Transaction
(such as subcontracts). “First Tier Participant” refers to the
participant who has entered into a covered transaction with a
recipient or subrecipient of Federal funds (such as the prime or
general contractor). “Lower Tier Participant” refers any
participant who has entered into a covered transaction with a
First Tier Participant or other Lower Tier Participants (such as
subcontractors and suppliers).
e. The prospective lower tier participant agrees by
submitting this proposal that, should the proposed covered
transaction be entered into, it shall not knowingly enter into
any lower tier covered transaction with a person who is
debarred, suspended, declared ineligible, or voluntarily
excluded from participation in this covered transaction, unless
authorized by the department or agency with which this
transaction originated. 2 CFR 1200.220 and 1200.332.
f. The prospective lower tier participant further agrees by
submitting this proposal that it will include this clause titled
"Certification Regarding Debarment, Suspension, Ineligibility
and Voluntary Exclusion-Lower Tier Covered Transaction,"
without modification, in all lower tier covered transactions and
in all solicitations for lower tier covered transactions exceeding
the $25,000 threshold. 2 CFR 180.220 and 1200.220.
g. A participant in a covered transaction may rely upon a
certification of a prospective participant in a lower tier covered
transaction that is not debarred, suspended, ineligible, or
voluntarily excluded from the covered transaction, unless it
knows that the certification is erroneous. A participant is
responsible for ensuring that its principals are not suspended,
debarred, or otherwise ineligible to participate in covered
transactions. To verify the eligibility of its principals, as well as
the eligibility of any lower tier prospective participants, each
participant may, but is not required to, check the System for
Award Management website (https://www.sam.gov/), which is
compiled by the General Services Administration. 2 CFR
180.300, 180.320, 180.330, and 180.335.
h. Nothing contained in the foregoing shall be construed to
require establishment of a system of records in order to render
in good faith the certification required by this clause. The
knowledge and information of participant is not required to
exceed that which is normally possessed by a prudent person
in the ordinary course of business dealings.
i. Except for transactions authorized under paragraph e of
these instructions, if a participant in a covered transaction
knowingly enters into a lower tier covered transaction with a
person who is suspended, debarred, ineligible, or voluntarily
FHWA-1273 – Revised October 23, 2023
FHWA – 1273
Page 13 of 14
excluded from participation in this transaction, in addition to
other remedies available to the Federal Government, the
department or agency with which this transaction originated may
pursue available remedies, including suspension and/or
debarment. 2 CFR 180.325.
* * * * *
4. Certification Regarding Debarment, Suspension,
Ineligibility and Voluntary Exclusion--Lower Tier
Participants:
a. The prospective lower tier participant certifies, by
submission of this proposal, that neither it nor its principals:
(1) is presently debarred, suspended, proposed for
debarment, declared ineligible, or voluntarily excluded from
participating in covered transactions by any Federal
department or agency, 2 CFR 180.355;
(2) is a corporation that has been convicted of a felony
violation under any Federal law within the two-year period
preceding this proposal (USDOT Order 4200.6 implementing
appropriations act requirements); and
(3) is a corporation with any unpaid Federal tax liability that
has been assessed, for which all judicial and administrative
remedies have been exhausted, or have lapsed, and that is
not being paid in a timely manner pursuant to an agreement
with the authority responsible for collecting the tax liability.
(USDOT Order 4200.6 implementing appropriations act
requirements)
b. Where the prospective lower tier participant is unable to
certify to any of the statements in this certification, such
prospective participant should attach an explanation to this
proposal.
* * * * *
XI.
CERTIFICATION REGARDING USE OF CONTRACT
FUNDS FOR LOBBYING
This provision is applicable to all Federal-aid construction
contracts and to all related subcontracts which exceed
$100,000. 49 CFR Part 20, App. A.
1. The prospective participant certifies, by signing and
submitting this bid or proposal, to the best of his or her
knowledge and belief, that:
a. No Federal appropriated funds have been paid or will be
paid, by or on behalf of the undersigned, to any person for
influencing or attempting to influence an officer or employee of
any Federal agency, a Member of Congress, an officer or
employee of Congress, or an employee of a Member of
Congress in connection with the awarding of any Federal
contract, the making of any Federal grant, the making of any
Federal loan, the entering into of any cooperative agreement,
and the extension, continuation, renewal, amendment, or
modification of any Federal contract, grant, loan, or
cooperative agreement.
b. If any funds other than Federal appropriated funds have
been paid or will be paid to any person for influencing or
attempting to influence an officer or employee of any Federal
agency, a Member of Congress, an officer or employee of
Congress, or an employee of a Member of Congress in
connection with this Federal contract, grant, loan, or
cooperative agreement, the undersigned shall complete and
submit Standard Form-LLL, "Disclosure Form to Report
Lobbying," in accordance with its instructions.
2. This certification is a material representation of fact upon
which reliance was placed when this transaction was made or
entered into. Submission of this certification is a prerequisite
for making or entering into this transaction imposed by 31
U.S.C. 1352. Any person who fails to file the required certification
shall be subject to a civil penalty of not less than
$10,000 and not more than $100,000 for each such failure.
3. The prospective participant also agrees by submitting its
bid or proposal that the participant shall require that the
language of this certification be included in all lower tier
subcontracts, which exceed $100,000 and that all such
recipients shall certify and disclose accordingly.
XII.
USE OF UNITED STATES-FLAG VESSELS:
This provision is applicable to all Federal-aid construction
contracts, design-build contracts, subcontracts, lower-tier
subcontracts, purchase orders, lease agreements, or any other
covered transaction. 46 CFR Part 381.
This requirement applies to material or equipment that is
acquired for a specific Federal-aid highway project. 46 CFR
381.7. It is not applicable to goods or materials that come into
inventories independent of an FHWA funded-contract.
When oceanic shipments (or shipments across the Great Lakes)
are necessary for materials or equipment acquired for a specific
Federal-aid construction project, the bidder, proposer,
contractor, subcontractor, or vendor agrees:
1. To utilize privately owned United States-flag commercial
vessels to ship at least 50 percent of the gross tonnage
(computed separately for dry bulk carriers, dry cargo liners,
and tankers) involved, whenever shipping any equipment,
material, or commodities pursuant to this contract, to the
extent such vessels are available at fair and reasonable rates
for United States-flag commercial vessels. 46 CFR 381.7.
2. To furnish within 20 days following the date of loading for
shipments originating within the United States or within 30
working days following the date of loading for shipments
originating outside the United States, a legible copy of a rated,
‘on-board’ commercial ocean bill-of-lading in English for each
shipment of cargo described in paragraph (b)(1) of this section
to both the Contracting Officer (through the prime contractor in
the case of subcontractor bills-of-lading) and to the Office of
Cargo and Commercial Sealift (MAR-620), Maritime
Administration, Washington, DC 20590. (MARAD requires
copies of the ocean carrier's (master) bills of lading, certified
onboard, dated, with rates and charges. These bills of lading
may contain business sensitive information and therefore may
be submitted directly to MARAD by the Ocean Transportation
Intermediary on behalf of the contractor). 46 CFR 381.7.
FHWA-1273 – Revised October 23, 2023
FHWA – 1273
Page 14 of 14
ATTACHMENT A - EMPLOYMENT AND MATERIALS
PREFERENCE FOR APPALACHIAN DEVELOPMENT HIGHWAY
SYSTEM OR APPALACHIAN LOCAL ACCESS
ROAD CONTRACTS (23 CFR 633, Subpart B, Appendix B)
This provision is applicable to all Federal-aid projects funded
under the Appalachian Regional Development Act of 1965.
1. During the performance of this contract, the contractor
undertaking to do work which is, or reasonably may be, done
as on-site work, shall give preference to qualified persons who
regularly reside in the labor area as designated by the DOL
wherein the contract work is situated, or the subregion, or the
Appalachian counties of the State wherein the contract work is
situated, except:
a. To the extent that qualified persons regularly residing in
the area are not available.
b. For the reasonable needs of the contractor to employ
supervisory or specially experienced personnel necessary to
assure an efficient execution of the contract work.
c. For the obligation of the contractor to offer employment to
present or former employees as the result of a lawful collective
bargaining contract, provided that the number of nonresident
persons employed under this subparagraph (1c) shall not
exceed 20 percent of the total number of employees employed
by the contractor on the contract work, except as provided in
subparagraph (4) below.
2. The contractor shall place a job order with the State
Employment Service indicating (a) the classifications of the
laborers, mechanics and other employees required to perform
the contract work, (b) the number of employees required in
each classification, (c) the date on which the participant
estimates such employees will be required, and (d) any other
pertinent information required by the State Employment Service
to complete the job order form. The job order may be placed
with the State Employment Service in writing or by telephone.
If during the course of the contract work, the information
submitted by the contractor in the original job order is
substantially modified, the participant shall promptly notify the
State Employment Service.
3. The contractor shall give full consideration to all qualified
job applicants referred to him by the State Employment
Service. The contractor is not required to grant employment to
any job applicants who, in his opinion, are not qualified to
perform the classification of work required.
4. If, within one week following the placing of a job order by
the contractor with the State Employment Service, the State
Employment Service is unable to refer any qualified job
applicants to the contractor, or less than the number requested,
the State Employment Service will forward a certificate to the
contractor indicating the unavailability of applicants. Such
certificate shall be made a part of the contractor's permanent
project records. Upon receipt of this certificate, the contractor
may employ persons who do not normally reside in the labor
area to fill positions covered by the certificate, notwithstanding
the provisions of subparagraph (1c) above.
5. The provisions of 23 CFR 633.207(e) allow the
contracting agency to provide a contractual preference for the
use of mineral resource materials native to the Appalachian
region.
6. The contractor shall include the provisions of Sections 1
through 4 of this Attachment A in every subcontract for work
which is, or reasonably may be, done as on-site work.
June 2017
Federal Aid Attachment 9 – State Mandatory Addendum to FHWA-1273 Required Contract Provisions,
Page 1 of 1
Federal Aid Construction Contract as Amended or Supplemented
FEDERAL AID ATTACHMENT 9
This page left intentionally blank. See Federal Aid Project Attachment 8 – FHWA-1273.
June 2017
Federal Aid Attachment 10 – Federal Mandatory Equal Opportunity Language on Federal Aid Projects
Page 1 of 2
FEDERAL AID ATTACHMENT 10
FEDERAL MANDATORY EQUAL OPPORTUNITY LANGUAGE ON FEDERAL AID PROJECTS
(AUTHORITY SUBJECT TO 41 CFR 60-1.4 IN COMPLIANCE WITH 2 CFR PART 200 AND 2 CFR PART
200 APPENDIX II)
All Contractors regardless of the value of the contract shall have this mandatory clause with their
subcontractors:
The Contractor/Subcontractor hereby agrees that it will incorporate or cause to be incorporated into any contract
for construction work, or modification thereof, as defined in the regulations of the Secretary of Labor at 41 CFR
Chapter 60, which is paid for in whole or in part with funds obtained from the Federal Government or borrowed
on the credit of the Federal Government pursuant to a grant, contract, loan, insurance, or guarantee, or
undertaken pursuant to any Federal program involving such grant, contract, loan, insurance, or guarantee, the
following equal opportunity clause:
During the performance of this contract, the contractor agrees as follows:
(1) The contractor will not discriminate against any employee or applicant for employment because of
race, color, religion, sex, sexual orientation, gender identity, or national origin. The contractor will take
affirmative action to ensure that applicants are employed, and that employees are treated during
employment without regard to their race, color, religion, sex, sexual orientation, gender identity, or
national origin. Such action shall include, but not be limited to the following:
Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or
termination; rates of pay or other forms of compensation; and selection for training, including
apprenticeship. The contractor agrees to post in conspicuous places, available to employees and
applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination
clause.
(2) The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the
contractor, state that all qualified applicants will receive consideration for employment without regard
to race, color, religion, sex, sexual orientation, gender identity, or national origin.
(3) The contractor will not discharge or in any other manner discriminate against any employee or
applicant for employment because such employee or applicant has inquired about, discussed, or
disclosed the compensation of the employee or applicant or another employee or applicant. This
provision shall not apply to instances in which an employee who has access to the compensation
information of other employees or applicants as a part of such employee's essential job functions
discloses the compensation of such other employees or applicants to individuals who do not otherwise
have access to such information, unless such disclosure is in response to a formal complaint or
charge, in furtherance of an investigation, proceeding, hearing, or action, including an investigation
conducted by the employer, or is consistent with the contractor's legal duty to furnish information.
(4) The contractor will send to each labor union or representative of workers with which 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.
(5) The contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of
the rules, regulations, and relevant orders of the Secretary of Labor.
(6) The contractor will furnish all information and reports required by Executive Order 11246 of September
24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and
will permit access to his books, records, and accounts by the administering agency and the Secretary
of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders.
June 2017
Federal Aid Attachment 10 – Federal Mandatory Equal Opportunity Language on Federal Aid Projects
Page 2 of 2
(7) In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or
with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or
suspended in whole or in part and the contractor may be declared ineligible for further Government
contracts or federally assisted construction contracts in accordance with procedures authorized in
Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and
remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation,
or order of the Secretary of Labor, or as otherwise provided by law.
(8) The contractor will include the portion of the sentence immediately preceding paragraph (1) and the
provisions of paragraphs (1) through (8) in every subcontract or purchase order unless exempted by
rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive
Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor
or vendor. The contractor will take such action with respect to any subcontract or purchase order as
the administering agency may direct as a means of enforcing such provisions, including sanctions for
noncompliance:
Provided, however, that in the event a contractor becomes involved in, or is threatened with, litigation
with a subcontractor or vendor as a result of such direction by the administering agency, the contractor
may request the United States to enter into such litigation to protect the interests of the United States.
The applicant further agrees that it will be bound by the above equal opportunity clause with respect
to its own employment practices when it participates in federally assisted construction work: Provided,
That if the applicant so participating is a State or local government, the above equal opportunity clause
is not applicable to any agency, instrumentality or subdivision of such government which does not
participate in work on or under the contract.
The applicant agrees that it will assist and cooperate actively with the administering agency and the
Secretary of Labor in obtaining the compliance of contractors and subcontractors with the equal
opportunity clause and the rules, regulations, and relevant orders of the Secretary of Labor, that it will
furnish the administering agency and the Secretary of Labor such information as they may require for
the supervision of such compliance, and that it will otherwise assist the administering agency in the
discharge of the agency's primary responsibility for securing compliance.
The applicant further agrees that it will refrain from entering into any contract or contract modification
subject to Executive Order 11246 of September 24, 1965, with a contractor debarred from, or who
has not demonstrated eligibility for, Government contracts and federally assisted construction
contracts pursuant to the Executive Order and will carry out such sanctions and penalties for violation
of the equal opportunity clause as may be imposed upon contractors and subcontractors by the
administering agency or the Secretary of Labor pursuant to Part II, Subpart D of the Executive Order.
In addition, the applicant agrees that if it fails or refuses to comply with these undertakings, the
administering agency may take any or all of the following actions: Cancel, terminate, or suspend in
whole or in part this grant (contract, loan, insurance, guarantee); refrain from extending any further
assistance to the applicant under the program with respect to which the failure or refund occurred
until satisfactory assurance of future compliance has been received from such applicant; and refer
the case to the Department of Justice for appropriate legal proceedings.
FEDERAL AID ATTACHMENT 11
BYRD ANTI-LOBBYING CERTIFICATION
Pursuant to 31 USC 1352 and 49 CFR part 21, Contractor and all subcontractors are required to comply with
this Attachment. Contractor and all subcontractors shall be responsible to fill out Disclosure of Lobbying
Activities Standard Form – LLL (as contained in this Attachment) and report it to the NJDOT Contract
Compliance Unit for appropriate disclosure to the Federal Government.
All Contracts and subcontracts over $100,000 shall require the following mandatory language in every contract:
The undersigned certifies, to the best of his or her knowledge and belief, that:
1.
No federal appropriate funds have been paid or will be paid, by or on behalf of the undersigned, to
any person for influencing or attempting to influence an officer or employee of an agency, a Member
of Congress, an officer or employee of Congress, or an employee of a Member of Congress in
connection with the awarding of any Federal contract, the making of any Federal grant, the making of
any Federal loan, the entering into of any cooperative agreement, and the extension, continuation,
renewal, amendment or modification of any Federal contract, grant, loan, or cooperative agreement.
2.
If any funds other than Federal appropriated funds have been paid or will be paid to any person for
influencing or attempting to influence an officer or employee of any agency, a Member of Congress,
or any employee of a Member of Congress in connection with this Federal contract, grant, loan or
cooperative agreement, the undersigned shall complete and submit Disclosure of Lobbying Activities
Standard Form – LLL (Federal Aid Attachment Form 11) in accordance with its instructions.
3.
The undersigned shall require that the language of this certification be included in the award
documents for all subawards at all tiers (including subcontracts, subgrants, and contracts under
grants, loans, and cooperative agreements) and that all subrecipients shall certify and disclose
accordingly.
This certification is a material representation of fact upon which reliance was placed when the
transaction was made or entered into. Submission of this certification is a prerequisite for making or
entering into this transaction imposed by section 1352, title 31, U.S. Code. Any person who fails to
file the required certification shall be subject to a civil penalty of not that $10,000 and not more than
$100,000 for each such failure.
Pt. 21, App. B
31 CFR Subtitle A (7–1–10 Edition)
APPENDIX B TO PART 21—DISCLOSURE FORM TO REPORT LOBBYING
Office of the Secretary of the Treasury Pt. 21, App. B
Pt. 21, App. B
31 CFR Subtitle A (7–1–10 Edition)
2018 SRTS – Downtown Connection Phase I
Borough of High Bridge, Hunterdon County
Federal Project No. D00S650
NJDOT Project No. 6306423
APPENDIX B
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2018 SRTS – Downtown Connection Phase I
Borough of High Bridge, Hunterdon County
Federal Project No. D00S650
NJDOT Project No. 6306423
APPENDIX E
CC-257R - Monthly Employment Utilization
Electronic Reporting Information
CC-257R Reporting Information (Revised 10/11/19)
Page 1 of 2
New Jersey Department of Transportation
Division of Civil Rights & Affirmative Action
Monthly Employment Utilization CC-257R Electronic Reporting Information
Reporting of workforce information via Form CC-257R is now available on the internet through the New
Jersey portal at https://www.nj.gov
To access this application, you need: 1) to be registered with the New Jersey Portal (My NewJersey); and 2)
to receive an authorization code (via email) that will provide you with the link to the application.
If you already have a portal account, DO NOT register again.
The instructions below explain the registration process for a portal account. Please follow these instructions
carefully.
New Jersey Portal Registration Instructions
If you have already registered on the New Jersey portal and need to enter an Authorization Code for a new
application, go to https://www.nj.gov and follow the instructions beginning at Step 7 below.
1. Open an Internet browser and type https://www.nj.gov in the address box and press <Enter>
2. At the top left (under the “Home” tab) are the “Login” and “Register” boxes for the portal
3. Click on “Register”
4. In the dialog box entitled “Create Your My New Jersey Account,” enter a Logon ID and Password of
your choosing and the rest of the requested information. Be sure to include a challenge question and
valid email address in case you forget your password. (This is the account your Portal password will
be sent to if you forget it. You will not be able to get into the application if you do not log onto the
Portal)
5. Now that you have created your account, logout. The next step is to verify the existence of your new
account.
6. Log in your account using your newly created Logon ID and Password.
Activating Authorization Code
Authorization codes will be sent via email under separate cover, after you have emailed the following to
trnsport@dot.nj.gov:
1. Company Name
2. Email Address for company Official or CEO
3. Company’s Federal Identification Number
4. Contact Person’s Name (this should be the person who registered the account and will be logging
on and supplying the requested employment data)
5. Contact Person’s email address
CC-257R Reporting Information (Revised 10/11/19)
Page 2 of 2
Monthly Employment Utilization CC-257R Electronic Reporting Instructions - continued
Once you receive the code, follow the instructions below to access the CC-257R reporting program.
6. Once logged into the Portal, select “Enter Authorization Code.”
7. Follow the instructions carefully. Type the code in the text box labeled, “Enter your authorization
code” and click the “Finished” button. Note that the code is case sensitive.
8. The system will log you out.
9. Log into your account. Your new application will have a link under the NJDOT heading.
Please Note
1. Federal Executive Order 11246 requires workforce reporting to be completed monthly by both prime
and subcontractors.
2. The prime contractor submits a report for its total workforce and is responsible for ensuring that its
subcontractors submit their respective reports.
3. These reports are to be submitted by the 10th day of each month during the term of the contract, and
include the total work hours for each employee classification in each trade in the covered area for the
monthly reporting period.
4. The state job number (CE#) specific to the project is the unique identifier needed for reporting, and
inserted in the Job Number field.
5. Each report should be based on a calendar month, starting on the 1st, and ending on the last day of the
month being reported.
Also Note:
1. Under no circumstances should you give your authorization code to another user. This code has been
personalized for your particular need.
2. Questions concerning the workforce report should be directed to the NJDOT, Division of Civil
Rights/Affirmative Action at (609) 963-2047.
3. Questions concerning the request for authorization code should be directed to NJDOT's
AASHTOWare Support Staff - Ryan DelGrande at (609) 963-1868.
4. For problems with system errors, please contact Marc Dorsch at (609) 963-2425.
2018 SRTS – Downtown Connection Phase I
Borough of High Bridge, Hunterdon County
Federal Project No. D00S650
NJDOT Project No. 6306423
APPENDIX F
ADA LINKS
• DOJ’s 2010 ADA Standards
o https://www.ada.gov/2010ADAstandards_index.htm
• NJDOT STANDARD CONSTRUCTION DETAILS – ROADWAY 2
o CD-606-1; CD-606-2; CD-606-3; CD-606-4
o https://www.state.nj.us/transportation/eng/CADD/v8/
2018 SRTS – Downtown Connection Phase I
Borough of High Bridge, Hunterdon County
Federal Project No. D00S650
NJDOT Project No. 6306423
APPENDIX G
Debarred List
2018 SRTS – Downtown Connection Phase I
Borough of High Bridge, Hunterdon County
Federal Project No. D00S650
NJDOT Project No. 6306423
APPENDIX H
Advisory Notice to All Bidders
Removed from Contract based on
NJDOT Guidance
2018 SRTS – Downtown Connection Phase I
Borough of High Bridge, Hunterdon County
Federal Project No. D00S650
NJDOT Project No. 6306423
APPENDIX I
NJDEP FHA IP
and
Hunterdon County Soil Conservation District Certification & Plans
CONFIDENTIALITY NOTE
The information contained in this facsimile message is privileged and confidential information intended only for use of the individual or entity named
above and others who have been specifically authorized to receive it. If you have received this communication in error, please notify us immediately by
telephone. Any dissemination, distribution or copying of this communication is strictly prohibited.
Greenman-Pedersen, Inc. 520 U.S. Highway 22, Suite 200 Bridgewater, NJ 08807 p 908-236-9001
An Equal Opportunity Employer
TO:
VIA FedEx
Attention: Michael DePalma
Hunterdon County Soil
Conservation District
387 Pittstown Road
Frenchtown, NJ 08825
WE ARE SENDING YOU Attached Under separate cover
via the following items:
Shop drawings
Prints
Plans
Samples
Specifications
Copy of letter
Change order
COPIES
DATE
NO.
DESCRIPTION
1
June 2025
SCD application with attachments
4
June 2025
SESC permit plans
1
June 2025
Contract plans for SESC
*See remarks regarding Check #11565 previously sent
THESE ARE TRANSMITTED as checked below:
For approval
Approved as submitted
Resubmit copies for approval
For your use
Approved as noted
Submit copies for distribution
As requested
Returned for corrections
Return corrected prints
For review and comment
FOR BIDS DUE
PRINTS RETURNED AFTER LOAN TO US
REMARKS: Attached please find our application for SESC plan certification. The check (#11565) dated
2/18/25 was previously sent by Borough of High Bridge.
If you have any questions, please don’t hesitate to call me at 908-236-9001 or email me at
bkelly@gpinet.com
COPY TO:
File
Hunterdon County SCD
SIGNED:
BRANDON KELLY___________
DATE: 06/18/2025
JOB NO: NJX- 2021671.01
ATTENTION: Michael DePalma
RE: FY 2018 SRTS-High Bridge Downtown
Connection FD
Hunterdon County SCD Application
0.69
0.23
0.0
HUNTERDON COUNTY SOIL CONSERVATION DISTRICT
687 Pittstown Road, Frenchtown, NJ 08825
Phone: 908-788-9466
SOIL EROSION AND SEDIMENT CONTROL ACT
NEW JERSEY CHAPTER 251, P.L. 1975
FEE SCHEDULE
A. SINGLE-FAMILY/SINGLE-FAMILY SUBDIVISION (detached single-family on a single lot)
Review & Certification Fee*
PLUS
Inspection Fee
1 - 3 lots = $ 425.00
+
$375.00 per lot
4 - 8 lots = $ 825.00
+
$375.00 per lot
9 - 15 lots = $1,025.00
+
$375.00 per lot
16 - 25 lots = $1,375.00
+
$275.00 per lot
26 - 50 lots = $1,525.00
+
$275.00 per lot
51 –75 lots = $2,025.00
+
$175.00 per lot
76 plus lots = $2,525.00
+
$175.00 per lot
+ plus $35/lot for each lot over 75
B. SITE PLANS (commercial, industrial, parking lots, pipelines, utilities, roads, public facilities,
detention/retention structures, land grading, excavations, filling, landfills and demolitions)
Review & Certification Fee*
PLUS
Inspection Fee
Disturbed acreage: rounded to the nearest full acre of disturbance
5,000 sq. ft. to 1 ac.
$ 575.00
+
$400.00
1.1 ac. to 2 ac. $ 575.00
+
$800.00
3 ac. - 5 ac. $ 825.00
+
$400.00 per acre
6 ac. - 10 ac .
$1,025.00
+
$300.00 per acre
11 ac. - 20 ac. $1,375.00
+
$300.00 per acre
21 ac. - 50 ac. $1,525.00
+
$200.00 per acre
51 ac. - 75 ac. $2,025.00
+
$200.00 per acre
76 plus acres $2,525.00
+
$200.00 per acre
+ plus $35/ac. for each acre over 75
C. MULTI-FAMILY/MULTI-UNIT (apartments, condominiums, building complexes, townhouses, etc.),
Review & Certification Fee*
PLUS
Inspection Fee
Disturbed acreage: rounded to the nearest full acre of disturbance
5,000 sq. ft. to 1 ac.
$ 575.00
+
$400.00
2 ac. - 5 ac. $ 825.00
+
$400.00 per acre
6 ac. - 10 ac
$1,025.00
+
$400.00 per acre
11 ac. - 20 ac. $1,375.00
+
$400.00 per acre
21 ac. - 50 ac. $1,525.00
+
$300.00 per acre
51 ac. - 75 ac. $2,025.00
+
$300.00 per acre
76 plus acres $2,525.00
+
$300.00 per acre
+ plus $35/ac. for each acre over 75
NOTES: 1. For fee calculation, all acreage is based on disturbed area and rounded to the nearest whole acre. 2. If a project is a
combination of single family, site plan, and/or multi-family, the fee is to be calculated using each applicable category. 3. All Fees (review,
certification, and inspection,) are payable in full at the time of application. 4. The above fees are initial project fees. All projects receive
periodic cost review (See item H. on reverse side).
Effective 1/14/08
*Includes $25 Administrative charge for State Soil Conservation Committee staffing Revised 4/15/10 (SSCC Fee) OVER ⇒
2018 High Bridge
SRTS
Anticipated Permit
Fee: $975.00
= $975.00
D. RETURN CHECK FEE:
A $35.00 fee will be charged for any check that fails to properly clear through the bank. No further approvals, inspections,
or other work shall continue on the project until the fee is fully paid.
E. CERTIFICATION OF MAJOR REVISIONS:
Submit the Review and Certification Fee from front page of this fee schedule (whichever category is applicable).
F. ANNUAL REVIEW OF MINING & QUARRYING OPERATION:
For plan review and certification of minor changes to the certified plan, where needed, and site inspection of mining and
quarrying activities which are required by municipal ordinance to receive an annual mining or quarrying permit renewal.
The Annual Fee is $385.
G. NON-COMPLIANCE FEE:
An additional fee of $125 per inspection will be assessed on those sites where additional inspections are required as a
result of non-compliance with the approved plan. This also includes projects that have not informed the District of project
start or for each additional inspection after a requested Report of Compliance inspection has been performed.
No Report of Compliance will be issued until all non-compliance fees assessed by the District are paid in full. Any
existing balance (excess) of inspection fees will be credited against non-compliance fees due. In the event imposition of
these fees is necessary, the applicant will be notified immediately.
H. PERIODIC FEE/COST ANALYSIS:
The District will evaluate all projects periodically to determine if the District costs for review and inspection have exceeded
the original fee. An additional fee will be based on uncompleted portion(s) of the project. If the original fee has been utilized
or if it is not in concurrence with the present fee schedule, the applicant will be notified immediately that additional fees will
be assessed as they relate to the additional services provided. This fee, based on the District costs to complete review and/or
inspections (as per this fee schedule), is payable immediately upon receipt and prior to issuance of a Report of Compliance
and/or any further approvals. If the fee is not received within a 30-day period, the project will be placed under a Stop
Construction Order and/or the District's certification of the project will be expired depending on time period. A fee of $132
per hour will be assessed for review work and $125 for each additional inspection. The District, upon request, will
provide the basis for when the fees have been consumed. NOTE: Above rates will be utilized for projects requesting pre-
application assistance and/or request for waivers (one hour minimum).
J. RECERTIFICATION OF MINOR REVISIONS AND/OR RESUBMISSION FEE FOR
PLANS WITHDRAWN OR DENIED:
A fee of $295 shall be assessed for review and certification of minor changes to a certified plan or for minor changes to a
plan previously withdrawn or denied. A revision fee of $295 per lot shall be assessed for each individual lot Soil Erosion
& Sediment Control/Grading Plan certification.
K. STOP CONSTRUCTION ORDER REIMBURSEMENT COST FEES:
In the event that the District must issue a Stop Construction Order during construction of the project, an additional fee to
cover the reimbursement of legal, administrative and certification/inspection costs shall be charged to the owner/applicant.
Such fees will be based upon current net hourly salary rates of applicable District officials and are calculated on the
number of hours expended on the project in addition to any legal fees starting with the date the violation occurs. "Net"
hourly salary means actual costs to the District and does not include public funds. All fees must be paid to the District
within ten days of the rescission of the Stop Construction Order or the Stop Construction Order will be reinstated. The
applicant will be notified of the cost in a letter from the District. Upon request, an itemized breakdown of District
expenses will be furnished.
In the event of a violation of the requirements of the Soil Erosion and Sediment Control act, including but not limited to
failure to submit a plan or failure to comply with the provisions of a certified plan, additional fees will be assessed by the
District for additional costs incurred and shall be paid by the applicant prior to the issuance of a Report of Compliance for
the project. Such costs shall include any legal and administrative costs incurred by the District for such enforcement
action.
Effective 1/14/08 Revised 4/15/10 (SSCC Fee)
1
8
SEDIMENT CONTROL CERTIFICATION
PLANS FOR SOIL EROSION AND
TOTAL LENGTH OF FEDERAL PROJECT = 1,036 LIN. FT. OR 0.20 MILES
SHEET NO.
DESCRIPTION
INDEX OF SHEETS
TRAFFIC CONTROL AND STAGING NOTES
SEDIMENT CONTROL PLANS
ENVIRONMENTAL, SOIL EROSION &
CONSTRUCTION PLANS
CONSTRUCTION LEGEND
KEY
8
3
2
1
4-7
6/17/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
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4:29:34 PM
TIME:
6/17/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
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4:29:34 PM
TIME:
PLANS OF
SCALES AS INDICATED
KEY MAP
SCALE IN FEET
0
1,000
2,000
500
1,000
AS AMENDED BY THE SPECIAL PROVISIONS TO GOVERN
2019 NJDOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION
AT THE OFFICE OF THE CONSULTANT
FILED AT THE DEPARTMENT WITH THOSE FILED
DETERMINED BY COMPARISON OF THE PLANS
SIGNATURE BY THE CONSULTANT MAY BE
CHANGES MADE TO THESE PLANS SINCE
CATEGORIES
PROJECT
NON-NHS
STATE
FEDERAL PROJECT NO.
N.J.
CURB RAMPS AND SIDEWALK IMPROVEMENTS
RARITAN VALLEY LINE
L - (BRIDGE STREET)
L - (CENTRAL AVENUE)
L - (UNION AVENUE)
L - (HART STREET)
HIGHWAY TYPE:
BOROUGH OF HIGH BRIDGE
HUNTERDON COUNTY
Borough of High Bridge
JUNE 2025
XX-XXXX(XX)
DOWNTOWN CONNECTION PHASE I
2018 - SAFE ROUTES TO SCHOOL -
New Jersey Professional Engineer License No. 24GE03468200
Date
Judith G. Bowen
Certification of Authorization No. 24GA27959500
Greenman-Pedersen Inc.
RARITAN VALLEY LINE
BOROUGH
HIGH BRIDGE
BOROUGH
GLEN GARDNER
TOWNSHIP
CLINTON
W MAIN STREET
M AIN STREET
ABANDONED LINE
WASHINGTON AVE
JERICHO ROAD
CREGAR ROAD
LAKE SOLITUDE
31
TOWNSHIP
UNION
RESERVOIR
SPRUCE RUN
COUNTY
513
HUNTERDON
LATITUDE: 40° 39' 57.4"
LONGITUDE: -74° 53' 46.8"
MID-POINT OF PROJECT
HART STREET \ STA. 0+21
NO. XX-XXXX(XX)
BEGIN FEDERAL PROJECT
CENTRAL AVE \ STA. 19+66
NO. XX-XXXX(XX)
END FEDERAL PROJECT
6/17/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
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TIME:
6/17/2025
DATE:
GREENMAN-PEDERSEN, INC.
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2:15:27 PM
TIME:
BY
REVISION
C'K'D
DATE
GREENMAN-PEDERSEN, INC.
CERTIFICATION OF AUTHORIZATION NO. 24GA27959500
STATE
FEDERAL PROJECT NO.
N.J.
NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE03468200
JUDITH G. BOWEN
BOROUGH OF HIGH BRIDGE
DOWNTOWN CONNECTION
FY 2018 SRTS HIGH BRIDGE
XX-XXXX(XX)
DATE: JUNE 17, 2025
SEDIMENT CONTROL CERTIFICATION
PLANS FOR SOIL EROSION AND
Shoulders
(F) (C)
(C) (F)
Property Line
Twp., City, County Lines
Water Main (Size)
Gas Main (Size)
Telephone Conduit
(SIZE & TYPE)
Base Line
Curbs
Beam Guide Rail
Reset Beam Guide Rail
(Over 30" - Draw to Size)
NEW JERSEY DEPARTMENT OF TRANSPORTATION STANDARD LEGEND
Existing
PROPOSED
Electric Conduit (Highway or Utility)
Pavements (Concrete or Bituminous)
Existing R.O.W. Line
PROPOSED R.O.W. LINE
Right of Way Lines (Access Permitted)
Right of Way Lines (No Access)
Reset Fence
Noise Walls
Wetland Limit Line
Silt Fence
Sanitary Sewers or Storm Drains
Easements
Railroad Tracks
Square Frame, Circular Cover
New Manhole Casting,
C.M. Headwall
R.C. End Section or
Headwalls
Headwalls & Aprons
Water Gate Valves
Reset Water Gate Valves
Gas Gate Valves
Reset Gas Gate Valves
Hydrants
Reset Hydrants
Utility Pole (Type & Number)
Temporary Utility Pole
Traffic Signal
Junction Box
Fiber Optic Junction Box
Junction Box Foundation
Signs
Beam Guide Rail Anchorages
Vertical Panels
Ditch
DITCH
Ditches
Linear Features
(Inlets or Manholes)
Reset
(Inlets or Manholes)
Reconstructed
Inlets (Label Type)
Manholes (Label Type or Utility)
PROP. R.O.W. & NO ACCESS LINE
Decidous Tree (Size, Kind)
Evergreens
Bush
Hedges
High Point
Low Point
Items With No Alternate
OR
Alternate Items
(M) = Metal
(C) = Concrete
For Alternate Pipe Items
PARCEL
Bridge Appoach Slabs and Transition Slabs
ABBREVIATIONS USED IN THIS CONTRACT
GENERAL NOTES:
Tree Line
Double Reference Codes
Bridge
Proposed
PROFILE
LEVEL LINE
+ %
- %
(Size & Type)
(Inlet or Manhole)
Cast Iron Extension (Frame or Ring)
Cable TV
Fiber Optic
Swamp
Monuments
ROW Monument (ROW Control Points)
Inlets (Type ES)
Guide Rail End Terminals
B.M.
B.T.
GR.
HT.
HYD.
INV.
BASELINE
BENCH MARK
BELL TELEPHONE
BITUMINOUS
GRATE
HEIGHT
HYDRANT
INVERT
JUNCTION BOX
H.W.
R
RADIUS
REINFORCED CONCRETE CULVERT PIPE
REINFORCED CONCRETE PIPE
RIGID METALLIC CONDUIT
RIGID NON-METALLIC CONDUIT
RIGHT OF WAY
ROW, R.O.W.
RCCP, R.C.C.P.
RCP, R.C.P.
RMC, R.M.C.
RNMC, R.N.M.C.
IP
IRON PIN
PROP.
POINT ON CURVE
POINT ON LINE
POINT ON TANGENT
PROPOSED
POINT OF TANGENCY
POINT OF VERTICAL INTERSECTION
POINT OF VERTICAL TANGENCY, PAVEMENT
POT, P.O.T.
PK
POC, P.O.C.
POL, P.O.L.
PT, P.T.
PVC, P.V.C.
PVI, P.V.I.
PVT, P.V.T.
PARKER KAYLON MASONRY NAIL
POLYVINYL CHLORIDE PIPE,
POINT OF VERTICAL CURVATURE
DE
DIAMETER
DROP CURB
DITCH EXCAVATION
D, DIA.
D.C.
DH
DRILL HOLE
CONC.
CONCRETE
STY.
T
TEL.
TEMP.
TYP.
WM
STORY
TANGENT
TELEPHONE
TEMPORARY
THICK
TYPICAL
UTILITY POLE
VARIABLE, VARIES
WATER METER
UP, U.P.
THK., TH.
W.C.V.C.
HEADWALL
EASTBOUND, WESTBOUND
NORTHBOUND, SOUTHBOUND
AH., BK.
AHEAD, BACK
CENTERLINE
CAST IRON PIPE
CORRUGATED METAL PIPE
CULV.
CULVERT
DEP., DP
DEPRESSED CURB
DWY
DRIVEWAY
EL., ELEV.
ELEVATION
LIMIT OF PAVEMENT (PAVING)
LIMIT OF MILLING
M.B.
MAILBOX
M.P.
MAX.
MAXIMUM
MIN.
MINIMUM
MILE POST
LEFT, RIGHT
LT., RT.
NOT TO SCALE
PERF.
PERFORATED
PROFILE GRADE LINE
ROUTE
SIDEWALK
SHOULDER
SUBBASE OUTLET DRAIN
TBA
TO BE ABANDONED
TBR
TO BE REMOVED
X-SECT
CROSS SECTION
SURVEY LINE
C.M.P.
C.I.P.
J.B.
N.T.S.
S.O.D.
P.G.L.
PROPERTY LINE, PROFILE LINE
BIT., BITUM.
E.B., W.B., N.B., S.B.
L.O.P.
L.O.M.
Bench Mark
Borings (Boring Number)
BLDG.
BUILDING
EXIST.
EXISTING
PAV'T.
PAVEMENT
PRC, P.R.C.
POINT OF REVERSE CURVE
RTE., RT.
SAN.
SANITARY
S.H.D.
STATE HIGHWAY DEPARTMENT
SDWK.
Fence (Size & Type)
NO.
NUMBER
of Building to be Demolished
Demolition No. & Parcel No.
Concrete Surface Courses
Removal of Concrete Base Course &
Paid for Under Clearing Site
Building to be Removed &
Slopes (Cut & Fill)
R.R.
RAILROAD
Topographical Features
PROPOSED
Existing
"ES"
"ES"
Topographical Features
PROPOSED
Existing
Miscellaneous Symbols
B.M.
\
\
|
\, B.L.
{, C.L.
|, P.L.
}, S.L.
Boring Number
BORING NUMBER
TEST HOLE NUMBER
Existing R.O.W. & No Access Line
6
10
5
9
TEMP
J.B.
J.B.
J.B.
J.B. & Light
W
Mon.
Hyd.
G
F
F
S
Test Hole
Test Hole Number
U.O.N.
EACH FACE
E.F.
F.F.
FRONT FACE
R.F.
REAR FACE
BTWN.
BETWEEN
CONST.
CONSTRUCTION
JT.
JOINT
OFF.
OFFSET
RE
NJDOT RESIDENT ENGINEER
N.J. State Plane Ground Coordinates
T.RB&C
TRAVERSE REBAR AND CAP
T.MN&S
TRAVERSE MAG NAIL & DISC (SHINER)
AUXILIARY
ABAN.
ABANDONED
AUX.
WHITE CONCRETE
VERTICAL CURB
UNLESS OTHERWISE
NOTED
UNDERDRAIN
U.D.
NJDEP
ENVIRONMENTAL PROTECTION
CONSTRUCTION LEGEND
CL-1
CL-1
NEW JERSEY DEPARTMENT OF
Micro-Milling and Micro-Surfacing
Milling and Paving
VAR, VAR.
SHLD, SHLD.
CONSTRUCTION DETAILS
DTL
CROSS SECTIONS
X
METHOD OF CROSS SECTIONS
MS
TRAFFIC SIGNING AND STRIPING PLANS
TSS
TRAFFIC CONTROL AND STAGING PLANS
TC
GRADES
G
TIES
T
PROFILES
P
CURB RAMP LAYOUT DETAIL
ADA
ENVIRONMENTAL, SOIL EROSION & SEDIMENT CONTROL PLANS
EP
CONSTRUCTION PLANS
C
CONSTRUCTION LEGEND
CL
PLAN SHEET INDEX
PSI
TYPICAL SECTIONS
TS
ESTIMATE AND DISTRIBUTION OF QUANTITIES - ROADWAY
EDQ
LEGEND, SEE EP SHEETS.
FOR ENVIRONMENTAL, SOIL EROSION & SEDIMENT CONTROL
5.
UTILITIES IN THE AREA OF PROPOSED EXCAVATION.
EXACT TYPE, LOCATION, AND CONFIGURATION OF UNDERGROUND
REQUIREMENTS AND MAKING THEIR OWN DETERMINATION OF THE
CONTRACTOR IS RESPONSIBLE FOR FOLLOWING STATE ONE-CALL
GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE
INFORMATION UNLESS OTHERWISE NOTED, AND ARE NOT
QUALITY LEVEL D (QL-D) AND QUALITY LEVEL C (QL-C)
UNDERGROUND UTILITIES SHOWN ON PLANS ARE BASED ON
4.
OTHERWISE SHOWN.
STATIONS AND OFFSETS SHOWN TO NEAREST BASELINE UNLESS
3.
VERIFY PROPOSED ELEVATIONS.
SURVEY EDGE OF ROAD PRIOR TO WIDENING OF ROADWAY TO
2.
SEE TIE SHEETS FOR PROJECT DATUM DESCRIPTIONS.
1.
2
8
6/17/2025
DATE:
GREENMAN-PEDERSEN, INC.
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TIME:
6/17/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
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2:15:30 PM
TIME:
0
30' 20' 10'
30'
60'
BY
REVISION
C'K'D
DATE
GREENMAN-PEDERSEN, INC.
CERTIFICATION OF AUTHORIZATION NO. 24GA27959500
STATE
FEDERAL PROJECT NO.
N.J.
NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE03468200
JUDITH G. BOWEN
BOROUGH OF HIGH BRIDGE
DOWNTOWN CONNECTION
FY 2018 SRTS HIGH BRIDGE
3
BOROUGH OF HIGH BRIDGE
COUNTY OF HUNTERDON
8
BOROUGH OF HIGH BRIDGE
COUNTY OF HUNTERDON
C-1
C-1
CONSTRUCTION PLANS
BOROUGH OF HIGH BRIDGE
COUNTY OF HUNTERDON
XX-XXXX(XX)
SEDIMENT CONTROL CERTIFICATION
PLANS FOR SOIL EROSION AND
DATE: JUNE 17, 2025
6/17/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
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2:15:30 PM
TIME:
6/17/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\Drainage\Permit Plans\SCD Certification\03_C-1P.sht
2:15:30 PM
TIME:
0
30' 20' 10'
30'
60'
GREENMAN-PEDERSEN, INC.
CERTIFICATION OF AUTHORIZATION NO. 24GA27959500
STATE
FEDERAL PROJECT NO.
N.J.
NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE03468200
JUDITH G. BOWEN
BOROUGH OF HIGH BRIDGE
DOWNTOWN CONNECTION
FY 2018 SRTS HIGH BRIDGE
Bridge Street
Post
TR-107
a
b
a
a
b
c
24" RCP
24" RCP
24" RCP
a
Bridge Street
Hyd.
(Lid Welded Shut)
Rim=315.50'
W
W
W
W
San. M.H.
W
Guy
STA 30+00.00
POB
STA 31+26.42
POE
STA 20+00.00
PI
STA 21+90.13
PC
M.B.
West Main Street
Hart Street
Union Ave.
Central Ave.
Hart Street
M.B.
M.B.
M.B.
M.B.
Valves
Oil Fill
M.B.
GPS-1
TR-105
TR-104
TR-103
TR-102
TR-101
TR-100
TR-106
OW-A1
OW-A2
OW-A3
OW-A4
OW-A5
OW-A6
OW-A7
OW-A8
OW-A9
OW-A10
OW-A11
OW-A12
OW-A13
OW-A14
A15
A16
A17
OW-C7
OW-C6
OW-C5
OW-C4
OW-C3
SOUTH BRANCH RARITAN RIVER TRIBUTARY
(Lid Welded Shut)
Rim=317.98'
(Lid Welded Shut)
Rim=310.69'
(Lid Welded Shut)
Rim=281.38'
(Lid Welded Shut)
Rim=245.83'
Rim=244.87'
W
W
W
W
W
W
W W
W
San. M.H.
San.
M.H.
San.
M.
H.
San. M.H.
San.
M.H.
W
Hyd.
Hyd.
Guy
Guy
Guy
Guy
Guy
Guy
Guy
Guy
31
20
21
STA 0+00.00
POB
PT 0+35.67
PC 1+25.45
PT 1+96.26
PC 2+61.20
PT 2+72.89
PC 4+26.50
PT 4+30.97
POE 7+23.11
11
POB 10+00.00
PI 10+84.78
POE 11+51.14
POB 19+00.00
PI 20+82.06
PT 22+38.25
PC 24+10.71
PT 24+47.18
R=
10
4'
21
1
2
3
4
5
6
7
11
21
22
23
24
R
=
3
5
'
R=
10
4'
=
2
9
'
R
R=
10
0'
R=
20
0'
R=
20
0'
Existing R.O.W. Line
Existing R.
O.
W. Line
Existing R.O.
W. Line
Existing R.O.W. Line
Existing R.O.
W. Line
Existing R.O.
W. Line
Existing R.O.
W. Line
CURB RAMP NO. 1
CURB RAMP NO. 2
CURB RAMP NO. 3
CURB RAMP NO. 7
CURB RAMP NO. 6
CURB RAMP NO. 4
CURB RAMP NO. 5
CONSTRUCT:
94 S.Y. CONCRETE SIDEWALK, 4" THICK
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
38 L.F. 9"X18" VERTICAL CURB
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
DRIVEWAY, 4" THICK
24 S.Y. STONE OR GRAVEL
CONSTRUCT:
CONSTRUCT:
DRIVEWAY, 4" THICK
28 S.Y. STONE OR GRAVEL
CONSTRUCT:
CONSTRUCT:
DRIVEWAY, 4" THICK
16 S.Y. STONE OR GRAVEL
CONSTRUCT:
123 S.Y. CONCRETE SIDEWALK, 4" THICK
CONSTRUCT:
CONSTRUCT:
REINFORCED, 6" THICK
12 S.Y. CONCRETE DRIVEWAY,
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
REINFORCED, 6" THICK
12 S.Y. CONCRETE DRIVEWAY,
CONSTRUCT:
CONSTRUCT:
DRIVEWAY, 4" THICK
33 S.Y. STONE OR GRAVEL
CONSTRUCT:
CONSTRUCT:
6" THICK
32 S.Y. HMA DRIVEWAY,
CONSTRUCT:
CONSTRUCT:
4" THICK
19 S.Y. CONCRETE SIDEWALK,
CONSTRUCT:
4" THICK
27 S.Y. CONCRETE SIDEWALK,
CONSTRUCT:
6" THICK
40 S.Y. HMA DRIVEWAY,
CONSTRUCT:
23 L.F. 9"X18" VERTICAL CURB
CONSTRUCT:
CONSTRUCT:
41 S.Y. CONCRETE SIDEWALK, 4" THICK
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
13 S.Y. CONCRETE SIDEWALK, 4" THICK
CONSTRUCT:
CONSTRUCT:
31 L.F. 9"X18" VERTICAL CURB
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
4" THICK
31 S.Y. CONCRETE SIDEWALK,
17 S.Y. CONCRETE SIDEWALK, 4" THICK
CONSTRUCT:
REINFORCED, 6" THICK
22 S.Y. CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
29 S.Y. CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
21 S.Y. CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
29 S.Y. CONCRETE DRIVEWAY,
REINFORCED, 6" THICK
13 S.Y. CONCRETE DRIVEWAY,
CONSTRUCT:
REINFORCED, 6" THICK
9 S.Y. CONCRETE DRIVEWAY,
2 S.Y. DETECTABLE WARNING SURFACE
1 S.Y. DETECTABLE WARNING SURFACE
2 S.Y. DETECTABLE WARNING SURFACE
3 S.Y. DETECTABLE WARNING SURFACE
2 S.Y. DETECTABLE WARNING SURFACE
1 S.Y. DETECTABLE WARNING SURFACE
65 S.F. RETAINING WALL
REINFORCED, 6" THICK
28 S.Y. CONCRETE DRIVEWAY,
705 L.F. 9"X16" VERTICAL CURB
6" THICK
7 S.Y. HMA DRIVEWAY,
4" THICK
3 S.Y. CONCRETE SIDEWALK,
4" THICK
5 S.Y. CONCRETE SIDEWALK,
4" THICK
2 S.Y. CONCRETE SIDEWALK,
CONSTRUCT:
DRIVEWAY, 4" THICK
3 S.Y. STONE OR GRAVEL
CONSTRUCT:
WARNING SURFACE
2 S.Y. DETECTABLE
4" THICK
16 S.Y. CONCRETE SIDEWALK,
CONSTRUCT:
21 S.Y. STONE OR GRAVEL DRIVEWAY, 4" THICK
CONSTRUCT:
60 L.F. 9"X18" VERTICAL CURB
CONSTRUCT:
29 L.F. 9"X18" VERTICAL CURB
CONSTRUCT:
2 L.F. 9"X16" VERTICAL CURB
REINFORCED, 6" THICK
18 S.Y. CONCRETE DRIVEWAY,
DRIVEWAY, 4" THICK
21 S.Y. STONE OR GRAVEL
CONSTRUCT:
4" THICK
9 S.Y. CONCRETE SIDEWALK,
9 S.Y. CONCRETE SIDEWALK, 4" THICK
22 L.F. 9"X16" VERTICAL CURB
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
3 S.Y. STRAW MULCHING
3 S.Y. FERTILIZING AND SEEDING, TYPE A-3
3 S.Y. TOPSOIL SPREADING
CONSTRUCT:
3 S.Y. STRAW MULCHING
3 S.Y. FERTILIZING AND SEEDING, TYPE A-3
3 S.Y. TOPSOIL SPREADING
CONSTRUCT:
2 S.Y. STRAW MULCHING
2 S.Y. FERTILIZING AND SEEDING, TYPE A-3
2 S.Y. TOPSOIL SPREADING
CONSTRUCT:
4 S.Y. STRAW MULCHING
4 S.Y. FERTILIZING AND SEEDING, TYPE A-3
4 S.Y. TOPSOIL SPREADING
CONSTRUCT:
3 S.Y. STRAW MULCHING
3 S.Y. FERTILIZING AND SEEDING, TYPE A-3
3 S.Y. TOPSOIL SPREADING
CONSTRUCT:
6 S.Y. STRAW MULCHING
6 S.Y. FERTILIZING AND SEEDING, TYPE A-3
6 S.Y. TOPSOIL SPREADING
CONSTRUCT:
3 S.Y. STRAW MULCHING
3 S.Y. FERTILIZING AND SEEDING, TYPE A-3
3 S.Y. TOPSOIL SPREADING
CONSTRUCT:
3 S.Y. STRAW MULCHING
3 S.Y. FERTILIZING AND SEEDING, TYPE A-3
3 S.Y. TOPSOIL SPREADING
CONSTRUCT:
2 S.Y. STRAW MULCHING
2 S.Y. FERTILIZING AND SEEDING, TYPE A-3
2 S.Y. TOPSOIL SPREADING
CONSTRUCT:
CONSTRUCT:
1 S.Y. STRAW MULCHING
1 S.Y. FERTILIZING AND SEEDING, TYPE A-3
1 S.Y. TOPSOIL SPREADING
CONSTRUCT:
CONSTRUCT:
3 S.Y. STRAW MULCHING
3 S.Y. FERTILIZING AND SEEDING, TYPE A-3
3 S.Y. TOPSOIL SPREADING
CONSTRUCT:
CONSTRUCT:
CONSTRUCT:
12 S.Y. STRAW MULCHING
12 S.Y. FERTILIZING AND SEEDING, TYPE A-3
12 S.Y. TOPSOIL SPREADING
27 S.Y. STRAW MULCHING
27 S.Y. FERTILIZING AND SEEDING, TYPE A-3
27 S.Y. TOPSOIL SPREADING
21 S.Y. STRAW MULCHING
21 S.Y. FERTILIZING AND SEEDING, TYPE A-3
21 S.Y. TOPSOIL SPREADING
CONSTRUCT:
CONSTRUCT:
OVER 30" TO 36" DIAMETER
1 UNIT TREE REMOVAL,
12 S.Y. STRAW MULCHING
12 S.Y. FERTILIZING AND SEEDING, TYPE A-3
12 S.Y. TOPSOIL SPREADING
CONSTRUCT:
40 L.F. CAST IRON RAILING
CONSTRUCT:
4" THICK
13 S.Y. CONCRETE SIDEWALK,
+65.92
19.6'
+65.92
15.6'
1 S.Y. STRAW MULCHING
1 S.Y. FERTILIZING AND SEEDING, TYPE A-3
1 S.Y. TOPSOIL SPREADING
6'
+93.81
8.7'
R=8.5'
R=45'
R=10'
+16.56, 9.0' LT
END CURB
+86.78, 8.0' RT
BEGIN CURB
R=10'
+10.72, 8.0' RT
BEGIN CURB TRANSITION
R=38'
+24.51, 9.3' LT
MEET EXISTING CURB
+86.47, 18.2' LT
MEET EXISTING CURB
+71.34, 7.9' LT
END CURB
+34.69, 10.1' LT
END CURB
+44.18, 22.6' RT
END CURB
+56.72, 12.2' RT
END CURB
+65.60, 17.2' RT
MEET EXISTING CURB
R=9'
R=8'
+80.00
17.9'
+73.32
7.8'
R=9.75'
+31.16
12.5'
+25.45
8.0'
65 L.F. 9"X16" VERTICAL CURB
80 L.F. 9"X18" VERTICAL CURB
CONSTRUCT:
+77.85, 10.3' RT
BEGIN CURB TRANSITION
1 S.Y. STRAW MULCHING
SEEDING, TYPE A-3
1 S.Y. FERTILIZING AND
1 S.Y. TOPSOIL SPREADING
10 S.Y. STRAW MULCHING
10 S.Y. FERTILIZING AND SEEDING, TYPE A-3
10 S.Y. TOPSOIL SPREADING
73 L.F. 9"X18" VERTICAL CURB
16 S.Y. DENSE-GRADED AGGREGATE BASE COURSE, 6" THICK
5 TONS HMA 19M64 BASE COURSE, 5" THICK
2 TONS HMA 9.5M64 SURFACE COURSE, 2" THICK
11 C.Y. EXCAVATION, UNCLASSIFIED
16 S.Y. REMOVAL OF PAVEMENT
BASE COURSE, 6" THICK
12 S.Y. DENSE-GRADED AGGREGATE
4 TONS HMA 19M64 BASE COURSE, 5" THICK
2 TONS HMA 9.5M64 SURFACE COURSE, 2" THICK
7 C.Y. EXCAVATION, UNCLASSIFIED
12 S.Y. REMOVAL OF PAVEMENT
BASE COURSE, 6" THICK
5 S.Y. DENSE-GRADED AGGREGATE
2 TONS HMA 19M64 BASE COURSE, 5" THICK
1 TON HMA 9.5M64 SURFACE COURSE, 2" THICK
2 C.Y. EXCAVATION, UNCLASSIFIED
5 S.Y. REMOVAL OF PAVEMENT
+29.43, 9.3' RT
END 9"X18" CURB
+78.87
17.4'
+27.78
9.0'
CONSTRUCT:
CONSTRUCT:
SEE THIS SHEET
MATCH LINE CENTRAL AVE \ STA. 20+97.55
MATCH LINE CENTRAL AVE \ STA. 20+97.55
SEE THIS SHEET
BASE COURSE, 6" THICK
9 S.Y. DENSE-GRADED AGGREGATE
3 TONS HMA 19M64 BASE COURSE, 5" THICK
1 TON HMA 9.5M64 SURFACE COURSE, 2" THICK
9 S.Y. REMOVAL OF PAVEMENT
BASE COURSE, 6" THICK
17 S.Y. DENSE-GRADED AGGREGATE
5 TONS HMA 19M64 BASE COURSE, 5" THICK
2 TONS HMA 9.5M64 SURFACE COURSE, 2" THICK
17 S.Y. REMOVAL OF PAVEMENT
+37.56
9.6'
+96.26
8.0'
+61.20
8.0'
+30.97
8.0'
+32.62
18.0'
+33.75
16'
+06.34
16'
2. MAILBOXES ARE TO BE RESET BEHIND THE NEW SIDEWALK.
1. TREES TO BE REMOVED ARE IDENTIFIED ON CONSTRUCTION PLANS.
NOTES:
5'
4'
RESET SIGN
+17.74, 16.7' RT
MEET EXISTING CURB
+47.67
23.8'
+67.44
23.9'
+40.05
20.9'
+45.99
21.04'
+96.07
16.2'
+08.33
16.2'
+52.60
19.5' +87.41
19.4'
+96.68
19.4'
+43.60
19.3'
+47.83
22.7'
+90.04
22.6'
+10.68
20.5'
+41.89
20.4'
+95.38
20.1'
+65.19
21.4'
2.0'
+0.00
14.0' LT.
2.5'
+25.00
14.0' LT.
2.5'
01+48.89, 14' LT.
END RETAINING WALL
1.5'
00+75.00, 14' LT
BEGIN RETAINING WALL
4'
+35.67
8.0'
+23.82
10.8'
+45.01
10.9'
+90.13
10'
+38.25
9.1'
+73.25
9.1'
+72.89
8.0'
+26.50
8.0'
R=192'
R=208'
WITH WARNING BEACON
1 PEDESTRIAN CROSSING SIGN
WITH WARNING BEACON
1 PEDESTRIAN CROSSING SIGN
35' D.C.
47' D.C.
12' D.C.
20' D.C.
45' D.C.
45' D.C.
33' D.C.
28' D.C.
17' D.C.
33' D.C.
24' D.C.
6/17/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\Drainage\Permit Plans\SCD Certification\04_EP-1P.sht
2:15:32 PM
TIME:
6/17/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\Drainage\Permit Plans\SCD Certification\04_EP-1P.sht
2:15:32 PM
TIME:
BY
REVISION
C'K'D
DATE
GREENMAN-PEDERSEN, INC.
CERTIFICATION OF AUTHORIZATION NO. 24GA27959500
STATE
FEDERAL PROJECT NO.
N.J.
NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE03468200
JUDITH G. BOWEN
BOROUGH OF HIGH BRIDGE
DOWNTOWN CONNECTION
FY 2018 SRTS HIGH BRIDGE
DATE: JUNE 17, 2025
SEDIMENT CONTROL CERTIFICATION
PLANS FOR SOIL EROSION AND
HUNTERDON COUNTY SOIL CONSERVATION NOTES
STABILIZATION.
STABILIZATION THROUGH SEEDING AND MULCHING. AREAS THAT ARE NOT GOING TO BE EITHER BUILT ON OR CONTINUED TO BE FARMED ARE TO RECEIVE PERMANENT
SPECIFICATIONS FOR HUNTERDON COUNTY. THIS IS TO BE EITHER A COVER CROP FROM THE PERIOD OF LAST HARVEST AND CONSTRUCTION START-UP OR TEMPORARY
ANY FORMER AGRICULTURAL CROP FIELDS THAT ARE EITHER IN CROPS, CROP RESIDUE, OR ANNUAL WEED COVER ARE TO BE STABILIZED FOLLOWING THE AGRONOMIC
23.
IN FIELD PRIOR TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION.
ADEQUATELY MARKED
WATERWAYS, AND OTHER SENSITIVE AREAS ARE TO BE AVOIDED BY CONSTRUCTION TRAFFIC. WETLAND BUFFER AND WETLAND AREAS ARE TO BE
AS PER THE TRAFFIC CONTROL STANDARD IN THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY (PAGE 33-1) STEEP BANKS, WETLAND BUFFERS,
22.
JERSEY, PAGES 14-1 TO 14-7.
DOWNSTREAM AREAS AND/OR WATERCOURSES. THESE METHODS ARE TO FOLLOW THOSE FOUND IN THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW
DEWATERING METHODS ARE TO BE FOLLOWED TO PROPERLY REMOVE SUSPENDED SEDIMENTS IN WATER FROM EXCAVATIONS AND/OR TRENCHES PRIOR TO DISCHARGE TO
21.
PAGES 9-1 THROUGH 9-7.
TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION. FOR FURTHER INFORMATION SEE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY
ALL TREES THAT ARE TO BE PROTECTED FROM ENVIRONMENTAL AND MECHANICAL INJURY DURING CONSTRUCTION ARE TO BE ADEQUATELY MARKED IN FENCED-OFF PRIOR
20.
NEW JERSEY PAGES 16-1 AND 16-2.
DUST CONTROL MEASURES ARE TO BE USED DURING ALL PHASES OF CONSTRUCTION OF THE PROJECT. SEE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN
19.
APPROVED BY SOIL CONSERVATION DISTRICT INSPECTORS.
PROTECTION NEEDS TO BE MAINTAINED UNTIL ALL AREAS OF THE SITE, OR AS A MINIMUM THE AREA DRAINING TO THE INLET, ARE PERMANENTLY STABILIZED AND
INSPECTIONS OF STORMWATER INLET PROTECTION SHALL BE FREQUENT. MAINTENANCE, REPAIR, AND REPLACEMENT SHALL BE MADE PROMPTLY, AS NEEDED. INLET
METHOD TO COMPLETELY ENCIRCLE, BUT NOT BLOCK THE INLETS. SEE DETAIL ON PLAN SHEET EP-3.
ALL STORMWATER INLET PROTECTION NEEDS TO BE MAINTAINED PERIODICALLY WITH FRESH HAYBALES OR CLEAN STONE BERMS (STONE SIZED 1 1/2"-2 1/2") OR APPROVED
18.
REPORT OF COMPLIANCE.
AND PRIOR TO ANY PIPE FLOW. CONDUIT OUTLET PROTECTION MUST BE MAINTAINED AS PER DESIGN UNTIL THE COMPLETION OF THE PROJECT AND ISSUE OF FINAL
STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY. CONDUIT OUTLET PROTECTION MUST BE INSTALLED IMMEDIATELY FOLLOWING PIPE INSTALLATION
CONDUIT OUTLET PROTECTION (RIP-RAP APRONS OR SCOUR HOLES) MUST BE DESIGNED AND INSTALLED AT ALL PIPE OUTLETS AS PER THE CERTIFIED PLANS AND
17.
REQUIRED TO CLEAN PAVED OR IMPERVIOUS SURFACES. ALL OTHER ACCESS POINTS, WHICH ARE NOT STABILIZED, SHALL BE ADEQUATELY BLOCKED OFF.
WHERE ACCUMULATING OF DUST/SEDIMENT IS INADEQUATELY CLEANED OR REMOVED BY CONVENTIONAL METHODS, A POWER BROOM OR STREET SWEEPER WILL BE
IMMEDIATELY.
SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO ROADWAYS (PUBLIC OR PRIVATE) OR OTHER IMPERVIOUS SURFACES MUST BE REMOVED
PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDITIONAL LENGTH AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP
THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO ROADWAYS. THIS MAY REQUIRE
ACCESSES TO PAVEMENT. SEE DETAIL PLAN SHEET EP-3.
INDIVIDUAL DWELLING LOT. STONE TRACKING PADS OR OTHER MEASURES APPROVED BY THE SOIL CONSERVATION DISTRICT ARE TO BE INSTALLED AT ALL CONSTRUCTION
ROADWAY GRADES OF 0% TO 2% AND 200 FT. FOR ACCESS GRADES GREATER THAN 2%. THIS REQUIREMENT IS THE SAME, REGARDLESS IF MAIN PROJECT ENTRANCE OR
SOILS IN HUNTERDON COUNTY REQUIRE THAT ALL STONE TRACKING PADS (STABILIZED CONSTRUCTION ENTRANCE) BE INSTALLED AT A MINIMUM OF 100 FT. IN LENGTH FOR
16.
REQUEST FOR REPORT OF COMPLIANCE.
ADDITIONAL INSPECTIONS PERFORMED AFTER THE FAILURE OF AN INITIAL REPORT OF COMPLIANCE INSPECTION. THE ENTIRE PROJECT SITE IS INSPECTED AT THE TIME OF A
ASSESSED ON THOSE SITES WHERE ADDITIONAL INSPECTIONS ARE NECESSITATED AS A RESULT OF NON-COMPLIANCE WITH THE APPROVED PLAN. THIS INCLUDES
AN ADDITIONAL FEE PER INSPECTION (AS PER THE CURRENT HUNTERDON COUNTY SOIL CONSERVATION DISTRICT FEE SCHEDULE AT THE TIME OF INSPECTION) WILL BE
15.
.
DISTRICT INSPECTOR FOR VERIFICATION OF MATERIALS AND QUANTITIES USED FOR ALL SEEDINGS
ALL BAGS NEED TO BE SAVED FOR LIME, FERTILIZER, SEED, AND LIQUID MULCH BINDER (IF MULCH ANCHORING METHOD). SUCH PROOFS NEED TO BE SUBMITTED TO THE
14.
SPECIFICATIONS.
EXISTING WEEDY AND POORLY-VEGETATED AREAS WITH LESS THAN 80 PERCENT PERENNIAL GRASS COVER MUST RECEIVE PERMANENT STABILIZATION AS PER THESE
13.
BINDERS, NETTINGS, ETC.) IN THE "STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY".
MULCH ANCHORING IS REQUIRED AFTER MULCHING TO MINIMIZE LOSS BY WIND OR WATER. THIS IS TO BE DONE USING ONE OF THE METHODS (CRIMPING, LIQUID MULCH
12.
(APPROX. 100 TO 130 BALES PER ACRE).
IS TO BE APPLIED TO ALL SEEDINGS AT A RATE OF 1-1/2 TO 2 TONS PER ACRE
(HAY MULCH MAY BE SUBSTITUTED IF APPROVED BY THE DISTRICT)
STRAW MULCH
11.
ALL EXPOSED AREAS WHICH ARE TO BE PERMANENTLY VEGETATED, ARE TO BE SEEDED AND MULCHED WITHIN 10 DAYS OF FINAL GRADING.
10.
TEMPORARILY STABILIZED AS PER SPECIFICATIONS BELOW.
ALL DISTURBED AREAS THAT ARE NOT BEING GRADED, NOT UNDER ACTIVE CONSTRUCTION, OR NOT SCHEDULED TO BE PERMANENTLY SEEDED WITHIN 30 DAYS MUST BE
9.
PRIOR TO THE START OF CONSTRUCTION OR ANY LAND DISTURBANCE.
THE SOIL CONSERVATION DISTRICT IS TO BE NOTIFIED AND REPRESENTED AT A PRECONSTRUCTION CONFERENCE (USUALLY HELD AT THE MUNICIPAL ENGINEERS OFFICE)
8.
SEDIMENT CONTROL MEASURES MUST BE INSTALLED AND MAINTAINED AS OUTLINED IN THE PLAN
THE LAND DISTURBANCE IS TO PROCEED IN ACCORDANCE WITH THE APPROVED SEQUENCE OF CONSTRUCTION AND THE CERTIFIED PLAN. ALL REQUIRED SOIL EROSION AND
7.
THE CONTRACTOR AND SOIL CONSERVATION DISTRICT INSPECTORS.
A COPY OF THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN IS TO BE KEPT ON THE PROJECT SITE DURING CONSTRUCTION AND AVAILABLE FOR REVIEW BY
6.
LONGER THAN 30 DAYS WILL REQUIRE TEMPORARY STABILIZATION FOLLOWING THE AGRONOMIC SPECIFICATIONS ON THE PLAN.
TO BE DESIGNED AND DETAILED AND A DETAILED SEQUENCE OF CONSTRUCTION BE SUBMITTED FOR RE-CERTIFICATION AND APPROVAL. AS A MINIMUM, SOILS EXPOSED FOR
USED FOR LIMITING LARGE AREAS OF EXCAVATION. IF EXCAVATIONS ARE PROPOSED THAT EXCEED THE SEDIMENT BARRIER STANDARD, THEN ADDITIONAL MEASURES ARE
EXPOSED AT ONE TIME ON A PROJECT WILL REQUIRE A DETAILED PLAN AND TIME-LINE FOR GETTING AREAS STABILIZED. THE STANDARD FOR SEDIMENT BARRIERS WILL BE
SUBJECT TO EROSION, IS TO BE KEPT TO A MINIMUM. IT IS THE POLICY OF THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT THAT LARGE DISTURBANCES OF SOIL
THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT DOES NOT SUPPORT NOR ENDORSE MASS EXCAVATION. THE AMOUNT OF SOIL DISTURBED AT ONE TIME, AND
5.
BY THE SOIL CONSERVATION DISTRICT.
MAINTAIN A DETENTION, RETENTION, OR SEDIMENT FACILITY IN WORKING ORDER DURING CONSTRUCTION MAY BE GROUNDS FOR ISSUANCE OF A STOP CONSTRUCTION ORDER
PAVING IS TO TAKE PLACE ON THE PROJECT SITE UNTIL ALL STORMWATER DETENTION/RETENTION FACILITIES ARE ADEQUATELY STABILIZED AS PER PLAN. FAILURE TO
WITH CONDUIT OUTLET PROTECTION AND LOW-FLOW CHANNEL) BEFORE ANY STORM DRAINAGE PIPING IS INSTALLED TO THE BASIN AND SAME PIPING IS FUNCTIONING. NO
(ALONG
PERMANENTLY STABILIZED
STANDARDS AND ARE TO BE PROPERLY MAINTAINED DURING CONSTRUCTION. ALL DETENTION/RETENTION BASINS BE COMPLETED AND
SEDIMENT BASIN IS DESIGNED, AS EITHER WITHIN THE PERMANENT BASIN AREA OR AS A STAND-ALONE BASIN, THEY ARE TO BE DESIGN FULLY IN COMPLIANCE WITH THE
BE USED ON A DETENTION BASIN AT ANY TIME AS LONG AS THEY MEET THE CRITERIA OF THE STATE SOIL EROSION AND SEDIMENT CONTROL STANDARDS. IF A
SET ON CONSTRUCTION OF ANY THE DETENTION BASIN OR RETENTION BASIN FACILITY PRIOR TO ANY SIGNIFICANT AMOUNT OF LAND DISTURBANCE. SEDIMENT RISERS CAN
THE START OF THE PROJECT. THIS IS PARTICULARLY IMPORTANT ON ACCOUNT OF THE STEEP TOPOGRAPHY AND SOILS OF HUNTERDON COUNTY. PRIORITY SHOULD TO BE
THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT ENCOURAGES THE INSTALLATION AND STABILIZATION OF PERMANENT DETENTION OR RETENTION FACILITIES FROM
4.
CONSERVATION DISTRICT OR MUNICIPAL ENGINEER IF FIELD CONDITIONS OR UNFORESEEN SITUATIONS WARRANT THEM.
THE PROJECT APPLICANT AND CONTRACTOR ARE TO BE AWARE THAT ADDITIONAL SOIL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED BY THE SOIL
3.
AND SEDIMENT CONTROL MEASURES MUST BE INSTALLED AND MAINTAINED AT THE PROPOSED DEMOLITION AREAS.
LAND DISTURBANCE AND CONSTRUCTION WORK START INCLUDES ANY DEMOLITION OR CLEARING THAT TAKES PLACE ON THE PROJECT SITE. APPROPRIATE SOIL EROSION
2.
FRENCHTOWN, NJ 08825
687 PITTSTOWN ROAD
HUNTERDON COUNTY SOIL CONSERVATION DISTRICT
LEGAL ACTION. NOTICE MAY BE FAXED TO (908) 788-0795 OR MAILED TO:
FAILURE OF THIS NOTIFICATION PRIOR TO THE START OF CONSTRUCTION WILL RESULT IN THE ISSUANCE OF A STOP CONSTRUCTION ORDER AND MAY BE CAUSE FOR
NOTIFICATION PRIOR TO THE START OF ANY LAND DISTURBANCE. A
WRITTEN
THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT REQUIRES AN ADVANCED 48-HOUR
1.
XX-XXXX(XX)
PROBLEM TO THE SITE.
CONSTRUCTION, PRE AND POST COMPACTION TEST MAY BE USED TO VERIFY THAT CONSTRUCTION TRAFFIC HAS NOT CAUSED A SOIL COMPACTION
TO ANY PERMANENT STABILIZATION AND PRIOR TO ISSUE OF ANY REPORT OF COMPLIANCE. WHERE TOPSOIL IS NOT BEING STRIPPED DURING
PRIOR TO APPLYING TOPSOIL FOR PERMANENT STABILIZATION. THE SOIL CONSERVATION DISTRICT WILL BE INSPECTING FOR THIS TO BE EMPLOYED PRIOR
TOPSOILING STANDARD (NJ SE&SC STANDARDS PAGE 8-2) STATES THAT WHERE THERE IS COMPACTION, THE SURFACE IS TO BE SCARIFIED 6”TO 12”
OF PROJECT CONSTRUCTION. ALL SOIL COMPACTION IS TO BE CORRECTED PRIOR TO ANY PERMANENT STABILIZATION AND COMPLETION OF PROJECT. THE
SOIL COMPACTION: AREAS OF TRAVEL WITHIN A PROJECT SITE AND/OR STAGING AND PARKING AREAS MAY HAVE SOILS COMPACTED DURING THE COURSE
45.
SCHEDULE AT THE TIME OF EVALUATION.
PORTION(S) OF THE PROJECT, REGARDLESS IF PRESENTLY UNDER CONSTRUCTION OR NOT, AS PER THE CURRENT HUNTERDON COUNTY SOIL CONSERVATION DISTRICT FEE
INSPECTION EXCEED THE PAID FEES. PRIOR TO THE FEES BEING EXCEEDED AN ADDITIONAL FEE WILL BE ASSESSED. THIS FEE WILL BE BASED ON THE INCOMPLETE
IT IS POLICY OF THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT TO PERIODICALLY EVALUATE ALL PROJECTS TO DETERMINE IF THE COSTS FOR REVIEW AND
44.
VIOLATIONS OF THE SOIL EROSION AND SEDIMENT CONTROL ACT IS A FINE OF UP TO $3,000 EACH DAY AND AN INJUNCTIVE ORDER OF THE SUPERIOR COURT.
THE PLANS AND THE ACT MAY BE CAUSE FOR COURT ACTION AND PENALTIES, PURSUANT TO N.J.S.A. 4:2453. THE MAXIMUM STATUTORY PENALTY PROVIDED BY LAW FOR
COMPLIANCE WITH THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLANS AND THE STATE SOIL EROSION AND SEDIMENT CONTROL ACT. FAILURE TO COMPLY WITH
PURSUANT TO AUTHORITY GRANTED BY N.J.S.A. 4:2447, THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT PERIODICALLY INSPECTS THE PROJECT SITE FOR
43.
ISSUED BY THE SOIL CONSERVATION DISTRICT.
BEFORE ANY CERTIFICATE OF OCCUPANCY (PERMANENT OR TEMPORARY) CAN BE GRANTED BY THE MUNICIPALITY OR STATE, A WRITTEN REPORT OF COMPLIANCE MUST BE
AGREEMENT WITH TEMPORARY STABILIZATION FOR THE WINTER SEASON) IS TO BE ISSUED BY THE SOIL CONSERVATION DISTRICT ON ALL PROJECTS AT THEIR COMPLETION.
REPORT OF COMPLIANCE: A REPORT OF COMPLIANCE APPROVING PERMANENT STABILIZATION MEASURES (OR A SOIL EROSION AND SEDIMENT CONTROL COMPLETION BOND
42.
ALL REVISIONS AND MUNICIPAL RENEWALS OF THIS PROJECT WILL REQUIRE RESUBMISSION AND APPROVAL BY THE SOIL CONSERVATION DISTRICT.
41.
SUCH AS NJDEP, MUNICIPALITY, ETC. ANY REVISIONS REQUIRED BY ANY REVIEWING AUTHORITY WOULD REQUIRE A RESUBMISSION TO THE DISTRICT FOR REVIEW.
PLANS SUBMITTED TO THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT MUST BE CONSISTENT WITH PLANS ANY PLANS SUBMITTED TO A REGULATORY AGENCY
40.
NOT AUTHORIZATION TO ENGAGE IN THE PROPOSED LAND USE UNLESS THE MUNICIPALITY OR OTHER CONTROLLING AGENCY HAS PREVIOUSLY APPROVED SUCH USE.
THE SOIL CONSERVATION DISTRICT IS LIMITED TO THE SOIL EROSION, SEDIMENTATION, AND RELATED STORMWATER MANAGEMENT CONTROLS SPECIFIED IN THIS PLAN. IT IS
THE PLANS FOR THIS PROJECT AND CERTIFIES THE SOIL EROSION AND SEDIMENT CONTROL PLAN. THE APPROVAL OF THE SOIL EROSION AND SEDIMENT CONTROL PLANS BY
PURSUANT TO THE NEW JERSEY SOIL EROSION AND SEDIMENT CONTROL ACT, CHAPTER 251, P.L. 1975, THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT HAS REVIEWED
39.
AND SEDIMENT CONTROL PLAN APPLICATIONS ARE TO BE FILED BY ANY NEW OWNERS ON PROJECTS/LOTS WHERE CONSTRUCTION ACTIVITIES ARE TO STILL TAKE PLACE.
IT IS THE OWNER/APPLICANTS RESPONSIBILITY TO NOTIFY THE DISTRICT OF ALL PROPERTY CONVEYANCES AND SALE OF INDIVIDUAL LOTS ON A PROJECT. SOIL EROSION
38.
INDIVIDUAL LOT.
THAT LOT. FAILURE TO MAINTAIN OR COMPLY WITH THE SOIL EROSION AND SEDIMENT CONTROL PLAN FOR THE PROJECT WILL BE CAUSE FOR COMPLIANCE FAILURE ON AN
A REPORT OF COMPLIANCE FROM THE SOIL CONSERVATION DISTRICT IS REQUIRED FOR EACH DWELLING LOT PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY ON
37.
TEMPORARILY STABILIZED AS PER THE AGRONOMIC SPECIFICATIONS.
ALL DISTURBED AREAS THAT ARE NOT BEING GRADED, NOT UNDER ACTIVE CONSTRUCTION, OR NOT SCHEDULED TO BE PERMANENTLY SEEDED WITHIN 30 DAYS MUST BE
36.
DEVICE TYPE, GAUGE, AND SIZE.
"CURLEX" OR EQUIVALENT, FOR STABILIZATION. THE MATTING IS TO BE PROPERLY INSTALLED WITH SPECIFIED OVERLAP, CHECK SLOTS, ANCHORING SPACING, AND ANCHORING
THE MAXIMUM ALLOWABLE VEGETATED SLOPE IS 2:1. SLOPES IN EXCESS OF 3:1 (BETWEEN 2:1 AND 3:1) REQUIRE TEMPORARY EROSION CONTROL MATTING, SUCH AS EXCELSIOR
35.
ALL DEVELOPMENT ROADWAYS ARE TO BE KEPT SCRAPED/SWEPT TO REMOVE SEDIMENT ACCUMULATIONS ALONG CURBS AND AROUND STORMWATER INLETS.
34.
CONTROL IN NEW JERSEY (SUBSURFACE DRAINAGE, PAGE 32-1 THROUGH 32-4).
IF SUBSURFACE WATER PROBLEMS ARE DISCOVERED DURING CONSTRUCTION, THEY WILL BE RECTIFIED FOLLOWING THE STANDARDS FOR SOIL EROSION AND SEDIMENT
33.
CONJUNCTION WITH STRAW/HAY MULCH FOR THE PURPOSE OF ANCHORING THE MULCH WITH LIQUID MULCH BINDERS.
SEED-TO-SOIL CONTACT AND POOR GROUND SURFACE COVERAGE. ALL SEED MUST BE INCORPORATED INTO THE SOIL. HYDROSEEDING EQUIPMENT MAY BE USED IN
HYDROSEEDING/HYDROMULCHING ARE NOT RECOMMENDED PRACTICES IN HUNTERDON COUNTY DUE TO THE HIGH FAILURE RATE OF SEEDINGS, STEEP TOPOGRAPHY, POOR
32.
STABILIZED.
PROTECT THE DETENTION BASIN NEWLY GRADED/SEEDED AREAS WHILE THE OTHER CONSTRUCTION IS BEING COMPLETED AND ALL UPSTREAM AREAS ARE PERMANENTLY
A SEDIMENT BARRIER MUST BE INSTALLED ABOVE ANY DETENTION/RETENTION BASINS (BETWEEN THE ROADWAY/BUILDING CONSTRUCTION AND DETENTION BASIN). THIS IS TO
31.
REFER TO THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY, (PAGE 15.3 ITEM 2 AND FIGURE 15-4) FOR THE REQUIRED DIMENSIONS AND SPACING.
TEMPORARY DIVERSIONS TO DIRECT WATER OFF OF A GRADED RIGHT-OF-WAY ONTO A STABLE AREA ARE NEEDED DURING CONSTRUCTION. FOR FURTHER INFORMATION
30.
SIZE BE SPECIFIED AS 6" WITH THICKNESS SPECIFIED AS 12" WITH FILTER FABRIC OR 18" WITHOUT FABRIC.
SMALLER STONE SIZES (3" OR 4") TEND TO WASH/ERODE UNDER HIGH INTENSITY RAIN STORMS. THE HUNTERDON DISTRICT RECOMMENDS THAT THE SMALLEST D50 STONE
THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT DOES NOT RECOMMEND THE USE OF RIP-RAP D50 SIZES SMALLER THAN 6" FOR APRONS OR SCOUR HOLES SINCE
29.
IMPROVEMENT.
SPECIFICATIONS FOR PERMANENT SEEDING) FOR A MINIMUM DISTANCE APPROVED BY THE DISTRICT BACK FROM THE CURB-LINE PRIOR TO APPROVAL OF PERMANENT
ALL DISTURBED ROADSIDE AREAS NEED TO BE TOPSOILED, FINAL-GRADED, LIMED, FERTILIZED, SEEDED, MULCHED, AND MULCH-ANCHORED (FOLLOWING DISTRICT AGRONOMIC
28.
REVISED PLAN SUBMITTED FOR CERTIFICATION.
THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS ARE NOT TO BE EXCEEDED UNLESS AUTHORIZED BY THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT AND A
27.
LEAST THE CALCULATED STONE D50 SIZE OF A REGULAR RIP-RAP APRON. FILTER FABRIC IS TO BE INSTALLED BETWEEN THE SUBGRADE AND THE GABIONS.
ANY GABION BASKETS USED ON THE PROJECT ARE TO BE COATED WITH PLASTIC OR PVC AND FILLED WITH 4"-7" ANGULAR ROCK. THE GABION THICKNESS IS TO BE AT
26.
STOCKPILING OF FINES (SAND, QUARRY-PROCESS-BLEND, ETC.) IS NOT ALLOWED ON PAVED SURFACES OF THE PROJECT SITE.
25.
DISTRICT IS A VIOLATION OF THE STATE SOIL EROSION AND SEDIMENT CONTROL ACT.
THE PROJECT SITE. REMOVAL OF ANY SOIL MATERIAL FROM THE PROJECT SITE WITHOUT WRITTEN AUTHORIZATION FROM THE HUNTERDON COUNTY SOIL CONSERVATION
CONTROL PLAN MUST BE SUBMITTED TO, REVIEWED AND CERTIFIED BY THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT PRIOR TO ANY MATERIAL REMOVAL FROM
WILL NOTIFY THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT AS TO THE PLANNED DISPOSAL SITE LOCATION. IF APPLICABLE, A SOIL EROSION AND SEDIMENT
IF EXCESS FILL OR ANY OTHER MATERIAL IS TO BE REMOVED FROM THE SITE, THE PROJECT OWNER/APPLICANT SHALL BE RESPONSIBLE FOR ITS PROPER DISPOSAL AND
24.
4
EP-1
EP-4
ENVIRONMENTAL, SOIL EROSION
& SEDIMENT CONTROL PLANS
8
SOIL MANAGEMENT NOTE:
SOIL AND SEDI
MENT CONTROL IN NEW JERSEY.
SOIL MANAGEMENT AND PREPARATION STANDARDS FOR
COMPACTION REMEDIATION, AS PER EXEMPTION #3 UNDER
THE PROPOSED PROJECT DOES NOT REQUIRE
SOIL MANAGEMENT NOTE:
SOIL AND SEDI
MENT CONTROL IN NEW JERSEY.
SOIL MANAGEMENT AND PREPARATION STANDARDS FOR
COMPACTION REMEDIATION, AS PER EXEMPTION #3 UNDER
THE PROPOSED PROJECT DOES NOT REQUIRE
6/17/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\Drainage\Permit Plans\SCD Certification\05_EP-2P.sht
2:15:33 PM
TIME:
6/17/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\Drainage\Permit Plans\SCD Certification\05_EP-2P.sht
2:15:33 PM
TIME:
BY
REVISION
C'K'D
DATE
GREENMAN-PEDERSEN, INC.
CERTIFICATION OF AUTHORIZATION NO. 24GA27959500
STATE
FEDERAL PROJECT NO.
N.J.
NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE03468200
JUDITH G. BOWEN
BOROUGH OF HIGH BRIDGE
DOWNTOWN CONNECTION
FY 2018 SRTS HIGH BRIDGE
DATE: JUNE 17, 2025
SEDIMENT CONTROL CERTIFICATION
PLANS FOR SOIL EROSION AND
5
EP-2
EP-4
ENVIRONMENTAL, SOIL EROSION
& SEDIMENT CONTROL PLANS
8
ENVIRONMENTAL NOTES AND COMMITMENTS
PERMITS
ISSUED
EXPIRES
04/02/25
04/01/30
PERMIT FOR ALL CONDITIONS)
SELECTED PERMIT CONDITIONS (SEE ACTUAL
PERMIT TYPE AND FILE NO.
240001
FILE No. 1014-24-0002.1 LUP
AREA INDIVIDUAL PERMIT,
NJDEP FLOOD HAZARD
DISCHARGES OF PETROLEUM AND OTHER HAZARDOUS SUBSTANCES AT N.J.A.C. 7:1E.
58:10-23.11 ET SEQ., AND OF NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION RULES FOR
WASTES ARE SUBJECT TO THE PROVISIONS OF THE SPILL COMPENSATION AND CONTROL ACT, N.J.S.A.
DISCHARGES OF HAZARDOUS SUBSTANCES (AS DEFINED IN N.J.A.C. 7:1E-1.6) IN CONSTRUCTION SITE
18.
RE AS SPECIFIED IN THE OIL-ONLY EMERGENCY SPILL KIT SPECIFICATION IN SECTION 158.
CLEAN UP AND REMEDIATE THE SPILL AS DIRECTED BY NJDEP. SUBMIT AN INCIDENT REPORT TO THE
IMMEDIATELY CONTACT THE NJDEP HOTLINE AT 1-877-WARN DEP (1-877-927-6337), AS WELL AS THE RE.
IF A SPILL OCCURS AS A RESULT OF THE CONTRACTOR'S OPERATIONS, IMMEDIATELY CONTAIN IT AND
17.
202.03.08 OF THE SPECIFICATIONS. REPLACE COMPONENTS OF SPILL KITS AS USED.
APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, RULES, AND REGULATIONS AND AS SPECIFIED IN
CLEAN UP ALL SPILLS. ENSURE CLEANED UP MATERIALS ARE DISPOSED OF IN ACCORDANCE WITH ALL
THE OIL-ONLY EMERGENCY SPILL KIT SPECIFICATION IN SECTION 158. IMMEDIATELY CONTAIN AND
CAPABLE OF CLEANING UP AT LEAST 95 GALLONS OF SPILL. ENSURE THE KITS ARE AS SPECIFIED IN
EMERGENCY SPILL KITS THAT ARE READILY AVAILABLE WITHIN THE PROJECT LIMITS, WITH EACH KIT
BEFORE THE START OF CONSTRUCTION OPERATIONS, PROVIDE A MINIMUM OF TWO (2) OIL-ONLY
16.
ADJACENT TO THE WORK SITE FOR ALL WORKERS AND OTHER SANITARY NEEDS.
PROPER DISPOSAL OF SANITARY SEWAGE/SEPTAGE. PROVIDE AND MAINTAIN ADEQUATE FACILITIES
DISCHARGES OF RAW SANITARY SEWAGE OR SEPTAGE ONSITE ARE STRICTLY PROHIBITED. ENSURE
15.
THE AMOUNT OF CONCRETE BEING POURED AT ONE TIME.
CONCRETE WASHOUT FACILITY LOCATION MAY BE NECESSARY DEPENDING ON EASE OF ACCESS AND
STREAMS, WETLANDS, OR OTHER AREAS SHOWN ON THE PLANS. MORE THAN ONE DESIGNATED
FACILITIES SHOULD BE NO CLOSER THAN 150 FT FROM ENVIRONMENTALLY SENSITIVE AREAS SUCH AS
CONCRETE WASHOUT SYSTEM SPECIFICATION IN SECTION 158. LOCATIONS FOR CONCRETE WASHOUT
OUTSIDE OF DESIGNATED AREAS. PROVIDE CONCRETE WASHOUT FACILITY(IES) AS SPECIFIED IN THE
CONCRETE WASHOUT SYSTEM: CONCRETE WASHOUT WITHIN THE PROJECT LIMITS IS PROHIBITED
14.
THEY OVERFLOW. IMMEDIATELY CLEANUP SPILLS AT SUCH CONTAINERS SHOULD THEY OCCUR.
(WITH LIDS OR COVERS) FOR WASTE. ENSURE WASTE IS COLLECTED FROM SUCH CONTAINERS BEFORE
COLLECTION AREAS ONSITE OR ADJACENT TO THE SITE, AND AN ADEQUATE NUMBER OF CONTAINERS
DISCHARGE/RUNOFF. ENSURE THE PROJECT LIMITS HAVE ONE OR MORE DESIGNATED WASTE
LITTER AND WASTE THAT HAS THE POTENTIAL TO BE TRANSPORTED BY WIND, STORMWATER
ENSURE THE PROJECT LIMITS ARE KEPT CLEAN AND FREE OF DEBRIS, TRASH AND LITTER. CONTAIN
13.
LITTER STATUTE (N.J.S.A.13:1E-99.3); AND OSHA REQUIREMENTS FOR SANITATION AT 29 C.F.R. 1926.
N.J.A.C. 7:26, 7:26A, AND 7:26G; THE NEW JERSEY PESTICIDE CONTROL CODE AT N.J.A.C. 7:30; THE STATE
STATE SOLID WASTE MANAGEMENT ACT, N.J.S.A. 13:1E-1 ET SEQ., AND ITS IMPLEMENTING RULES AT
WASTES, INCLUDING LITTER AND HAZARDOUS AND SANITARY WASTES, IS IN ACCORDANCE WITH THE
ENSURE THE HANDLING OF WASTE BUILDING MATERIAL, RUBBLE AND OTHER CONSTRUCTION SITE
12.
OF THE AFOREMENTIONED MATERIALS.
NOTIFY THE USFWS IMMEDIATELY IF WETLANDS OR WATERWAYS BECOME CONTAMINATED WITH ANY
FEET, IF FEASIBLE, FROM A WATERBODY, WETLAND, OR OTHER ENVIRONMENTALLY SENSITIVE AREA.
DO NOT CONVEY ANY OF THE AFOREMENTIONED MATERIALS. STORE PRODUCTS AT A MINIMUM OF 150
STORMWATER DISCHARGE/RUNOFF FROM THE PROJECT LIMITS. ENSURE THAT ALL STORMWATER INLETS
NECESSARY TO PREVENT OR MINIMIZE THE PRESENCE OF WASTE FROM SUCH MATERIALS IN THE
RECOMMENDED APPLICATION RATES, USES, AND METHODS ARE STRICTLY FOLLOWED TO THE EXTENT
CURING COMPOUNDS IN CONTAINERS IN A DRY COVERED AREA. ENSURE MANUFACTURERS'
PAINT THINNERS, CLEANING SOLVENTS AND ACIDS, DETERGENTS, CHEMICAL ADDITIVES, AND CONCRETE
STORE PESTICIDES, FERTILIZERS, FUELS, LUBRICANTS, PETROLEUM PRODUCTS, ANTIFREEZE, PAINTS AND
11.
ARCHITECTURE AND ENVIRONMENTAL SOLUTIONS THROUGH THE RE.
DURING CONSTRUCTION, CEASE OPERATIONS IMMEDIATELY AND CONTACT THE BUREAU OF LANDSCAPE
IF AN ARCHAEOLOGY SITE OR UNDERGROUND STORAGE TANKS ARE UNEXPECTEDLY DISCOVERED
10.
ARCHITECTURE AND ENVIRONMENTAL SOLUTIONS' ENVIRONMENTAL TEAM.
VEGETATION AS DIRECTED BY THE RE IN CONSULTATION WITH THE BUREAU OF LANDSCAPE
THEIR PRE-CONSTRUCTION GRADES USING NATIVE SOILS AND PLANTED WITH INDIGENOUS NON-INVASIVE
UPON COMPLETION OF THE PROJECT, ALL TEMPORARILY DISTURBED AREAS MUST BE RESTORED TO
9.
ENSURE ALL VEGETATION OUTSIDE LIMITS OF DISTURBANCE IS PRESERVED.
8.
WATERWAYS ON SITE, REGARDLESS OF THE CONTRIBUTORY DRAINAGE AREA.
REASON, EXCEPT WHERE APPROVED BY THE NJDEP. THIS CONDITION APPLIES TO ALL STREAMS AND
WITHIN 50 FEET FROM THE TOP OF ALL STREAM BANKS ON SITE ARE NOT DISTURBED FOR ANY
ENSURE THAT TREES, SHRUBS, GRASSES, AND OTHER VEGETATION LOCATED ON STREAM BANKS AND
7.
IN SUCH A WAY AS NOT TO INTERFERE WITH THE POSITIVE DRAINAGE OF THE RECEIVING AREA.
MANNER OUTSIDE OF ANY REGULATED FLOODPLAIN, OPEN WATER, WETLAND, OR TRANSITION AREA, AND
EXCAVATED MATERIAL THAT WILL NOT BE USED AS BACKFILL MUST BE DISPOSED OF IN A LAWFUL
6.
SLURRY IN A CONCRETE WASHOUT FACILITY IF THAT ITEM IS PART OF THE CONTRACT.
OF IT AS SPECIFIED IN 202.03.07.B OF THE SPECIFICATIONS. THE CONTRACTOR MAY MANAGE THE
ABOUT BY TRAFFIC MOTION, WIND, OR PRECIPITATION. CONTAIN THE CONCRETE SLURRY AND DISPOSE
CONTINUOUS REMOVAL OF GRINDING RESIDUE FROM THE PAVEMENT SURFACE BEFORE IT IS BLOWN
NOT LIMITED TO, BRIDGE DECK, APPROACH SLAB, AND TRANSITION SLAB SAWCUTTING. PROVIDE FOR
ENVIRONMENTALLY SENSITIVE AREAS, SUCH AS WETLANDS AND WATERBODIES. THIS INCLUDES, BUT IS
CREATE A DUST HAZARD AND ENSURE THAT DEBRIS AND SLURRY DO NOT ENTER INLETS OR
OPERATIONS THAT COULD CAUSE DUST, SLURRY, AND STORMWATER RUNOFF PROBLEMS, DO NOT
GRINDING, SLIP-FORM PAVING, PLACEMENT OF PERMANENT ROADWAY REFLECTIVE MARKERS, AND SIMILAR
DURING SAWCUTTING, MILLING, CORE SAMPLING, INSTALLING LONGITUDINAL JOINT TIES, DIAMOND
5.
POTENTIALLY CAUSE DAMAGE TO THE ENVIRONMENTALLY SENSITIVE AREA.
ENVIRONMENTAL TEAM SHOULD BE CONTACTED FOR GUIDANCE IF RETRIEVAL OF DEBRIS MAY
PROMPTLY REMOVE IT. THE BUREAU OF LANDSCAPE ARCHITECTURE AND ENVIRONMENTAL SOLUTIONS'
DEBRIS DOES ACCIDENTALLY FALL INTO ANY OF THESE ENVIRONMENTALLY SENSITIVE AREAS,
TO PREVENT FINES, AS WELL AS LARGER PIECES OF DEBRIS, FROM ENTERING THE WATERBODY. IF
ENVIRONMENTALLY SENSITIVE AREAS TO CATCH DEBRIS. TEMPORARY SHIELDING IS TO BE DESIGNED
TEMPORARY SHIELDING IS TO BE USED DURING DEMOLITION OF BRIDGES OVER THESE
UNIMPACTED WETLANDS/TRANSITION AREAS, OR OTHER ENVIRONMENTALLY SENSITIVE AREAS.
DO NOT DROP WASTE CONCRETE, DEBRIS, OR OTHER CONSTRUCTION MATERIAL INTO WATERBODIES,
4.
SPECIFICATION IN SECTION 158.
WASHOUT FACILITY AND MANAGED AS SPECIFIED IN THE CONCRETE WASHOUT SYSTEM
WATERBODY. ALL PUMPED WATER IS TO BE DISCHARGED TO A HOLDING TANK OR CONCRETE
NO PUMPED WATER FROM CONCRETE/GROUT OPERATIONS MAY BE DISCHARGED DIRECTLY TO A
CONCRETE/GROUT THAT COMES IN CONTACT WITH A WATERBODY MUST BE REMOVED IMMEDIATELY.
WITH WATERBODIES. RAW CONCRETE/GROUT IS TOXIC TO AQUATIC BIOTA. ANY RAW
PRECAUTIONS MUST BE TAKEN TO PREVENT RAW CONCRETE/GROUT FROM COMING INTO CONTACT
3.
FROM THE STREAM CORRIDOR AND ADJACENT LANDS.
WILL REMOVE AND DISPOSE OF IN A LAWFUL MANNER ALL EXCESS MATERIAL, EQUIPMENT, AND DEBRIS
CORRIDOR UPON COMPLETION OR ABANDONMENT OF THE WORK. THE APPLICANT AND/OR ITS AGENTS
DUMPING ANY MATERIALS, EQUIPMENT, DEBRIS, OR STRUCTURES WITHIN OR ADJACENT TO THE STREAM
PERMIT ANY UNREASONABLE INTERFERENCE WITH THE FREE FLOW OF ANY STREAM BY PLACING OR
DURING THE COURSE OF CONSTRUCTION, NEITHER THE APPLICANT NOR ITS AGENTS WILL CAUSE OR
2.
FENCE.
ENVIRONMENTALLY SENSITIVE AREA. PROTECT STOCKPILE BASES WITH A HAY BALE BARRIER OR SILT
FEASIBLE, OF A SLOPE, DRAINAGE FACILITY, WATERBODY, WETLAND, FLOODPLAIN, OR OTHER
STOCKPILES, VEHICLES, CONCRETE WASHOUT FACILITIES, AND/OR EQUIPMENT WITHIN 50 FEET, IF
ALLOW FOR ENCROACHMENT BEYOND THE FENCING LOCATIONS. IN ADDITION, DO NOT LOCATE
HAZARD AREAS BEYOND THE CAUTION FENCE AND SILT FENCE AS SHOWN ON THE PLANS. DO NOT
WETLANDS/TRANSITION AREAS/STATE OPEN WATER AREAS/FLOODPLAINS/RIPARIAN ZONES/FLOOD
SENSITIVE AREA - DO NOT ENCROACH UPON OR STORE ANY EQUIPMENT/VEHICLE/MATERIALS IN
1.
10. SEE PERMIT FOR STANDARD CONDITIONS.
PROTECTION AND PLANNING ACT.
BE SUBJECT TO THE REQUIREMENTS OF THE HIGHLANDS WATER
N.J.S.A. 13:20-1, AND AS SUCH, ANY DEVELOPMENT ON THIS PROPERTY MAY
HIGHLANDS PLANNING AREA OF A CONFORMING TOWNSHIP, DEFINED AT
SUBJECT TO THIS PERMIT AUTHORIZATION IS LOCATED WITHIN THE
9. HIGHLANDS REQUIREMENT: PLEASE BE ADVISED THAT THE PROPERTY
CONDITION.
PRECAUTIONS TO ENSURE CONTINUOUS COMPLIANCE WITH THIS
IT BE DETERMINED THAT THE PERMITTEE HAS NOT TAKEN PROPER
OR THE RIGHT TO SUSPEND ALL REGULATED ACTIVITIES ONSITE SHOULD
MEASURES ARE REQUIRED TO PROTECT STATE-REGULATED RESOURCES,
CONSERVATION MEASURES IF IT BECOMES EVIDENT THAT ADDITIONAL
DEPARTMENT RESERVES THE RIGHT TO REQUIRE ADDITIONAL SOIL
PROHIBITED ANYTIME BUT ESPECIALLY DURING THIS PERIOD. THE
MINIMUM INCREASE IN THE NATURAL LEVEL OF TURBIDITY, IS ALSO
SEDIMENT INTO SAID STREAM OR WHICH COULD CAUSE MORE THAN A
WATERCOURSE WHICH DOES NOT MINIMIZE THE INTRODUCTION OF
WITHIN THE FLOOD HAZARD AREA OR RIPARIAN ZONE OF THIS
MARCH 15 AND JUNE 15 OF EACH YEAR. IN ADDITION, ANY ACTIVITY
CONSTRUCTION ACTIVITIES NEAR THE BANKS OF THE CHANNEL BETWEEN
CAUTION SHALL BE TAKEN FOR ANY GRADING, EXCAVATION OR
RARITAN RIVER UNT FROM SEDIMENT GENERATING ACTIVITIES, SPECIAL
8. IN ORDER TO PROTECT TROUT SPECIES WITHIN THE SOUTH BRANCH
VEGETATION IN ACCORDANCE WITH N.J.A.C. 7:13-11.2(Z).
DISTURBED AREAS SHALL BE RESTORED WITH INDIGENOUS, NON-INVASIVE
DRAWINGS. UPON COMPLETION OF THE PROJECT, ALL TEMPORARY
DISTURBED IN THE AREAS SPECIFICALLY KNOWN ON THE APPROVED
VEGETATION WITHIN 300-FT OF THE TOP OF THE BANK SHALL ONLY BE
ALONG THE SOUTH BRANCH RARITAN RIVER UNT IS 300-FT. THEREFORE,
7. THE DEPARTMENT HAS DETERMINED THAT THE RIPARIAN ZONE ONSITE
SATISFIED.
SATISFACTORY TO THE DIVISION THAT SUCH CONDITION(S) CANNOT BE
OF THE EFFECTIVE DATE OF THE PERMIT, OR PROVIDE EVIDENCE
PERMITTEE SHALL COMPLY WITH SUCH CONDITION(S) WITHIN SIX MONTHS
PERMIT OR, IF NO TIME SPECIFIC REQUIREMENT IS IMPOSED, THEN THE
COMPLY WITH SUCH CONDITION(S) WITHIN THE TIME REQUIRED BY THE
PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE PERMITTEE SHALL
6. IF THIS PERMIT CONTAINS A CONDITION THAT MUST BE SATISFIED
OF EACH CALENDAR YEAR.
CLEARING OF ALL WOODY VEGETATION FROM APRIL 1 TO NOVEMBER 15
PERMITTEE SHALL ADHERE TO A SEASONAL RESTRICTION ON THE
TRICOLORED BAT, AS WELL AS NESTING MIGRATORY BIRD SPECIES, THE
5. TO AVOID IMPACTS TO INDIANA BAT, NORTHERN LONG-EARED BAT,
DRAINAGE OF THE RECEIVING AREA.
AND IN SUCH A WAY AS TO NOT INTERFERE WITH THE POSITIVE
OPEN WATER, FRESHWATER WETLAND, AND ADJACENT TRANSITION AREA,
LAWFUL MANNER OUTSIDE OF ANY FLOOD HAZARD AREA, RIPARIAN ZONE,
4. ALL EXCAVATED AND DREDGED MATERIAL MUST BE DISPOSED OF IN A
FOR COMPLIANCE WITH THESE RULES.
THEREFORE, THE DEPARTMENT DID NOT REVIEW THE PROPOSED PROJECT
DEFINED IN THE STORMWATER MANAGEMENT RULES AT N.J.A.C. 7:8-1.2.
DETERMINED THAT THIS PROJECT IS NOT A MAJOR DEVELOPMENT AS
3. FOR THE PURPOSES OF THIS PERMIT, THE DEPARTMENT HAS
THE PROJECT.
PROPER WORKING CONDITION THROUGHOUT THE ENTIRE DURATION OF
GRADING OR CONSTRUCTION ONSITE, AND SHALL BE MAINTAINED IN
MEASURES SHALL BE INSTALLED PRIOR TO COMMENCING ANY CLEARING,
2. ALL SEDIMENT BARRIERS AND OTHER SOIL EROSION CONTROL
THE APPROVED PLANS.
UNLESS EXPRESSLY APPROVED BY THIS PERMIT AND/OR DESCRIBED ON
WITHIN ANY CHANNEL, FRESHWATER WETLAND OR TRANSITION AREA,
1. CONSTRUCTION EQUIPMENT SHALL NOT BE STORED, STAGED, OR DRIVEN
NOT A MAJOR DEVELOPMENT
STORMWATER MANAGEMENT RULE -
= 0.04 ACRES (<‚ ACRE)
NET NEW IMPERVIOUS SURFACING
= 0.23 ACRES (<1 ACRE)
TOTAL LAND DISTURBANCE AREA
8
XX-XXXX(XX)
XX-XXXX(XX)
FOR EACH HEALTH AND SAFETY COORDINATOR.
INCLUDE IN THE SITE-SPECIFIC HASP APPLICABLE TRAINING AND QUALIFICATIONS DOCUMENTATION
FOR THE WORK REQUIRED, SHALL IMPLEMENT THE AIR MONITORING PROGRAM. THE CIH/CSP SHALL
CIH/CSP OR AN ASSIGNED COORDINATOR, SUITABLY TRAINED AND APPROVED BY THE CIH/CSP
EXCAVATION AND LOADING OPERATIONS OF REGULATED MATERIAL. IF DEEMED NECESSARY, THE
DUST, ORGANIC VAPORS AND/OR AIR CONTAMINANTS RELATED TO VEHICLE EMISSIONS) DURING
AND SAFETY PLAN (HASP). THE CIH/CSP SHALL EVALUATE THE NEED FOR AIR MONITORING (FOR
REGULATED MATERIAL TO ENSURE CONFORMANCE WITH THE APPROVED SITE-SPECIFIC HEALTH
EXCAVATION AND/OR OTHER CONSTRUCTION ACTIVITIES AND DURING THE HANDLING OF
THE HEALTH AND SAFETY COORDINATOR SHALL MONITOR THE WORKING CONDITIONS DURING
29.
LIBRARIES, AND PUBLIC RECREATION AREAS.
RESIDENTIAL BUILDINGS, MOTELS, HOTELS, SCHOOLS, CHURCHES, HOSPITALS, NURSING HOMES,
AND THE NOISE SENSITIVE SITES. NOISE SENSITIVE SITES INCLUDE BUT ARE NOT LIMITED TO
NOISE SENSITIVE SITES WITHOUT PORTABLE NOISE BARRIERS PLACED BETWEEN THE EQUIPMENT
STATIONARY EQUIPMENT POWERED BY AN INTERNAL COMBUSTION ENGINE WITHIN 150 FEET OF
SILENCERS. ENSURE AIR COMPRESSORS MEET EPA NOISE EMISSION STANDARDS. DO NOT OPERATE
PROPERLY MAINTAINED MUFFLER. FIT AIR-POWERED EQUIPMENT WITH PNEUMATIC EXHAUST
EQUIP CONSTRUCTION EQUIPMENT POWERED BY AN INTERNAL COMBUSTION ENGINE WITH A
EMPLOY METHODS AND CONTROLS TO MINIMIZE NOISE CAUSED BY CONSTRUCTION OPERATIONS.
28.
WETLANDS TO PREVENT THE SPREAD OF INVASIVE SPECIES.
THOROUGHLY WASH CONSTRUCTION EQUIPMENT OFFSITE BEFORE USE WITHIN 500 FEET OF
27.
CONTINUOUS COMPLIANCE WITH THESE CONDITIONS.
SHOULD IT BE DETERMINED THAT PROPER PRECAUTIONS HAVE NOT BEEN TAKEN TO ENSURE
PASSAGE. THE NJDEP RESERVES THE RIGHT TO SUSPEND ALL REGULATED ACTIVITIES ON SITE
ACCORDANCE WITH THE CULVERT PIPE(S) PLACEMENT TO ALLOW FOR LOW FLOW FISH
THE PIPES AND RIP-RAP MUST BE PLACED, SHAPED AND/OR EMBEDDED INTO THE CHANNEL IN
DOWNSTREAM OF THE CROSSINGS. ANY APRON MUST HAVE A CONCAVE BOTTOM TO MATCH
SLIGHTLY BELOW EXISTING STREAM BOTTOM INVERTS AS FOUND IMMEDIATELY UPSTREAM AND
LOW FLOW FISH PASSAGE: THE PLACEMENT OF PIPE CULVERTS MUST BE AT OR JUST
26.
NOVEMBER 15 OF EACH CALENDAR YEAR.
REMOVAL OF TREES WITHIN THE PROJECT LIMIT OF DISTURBANCE FROM APRIL 1 THROUGH
SEPTENTRIONALIS), THE PERMITTEE SHALL ADHERE TO A SEASONAL RESTRICTION FOR THE
DUE TO THE PRESENCE OF INDIANA AND NORTHERN LONG-EARED BATS (MYOTIS
25.
AND NJDOT SPECIFICATIONS 201.03.05 AND 201.03.06.
SEALING OF MONITORING WELLS SHALL BE DONE IN ACCORDANCE WITH NJDEP REQUIREMENTS
BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. THE REPAIR, REPLACEMENT, OR
THEM FROM BEING DAMAGED. ANY MONITORING WELLS DAMAGED DURING CONSTRUCTION SHALL
MONITORING WELLS IN AND NEAR THE CONSTRUCTION ZONE MUST BE BARRICADED TO PREVENT
24.
THE PROJECT LIMITS. MAKE THE FORM AVAILABLE UPON REQUEST.
CHECKLIST AND INSPECTION FORM FOR EACH INSPECTION AND RETAIN THE ORIGINAL WITHIN
SECTION 158 OF THE SPECIFICATIONS. COMPLETE THE NJDOT ENVIRONMENTAL COMPLIANCE
OPERATIONS) ARE TO BE PERFORMED BY THE CONTRACTOR AND THERE AS SPECIFIED IN
SEDIMENT CONTROL MEASURES, WATER QUALITY MEASURES, AND SITE WASTE CONTROL
ENVIRONMENTAL COMPLIANCE INSPECTIONS (INCLUDING, BUT NOT LIMITED TO, SOIL EROSION AND
23.
ENSURE TIMBER IS USED UNDER EQUIPMENT IN WET AREAS TO PREVENT SOIL COMPACTION.
22.
STABILIZE STORM DRAINAGE OUTLETS BEFORE THE DISCHARGE POINTS BECOME OPERATIONAL.
21.
PROTECTED BY TURBIDITY BARRIER WITHOUT CAUSING SCOUR OR EROSION.
DEWATERING ACTIVITIES SHOULD BE RETURNED TO A PORTION OF THE WATERBODY THAT IS
ANY REGULATORY PERMIT TIMING RESTRICTION PERIOD. CLEAN AND CLEAR WATER FROM
FACILITIES INVOLVING GROUND DISTURBANCE NEAR A WATERBODY IS TO BE DONE OUTSIDE OF
OTHERWISE, PERMIT MODIFICATIONS MAY BE REQUIRED. CONSTRUCTION OF DEWATERING
BE LOCATED IN UNIMPACTED WETLAND OR TRANSITION AREAS OR IN FLOODPLAINS, IF FEASIBLE.
CONTROL TANKS/SEDIMENT CONTROL BAGS NEEDED FOR DEWATERING ACTIVITIES SHOULD NOT
CONTROL ITEMS SHOULD BE USED IN ACCORDANCE WITH SECTION 158. BASINS/SEDIMENT
SPECIFIED IN SECTION 501 OF THE SPECIFICATIONS. STANDARD SOIL EROSION AND SEDIMENT
ALL DEWATERING OPERATIONS TO MINIMIZE SEDIMENT TRANSFER. PERFORM DEWATERING AS
BODIES, WETLANDS, OR INLETS IS PROHIBITED. NECESSARY PRECAUTIONS MUST BE TAKEN DURING
PUMPING OF SEDIMENT-LADEN WATER FROM DEWATERING ACTIVITIES DIRECTLY INTO WATER
20.
PROTECT FUELING AREAS FROM RUN-ON AND RUNOFF.
MATERIAL AND DISPOSE OF THE MATERIAL AS SPECIFIED IN 202.03.08 OF THE SPECIFICATIONS.
REPAIR LEAKING EQUIPMENT OR REMOVE IT FROM THE PROJECT LIMITS. CLEAN UP THE TAINTED
TANKS CLOSER THAN 300 FEET, WHERE FEASIBLE, FROM THESE SENSITIVE AREAS. IMMEDIATELY
A WATER BODY, WETLAND, OR OTHER ENVIRONMENTALLY SENSITIVE AREA. DO NOT STORE FUEL
ENSURE REFUELING OPERATIONS ARE CONDUCTED AT A MINIMUM OF 150 FEET, IF FEASIBLE, FROM
19.
6/17/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\Drainage\Permit Plans\SCD Certification\06_EP-3P.sht
2:55:13 PM
TIME:
6/17/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\Drainage\Permit Plans\SCD Certification\06_EP-3P.sht
2:55:13 PM
TIME:
N.T.S.
BY
REVISION
C'K'D
DATE
GREENMAN-PEDERSEN, INC.
CERTIFICATION OF AUTHORIZATION NO. 24GA27959500
STATE
FEDERAL PROJECT NO.
N.J.
NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE03468200
JUDITH G. BOWEN
BOROUGH OF HIGH BRIDGE
DOWNTOWN CONNECTION
FY 2018 SRTS HIGH BRIDGE
SEDIMENT CONTROL CERTIFICATION
PLANS FOR SOIL EROSION AND
DATE: JUNE 17, 2025
6
EP-3
EP-4
ENVIRONMENTAL, SOIL EROSION
& SEDIMENT CONTROL PLANS
EXISTING GROUND
GROUND
EXISTING
MIN.
15'
6" MIN.
6"
6"
GEOTEXTILE FABRIC
AS REQUIRED
OR GREATER,
25' RADIUS
AS REQUIRED
100' OR GREATER,
AS REQUIRED
OR GREATER,
25' RADIUS
ROW
PUBLIC
AS REQUIRED
100' OR GREATER,
ROW
PUBLIC
NOTE:
PROFILE AND PLAN VIEW
STABILIZED CONSTRUCTION DRIVEWAY
RIGHT-OF-WAY.
CONSTRUCTION ENTRANCE AND THE PUBLIC
PROVIDE TRANSITION BETWEEN THE STABILIZED
OF ROADWAY
PERCENT SLOPE
LENGTH OF STONE REQUIRED
0 TO 2%
2 TO 5%
>5%
50 FT
100 FT
COARSE GRAINED SOILS
FINE GRAINED SOILS
1
1. AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY.
200 FT
100 FT
ENTIRE SURFACE STABILIZED WITH FABRIC BASE COURSE
INLET FILTERS, TYPE 2
WIDTH=W
LENGTH=L
CURB OPENING
DEPTH=D
LUMBER
OVERFLOW
PROVIDE FOR FLOOD
DUMP STRAP (TYP.)
BAG FROM INLET
FOR REMOVAL OF
INSERT 1" REBAR
GRATE
INLET
BAG DETAIL
LUMBER
(2 EACH)
STRAPS
DUMP
INSTALLATION DETAIL
BAG
INLET FILTER
BAG FROM INLET
FOR REMOVAL OF
INSERT 1" REBAR
DUMP STRAPS
2" FLAT WASHERS)
(1/4" NYLON ROPE,
RESTRAINT
EXPANSION
INLET FILTERS, TYPE 2
WIDTH=W
LENGTH=L
CURB OPENING
DEPTH=D
LUMBER
OVERFLOW
PROVIDE FOR FLOOD
DUMP STRAP (TYP.)
BAG FROM INLET
FOR REMOVAL OF
INSERT 1" REBAR
GRATE
INLET
BAG DETAIL
INSTALLATION DETAIL
LUMBER
(2 EACH)
STRAPS
DUMP
2" FLAT WASHERS)
(1/4" NYLON ROPE,
RESTRAINT
EXPANSION
BAG
INLET FILTER
BAG FROM INLET
FOR REMOVAL OF
INSERT 1" REBAR
DUMP STRAPS
EXISTING GROUND
GROUND
EXISTING
MIN.
15'
6" MIN.
6"
6"
GEOTEXTILE FABRIC
AS REQUIRED
OR GREATER,
25' RADIUS
AS REQUIRED
100' OR GREATER,
AS REQUIRED
OR GREATER,
25' RADIUS
ROW
PUBLIC
AS REQUIRED
100' OR GREATER,
ROW
PUBLIC
PROFILE AND PLAN VIEW
STABILIZED CONSTRUCTION DRIVEWAY
OF ROADWAY
PERCENT SLOPE
LENGTH OF STONE REQUIRED
0 TO 2%
2 TO 5%
>5%
50 FT
100 FT
COARSE GRAINED SOILS
FINE GRAINED SOILS
1
1. AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY.
200 FT
100 FT
ENTIRE SURFACE STABILIZED WITH FABRIC BASE COURSE
8
XX-XXXX(XX)
FLOW
FLOW
NOTES:
4" SQUARE OPENINGS
STEEL WIRE MESH,
15 GAUGE WELDED
HEAVY DUTY SILT FENCE
(4'-0" WIDE)
GEOTEXTILE
6" x 6" TRENCH
CONSTRUCTION AREA
MIN.
3'-0"
C TO C
4'-0"
FENCE POST.
GALVANIZED CHAIN-LINK
4" x 4" WOOD, OR 2" DIA.
6"
6"
6" x 6" TRENCH
UPHILL
OR SLIGHTLY
POST-PLUMB
FABRIC
WIRE
GEOTEXTILE
BATTEN
FLOW
POST
2'-0"
BURY 6" OF WIRE FABRIC IN TIDAL AREAS.
5.
TOP. DO NOT SPLICE INDIVIDUAL ROLLS AT LOW POINTS.
WITH SCREWS AT 6 INCH INTERVALS STARTING 3 INCHES FROM THE
AROUND A BATTEN TWICE AND ATTACHING THE BATTEN TO POST
COMMON POST BY WRAPPING EACH END OF THE GEOTEXTILE
SECURELY FASTEN ENDS OF INDIVIDUAL ROLLS OF GEOTEXTILE TO A
4.
IN PLACE.
BURY BOTTOM 1 FOOT OF GEOTEXTILE AS PER SILT FENCE AND TAMP
3.
BURY FENCE POST 2'-0" BELOW GROUND.
2.
INCH INTERVALS STARTING 3 INCHES FROM TOP.
AND THE POSTS PLACING SCREWS, OR APPROVED FASTENERS, AT 6
TIES OR HOG RINGS, THEN SANDWICH BETWEEN A 1" x 3" x 3' BATTEN
SECURELY FASTEN GEOTEXTILE TO WIRE FABRIC BY USE OF WIRE
1.
6/17/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
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2:15:43 PM
TIME:
6/17/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\Drainage\Permit Plans\SCD Certification\07_EP-4P.sht
2:15:43 PM
TIME:
0
30' 20' 10'
30'
60'
BY
REVISION
C'K'D
DATE
GREENMAN-PEDERSEN, INC.
CERTIFICATION OF AUTHORIZATION NO. 24GA27959500
STATE
FEDERAL PROJECT NO.
N.J.
NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE03468200
JUDITH G. BOWEN
BOROUGH OF HIGH BRIDGE
DOWNTOWN CONNECTION
FY 2018 SRTS HIGH BRIDGE
OW-A1
OW-A2
OW-A3
OW-A4
OW-A5
OW-A6
OW-A7
OW-A8
OW-A9
OW-A10
OW-A11
OW-A12
OW-A13
OW-A14
A15
A16
A17
OW-C7
OW-C6
OW-C5
OW-C4
OW-C3
SOUTH BRANCH RARITAN RIVER TRIBUTARY
SOUTH BRANCH RARITAN RIVER TRIBUTARY
M.B.
West Main Street
Hart Street
Union Ave.
Central Ave.
Hart Street
M.B.
M.B.
M.B.
M.B.
Valves
Oil Fill
M.B.
GPS-1
TR-105
TR-104
TR-103
TR-102
TR-101
TR-100
TR-106
1
2
3
4
5
6
7
PC 0+00.00
PT 0+35.67
PC 1+25.45
PT 1+96.26
PC 2+61.20
PT 2+72.89
PC 4+26.50
PT 4+30.97
POE 7+23.11
11
POB 10+00.00
PI 10+84.78
POE 11+51.14
21
22
23
24
PC 21+90.13
PT 22+38.25
PC 24+10.71
PT 24+47.18
R
=
3
5
'
R=
10
4'
=
2
9
'
R
R=
10
0'
R=
20
0'
R=
20
0'
235
240
240
245
245
245
250
250
250
250
255
255
255
260
265
270
275
280
285
290
295
300
305
310
315
Bridge Street
Post
TR-107
a
b
a
a
b
c
24" RCP
24" RCP
24" RCP
a
Bridge Street
31
POB 30+00.00
20
21
PI 20+00.00
315
315
LEGEND
HcuAt
SOIL TYPE AND BOUNDARY LINE
INLET FILTER TYPE 2
HEAVY DUTY SILT FENCE, ORANGE
LIMITS OF GRADING
300' RIPARIAN ZONE BOUNDARY LINE
50' WETLAND TRANSITION AREA
WETLAND FLAG AND ID
WETLAND DELINEATION LINE
D22
DATE: JUNE 17, 2025
SEDIMENT CONTROL CERTIFICATION
PLANS FOR SOIL EROSION AND
7
EP-4
EP-4
ENVIRONMENTAL, SOIL EROSION
& SEDIMENT CONTROL PLANS
STA 31+25.00
POE
ParEe
HcuAt
UdrB
UdrB
ParEe
BOROUGH OF HIGH BRIDGE
COUNTY OF HUNTERDON
8
XX-XXXX(XX)
Existing R.O.
W. Line
Existing R.O.
W. Line
Existing R.O.
W. Line
Existing R.O.W. Line
Existing R.O.W. Line
Existing R.O.
W. Line
HEAVY DUTY SILT FENCE, ORANGE (TYP.)
HEAVY DUTY SILT FENCE, ORANGE (TYP.)
INLET FILTER TYPE 2 (TYP.)
ASPHALT DRIVEWAY
GRAVEL DRIVEWAY
GRAVEL DRIVEWAY
GRAVEL DRIVEWAY
GRAVEL DRIVEWAY
GRAVEL DRIVEWAY
ASPHALT DRIVEWAY
ASPHALT DRIVEWAY
SEE THIS SHEET
MATCH LINE CENTRAL AVE \ STA. 20+97.55
MATCH LINE CENTRAL AVE \ STA. 20+97.55
SEE THIS SHEET
CONCRETE SIDEWALK (TYP.)
CONCRETE SIDEWALK (TYP.)
GRAVEL DRIVEWAY
PROPOSED INLET RESET (TYP.)
PROPOSED PIPE (TYP.)
PROPOSED INLET (TYP.)
TC-1
TC-1
8
8
TRAFFIC CONTROL AND
STAGING NOTES
APPROXIMATE TOTAL PROJECT DURATION: 7 MONTHS
20.
2.
4.
5.
6.
9.
17.
18.
19.
22.
PLACEMENT OF THESE SIGNS TO BE AS DIRECTED BY THE RE.
(GROOVED PAVEMENT) TO BE USED WHEN SUCH PAVEMENT CONDITIONS EXIST. THE
CONSTRUCTION SIGNS W8-11a (SYMBOL FOR UNEVEN PAVEMENT) AND W8-15
MAIN ACCESS POINT WITHIN THE AREA OF A LANE OR SHOULDER CLOSURE.
ON THE CLOSED WIDTH TO BE LOCATED 100 FEET BEYOND EACH INTERSECTION OR
A W1-6 (ARROW) SIGN MOUNTED ON A BREAKAWAY BARRICADE AND CENTERED
BE COVERED, REMOVED OR RELOCATED AS DIRECTED BY THE RE.
REFLECTORS WHICH CONFLICT WITH THE PROPOSED TRAFFIC CONTROL PLAN ARE TO
ALL EXISTING ROAD SIGNS, PAVEMENT MARKINGS AND/OR PLOWABLE PAVEMENT
BE IN PLACE.
PRIOR TO ANY ROAD CONSTRUCTION, TRAFFIC CONTROL SIGNS AND DEVICES ARE TO
UNLESS NOTED OTHERWISE OR APPROVED BY THE RE.
SHALL COMPLY WITH CURRENT NJDOT STANDARD DETAILS AND SPECIFICATIONS,
TRAFFIC CONTROL DEVICES, CONSTRUCTION SIGNS AND OTHER MPT APPURTENANCES
ADVANCE OF PROJECT LIMITS.
CONSTRUCTION SIGN W99-2 (GIVE US A BRAKE) TO BE LOCATED 200 FEET IN
21.
SPECIFICATIONS.
OF LANE CLOSURES. THE PLAN TO BE SUBMITTED TO THE RE AS SPECIFIED IN THE
VEHICLES THROUGHOUT THE WORK SITE WHERE SPACE CONSTRAINTS PREVENT THE USE
THE CONTRACTOR TO SUBMIT A PLAN FOR THE SAFE ACCESS OF CONSTRUCTION
CONTROL" UNLESS OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS.
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES - SECTION 6 "TEMPORARY TRAFFIC
MAINTENANCE AND PROTECTION OF TRAFFIC TO BE IN ACCORDANCE WITH THE
THE UTILITY COMPANIES AS NOTED IN THE SPECIFICATIONS.
TO MEET THE NJDOT STANDARD DETAILS. NOTIFICATION SHALL BE PROVIDED TO
THEIR OWN SCHEDULE, IMPLEMENTING THEIR OWN MPT SCEHEMES. THESE ARE
IF UTILITY WORK IS REQUIRED. THE UTILITY COMPANIES MAY PERFORM WORK ON
ANY WORK ZONES/CLOSURES SHALL MAINTAIN ACCESS TO INTERSECTING STREETS.
3.
8.
OF THE ALTERNATIVE MPT SCHEME EXCEEDS THE CONTRACTOR'S MPT BID COSTS.
APPROVAL, HOWEVER NO ADDITIONAL PAYMENT SHALL BE MADE IF THE COST
THE CONTRACTOR MAY SUBMIT TO THE RE AN ALTERNATIVE MPT SCHEME FOR
MAINTAIN STORMWATER DRAINAGE DURING CONSTRUCTION.
7.
CURVATURE OF THE ROADWAY.
DEPARTMENT, TO ADJUST FOR REDUCED VISIBILITY DUE TO HORIZONTAL AND VERTICAL
WHICH IS SHOWN IN THE NJDOT TRAFFIC CONTROL DETAILS, AT DIRECTION OF THE
ADVANCE WARNING SIGNS, DISTANCES, AND LENGTHS MAY BE EXTENDED FROM THAT
MINIMUM.
ARE TO BE PROVIDED WITH AT LEAST ONE W20-IF SIGN (ROAD WORK AHEAD) AS A
SIDE STREETS ENTERING THE ROADWAY AFTER THE FIRST ADVANCE WARNING SIGN
PEDESTRIAN ACCESS DURING ACTIVE WORK ZONES.
MAINTAINED 24/7. CONSTRUCT AND MAINTAIN TEMPORARY RAMPS THAT ACCOMODATE
PEDESTRIAN ACCESS TO RESIDENTIAL PROPERTIES WITHIN WORK AREA SHALL BE
13.
ACCOMPLISHED.
RESOLUTION, WHEN CONCURRENCE OF DRIVEWAY CONSTRUCTION CANNOT BE
CONSTRUCTION PRIOR TO INITIATING ITS CONSTRUCTION. NOTIFY RE FOR
DOCUMENTATION OF OWNER'S ACCEPTANCE OF TIME AND METHOD FOR DRIVEWAY
CONSTRUCTION WITH THE PROPERTY OWNER(S). PROVIDE THE RE WITH
SHIFT. COORDINATE THE TIME AND METHOD OF THE PROPOSED DRIVEWAY
DRIVEWAYS THAT ARE REMOVED MUST BE RE-CONSTRUCTED IN THE SAME WORK
14.
15.
1.
SHALL BE IN PLACE PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.
ALL SOIL EROSION CONTROL DEVICES AS SHOWN ON THE ENVIRONMENTAL PLANS
DURING CONSTRUCTION.
PEDESTRIAN CROSSWALK ACROSS COUNTY ROUTE 646 (SHUNPIKE ROAD) AT LENAPE TRAIL
PEDESTRIAN CROSSING LOCATIONS AND TYPE AS DIRECTED BY THE RE. MAINTAIN
WHERE REQUIRED, THE CONTRACTOR IS TO MAKE PROVISIONS FOR MAINTAINING
10.
11.
12.
16.
CLOSURE/DETOURS WILL BE PERMITTED.
WORK ZONES/LANE CLOSURES, IN COMPLIANCE WITH NJDOT TCD-4. NO FULL
COUNTY ROUTE 646 (SHUNPIKE RD) USING FLAGGING OPERATIONS DURING ACTIVE
PROPOSED ROADSIDE IMPROVEMENTS AND FULL DEPTH PAVEMENT CONSTRUCTION FOR
MAINTAIN TWO- TRAFFIC ALONG COUNTY ROUTE 646 (SHUNPIKE RD) TO CONSTRUCT
WITHIN THE CLEAR ZONE ARE TO BE BACKFILLED.
GREATER THAN 2 INCHES EXISTS. BACKFILL MAY BE NECESSARY. OTHER EXCAVATED AREAS
NON-WORKING HOURS WHERE A VERTICAL DROP WITHIN OR ADJACENT TO THE ROADWAY
ESCAPE RAMPS (6H:1V OR FLATTER) MUST BE CONSTRUCTED AND MAINTAINED DURING
WITH STEEL PLATES AS NECESSARY TO ALLOW ACCESS.
VEHICULAR ACCESS WILL BE REQUIRED. IF ACCESS IS REQUIRED, COVER THE WORK AREA
HOMEOWNER'S VEHICLES CAN BE PARKED ON SIDE STREET DURING CURING OR IF
DRIVEWAY, COORDINATE WITH THE PROPERTY OWNER, IN ADVANCE, TO DETERMINE IF
WHERE SIDEWALK/PAVEMENT CURING IS REQUIRED WITHIN THE LIMITS OF A
TRAFFIC CONTROL NOTES:
24.
C.
B.
27.
FLOW" WHICH REMAINS IN PLACE CONTINUOUSLY FOR 24 HOURS OR MORE.
iii. PERMANENT LANE CLOSURES - WORK DESCRIBED UNDER "IMPACTS TO NORMAL TRAFFIC
FLOW" WHICH IS ROUTINELY SET UP AND REMOVED ON A DAILY BASIS.
ii. TEMPORARY LANE CLOSURES - WORK DESCRIBED UNDER "IMPACTS TO NORMAL TRAFFIC
SHIFTS, OR ALTERNATING TRAFFIC. THIS APPLIES EVEN WHEN DETOURS ARE PROVIDED.
SHOULDER CLOSURES, MOVING OPERATIONS SUCH AS TRAFFIC STRIPING OR SWEEPING, LANE
NOT LIMITED TO, FULL OR PARTIAL LANE CLOSURES, FULL OR PARTIAL RAMP CLOSURES,
ROADWAY BEING BLOCKED OR CLOSED WITH SAFETY DEVICES OR VEHICLES, INCLUDING, BUT
i. IMPACTS TO NORMAL TRAFFIC FLOW - WORK THAT REQUIRES A PORTION OF THE PAVED
CONSTRUCTION VEHICLE.
MOVING OPERATIONS IN WHICH CASE THE SIGN IS TO BE MOUNTED ON A SLOW MOVING
LOCATED WITHIN URBAN AREAS. THIS SIGN TO ALSO BE USED ON PROJECTS REQUIRING
500 FEET AFTER THE FIRST ADVANCE WARNING SIGN, (W20 SERIES) AT EACH WORK AREA
TRAFFIC FINES DOUBLED IN WORK AREA R(NJ)5-17(S), 4 FEET BY 2.5 FEET SIGN TO BE LOCATED
26.
23.
TRAFFIC IMPACT NOTICES AND CHANGES
FOLLOWS:
WHEN THE FOLLOWING TERMS ARE USED, THE INTENT AND MEANING SHALL BE AS
A. TERMS:
SURFACE COURSE.
PAVEMENT. THIS TEMPORARY MATERIAL WILL BE REMOVED IMMEDIATELY PRIOR TO PLACING THE
THEM WITH A MINIMUM 20H : 1V SLOPE IN ALL DIRECTIONS USING HOT MIX ASPHALT
AND INLETS TO FINISHED GRADE AND CONSTRUCT TEMPORARY PAVEMENT RAMPS AROUND
PROJECT UNLESS OTHERWISE DIRECTED BY THE RE OR INDICATED ON THE PLANS. SET MANHOLES
DO NOT CONSTRUCT THE FINAL HMA SURFACE PAVEMENT UNTIL THE FINAL STAGE OF THE
DEPARTMENT.
ON THE IMMEDIATELY PRECEDING FRIDAY ON THE DAILY FORM TO-101 PROVIDED BY THE
"TEMPORARY LANE CLOSURES" FOR WEEKENDS ARE TO BE SUBMITTED TO THE RE BY 9:00 AM
PROVIDED BY THE DEPARTMENT.
THE DAY IN ADVANCE OF THE START OF THOSE OPERATIONS ON DAILY FORM TO-101
EACH DAY OF "TEMPORARY LANE CLOSURES" ARE TO BE SUBMITTED TO THE RE BY 9:00 AM
FRIDAY ON WEEKLY FORM TO-100 PROVIDED BY THE DEPARTMENT.
ON THE FOLLOWING MONDAY ARE TO BE SUBMITTED TO THE RE BY 9:00 AM OF EACH
ALL "IMPACTS TO NORMAL TRAFFIC FLOW" SCHEDULED FOR THE SEVEN DAY PERIOD STARTING
PROGRESS NOTICES
TO THE CONTACT PERSON AS SPECIFIED IN SUBSECTION 100.04 OF THE SPECIAL PROVISIONS.
ADVANCE NOTICES SENT PRIOR TO THE PRE-CONSTRUCTION MEETING ARE TO BE ADDRESSED
SINGLE LANE CLOSURE HOURS.
THE HOURS FOR THE ESTABLISHMENT OF A NEW TRAFFIC PATTERN ARE THE SAME AS FOR
THE PROPOSED DATE.
IMMEDIATELY NOTIFY THE RE IF THE PROPOSED ESTABLISHMENT CANNOT BE COMPLETED ON
MEASURES FOR THE ESTABLISHMENT OF THE NEW PATTERN. THE CONTRACTOR IS TO
TRAFFIC PATTERN SEVEN (AND/OR FOURTEEN) DAYS BEFORE STARTING TRAFFIC CONTROL
THE CONTRACTOR IS TO CONFIRM, IN WRITING TO THE RE, THE PROPOSED DATE OF THE NEW
NEW TRAFFIC PATTERN WILL NOT BE PERMITTED PRIOR TO THE DATE STATED IN THE NOTICE.
NOT MORE THAN SIXTY CALENDAR DAYS, IN ADVANCE OF THE PROPOSED DATE. START OF A
ESTABLISHED. THE NOTICE IS TO BE SUBMITTED AT LEAST TWENTY-EIGHT CALENDAR DAYS, BUT
ADVANCE FORM TO-103, OF THE PROPOSED DATE A NEW TRAFFIC PATTERN WILL BE
FOR A "PERMANENT LANE CLOSURE", THE CONTRACTOR IS TO NOTIFY THE RE IN WRITING, ON
NOT BE COMPLETED ON THE PROPOSED DATE.
THE CONTRACTOR IS TO IMMEDIATELY NOTIFY THE RE IF THE PROPOSED ESTABLISHMENT CAN
STARTING THE ESTABLISHMENT OF THE TRAFFIC CONTROL MEASURES FOR THE TRAFFIC IMPACT.
WRITING TO THE RE, THE PROPOSED DATE SEVEN (AND/OR FOURTEEN) CALENDAR DAYS BEFORE
PERMITTED PRIOR TO THE DATE STATED IN THE NOTICE. THE CONTRACTOR IS TO CONFIRM, IN
PROPOSED DATE. START OF WORK THAT IMPACTS NORMAL TRAFFIC FLOW WILL NOT BE
TWENTY-EIGHT CALENDAR DAYS, BUT NOT MORE THAN SIXTY CALENDAR DAYS, BEFORE THE
BY THE DEPARTMENT, OF THE PROPOSED DATE. THE NOTICE IS TO BE SUBMITTED AT LEAST
CONTRACTOR SHALL NOTIFY THE RE IN WRITING, ON THE ADVANCE FORM TO-103 PROVIDED
FOR THE INITIAL START OF WORK THAT REQUIRES "IMPACTS TO NORMAL TRAFFIC FLOW", THE
ADVANCE NOTICES
25.
TERMINATION OF WORK IN THAT AREA.
ALL STRIPING THAT IS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AT THE
CONES MAY BE SUBSTITUTED FOR DRUMS AND INSTALLED UPON THE APPROVAL OF THE RE.
SUGGESTED CONSTRUCTION STAGING SEQUENCE:
3.
2.
1.
NOTES:
PROVISIONS.
SOME CONSTRUCTION ACTIVITIES MAY BE SUBJECT TO TIMING RESTRICTIONS, SEE SPECIAL
WORK AT INTERSECTIONS SHALL NOT OCCUR CONCURRENTLY.
4.
WORK AREAS LIMITED TO ONE BLOCK AT A TIME.
BOROUGH POLICE DEPARTMENT.
COORDINATE ALL CLOSURES, SHOULDER OR LANE CLOSURES, AND DETOURS WITH THE HIGH BRIDGE
3.
2.
1.
4.
SEND ADVANCE NOTIFICATION TO UTILITIES.
3.
2.
1.
NEEDED. FOR ACTIVITIES THAT REQUIRE FLAGGERS, IMPLEMENT LAYOUT AS SHOWN ON TC-2.
USE NJDOT STANDARD DETAIL TCD-3 FOR SHOULDER CLOSURE/REDUCTION OF LANE WIDTH AS
5.
8.
3.
2.
1.
4.
NEEDED. FOR ACTIVITIES THAT REQUIRE FLAGGERS, IMPLEMENT LAYOUT AS SHOWN ON TC-2.
USE NJDOT STANDARD DETAIL TCD-3 FOR SHOULDER CLOSURE/REDUCTION OF LANE WIDTH AS
5.
4.
2.
1.
5.
NEEDED. FOR ACTIVITIES THAT REQUIRE FLAGGERS, IMPLEMENT LAYOUT AS SHOWN ON TC-2.
USE NJDOT STANDARD DETAIL TCD-3 FOR SHOULDER CLOSURE/REDUCTION OF LANE WIDTH AS
7.
6.
5.
CENTRAL AVENUE WITH BRIDGE STREET).
WEST MAIN STREET) AND PROGRESS TOWARDS THE NORTH END OF THE PROJECT (INTERSECTION OF
WORK SHOULD START AT THE SOUTH END OF THE PROJECT (INTERSECTION OF HART STREET AND
6.
4.
7.
9.
10.
6.
3.
TO BE INSTALLED ADJACENT TO THE NEW PAVEMENT.
CONTRACT. GRADES ALONG EDGE OF PAVEMENT TO BE FIELD VERIFIED. CURB AND SIDEWALK ARE
HART STREET AND CENTRAL AVENUE WERE RECENTLY PAVED UNDER A MUNICIPAL AID PAVING
STAGE 1A: WESTERN SIDE OF HART STREET TO CENTRAL AVE (20 DAYS)
INSTALL REGULATORY AND WARNING SIGNS
PERFORM DRAINAGE WORK AT THE INTERSECTION OF WEST MAIN STREET AND HART STREET.
STREET AND HART STREET; AND THE INTERSECTION OF HART STREET AND CENTRAL AVE.
DETECTABLE WARNING SURFACE AND NECESSARY GRADING) AT THE INTERSECTION OF WEST MAIN
PERFORM ADA CURB RAMP WORK (INCLUDING CONCRETE CURB, SIDEWALK, PAVEMENT REPAIR STRIP,
STREET.
CONSTRUCT RETAINING WALL ALONG PROPERTY AT THE CORNER OF WEST MAIN STREET AND HART
REMOVE TREE.
INSTALL CONCRETE DRIVEWAY APRONS AND DRIVEWAY REGRADING.
UTILITIES AND SIGNS (IF NECESSARY).
CONSTRUCT SIDEWALK IMPROVEMENTS AND PERFORM ROADSIDE GRADING. RESET/ RELOCATE ANY EXISTING
STRIPE PROPOSED CROSSWALK AT THE INTERSECTION OF HART STREET AND CENTRAL AVENUE.
TOPSOIL AND SEED ADJACENT TO ROADWAY AND BEHIND NEW SIDEWALK.
SURFACE, AND NECESSARY GRADING) AT THE INTERSECTION OF CENTRAL AVE AND BRIDGE STREET.
PERFORM ADA CURB RAMP WORK (INCLUDING CONCRETE CURB, SIDEWALK, DETECTABLE WARNING
STRIPE THE RELOCATED STOP BAR AND PROPOSED CROSSWALK.
REPLACE CAST IRON RAILING WHERE NECESSARY.
TOPSOIL AND SEED ADJACENT TO ROADWAY AND BEHIND NEW SIDEWALK.
INSTALL CONCRETE DRIVEWAY APRONS AND DRIVEWAY REGRADING.
INSTALL ADVANCE WARNING SIGNS.
PRE-STAGE 1 (20 DAYS)
INSTALL SOIL EROSION AND SEDIMENT CONTROL MEASURES.
CLEAR VEGETATION AND TREES AS NEEDED WITHIN GRADING LIMITS.
STAGE 1B: EASTERN SIDE OF CENTRAL AVE TO BRIDGE STREET (15 DAYS)
UTILITIES AND SIGNS (IF NECESSARY).
CONSTRUCT SIDEWALK IMPROVEMENTS AND PERFORM ROADSIDE GRADING. RESET/RELOCATE ANY EXISTING
STAGE 1C: INTERSECTION OF CENTRAL AVE AND BRIDGE STREET (25 DAYS)
INTERSECTION OF CENTRAL AVE AND BRIDGE STREET ONE AT A TIME.
SURFACE, PAVEMENT REPAIR STRIP, AND NECESSARY GRADING) AT EACH CORNER OF THE
PERFORM ADA CURB RAMP WORK (INCLUDING CONCRETE CURB, SIDEWALK, DETECTABLE WARNING
OF CENTRAL AVENUE AND BRIDGE STREET.
PLACE SOLAR PEDESTRIAN WARNING SIGNS WITH FLASHING BEACONS AT THE INTERSECTION
RE-ESTABLISH CROSSWALKS.
ANY EXISTING UTILITIES AND SIGNS (IF NECESSARY).
CONSTRUCT SIDEWALK IMPROVEMENTS AND PERFORM ROADSIDE GRADING (IF NECESSARY).RESET/REPLACE
TOPSOIL AND SEED ADJACENT TO ROADWAY AND BEHIND NEW SIDEWALK.
XX-XXXX(XX)
STATE
FEDERAL PROJECT NO.
N.J.
XX-XXXX(XX)
6/17/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\Drainage\Permit Plans\SCD Certification\08_TC-1P.sht
2:15:45 PM
TIME:
6/17/2025
DATE:
GREENMAN-PEDERSEN, INC.
FILE:
L:\2018 NJDOT SRTS Design Assistance\2021671 High Bridge Boro\CaddHwy\Drainage\Permit Plans\SCD Certification\08_TC-1P.sht
2:15:45 PM
TIME:
N.T.S.
BY
REVISION
C'K'D
DATE
GREENMAN-PEDERSEN, INC.
CERTIFICATION OF AUTHORIZATION NO. 24GA27959500
STATE
FEDERAL PROJECT NO.
N.J.
NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE03468200
JUDITH G. BOWEN
BOROUGH OF HIGH BRIDGE
DOWNTOWN CONNECTION
FY 2018 SRTS HIGH BRIDGE
XX-XXXX(XX)
SEDIMENT CONTROL CERTIFICATION
PLANS FOR SOIL EROSION AND
DATE: JUNE 17, 2025
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performance bond
Evidence Detected
"...They must be enclosed in sealed envelopes, bearing the name and address of the bidder and the name of the project on the outside, addressed to the Borough Administrator, BOROUGH OF HIGH BRIDGE, HUNTERDON COUNTY, NEW JERSEY, and must be accompanied by a certified check, cashier's check, or bid bond in the form provided of not less than 10% of the amount of bid...."
liquidated damages
Evidence Detected
"...For each day that the Contractor fails to complete the work as specified in Subsection 108.10 of these Special Provisions, for Substantial Completion, the Department will assess liquidated damages in the amount of $750...."
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First Discovered
Apr 1, 2026
Last Info Update
Apr 1, 2026
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