A57_115201.pdf
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- Attached to
- A57_2026 SIDEWALK CONSTRUCTION
- Solicitation number
- IFB-128142
- Issued by
- Roanoke City, Virginia
About this file
Sidewalk Construction Contract Summary
This is a Virginia Department of Transportation (VDOT) construction contract proposal for sidewalk construction in Henrico County within the Richmond District. The project involves sidewalk construction extending from 0.259 miles west of Horsepen Road to 0.012 miles west of Horsepen Road, with work encompassing clearing and grubbing, excavation, embankment placement, erosion control measures, aggregate base material placement, asphalt concrete paving in multiple types, curb and gutter installation, concrete sidewalk construction, utility adjustments, temporary traffic control devices, water service line installation, seeding and landscaping, signage, and pavement markings. The contract includes approximately 70 line items with quantities ranging from 1 to 12,360 units depending on the item type. The bid submission deadline was 10:00 AM on Wednesday, October 28, 2026, with bids to be filed electronically through Bidx. The contract is federally funded through the Congestion Mitigation and Air Quality (CMAQ) program under FHWA number CMAQ-5A27(946), and award was not to exceed 60 days after bid opening.
Bidders were required to submit a bid bond equal to five percent of the dollar value of their bid and comply with prequalification requirements established by VDOT. The contract is subject to Davis-Bacon prevailing wage requirements with specified wage rates for various classifications ranging from $12.89 per hour for flaggers to $27.38 per hour for structural ironworkers. Contractors must perform at least 30 percent of the work with their own organization and are responsible for all subcontractors' compliance with contract requirements. Optional fuel and steel price adjustment provisions were available, along with asphalt price adjustment for designated asphalt concrete items. The contract documents incorporate VDOT Road and Bridge Specifications current as of 2020 and 2022, the Virginia Manual on Uniform Traffic Control Devices version 11.0, and various supplemental and special provisions addressing work zone traffic control, equipment security, flagger certification requirements, and cybersecurity standards for portable changeable message signs.
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Text version
Stephen C. Brich, P.E. 1221 East Broad Street Commissioner Richmond, Virginia 23219
Swanson James P.E. wre26532
Digitally signed by Swanson James P.E. wre26532 Date: 2026.09.11 14:36:42 -04'00'
Form C-6a Rev. 3-22-05
CNSP (F) 1-9-06
ROUTE NUMBER: 6
FHWA NUMBER: CMAQ-5A27(946)
PROJECT NUMBER: 0006-043-965, C501
COUNTY: HENRICO
DISTRICT: RICHMOND
DESCRIPTION: SIDEWALK CONSTRUCTION
FROM:
TO:
0.259 MI. WEST OF HORSEPEN RD.
0.012 MI. WEST OF HORSEPEN RD.
DATE BID SUBMITTED: 10:00 AM WEDNESDAY, OCTOBER 28, 2026
REVISED 9-11-2026
Form C-118 Rev. 8-10-2026
As a matter of information, the bidder’s attention is directed to the points noted herein. Every point enumerated below is fully covered by proposal documents that describe them in detail. Bidders should check their proposal against all requirements, as strict compliance with all provisions is mandatory.
1. Bids shall be filed electronically through Bidx (https://bidx.com/site/home) at the times designated in the Notice of Advertisement for Bids. For information see (https://cabb.virginiadot.org/)
2. Unless otherwise specified or permitted in the proposal, prices shall be submitted on all items shown in the proposal.
3. Proposals conditioned by proposed alternates, other than those specified or permitted, or by reserving the right to accept or reject an award or to enter into a contract pursuant to an award will not be considered.
4. A bid total shall be shown in each space provided.
5. Bid bonds shall conform to Section 102.07. The bid bond number shall be placed in the appropriate space in your electronic bid. As an alternative, you may complete the bottom line of Form C-24. The form may be emailed to the Construction Division at and must be received prior to the opening of bids.
6. Joint venture proposals shall show the Firm Name of each party and shall be signed by an authorized representative of each Firm. A letter shall be filed with the prequalification office describing responsibility of each firm and the amount of maximum capacity pledge by each firm of a joint venture.
Form C-24 Rev. 7-6-05
KNOW ALL MEN BY THESE PRESENTS, THAT WE _______________________________________ as principal, and ________________________________________ Surety, are held and firmly bound unto the Commonwealth of Virginia as obligee, in the amount of FIVE PERCENT OF THE DOLLAR VALUE OF THE BID, lawful money of the United States of America, for the payment of which, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally and firmly by these presents.
SIGNED, sealed and dated this Day of , 20
WHEREAS, the above said principal is herewith submitting its proposal for:
PROJECT NUMBER: 0006-043-965, C501
NOW, THEREFORE, the condition of the above obligee is such, that if the aforesaid principal shall be awarded the contract upon said proposal and shall within the time specified in the Specifications after the notice of such award enter into a contract and give bond for the faithful performance of the contract, then this obligation shall be null and void; otherwise to remain in full force and effect and the principal and surety will pay unto the obligee the difference in money between the amount of the bid of the said principal and the amount for which the obligee may legally contract with another party to perform the said work if the latter amount be in excess of the former; but in no event shall the liability exceed the penal sum hereof.
(Principal*) (Surety Company)
By: By:
(Officer, Partner or Owner) (Seal) (Attorney-in-Fact**) (Seal)
(Principal*) (Address)
By: By:
(Officer, Partner or Owner) (Seal) (Surety Company)
(Principal*) (Attorney-in-Fact**) (Seal)
By: By:
(Officer, Partner or Owner) (Seal) (Address)
*Note: If the principal is a , each party thereof must be named and execution made by same hereon. If there is more than one surety to the bid bond, each surety must be named and execution shall be made by same hereon.
In lieu of completing the above section of the Contract Performance Bond, the Principal shall file an Electronic Bid Bond when bidding electronically. By signing below the Principal is ensuring the identified electronic bid bond has been executed and the Principal and Surety are firmly bound unto the Commonwealth of Virginia under the same conditions of the bid bond as shown above.
Electronic Bid Bond ID# Company/Bidder Name Signature and Title
**Attach copy of Power of Attorney
Form C-48 Rev. 10-03-25
0006-043-965, C501 C0000115201C01B
CMAQ-5A27(946)
All vendors submitting a bid as a Prime Contractor shall complete and submit with their bids the following information as requested for (1) Subcontractor/Supplier Solicitation, and Utilization, and (2) for Vendor Survey.
The vendor certifies this form accurately represents its solicitation and utilization or non-utilization, as indicated, of the firms listed below for performance of work on this contract. The vendor also certifies he/she has had direct contact with the named firms regarding participation on this project.
__________________ Zip Code: _________
VENDOR
NUMBER
NAME OF SUBCONTRACTOR/SUPPLIER TELEPHONE
NUMBER
UTILIZED
(Y/N)
: ATTACH ADDITIONAL PAGES, IF NECESSARY.
BIDDER MUST SIGN EACH ADDITIONAL SHEET TO CERTIFY ITS CONTENT AND COMPLETION OF FORM.
Form C-48 Rev. 10-03-25
VENDOR’S FULL LEGAL NAME: ________________________________________
VENDOR ID NO.: __________________
ADDRESS: ____________________________________
CITY: ____________________________________
STATE: _______________ ZIP CODE: _________
VENDOR’S YEARS IN BUSINESS: _____________
VENDOR’S ANNUAL GROSS RECEIPTS: ____ $ 0 - 25 million ____ $ 25 - 50 million ____ $ 50 - 75 million ____ More than $75 million
Printed Full Legal Name of Person Signing for Vendor
Form C-7 Rev. 2-2-24
SHEET 1
PROJECT NUMBER: 0006-043-965, C501
ROUTE NUMBER: 6
FHWA NUMBER: CMAQ-5A27(946)
DESCRIPTION: SIDEWALK CONSTRUCTION
FROM:
TO:
0.259 MI. WEST OF HORSEPEN RD.
0.012 MI. WEST OF HORSEPEN RD.
DISTRICT: RICHMOND COUNTY: HENRICO
I/we declare that no other person, firm or corporation is interested in this proposal; that I/we have carefully examined the plans, job specifications, current Road and Bridge specifications, and all other documents pertaining thereto and thoroughly understand the contents thereof; that I/we meet the prequalification requirements for bidding on this proposal;
that I/we understand that the plans and current Road and Bridge specifications, are a part of this proposal; that all of the quantities shown herewith are a part of this proposal; that all the quantities shown herewith are approximate only; that I/we have examined the location of the proposed work and source of supply of materials; and that I/we agree to bind myself/ourselves upon award by the Commonwealth under this proposal to a contract with necessary surety bond to start work according to project specifications, and to complete all work in accordance with the plans, job specifications and current Road and Bridge Specifications within the time limit set forth in the contract.
BID TOTAL $
Attached is a bond conforming to the requirements of the current Road and Bridge Specifications, it being understood that such bond is to be forfeited as liquidated damages if, upon acceptance of the terms of this proposal, I/we fail to execute the contract and furnish bond as provided in the current Road and Bridge Specifications.
(Names of Individual(S),Firm(S) Or Corporation)
Street Address City State Zip Code Vendor#/Fin#
Print Name Signature Title
In consideration of the commitments made as shown herein, the Commonwealth of Virginia by The Commonwealth Transportation Commissioner agrees to pay for all items of work performed and materials furnished at the unit price(s) and under the conditions set forth in this proposal, in witnessed by the affixing of the name below.
Contract Execution Date By
CHIEF ENGINEER
VIRGINIA DEPARTMENT OF TRANSPORTATION
Virginia Department of Transportation 09/11/2026Date Printed:
Schedule of Items Page: 2
Proposal ID: C0000115201C01B 0006-043-965, C501 Order No.: A57
Oversight/State Project No.:
Federal Project No.: CMAQ-5A27(946)
Contractor:
0001 REGULAR BID ITEMSSECTION:
Cat Alt Set ID: Cat Alt Mbr ID:
Bid AmountUnit PriceApproximate Quantity and
UnitsDescription Item ID
Proposal Line
Number Dollars Cents Dollars Cents Spec No.
0010 301SD20-0001
CLEARING AND GRUBBING LUMP SUM _________._____LUMP SUM
0020 303SD20-0001
REGULAR EXCAVATION CY
413.000
0030 303SD20-0010
EMBANKMENT CY
156.000
0040 303SD20-0029
SILTATION CONTROL
EXCAVATION
CY
179.700
0050 303SD20-0031
INLET PROTECTION TYPE B EA
3.000
0060 303SD20-0034
TEMP. SILT FENCE TYPE A LF
969.000
0070 308SD20-0012
AGGR. BASE MATL. TY. I NO.
21B
TON
381.000
0080 315SD20-0002
ASPHALT CONCRETE TY. SM-
12.5D CONST
TON
150.000
0090 315SD20-0005
ASPHALT CONCRETE TY. IM-
19.0D CONST
TON
59.000
0100 315SD20-0010
ASPHALT CONCRETE BM-25.0 TON
60.000
0110 315SD20-0104
SAW-CUT ASPHALT
CONCRETE SAW-CUT
LF
403.000
0120 502SD20-0011
CURB, STD. CG-2 LF
401.000
0130 502SD20-0022
COMB. CURB & GUTTER,
STD. CG-6
LF
71.000
Schedule of Items Page: 3
Proposal ID: C0000115201C01B 0006-043-965, C501 Order No.: A57
Oversight/State Project No.:
Federal Project No.: CMAQ-5A27(946)
Contractor:
0001 REGULAR BID ITEMSSECTION:
Cat Alt Set ID: Cat Alt Mbr ID:
Bid AmountUnit PriceApproximate Quantity and
UnitsDescription Item ID
Proposal Line
Number Dollars Cents Dollars Cents Spec No.
0140 502SD20-0023
COMB. CURB & GUTTER,
RAD. CG-6
LF
229.000
0150 502SD20-0029
ENTRANCE GUTTER CG-9D SY
54.000
0160 504SD20-0002
CG-12 DETECTABLE
WARNING SURFACE
SY
11.000
0170 504SD20-0003
HYDR. CEMENT CONC.
SIDEWALK 4"
SY
581.000
0180 508SD20-0004
DEMO. OF PAVEMENT
FLEXIBLE
SY
265.000
0190 510SD20-0038
ADJUST EXIST. VALVE & BOX EA
1.000
0200 510SD20-0050
ADJUST EXIST FRAME &
COVER
EA
1.000
0210 510SX20-0035
RECONSTRUCT EXIST.
STRUCTURE TOP WITH A DI-
PRECAST TOP
EA
3.000
ATTD
0220 510SX20-0046
ADJUST EXIST. SEWER
CLEANOUT
EA
2.000
0230 510SX20-0046
ADJUST EXIST. SMALL GAS
VALVE BOX
EA
7.000
0240 512SD20-0013
TYPE 3 BARRICADE 8' EA
20.000
0250 512SD20-0014
TEMPORARY SIGN SF
1,072.000
Schedule of Items Page: 4
Proposal ID: C0000115201C01B 0006-043-965, C501 Order No.: A57
Oversight/State Project No.:
Federal Project No.: CMAQ-5A27(946)
Contractor:
0001 REGULAR BID ITEMSSECTION:
Cat Alt Set ID: Cat Alt Mbr ID:
Bid AmountUnit PriceApproximate Quantity and
UnitsDescription Item ID
Proposal Line
Number Dollars Cents Dollars Cents Spec No.
0260 512SD20-0023
TRUCK MOUNTED
ATTENUATOR
HR
608.000
0270 512SD20-0024
GROUP 2 CHANNELIZING
DEVICES
DAY
12,360.000
0280 512SD20-0025
PORT.CHANGEABLE MESS.
SIGN
HR
720.000
0290 512SD20-0026
ELECTRONIC ARROW BOARD HR
608.000
0300 513SD20-0001
MOBILIZATION LUMP SUM _________._____LUMP SUM
0310 515SD20-0003
FLEX. PAVE.TIE-IN PLANING
ABOVE 2"-4"
SY
94.000
0320 515SD20-0004
FLEXIBLE PAVE.PLANING 0"-
2"
SY
1,115.000
0330 516SD20-0002
DEMOLITION OF BUILDING
WOODEN FENCE D-1 PARCEL
LUMP SUM _________._____LUMP SUM
0340 516SD20-0002
DEMOLITION OF BUILDING
WOODEN FENCE D-2 PARCEL
LUMP SUM _________._____LUMP SUM
0350 516SD20-0002
DEMOLITION OF BUILDING
WOODEN FENCE D-4 PARCEL
LUMP SUM _________._____LUMP SUM
0360 516SD20-0002
DEMOLITION OF BUILDING
WOODEN FENCE D-5 PARCEL
LUMP SUM _________._____LUMP SUM
Schedule of Items Page: 5
Proposal ID: C0000115201C01B 0006-043-965, C501 Order No.: A57
Oversight/State Project No.:
Federal Project No.: CMAQ-5A27(946)
Contractor:
0001 REGULAR BID ITEMSSECTION:
Cat Alt Set ID: Cat Alt Mbr ID:
Bid AmountUnit PriceApproximate Quantity and
UnitsDescription Item ID
Proposal Line
Number Dollars Cents Dollars Cents Spec No.
0370 516SD20-0002
DEMOLITION OF BUILDING
WOODEN FENCE D-6 PARCEL
LUMP SUM _________._____LUMP SUM
0380 516SD20-0002
DEMOLITION OF BUILDING
WOODEN FENCE D-7 PARCEL
LUMP SUM _________._____LUMP SUM
0390 516SD20-0002
DEMOLITION OF BUILDING
WOODEN FENCE D-8 PARCEL
LUMP SUM _________._____LUMP SUM
0400 516SD20-0003
CLEARING PARCEL LIGHT
POST D-902 PARCEL 5
LUMP SUM _________._____LUMP SUM
0410 516SD20-0003
CLEARING PARCEL WOODEN
FENCE STA. 107+07 - 109+62
REMOVE AND RESET
LUMP SUM _________._____LUMP SUM
0420 516SD20-0003
CLEARING PARCEL WOODEN
RETAINING WALL D-900
PARCEL 5
LUMP SUM _________._____LUMP SUM
0430 516SD20-0003
CLEARING PARCEL WOODEN
RETAINING WALL D-901
PARCEL 5
LUMP SUM _________._____LUMP SUM
0440 516SD20-0003
CLEARING PARCEL WOODEN
RETAINING WALL D-903
PARCEL 4
LUMP SUM _________._____LUMP SUM
0450 517SD20-0001
CONSTRUCTION SURVEYING
CONSTR.
LUMP SUM _________._____LUMP SUM
0460 520SD20-0003
1" WATER SERVICE LINE LF
136.000
Schedule of Items Page: 6
Proposal ID: C0000115201C01B 0006-043-965, C501 Order No.: A57
Oversight/State Project No.:
Federal Project No.: CMAQ-5A27(946)
Contractor:
0001 REGULAR BID ITEMSSECTION:
Cat Alt Set ID: Cat Alt Mbr ID:
Bid AmountUnit PriceApproximate Quantity and
UnitsDescription Item ID
Proposal Line
Number Dollars Cents Dollars Cents Spec No.
0470 520SD20-0168
1" WATER METER BOX &
YOKE
EA
2.000
0480 520SD20-0183
6" SANITARY SERVICE
LATERAL CONNECTION
LF
9.000
0490 520SD20-0274
MANHOLE FRAME & COVER F
& C-1
EA
1.000
0500 520SX20-0006
6" SEWER CLEANOUT EA
1.000
0510 602SD20-0006
TOPSOIL CLASS B CY
133.000
0520 603SD20-0002
TEMPORARY SEED LB
33.000
0530 603SD20-0003
REGULAR SEED LB
89.000
0540 603SD20-0004
OVERSEEDING LB
71.000
0550 603SD20-0005
LEGUME SEED LB
6.000
0560 603SD20-0006
LEGUME OVERSEEDING LB
5.000
0570 603SD20-0008
HYDRAULIC EROSION
CONTROL PRODUCT TYPE 2
SY
1,997.000
0580 603SD20-0009
HYDRAULIC EROSION
CONTROL PRODUCT TYPE 3
SY
1,997.000
0590 603SD20-0014
FERTILIZER NITROGEN - N LB
33.000
REVISED 9-11-2026REVISED 9-11-2026
Schedule of Items Page: 6
Proposal ID: C0000115201C01B 0006-043-965, C501 Order No.: A57
Oversight/State Project No.:
Federal Project No.: CMAQ-5A27(946)
Contractor:
0001 REGULAR BID ITEMSSECTION:
Cat Alt Set ID: Cat Alt Mbr ID:
Bid AmountUnit PriceApproximate Quantity and
UnitsDescription Item ID
Proposal Line
Number Dollars Cents Dollars Cents Spec No.
0470 520SD20-0168
1" WATER METER BOX &
YOKE
EA
2.000
0480 520SD20-0183
6" SANITARY SERVICE
LATERAL CONNECTION
LF
9.000
0490 520SD20-0274
MANHOLE FRAME & COVER F
& C-1
EA
1.000
0500 520SX20-0006
6" SEWER CLEANOUT EA
1.000
0510 602SD20-0005
TOPSOIL CLASS B ACRE
133.000
0520 603SD20-0002
TEMPORARY SEED LB
33.000
0530 603SD20-0003
REGULAR SEED LB
89.000
0540 603SD20-0004
OVERSEEDING LB
71.000
0550 603SD20-0005
LEGUME SEED LB
6.000
0560 603SD20-0006
LEGUME OVERSEEDING LB
5.000
0570 603SD20-0008
HYDRAULIC EROSION
CONTROL PRODUCT TYPE 2
SY
1,997.000
0580 603SD20-0009
HYDRAULIC EROSION
CONTROL PRODUCT TYPE 3
SY
1,997.000
0590 603SD20-0014
FERTILIZER NITROGEN - N LB
33.000
Schedule of Items Page: 7
Proposal ID: C0000115201C01B 0006-043-965, C501 Order No.: A57
Oversight/State Project No.:
Federal Project No.: CMAQ-5A27(946)
Contractor:
0001 REGULAR BID ITEMSSECTION:
Cat Alt Set ID: Cat Alt Mbr ID:
Bid AmountUnit PriceApproximate Quantity and
UnitsDescription Item ID
Proposal Line
Number Dollars Cents Dollars Cents Spec No.
0600 603SD20-0015
FERTILIZER PHOSPHOROUS
- P
LB
23.000
0610 603SD20-0016
FERTILIZER POTASSIUM - K LB
23.000
0620 603SD20-0017
LIME TON
1.820
0630 700SD20-0034
SIGN POST STP-1, 2", 14
GAUGE
LF
30.000
0640 700SD20-0037
SIGN POST STP-1, 2 1/2", 12
GAUGE
LF
30.000
0650 700SD20-0038
CONC. FOUND. STP-1, TY. A EA
6.000
0660 701SD20-0001
SIGN PANEL SF
25.000
0670 703SD20-0048
REMOVE EXISTING
MANHOLE/JUNCTION BOX
EA
2.000
0680 704SD20-0006
TYPE B CLASS I PVMT LINE
MRKG 4"
LF
1,269.000
0690 704SD20-0012
TYPE B CLASS II PVMT LINE
MRKG 6"
LF
357.000
0700 704SD20-0015
TYPE B CLASS II PVMT LINE
MRKG 24"
LF
51.000
Section: 0001 _________._____Total:
Total Bid: _________._____
Page
Bid Items Eligible For Fuel Adjustment
C0000115201C01B A57
Contract ID:
Order No.:
Instructions: This form shall be completed in accordance with the Special Provision for Optional Adjustment for Fuel. If you choose to have Fuel Adjustment applied to any of the items listed below, write the word "Yes" in the "OPTION" column beside the item. The form must be signed, dated, and submitted to the Contract Engineer within the timeframe required in the Special Provision.
FORM C-21B
Rev 12-21-05
0001 REGULAR BID ITEMSSECTION:
ltem Description Fuel Factor gal/unit Option Item
Number
_______REGULAR EXCAVATION 0.290303SD20-0001
_______EMBANKMENT 0.290303SD20-0010
_______SILTATION CONTROL EXCAVATION 0.290303SD20-0029
_______AGGR. BASE MATL. TY. I NO. 21B 0.600308SD20-0012
_______ASPHALT CONCRETE TY. SM-12.5D CONST 3.500315SD20-0002
_______ASPHALT CONCRETE TY. IM-19.0D CONST 3.500315SD20-0005
_______ASPHALT CONCRETE BM-25.0 3.500315SD20-0010
_______DEMO. OF PAVEMENT FLEXIBLE 0.200508SD20-0004
_______FLEXIBLE PAVE.PLANING 0"-2" 0.071515SD20-0004
Date:
Signature:
(Firm or Corporation)
(Vendor No.)
Bid Items Eligible For Steel Price Adjustment
C0000115201C01B A57
Contract ID:
Order No.:
Instructions: This form shall be completed in accordance with the Special Provision. If you choose to have Steel Price Adjustment applied to any of the items listed below, write the word "Yes" in the "OPTION" column beside the item. The form must be signed, dated, and submitted to the Contract Engineer within the timeframe required in the Special Provision.
Rev 12-21-08
FORM C-21C
0001 REGULAR BID ITEMSSECTION:
ltem Description Option Item
Number
_______SIGN POST STP-1, 2", 14 GAUGE700SD20-0034
_______SIGN POST STP-1, 2 1/2", 12 GAUGE700SD20-0037
Date:
Signature:
(Firm or Corporation)
(Vendor No.)
Bid Items Eligible For Asphalt Adjustment within this Project
C0000115201C01B A57
Contract ID:
Order No.:
0001 REGULAR BID ITEMSSECTION:
ltem Description Item
Number
ASPHALT CONCRETE TY. SM-12.5D CONST315SD20-0002
ASPHALT CONCRETE TY. IM-19.0D CONST315SD20-0005
ASPHALT CONCRETE BM-25.0315SD20-0010
Determination of Major Items
1C0000115201C01BContract ID:
ltem Description Item
Number
HYDR. CEMENT CONC. SIDEWALK 4"504SD20-0003
This project shall be constructed according to: the Plans; the , dated 2020 and the Supplement thereto, dated 2022; the
, dated 2016, with revisions issued online as of the advertisement date for this project incorporated; the version 11.0;
the Virginia MUTCD version 11.0; and the Supplemental Specifications, Special Provisions and Special Provision Copied Notes in this Contract. The status in the Contract of each of these documents will be according to Section 105.12 of the Specifications.
Special Provision Copied Notes in this Contract are designated with “(SPCN)” after the date.
The information at the top and left of each Special Provision Copied Note in this Contract is file reference information for Department use only. The information in the upper left corner above the title of each Supplemental Specification and Special Provision in this Contract is file reference information for Department use only.
of the Specifications is replaced in its entirety with the following:
The Board, or the Commissioner as authorized under § 33.2-209 of the Code of Virginia, will award the Contract to the lowest responsive and responsible bidder without discrimination on the grounds of race, color, gender, national origin, status as a military family, or other basis prohibited by law. In the event of a tie bid, the tie will be decided by lot.
The award date will not be later than midnight on the 60th day after the opening of bids. If the Board, or the Commissioner where authorized by law, has not awarded the Contract within this period due to any circumstances not attributable to the bidder, the bidder may withdraw his bid without penalty or prejudice unless the time limit is extended by mutual consent.
After approval for the award of contracts, the Department will provide written notice of award to the successful bidder and will post the Ballots on the Department’s bidding webpage. The Ballot serves as public Notice of Award for a contract. The date of the Notice of Award is the “Approved” date appearing at the top of the Ballot that lists the Contract.
of the Specifications is amended by the following:
is replaced with the following:
3. Flaggers shall be able to communicate to the traveling public in English while performing the job duty as a flagger at the flagger station.
possess a valid, current flagger certification card, be it a physical or electronic card, Flaggers shall be certified by the VDOT Basic or Intermediate Work Zone Traffic Control Training course or by the ATSSA’s classroom Flagger Certification Program.
The following constitutes a valid flagger certification card:
Cards issued by VDOT following completion of the Basic Work Zone course;
Cards issued by VDOT following completion of the Intermediate Work Zone course;
Cards issued by ATSSA following completion of a Flagger course;
Cards issued by VDOT following completion of the Flagger-only course, provided the cards were issued on or before December 31, 2024, and have not yet reached the expiration date (two years after date of issuance).
Flaggers who fail to possess a valid, current, flagger certification card, or refuse to allow inspection of same upon request, shall be removed from the flagging site, and operations requiring flagging shall be suspended by the Engineer. Suspended operations requiring flagging may resume once a certified flagger arrives on-site to perform flagging duties in accordance with applicable requirements. Flaggers improperly performing duties may be subject to flagger certification revocation at the sole discretion of the Engineer.
The Contractor shall secure portable changeable message sign (PCMS) control cabinets with a grade 3 or stronger standard lock at all times unless maintenance is actively being conducted on the sign.
A password shall be required to change the PCMS message. The Contractor shall change the manufacturer's default password for ALL electronic signs. Electronic signs that support the use of complex passwords shall include at least 14 characters consisting of the following criteria:
At least one special character At least one alphabetical character At least one numerical character A combination of upper-case and lower-case letters
Electronic signs that do not support the use of complex passwords shall be changed using the maximum number of characters and character types permitted by the manufacturer.
Password credentials are prohibited from being stored, displayed, or written on or within the sign. Any QR codes affixed to the sign shall be removed.
For all PCMS with remote or wireless accessibility, the Engineer will authorize remote access prior to this functionality being enabled. Prior to authorization, the Contractor shall update the PCMS to the most recent compatible software and firmware version available from the manufacturer. Following authorization and prior to use, the Contractor shall establish a remote connection to verify that access to the PCMS is password protected.
Electronic signs shall only post approved and documented messages. The Contractor shall log all messages posted with date and times for each public message.
The Contractor has the option for their signs to be connected to the Department’s Operations Technology (OT) network for management by Traffic Operations Center (TOC) staff. By using this method, messages are transmitted and posted by the TOC control room staff with all records and logging managed within the VDOT Advanced Traffic Management System (ATMS). Electronic message signs connected to the OT network shall follow the security requirements described below:
1. All electronic signs connected to the network shall be secured with a digital lock installed on the sign control cabinet.
2. Connected signs shall only be remotely accessible through secure communications that originated from the Department’s OT network.
3. Connected signs shall only be posted with messages from the Department’s ATMS systems or designated backup systems.
4. Community strings (both public and private strings) shall be changed from default settings.
5. All vendor cloud connections shall be removed from the connected sign. TOC system administration staff will configure VPN connections exclusively to the Department’s OT network.
6. All connected electronic signs shall adhere to the Cabinet Security Standards found in the
Department’s OT Cybersecurity Program Manual.
of the Specifications is amended by the following:
is replaced by the following:
Prefabricated geocomposite pavement underdrain shall consist of a polymeric drainage core allowing water inflow from both sides, encased in a nonwoven filter fabric envelope having sufficient flexibility to withstand bending and handling without damage.
Prefabricated geocomposite pavement underdrain shall conform to the following:
1. The drainage core shall be made from an inert, polymeric material resistant to commonly encountered chemicals and substances in the pavement environment and shall have a thickness of not less than 3/4 inch. Outer surfaces shall be smooth to prevent excessive wear of bonded filter fabric.
Physical Properties Test Method Requirements
Compressive strength ASTM D1621, D2412, and D6364
Min. 40 psi at 20% max.
deflection immediately after 24 hrs of specimen conditioning at 0 deg F and at 125 deg F
Physical Properties Test Method Requirements
Water flow rate (after 100 hr at 10 psi normal confining pressure and gradient of no more than 0.1)
ASTM D4716 Min. 15 gal/min/ft width for 12-in specimen length
2. : Geotextile shall be bonded to and tightly stretched over both sides of the core. Geotextile shall not sag or block the flow channels, shall have a life equivalent to that of the core material, and shall conform to the requirements of Section 245.03(c) of the Specifications.
Prefabricated geocomposite wall drain shall consist of a polymeric drainage core with a nonwoven filter fabric (single sided or double sided) having sufficient flexibility to withstand bending and handling without damage. Geocomposite wall drains shall conform to the following:
1. The drainage core shall be made from an inert, polymeric material resistant to commonly encountered chemicals and substances in the roadway. Outer surfaces shall be smooth to prevent excessive wear of bonded filter fabric.
Physical Property Test Method Requirements
Compressive strength ASTM D1621, D2412, and D6364
Min. 40 psi at 20% max.
deflection immediately after 24 hrs of specimen conditioning at 0 degree F and at 125 degree F
Water flow rate (after 100 hr at 10 psi normal confining pressure and gradient of no more than 1.0)
ASTM D4716 Min. 15 gal/min/ft width (for 12-in specimen length)
2. Geotextile shall be bonded to and tightly stretched over the core. Geotextile shall not sag or block the flow channels, shall have a life equivalent to that of the core material, and shall conform to the requirements of Section 245.03(c) of the Specifications.
Geomembrane moisture barrier shall be resistant to biological attack.
Geomembrane shall be constructed of PVC and shall conform to the requirements of ASTM D7176 for PVC 30 or higher grades. In addition, geomembrane shall comply with the requirements of ASTM D7408 for bond seam strength and peel strength.
– The Contractor shall:
Provide a Drug-Free Workplace for the Contractor’s employees.
Post in conspicuous places, available to employees and applicants for employment, a statement notifying employees that the unlawful manufacture, sale, distribution, dispensation, possession, or use of a controlled substance or marijuana is prohibited in the Contractor’s workplace and specifying the actions that will be taken against employees for violations of such prohibition.
State in all solicitations or advertisements for employees placed by or on behalf of the Contractor that the Contractor maintains a Drug-Free Workplace.
Include the provisions of the foregoing clauses in every Subcontract or purchase order of over $10,000, so that the provisions will be binding upon each Subcontractor or vendor.
For the purposes of this provision, “Drug-Free Workplace” means a site for the performance of work done in connection with the Contract. The Contractors employees, and those of his Subcontractors, shall be prohibited from engaging in the unlawful manufacture, sale, distribution, dispensation, possession, or use of any controlled substance or marijuana during the performance of the Work.
is replaced with the following:
1. During the performance of this Contract, the Contractor agrees as follows:
a. The Contractor shall not discriminate against any employee or applicant for employment because of race, religion, color, sex, or national origin, age, disability, or other basis prohibited by state law relating to discrimination in employment, except where religion, sex, or national origin is a bona fide occupational qualification reasonably necessary to the normal operation of the Contractor. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices setting forth the provisions of this nondiscrimination clause, including the names of all contracting agencies with which the Contractor has contracts of over $10,000.
b. The Contractor shall, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that such contractor is an equal opportunity employer. However, notices, advertisements and solicitations placed in accordance with federal law, rule or regulation shall be deemed sufficient for the purpose of meeting the requirements of this chapter.
c. If the Contractor employs more than five employees, the Contractor shall (i) provide annual training on the Contractor's sexual harassment policy to all supervisors and employees providing services in the Commonwealth, except such supervisors or employees that are required to complete sexual harassment training provided by the Department of Human Resource Management, and (ii) post the Contractor's sexual harassment policy in (a) a conspicuous public place in each building located in the Commonwealth that the Contractor owns or leases for business purposes and (b) the Contractor's employee handbook.
The Contractor shall include the provisions of subdivisions a, b, and c in every subcontract or purchase order of over $10,000, so that such provisions shall be binding upon each subcontractor or vendor.
Nothing contained in this chapter shall be deemed to empower any agency to require any contractor to grant preferential treatment to, or discriminate against, any individual or any group because of race, color, religion, sex, or national origin on account of an imbalance that may exist with respect to the total number or percentage of persons of any race, color, religion, sex, or national origin employed by such contractor in comparison with the total number or percentage of persons of such race, color, religion, sex, or national origin in any community or in the Commonwealth.
Measurement and payment of all items shall be according to VDOT Road and Bridge Specifications unless otherwise noted in the plans.
2-9-2026 (SPCN)
All items of material, labor, supplies or equipment that are not specifically enumerated for payment as separate items, but which are required to complete the work as shown on the drawings and as described in the specifications are considered subsidiary obligations of the contractor. No separate measurement or payment will be made for them.
The costs for providing, installing, operating, and removing any temporary piping required to maintain continuous water service during water main construction or Tie-Ins, shall be included in the unit price bid for the proposed water main.
All costs associated with locating additional underground utility shall be incidental to the proposed utility work. No separate payment will be made.
Temporary support and/or facilities, including materials, labor and equipment needed to complete the work as defined on the plans are considered incidental to construction at no additional cost to the project.
Note on plan sheets not within a box are to clarify construction required and shall be included in the unit price for the associated pay item.
Pavement, median, curb, and sidewalk restoration required for installation of the water service lines shall be incidental to the cost of the water service line.
"General Decision Number: VA20260126 05/18/2026
State: Virginia
Construction Types: Highway
Counties: Virginia Counties of Henrico and Richmond*
* Designates Independent City
Modification Number Publication Date 0 01/02/2026 1 05/18/2026
ELEC0080-011 06/01/2025
Rates Fringes
ELECTRICIAN, INCLUDES TRAFFIC SIGNALIZATION.........$ 36.85 14.13
SUVA2016-062 07/02/2018
Rates Fringes
TRUCK DRIVER: MULTI AXLE...........................$ 17.94 0.00
TRUCK DRIVER: HEAVY OVER 7 CY.....................$ 16.98 0.00
TRUCK DRIVER: FUEL AND LUBRICANT SERVICE...........$ 18.25 0.00
TRUCK DRIVER: 1/SINGLE AXLE TRUCK..................$ 16.48 3.64
TRUCK DRIVER : HEAVY 7CY & UNDER....................$ 15.53 0.00
TRAFFIC CONTROL: FLAGGER..........................$ 12.89 0.00
OPERATOR: BULLDOZER, INCLUDING UTILITY..............$ 18.22 2.69
OPERATOR: ASPHALT SPREADER AND DISTRIBUTOR..........$ 19.09 1.81
OPERATOR: SCREED...................................$ 22.13 4.89
OPERATOR: ROLLER (FINISHING).......................$ 19.05 1.29
OPERATOR: ROLLER...................................$ 21.69 0.00
OPERATOR: PILEDRIVER...............................$ 21.83 4.08
OPERATOR: PAVER (ASPHALT, AGGREGATE, AND
CONCRETE)...........................................$ 20.44 3.83
OPERATOR: MILLING MACHINE..........................$ 23.12 3.60
OPERATOR: MECHANIC.................................$ 21.43 0.00
OPERATOR: LOADER...................................$ 17.17 0.00
OPERATOR: HYDROSEEDER..............................$ 16.64 0.00
OPERATOR: GRADER/BLADE.............................$ 23.21 0.00
OPERATOR: GRADALL..................................$ 19.26 0.00
OPERATOR: DRILL....................................$ 24.66 0.00
OPERATOR: CRANE....................................$ 24.42 4.69
OPERATOR: BROOM/SWEEPER............................$ 17.40 2.01
OPERATOR: BOBCAT/SKID STEER/SKID LOADER............$ 19.16 4.45
OPERATOR: BACKHOE/EXCAVATOR/TRACKHOE...............$ 17.61 2.53
LABORER: POWER TOOL OPERATOR.......................$ 15.69 0.00
LABORER: PIPELAYER.................................$ 17.76 0.00
LABORER: GRADE CHECKER.............................$ 14.88 0.00
LABORER: COMMON OR GENERAL.........................$ 15.74 2.05
LABORER: ASPHALT, INCLUDES RAKER, SHOVELER,
SPREADER AND DISTRIBUTOR............................$ 19.21 2.82
IRONWORKER, STRUCTURAL..............................$ 27.38 0.00
IRONWORKER, REINFORCING.............................$ 20.80 0.00
CEMENT MASON/CONCRETE FINISHER......................$ 16.03 0.00
CARPENTER, INCLUDES FORM WORK.......................$ 19.22 0.00
WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.
Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.
Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts.
Note: Executive Order 13658 generally applies to contracts subject to the Davis-Bacon Act that were awarded on or between January 1, 2015 and January 29, 2022, and that have not been renewed or extended on or after January 30, 2022. Executive Order 13658 does not apply to contracts subject only to the Davis-Bacon Related Acts regardless of when they were awarded. If a contract is subject to Executive Order 13658, the contractor must pay all covered workers at least $13.65 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract from May 11, 2026, through December 31, 2026. The applicable Executive Order minimum wage rate will be adjusted annually.
Additional information on contractor requirements and worker protections under Executive Order 13658 is available at www.dol.gov/whd/govcontracts.
Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (iii)).
The body of each wage determination lists the classifications and wage rates that have been found to be prevailing for the type(s) of construction and geographic area covered by the wage determination. The classifications are listed in alphabetical order under rate identifiers indicating whether the particular rate is a union rate (current union negotiated rate), a survey rate, a weighted union average rate, a state adopted rate, or a supplemental classification rate.
Union Rate Identifiers
A four-letter identifier beginning with characters other than
SU , UAVG , SA , or SC denotes that a union rate was prevailing for that classification in the survey. Example:
PLUM0198-005 07/01/2024. PLUM is an identifier of the union whose collectively bargained rate prevailed in the survey for this classification, which in this example would be Plumbers.
0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2024 in the example, is the effective date of the most current negotiated rate.
Union prevailing wage rates are updated to reflect all changes over time that are reported to WHD in the rates in the collective bargaining agreement (CBA) governing the classification.
Union Average Rate Identifiers
The UAVG identifier indicates that no single rate prevailed for those classifications, but that 100% of the data reported for the classifications reflected union rates. EXAMPLE:
UAVG-OH-0010 01/01/2024. UAVG indicates that the rate is a weighted union average rate. OH indicates the State of Ohio.
The next number, 0010 in the example, is an internal number used in producing the wage determination. The date, 01/01/2024 in the example, indicates the date the wage determination was updated to reflect the most current union average rate.
A UAVG rate will be updated once a year, usually in January, to reflect a weighted average of the current rates in the collective bargaining agreements on which the rate is based.
Survey Rate Identifiers
The SU identifier indicates that either a single non-union rate prevailed (as defined in 29 CFR 1.2) for this classification in the survey or that the rate was derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As a weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SUFL2022-007 6/27/2024. SU indicates the rate is a single non-union prevailing rate or a weighted average of survey data for that classification. FL indicates the State of Florida. 2022 is the year of the survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. The date, 6/27/2024 in the example, indicates the survey completion date for the classifications and rates under that identifier.
SU wage rates typically remain in effect until a new survey is conducted. However, the Wage and Hour Division (WHD) has the discretion to update such rates under 29 CFR 1.6(c)(1).
State Adopted Rate Identifiers
The SA identifier indicates that the classifications and prevailing wage rates set by a state (or local) government were adopted under 29 C.F.R 1.3(g)-(h). Example: SAME2023-007 01/03/2024. SA reflects that the rates are state adopted. ME refers to the State of Maine. 2023 is the year during which the state completed the survey on which the listed classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination.
The date, 01/03/2024 in the example, reflects the date on which the classifications and rates under the SA identifier took effect under state law in the state from which the rates were adopted.
END OF GENERAL DECISION"
U.S. DEPARTMENT OF LABOR
OFFICE OF THE SECRETARY
WASHINGTON
This case is before the Department of Labor pursuant to a request for a wage predetermination as required by law applicable to the work described.
A study has been made of wage conditions in the locality and based on information available to the Department of Labor the wage rates and fringe payments listed are hereby determined by the Secretary of Labor as prevailing for the described classes for labor in accordance with applicable law.
This wage determination decision and any modifications thereof during the period prior to the stated expiration date shall be made a part of every contract for performance of the described work as provided by applicable law and regulations of the Secretary of Labor, and the wage rates and fringe payments contained in this decision, including modifications, shall be the minimums to be paid under any such contract and subcontractors on the work.
The Contracting Officer shall require that any class of laborers and mechanics which is not listed in the wage determination and which is to be employed under the Contract, shall be classified or reclassified conformably to the wage determination, and a report of the action taken shall be sent by the Federal agency to the Secretary of Labor. In the event the interested parties cannot agree on the proper classification or reclassification of a particular class of laborers and mechanics to be used, the question accompanied by the recommendation of the Contracting Officer shall be referred to the Secretary for determination.
Before using apprentices on the job the contractor shall present to the Contracting Officer written evidence of registration of such employees in a program of a State apprenticeship and training agency approved and recognized by the U.S. Bureau of Apprenticeship and Training. In the absence of such a State agency, the Contractor shall submit evidence of approval and registration by the U.S. Bureau of Apprenticeship and Training.
The Contractor shall submit to the Contracting Officer written evidence of the established apprentice-journeyman ratios and wage in the project area, which will be the basis for establishing such ratios and rates for the project under the applicable contract provisions.
Fringe payments include medical and hospital care, compensation for injuries or illness resulting from occupational activity, unemployment benefits, life insurance, disability and sickness insurance, accident insurance (all designated as health and welfare), pensions, vacation and holiday pay, apprenticeship or other similar programs and other bona fide fringe benefits.
By direction of the Secretary of Labor
E. Irving Manger, Associate Administrator Division of Wage Determinations Wage and Labor Standards Administration
FHWA-1273 (Electronic Version)
The following Form titled shall apply to this Contract:
FHWA-1273 – Revised June 25, 2026
I. General II. Nondiscrimination III. Davis-Bacon and Related Act Provisions IV. Contract Work Hours and Safety Standards Act Provisions V. Subletting or Assigning the Contract VI. Safety: Accident Prevention VII. False Statements Concerning Highway Projects VIII. Implementation of Clean Air Act and Federal Water Pollution Control Act IX. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion X. Certification Regarding Use of Contract Funds for Lobbying XI. 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).
1. Historically, contracting agencies using Federal-aid highway funds were required to ensure Form FHWA-1273 was physically incorporated into all contracts and subcontracts. Effective June 10, 2026, this requirement was eliminated [91 FR 25492]. Future use of Form FHWA-1273 is now optional on the part of the contracting agency using Federal-aid highway funds. FHWA continues to make Form FHWA-1273 available as a convenience to contracting agencies. Contracting agencies must continue to ensure compliance with the provisions cited in Form FHWA-1273 in accordance with the provisions regardless of the use of Form FHWA-1273. Accordingly, the contracting agency retains the authority to determine whether the contractor must use Form FHWA-1273 to physically incorporate required contract provisions in each subcontract and in lower tier contracts. Where permitted by the contracting agency, the contractor may choose other ways to include required contract provisions in each subcontract, besides incorporating Form FHWA-1273. Contract provisions in Form FHWA-1273 are not required to be physically included in subcontracts for design services on Federal-aid design-build contracts, or in purchase orders, rental agreements and other agreements for supplies or services.
The applicable provisions 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 or 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.
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.
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).
The contractor and all subcontractors must comply with the following policies: 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, including any amendments thereto.
Note: The U.S. Department of Labor has exclusive authority to determine compliance with 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, including any amendments thereto.
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.
a. The requirements of 49 CFR Part 26, including any amendments thereto, 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, including any amendments thereto, 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, including any amendments thereto, are incorporated by reference. 49 CFR Part 21.
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.
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