A37_127490.pdf

PDF 21 MB Posted Apr 15, 2026

Attached to: A37_2026 ON-CALL GUARDRAIL UPGRADES
Solicitation number: IFB-118107
Issued by: Louisa County, Virginia

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Written by GovTribe AI · Apr 21, 2026

Virginia Department of Transportation On-Call Guardrail Upgrades Contract Summary

This is a Bid Proposal and Contract document issued by the Virginia Department of Transportation (VDOT) for an on-call guardrail upgrades project across multiple locations in the Lynchburg District. The project involves furnishing labor, equipment, and materials for guardrail installation, removal, renovation, and related roadwork on various state routes throughout the district-wide area. The contract encompasses multiple bid items including borrow excavation, utility test pits, aggregate base materials, guardrail installations of various types (GR-MGS1, GR-6, GR-7, GR-11, GR-2, GR-10), guardrail terminals, fixed object attachments, height transitions, shoulder renovation, site preparation, traffic control devices, and pavement delineators. The bid submission deadline was 10:00 AM on Wednesday, May 27, 2026. The contract completion date is January 7, 2028. This is a renewable on-call contract with provisions for two additional one-year renewal terms, subject to mutual agreement between VDOT and the contractor, provided the bonding agency approves the renewal and no unit price increases are implemented.

Payment for completed work will be made monthly based on approximate quantities of work performed as determined by the engineer, with retention provisions and subcontractor payment requirements governed by Virginia Code. The contract requires a bid bond equal to five percent of the bid amount and performance and payment bonds valued at the lesser of the contract value or $500,000. Work is subject to prevailing wage requirements with wage determinations established for multiple Virginia counties including Halifax, South Boston, Buckingham, Campbell, Lynchburg, Amherst, Nelson, Charlotte, Emporia, Greensville, Surry, Prince Edward, Appomattox, Danville, and Pittsylvania counties. The project is federally funded and requires compliance with Davis-Bacon wage standards, DBE participation reporting (currently at 0% goal under interim requirements), Made in the USA material requirements, and comprehensive traffic control coordination through VDOT's Lane Closure Advisory Management System (LCAMS). The contractor must maintain prequalification status with VDOT and comply with all security, environmental, and safety requirements specified in the contract documents.

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ORDER NO.: A37

CONTRACT ID. NO.: C0000127490N01

Form C-6a

Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: VARIOUS

FHWA NUMBER: STP-PM03(400)

PROJECT NUMBER: GR27-963-749, N501

COUNTY: DISTRICT-WIDE

DISTRICT: LYNCHBURG

DESCRIPTION: ON-CALL GUARDRAIL UPGRADES

LOCATION: VARIOUS

DATE BID SUBMITTED: 10:00 AM WEDNESDAY, MAY 27, 2026

Form C-118 Rev. 2-1-24

COMMONWEALTH OF VIRGINIA

NOTICE TO BIDDERS

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 the Form C-24. This form may be mailed or faxed but must be received prior to the opening of the 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.

https://bidx.com/site/home http://cabb.virginiadot.org/

Form C-24

Rev. 7-6-05

PROPOSAL GUARANTY

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: GR27-963-749, N501

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)

(Officer, Partner or Owner) (Seal) (Surety Company)

(Principal*) (Attorney-in-Fact**) (Seal)

(Officer, Partner or Owner) (Seal) (Address)

*Note: If the principal is a joint venture, 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.

Electronic Bid Only: 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

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION,

AND VENDOR SURVEY FORM (ALL VENDORS)

PROJECT

NO.

GR27-963-749, N501

CONTRACT I.D.

NO.

C0000127490N01

FHWA NO. STP-PM03(400)

DATE SUBMITTED

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.

Vendor Signature:

Vendor ID No. Title:

Vendor’s Address: ____________________________________

City: __________________

State: __________________ Zip Code: _________

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION (ALL)

VENDOR

NUMBER

NAME OF SUBCONTRACTOR/SUPPLIER TELEPHONE

NUMBER

UTILIZED

(Y/N)

NOTE: ATTACH ADDITIONAL PAGES, IF NECESSARY.

BIDDER MUST SIGN EACH ADDITIONAL SHEET TO CERTIFY ITS CONTENT AND COMPLETION OF FORM.

FEDERAL LAW REQUIRES ALL VENDORS SUBMITTING BIDS OR OFFERS PROVIDE THE INFORMATION

REQUESTED IN THIS FORM.

Form C-48 Rev. 10-03-25

VENDOR SURVEY

WHEN SUBMITTING A BID OR OFFER AS A PRIME CONTRACTOR, THE BIDDER MUST SUBMIT A

VENDOR SURVEY FOR THEMSELVES AND A VENDOR SURVEY FOR EACH SUBCONTRACTOR

AND SUPPLIER WHO SUBMITTED A BID OR QUOTE TO THE BIDDER.

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

THE UNDERSIGNED, ON BEHALF OF VENDOR IDENTIFIED ABOVE, ACKNOWLEDGES AND CERTIFIES THAT THIS FORM ACCURATELY STATES THE INFORMATION CONTAINED HEREIN TO THE BEST OF VENDOR’S

KNOWLEDGE.

Printed Full Legal Name of Person Signing for Vendor

Signature: ____________________________________________

Form C-7

Rev. 2-2-24

SHEET 1

TERMS OF THE PROPOSAL\CONTRACT

SUBMITTED: 10:00 AM WEDNESDAY, MAY 27, 2026

PROJECT NUMBER: GR27-963-749, N501

ROUTE NUMBER: VARIOUS

FHWA NUMBER: STP-PM03(400)

DESCRIPTION: ON-CALL GUARDRAIL UPGRADES

LOCATION: VARIOUS

DISTRICT: LYNCHBURG COUNTY: DISTRICT-WIDE

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.

COMPLETION DATE: JANUARY 7, 2028

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 04/13/2026Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000127490N01 GR27-963-749, N501

Order No.: A37

Oversight/State Project No.:

Federal Project No.: STP-PM03(400)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0010 303SD20-0007

BORROW EXCAVATION CY

5.000

0020 303SX20-0012

UTILITY TEST PIT UNPAVED EA

5.000

ATTD

0030 305SP20-0003

AGR. BASE MAT. TY.I OR II

NO. 21A OR 21B

TON

950.000

ATTD

0040 305SP20-0005

MACHINING SHOULDERS LF

3,000.000

ATTD

0050 505SD20-0011

GUARDRAIL GR-MGS1 LF

2,100.000

0060 505SD20-0013

GUARDRAIL GR-MGS1, 9'

POST

100.000

0070 505SD20-0017

GUARDRAIL TERMINAL GR-

MGS2

20.000

0080 505SD20-0018

GUARDRAIL END

ANCHORAGE GR-MGS3

5.000

0090 505SD20-0019

GUARDRAIL HEIGHT

TRANSITION GR-MGS4

15.000

0100 505SD20-0027

GUARDRAIL TERMINAL GR-6

NCHRP 350

50.000

0110 505SD20-0028

GUARDRAIL TERMINAL GR-7

NCHRP 350

1.000

0120 505SD20-0029

GUARDRAIL TERMINAL GR-11 EA

1.000

0130 505SD20-0030

GUARDRAIL GR-2 LF

100.000

Schedule of Items Page: 3

Proposal ID: C0000127490N01 GR27-963-749, N501

Order No.: A37

Oversight/State Project No.:

Federal Project No.: STP-PM03(400)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0140 505SD20-0032

GUARDRAIL GR-2 8' POST LF

50.000

0150 505SD20-0040

GUARDRAIL GR-10 LF

125.000

0160 505SD20-0047

FIXED OBJECT ATTACH. GR-

FOA-3 TY. I RUN ON

1.000

0170 505SD20-0073

REMOVE EXISTING

GUARDRAIL

3,000.000

0180 505SX20-0001

HAND DIG GUARDRAIL POST

HOLE

20.000

ATTD

0190 505SX20-0058

GUARDRAIL POST LEAVE

OUT

65.000

ATTD

0200 505SX20-0058

GUARDRAIL TERMINAL SITE

PREPERATION, 4' MODERATE

5.000

ATTD

0210 505SX20-0058

GUARDRAIL TERMINAL SITE

PREPERATION, 6' MODERATE

5.000

ATTD

0220 505SX20-0058

GUARDRAIL TERMINAL SITE

PREPERATION, MINOR

10.000

ATTD

0230 510SX20-0040

REMOVE EXIST. GUARDRAIL

TERMINAL

22.000

0240 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

320.000

0250 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

175.000

Schedule of Items Page: 4

Proposal ID: C0000127490N01 GR27-963-749, N501

Order No.: A37

Oversight/State Project No.:

Federal Project No.: STP-PM03(400)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0260 512SD20-0026

ELECTRONIC ARROW BOARD HR

320.000

0270 512SD20-0027

FLAGGER SERVICE HR

40.000

0280 512SP20-0001

PORTABLE TEMPORARY

RUMBLE STRIP ARRAY

DAY

40.000

ATTD

0290 702SD20-0001

GUARDRAIL DELINEATOR EA

15.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000127490N01

A37

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

_______BORROW EXCAVATION 0.290303SD20-0007

_______AGR. BASE MAT. TY.I OR II NO. 21A OR 21B 0.600305SP20-0003

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Page

Bid Items Eligible For Steel Price Adjustment

C0000127490N01

A37

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

_______GUARDRAIL GR-MGS1505SD20-0011

_______GUARDRAIL GR-MGS1, 9' POST505SD20-0013

_______GUARDRAIL TERMINAL GR-MGS2505SD20-0017

_______GUARDRAIL END ANCHORAGE GR-MGS3505SD20-0018

_______GUARDRAIL HEIGHT TRANSITION GR-MGS4505SD20-0019

_______GUARDRAIL TERMINAL GR-6 NCHRP 350505SD20-0027

_______GUARDRAIL TERMINAL GR-7 NCHRP 350505SD20-0028

_______GUARDRAIL TERMINAL GR-11505SD20-0029

_______GUARDRAIL GR-2505SD20-0030

_______GUARDRAIL GR-2 8' POST505SD20-0032

_______GUARDRAIL GR-10505SD20-0040

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

FORMS and SCHEDULE OF ITEMS PRECEDE SPCNs, SPs and SUPPLEMENTAL SPECS.

*CN100-000026-09 GEN. PROJ. REQUIRE., SSS/SPS/SPCNS 12-11-25 (SPCN) 1

CN103-000100-01 SECTION 103.02—AWARD OF CONTRACT 6-17-25 (SPCN) 1

CN105-000140-00 SECTION 105.14—MAINT. DURING CONSTRUCTION 12-20-24 (SPCN) 2

CN105-000150-00 SECURITY REQUIREMENTS FOR PCMS 1-30-26 (SPCN) 2

CN221-000100-00 SECTION 221.02—DETAIL REQUIREMENTS 1-15-25 (SPCN) 3

CN245-000100-01 SECTION 245.03—TESTING & DOCUMENTATION 1-10-24 (SPCN) 4

*DRUG-FREE WORKPLACE 7-3-19 (SPCN) 5

CQ107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY 5-11-22 (SPCN) 6

SP0F0-000100-00 PREDETERMINED MIN. WAGE RATES R-7-12-16 7

SP0F0-000130-02 FHWA 1273—REQ. PROVISIONS, FED-AID 10-3-23 68

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 95

SP100-000120-01 RENEWABLE ON CALL CONTRACTS GENERAL PROVISIONS 2-9-26 101

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 107

SP105-000100-00 INFORMAL PARTNERING R-7-12-16 108

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 110

*SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1-21/20 111

SP107-001510-05 INTERIM DBE REQUIREMENTS 11-05-25 113

SP107-003100-00 MADE IN THE USA REQUIREMENTS 10-03-25 117

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 124

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 126

SP109-000130-01 ELECTRONIC OR PRINTED WEIGH TICKETS 3-10-25 131

SP305-000100-01 SHOULDER RENOVATION 10-3-16 137

GUARDRAIL TERMINAL SITE PREPARATION 7-13-20 141

*SP512-000130-00 EMPLOYMENT OF PTRS 1-24-19 143

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 145

SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 147

SQ107-001310-00 PREVAIL. WAGE RATES FOR RENEWABLE ON CALL CONTRACTS 10-12-23 148

SS109-002020-01 SEC. 109—MEASUREMENT AND PAYMENT 5-1-23 152

SS211-002020-03 SECT 211 – ASPHALT CONCRETE 3-18-24 155

SS220-002020-01 SECTION 220 – CONCRETE CURING MATERIALS 8-28-20 160

SS223-002020-02 SECTION 223 – STEEL REINFORCEMENT 4-4-23 161

*SS234-002020-01 SECTION 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 162

*SS235-002020-01 SECTION 235 – RETROREFLECTORS 5-6-22 163

SS236-002020-01 SECTION 236 – WOOD PRODUCTS 5-14-21 164

*SS246-002020-02 SECTION 246 – PAVEMENT MARKING 5-6-22 168

SS248-002020-02 SECTION 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 176

*SS305-002020-02 SECTION 305 – SUBGRADE AND SHOULDERS 12-20-23 178

SS308-002020-01 SECTION 308 -SUBBASE COURSE 7-13-21 180

SS309-002020-01 SECTION 309 - AGGREGATE BASE COURSE 7-13-21 181

SS315-002020-05 SECTION 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 182

SS317-002020-01 SECTION 317— STONE MATRIX ASPHALT CONC. PLACEMENT 6-21-24 201

SS318-002020-01 SECTION 318—PAVEMENT INTERLAYERS 8-2-23 203

*SS319-002020-02 SECT 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 204

SS321-002020-02 SECTION 321 – TRENCH WIDENING 5-4-23 208

*SS407-002020-02 SEC. 407 – STEEL & METAL STRUCT 11-01-22 210

*SS411-002020-01 SEC. 411 – PROT. COAT. OF METAL 11-01-22 213

*SS512-002020-03 SECTION 512 – MAINTAINING TRAFFIC 7-1-22 214

*SS704-002020-02 SECTION 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 228

LIMITATION OF OPERATIONS 1-29-26 234

SECTION 505-GUARDRAIL AND W-BEAM MEDIAN BARRIERS 2-9-26 237

TABLE OF CONTENTS FOR PROVISIONS

VERIFICATION OF UTILITIES AND GUARDRAIL INSTALLATION 2-6-26 238

NO PLAN 240

cn100-000026-09 GENERAL PROJECT REQUIREMENTS, SUPPLEMENTAL SPECIFICATIONS (SSs), SPECIAL PROVISIONS (SPs) AND SPECIAL PROVISION COPIED NOTES (SPCNs)

This project shall be constructed according to: the Plans; the Virginia Department of Transportation Road and Bridge Specifications, dated 2020 and the Supplement thereto, dated 2022; the Virginia Department of Transportation Road and Bridge Standards, dated 2016, with revisions issued online as of the advertisement date for this project incorporated; the Virginia Work Area Protection Manual, 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.

12-11-25 (SPCN)

cn103-000100-01 SECTION 103.02—AWARD OF CONTRACT of the Specifications is replaced in its entirety with the following:

103.02 – Award of Contract

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.

6-17-25 (SPCN)

cn105-000140-00 SECTION 105.14—MAINTENANCE DURING CONSTRUCTION of the Specifications is amended by the following:

Section 105.14(a)3 – Flagging Traffic is replaced with the following:

3. Flagging Traffic: Flaggers shall be able to communicate to the traveling public in English while performing the job duty as a flagger at the flagger station.

All flaggers shall possess a valid, current flagger certification card, be it a physical or electronic card, at all times while performing flagging duties.

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.

12-20-24 (SPCN)

cn105-000150-00 SECURITY REQUIREMENTS FOR PORTABLE CHANGEABLE MESSAGE SIGNS— 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.

1-30-26 (SPCN)

cn221-000100-00 SECTION 221.02—DETAIL REQUIREMENTS of the Specifications is amended by replacing the first paragraph with the following:

Guardrail shall consist of rail or cable elements and fastenings fabricated to develop continuous beam or cable strength when installed. Guardrail materials shall conform to AASHTO M180-18 and M30 specification requirements supplied by manufacturers included on the Department’s Approved List 12.

1-15-25 (SPCN)

https://covgov.sharepoint.com/:w:/r/sites/TM-VDOT-SC-Specifications-External/_layouts/15/Doc.aspx?sourcedoc=%7BF1622882-4C64-446A-AE11-E07A4F78D1F2%7D&file=cn221-000100-00.docx&action=default&mobileredirect=true cn245-000100-01 SECTION 245.03—TESTING AND DOCUMENTATION of the Specifications is amended by the following:

Section 245.03(e) – Prefabricated Geocomposite Pavement Underdrain is replaced by the following:

Prefabricated Geocomposite Pavement Underdrain: 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. Core: 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

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. Filter Fabric: 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.

Section 245.03(f) – Geocomposite Wall Drains is replaced by the following:

Geocomposite Wall Drains: 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. Core: 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. Filter Fabric: 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.

Section 245.03(g) – Geomembrane Moisture Barrier is replaced by the following:

Geomembrane Moisture Barrier: 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.

1-10-24 (SPCN)

DRUG-FREE WORKPLACE– 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.

7-3-19 (SPCN)

cq107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY

Section 107.14(a)1 – Required by §2.2-4201 and §2.2-4311 of the Code of Virginia is replaced with the following:

1. Required by §2.2-4201 and §2.2-4311 of the Code of Virginia: 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.

5-11-22 (SPCN)

SP0F0-000100-00

Reissued July 12, 2016

PREDETERMINED MINIMUM WAGE RATES

"General Decision Number: VA20260073 01/02/2026

Superseded General Decision Number: VA20250073

State: Virginia

Construction Type: Highway

Counties: Halifax and South Boston* Counties in Virginia.

*including the independent city of South Boston

HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building structures in rest area projects & railroad construction;

bascule, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction;

and other major bridges).

Modification Number Publication Date

0 01/02/2026

SUVA2016-009 07/02/2018

Rates Fringes

CARPENTER, Includes Form Work....$ 17.77 0.96

CEMENT MASON/CONCRETE FINISHER...$ 19.35 0.00

IRONWORKER, REINFORCING..........$ 20.80 0.00

LABORER: Asphalt, Includes

Raker, Shoveler, Spreader and

Distributor......................$ 17.79 0.00

LABORER: Common or General......$ 13.92 0.00 https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/SP0F0-000100-00.docx

LABORER: Pipelayer..............$ 16.75 0.00

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 17.74 0.00

OPERATOR: Broom/Sweeper.........$ 16.15 0.23

OPERATOR: Crane.................$ 26.68 0.00

OPERATOR: Grader/Blade, Includes Finishing...............$ 26.13 0.00

OPERATOR: Loader................$ 18.18 0.00

OPERATOR: Mechanic..............$ 19.15 0.00

OPERATOR: Milling Machine.......$ 21.13 0.00

OPERATOR: PAVEMENT PLANER.......$ 15.95 0.00

OPERATOR: Paver (Asphalt, Aggregate, and Concrete).........$ 18.50 0.00

OPERATOR: Roller (Finishing)....$ 16.55 0.00

OPERATOR: Roller................$ 16.38 0.00

OPERATOR: TRACTOR (UTILITY).....$ 13.94 0.00

OPERATOR: Asphalt Spreader and Distributor..................$ 17.34 0.00

OPERATOR: Bulldozer, Including Utility................$ 17.66 0.00

PAVEMENT MARKING TRUCK DRIVER....$ 21.40 0.00

TRAFFIC CONTROL: Flagger.......$ 11.99 0.00

TRUCK DRIVER : HEAVY 7CY &

UNDER............................$ 16.69 0.00

TRUCK DRIVER: HEAVY OVER 7

CY...............................$ 17.74 0.00

TRUCK DRIVER: Single & Multi

Axle.............................$ 15.48 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.

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"

"General Decision Number: VA20260107 01/02/2026

Superseded General Decision Number: VA20250107

County: Buckingham County in Virginia.

bascule, suspension & spandrel arch bridges designed for

ELEC0080-011 06/01/2025

ELECTRICIAN, Includes Traffic

Signalization....................$ 36.85 17.18%+7.80

SUVA2016-043 07/02/2018

CARPENTER, Includes Form Work....$ 17.20 0.00

CEMENT MASON/CONCRETE FINISHER...$ 19.94 0.00

IRONWORKER, REINFORCING..........$ 22.71 0.00

IRONWORKER, STRUCTURAL...........$ 27.38 0.00

Distributor......................$ 15.92 0.00

LABORER: Common or General......$ 13.78 0.00

LABORER: Grade Checker..........$ 15.07 0.00

LABORER: Pipelayer..............$ 15.11 0.00

LABORER: Power Tool Operator....$ 15.69 0.00

Backhoe/Excavator/Trackhoe.......$ 20.05 0.00

OPERATOR: Bobcat/Skid

Steer/Skid Loader................$ 19.16 4.45

OPERATOR: Broom/Sweeper.........$ 14.32 0.25

OPERATOR: Crane.................$ 25.82 0.00

OPERATOR: Drill.................$ 24.66 0.00

OPERATOR: Gradall...............$ 18.65 0.00

OPERATOR: Grader/Blade..........$ 26.13 0.00

OPERATOR: Hydroseeder...........$ 16.64 0.00

OPERATOR: Loader................$ 18.39 0.00

OPERATOR: Mechanic..............$ 20.60 0.00

OPERATOR: Milling Machine.......$ 23.12 3.60

Aggregate, and Concrete).........$ 18.00 0.00

OPERATOR: Piledriver............$ 21.83 4.08

OPERATOR: Roller................$ 17.49 0.00

OPERATOR: Screed................$ 22.13 4.89 and Distributor..................$ 16.51 0.00

Including Utility................$ 19.26 0.00

PAVEMENT MARKING TRUCK DRIVER....$ 18.83 0.00

TRAFFIC CONTROL: Flagger.......$ 10.22 0.00

UNDER............................$ 15.36 0.00

TRUCK DRIVER: 1/Single Axle

Truck............................$ 17.34 0.00

TRUCK DRIVER: Fuel and

Lubricant Service................$ 18.25 0.00

TRUCK DRIVER: MULTI AXLE........$ 18.17 0.00

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 $13.30 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in 2025. The applicable Executive Order minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections 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 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 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 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, adopted under 29 C.F.R 1.3(g)-(h). Example: SAME2023-007

The date, 01/03/2024 in the example, reflects the date on which the classifications and rates under the ?SA? identifier took

"General Decision Number: VA20260108 01/02/2026

Superseded General Decision Number: VA20250108

Counties: Campbell and Lynchburg* Counties in Virginia.

*including the independent city of Lynchburg bascule, suspension & spandrel arch bridges designed for

SUVA2016-044 07/02/2018

CARPENTER, Includes Form Work....$ 17.65 0.00

Distributor......................$ 15.40 0.00

LABORER: Common or General......$ 12.82 0.00

Backhoe/Excavator/Trackhoe.......$ 18.53 0.00

Aggregate, and Concrete).........$ 17.50 2.54

OPERATOR: Roller................$ 14.47 2.28

Including Utility................$ 17.99 0.00

TRAFFIC CONTROL: Flagger.......$ 11.76 0.00

CY...............................$ 16.60 0.00

TRUCK DRIVER: Single & Multi

Axle.............................$ 16.58 0.00

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.

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 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.

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, adopted under 29 C.F.R 1.3(g)-(h). Example: SAME2023-007

The date, 01/03/2024 in the example, reflects the date on which the classifications and rates under the ?SA? identifier took

"General Decision Number: VA20260101 01/02/2026

Superseded General Decision Number: VA20250101

County: Amherst County in Virginia.

bascule, suspension & spandrel arch bridges designed for

SUVA2016-037 07/02/2018

CARPENTER, Includes Form Work....$ 17.65 0.00

Distributor..............

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 21, 2026.