833968vadotB09_128486.pdf

PDF 3 MB Posted Jul 20, 2026

Attached to: On-Call Guardrail Replacement, Salem District
Solicitation number: C0000128486N01
Issued by: Salem City, Virginia

About this file

Written by GovTribe AI · Jul 24, 2026

This is a bid proposal and contract document from the Commonwealth of Virginia Department of Transportation for an on-call guardrail replacement project in the Salem District. The project encompasses guardrail installation, replacement, and maintenance work across various routes on Interstate, Primary, and Secondary roadways within the district. The scope of work includes multiple guardrail types (GR-MGS1, GR-MGS1A, GR-2, GR-10, and median barrier MB-3), terminal installations, fixed object attachments, impact attenuators, and associated site preparation activities. The bid includes approximately 57 line items with quantities ranging from 1 to 2,500 units, including temporary silt fence, utility test pits, aggregate base material, guardrail removal, hand-dig post holes, traffic control devices, and mobilization tasks organized by residency area. The bid submission deadline is 10:00 AM on Wednesday, August 26, 2026, with electronic submission required through Bidx. The contract completion date is November 15, 2027, and bids must be accompanied by a proposal guaranty bond equal to five percent of the bid amount.

Bidders must meet prequalification requirements and submit pricing on all line items as shown in the proposal schedule. The contract includes optional fuel adjustment and steel price adjustment provisions that bidders may elect to apply. Prevailing wage rates apply based on geographic location within the Salem District, with rates specified for various counties including Carroll, Henry, Martinsville, Grayson, Galax, Patrick, Bedford, and Botetourt, with wage classifications ranging from flagger positions at $11.45 to $11.76 per hour to crane operators at $25.82 to $26.68 per hour. The project is federally funded under FHWA project number STP-TS02(269) and requires compliance with Davis-Bacon Act wage determinations, equal employment opportunity requirements, drug-free workplace policies, and subcontractor/supplier documentation. Bidders must also provide maintenance and repair training for impact attenuators by a manufacturer's representative and comply with all specifications outlined in the Virginia Department of Transportation Road and Bridge Specifications dated 2020 and 2022, along with applicable supplemental specifications and special provisions.

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ORDER NO.: B09

CONTRACT ID. NO.: C0000128486N01

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-TS02(269)

PROJECT NUMBER: 9999-962-943, N501

COUNTY: DISTRICT-WIDE

DISTRICT: SALEM

DESCRIPTION: ON-CALL - GUARDRAIL REPLACEMENT

LOCATION: VARIOUS

DATE BID SUBMITTED: 10:00 AM WEDNESDAY, AUGUST 26, 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: 9999-962-943, 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.

9999-962-943, N501

CONTRACT I.D.

NO.

C0000128486N01

FHWA NO. STP-TS02(269)

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

TERMS OF THE PROPOSAL\CONTRACT

SUBMITTED: 10:00 AM WEDNESDAY, AUGUST 26, 2026

PROJECT NUMBER: 9999-962-943, N501

ROUTE NUMBER: VARIOUS

FHWA NUMBER: STP-TS02(269)

DESCRIPTION: ON-CALL - GUARDRAIL REPLACEMENT

LOCATION: VARIOUS

DISTRICT: SALEM 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: NOVEMBER 15, 2027

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 07/09/2026Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000128486N01 9999-962-943, N501

Order No.: B09

Oversight/State Project No.:

Federal Project No.: STP-TS02(269)

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 303SD20-0034

TEMP. SILT FENCE TYPE A LF

50.000

0020 303SX20-0012

UTILITY TEST PIT UNPAVED EA

10.000

ATTD

0030 305SD20-0012

AGGR.BASE MAT.TY. I NO.21A

OR 21B

TON

300.000

0040 305SP20-0005

MACHINING SHOULDERS LF

2,500.000

ATTD

0050 505SD20-0009

REMOVE EX. GUARDRAIL

TERMINAL

40.000

0060 505SD20-0010

RUB RAIL LF

100.000

0070 505SD20-0011

GUARDRAIL GR-MGS1 LF

500.000

0080 505SD20-0012

GUARDRAIL GR-MGS1A LF

300.000

0090 505SD20-0013

GUARDRAIL GR-MGS1, 9'

POST

400.000

0100 505SD20-0014

RADIAL GUARDRAIL GR-

MGS1

500.000

0110 505SD20-0016

RADIAL GUARDRAIL GR-

MGS1, 9' POST

300.000

0120 505SD20-0017

GUARDRAIL TERMINAL GR-

MGS2

17.000

0130 505SD20-0018

GUARDRAIL END

ANCHORAGE GR-MGS3

10.000

Schedule of Items Page: 3

Proposal ID: C0000128486N01 9999-962-943, N501

Order No.: B09

Oversight/State Project No.:

Federal Project No.: STP-TS02(269)

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 505SD20-0019

GUARDRAIL HEIGHT

TRANSITION GR-MGS4

10.000

0150 505SD20-0027

GUARDRAIL TERMINAL GR-6

NCHRP 350

25.000

0160 505SD20-0028

GUARDRAIL TERMINAL GR-7

NCHRP 350

2.000

0170 505SD20-0029

GUARDRAIL TERMINAL GR-11 EA

2.000

0180 505SD20-0030

GUARDRAIL GR-2 LF

300.000

0190 505SD20-0032

GUARDRAIL GR-2 8' POST LF

200.000

0200 505SD20-0033

GUARDRAIL GR-2A LF

25.000

0210 505SD20-0035

RAD. GUARDRAIL GR-2A LF

200.000

0220 505SD20-0038

ALT.BREAKAWAY CABLE

TERM. GR-9

1.000

0230 505SD20-0040

GUARDRAIL GR-10 LF

100.000

0240 505SD20-0045

FIXED OBJECT ATTACH. GR-

FOA-1 TY. I

6.000

0250 505SD20-0046

FIXED OBJECT ATTACH. GR-

FOA-1 TY. II

4.000

0260 505SD20-0047

FIXED OBJECT ATTACH. GR-

FOA-3 TY. I

4.000

Schedule of Items Page: 4

Proposal ID: C0000128486N01 9999-962-943, N501

Order No.: B09

Oversight/State Project No.:

Federal Project No.: STP-TS02(269)

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.

0270 505SD20-0048

FIXED OBJECT ATTACH. GR-

FOA-3 TY.II

4.000

0280 505SD20-0050

FIXED OBJECT ATTACH. GR-

FOA-4 TY. I

4.000

0290 505SD20-0052

FIXED OBJECT ATTACH. GR-

FOA-4 TY. III

4.000

0300 505SD20-0053

FIXED OBJECT ATTACH. GR-

FOA-2 TY. I

2.000

0310 505SD20-0054

FIXED OBJECT ATTACH. GR-

FOA-2 TY. II

4.000

0320 505SD20-0055

FIXED OBJECT ATTACH. GR-

FOA-5

5.000

0330 505SD20-0059

MEDIAN BARRIER MB-3 LF

150.000

0340 505SD20-0071

GUARDRAIL BEAM LF

300.000

0350 505SD20-0073

REMOVE EXISTING

GUARDRAIL

1,500.000

0360 505SP20-0012

OFFSET BLOCK EA

120.000

0370 505SX20-0001

HAND DIG GUARDRAIL POST

HOLE

50.000

ATTD

0380 505SX20-0001

HAND DIG GUARDRAIL POST

LEAVE OUT

50.000

ATTD

Schedule of Items Page: 5

Proposal ID: C0000128486N01 9999-962-943, N501

Order No.: B09

Oversight/State Project No.:

Federal Project No.: STP-TS02(269)

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.

0390 505SX20-0044

SP. DES. GR.BR.ATTACH BR-

GR TYPE 1 OR TYPE 2

3.000

ATTD

0400 505SX20-0058

GUARDRAIL GUARDRAIL

TER.SITE PREPARATION 4'

MODERATE

15.000

ATTD

0410 505SX20-0058

GUARDRAIL GUARDRAIL

TER.SITE PREPARATION 6'

MODERATE

15.000

ATTD

0420 505SX20-0058

GUARDRAIL GUARDRAIL

TER.SITE PREPARATION

MINOR

20.000

ATTD

0430 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

100.000

0440 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

2,000.000

0450 512SD20-0026

ELECTRONIC ARROW BOARD HR

1,700.000

0460 512SD20-0027

FLAGGER SERVICE HR

200.000

0470 512SD20-0069

IMPACT ATTENUATOR IA-1 EA

1.000

0480 512SP20-0001

PORTABLE TEMPORARY

RUMBLE STRIP ARRAY

DAY

25.000

ATTD

0490 513SX20-0001

MOBILIZATION ON-CALL TASK

ORDER - BEDFORD

RESIDENCY (GREATER THAN

$75,000)

1.000

ATTD

Schedule of Items Page: 6

Proposal ID: C0000128486N01 9999-962-943, N501

Order No.: B09

Oversight/State Project No.:

Federal Project No.: STP-TS02(269)

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.

0500 513SX20-0001

MOBILIZATION ON-CALL TASK

ORDER - BEDFORD

RESIDENCY (LESS THAN

$75,000)

1.000

ATTD

0510 513SX20-0001

MOBILIZATION ON-CALL TASK

ORDER - CHRISTIANSBURG

RESIDENCY (GREATER THAN

$75,000)

1.000

ATTD

0520 513SX20-0001

MOBILIZATION ON-CALL TASK

ORDER - CHRISTIANSBURG

RESIDENCY (LESS THAN

$75,000)

1.000

ATTD

0530 513SX20-0001

MOBILIZATION ON-CALL TASK

ORDER - MARTINSVILLE

RESIDENCY (GREATER THAN

$75,000)

1.000

ATTD

0540 513SX20-0001

MOBILIZATION ON-CALL TASK

ORDER - MARTINSVILLE

RESIDENCY (LESS THAN

$75,000)

1.000

ATTD

0550 513SX20-0001

MOBILIZATION ON-CALL TASK

ORDER - SALEM RESIDENCY

(GREATER THAN $75,000)

1.000

ATTD

0560 513SX20-0001

MOBILIZATION ON-CALL TASK

ORDER - SALEM RESIDENCY

(LESS THAN $75,000)

1.000

ATTD

0570 702SD20-0001

GUARDRAIL DELINEATOR EA

6.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000128486N01

B09

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

_______AGGR.BASE MAT.TY. I NO.21A OR 21B 0.600305SD20-0012

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Page

Bid Items Eligible For Steel Price Adjustment

C0000128486N01

B09

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-MGS1A505SD20-0012

_______GUARDRAIL GR-MGS1, 9' POST505SD20-0013

_______RADIAL GUARDRAIL GR-MGS1505SD20-0014

_______RADIAL GUARDRAIL GR-MGS1, 9' POST505SD20-0016

_______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-2A505SD20-0033

_______RAD. GUARDRAIL GR-2A505SD20-0035

_______ALT.BREAKAWAY CABLE TERM. GR-9505SD20-0038

_______GUARDRAIL GR-10505SD20-0040

_______MEDIAN BARRIER MB-3505SD20-0059

_______GUARDRAIL BEAM505SD20-0071

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 SEC 103.02—AWARD OF CONTRACT 6-17-25 (SPCN) 1

CN105-000140-00 SEC 105.14—MAINTENANCE DURING CONSTRUCTION 12-20-24 (SPCN) 2

CN105-000150-00 SECURITY REQUIREMENTS FOR PCMS 1-30-26 (SPCN) 3

CN221-000100-00 SEC 221.02—DETAIL REQUIREMENTS 1-15-25 (SPCN) 4

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

CN505-000100-01 IMPACT ATTENUATOR 1-24-19 (SPCN) 6

CN512-000100-00 TABLE V-1, ADT GROUPS 7-12-16 (SPCN) 8

CQ107-000130-00 DRUG-FREE WORKPLACE 7-3-19 (SPCN) 8

CQ107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY 5-11-22 (SPCN) 9

SP0F0-000100-00 PREDETERMINED MIN. WAGE RATES R-7-12-16 10

SP0F0-000130-02 FHWA 1273—REQ. PROVISIONS, FED-AID 10-3-23 52

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 79

SP100-000120-01 RENEWABLE ON CALL CONTRACTS GENERAL PROVISIONS 11-4-20 84

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 91

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 92

*SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1-21/20 93

SP107-001510-06 INTERIM DBE REQUIREMENTS 1-26-26 95

SP107-003100-00 MADE IN THE USA REQUIREMENTS 10-03-25 99

*SP109-000100-05 ASPHALT MATERIAL PRICE ADJUSTMENT 7-8-24 106

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 108

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 110

SP109-000130-01 ELECTRONIC OR PRINTED WEIGH TICKETS 3-10-25 115

SP305-000100-01 SHOULDER RENOVATION 10-3-16 121

SP505-000100-00 REPLACE G’RAIL, MED. BARRIER & G’RAIL TO BRIDGE 8-4-16 125

GUARDRAIL TERMINAL SITE PREPARATION 7-13-20 131

*SP512-000130-00 EMPLOYMENT OF PTRS 1-24-19 133

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 135

SQ105-000611-01 SEC 105.06 — SUBCONTRACTING (FED FUNDED PROJECTS) 2-9-17 (SP) 137

SQ107-001310-00 PREVAILING WAGE RATES FOR RENEWABLE ON CALL CONTR. 10-12-23 138

SS109-002020-01 SEC 109 — MEASUREMENT AND PAYMENT 5-1-23 142

SS211-002020-03 SEC 211 – ASPHALT CONCRETE 3-18-24 145

SS220-002020-01 SEC 220 – CONCRETE CURING MATERIALS 8-28-20 151

SS223-002020-02 SEC 223 – STEEL REINFORCEMENT 4-4-23 152

SS234-002020-01 SEC 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 153

SS235-002020-01 SEC 235 – RETROREFLECTORS 5-6-22 154

SS236-002020-01 SEC 236 – WOOD PRODUCTS 5-14-21 155

SS246-002020-02 SEC 246 – PAVEMENT MARKING 5-6-22 159

SS248-002020-02 SEC 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 167

SS305-002020-02 SEC 305 – SUBGRADE AND SHOULDERS 12-20-23 169

SS308-002020-01 SEC 308 - SUBBASE COURSE 7-13-21 171

SS309-002020-01 SEC 309 - AGGREGATE BASE COURSE 7-13-21 172

SS315-002020-05 SEC 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 173

SS317-002020-01 SEC 317— STONE MATRIX ASPHALT CONCRETE PLACEMENT 6-21-24 192

SS318-002020-01 SEC 318 — PAVEMENT INTERLAYERS 8-2-23 194

SS319-002020-02 SEC 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 195

SS321-002020-02 SEC 321 – TRENCH WIDENING 5-4-23 199

SS407-002020-02 SEC 407 – STEEL & METAL STRUCT 11-01-22 201

SS411-002020-01 SEC 411 – PROT. COAT. OF METAL 11-01-22 203

SS512-002020-03 SEC 512 – MAINTAINING TRAFFIC 7-1-22 204

SS704-002020-02 SEC 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 216

TABLE OF CONTENTS FOR PROVISIONS

VERIFYING EXISTING UTILITIES 5-12-26 223

NO PLAN ASSEMBLY 225

cn100-000026-09 December 11, 2025 (SPCN)

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.

cn103-000100-01 June 17, 2025 (SPCN)

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.

cn105-000140-00 December 20, 2024 (SPCN)

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.

cn105-000150-00 January 30, 2026 (SPCN)

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.

cn221-000100-00 January 15, 2025 (SPCN)

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.

cn245-000100-01 January 10, 2024 (SPCN)

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.

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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.

cn505-000100-01 January 24, 2019 (SPCN)

IMPACT ATTENUATOR — This work shall consist of replacing damaged impact attenuators, or installing new, by furnishing and installing impact attenuators in accordance with Section 505 of the Specifications and as directed by the Engineer. Replacement impact attenuators shall be a Type I (Re-Directive Low-

Maintenance) as designated on VDOT’s MASH Provisionally Approved Products List. Impact attenuators shall be installed in accordance with the manufacturer's specifications and instructions, Standard Drawing

IA-LM, and Section 505 of the Specifications.

If replacing an existing impact attenuator, the Contractor shall inspect the condition of the existing impact attenuator foundation pad for size, thickness, adequacy of reinforcement, slope, cracking, surface wear, shifting, undermining, settling, or other signs of age or deterioration which may be unsuitable for continued use. If any of these conditions are present, the Contractor shall notify the Engineer and request authorization prior to replacing the existing foundation pad.

If the existing foundation pad is suitable for continued use and existing bolt patterns are present, the Contractor shall confirm that installing new bolts will not negatively impact performance of the unit.

Anchor bolts shall be set into holes drilled with rotary impact drills of the sizes recommended by the manufacturer of the attenuator, and as approved by the Engineer. Bolt holes shall be cleaned with a bottle brush before installing the anchor bolts.

The Type I (Re-Directive Low-Maintenance) Impact Attenuator shall be bolted in place according to the attenuator manufacturer’s instructions, but not before the fresh concrete foundation, if applicable, has reached 28-day strength, determined in accordance with Section 217 of the Specifications.

If a transition is required, the appropriate manufacturer’s standard transition shall be used.

The work site shall be protected according to Section 512 of the Specifications and the VWAPM.

Installers and repair personnel shall be certified by the manufacturer. The Contractor shall submit two copies of the manufacturers’ installation instructions to the Engineer prior to beginning work.

The Contractor shall provide one training session to VDOT personnel at a location selected by the Engineer within the VDOT District where the impact attenuators were installed, when designated as a pay item. The training sessions shall be conducted by a manufacturer’s representative and cover impact attenuator maintenance and repair. The Department may add additional training sessions to be paid for at the unit price bid. Each session shall be structured such that the personnel trained will be able to perform maintenance and repair beginning within one year of the training.

The Contractor shall provide documentation tracing the steel in the finished product back to raw material in accordance with Buy America requirements.

Impact attenuator will be measured in units of each and will be paid for at the Contract Each price. This price shall include furnishing and installing pad, impact attenuator, and transitions.

Remove existing impact attenuator will be measured and paid for as remove existing guardrail terminal in accordance with Section 505 of the Specifications. This price shall include removing and disposing of existing impact attenuator.

Site Preparation will be measured and paid for as Guardrail terminal site preparation in accordance with

Section 505 of the Specifications.

Maintenance and Repair Training will be measured in units of each and will be paid for at the Contract each price.

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Payment will be made under:

Pay Item Pay Unit

Impact attenuator (Type, Speed) Each

Maintenance and Repair Training Each cn512-000100-00 July 12, 2016 (SPCN)

TABLE V-1, ADT GROUPS — The Specifications are amended to include the following table:

TABLE V-1

Average Daily Traffic (ADT) Groups

Traffic Group ADT Traffic Group ADT

I 0-9 X 2,000-2,999

II 10-24 XI 3,000-3,999

III 25-49 XII 4,000-4,999

IV 50-99 XIII 5,000-5,999

V 100-249 XIV 6,000-9,999

VI 250-399 XV 10,000-14,999

VII 400-749 XVI 15,000-19,999

VIII 750-999 XVII 20,000-29,999

IX 1,000-1,999 XVIII 30,000-39,999

XIX 40,000 & over

CQ107-000130-00 July 3, 2019 (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.

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CQ107-000150-00 May 11, 2022 (SPCN)

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.

SP0F0-000100-00

Reissued July 12, 2016

PREDETERMINED MINIMUM WAGE RATES

"General Decision Number: VA20260070 05/18/2026

State: Virginia

Construction Types: Highway

Counties: Virginia Counties of Carroll

Modification Number Publication Date

0 01/02/2026

1 05/18/2026

SUVA2016-006 07/02/2018

Rates Fringes

TRUCK DRIVER: MULTI AXLE...........................$ 16.10 0.00

TRUCK DRIVER: HEAVY OVER 7 CY.....................$ 16.69 0.00

TRUCK DRIVER: 1/SINGLE AXLE TRUCK..................$ 15.80 0.00

TRUCK DRIVER : HEAVY 7CY & UNDER....................$ 16.69 0.00

TRAFFIC CONTROL: FLAGGER..........................$ 11.45 0.00

PAVEMENT MARKING TRUCK DRIVER.......................$ 19.00 0.00

PAVEMENT MARKING OPERATOR...........................$ 19.40 0.00

OPERATOR: ASPHALT SPREADER AND DISTRIBUTOR..........$ 15.95 0.00

OPERATOR: TRACTOR (UTILITY)........................$ 12.25 0.23

OPERATOR: ROLLER (FINISHING).......................$ 15.17 0.00

OPERATOR: ROLLER...................................$ 15.85 0.00

OPERATOR: PAVER (ASPHALT, AGGREGATE, AND

CONCRETE)...........................................$ 16.80 0.00

OPERATOR: PAVEMENT PLANER GROUNDSMEN...............$ 14.81 0.29

OPERATOR: PAVEMENT PLANER..........................$ 17.28 0.00

OPERATOR: MILLING MACHINE..........................$ 21.13 0.00

OPERATOR: MECHANIC.................................$ 18.57 0.00

OPERATOR: LOADER...................................$ 19.36 0.00

OPERATOR: GRADER/BLADE, INCLUDES FINISHING.........$ 26.13 0.00

OPERATOR: CRANE....................................$ 26.68 0.00

OPERATOR: BULLDOZER................................$ 19.36 0.00

OPERATOR: BROOM/SWEEPER............................$ 12.25 0.23

OPERATOR: BACKHOE/EXCAVATOR/TRACKHOE...............$ 20.53 0.00

LABORER: PIPELAYER.................................$ 16.75 0.00

LABORER: COMMON OR GENERAL.........................$ 14.45 0.00

LABORER: ASPHALT, INCLUDES RAKER, SHOVELER,

SPREADER AND DISTRIBUTOR............................$ 15.90 0.00

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

CEMENT MASON/CONCRETE FINISHER......................$ 19.35 0.00

CARPENTER, INCLUDES FORM WORK.......................$ 16.52 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 https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/SP0F0-000100-00.docx 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"

"General Decision Number: VA20260072 05/18/2026

Counties: Virginia Counties of Grayson and Galax*

* Designates Independent City

SUVA2016-008 07/02/2018

TRUCK DRIVER: SINGLE & MULTI AXLE...................$ 15.63 0.00