B07_128606.pdf

DEPARTMENT OF TRANSPORTATION

Stephen C. Brich, P.E. 1221 East Broad Street Commissioner Richmond, Virginia 23219

VirginiaDOT.org

WE KEEP VIRGINIA MOVING

September , 2026

Order No.: B07 Project: 9999-961-936, B615, B617, N501

FHWA: STP-BR01-(418)

District: Bristol County: District-Wide Route: Various Bids: September 23, 2026

To Holders of Bid Proposals:

Please make the following changes in your copy of the bid proposal and plans for the captioned project:

BID PROPOSAL

- SOI has been revised to include items 512SD20-0023 TRUCK MOUNTED

ATTENUATOR, 512SD20-0024 GROUP 2 CHANNELIZING DEVICES, 512SD20-

0025 PORT.CHANGEABLE MESS. SIGN, 512SD20-0026 ELECTRONIC ARROW

BOARD, and 512SP20-0001 PORTABLE TEMPORARY RUMBLE STRIP ARRAY.

- SP512-000130-00 EMPLOYMENT OF PTRS has been added to the proposal on pg. 112.

- NPA Sealing and Signing sheet has been revised to show most recent signature on pg.

206.

- NPA Summary of Estimated Quantities has been revised to show added items from SOI on pg. 213.

- Tabe of contents has been updated to show addition of SP512-000130-00.

Sincerely, James L. Swanson, P.E.

State Contract Engineer Construction Division Enclosures

ORDER NO.: B07

CONTRACT ID. NO.: C0000128606B15

Form C-6a

Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: VARIOUS

FHWA NUMBER: STP-BR01-(418)

PROJECT NUMBER: 9999-961-936, B615, B617, N501

COUNTY: DISTRICT-WIDE

DISTRICT: BRISTOL

DESCRIPTION: ON - CALL BRIDGE REPAIR

LOCATION: VARIOUS

DATE BID SUBMITTED: 10:00 AM WEDNESDAY, SEPTEMBER 23, 2026

Form C-118 Rev. 8-10-2026

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

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 Form C-24. The form may be emailed to the Construction Division at VDOTContracts@vdot.virginia.gov and must be received prior to the opening of bids.

6. Joint venture proposals shall show the Firm Name of each party and shall be signed by an authorized representative of each Firm. A letter shall be filed with the prequalification office describing responsibility of each firm and the amount of maximum capacity pledge by each firm of a joint venture.

https://bidx.com/site/home http://cabb.virginiadot.org/ mailto:VDOTContracts@vdot.virginia.gov

Form C-24

Rev. 7-6-05

COMMONWEALTH OF VIRGINIA

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: 9999-961-936, B615, B617, 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

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

Form C-48 Rev. 10-03-25

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION,

AND VENDOR SURVEY FORM (ALL VENDORS)

PROJECT NO. 9999-961-936, B615, B617,

N501

CONTRACT I.D. NO. C0000128606B15

FHWA NO. STP-BR01-(418) 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, SEPTEMBER 23, 2026

PROJECT NUMBER: 9999-961-936, B615, B617, N501

ROUTE NUMBER: VARIOUS

FHWA NUMBER: STP-BR01-(418)

DESCRIPTION: ON - CALL BRIDGE REPAIR

LOCATION: VARIOUS

DISTRICT: BRISTOL 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 1, 2029

BID TOTAL $

Attached is a bond conforming to the requirements of the current Road and Bridge Specifications, it being understood that such bond is to be forfeited as liquidated damages if, upon acceptance of the terms of this proposal, I/we fail to execute the contract and furnish bond as provided in the current Road and Bridge Specifications.

(Names of Individual(S),Firm(S) Or Corporation)

Street Address City State Zip Code Vendor#/Fin#

Print Name Signature Title

In consideration of the commitments made as shown herein, the Commonwealth of Virginia by The Commonwealth Transportation Commissioner agrees to pay for all items of work performed and materials furnished at the unit price(s) and under the conditions set forth in this proposal, in witnessed by the affixing of the name below.

Contract Execution Date By

CHIEF ENGINEER

VIRGINIA DEPARTMENT OF TRANSPORTATION

Virginia Department of Transportation 09/01/2026Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000128606B15 9999-961-936,B615,B617,N501

Order No.: B07

Oversight/State Project No.:

Federal Project No.: STP-BR01-(418)

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 315SD20-0032

ASPH. CONC. TY. SM-12.5A

MAINT

TON

75.000

0020 401SD20-0003

POROUS BACKFILL CY

25.000

0030 401SD20-0009

STRUCTURE EXCAVATION

MAINT.

CY

20.000

0040 404SD20-0020

BRIDGE DECK GROOVING

MAINT.

SY

1,000.000

0050 406SD20-0011

CR REINF. STEEL CL. I SPR.

STRUCT. MAINT.

LB

250.000

0060 406SD20-0013

CR REINF. STEEL CL. III SPR.

STRUCT. MAINT.

LB

250.000

0070 412SD20-0010

ANCHOR BOLT

REPLACEMENT

EA

10.000

0080 412SD20-0011

REPLACE HIGH STRENGTH

GROUT

LF

10.000

0090 412SD20-0017

EMBEDDED GALVANIC

ANODES

EA

250.000

0100 412SD20-0034

H.E.S. PATCHING TYPE B SY

75.000

0110 412SD20-0036

H.E.S. PATCHING TYPE C SY

50.000

0120 412SD20-0037

DECK SLAB CLOSURE SY

100.000

0130 412SD20-0039

EXPANSION JOINT REMOVAL LF

25.000

REVISED 9-2-26

Schedule of Items Page: 3

Proposal ID: C0000128606B15 9999-961-936,B615,B617,N501

Order No.: B07

Oversight/State Project No.:

Federal Project No.: STP-BR01-(418)

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 412SD20-0042

EXPANSION JOINT

RECONSTRUCTION HES

LF

25.000

0150 412SD20-0043

EXPANSION JOINT

PREPARATION

LF

25.000

0160 412SD20-0046

BACK WALL

RECONSTRUCTION HES

LF

25.000

0170 412SD20-0047

BEAM END REPAIR EA

1.000

0180 412SD20-0048

JACKING AND BLOCKING

BEAM

EA

5.000

0190 412SD20-0049

CONC. SUPERSTR. SURFACE

REPAIR

SY

30.000

0200 412SD20-0050

REPLACE CONCRETE CURB LF

5.000

0210 412SD20-0051

REPLACE CONCRETE RAILS

TYPE A

LF

5.000

0220 412SD20-0052

REPLACE CONCRETE RAILS

TYPE B

LF

5.000

0230 412SD20-0053

REPLACE CONCRETE POST EA

2.000

0240 412SD20-0061

CONCRETE SUBSTRUCT.

SURFACE REPAIR

SY

150.000

0250 412SX20-0006

CLEAN AND RESEAL

EXPANSION JOINT

LF

100.000

ATTD

Schedule of Items Page: 4

Proposal ID: C0000128606B15 9999-961-936,B615,B617,N501

Order No.: B07

Oversight/State Project No.:

Federal Project No.: STP-BR01-(418)

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 416SD20-0003

WATERPROOFING – EPOXY

RESIN TYPE EP-3B/EP-3T

SY

500.000

0270 420SD20-0021

ADHESIVE BASED JT.

SEALER CL. I, 2-1/2" MAINT.

LF

100.000

0280 420SD20-0022

ADHESIVE BASED JT.

SEALER CL. I, 3" MAINT.

LF

100.000

0290 420SD20-0027

ADHESIVE BASED JT.

SEALER CL. III, 1/2" MAINT.

LF

100.000

0300 420SD20-0028

ADHESIVE BASED JT.

SEALER CL. III, 1" MAINT.

LF

100.000

0310 420SD20-0029

ADHESIVE BASED JT.

SEALER CL. III, 2" MAINT.

LF

150.000

0320 421SD20-0006

ELASTOMERIC EXPANS. DAM

0" TO 2" SPRSTR MAINT

LF

50.000

0330 421SD20-0008

ELASTOMERIC EXPANS. DAM

3+" TO 4" SPRSTR MAINT

LF

50.000

0340 421SD20-0009

ELASTOMERIC EXPANS. DAM

4+" TO 5" SPRSTR MAINT

LF

50.000

0350 425SD20-0004

TYPE A MILLING 1-1/2" SY

1,000.000

0360 425SD20-0014

PLC.HIGH EARLY

MOD.CONC.OVERLAY

SY

1,000.000

0370 425SD20-0022

TYPE A HYDRO-DEMOLITION

1/2"

SY

1,000.000

Schedule of Items Page: 5

Proposal ID: C0000128606B15 9999-961-936,B615,B617,N501

Order No.: B07

Oversight/State Project No.:

Federal Project No.: STP-BR01-(418)

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.

0380 425SX20-0003

FURN. HIGH EARLY LATEX

MOD.CONC. 1 1/4"- 1 3/4"

CY

100.000

0390 426SD20-0001

REPLACE BEARING EA

2.000

0400 426SD20-0002

RESET EXIST. ROCKER

EXPN. BEARING

EA

2.000

0410 426SD20-0003

MODIFY EXIST. ROCKER

EXPANSION BEARING

EA

2.000

0420 426SD20-0004

MODIFY EXIST. FIXED

BEARING

EA

5.000

0430 427SD20-0001

SILICONE JOINT SEALANT 1" LF

75.000

0440 427SD20-0002

SILICONE JOINT SEALANT 1-

1/2"

LF

75.000

0450 431SD20-0002

EPOXY OVERLAY MAINT SY

1,000.000

0460 512SD20-0003

TRAFFIC BARRIER SERVICE

MB-11A

LF

100.000

0470 512SD20-0007

IMPACT ATTEN.SER. TY. 1 TL-

3, >=40 MPH

EA

1.000

0480 512SD20-0008

IMPACT ATTEN.SER. TY. I TL-

2, <40 MPH

EA

1.000

0490 512SD20-0013

TYPE 3 BARRICADE 8' EA

2.000

0500 512SD20-0014

TEMPORARY SIGN SF

750.000

Schedule of Items Page: 6

Proposal ID: C0000128606B15 9999-961-936,B615,B617,N501

Order No.: B07

Oversight/State Project No.:

Federal Project No.: STP-BR01-(418)

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.

0510 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

200.000

0520 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

250.000

0530 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

50.000

0540 512SD20-0026

ELECTRONIC ARROW BOARD HR

100.000

0550 512SD20-0027

FLAGGER SERVICE HR

500.000

0560 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

100.000

0570 512SD20-0061

TEMP. PVMT MRKG TY. D, CL.

III, 4"

LF

50.000

0580 512SD20-0062

TEMP. PVMT MRKG TY. D, CL.

III, 6"

LF

50.000

0590 512SD20-0063

TEMP. PVMT MRKG TY. D, CL.

III, 8"

LF

50.000

0600 512SD20-0064

TEMP. PVMT MRKG TY. D, CL.

III, 12"

LF

50.000

0610 512SD20-0065

TEMP. PVMT MRKG TY. D, CL.

III, 24"

LF

25.000

0620 512SP20-0001

PORTABLE TEMPORARY

RUMBLE STRIP ARRAY

DAY

10.000

ATTD

Schedule of Items Page: 7

Proposal ID: C0000128606B15 9999-961-936,B615,B617,N501

Order No.: B07

Oversight/State Project No.:

Federal Project No.: STP-BR01-(418)

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.

0630 513SX20-0001

MOBILIZATION ON-CALL TASK

ORDER GREATER THAN

$250,000 (ABINGDON)

EA

1.000

ATTD

0640 513SX20-0001

MOBILIZATION ON-CALL TASK

ORDER GREATER THAN

$250,000 (LEBANON)

EA

1.000

ATTD

0650 513SX20-0001

MOBILIZATION ON-CALL TASK

ORDER GREATER THAN

$250,000 (WISE)

EA

1.000

ATTD

0660 513SX20-0001

MOBILIZATION ON-CALL TASK

ORDER GREATER THAN

$250,000 (WYTHEVILLE)

EA

1.000

ATTD

0670 513SX20-0001

MOBILIZATION ON-CALL TASK

ORDER LESS THAN $250,000

(ABINGDON)

EA

1.000

ATTD

0680 513SX20-0001

MOBILIZATION ON-CALL TASK

ORDER LESS THAN $250,000

(LEBANON)

EA

1.000

ATTD

0690 513SX20-0001

MOBILIZATION ON-CALL TASK

ORDER LESS THAN $250,000

(WISE)

EA

1.000

ATTD

0700 513SX20-0001

MOBILIZATION ON-CALL TASK

ORDER LESS THAN $250,000

(WYTHEVILLE)

EA

1.000

ATTD

0710 513SX20-0002

EMERGENCY MOBILIZATION EA

1.000

ATTD

0720 515SD20-0004

FLEXIBLE PAVE.PLANING 0"-

2"

SY

750.000

Schedule of Items Page: 8

Proposal ID: C0000128606B15 9999-961-936,B615,B617,N501

Order No.: B07

Oversight/State Project No.:

Federal Project No.: STP-BR01-(418)

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.

0730 704SD20-0001

TYPE A PVMT LINE MRKG 4" LF

200.000

0740 704SD20-0002

TYPE A PVMT LINE MRKG 6" LF

200.000

0750 704SD20-0026

TYPE B CLASS VI PVMT LINE

MRKG 4"

LF

200.000

0760 704SD20-0027

TYPE B CLASS VI PVMT LINE

MRKG 6"

LF

200.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Virginia Department of Transportation 08/10/2026Date Printed:

Page

Bid Items Eligible For Fuel Adjustment

C0000128606B15

B07

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

_______ASPH. CONC. TY. SM-12.5A MAINT 3.500315SD20-0032

_______FLEXIBLE PAVE.PLANING 0"-2" 0.071515SD20-0004

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Steel Price Adjustment

C0000128606B15

B07

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

_______CR REINF. STEEL CL. I SPR. STRUCT. MAINT.406SD20-0011

_______CR REINF. STEEL CL. III SPR. STRUCT. MAINT.406SD20-0013

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000128606B15

B07

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

ASPH. CONC. TY. SM-12.5A MAINT315SD20-0032

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) 2

CN245-000100-01 SEC 245.03—TESTING & DOCUMENTATION 1-10-24 (SPCN) 3

CN512-000120-00 SEC 512—MAINTAINING TRAFFIC (IMPACT ATTEN. SER.) 7-13-16 (SPCN) 5

CN522-000300-00 PROTECT NESTING BIRDS DURING BRIDGE MAINT. 7-24-20 (SPCN) 5

CQ107-000130-00 DRUG-FREE WORKPLACE 7-3-19 (SPCN) 5

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

CQ512-000321-00 CONTRACTOR MAINT. OF TEMP. MARKINGS 6-13-17 (SPCN) 6

CQ522-000100-03 PROTECTION OF BAT SPECIES 1-17-18 (SPCN) 6

COLLECTION OF PROCESS WATER DURING HYDRO-DEMOLITION 6-4-26 (SPCN) 7

EMERGENCY MOBILIZATION 6-27-24 (SPCN) 7

SP0F0-000100-00 PREDETERMINED MIN. WAGE RATES R-7-12-16 9

SP0F0-000130-03 FHWA 1273—CONTRACT PROVISIONS, FED-AID 7-9-26 46

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 69

SP100-000120-01 RENEWABLE ON CALL CONTRACTS GENERAL PROVISIONS 11-4-20 75

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 81

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 82

SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1/21/20 83

SP107-001510-06 INTERIM DBE REQUIREMENTS 1-26-26 85

SP107-003100-00 MADE IN THE USA REQUIREMENTS 10-03-25 89

SP109-000100-05 ASPHALT MATERIAL PRICE ADJUSTMENT 7-8-24 96

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 98

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 100

SP109-000130-01 ELECTRONIC OR PRINTED WEIGH TICKETS 3-10-25 105

SP404-000100-00 SEALING EXPANSION JOINTS R-7-12-16 111

*SP512-000130-00 EMPLOYMENT OF PTRS 1-24-19 112

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 114

SQ105-000611-01 SEC 105.06 — SUBCONTRACTING (FED FUNDED PROJECTS) 2-9-17 (SP) 116

SQ107-001310-00 PREVAILING WAGE RATES FOR RENEWABLE ON CALL CONTR. 10-12-23 117

SS109-002020-01 SEC 109 — MEASUREMENT AND PAYMENT 5-1-23 121

SS211-002020-03 SEC 211 – ASPHALT CONCRETE 3-18-24 124

SS220-002020-01 SEC 220 – CONCRETE CURING MATERIALS 8-28-20 129

SS223-002020-02 SEC 223 – STEEL REINFORCEMENT 4-4-23 130

SS234-002020-01 SEC 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 131

SS235-002020-01 SEC 235 – RETROREFLECTORS 5-6-22 132

SS236-002020-01 SEC 236 – WOOD PRODUCTS 5-14-21 133

SS246-002020-02 SEC 246 – PAVEMENT MARKING 5-6-22 137

SS248-002020-02 SEC 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 145

SS305-002020-02 SEC 305 – SUBGRADE AND SHOULDERS 12-20-23 147

SS308-002020-01 SEC 308 - SUBBASE COURSE 7-13-21 149

SS309-002020-01 SEC 309 - AGGREGATE BASE COURSE 7-13-21 150

SS315-002020-05 SEC 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 151

SS317-002020-01 SEC 317— STONE MATRIX ASPHALT CONCRETE PLACEMENT 6-21-24 170

SS318-002020-01 SEC 318 — PAVEMENT INTERLAYERS 8-2-23 172

SS319-002020-02 SEC 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 173

SS321-002020-02 SEC 321 – TRENCH WIDENING 5-4-23 177

SS407-002020-02 SEC 407 – STEEL & METAL STRUCT 11-01-22 179

SS411-002020-01 SEC 411 – PROT. COAT. OF METAL 11-01-22 181

TABLE OF CONTENTS FOR PROVISIONS

SS512-002020-03 SEC 512 – MAINTAINING TRAFFIC 7-1-22 182

SS704-002020-02 SEC 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 195

SECTION 105.08— COOPERATION WITH REGARD TO UTILITIES 2-14-24 201

LIMITATION OF OPERATIONS 7-29-26 202

TREE REMOVAL TIME OF YEAR RESTRICTION 7-3-24 204

NO PLAN ASSEMBLY 205

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.

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

Physical Properties Test Method Requirements

Water flow rate (after 100 hr at 10 psi normal confining pressure and gradient of no more than 0.1)

ASTM D4716 Min. 15 gal/min/ft width for 12-in specimen length

2. 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.

cn512-000120-00 July 13, 2016 (SPCN)

SECTION 512—MAINTAINING TRAFFIC of the Specifications is amended as follows:

Section 512.03(i)—Impact Attenuator Service is amended to replace the second paragraph with the following:

Only Type 1 re-directive low-maintenance impact attenuators in accordance with Section 505 shall be used on highways with posted speed limits greater than 50 mph or with an ADT greater than 25,000 vehicles per day.

cn522-000300-00 July 24, 2020 (SPCN)

PROTECTION OF NESTING BIRDS DURING BRIDGE MAINTENANCE — If bird nests are found on a bridge included in the Contract, the Contractor shall immediately notify the Engineer and suspend all work in the immediate vicinity of the nests until authorized to continue. The Contractor may proceed with other work activities that do not result in removal of nests or nest contents.

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.

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:

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn512-000120-00.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2020%20Standard%20Specifications/cn522-000300-00.docx

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.

CQ512-000321-00 June 13, 2017 (SPCN)

CONTRACTOR MAINTENANCE OF TEMPORARY MARKINGS – The second, third, and fourth paragraphs of Section 512.03(k)3 of the Specifications will also apply to Sections 512.03(k)1 and 512.03(k)2 of the Specifications.

CQ522-000100-03 January 17, 2018 (SPCN)

PROTECTION OF BAT SPECIES — If bats are observed roosting on a structure, the Contractor shall immediately notify the Engineer and suspend work in the immediate vicinity of the bats until authorized to continue.

UPC: 128606 June 4, 2026 (SPCN)

COLLECTION OF PROCESS WATER DURING HYDRO-DEMOLITION—When hydro-demolition is used for deck surface preparation operations, the equipment employed shall ensure all hydro-demolition process water is collected on the project site. The hydro-demolition collection procedure shall capture and contain the process water. The Contractor shall not discharge process water into the environment. Once hydro-demolition is complete, the process water shall be transported offsite for proper disposal. In accordance with Section 425.03(a)3 of the Specifications, the Contractor shall be responsible for compliance with all environmental laws and regulations regarding the proper disposal of the process water.

UPC: 128606 June 27, 2024 (SPCN)

EMERGENCY MOBILIZATION shall consist of performing emergency preparatory operations, including moving personnel, materials, and equipment to the work site when emergency repair or replacement work is ordered by the Engineer.

The Contractor shall furnish the Engineer with the emergency contact information of the supervisory employee and a backup person of his company who shall be available for repair calls during all hours, including weekends and holidays. The emergency contact information shall include the employee’s name, phone numbers, and email address.

The following procedures shall be used when the Contractor is required to respond to an emergency situation:

1) The Engineer will notify the Contractor of the location for emergency mobilization. Notifications will be by phone.

2) The Contractor shall acknowledge receipt of the Engineer’s notification within thirty (30) minutes of being notified. The Contractor shall respond via the same means as the original notification or by another approved method. Upon acknowledgement of emergency mobilization, the Engineer will provide the Contractor a scope of work with estimated quantities.

3) The Contractor shall arrive at the work site within four (4) hours of the Engineer’s initial notification. The Contractor shall notify the Engineer upon arrival to the site.

4) The Contractor shall assess the situation and confirm the scope of work with the Engineer. The Contractor shall confirm in writing the scope of work by providing details of the issues, the labor, equipment, and materials necessary to complete the repair, and the estimated duration to complete the repair.

5) The Contractor shall immediately make the repairs or take other actions relative to the issue as directed by the Engineer.

At the time of notification or at any time while the Contractor is in route to the site, the Contractor may request additional time to mobilize to the designated location (site) due to inclement weather, or circumstances beyond the Contractor’s control. Approval of additional mobilization time will be at the Engineer’s discretion on a case-by-case basis.

If the Contractor is contacted for an emergency mobilization and the Contractor indicates he cannot respond within the specified 4 hour period, the Department may use other available resources.

If the Contractor is notified to respond to a designated site and arrives at the site fully prepared to work within the timeframe noted as described herein, and the Engineer determines once he has arrived at the site his services are no longer needed, the Contractor will be compensated in accordance with this pay item.

Once the emergency mobilization is declared, the Engineer will direct the Contractor as to allowable work hours and allowable lane closures.

If traffic control is already in place, the contractors shall coordinate with the Engineer to replace the existing traffic control with their own.

Repair or replacement work shall be a continuous operation, with multiple crews if necessary, until the roadway can be safely re-opened.

Emergency mobilization will be measured in units of each, per emergency mobilization notification, and will be paid for at the Contract each price. This price shall include mobilizing personnel, materials, and equipment to the project site, performing diagnostic tests, assisting in developing recommendations for the repairs, delivering materials required to perform the work, and demobilizing.

Payment will be made under:

Pay Item Pay Unit

Emergency mobilization Each

SP0F0-000100-00 July 12, 2016

PREDETERMINED MINIMUM WAGE RATES

"General Decision Number: VA20260093 05/18/2026

State: Virginia

Construction Types: Highway

Counties: Virginia Counties of Wise and Norton*

* Designates Independent City

Modification Number Publication Date

0 01/02/2026

1 05/18/2026

SUVA2016-029 07/02/2018

Rates Fringes

TRUCK DRIVER: SINGLE & MULTI AXLE...................$ 15.65 0.00

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

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

TRAFFIC CONTROL: FLAGGER..........................$ 12.09 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.........................$ 13.81 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 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.