A14_124151.pdf

DEPARTMENT OF TRANSPORTATION

1221 East Broad Street Richmond, Virginia 23219

VirginiaDOT.org

WE KEEP VIRGINIA MOVING

Stephen C. Brich, P.E.

Commissioner

March 27, 2026

Order No.: A14

Project: 0029-015-841, B644-B647, C501

FHWA: BFP-5118(373)

District: Lynchburg

County: Campbell

Route: 29

Bids: April 22, 2026

To Holders of Bid Proposals:

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

PLANS

• 255-14B_003r1

These plans are available for viewing and downloading from ProjectWise.

Sincerely, David B. Coaker, P.E.

State Contract Engineer

Construction Division Enclosures

Docusign Envelope ID: 4FA4C919-1DBD-4652-919B-ACAE7C22BAA7

3/27/2026

1221 East Broad Street Richmond, Virginia 23219

VirginiaDOT.org

WE KEEP VIRGINIA MOVING

Stephen C. Brich, P.E.

Commissioner

March 19, 2026

Order No.: A14

Project: 0029-015-841, B644-B647, C501

FHWA: BFP-5118(373)

District: Lynchburg

County: Campbell

Route: 29

Bids: April 22, 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

• Substitute the Schedule of Items for the following reasons:

o Pay Item 425SD20-0012 has been revised to 425SD20-0013.

o NBIS access, under bridge Virginia Structure Number's: 1101, 1102, 1103, 1100, quantities have been revised.

PLANS

• 255-11C_003r1

These plans are available for viewing and downloading from ProjectWise.

Sincerely, David B. Coaker, P.E.

State Contract Engineer

Construction Division Enclosures

David B. Coaker, P.E.

2026.03.18 16:09:53-04'00'

ORDER NO.: A14

CONTRACT ID. NO.: C0000124151C01

Form C-6a

Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 29

FHWA NUMBER: BFP-5118(373)

PROJECT NUMBER: 0029-015-841, B644-B647, C501

COUNTY: CAMPBELL

DISTRICT: LYNCHBURG

DESCRIPTION: BRIDGE MAINTENANCE - RIGID OVERLAY

FROM:

TO:

0.37 MI. W. OF W.C.L. LYNCHBURG

0.1 MI. E. INT. RTE. 29

DATE BID SUBMITTED: 10:00 AM WEDNESDAY, APRIL 22, 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: 0029-015-841, B644-B647, C501

NOW, THEREFORE, the condition of the above obligee is such, that if the aforesaid principal shall be awarded the contract upon said proposal and shall within the time specified in the Specifications after the notice of such award enter into a contract and give bond for the faithful performance of the contract, then this obligation shall be null and void; otherwise to remain in full force and effect and the principal and surety will pay unto the obligee the difference in money between the amount of the bid of the said principal and the amount for which the obligee may legally contract with another party to perform the said work if the latter amount be in excess of the former; but in no event shall the liability exceed the penal sum hereof.

(Principal*) (Surety Company)

By: By:

(Officer, Partner or Owner) (Seal) (Attorney-in-Fact**) (Seal)

(Principal*) (Address)

(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.

0029-015-841, B644-B647, C501

CONTRACT I.D.

NO.

C0000124151C01

FHWA NO. BFP-5118(373)

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, APRIL 22, 2026

PROJECT NUMBER: 0029-015-841, B644-B647, C501

ROUTE NUMBER: 29

FHWA NUMBER: BFP-5118(373)

DESCRIPTION: BRIDGE MAINTENANCE - RIGID OVERLAY

FROM:

TO:

0.37 MI. W. OF W.C.L. LYNCHBURG

0.1 MI. E. INT. RTE. 29

DISTRICT: LYNCHBURG COUNTY: CAMPBELL

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: DECEMBER 3, 2026

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 03/18/2026Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000124151C01 0029-015-841, B644-B647, C501

Order No.: A14

Oversight/State Project No.:

Federal Project No.: BFP-5118(373)

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 315SD20-0015

RUMBLE STRIP CYLINDRICAL

ASPHALT

LF

1,455.000

0020 315SD20-0019

LIQUID ASPHALT COATING

(RUMBLE STRIP)

SY

269.000

0030 315SD20-0031

ASPH. CONC TY. SM-9.5E

MAINT

TON

669.000

0040 404SD20-0020

BRIDGE DECK GROOVING

MAINT.

SY

4,540.000

0050 412SD20-0017

EMBEDDED GALVANIC

ANODES

EA

656.000

0060 412SD20-0034

H.E.S. PATCHING TYPE B SY

78.000

0070 412SD20-0036

H.E.S. PATCHING TYPE C SY

4.000

0080 412SD20-0042

EXPANSION JOINT

RECONSTRUCTION HES

LF

657.000

0090 412SX20-0013

BR.SUPERSTR. WID./REPAIR

RAILROAD PROTECTION

SYSTEM

LUMP SUM _________._____LUMP SUM

ATTD

0100 412SX20-0013

BR.SUPERSTR. WID./REPAIR

ROADWAY PROTECTION

SYSTEM

LUMP SUM _________._____LUMP SUM

ATTD

0110 420SD20-0023

ADHESIVE BASED JT.

SEALER CL. II, 2" MAINT.

LF

36.000

0120 421SD20-0007

ELASTOMERIC EXPANS. DAM

2+" TO 3" SPRSTR MAINT

LF

656.000

REVISED ON 03/18/26

Schedule of Items Page: 3

Proposal ID: C0000124151C01 0029-015-841, B644-B647, C501

Order No.: A14

Oversight/State Project No.:

Federal Project No.: BFP-5118(373)

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.

0130 425SD20-0001

REMOVE ASPHALT

CONCRETE OVERLAY

SY

627.000

0150 425SD20-0015

PLACE VERY EARLY

MOD.CONC.OVERLAY

SY

4,398.000

0160 425SD20-0022

TYPE A HYDRO-DEMOLITION

1/2"

SY

4,398.000

0170 425SX20-0001

TYPE A MILLING 1/2"

MODIFIED

SY

8,171.000

ATTD

0180 425SX20-0004

FURN VERY EARLY LATEX

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

CY

236.100

0190 430SX20-0001

NBIS ACCESS, UNDER

BRIDGE VA STR. NO. 1100

DAY

1.000

0200 430SX20-0001

NBIS ACCESS, UNDER

BRIDGE VA STR. NO. 1101

DAY

1.000

0210 430SX20-0001

NBIS ACCESS, UNDER

BRIDGE VA STR. NO. 1102

DAY

1.000

0230 512SD20-0014

TEMPORARY SIGN SF

1,224.000

0240 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

7,084.000

0250 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

100,110.000

0260 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

14,168.000

Schedule of Items Page: 4

Proposal ID: C0000124151C01 0029-015-841, B644-B647, C501

Order No.: A14

Oversight/State Project No.:

Federal Project No.: BFP-5118(373)

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 512SD20-0026

ELECTRONIC ARROW BOARD HR

7,084.000

0280 512SP20-0002

MAINTENANCE OF TRAFFIC

TOW WRECKER SERVICE

LUMP SUM _________._____LUMP SUM

ATTD

0290 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

0300 515SD20-0004

FLEXIBLE PAVE.PLANING 0"-

2"

SY

7,426.000

0310 517SD20-0001

CONSTRUCTION SURVEYING

CONSTR.

LUMP SUM _________._____LUMP SUM

0320 704SD20-0027

TYPE B CLASS VI PVMT LINE

MRKG 6"

LF

3,595.000

0330 704SD20-0029

TYPE B CLASS VI PVMT LINE

MRKG 12"

LF

126.000

0340 704SD20-0031

TYPE B CLASS VI CONTRAST

PVMT LINE MRKG 6"

LF

1,678.000

0350 704SD20-0032

INLAID PAVEMENT MARKER

ASPHALT

EA

32.000

ATTD

0360 704SD20-0126

TYPE B CLASS VI CONTRAST

PVMT LINE MRKG12"

LF

167.000

0370 704SP20-0001

REMOVAL OF SRPM EA

32.000

0380 425SD20-0013

FURN.VERY ERLY

MOD.CONC. 2-1/4"- 2-3/4"

CY

47.900

Schedule of Items Page: 5

Proposal ID: C0000124151C01 0029-015-841, B644-B647, C501

Order No.: A14

Oversight/State Project No.:

Federal Project No.: BFP-5118(373)

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 430SX20-0001

NBIS ACCESS, UNDER

BRIDGE VA STR. NO. 1103

DAY

1.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Virginia Department of Transportation 03/04/2026Date Printed:

Page

Bid Items Eligible For Fuel Adjustment

C0000124151C01

A14

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-9.5E MAINT 3.500315SD20-0031

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

_______TYPE B CLASS VI CONTRAST PVMT LINE MRKG12" 0.000704SD20-0126

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000124151C01

A14

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

LIQUID ASPHALT COATING (RUMBLE STRIP)315SD20-0019

ASPH. CONC TY. SM-9.5E MAINT315SD20-0031

Determination of Major Items

1C0000124151C01Contract ID:

ltem Description Item

Number

TYPE A HYDRO-DEMOLITION 1/2"425SD20-0022

PLACE VERY EARLY MOD.CONC.OVERLAY425SD20-0015

ELASTOMERIC EXPANS. DAM 2+" TO 3" SPRSTR MAINT421SD20-0007

FURN VERY EARLY LATEX MOD CONC. (1 1/4" - 1 3/4")425SX20-0004

EXPANSION JOINT RECONSTRUCTION HES412SD20-0042

TYPE A MILLING 1/2" MODIFIED425SX20-0001

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

CN103-000200-00 SECTION 103.02—AWARD OF CONTRACT (75 DAYS) 6-30-25 (SPCN) 1

CN105-000140-00 SECTION 105.14—MAINTENANCE DURING CONST 12-20-24 (SPCN) 2

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

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

CN512-000100-00 TABLE V-1, ADT GROUPS 7-12-16 (SPCN) 6

CN512-000310-00 POLICE PATROLS R-7-12-16 (SPCN) 6

CN522-000300-00 PROTECT NESTING BIRDS DURING BRIDGE MAINT. 7-24-20 (SPCN) 6

CN704-000200-00 INLAID PAVE. MARKER LOC. AND SPACING 8-11-21 (SPCN) 7

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

CQ107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY 5-11-22 (SPCN) 8

CONTINUOUS PROSECUTION OF WORK R-7-12-16_(SPCN) 9

SEC. 108.04—DETERMINE/EXTEND CONTRACT TIME LIMIT (75 DAYS) 7-12-16_(SPCN) 9

SEALING RUMBLE STRIPS IN NEW PAVEMENT 8-29-19 (SPCN) 9

PROTECTION OF BAT SPECIES 1-17-18 (SPCN) 10

RAILROAD PROTECTION SYSTEM 12-15-25 (SPCN) 11

RAILROAD PROTECTION SYSTEM SUBMITTALS 12-15-25 (SPCN) 11

RAILROAD COORDINATION 12-15-25 (SPCN) 11

ROADWAY PROTECTION SYSTEM 12-15-25 (SPCN) 12

ROADWAY PROTECTION SYSTEM SUBMITTALS 12-15-25 (SPCN) 12

PROCURING ELASTOMERIC EXPANSION DAM 12-15-25 (SPCN) 12

TYPE A MILLING MODIFIED 12-8-25 (SPCN) 13

SEALING GROOVES FOR INLAID PAVEMENT MARKERS 3-3-26 (SPCN) 13

SP0F0-000100-00 PREDETERMINED MIN. WAGE RATES R-7-12-16 14

SP0F0-000130-02 FHWA 1273—REQ. PROVISIONS, FED-AID 10-3-23 20

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 48

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 54

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 55

*SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1-21/20 56

SP107-001510-05 INTERIM DBE REQUIREMENTS 11-05-25 58

SP107-001910-01 SEC. 107.19—RAILWAY - HIGHWAY PROVISIONS 8-15-17 62

SP107-003100-00 MADE IN THE USA REQUIREMENTS 10-03-25 64

SP108-000100-01 PROG. SCHED. FOR CAT. I PROJECTS 3-21-22 71

*SP109-000100-05 ASPHALT MATERIAL PRICE ADJUSTMENT 7-8-24 86

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 88

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 90

SP109-000130-01 ELECTRONIC OR PRINTED WEIGH TICKETS 3-10-25 95

*SP704-000120-00 INLAID PAVEMENT MARKERS 8-26-19 101

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 104

SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 106

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 107

TYPE E ASPHALT CONCRETE MIXTURES FOR RESURFACING PROGRAM 5-25-23 111

SS109-002020-01 SEC. 109—MEASUREMENT AND PAYMENT 5-1-23 114

*SS211-002020-03 SECT 211 – ASPHALT CONCRETE 3-18-24 117

*SS220-002020-01 SEC. 220 – CONCRETE CURING MATERIALS 8-28-20 122

SECTION 223 – STEEL REINFORCEMENT 04/04/2023 123

*SS234-002020-01 SECTION 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 124

*SS235-002020-01 SECTION 235 – RETROREFLECTORS 5-6-22 125

SS236-002020-01 SECTION 236 – WOOD PRODUCTS 5-14-21 126

*SS246-002020-02 SECTION 246 – PAVEMENT MARKING 5-6-22 130

TABLE OF CONTENTS FOR PROVISIONS

SS248-002020-02 SECTION 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 138

*SS305-002020-02 SECTION 305 – SUBGRADE AND SHOULDERS 12-20-23 140

SS308-002020-01 SECTION 308 – SUBBASE COURSE 7-13-21 142

SS309-002020-01 SECTION 309 – AGGREGATE BASE COURSE 7-13-21 143

SS315-002020-05 SECTION 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 144

SS317-002020-01 SECTION 317— SMA CONCRETE PLACEMENT 6-21-24 162

SS318-002020-01 SECTION 318—PAVEMENT INTERLAYERS 8-2-23 164

*SS319-002020-02 SECT 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 165

SS321-002020-02 SECTION 321 – TRENCH WIDENING 5-4-23 169

*SS407-002020-02 SEC. 407 – STEEL & METAL STRUCT 11-01-22 171

*SS411-002020-01 SEC. 411 – PROT. COAT. OF METAL 11-01-22 173

*SS512-002020-03 SECTION 512 – MAINTAINING TRAFFIC 7-1-22 174

*SS704-002020-02 SECTION 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 188

TOW WRECKER SERVICE 12-9-25 194

NORFOLK SOUTHERN RAILWAY REQUIREMENTS 1-16-26 196

SECTION 108.02 – LIMITATION OF OPERATIONS 1-16-26 199

NORFOLK SOUTHERN RIGHT OF ENTRY AGREEMENT 203

cn100-000026-09 GENERAL PROJECT REQUIREMENTS, SUPPLEMENTAL SPECIFICATIONS

(SSs), SPECIAL PROVISIONS (SPs) AND SPECIAL PROVISION COPIED NOTES (SPCNs)

This project shall be constructed according to: the Plans; the Virginia Department of Transportation Road and Bridge Specifications, dated 2020 and the Supplement thereto, dated 2022; the Virginia Department of Transportation Road and Bridge Standards, dated 2016, with revisions issued online as of the advertisement date for this project incorporated; the Virginia Work Area Protection Manual, version 11.0; the Virginia MUTCD version 11.0;

and the Supplemental Specifications, Special Provisions and Special Provision Copied Notes in this Contract. The status in the Contract of each of these documents will be according to Section 105.12 of the Specifications.

Special Provision Copied Notes in this Contract are designated with “(SPCN)” after the date.

The information at the top and left of each Special Provision Copied Note in this Contract is file reference information for Department use only. The information in the upper left corner above the title of each Supplemental Specification and Special Provision in this Contract is file reference information for Department use only.

12-11-25 (SPCN)

cn103-000200-00 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 75th day after the opening of bids. If the Board, or the Commissioner where authorized by law, has not awarded the Contract within this period due to any circumstances not attributable to the bidder, the bidder may withdraw his bid without penalty or prejudice unless the time limit is extended by mutual consent.

After approval for the award of contracts, the Department will provide written notice of award to the successful bidder and will post the Ballots on the Department’s bidding webpage. The Ballot serves as public Notice of Award for a contract. The date of the Notice of Award is the “Approved” date appearing at the top of the Ballot that lists the Contract.

6-30-25 (SPCN)

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

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

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

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

Flaggers shall be certified by the VDOT Basic or Intermediate Work Zone Traffic Control Training course or by the ATSSA’s classroom Flagger Certification Program.

The following constitutes a valid flagger certification card:

• Cards issued by VDOT following completion of the Basic Work Zone course;

• Cards issued by VDOT following completion of the Intermediate Work

Zone course;

• Cards issued by ATSSA following completion of a Flagger course;

• Cards issued by VDOT following completion of the Flagger-only course, provided the cards were issued on or before December 31, 2024, and have not yet reached the expiration date (two years after date of issuance).

Flaggers who fail to possess a valid, current, flagger certification card, or refuse to allow inspection of same upon request, shall be removed from the flagging site, and operations requiring flagging shall be suspended by the Engineer. Suspended operations requiring flagging may resume once a certified flagger arrives on-site to perform flagging duties in accordance with applicable requirements. Flaggers improperly performing duties may be subject to flagger certification revocation at the sole discretion of the Engineer.

12-20-24 (SPCN)

cn105-000150-00 SECURITY REQUIREMENTS FOR PORTABLE CHANGEABLE MESSAGE SIGNS— The Contractor shall secure portable changeable message sign (PCMS) control cabinets with a grade 3 or stronger standard lock at all times unless maintenance is actively being conducted on the sign.

A password shall be required to change the PCMS message. The Contractor shall change the manufacturer's default password for ALL electronic signs. Electronic signs that support the use of complex passwords shall include at least 14 characters consisting of the following criteria:

• At least one special character

• At least one alphabetical character

• At least one numerical character

• A combination of upper-case and lower-case letters

Electronic signs that do not support the use of complex passwords shall be changed using the maximum number of characters and character types permitted by the manufacturer.

Password credentials are prohibited from being stored, displayed, or written on or within the sign. Any QR codes affixed to the sign shall be removed.

For all PCMS with remote or wireless accessibility, the Engineer will authorize remote access prior to this functionality being enabled. Prior to authorization, the Contractor shall update the PCMS to the most recent compatible software and firmware version available from the manufacturer. Following authorization and prior to use, the Contractor shall establish a remote connection to verify that access to the PCMS is password protected.

Electronic signs shall only post approved and documented messages. The Contractor shall log all messages posted with date and times for each public message.

The Contractor has the option for their signs to be connected to the Department’s Operations Technology (OT) network for management by Traffic Operations Center (TOC) staff. By using this method, messages are transmitted and posted by the TOC control room staff with all records and logging managed within the VDOT Advanced Traffic Management System (ATMS). Electronic message signs connected to the OT network shall follow the security requirements described below:

1. All electronic signs connected to the network shall be secured with a digital lock installed on the sign control cabinet.

2. Connected signs shall only be remotely accessible through secure communications that originated from the Department’s OT network.

3. Connected signs shall only be posted with messages from the

Department’s ATMS systems or designated backup systems.

4. Community strings (both public and private strings) shall be changed from default settings.

5. All vendor cloud connections shall be removed from the connected sign.

TOC system administration staff will configure VPN connections exclusively to the Department’s OT network.

6. All connected electronic signs shall adhere to the Cabinet Security

Standards found in the Department’s OT Cybersecurity Program Manual.

1-30-26 (SPCN)

cn245-000100-01 SECTION 245.03—TESTING AND DOCUMENTATION of the Specifications is amended by the following:

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

Prefabricated Geocomposite Pavement Underdrain: Prefabricated geocomposite pavement underdrain shall consist of a polymeric drainage core allowing water inflow from both sides, encased in a nonwoven filter fabric envelope having sufficient flexibility to withstand bending and handling without damage. Prefabricated geocomposite pavement underdrain shall conform to the following:

1. Core: The drainage core shall be made from an inert, polymeric material resistant to commonly encountered chemicals and substances in the pavement environment and shall have a thickness of not less than 3/4 inch. Outer surfaces shall be smooth to prevent excessive wear of bonded filter fabric.

Physical Properties Test Method Requirements

Compressive strength ASTM D1621, D2412, and D6364

Min. 40 psi at 20% max.

deflection immediately after 24 hrs of specimen conditioning at 0 deg F and at 125 deg F

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

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

2. Filter Fabric: Geotextile shall be bonded to and tightly stretched over both sides of the core. Geotextile shall not sag or block the flow channels, shall have a life equivalent to that of the core material, and shall conform to the requirements of Section 245.03(c) of the Specifications.

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

Geocomposite Wall Drains: Prefabricated geocomposite wall drain shall consist of a polymeric drainage core with a nonwoven filter fabric (single sided or double sided) having sufficient flexibility to withstand bending and handling without damage.

Geocomposite wall drains shall conform to the following:

1. Core: The drainage core shall be made from an inert, polymeric material resistant to commonly encountered chemicals and substances in the roadway. Outer surfaces shall be smooth to prevent excessive wear of bonded filter fabric.

Physical Property Test Method Requirements

Compressive strength ASTM D1621, D2412, and D6364

Min. 40 psi at 20% max.

deflection immediately after 24 hrs of specimen conditioning at 0 degree F and at 125 degree F

Physical Property Test Method Requirements

Water flow rate (after 100 hr at 10 psi normal confining pressure and gradient of no more than 1.0)

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

2. Filter Fabric: Geotextile shall be bonded to and tightly stretched over the core.

Geotextile shall not sag or block the flow channels, shall have a life equivalent to that of the core material, and shall conform to the requirements of Section 245.03(c) of the Specifications.

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

Geomembrane Moisture Barrier: Geomembrane moisture barrier shall be resistant to biological attack. Geomembrane shall be constructed of PVC and shall conform to the requirements of ASTM D7176 for PVC 30 or higher grades. In addition, geomembrane shall comply with the requirements of ASTM D7408 for bond seam strength and peel strength.

1-10-24 (SPCN)

cn512-000100-00 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

7-12-16 (SPCN)

cn512-000310-00 POLICE PATROLS — The Contractor is advised that the Department will use Police patrols in construction work zones when traffic flow problems are anticipated, to enhance the safety of both the public and construction personnel, during the life of this contract.

4-25-88c; Reissued 7-12-16 (SPCN) [formerly cn512-030100-00] cn522-000300-00 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.

7-24-20 (SPCN)

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn512-000100-00.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn512-000310-00.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn512-030100-00.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2020%20Standard%20Specifications/cn522-000300-00.docx cn704-000200-00 INLAID PAVEMENT MARKER LOCATION AND SPACING — The Contractor shall not install markers on existing bridge decks Inlaid Pavement Markers shall be installed on new bridge decks where required by the Plans. Inlaid Pavement Markers shall be placed in relation to pavement joints and cracks as follows:

• In existing Asphalt Concrete pavement, new or existing Hydraulic Cement Concrete pavement, and bridge decks, the edge of the groove shall be at least 2 inches from pavement joints and cracks, ensuring that the finished line of markers is straight in accordance with the tolerance for pavement markings specified in Section 704.03 of the Specifications. Offset from the longitudinal joint shall take precedence over straightness of the line of markers.

• In new Hydraulic Cement Concrete pavement or when installed in conjunction with new latex modified microsurfacing or slurry seal treatments, the edge of the groove shall be 2 inches minimum from the surface course pavement joint and 1 inch maximum off alignment from the corresponding pavement marking line. The finished line of markers shall be straight in accordance with the tolerance for pavement markings specified in Section 704.03 of the Specifications. Straightness of the line of markers and alignment with the corresponding pavement marking line takes precedence over offset from the surface course joint.

8-11-21

DRUG-FREE WORKPLACE– The Contractor shall:

• Provide a Drug-Free Workplace for the Contractor’s employees.

• Post in conspicuous places, available to employees and applicants for employment, a statement notifying employees that the unlawful manufacture, sale, distribution, dispensation, possession, or use of a controlled substance or marijuana is prohibited in the Contractor’s workplace and specifying the actions that will be taken against employees for violations of such prohibition.

• State in all solicitations or advertisements for employees placed by or on behalf of the Contractor that the Contractor maintains a Drug-Free Workplace.

• Include the provisions of the foregoing clauses in every Subcontract or purchase order of over $10,000, so that the provisions will be binding upon each Subcontractor or vendor.

For the purposes of this provision, “Drug-Free Workplace” means a site for the performance of work done in connection with the Contract. The Contractors employees, and those of his Subcontractors, shall be prohibited from engaging in the unlawful manufacture, sale, distribution, dispensation, possession, or use of any controlled substance or marijuana during the performance of the Work.

7-3-19 (SPCN)

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2020_Standard_Specifications/cn704-000200-00.docx cq107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY

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

1. Required by §2.2-4201 and §2.2-4311 of the Code of Virginia: During the performance of this Contract, the Contractor agrees as follows:

a. The Contractor shall not discriminate against any employee or applicant for employment because of race, religion, color, sex, or national origin, age, disability, or other basis prohibited by state law relating to discrimination in employment, except where religion, sex, or national origin is a bona fide occupational qualification reasonably necessary to the normal operation of the Contractor. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices setting forth the provisions of this nondiscrimination clause, including the names of all contracting agencies with which the Contractor has contracts of over $10,000.

b. The Contractor shall, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that such contractor is an equal opportunity employer. However, notices, advertisements and solicitations placed in accordance with federal law, rule or regulation shall be deemed sufficient for the purpose of meeting the requirements of this chapter.

c. If the Contractor employs more than five employees, the Contractor shall (i) provide annual training on the Contractor's sexual harassment policy to all supervisors and employees providing services in the Commonwealth, except such supervisors or employees that are required to complete sexual harassment training provided by the Department of Human Resource Management, and (ii) post the Contractor's sexual harassment policy in (a) a conspicuous public place in each building located in the Commonwealth that the Contractor owns or leases for business purposes and (b) the Contractor's employee handbook.

The Contractor shall include the provisions of subdivisions a, b, and c in every subcontract or purchase order of over $10,000, so that such provisions shall be binding upon each subcontractor or vendor.

Nothing contained in this chapter shall be deemed to empower any agency to require any contractor to grant preferential treatment to, or discriminate against, any individual or any group because of race, color, religion, sex, or national origin on account of an imbalance that may exist with respect to the total number or percentage of persons of any race, color, religion, sex, or national origin employed by such contractor in comparison with the total number or percentage of persons of such race, color, religion, sex, or national origin in any community or in the Commonwealth.

5-11-22 (SPCN)

CONTINUOUS PROSECUTION OF WORK — The Contractor may schedule and perform work on this contract any time within the fixed time limit set forth in the contract; however, work on each route/section shall be continuously prosecuted once started until completion of that particular route/section.

6-20-06; Reissued 7-12-16_(SPCN)

SECTION 108.04—DETERMINATION AND EXTENSION OF CONTRACT TIME LIMIT of the Specifications is amended to replace the second paragraph with the following:

When Contract execution is not within 75 calendar days after the opening of bids, or when the Contractor is unable to commence work because of any failure of the Department, the Contractor will be given an extension of time based on the number of days delayed beyond the 75 calendar days. No time extension will be allowed for a delay in the date of Contract execution when the delay is the fault of the Contractor.

7-12-16_(SPCN)

SEALING RUMBLE STRIPS IN NEW PAVEMENT – Rumble strips cut into new pavement shall be coated with liquid asphalt coating (emulsion) conforming to Section 315.02(e) of the Specifications. The coating process shall conform to Section 315.05(g) of the Specifications.

8-29-19 (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.

1-17-18 (SPCN)

RAILROAD PROTECTION SYSTEM— This work shall consist of designing, detailing, furnishing, installing and removing protection system to the minimum limits and design requirements detailed in the Plans.

Minimum limits of the protection system are shown in plans. Minimum design criteria are provided in the plans. The Contractor shall prepare and submit working drawings and calculations to the Engineer for review and approval prior to installation in accordance with the requirements of Section 105.10 of the Specifications and the Contract. The system shall be coordinated with the railroad and meet all railroad requirements. The system will be subject to review and approval by the railroad and the Department.

The working drawings shall include site specific details of the proposed support structure to fully depict the proposed system. Drawings shall include but not necessarily be limited to, proposed limits of installation, materials, connections, method and sequence of construction to minimize impacts to traffic, methods of protecting the existing coating system and requirement to regularly inspect and maintain the system.

Calculations and drawings shall be prepared, stamped, and signed by a Professional Engineer holding a valid license to practice engineering in the Commonwealth of Virginia.

The Contractor shall not damage any coatings with installation or removal of system. The Contractor shall be responsible for repairing any damaged coatings in accordance with the Specifications and to the satisfaction of the Engineer at no additional cost to the Department.

Railroad protection system will be paid for at the contract lump sum price. This price shall include all work, design, detailing, equipment, materials, submittals, etc. required to furnish, install, maintain and remove the protection system.

Payment will be made under:

Pay Item Pay Unit

Railroad protection system Lump sum

12-15-25 (SPCN)

RAILROAD PROTECTION SYSTEM SUBMITTALS —Once the Contract has been awarded, the Contractor may perform efforts for developing and submitting Railroad Protection System submittals prior to Contract execution.

RAILROAD COORDINATION—Once the Contract has been awarded, the Contractor may perform efforts for railroad coordination prior to Contract execution.

ROADWAY PROTECTION SYSTEM— This work shall consist of designing, detailing, furnishing, installing and removing protection system to the minimum limits and design requirements detailed in the plans.

Minimum limits of the protection system are shown in plans. Minimum design criteria are provided in the plans. The Contractor shall prepare and submit working drawings and calculations to the Engineer for review and approval prior to installation in accordance with the requirements of Section 105.10 of the Specifications and the Contract.

The working drawings shall include site specific details of the proposed support structure to fully depict the proposed system. Drawings shall include but not necessarily be limited to, proposed limits of installation, materials, connections, method and sequence of construction to minimize impacts to traffic, methods of protecting the existing coating system and requirement to regularly inspect and maintain the system.

Calculations and drawings shall be prepared, stamped, and signed by a Professional Engineer holding a valid license to practice engineering in the Commonwealth of Virginia.

The Contractor shall not damage any coatings with installation or removal of the system. The Contractor shall be responsible for repairing any damaged coatings in accordance with the Specifications and to the satisfaction of the Engineer at no additional cost to the Department.

Roadway protection system will be paid for at the contract lump sum price. This price shall include all work, design, detailing, equipment, materials, submittals, etc. required to furnish, install, maintain, and remove the protection system.

Roadway protection system Lump sum

ROADWAY PROTECTION SYSTEM SUBMITTALS —Once the Contract has been awarded, the Contractor may perform efforts for developing and submitting Roadway Protection System submittals prior to Contract execution.

PROCURING ELASTOMERIC EXPANSION DAM—Once the Contract has been awarded, the Contractor may perform procurement efforts for the Elastomeric Expansion Dam prior to Contract execution.

TYPE A MILLING MODIFIED shall consist of milling the surface of the bridge deck and concrete approaches to a depth of at least 1/2” in accordance with Section 425.03 of the Specifications. The cutting heads on the milling machine shall not be spaced more than 5/16" apart. The locations of milling shall be determined by the Engineer.

Type A Milling modified will be measured in square yards of surface area and will be paid for at the Contract square yard price for the depth specified. This price shall include performing milling, handling, and disposing of waste, replacing any damaged reinforcing steel, and determining steel cover to avoid damaging the steel.

Type A Milling ½” modified Square yard

12-8-25 (SPCN)

SEALING GROOVES FOR INLAID PAVEMENT MARKERS — The Contractor shall coat the entire groove area for Inlaid Pavement Markers with liquid asphalt coating (emulsion) conforming to Section 315.02(e) of the Specifications using a pressure distributor following the cutting and cleaning of the depressions of waste material. The approximate application rate shall be 0.1 gallons per square yard. The application temperature shall be between 160°F and 180°F.

The Contractor shall cover and protect the retroreflector during this operation. Any dirty or damaged retroreflectors or pavement markings that can’t be cleaned by brushing them off shall be replaced. Waste material resulting from the operation shall be removed from the paved surface and shall not be disposed of where waterways may be at risk of contamination.

The cost of this work shall be included in the Contract unit price for Inlaid Pavement Marker Asphalt.

3-3-26 (SPCN)

SP0F0-000100-00

Reissued July 12, 2016

PREDETERMINED MINIMUM WAGE RATES

"General Decision Number: VA20260108 01/02/2026

Superseded General Decision Number: VA20250108

State: Virginia

Construction Type: Highway

Counties: Campbell and Lynchburg* Counties in Virginia.

*including the independent city of Lynchburg

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

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

and other major bridges).

Modification Number Publication Date

0 01/02/2026

ELEC0080-011 06/01/2025

Rates Fringes

ELECTRICIAN, Includes Traffic

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

SUVA2016-044 07/02/2018

Rates Fringes

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

CEMENT MASON/CONCRETE FINISHER...$ 19.94 0.00

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

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

LABORER: Asphalt, Includes

Raker, Shoveler, Spreader and

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

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

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

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

LABORER: Power Tool Operator....$ 15.69 0.00 https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/SP0F0-000100-00.docx

OPERATOR:

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

OPERATOR: Bobcat/Skid

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

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

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

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

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

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

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

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

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

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

OPERATOR: Paver (Asphalt, Aggregate, and Concrete).........$ 17.50 2.54

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

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

OPERATOR: Screed................$ 22.13 4.89

OPERATOR: Asphalt Spreader and Distributor..................$ 16.51 0.00

OPERATOR: Bulldozer, Including Utility................$ 17.99 0.00

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

TRUCK DRIVER : HEAVY 7CY &

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

TRUCK DRIVER: Fuel and

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

TRUCK DRIVER: HEAVY OVER 7

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

TRUCK DRIVER: Single & Multi

Axle.............................$ 16.58 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 $13.30 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in 2025. The applicable Executive Order minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections 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…