A78_119436.pdf

ORDER NO.: A78

CONTRACT ID. NO.: C0000119436C01

Form C-6a

Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 52

FHWA NUMBER: STP-5139(140)

PROJECT NUMBER: U000-139-260, C501

COUNTY: WYTHE

DISTRICT: BRISTOL

DESCRIPTION: SMART SCALE - TURN LANE IMPROVEMENTS

FROM:

TO:

.07 MI. E. OF HOLSTON RD AND US 52

.08 MI. E. OF US 52 AND STAFFORD UMBERGER DR.

DATE BID SUBMITTED: 10:00 AM WEDNESDAY, JULY 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: U000-139-260, 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.

U000-139-260, C501

CONTRACT I.D.

NO.

C0000119436C01

FHWA NO. STP-5139(140)

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, JULY 22, 2026

PROJECT NUMBER: U000-139-260, C501

ROUTE NUMBER: 52

FHWA NUMBER: STP-5139(140)

DESCRIPTION: SMART SCALE - TURN LANE IMPROVEMENTS

FROM:

TO:

.07 MI. E. OF HOLSTON RD AND US 52

.08 MI. E. OF US 52 AND STAFFORD UMBERGER DR.

DISTRICT: BRISTOL COUNTY: WYTHE

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: AUGUST 4, 2027

BID TOTAL $

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

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

Street Address City State Zip Code Vendor#/Fin#

Print Name Signature Title

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

Contract Execution Date By

CHIEF ENGINEER

VIRGINIA DEPARTMENT OF TRANSPORTATION

Virginia Department of Transportation 06/04/2026Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000119436C01 U000-139-260, C501

Order No.: A78

Oversight/State Project No.:

Federal Project No.: STP-5139(140)

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 105SP20-0002

CONST REC DOCS SWM

FACILITY CONSTRUCTION

RECORD DOCUMENTS FOR

PERMANENT ROCK CHECK

DAMS

LUMP SUM _________._____LUMP SUM

ATTD

0020 301SD20-0001

CLEARING AND GRUBBING LUMP SUM _________._____LUMP SUM

0030 302SD20-0002

BEDDING MATL. AGGR. NO.

TON

1,809.000

ATTD

0040 302SD20-0025

15" CONC. PIPE LF

8.000

0050 302SD20-0030

18" CONC. PIPE LF

417.000

0060 302SD20-0032

18" STORM SEWER PIPE LF

470.000

0070 302SD20-0201

18" END SECTION ES-1 EA

1.000

0080 302SD20-0311

DROP INLET DI-3B,L=4' EA

2.000

0090 302SD20-0312

DROP INLET DI-3B,L=6' EA

3.000

0100 302SD20-0313

DROP INLET DI-3B,L=8' EA

4.000

0110 302SD20-0314

DROP INLET DI-3B,L=10' EA

1.000

0120 302SD20-0446

DROP INLET DI-5 EA

1.000

0130 302SD20-0650

DROP INLET DI-12C,L=6' EA

6.000

Schedule of Items Page: 3

Proposal ID: C0000119436C01 U000-139-260, C501

Order No.: A78

Oversight/State Project No.:

Federal Project No.: STP-5139(140)

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 302SD20-0662

MANHOLE MH-1 OR 2 LF

3.560

0150 302SD20-0664

FRAME & COVER IC-2 EA

1.000

0160 302SX20-0020

DRAINAGE LOW

PERMEABILITY LINER

GEOTEXTILE

SY

1,587.000

ATTD

0170 303SD20-0001

REGULAR EXCAVATION CY

1,634.000

0180 303SD20-0018

SLOPE DRAIN EA

1.000

0190 303SD20-0021

TEMPORARY DIVERSION

DIKE

LF

208.000

0200 303SD20-0022

CHECK DAM ROCK TY. I EA

8.000

0210 303SD20-0023

CHECK DAM ROCK TY. II EA

23.000

0220 303SD20-0025

CHECK DAM SEDIMENT

RETENTION ROLL 20"

EA

84.000

0230 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

311.000

0240 303SD20-0030

INLET PROTECTION TYPE A EA

10.000

0250 303SD20-0031

INLET PROTECTION TYPE B EA

10.000

0260 303SD20-0032

GEOTEXTILE FABRIC SY

3,560.000

Schedule of Items Page: 4

Proposal ID: C0000119436C01 U000-139-260, C501

Order No.: A78

Oversight/State Project No.:

Federal Project No.: STP-5139(140)

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 303SD20-0034

TEMP. SILT FENCE TYPE A LF

453.000

0280 308SD20-0012

AGGR. BASE MATL. TY. I NO.

21B

TON

2,009.000

0290 310SD20-0001

TACK COAT GAL

937.000

0300 315SD20-0003

ASPHALT CONCRETE TY. SM-

12.5E CONST

TON

1,288.000

0310 315SD20-0010

ASPHALT CONCRETE BM-25.0 TON

1,092.000

0320 315SX20-0011

SAW-CUT ASPH CONC FULL

DEPTH

LF

2,072.000

0330 414SD20-0003

EROSION CTRL. STONE CL. I,

EC-1

TON

20.000

0340 502SD20-0003

PAVED DITCH PG-2A SY

311.000

0350 502SD20-0012

CURB, RADIAL CG-2 LF

57.000

0360 502SD20-0056

MEDIAN STRIP MS-1A SY

298.000

0370 504SD20-0001

CONCRETE CLASS A3 MISC. CY

11.133

302, 504

0380 505SD20-0013

GUARDRAIL GR-MGS1, 9'

POST

LF

37.500

0390 505SD20-0016

RADIAL GUARDRAIL GR-

MGS1, 9' POST

LF

37.500

Schedule of Items Page: 5

Proposal ID: C0000119436C01 U000-139-260, C501

Order No.: A78

Oversight/State Project No.:

Federal Project No.: STP-5139(140)

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.

0400 505SD20-0018

GUARDRAIL END

ANCHORAGE GR-MGS3

EA

2.000

0410 505SD20-0040

GUARDRAIL GR-10 LF

25.000

0420 507SD20-0001

FENCE FE-W1 LF

462.000

0430 507SD20-0003

LINE BRACE UNIT FE-W1 OR

FE-W2

EA

4.000

0440 507SD20-0004

CORNER BRACE UNIT FE-W1

OR FE-W2

EA

6.000

0450 507SD20-0023

GATE FE-G 16' EA

2.000

0460 508SD20-0001

OBSCURING ROADWAY UNIT

8.000

0470 508SD20-0004

DEMO. OF PAVEMENT

FLEXIBLE

SY

1,227.000

0480 509SD20-0001

FLOWABLE BACKFILL CY

6.000

0490 510SD20-0038

ADJUST EXIST. VALVE & BOX EA

1.000

0500 510SD20-0050

ADJUST EXIST FRAME &

COVER

EA

2.000

0510 510SX20-0009

CONNECT TO EXIST. A/C PIPE EA

2.000

ATTD

0520 510SX20-0010

REMOVE EXIST. A/C PIPE LF

77.000

ATTD

Schedule of Items Page: 6

Proposal ID: C0000119436C01 U000-139-260, C501

Order No.: A78

Oversight/State Project No.:

Federal Project No.: STP-5139(140)

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.

0530 510SX20-0016

REMOVE EXIST. FENCE

REMOVAL OF EXISTING

FENCE

LF

376.000

0540 510SX20-0039

REMOVE EXIST. 15" CONC.

PIPE

LF

194.000

0550 510SX20-0039

REMOVE EXIST. 24" CONC.

PIPE

LF

151.000

0560 510SX20-0040

REMOVE EXIST. DROP INLET EA

1.000

0570 510SX20-0040

REMOVE EXIST. END

SECTION

EA

2.000

0580 510SX20-0040

REMOVE EXIST. ENDWALL EA

1.000

0590 511SD20-0001

ALLAYING DUST HR

60.000

0600 512SD20-0015

AGGREGATE MATERIAL NO.

25 OR 26

TON

106.000

0610 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

6,720.000

0620 512SP20-0002

MAINTENANCE OF TRAFFIC

(ROUTE 52, PROJECT WIDE)

LUMP SUM _________._____LUMP SUM

ATTD

0630 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

0640 515SD20-0004

FLEXIBLE PAVE.PLANING 0"-

2"

SY

8,713.000

Schedule of Items Page: 7

Proposal ID: C0000119436C01 U000-139-260, C501

Order No.: A78

Oversight/State Project No.:

Federal Project No.: STP-5139(140)

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.

0650 517SD20-0001

CONSTRUCTION SURVEYING

CONSTR.

LUMP SUM _________._____LUMP SUM

0660 520SD20-0002

3/4" WATER SERVICE LINE LF

111.000

0670 520SD20-0014

6" DI WATER MAIN LF

13.000

0680 520SD20-0016

8" DI WATER MAIN LF

76.000

0690 520SD20-0020

12" DI WATER MAIN LF

442.000

0700 520SD20-0089

6" GATE VALVE & BOX EA

1.000

0710 520SD20-0090

8" GATE VALVE & BOX EA

1.000

0720 520SD20-0092

12" GATE VALVE & BOX EA

1.000

0730 520SD20-0162

FIRE HYDRANT EA

1.000

0740 602SD20-0002

TOPSOIL CLASS A CY

226.000

0750 602SD20-0004

TOPSOIL CLASS B CY

226.000

0760 603SD20-0002

TEMPORARY SEED LB

208.000

0770 603SD20-0003

REGULAR SEED LB

442.000

0780 603SD20-0004

OVERSEEDING LB

354.000

Schedule of Items Page: 8

Proposal ID: C0000119436C01 U000-139-260, C501

Order No.: A78

Oversight/State Project No.:

Federal Project No.: STP-5139(140)

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.

0790 603SD20-0005

LEGUME SEED LB

8.000

0800 603SD20-0006

LEGUME OVERSEEDING LB

6.000

0810 603SD20-0008

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 2

SY

8,833.000

0820 603SD20-0009

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 3

SY

13,818.000

0830 603SD20-0014

FERTILIZER NITROGEN - N LB

208.000

0840 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

146.000

0850 603SD20-0016

FERTILIZER POTASSIUM - K LB

146.000

0860 603SD20-0017

LIME TON

11.440

0870 606SD20-0001

ROLLED EROSION CTRL

PRODUCT EC-2 TYPE 1

SY

146.000

0880 606SD20-0002

ROLLED EROSION CTRL

PRODUCT EC-2 TYPE 2

SY

119.000

0890 606SD20-0003

ROLLED EROSION CTRL

PRODUCT EC-2 TYPE 3

SY

253.000

0900 606SD20-0007

ROLLED EROSION CTRL

PRODUCT EC-3 TYPE 3

SY

324.000

0910 700SD20-0003

REMOVE EXISTING 1 POST

SIGN STRUCTURE

EA

5.000

Schedule of Items Page: 9

Proposal ID: C0000119436C01 U000-139-260, C501

Order No.: A78

Oversight/State Project No.:

Federal Project No.: STP-5139(140)

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.

0920 700SD20-0034

SIGN POST STP-1, 2", 14

GAUGE

LF

170.000

0930 700SD20-0037

SIGN POST STP-1, 2 1/2", 12

GAUGE

LF

122.000

0940 700SD20-0038

CONC. FOUND. STP-1, TY. A EA

26.000

0950 701SD20-0001

SIGN PANEL SF

288.000

0960 704SD20-0006

TYPE B CLASS I PVMT LINE

MRKG 4"

LF

10,225.000

0970 704SD20-0015

TYPE B CLASS II PVMT LINE

MRKG 24"

LF

485.000

0980 704SD20-0032

INLAID PAVEMENT MARKER

ASPHALT

EA

19.000

ATTD

0990 704SD20-0036

PVMT MSG. MARK. "ONLY" TY

B, CL II, 6'

EA

5.000

1000 704SD20-0048

PVMT SYMB MRKG SGL

TURN ARR. TY B CL II

EA

7.000

1010 704SD20-0087

PVMT SYMB MRKG YIELD 2' X

3' TY B, CL II

EA

21.000

1020 704SX20-0002

PAVEMENT MARKING U-TURN

SYMB, TY. B. CL. II

EA

4.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000119436C01

A78

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

_______BEDDING MATL. AGGR. NO. 57 0.400302SD20-0002

_______REGULAR EXCAVATION 0.290303SD20-0001

_______SILTATION CONTROL EXCAVATION 0.290303SD20-0029

_______AGGR. BASE MATL. TY. I NO. 21B 0.600308SD20-0012

_______TACK COAT 0.016310SD20-0001

_______ASPHALT CONCRETE TY. SM-12.5E CONST 3.500315SD20-0003

_______ASPHALT CONCRETE BM-25.0 3.500315SD20-0010

_______EROSION CTRL. STONE CL. I, EC-1 0.600414SD20-0003

_______CONCRETE CLASS A3 MISC. 1.892504SD20-0001

_______DEMO. OF PAVEMENT FLEXIBLE 0.200508SD20-0004

_______AGGREGATE MATERIAL NO. 25 OR 26 0.600512SD20-0015

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

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Steel Price Adjustment

C0000119436C01

A78

Contract ID:

Order No.:

Instructions: This form shall be completed in accordance with the Special Provision. If you choose to have Steel Price Adjustment applied to any of the items listed below, write the word "Yes" in the "OPTION" column beside the item. The form must be signed, dated, and submitted to the Contract Engineer within the timeframe required in the Special Provision.

Rev 12-21-08

FORM C-21C

0001 REGULAR BID ITEMSSECTION:

ltem Description Option Item

Number

_______GUARDRAIL GR-MGS1, 9' POST505SD20-0013

_______RADIAL GUARDRAIL GR-MGS1, 9' POST505SD20-0016

_______GUARDRAIL END ANCHORAGE GR-MGS3505SD20-0018

_______GUARDRAIL GR-10505SD20-0040

_______FENCE FE-W1507SD20-0001

_______SIGN POST STP-1, 2", 14 GAUGE700SD20-0034

_______SIGN POST STP-1, 2 1/2", 12 GAUGE700SD20-0037

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000119436C01

A78

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

TACK COAT310SD20-0001

ASPHALT CONCRETE TY. SM-12.5E CONST315SD20-0003

ASPHALT CONCRETE BM-25.0315SD20-0010

Determination of Major Items

1C0000119436C01Contract ID:

ltem Description Item

Number

ASPHALT CONCRETE TY. SM-12.5E CONST315SD20-0003

12" DI WATER MAIN520SD20-0020

ASPHALT CONCRETE BM-25.0315SD20-0010

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) 1

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

CN211-000100-00 POLISHING AGGREGATE IN ASPHALT CONC. R-7-12-16 (SPCN) 3

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

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

CN704-000200-00 INLAID PAVE. MARKER LOC. AND SPACING 8-11-21 (SPCN) 5

*DRUG-FREE WORKPLACE 7-3-19 (SPCN) 6

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

CN108-000410-02 EARLY COMPLETION INCENTIVE ONLY 4-18-19 (SPCN) 7

BEDDING MATERIAL AGGREGATE NO. 57 4-10-20 (SPCN) 7

SP0F0-000100-00 PREDETERMINED MIN. WAGE RATES R-7-12-16 8

SP0F0-000130-02 FHWA 1273—REQ. PROVISIONS, FED-AID 10-3-23 12

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 39

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 45

SP105-001000-01 CRD’S FOR PERMANENT SWMF’S 2-1-18 46

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 48

*SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1-21/20 49

SP107-001510-06 INTERIM DBE REQUIREMENTS 1-26-26 51

SP107-003100-00 MADE IN THE USA REQUIREMENTS 10-03-25 55

SP108-000100-01 PROG. SCHED. FOR CAT. I PROJECTS 3-21-22 62

*SP109-000100-05 ASPHALT MATERIAL PRICE ADJUSTMENT 7-8-24 77

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 79

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 81

SP109-000130-01 ELECTRONIC OR PRINTED WEIGH TICKETS 3-10-25 86

SP512-000110-00 SEC. 512—MAINT. TRAFFIC—NON-SCHEDULES (LS) 7-12-16 92

SP515-000100-00 COLD PLANE (MILL) ASPHALT CONC. OPERATIONS 7-12-16 96

SP516-000100-00 REMOVE/CONNECT ASBESTOS CEMENT PIPE R-7-12-16 101

SP522-00B310-01 ASBESTOS REMOVED - ROAD CONST. DEMO. PROJ. 2-26-25 103

*SP704-000120-00 INLAID PAVEMENT MARKERS 8-26-19 117

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 120

SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 122

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 123

SS109-002020-01 SEC 109 — MEASUREMENT AND PAYMENT 5-1-23 127

SS211-002020-03 SEC 211 – ASPHALT CONCRETE 3-18-24 130

SS220-002020-01 SEC 220 – CONCRETE CURING MATERIALS 8-28-20 135

SS223-002020-02 SEC 223 – STEEL REINFORCEMENT 4-4-23 136

SS234-002020-01 SEC 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 137

SS235-002020-01 SEC 235 – RETROREFLECTORS 5-6-22 138

SS236-002020-01 SEC 236 – WOOD PRODUCTS 5-14-21 139

SS246-002020-02 SEC 246 – PAVEMENT MARKING 5-6-22 143

SS248-002020-02 SEC 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 151

SS305-002020-02 SEC 305 – SUBGRADE AND SHOULDERS 12-20-23 153

SS308-002020-01 SEC 308 - SUBBASE COURSE 7-13-21 155

SS309-002020-01 SEC 309 - AGGREGATE BASE COURSE 7-13-21 156

SS315-002020-05 SEC 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 157

SS317-002020-01 SEC 317— STONE MATRIX ASPHALT CONCRETE PLACEMENT 6-21-24 176

SS318-002020-01 SEC 318 — PAVEMENT INTERLAYERS 8-2-23 178

SS319-002020-02 SEC 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 179

TABLE OF CONTENTS FOR PROVISIONS

SS321-002020-02 SEC 321 – TRENCH WIDENING 5-4-23 183

SS407-002020-02 SEC 407 – STEEL & METAL STRUCT 11-01-22 185

SS411-002020-01 SEC 411 – PROT. COAT. OF METAL 11-01-22 187

SS512-002020-03 SEC 512 – MAINTAINING TRAFFIC 7-1-22 188

SS704-002020-02 SEC 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 201

TREE REMOVAL TIME OF YEAR RESTRICTION 7-3-24 207

SECTION 105.08 COOPERATION WITH REGARD TO UTILITIES 3-26-26 208

CONTROLLED BLASTING 8-13-24 209

MANUFACTURED IMPERMEABLE GEOSYNTHETIC LINER 3-11-26 214

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.

cn211-000100-00 July 12, 2016 (SPCN)

POLISHING AGGREGATE IN ASPHALT CONCRETE - Section 211—Asphalt Concrete of the Specifications is amended as follows:

Section 211.02—Materials is amended by replacing (e) with the following:

Fine or coarse aggregate that tend to polish under traffic will not be permitted in any final surface exposed to traffic except as permitted within the limits of Section 211.04(a) and (b) of the Specifications and as designated by the Engineer or as permitted elsewhere in these Specifications.

Section 211.04—Asphalt Concrete Mixtures is amended by replacing (a) and (b) with the following:

Asphalt concrete mixtures shall conform to Table II-14 and the following:

(a) Types SM-9.0A, SM-9.0D, SM-9.0E, SM-9.5A, SM-9.5D and SM-9.5E asphalt concrete shall consist of crushed stone, crushed slag, or crushed gravel and fine aggregate, slag or stone screenings or a combination thereof combined with asphalt cement.

NOTE: For all surface mixes, except where otherwise noted, no more than 5 percent of all aggregate retained on the No. 4 sieve and no more than 20 percent of the total aggregate may be polish susceptible. At the discretion of the Engineer, a SM-9.5AL may be specified and polish susceptible aggregates may be used (without percentage limits).

(b) Types SM-12.5A, SM-12.5D, SM-12.5E, IM-19.0A, IM-19.0D, and IM-19.0E asphalt concrete shall consist of crushed stone, crushed slag, or crushed gravel and fine aggregate, slag or stone screenings or a combination thereof combined with asphalt cement.

NOTE: At the discretion of the Engineer, an intermediate mix may be designated as either a SM-19.0A or SM-19.0D. For SM-12.5 and SM-19.0 surface mixes, no more than 5 percent of the aggregate retained on the No. 4 sieve may be polish susceptible. All material passing the No. 4 sieve may be polish susceptible. No more than 35 percent of the total aggregate composition (polish and non-polish susceptible) shall be passing the No. 8 sieve. At the discretion of the Engineer, a SM-12.5AL may be specified and polish susceptible aggregates may be used (without percentage limits).

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn211-000100-00.docx cn221-000100-00 January 15, 2025 (SPCN)

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

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

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

SECTION 245.03—TESTING AND DOCUMENTATION of the Specifications is amended by the following:

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

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

Prefabricated geocomposite pavement underdrain shall conform to the following:

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

Physical Properties Test Method Requirements

Compressive strength ASTM D1621, D2412, and

D6364

Min. 40 psi at 20% max.

deflection immediately after

24 hrs of specimen conditioning at 0 deg F and at

125 deg F

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

ASTM D4716 Min. 15 gal/min/ft width for

12-in specimen length

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

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

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

https://covgov.sharepoint.com/:w:/r/sites/TM-VDOT-SC-Specifications-External/_layouts/15/Doc.aspx?sourcedoc=%7BF1622882-4C64-446A-AE11-E07A4F78D1F2%7D&file=cn221-000100-00.docx&action=default&mobileredirect=true

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.

cn704-000200-00 August 11, 2021 (SPCN)

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.

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

DRUG-FREE WORKPLACE– The Contractor shall:

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

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

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

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

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

7-3-19 (SPCN)

cq107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY

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

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

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

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

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

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

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

5-11-22 (SPCN)

cn108-000410-02 EARLY COMPLETION INCENTIVE ONLY

Early Completion is defined as completing all of the Work as detailed in the Plans and Specifications to the Department's satisfaction for Final Acceptance, including, but not limited to, punch list, seeding, landscaping, and signal burn-in before August 4, 2027. This date will not change except for an extension of the Contract time limit for a Compensable Delay as defined by Section 109.05(e) of the Specifications.

The Department will pay an incentive of $1,596 for each Calendar Day the Contractor completes the Work prior to the date shown above. The incentive is capped at $23,940.

4-18-19 (SPCN)

BEDDING MATERIAL AGGREGATE NO. 57 shall conform to Section 203 of the Specifications and shall be placed in accordance with Section 302 of the Specifications except as modified herein. The aggregate shall be placed at locations shown on the Plans or as directed by the Engineer. Bedding material aggregate No. 57 will be measured in tons and will be paid for at the Contract unit price per ton. This price shall include furnishing, placing, and compacting.

Payment will be made under:

Pay Item Pay Unit

Bedding material aggr. No. 57 Ton

4-10-20 (SPCN)

SP0F0-000100-00

Reissued July 12, 2016

PREDETERMINED MINIMUM WAGE RATES

"General Decision Number: VA20260094 05/18/2026

State: Virginia

Construction Types: Highway

Counties: Virginia Counties of Wythe

Modification Number Publication Date

0 01/02/2026

1 05/18/2026

SUVA2016-030 07/02/2018

Rates Fringes

TRUCK DRIVER: MULTI AXLE...........................$ 15.89 0.00

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

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

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

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

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

PAVEMENT MARKING OPERATOR...........................$ 19.80 0.00

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

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

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

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

OPERATOR: PAVER (ASPHALT, AGGREGATE, AND

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

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

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

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

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

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

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

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

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

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

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

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

LABORER: COMMON OR GENERAL.........................$ 14.46 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 https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/SP0F0-000100-00.docx 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…