839532roadVadot.pdf

ORDER NO.: B13

CONTRACT ID. NO.: C0000123291C01

Form C-6a

Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 9043

FHWA NUMBER: HIP-5B27(069)

PROJECT NUMBER: U000-116-225, C501,

U000-116-198, C501

COUNTY: CITY OF HOPEWELL

DISTRICT: RICHMOND

DESCRIPTION: PEDESTRIAN AND ROAD IMPROVEMENTS

FROM:

TO:

0.048 MI. W. OF ASHLAND ST. / COURTHOUSE RD. INT.

0.008 MI. E. OF DAVIS LN. / COURTHOUSE RD. INT.

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

Form C-118 Rev. 8-10-2026

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

NOTICE TO BIDDERS

As a matter of information, the bidder’s attention is directed to the points noted herein. Every point enumerated below is fully covered by proposal documents that describe them in detail. Bidders should check their proposal against all requirements, as strict compliance with all provisions is mandatory.

1. Bids shall be filed electronically through Bidx (https://bidx.com/site/home) at the times designated in the Notice of Advertisement for Bids. For information see (https://cabb.virginiadot.org/)

2. Unless otherwise specified or permitted in the proposal, prices shall be submitted on all items shown in the proposal.

3. Proposals conditioned by proposed alternates, other than those specified or permitted, or by reserving the right to accept or reject an award or to enter into a contract pursuant to an award will not be considered.

4. A bid total shall be shown in each space provided.

5. Bid bonds shall conform to Section 102.07. The bid bond number shall be placed in the appropriate space in your electronic bid. As an alternative, you may complete the bottom line of Form C-24. The form may be emailed to the Construction Division at VDOTContracts@vdot.virginia.gov and must be received prior to the opening of bids.

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

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

Form C-24

Rev. 7-6-05

COMMONWEALTH OF VIRGINIA

PROPOSAL GUARANTY

KNOW ALL MEN BY THESE PRESENTS, THAT WE _______________________________________ as principal, and ________________________________________ Surety, are held and firmly bound unto the

Commonwealth of Virginia as obligee, in the amount of FIVE PERCENT OF THE DOLLAR VALUE OF THE

BID, lawful money of the United States of America, for the payment of which, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally and firmly by these presents.

SIGNED, sealed and dated this Day of , 20

WHEREAS, the above said principal is herewith submitting its proposal for:

PROJECT NUMBER: U000-116-225, C501,

U000-116-198, 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.

U000-116-225, C501, U000-116-198, C501

CONTRACT I.D.

NO.

C0000123291C01

FHWA NO. HIP-5B27(069)

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, SEPTEMBER 23, 2026

PROJECT NUMBER: U000-116-225, C501, U000-116-198, C501

ROUTE NUMBER: 9043

FHWA NUMBER: HIP-5B27(069)

DESCRIPTION: PEDESTRIAN AND ROAD IMPROVEMENTS

FROM:

TO:

0.048 MI. W. OF ASHLAND ST. / COURTHOUSE RD. INT.

0.008 MI. E. OF DAVIS LN. / COURTHOUSE RD. INT.

DISTRICT: RICHMOND COUNTY: HOPEWELL

I/we declare that no other person, firm or corporation is interested in this proposal; that I/we have carefully examined the plans, job specifications, current Road and Bridge specifications, and all other documents pertaining thereto and thoroughly understand the contents thereof; that I/we meet the prequalification requirements for bidding on this proposal;

that I/we understand that the plans and current Road and Bridge specifications, are a part of this proposal; that all of the quantities shown herewith are a part of this proposal; that all the quantities shown herewith are approximate only; that I/we have examined the location of the proposed work and source of supply of materials; and that I/we agree to bind myself/ourselves upon award by the Commonwealth under this proposal to a contract with necessary surety bond to start work according to project specifications, and to complete all work in accordance with the plans, job specifications and current Road and Bridge Specifications within the time limit set forth in the contract.

COMPLETION DATE: NOVEMBER 3, 2028

BID TOTAL $

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

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

Street Address City State Zip Code Vendor#/Fin#

Print Name Signature Title

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

Contract Execution Date By

CHIEF ENGINEER

VIRGINIA DEPARTMENT OF TRANSPORTATION

Virginia Department of Transportation 07/31/2026Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000123291C01 U000-116-225, C501

Order No.: B13

Oversight/State Project No.:

Federal Project No.: HIP-5B27(069)

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 SWM

FACILITY

LUMP SUM _________._____LUMP SUM

ATTD

0020 301SD20-0002

CLEARING AND GRUBBING ACRE

1.430

0030 302SD20-0005

REINF. STEEL LB

21,591.140

302, 406

0040 302SD20-0008

STRUCTURAL STEEL JB-1 LB

800.000

0050 302SD20-0025

15" CONC. PIPE LF

522.000

0060 302SD20-0030

18" CONC. PIPE LF

160.000

0070 302SD20-0059

36" CONC. PIPE LF

184.000

0080 302SD20-0133

23" X 14" ELLIPTICAL CONC.

PIPE

LF

35.000

0090 302SD20-0135

30" X 19" ELLIPTICAL CONC.

PIPE

LF

326.000

0100 302SD20-0137

34" X 22" ELLIPTICAL CONC.

PIPE

LF

378.000

0110 302SD20-0139

38" X 24" ELLIPTICAL CONC.

PIPE

LF

274.000

0120 302SD20-0199

15" END SECTION ES-1 EA

1.000

0130 302SD20-0237

DROP INLET DI-1 EA

4.000

Schedule of Items Page: 3

Proposal ID: C0000123291C01 U000-116-225, C501

Order No.: B13

Oversight/State Project No.:

Federal Project No.: HIP-5B27(069)

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 302SD20-0244

DROP INLET DI-2B,L=10' EA

3.000

0150 302SD20-0259

DROP INLET DI-2C,L=6' EA

1.000

0160 302SD20-0350

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

6.000

0170 302SD20-0417

DROP INLET DI-4E,L=10 EA

3.000

0180 302SD20-0425

DROP INLET DI-4EE,L=10' EA

1.000

0190 302SD20-0662

MANHOLE MH-1 OR 2 LF

39.300

0200 302SD20-0663

FRAME & COVER MH-1 EA

17.000

0210 302SX20-0028

FRAME & COVER MH-1A EA

6.000

0220 303SD20-0001

REGULAR EXCAVATION CY

500.000

0230 303SD20-0002

UNDERCUT EXCAVATION CY

1,102.000

0240 303SD20-0007

BORROW EXCAVATION CY

637.000

0250 303SD20-0021

TEMPORARY DIVERSION

DIKE

LF

146.000

0260 303SD20-0022

CHECK DAM ROCK TY. I EA

21.000

0270 303SD20-0023

CHECK DAM ROCK TY. II EA

4.000

Schedule of Items Page: 4

Proposal ID: C0000123291C01 U000-116-225, C501

Order No.: B13

Oversight/State Project No.:

Federal Project No.: HIP-5B27(069)

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.

0280 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

929.000

0290 303SD20-0030

INLET PROTECTION TYPE A EA

6.000

0300 303SD20-0031

INLET PROTECTION TYPE B EA

26.000

0310 303SD20-0032

GEOTEXTILE FABRIC SY

1,544.000

0320 303SD20-0034

TEMP. SILT FENCE TYPE A LF

3,928.000

0330 305SD20-0010

AGGR. MATL. NO. 1 TON

22.000

0340 308SD20-0001

AGGR. MATL. NO. 1 TON

45.000

0350 308SD20-0007

AGGR. MATL. NO. 21B TON

263.000

0360 308SD20-0012

AGGR. BASE MATL. TY. I NO.

21B

TON

746.000

0370 308SX20-0003

CRUSHER RUN AGGR. NO. 25

OR 26

TON

7.000

ATTD

0380 315SD20-0001

ASPHALT CONCRETE TY. SM-

12.5A CONST

TON

215.000

0390 315SD20-0004

ASPHALT CONCRETE TY. IM-

19.0A CONST

TON

187.000

0400 315SD20-0007

ASPHALT CONCRETE TY. SM-

9.5A CONST

TON

17.000

Schedule of Items Page: 5

Proposal ID: C0000123291C01 U000-116-225, C501

Order No.: B13

Oversight/State Project No.:

Federal Project No.: HIP-5B27(069)

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.

0410 315SD20-0010

ASPHALT CONCRETE BM-25.0 TON

373.000

0420 315SD20-0104

SAW-CUT ASPHALT

CONCRETE (FULL DEPTH)

LF

2,998.000

0430 414SD20-0001

EROSION CTRL. STONE CL.

A1, EC-1

TON

2.000

0440 414SD20-0003

EROSION CTRL. STONE CL. I,

EC-1

TON

3.000

0450 501SD20-0004

UNDERDRAIN UD-4 LF

2,711.000

0460 501SD20-0009

OUTLET PIPE LF

32.000

0470 502SD20-0011

CURB, STD. CG-2 LF

502.000

0480 502SD20-0012

CURB, RADIAL CG-2 LF

107.000

0490 502SD20-0022

COMB. CURB & GUTTER,

STD. CG-6

LF

1,564.000

0500 502SD20-0023

COMB. CURB & GUTTER,

RAD. CG-6

LF

951.000

0510 502SD20-0029

ENTRANCE GUTTER CG-9D SY

543.000

0520 504SD20-0001

CONCRETE CLASS A3 MISC. CY

81.010

302, 504

0530 504SD20-0002

CG-12 DETECTABLE

WARNING SURFACE

SY

31.000

Schedule of Items Page: 6

Proposal ID: C0000123291C01 U000-116-225, C501

Order No.: B13

Oversight/State Project No.:

Federal Project No.: HIP-5B27(069)

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.

0540 504SD20-0003

HYDR. CEMENT CONC.

SIDEWALK 4"

SY

1,858.000

0550 504SD20-0004

HYDR. CEMENT CONC.

SIDEWALK 7"

SY

45.000

0560 504SX20-0009

SIDEWALK 6" CONCRETE

CLASS A4 WITH WWF 6X6-

W2.4X2.4X2.4

SY

25.000

ATTD

0570 507SD20-0005

FENCE FE-CL LF

146.000

0580 508SD20-0004

DEMO. OF PAVEMENT

FLEXIBLE

SY

835.000

0590 509SD20-0001

FLOWABLE BACKFILL CY

13.300

0600 510SD20-0050

ADJUST EXIST FRAME &

COVER

EA

2.000

0610 510SX20-0031

MODIFY EXIST. STRUCTURE

EX-6

EA

1.000

0620 510SX20-0031

MODIFY EXIST. STRUCTURE

EX-7

EA

1.000

0630 510SX20-0040

REMOVE EXIST. CHAIN LINK

FENCE

EA

1.000

0640 510SX20-0040

REMOVE EXIST. PARCEL 003:

ROPE FENCE AND WOODEN

POSTS

EA

1.000

Schedule of Items Page: 7

Proposal ID: C0000123291C01 U000-116-225, C501

Order No.: B13

Oversight/State Project No.:

Federal Project No.: HIP-5B27(069)

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 510SX20-0040

REMOVE EXIST. PARCEL 004:

ROPE FENCE AND WOODEN

POSTS

EA

1.000

0660 510SX20-0040

REMOVE EXIST. PARCEL 011:

D-901 DEMO. WOODEN POST

EA

1.000

0670 510SX20-0041

REMOVE EXIST. PARCEL 005:

WOODEN POLE WITH SOLAR

PANEL AND CCTV CAMERA

LUMP SUM _________._____LUMP SUM

0680 510SX20-0042

RELOCATE EXISTING

FLASHING SCHOOL SPEED

LIMIT SIGN AND EQUIPMENT

EA

1.000

0690 512SD20-0013

TYPE 3 BARRICADE 8' EA

38.000

0700 512SD20-0014

TEMPORARY SIGN SF

1,400.000

0710 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

13,800.000

0720 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

1,520.000

0730 512SD20-0027

FLAGGER SERVICE HR

3,120.000

0740 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

1,581.000

0750 512SD20-0043

ERADICATE NONLINEAR

PVMT MRKG

SF

91.000

Schedule of Items Page: 8

Proposal ID: C0000123291C01 U000-116-225, C501

Order No.: B13

Oversight/State Project No.:

Federal Project No.: HIP-5B27(069)

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.

0760 512SP20-0001

PORTABLE TEMPORARY

RUMBLE STRIP ARRAY

DAY

540.000

ATTD

0770 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

0780 515SD20-0004

FLEXIBLE PAVE.PLANING 0"-

2"

SY

250.000

0790 517SD20-0001

CONSTRUCTION SURVEYING

CONSTR.

LUMP SUM _________._____LUMP SUM

0800 520SD20-0183

6" SANITARY SERVICE

LATERAL CONNECTION

LF

253.000

0810 520SD20-0185

8" SANITARY SEWER PIPE LF

812.000

0820 520SD20-0188

10" SANITARY SEWER PIPE LF

118.000

0830 520SD20-0272

SANITARY SEWER MANHOLE LF

86.600

0840 520SD20-0274

MANHOLE FRAME & COVER F

& C-1

EA

13.000

0850 520SX20-0006

6" SEWER CLEANOUT EA

13.000

0860 602SD20-0004

TOPSOIL CLASS B CY

343.000

0870 603SD20-0002

TEMPORARY SEED LB

85.000

0880 603SD20-0003

REGULAR SEED LB

229.000

Schedule of Items Page: 9

Proposal ID: C0000123291C01 U000-116-225, C501

Order No.: B13

Oversight/State Project No.:

Federal Project No.: HIP-5B27(069)

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.

0890 603SD20-0004

OVERSEEDING LB

183.000

0900 603SD20-0005

LEGUME SEED LB

11.000

0910 603SD20-0006

LEGUME OVERSEEDING LB

9.000

0920 603SD20-0008

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 2

SY

4,780.000

0930 603SD20-0009

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 3

SY

4,477.000

0940 603SD20-0014

FERTILIZER NITROGEN - N LB

85.000

0950 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

60.000

0960 603SD20-0016

FERTILIZER POTASSIUM - K LB

60.000

0970 603SD20-0017

LIME TON

4.680

0980 606SD20-0001

ROLLED EROSION CTRL

PRODUCT EC-2 TYPE 1

SY

308.000

0990 700SD20-0003

REMOVE EXISTING 1 POST

SIGN STRUCTURE

EA

5.000

1000 700SD20-0007

REMOVE EXISTING 1 POST

SIGN PANEL

EA

1.000

1010 700SD20-0012

RELOCATE EX. 1 POST GRND

MOUNT SGN PANEL

EA

5.000

Schedule of Items Page: 10

Proposal ID: C0000123291C01 U000-116-225, C501

Order No.: B13

Oversight/State Project No.:

Federal Project No.: HIP-5B27(069)

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.

1020 700SD20-0034

SIGN POST STP-1, 2", 14

GAUGE

LF

12.000

1030 700SD20-0037

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

GAUGE

LF

202.000

1040 700SD20-0038

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

18.000

1050 701SD20-0001

SIGN PANEL SF

115.600

1060 704SD20-0006

TYPE B CLASS I PVMT LINE

MRKG 4"

LF

1,933.000

1070 704SD20-0007

TYPE B CLASS I PVMT LINE

MRKG 6"

LF

491.000

1080 704SD20-0013

TYPE B CLASS II PVMT LINE

MRKG 8"

LF

234.000

1090 704SD20-0015

TYPE B CLASS II PVMT LINE

MRKG 24"

LF

96.000

1100 704SD20-0048

PVMT SYMB MRKG SGL

TURN ARR. TY B CL II

EA

1.000

1110 704SD20-0111

PVMT MSG. MARK. “SCHOOL”

TY B, CL II, 8’

EA

1.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000123291C01

B13

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

_______REGULAR EXCAVATION 0.290303SD20-0001

_______BORROW EXCAVATION 0.290303SD20-0007

_______SILTATION CONTROL EXCAVATION 0.290303SD20-0029

_______AGGR. MATL. NO. 1 0.600305SD20-0010

_______AGGR. MATL. NO. 1 0.600308SD20-0001

_______AGGR. MATL. NO. 21B 0.600308SD20-0007

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

_______CRUSHER RUN AGGR. NO. 25 OR 26 0.400308SX20-0003

_______ASPHALT CONCRETE TY. SM-12.5A CONST 3.500315SD20-0001

_______ASPHALT CONCRETE TY. IM-19.0A CONST 3.500315SD20-0004

_______ASPHALT CONCRETE TY. SM-9.5A CONST 3.500315SD20-0007

_______ASPHALT CONCRETE BM-25.0 3.500315SD20-0010

_______EROSION CTRL. STONE CL. A1, EC-1 0.600414SD20-0001

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

_______CONCRETE CLASS A3 MISC. 1.892504SD20-0001

_______DEMO. OF PAVEMENT FLEXIBLE 0.200508SD20-0004

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

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Steel Price Adjustment

C0000123291C01

B13

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

_______REINF. STEEL302SD20-0005

_______STRUCTURAL STEEL JB-1302SD20-0008

_______FENCE FE-CL507SD20-0005

_______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

C0000123291C01

B13

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

ASPHALT CONCRETE TY. SM-12.5A CONST315SD20-0001

ASPHALT CONCRETE TY. IM-19.0A CONST315SD20-0004

ASPHALT CONCRETE TY. SM-9.5A CONST315SD20-0007

ASPHALT CONCRETE BM-25.0315SD20-0010

Determination of Major Items

1C0000123291C01Contract ID:

ltem Description Item

Number

8" SANITARY SEWER PIPE520SD20-0185

DEPARTMENT OF

TRANSPORTATION

Form C-111 Rev. 07-31-24

MINIMUM DBE REQUIREMENTS

PROJECT NO. U000-116-225, C501;

U000-116-198, C501

CONTRACT ID. NO. C0000123291C01

FHWA NO. HIP-5B27(069) ORDER NO. B13

* * * I N S T R U C T I O N S * * *

LIST THE DBE(S) WHO WILL PARTICIPATE IN THE CONTRACT, INDICATE THE WORK THEY WILL PERFORM, THEIR VENDOR ID AND DBE CERTIFICATION NUMBERS, AND THE DOLLAR AMOUNT OF PARTICIPATION, REDUCED AS NEEDED FOR REGULAR DEALERS (60%), DISTRIBUTORS (40%), AND BROKERS (FEES/COMMISSIONS). COUNT 100% FOR SUBCONTRACTORS AND MANUFACTURERS, AND FOR HAULERS THAT DELIVER MATERIALS AND SUPPLIES TO THE

PROJECT SITE (EXCLUDING COST OF THE MATERIALS AND SUPPLIES.

0 % X $ = $

DBE GOAL TOTAL CONTRACT VALUE MINIMUM DBE PARTICIPATION

DBE SUMMARY

NAME OF DBE

SUBCONTRACTOR

VENDOR ID

NO.

DBE

CERTIFICATION

NO.

SUBCONTRACT

VALUE

DBE USED AS

DOLLAR AMT

DBE CREDIT

SUBCONTR. (S)

MNFR. (M)

HAULER (H)

REG. DLR. (R)

DISTR. (D)

BROKER (B)

100% 100% 100% 60% 40%

Fees/Com

DBE PARTICIPATION ATTAINED TOTAL: $__________

DBE PARTICIPATION ATTAINED PERCENTAGE: ___________%

I/WE CERTIFY THAT THE LISTED DBES WILL BE USED ON THIS CONTRACT AS STATED HEREIN AND THAT IN THE PERFORMANCE OF THE CONTRACT I/WE WILL MAKE GOOD FAITH EFFORTS TO MEET OR EXCEED

THE DBE GOAL ESTABLISHED FOR THE CONTRACT.

BY:

BIDDER'S NAME SIGNATURE DATE

Title:

Title:

Form C-111

Rev. 07-31-24

DBE ITEMS ENTRY

Instructions: For each DBE listed in the Summary on page 1, complete a DBE Item Entry form.

NOTE: To count toward the DBE goal, DBEs must be certified in NAICS codes applicable to kind of work they perform. A DBE's Certification number and NAICS Codes are shown in the DBE's listing in the DSBD DBE Directory at: https://directory.sbsd.virginia.gov/#/executiveExport

Full DBE Name: ______________________________________________

DBE Vendor ID No.: ___________ (DBE's number can be found on VDOT's List of Prequalified Vendors)

DBE Certification. No.: ____________________

DBE NAICS

Code(s): _____________________________________________________________________

DBE Used As:

_______ Subcontractor (S) Eligible for 100% of Subcontract Value _______ Manufacturer (M) Eligible for 100% of Subcontract Value _______ Hauler (H) Eligible for 100% of Subcontract Value Excluding Materials ________ Regular Dealer (R) Eligible for 60%of Subcontract or PO Value ________ Distributor (D) Eligible for 40% of Subcontract or PO Value ________ Broker (B) Eligible for Fees / Commissions Only

WORK ASSIGNED TO DBE

Contract Bid Items Description Of Work QTY Unit DBE's Price Applicable

Dollar Amt

DBE Credit

DBE Credit Total: $ _______________________

BY:

BIDDER'S NAME SIGNATURE DATE

Title:

[ATTACH ADDITIONAL SHEETS AS NECESSARY, EACH OF WHICH MUST BE SIGNED AND DATED.]

https://directory.sbsd.virginia.gov/#/executiveExport

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

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

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

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

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

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

CN512-000100-00 TABLE V-1, ADT GROUPS 7-12-16 (SPCN) 5

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

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

CRUSHER RUN AGGREGATE NO. 25 OR 26 7-10-26 (SPCN) 7

REINFORCED SIDEWALK 7-2-26 (SPCN) 7

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

SP0F0-000130-03 FHWA 1273—CONTRACT PROVISIONS, FED-AID 7-9-26 13

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 32

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 38

SP105-001000-01 CRD’S FOR PERMANENT SWMF’S 2-1-18 39

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 41

*SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1-21/20 42

SP107-001510-06 INTERIM DBE REQUIREMENTS 1-26-26 44

SP107-003100-00 MADE IN THE USA REQUIREMENTS 10-03-25 48

SP108-000100-01 PROG. SCHED. FOR CAT. I PROJECTS 3-21-22 55

*SP109-000100-05 ASPHALT MATERIAL PRICE ADJUSTMENT 7-8-24 70

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 72

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 74

SP109-000130-01 ELECTRONIC OR PRINTED WEIGH TICKETS 3-10-25 79

*SP512-000130-00 EMPLOYMENT OF PTRS 1-24-19 85

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 87

SQ105-000611-01 SEC 105.06 — SUBCONTRACTING (FED FUNDED PROJECTS) 2-9-17 (SP) 89

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 90

SS109-002020-01 SEC 109 — MEASUREMENT AND PAYMENT 5-1-23 94

SS211-002020-03 SEC 211 – ASPHALT CONCRETE 3-18-24 97

SS220-002020-01 SEC 220 – CONCRETE CURING MATERIALS 8-28-20 103

SS223-002020-02 SEC 223 – STEEL REINFORCEMENT 4-4-23 104

SS234-002020-01 SEC 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 105

SS235-002020-01 SEC 235 – RETROREFLECTORS 5-6-22 106

SS236-002020-01 SEC 236 – WOOD PRODUCTS 5-14-21 107

SS246-002020-02 SEC 246 – PAVEMENT MARKING 5-6-22 111

SS248-002020-02 SEC 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 119

SS305-002020-02 SEC 305 – SUBGRADE AND SHOULDERS 12-20-23 121

SS308-002020-01 SEC 308 - SUBBASE COURSE 7-13-21 123

SS309-002020-01 SEC 309 - AGGREGATE BASE COURSE 7-13-21 124

SS315-002020-05 SEC 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 125

SS317-002020-01 SEC 317— STONE MATRIX ASPHALT CONCRETE PLACEMENT 6-21-24 144

SS318-002020-01 SEC 318 — PAVEMENT INTERLAYERS 8-2-23 146

SS319-002020-02 SEC 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 147

SS321-002020-02 SEC 321 – TRENCH WIDENING 5-4-23 151

SS407-002020-02 SEC 407 – STEEL & METAL STRUCT 11-01-22 153

SS411-002020-01 SEC 411 – PROT. COAT. OF METAL 11-01-22 155

SS512-002020-03 SEC 512 – MAINTAINING TRAFFIC 7-1-22 156

SS704-002020-02 SEC 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 169

TABLE OF CONTENTS FOR PROVISIONS

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

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

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

the Virginia MUTCD version 11.0; and the Supplemental Specifications, Special Provisions and Special Provision Copied Notes in this Contract. The status in the Contract of each of these documents will be according to Section 105.12 of the Specifications.

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

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

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

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

103.02 – Award of Contract

The Board, or the Commissioner as authorized under § 33.2-209 of the Code of Virginia, will award the Contract to the lowest responsive and responsible bidder without discrimination on the grounds of race, color, gender, national origin, status as a military family, or other basis prohibited by law. In the event of a tie bid, the tie will be decided by lot.

The award date will not be later than midnight on the 60th day after the opening of bids. If the Board, or the Commissioner where authorized by law, has not awarded the Contract within this period due to any circumstances not attributable to the bidder, the bidder may withdraw his bid without penalty or prejudice unless the time limit is extended by mutual consent.

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

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

SECTION 105.14—MAINTENANCE DURING CONSTRUCTION of the Specifications is amended by the following:

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

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

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

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

The following constitutes a valid flagger certification card:

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

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

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

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

(two years after date of issuance).

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

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

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

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

• At least one special character

• At least one alphabetical character

• At least one numerical character

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

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

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

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

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

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

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

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

3. Connected signs shall only be posted with messages from the Department’s ATMS systems or designated backup systems.

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

5. All vendor cloud connections shall be removed from the connected sign. TOC system administration staff will configure VPN connections exclusively to the Department’s OT network.

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

Department’s OT Cybersecurity Program Manual.

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

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

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

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

Prefabricated geocomposite pavement underdrain shall conform to the following:

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

Physical Properties Test Method Requirements

Compressive strength ASTM D1621, D2412, and D6364

Min. 40 psi at 20% max.

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

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

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

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

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

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

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

Physical Property Test Method Requirements

Compressive strength ASTM D1621, D2412, and D6364

Min. 40 psi at 20% max.

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

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

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

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

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

Geomembrane Moisture Barrier: Geomembrane moisture barrier shall be resistant to biological attack.

Geomembrane shall be constructed of PVC and shall conform to the requirements of ASTM D7176 for PVC 30 or higher grades. In addition, geomembrane shall comply with the requirements of ASTM D7408 for bond seam strength and peel strength.

cn512-000100-00 July 12, 2016 (SPCN)

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

TABLE V-1

Average Daily Traffic (ADT) Groups

Traffic Group ADT Traffic Group ADT

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

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

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

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

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

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

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

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

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

XIX 40,000 & over

CQ107-000130-00 July 3, 2019 (SPCN)

DRUG-FREE WORKPLACE – The Contractor shall:

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

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

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

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

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

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn512-000100-00.docx

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

EQUAL EMPLOYMENT OPPORTUNITY

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

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

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

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

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

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

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

UPC: 123291 July 10, 2026 (SPCN)

CRUSHER RUN AGGREGATE NO. 25 OR 26 shall conform to Section 205 of the Specifications and shall be placed in accordance with Section 302 of the Specifications. The aggregate shall be placed at locations shown on the Plans or as directed by the Engineer. Crusher run aggregate No. 25 or 26 will be measured in tons and will be paid for at the Contract ton price. This price shall include furnishing, placing, and compacting.

Payment will be made under:

Pay Item Pay Unit

Crusher run aggregate No. 25 or 26 Ton

UPC: 123291 July 2, 2026 (SPCN)

REINFORCED SIDEWALK shall be constructed in accordance with Section 504 of the Specifications, except as modified herein.

The concrete shall be Class A4 and shall be in accordance with the requirements of Section 217 of the

Specifications.

The welded wire fabric shall be 6x6-W2.4x2.4 and shall conform to the requirements of Section 223 of the Specifications.

Hydraulic cement concrete 6" concrete Class A4 with WWF 6x6-W2.4x2.4 shall be placed at the locations shown on Sheets 2A & 3 of the Plans or as directed by the Engineer.

Hydraulic cement concrete 6" concrete class A4 with WWF 6x6-W2.4x2.4 will be measured in square yards and will be paid for at the Contract square yard price. This price shall include furnishing and placing, and for all materials, labor, tools, equipment, and incidentals necessary to complete the work.

Payment will be made under:

Pay Item Pay Unit

Hydraulic cem. conc. 6" concrete class A4 with WWF 6x6-W2.4x2.4 Square Yard

SP0F0-000100-00

Reissued July 12, 2016

PREDETERMINED MINIMUM WAGE RATES

"General Decision Number: VA20260184 05/18/2026

State: Virginia

Construction Types: Highway

Counties: Virginia Counties of Prince George and Hopewell*

* Designates Independent City

Modification Number Publication Date

0 01/02/2026

1 05/18/2026

ELEC0080-011 06/01/2025

Rates Fringes

ELECTRICIAN, INCLUDES TRAFFIC SIGNALIZATION.........$ 36.85 14.13

SUVA2016-069 07/02/2018

Rates Fringes

TRUCK DRIVER: SINGLE & MULTI AXLE...................$ 18.18 0.00

TRUCK DRIVER: HEAVY OVER 7 CY.....................$ 16.98 0.00

TRUCK DRIVER: FUEL AND LUBRICANT SERVICE...........$ 18.25 0.00

TRUCK DRIVER : HEAVY 7CY & UNDER....................$ 15.53 0.00

TRAFFIC CONTROL: FLAGGER..........................$ 12.89 0.00

OPERATOR: BULLDOZER, INCLUDING UTILITY..............$ 18.22 2.69

OPERATOR: ASPHALT SPREADER AND DISTRIBUTOR..........$ 19.09 1.81

OPERATOR: SCREED...................................$ 22.13 4.89

OPERATOR: ROLLER (FINISHING).......................$ 19.05 1.29

OPERATOR: ROLLER...................................$ 21.69 0.00

OPERATOR: PILEDRIVER...............................$ 21.83 4.08

OPERATOR: PAVER (ASPHALT, AGGREGATE, AND

CONCRETE)...........................................$ 20.32 0.00

OPERATOR: MILLING MACHINE..........................$ 23.12 3.60

OPERATOR: MECHANIC.................................$ 21.43 0.00

OPERATOR: LOADER...................................$ 17.17 0.00

OPERATOR: HYDROSEEDER..............................$ 16.64 0.00

OPERATOR: GRADER/BLADE.............................$ 23.21 0.00

OPERATOR: GRADALL..................................$ 19.26 0.00

OPERATOR: DRILL....................................$ 24.66 0.00

OPERATOR: CRANE....................................$ 24.42 4.69

OPERATOR: BROOM/SWEEPER............................$ 17.40 2.01

OPERATOR: BOBCAT/SKID STEER/SKID LOADER............$ 19.16 4.45

OPERATOR: BACKHOE/EXCAVATOR/TRACKHOE...............$ 17.32 2.52

LABORER: POWER TOOL OPERATOR.......................$ 15.69 0.00

LABORER: PIPELAYER.................................$ 17.76 0.00

LABORER: GRADE CHECKER.............................$ 14.88 0.00

LABORER: COMMON OR GENERAL.........................$ 14.46 0.00

LABORER: ASPHALT, INCLUDES RAKER, SHOVELER,

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/SP0F0-000100-00.docx

SPREADER AND DISTRIBUTOR............................$ 19.21 2.82

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

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

CEMENT MASON/CONCRETE FINISHER......................$ 16.03 0.00

CARPENTER, INCLUDES FORM WORK.......................$ 19.22 0.00

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the

Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts.

Note: Executive Order 13658 generally applies to contracts subject to the Davis-Bacon Act that were awarded on or between January 1, 2015 and January 29, 2022, and that have not been renewed or extended on or after January 30, 2022. Executive Order 13658 does not apply to contracts subject only to the Davis-Bacon Related Acts regardless of when they were awarded. If a contract is subject to

Executive Order 13658, the contractor must pay all covered workers at least $13.65 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract from May 11, 2026, through December 31, 2026. The applicable

Executive Order minimum wage rate will be adjusted annually.

Additional information on contractor requirements and worker protections under Executive Order 13658 is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses

(29CFR 5.5 (a) (1) (iii)).

The body of each wage determination lists the classifications and wage rates that have been found to be prevailing for the type(s) of construction and geographic area covered by the wage determination. The classifications are listed in alphabetical order under rate identifiers indicating whether the particular rate is a union rate (current union negotiated rate), a survey rate, a weighted union average rate, a state adopted rate, or a supplemental classification rate.

Union Rate Identifiers

A four-letter identifier beginning with characters other than

�SU�, �UAVG�, �SA�, or �SC� denotes that a union rate was prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2024. PLUM is an identifier of the union whose collectively bargained rate prevailed in the survey for this classification, which in this example would be Plumbers.

0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2024 in the example, is the effective date of the most current negotiated rate.

Union prevailing wage rates are updated to reflect all changes over time that are reported to WHD in the rates in the collective bargaining agreement (CBA) governing the classification.

Union Average Rate Identifiers

The UAVG identifier indicates that no single rate prevailed for those classifications, but that 100% of the data reported for the classifications reflected union rates. EXAMPLE:

UAVG-OH-0010 01/01/2024. UAVG indicates that the rate is a weighted union average rate. OH indicates the State of Ohio.

The next number, 0010 in the example, is an internal number used in producing the wage determination.