827199vadotA47_124205.pdf

ORDER NO.: A47

CONTRACT ID. NO.: C0000124205C01

Form C-6a

Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 64

FHWA NUMBER: NHPP-064-2(193)

PROJECT NUMBER: 0064-136-366, C501

CITY: WAYNESBORO

DISTRICT: STAUNTON

DESCRIPTION: SMART-SCALE OFF-RAMP IMPROVEMENTS

FROM:

TO:

RTE. 340 ROSSER AVE.

I-64 MM 94.9

DATE BID SUBMITTED: 10:00 AM WEDNESDAY, JUNE 24, 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: 0064-136-366, 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.

0064-136-366, C501

CONTRACT I.D.

NO.

C0000124205C01

FHWA NO. NHPP-064-2(193)

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, JUNE 24, 2026

PROJECT NUMBER: 0064-136-366, C501

ROUTE NUMBER: 64

FHWA NUMBER: NHPP-064-2(193)

DESCRIPTION: SMART-SCALE OFF-RAMP IMPROVEMENTS

FROM:

TO:

RTE. 340 ROSSER AVE.

I-64 MM 94.9

DISTRICT: STAUNTON CITY: WAYNESBORO

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: JUNE 8, 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 05/06/2026Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000124205C01 0064-136-366, C501

Order No.: A47

Oversight/State Project No.:

Federal Project No.: NHPP-064-2(193)

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 301SD20-0001

CLEARING AND GRUBBING LUMP SUM _________._____LUMP SUM

0020 302SD20-0013

ENDWALL EW-12 EA

3.000

0030 302SD20-0047

30" PIPE LF

20.000

0040 303SD20-0001

REGULAR EXCAVATION CY

2,809.000

0050 303SD20-0021

TEMPORARY DIVERSION

DIKE

LF

1,214.000

0060 303SD20-0023

CHECK DAM ROCK TY. II EA

24.000

0070 303SD20-0028

DEWATERING BASIN EC-8 EA

1.000

0080 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

425.000

0090 303SD20-0034

TEMP. SILT FENCE TYPE A LF

2,467.000

0100 305SD20-0001

BORROW EXCAVATION CY

519.000

0110 305SD20-0009

GEOTEXTILE SUBGRADE

STAB.

SY

154.000

0120 305SD20-0010

AGGR. MATL. NO. 1 TON

40.000

0130 308SD20-0012

AGGR. BASE MATL. TY. I NO.

21B

TON

1,731.000

Schedule of Items Page: 3

Proposal ID: C0000124205C01 0064-136-366, C501

Order No.: A47

Oversight/State Project No.:

Federal Project No.: NHPP-064-2(193)

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 315SD20-0005

ASPHALT CONCRETE TY. IM-

19.0D CONST

TON

310.000

0150 315SD20-0008

ASPHALT CONCRETE TY. SM-

9.5D CONST

TON

509.000

0160 315SD20-0010

ASPHALT CONCRETE BM-25.0 TON

647.000

0170 315SX20-0011

SAW-CUT ASPH CONC FULL

DEPTH

LF

1,075.000

ATTD

0180 414SD20-0002

EROSION CTRL. STONE CL.

A1, EC-1

SY

7.000

0190 501SD20-0004

UNDERDRAIN UD-4 LF

921.000

0200 501SD20-0009

OUTLET PIPE LF

57.000

0210 504SD20-0001

CONCRETE CLASS A3 MISC. CY

3.000

302, 504

0220 505SD20-0011

GUARDRAIL GR-MGS1 LF

75.000

0230 505SD20-0013

GUARDRAIL GR-MGS1, 9'

POST

LF

297.000

0240 505SD20-0014

RADIAL GUARDRAIL GR-

MGS1

LF

75.000

0250 505SD20-0017

GUARDRAIL TERMINAL GR-

MGS2

EA

1.000

0260 505SD20-0018

GUARDRAIL END

ANCHORAGE GR-MGS3

EA

2.000

Schedule of Items Page: 4

Proposal ID: C0000124205C01 0064-136-366, C501

Order No.: A47

Oversight/State Project No.:

Federal Project No.: NHPP-064-2(193)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0270 505SD20-0019

GUARDRAIL HEIGHT

TRANSITION GR-MGS4

EA

1.000

0280 505SD20-0073

REMOVE EXISTING

GUARDRAIL

LF

691.000

0290 505SX20-0058

GUARDRAIL GUARDRAIL

TERMINAL SITE

PREPARATION (6-FT

MODERATE)

EA

1.000

ATTD

0300 507SD20-0001

FENCE FE-W1 LF

192.000

0310 507SD20-0003

LINE BRACE UNIT FE-W1 OR

FE-W2

EA

2.000

0320 508SD20-0004

DEMO. OF PAVEMENT

FLEXIBLE

SY

1,415.000

0330 511SD20-0001

ALLAYING DUST HR

520.000

0340 512SD20-0003

TRAFFIC BARRIER SERVICE

MB-11A

LF

938.000

0350 512SD20-0007

IMPACT ATTEN.SER. TY. 1 TL-

3, >=40 MPH

EA

2.000

0360 512SD20-0013

TYPE 3 BARRICADE 8' EA

3.000

0370 512SD20-0014

TEMPORARY SIGN SF

994.000

0380 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

360.000

Schedule of Items Page: 5

Proposal ID: C0000124205C01 0064-136-366, C501

Order No.: A47

Oversight/State Project No.:

Federal Project No.: NHPP-064-2(193)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0390 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

21,360.000

0400 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

540.000

0410 512SD20-0026

ELECTRONIC ARROW BOARD HR

240.000

0420 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

527.000

0430 512SD20-0052

TEMP. PVMT. SYMB. MRKG

SNGL TURN ARROW TY. A

EA

2.000

0440 512SD20-0062

TEMP. PVMT MRKG TY. D, CL.

III, 6"

LF

1,307.000

0450 512SX20-0040

POLICE PATROL UNIFORMED

FLAGGES

HR

48.000

ATTD

0460 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

0470 515SD20-0011

FLEX. PAVE. TIE-IN PLANING

0"-2"

SY

1,989.000

0480 517SD20-0001

CONSTRUCTION SURVEYING

CONSTR.

LUMP SUM _________._____LUMP SUM

0490 602SD20-0004

TOPSOIL CLASS B CY

327.000

0500 603SD20-0002

TEMPORARY SEED LB

81.000

0510 603SD20-0003

REGULAR SEED LB

324.000

Schedule of Items Page: 6

Proposal ID: C0000124205C01 0064-136-366, C501

Order No.: A47

Oversight/State Project No.:

Federal Project No.: NHPP-064-2(193)

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.

0520 603SD20-0004

OVERSEEDING LB

260.000

0530 603SD20-0008

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 2

SY

3,570.000

0540 603SD20-0009

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 3

SY

5,191.000

0550 603SD20-0014

FERTILIZER NITROGEN - N LB

81.000

0560 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

57.000

0570 603SD20-0016

FERTILIZER POTASSIUM - K LB

57.000

0580 603SD20-0017

LIME TON

5.000

0590 606SD20-0001

ROLLED EROSION CTRL

PRODUCT EC-2 TYPE 1

SY

630.000

0600 700SD20-0003

REMOVE EXISTING 1 POST

SIGN STRUCTURE

EA

2.000

0610 700SD20-0004

REMOVE EXISTING 2 POST

SIGN STRUCTURE

EA

6.000

0620 700SD20-0010

REMOVE EXIST OVERHEAD

SIGNAL SIGN PANEL

EA

2.000

0630 700SD20-0013

RELOCATE EX. 2 POST GRND

MOUNT SGN PANEL

EA

4.000

0640 700SD20-0021

VIA SIGN POST W12 X 14 LF

68.000

Schedule of Items Page: 7

Proposal ID: C0000124205C01 0064-136-366, C501

Order No.: A47

Oversight/State Project No.:

Federal Project No.: NHPP-064-2(193)

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 700SD20-0022

VIA SIGN POST W12 X 16 LF

76.000

0660 700SD20-0023

VIA SIGN POST W12 X 19 LF

39.000

0670 700SD20-0034

SIGN POST STP-1, 2", 14

GAUGE

LF

13.000

0680 700SD20-0035

SIGN POST STP-1, 2 3/16", 10

GAUGE

LF

18.000

0690 700SD20-0036

SIGN POST STP-1, 2 1/2", 10

GAUGE

LF

48.000

0700 700SD20-0037

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

GAUGE

LF

25.000

0710 700SD20-0038

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

3.000

0720 700SD20-0039

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

3.000

0730 700SD20-0049

CONC. FOUND. SSP-VIA, 3'

DIA. X 7' DEEP

EA

10.000

0740 700SD20-0068

CONC. FOUND. PF-8 CY

14.000

0750 700SD20-0091

SIGNAL MAST ARM POLE MP-

3, TY. B1

EA

1.000

0760 700SD20-0093

SIGNAL MAST ARM POLE MP-

3, TY. C

EA

1.000

0770 700SD20-0101

MAST ARM 60' EA

2.000

Schedule of Items Page: 8

Proposal ID: C0000124205C01 0064-136-366, C501

Order No.: A47

Oversight/State Project No.:

Federal Project No.: NHPP-064-2(193)

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.

0780 700SD20-0103

MAST ARM 70' EA

1.000

0790 700SD20-0114

14/7 CONDUCTOR CABLE LF

2,424.000

0800 700SD20-0124

CAT 5E DIRECT BURIAL

CABLE

LF

815.000

0810 700SD20-0148

8 CONDUCTOR CABLE EGC LF

436.000

0820 700SD20-0178

JUNCTION BOX JB-S2 EA

1.000

0830 700SD20-0192

BORED CONDUIT 3" LF

73.000

0840 700SD20-0195

CONDUIT PVC 3" LF

37.000

0850 700SD20-0197

TRENCH EXCAVATION ECI-1 LF

37.000

0860 700SD20-0199

TEST BORE EA

2.000

0870 700SX20-0010

TRAFFIC SIGNALIZATION

MODIFY EXISTING JUNCTION

BOX

EA

4.000

ATTD

0880 700SX20-0010

TRAFFIC SIGNALIZATION

MODIFY EXISTING SIGNAL

EA

1.000

ATTD

0890 701SD20-0001

SIGN PANEL SF

371.000

0900 703SD20-0007

TRAF. SIG. HEAD SECT. 12"

HVS BACKPLATE

EA

29.000

Schedule of Items Page: 9

Proposal ID: C0000124205C01 0064-136-366, C501

Order No.: A47

Oversight/State Project No.:

Federal Project No.: NHPP-064-2(193)

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.

0910 703SD20-0014

VIDEO DETECTION CAMERA EA

3.000

0920 703SD20-0015

VIDEO DETECTION CABLE LF

753.000

0930 703SD20-0016

VIDEO DETECTION SYSTEM EA

1.000

0940 703SD20-0022

EVP DETECTION SYSTEM 3-

WAY

EA

1.000

0950 703SD20-0024

EVP DETECTOR CABLE LF

753.000

0960 703SD20-0034

HANGER ASSEMBLY SM-3,

ONE WAY

EA

9.000

0970 703SD20-0044

REMOVE EXISTING POLE EA

3.000

0980 703SD20-0045

REMOVE EXISTING

FOUNDATION

EA

3.000

0990 703SD20-0046

REMOVE EXISTING SIGNAL

HEAD

EA

7.000

1000 703SD20-0047

REMOVE EXISTING

CONTROLLER

EA

1.000

1010 703SD20-0048

REMOVE EXISTING

MANHOLE/JUNCTION BOX

EA

4.000

1020 704SD20-0007

TYPE B CLASS I PVMT LINE

MRKG 6"

LF

3,113.000

1030 704SD20-0009

TYPE B CLASS I PVMT LINE

MRKG 12"

LF

129.000

Schedule of Items Page: 10

Proposal ID: C0000124205C01 0064-136-366, C501

Order No.: A47

Oversight/State Project No.:

Federal Project No.: NHPP-064-2(193)

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.

1040 704SD20-0015

TYPE B CLASS II PVMT LINE

MRKG 24"

LF

68.000

1050 704SD20-0032

INLAID PAVEMENT MARKER

ASPHALT

EA

6.000

ATTD

1060 704SD20-0048

PVMT SYMB MRKG SGL

TURN ARR. TY B CL II

EA

6.000

1070 704SD20-0051

DBL TURN ARR.THRU/LT OR

RT TY B, CL II

EA

3.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000124205C01

A47

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

_______SILTATION CONTROL EXCAVATION 0.290303SD20-0029

_______BORROW EXCAVATION 0.290305SD20-0001

_______AGGR. MATL. NO. 1 0.600305SD20-0010

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

_______ASPHALT CONCRETE TY. IM-19.0D CONST 3.500315SD20-0005

_______ASPHALT CONCRETE TY. SM-9.5D CONST 3.500315SD20-0008

_______ASPHALT CONCRETE BM-25.0 3.500315SD20-0010

_______CONCRETE CLASS A3 MISC. 1.892504SD20-0001

_______DEMO. OF PAVEMENT FLEXIBLE 0.200508SD20-0004

_______FLEX. PAVE. TIE-IN PLANING 0"-2" 0.071515SD20-0011

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Steel Price Adjustment

C0000124205C01

A47

Contract ID:

Order No.:

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

Rev 12-21-08

FORM C-21C

0001 REGULAR BID ITEMSSECTION:

ltem Description Option Item

Number

_______GUARDRAIL GR-MGS1505SD20-0011

_______GUARDRAIL GR-MGS1, 9' POST505SD20-0013

_______RADIAL GUARDRAIL GR-MGS1505SD20-0014

_______GUARDRAIL TERMINAL GR-MGS2505SD20-0017

_______GUARDRAIL END ANCHORAGE GR-MGS3505SD20-0018

_______GUARDRAIL HEIGHT TRANSITION GR-MGS4505SD20-0019

_______FENCE FE-W1507SD20-0001

_______VIA SIGN POST W12 X 14700SD20-0021

_______VIA SIGN POST W12 X 16700SD20-0022

_______VIA SIGN POST W12 X 19700SD20-0023

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

_______SIGN POST STP-1, 2 3/16", 10 GAUGE700SD20-0035

_______SIGN POST STP-1, 2 1/2", 10 GAUGE700SD20-0036

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

_______SIGNAL MAST ARM POLE MP-3, TY. B1700SD20-0091

_______SIGNAL MAST ARM POLE MP-3, TY. C700SD20-0093

_______MAST ARM 60'700SD20-0101

_______MAST ARM 70'700SD20-0103

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000124205C01

A47

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

ASPHALT CONCRETE TY. IM-19.0D CONST315SD20-0005

ASPHALT CONCRETE TY. SM-9.5D CONST315SD20-0008

ASPHALT CONCRETE BM-25.0315SD20-0010

Determination of Major Items

1C0000124205C01Contract ID:

ltem Description Item

Number

REGULAR EXCAVATION303SD20-0001

ASPHALT CONCRETE BM-25.0315SD20-0010

ASPHALT CONCRETE TY. SM-9.5D CONST315SD20-0008

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

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

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

CN221-000100-00 SECTION 221.02—DETAIL REQUIREMENTS 1-15-25 (SPCN) 3

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

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

CN704-000200-00 INLAID PAVE. MARKER LOC. AND SPACING 8-11-21 (SPCN) 6

CN801-000100-00 TRAFFIC SIGNAL AND ITS EQUIPMENT APPROVAL 7-28-25 (SPCN) 6

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

CQ107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY 5-11-22 (SPCN) 7

UNIFORMED FLAGGERS R-7-12-16_(SPCN) 8

CQ512-000321-00 CONTRACTOR MAINT. OF TEMP. MARKINGS 6-13-17 (SPCN) 8

SAW-CUT ASPHALT CONCRETE (FULL DEPTH) 12-22-25 (SPCN) 9

MODIFY EXISTING JUNCTION BOX 3-18-26 (SPCN) 9

MODIFY EXISTING SIGNAL 3-18-26 (SPCN) 9

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

SP0F0-000130-02 FHWA 1273—REQ. PROVISIONS, FED-AID 10-3-23 17

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 44

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 50

SP105-000100-00 INFORMAL PARTNERING R-7-12-16 51

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 53

*SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1-21/20 54

SP107-001510-05 INTERIM DBE REQUIREMENTS 11-05-25 56

SP107-003100-00 MADE IN THE USA REQUIREMENTS 10-03-25 60

SP108-000100-01 PROG. SCHED. FOR CAT. I PROJECTS 3-21-22 67

*SP109-000100-05 ASPHALT MATERIAL PRICE ADJUSTMENT 7-8-24 82

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 84

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 86

SP109-000130-01 ELECTRONIC OR PRINTED WEIGH TICKETS 3-10-25 91

GUARDRAIL TERMINAL SITE PREPARATION 7-13-20 97

SP515-000100-00 COLD PLANE (MILL) ASPHALT CONC. OPERATIONS 7-12-16 99

SP700-000180-03 MODIFICATIONS TO AASHTO’S SIGN STRUCT. SPEC. 9-29-20 104

*SP704-000120-00 INLAID PAVEMENT MARKERS 8-26-19 109

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 112

SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 114

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 115

SS109-002020-01 SEC 109 — MEASUREMENT AND PAYMENT 5-1-23 119

SS211-002020-03 SEC 211 – ASPHALT CONCRETE 3-18-24 122

SS220-002020-01 SEC 220 – CONCRETE CURING MATERIALS 8-28-20 128

SS223-002020-02 SEC 223 – STEEL REINFORCEMENT 4-4-23 129

SS234-002020-01 SEC 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 130

SS235-002020-01 SEC 235 – RETROREFLECTORS 5-6-22 131

SS236-002020-01 SEC 236 – WOOD PRODUCTS 5-14-21 132

SS246-002020-02 SEC 246 – PAVEMENT MARKING 5-6-22 136

SS248-002020-02 SEC 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 144

SS305-002020-02 SEC 305 – SUBGRADE AND SHOULDERS 12-20-23 146

SS308-002020-01 SEC 308 - SUBBASE COURSE 7-13-21 148

SS309-002020-01 SEC 309 - AGGREGATE BASE COURSE 7-13-21 149

SS315-002020-05 SEC 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 150

TABLE OF CONTENTS FOR PROVISIONS

SS317-002020-01 SEC 317— STONE MATRIX ASPHALT CONCRETE PLACEMENT 6-21-24 169

SS318-002020-01 SEC 318 — PAVEMENT INTERLAYERS 8-2-23 171

SS319-002020-02 SEC 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 172

SS321-002020-02 SEC 321 – TRENCH WIDENING 5-4-23 176

SS407-002020-02 SEC 407 – STEEL & METAL STRUCT 11-01-22 178

SS411-002020-01 SEC 411 – PROT. COAT. OF METAL 11-01-22 180

SS512-002020-03 SEC 512 – MAINTAINING TRAFFIC 7-1-22 181

SS704-002020-02 SEC 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 194

TREE REMOVAL TIME OF YEAR RESTRICTION FOR BAT HABITAT 4-14-25 200

CONTROLLED BLASTING 10-13-20 201

SHALE FILL 7-1-19 203

cn100-000026-09 GENERAL PROJECT REQUIREMENTS, SUPPLEMENTAL SPECIFICATIONS

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

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

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

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

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

12-11-25 (SPCN)

cn103-000100-01 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.

6-17-25 (SPCN)

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

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

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

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

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

The following constitutes a valid flagger certification card:

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

• Cards issued by VDOT following completion of the Intermediate Work

Zone course;

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

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

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

12-20-24 (SPCN)

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

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

• At least one special character

• At least one alphabetical character

• At least one numerical character

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

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

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

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

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

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

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

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

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

Department’s ATMS systems or designated backup systems.

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

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

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

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

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

1-30-26 (SPCN)

cn221-000100-00 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.

1-15-25 (SPCN)

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

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

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

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

Physical Properties Test Method Requirements

Compressive strength ASTM D1621, D2412, and

D6364

Min. 40 psi at 20% max.

deflection immediately after

24 hrs of specimen conditioning at 0 deg F and at

125 deg F

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

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

12-in specimen length

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

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

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

Geocomposite wall drains shall conform to the following:

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

Physical Property Test Method Requirements

Compressive strength ASTM D1621, D2412, and D6364

Min. 40 psi at 20% max.

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

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

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

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

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

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

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

1-10-24 (SPCN)

cn512-000120-00 SECTION 512—MAINTAINING TRAFFIC of the Specifications is amended as follows:

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

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

7-13-16_(SPCN)

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn512-000120-00.docx cn704-000200-00 INLAID PAVEMENT MARKER LOCATION AND SPACING — The Contractor shall not install markers on existing bridge decks Inlaid Pavement Markers shall be installed on new bridge decks where required by the Plans. Inlaid Pavement Markers shall be placed in relation to pavement joints and cracks as follows:

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

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

8-11-21 cn801-000100-00 TRAFFIC SIGNAL AND INTELLIGENT TRANSPORTATION SYSTEM EQUIPMENT APPROVAL—All network capable devices included in Sections 703, 801, 802, 803, 804, 805, 806, 807, 809, 810, and 811 of the Specifications shall match the approved hardware, firmware, and software versions on the Department’s Operation Technology Critical Infrastructure list in order to be installed. Previously approved devices, firmware, or software, including any revisions, which have been removed from the current list shall not be installed. Devices, firmware, and software shall be submitted for the Engineer’s review for appropriateness and cybersecurity compliance via Department’s Form C-25 (Source of Materials).

The Contractor shall submit the Operations Technology Field Device Security Assessment form to the Engineer for approval before installation of any network capable devices that are not found on the Department’s Operation Technology Critical Infrastructure list, including traffic signal equipment and Intelligent Transportation System (ITS). All proposed devices for use on the Department’s network shall be inspected and reviewed by the Department for compliance with current Commonwealth of Virginia Information Security Standards. This inspection and review process will involve device testing for cybersecurity vulnerabilities overseen by the Department’s Office of Information Security (OIS) and Operations Technology Division (OTD). The Contractor shall be responsible for coordinating with equipment and software suppliers to complete and submit the required security checklist and device samples to the Department for vetting of items that have not been approved.

The Engineer will coordinate the Operations Technology Field Device Security Review with the Department’s Operations Technology Division. The Contractor shall allow 8 months for this review if the device has a cloud component or artificial intelligence. If cloud or artificial intelligence are not involved, then the Contractor should allow for 90 days for review once the initial Operations Technology Field Device Security Assessment form has been submitted.

The Operations Technology Critical Infrastructure list and the Operations Technology Field Device Security Assessment form are located on the Department’s website.

7-28-25 (SPCN)

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)

UNIFORMED FLAGGERS - The Contractor shall utilize off-duty uniformed police officers for control of traffic through signalized intersections during periods when the control equipment is non-operational. It is expressly understood that the work under this pay item exceeds the requirements and duties typically associated with flagger service. Off duty police officers will not be required to have VDOT flagger certification to perform this work. Police assisted flagger service will be measured and paid for in hours of in duty service. This price will be full compensation for furnishing uniform officers and all associated costs.

Payment will be made under:

Pay Item Pay Unit

Uniformed Flaggers Hours

9-29-08; Reissued 7-12-16_(SPCN)

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

6-13-17 (SPCN)

SAW-CUT ASPHALT CONCRETE (FULL DEPTH) — This work shall consist of saw cutting the existing asphalt concrete pavement to the full depth of the pavement section and as directed by the Engineer and removing and disposing of the existing deteriorated asphalt concrete.

Saw-cut asphalt concrete (full depth) will be measured in linear feet of existing asphalt concrete pavement saw cut to the full depth of the pavement section and will be paid for at the Contract unit price per foot. This price shall be full compensation for saw cutting the asphalt pavement and disposing of the existing deteriorated asphalt concrete.

Saw-Cut Asphalt Concrete (full depth) Linear Foot

12-22-25 (SPCN) 124205

MODIFY EXISTING JUNCTION BOX — This work shall consist of modifying existing junction box in accordance with Section 510 of the Specifications, as shown on the plans, and as directed by the Engineer.

Modify existing junction box will be measured in units of each and will be paid for at the Contract unit price per each. This price shall include modifying the existing junction box; removal or repair of the existing wiring, cables or conduits; connecting new wiring, cables or conduits; testing of functionality; excavating, backfilling, compacting, and restoring the existing area; disposing of all waste material at an offsite location;

and all labor, tools, and equipment needed to complete the work.

Modify existing junction box Each

3-18-26 (SPCN) 124205

MODIFY EXISTING SIGNAL — This work shall consist of modifying existing signal in accordance with Section 510 of the Specifications, as shown on the plans, and as directed by the Engineer.

Modify existing signal will be measured in units of each and will be paid for at the Contract unit price per each. This price shall include signal system modification; replacement of necessary wiring and equipment programming as necessary to provide for its operation at the traffic location shown on the plans; testing for proper functional operation; certification; and all labor, tools, and equipment needed to complete the work..

Modify existing signal Each

3-18-26 (SPCN) 124205

SP0F0-000100-00

Reissued July 12, 2016

PREDETERMINED MINIMUM WAGE RATES

"General Decision Number: VA20260104 01/02/2026

Superseded General Decision Number: VA20250104

State: Virginia

Construction Type: Highway

Counties: Augusta, Staunton* and Waynesboro* Counties in

Virginia.

*including the independent cities of Staunton and Waynesboro

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

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

and other major bridges).

Modification Number Publication Date

0 01/02/2026

ELEC0080-011 06/01/2025

Rates Fringes

ELECTRICIAN, Includes Traffic

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

SUVA2016-040 07/02/2018

Rates Fringes

CARPENTER, Includes Form Work....$ 17.65 0.00 https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/SP0F0-000100-00.docx

CEMENT MASON/CONCRETE FINISHER...$ 19.76 0.00

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

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

LABORER: Asphalt, Includes

Raker, Shoveler, Spreader and

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

LABORER: Common or General......$ 14.19 0.00

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

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

LABORER: Power Tool Operator....$ 15.69 0.00

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 20.53 0.00

OPERATOR: Bobcat/Skid

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

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

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

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

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

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

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

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

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

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

OPERATOR: Paver (Asphalt, Aggregate, and Concrete).........$ 16.92 0.00

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

OPERATOR: Roller................$ 15.85 0.00

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

OPERATOR: Asphalt Spreader and Distributor..................$ 16.40 0.00

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

TRAFFIC CONTROL: Flagger.......$ 13.13 1.94

TRUCK DRIVER : HEAVY 7CY &

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

TRUCK DRIVER: 1/Single Axle

Truck............................$ 16.59 0.00

TRUCK DRIVER: Fuel and

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

TRUCK DRIVER: HEAVY OVER 7

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

TRUCK DRIVER: MULTI AXLE........$ 18.74 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…