B10_128686.pdf

DEPARTMENT OF TRANSPORTATION

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

VirginiaDOT.org

WE KEEP VIRGINIA MOVING

July, 24 2026

Order No.: B10 Project: PSG8-968-798, N501

FHWA: STP-968-8(155)

District: Staunton County: District-wide Route: Various Bids: August 26, 2026

To Holders of Bid Proposals:

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

BID PROPOSAL

- SOI has been revised to replace obsoleted item codes 700SX20-0024 and 700SX20-0028 and replaced with item codes 700SD20-0007, 700SD20-0008, 700SD20-0009 and

700SD20-0232.

- NPA has been revised to show new item code descriptions in the Summary of Quantities tables on PDF pgs. and deletion of DEFINITION OF TYPES page.

- Proposal pgs. 268-271 have been updated to show revised page numbers due to deletion of DEFINITION OF TYPES page.

Sincerely, James L. Swanson, P.E.

State Contract Engineer Construction Division

Enclosures

ORDER NO.: B10

CONTRACT ID. NO.: C0000128686N01

Form C-6a

Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: VARIOUS

FHWA NUMBER: STP-968-8(155)

PROJECT NUMBER: PSG8-968-798, N501

COUNTY: DISTRICT-WIDE

DISTRICT: STAUNTON

DESCRIPTION: ON-CALL SIGNAL AND ITS IMPROVEMENTS

LOCATION: VARIOUS

DATE BID SUBMITTED: 10:00 AM WEDNESDAY, AUGUST 26, 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: PSG8-968-798, N501

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

(Principal*) (Surety Company)

By: By:

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

(Principal*) (Address)

(Officer, Partner or Owner) (Seal) (Surety Company)

(Principal*) (Attorney-in-Fact**) (Seal)

(Officer, Partner or Owner) (Seal) (Address)

*Note: If the principal is a joint venture, each party thereof must be named and execution made by same hereon. If there is more than one surety to the bid bond, each surety must be named and execution shall be made by same hereon.

Electronic Bid Only: In lieu of completing the above section of the Contract Performance Bond, the Principal shall file an Electronic Bid Bond when bidding electronically. By signing below the Principal is ensuring the identified electronic bid bond has been executed and the Principal and Surety are firmly bound unto the Commonwealth of Virginia under the same conditions of the bid bond as shown above.

Electronic Bid Bond ID# Company/Bidder Name Signature and Title

**Attach copy of Power of Attorney

Form C-48 Rev. 10-03-25

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION,

AND VENDOR SURVEY FORM (ALL VENDORS)

PROJECT

NO.

PSG8-968-798, N501

CONTRACT I.D.

NO.

C0000128686N01

FHWA NO. STP-968-8(155)

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, AUGUST 26, 2026

PROJECT NUMBER: PSG8-968-798, N501

ROUTE NUMBER: VARIOUS

FHWA NUMBER: STP-968-8(155)

DESCRIPTION: ON-CALL SIGNAL AND ITS IMPROVEMENTS

LOCATION: VARIOUS

DISTRICT: STAUNTON COUNTY: DISTRICT-WIDE

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

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

COMPLETION DATE: NOVEMBER 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 07/24/2026Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000128686N01 PSG8-968-798, N501

Order No.: B10

Oversight/State Project No.:

Federal Project No.: STP-968-8(155)

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 303SD20-0030

INLET PROTECTION TYPE A EA

4.000

0020 303SD20-0031

INLET PROTECTION TYPE B EA

8.000

0030 303SD20-0034

TEMP. SILT FENCE TYPE A LF

2,000.000

0040 303SX20-0005

ROCK EXCAVATION CY

100.000

ATTD

0050 303SX20-0012

UTILITY TEST PIT UNPAVED EA

6.000

ATTD

0060 303SX20-0013

UTILITY TEST PIT ASPHALT

CONCRETE

EA

8.000

ATTD

0070 315SD20-0104

SAW-CUT ASPHALT

CONCRETE FULL DEPTH

LF

300.000

0080 504SD20-0001

CONCRETE CLASS A3 MISC. CY

50.000

302, 504

0090 510SX20-0025

RECONSTRUCT EXIST.

PATCH ASPHALT CONCRETE

PAVEMENT

CY

10.000

ATTD

0100 510SX20-0031

MODIFY EXIST. CONTROLLER

CABINET

EA

5.000

0110 510SX20-0038

REMOVE EXIST. ASPHALT SY

10.000

ATTD

0120 510SX20-0038

REMOVE EXIST. MEDIAN

STRIP MS-1

SY

150.000

0130 510SX20-0039

REMOVE EXIST.

CONDUCTOR CABLE

LF

4,000.000

REVISED 7/24/26

Schedule of Items Page: 3

Proposal ID: C0000128686N01 PSG8-968-798, N501

Order No.: B10

Oversight/State Project No.:

Federal Project No.: STP-968-8(155)

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 510SX20-0040

REMOVE EXIST.

CONTROLLER CABINET

FOUNDATION

EA

2.000

0150 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

600.000

0160 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

820.000

0170 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

640.000

0180 512SD20-0026

ELECTRONIC ARROW BOARD HR

620.000

0190 512SD20-0027

FLAGGER SERVICE HR

480.000

0200 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

300.000

0210 512SX20-0040

POLICE PATROL UNIFORMED

FLAGGER

HR

120.000

ATTD

0220 513SX20-0001

MOBILIZATION ON-CALL TASK

ORDER GREATER THAN

$100,000 (STAUNTON

DISTRICT-WIDE)

EA

3.000

ATTD

0230 513SX20-0001

MOBILIZATION ON-CALL TASK

ORDER LESS THAN $100,000

(STAUNTON DISTRICT-WIDE)

EA

2.000

ATTD

0240 700SD20-0003

REMOVE EXISTING 1 POST

SIGN STRUCTURE

EA

10.000

Schedule of Items Page: 4

Proposal ID: C0000128686N01 PSG8-968-798, N501

Order No.: B10

Oversight/State Project No.:

Federal Project No.: STP-968-8(155)

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.

0250 700SD20-0007

REMOVE EXISTING 1 POST

SIGN PANEL

EA

3.000

0260 700SD20-0008

REMOVE EXISTING 2 POST

SIGN PANEL

EA

1.000

0270 700SD20-0009

REMOVE EXISTING 3 POST

SIGN PANEL

EA

1.000

0280 700SD20-0010

REMOVE EXIST OVERHEAD

SIGNAL SIGN PANEL

EA

1.000

0290 700SD20-0012

RELOCATE EX. 1 POST GRND

MOUNT SGN PANEL

EA

5.000

0300 700SD20-0036

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

GAUGE

LF

100.000

0310 700SD20-0041

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

10.000

0320 700SD20-0060

ELECTRICAL SERVICE SE-5 EA

4.000

0330 700SD20-0066

PEDESTAL POLE PF-2, 10' EA

1.000

0340 700SD20-0068

CONC. FOUND. PF-8 CY

72.000

0350 700SD20-0069

CONC. FOUND. PF-2 EA

1.000

0360 700SD20-0073

CONC. FOUND. CF-3 EA

2.000

0370 700SD20-0084

WOOD POLE CL. 4, 40' EA

1.000

Schedule of Items Page: 5

Proposal ID: C0000128686N01 PSG8-968-798, N501

Order No.: B10

Oversight/State Project No.:

Federal Project No.: STP-968-8(155)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0380 700SD20-0094

SIGNAL MAST ARM POLE MP-

3, TY. D

EA

1.000

0390 700SD20-0095

SIGNAL MAST ARM POLE MP-

3, TY. E1

EA

2.000

0400 700SD20-0097

SIGNAL MAST ARM POLE MP-

3, TY. F

EA

3.000

0410 700SD20-0100

MAST ARM 49' EA

6.000

0420 700SD20-0101

MAST ARM 60' EA

3.000

0430 700SD20-0104

MAST ARM 75', CASE 1

LOADING

EA

1.000

0440 700SD20-0105

MAST ARM 75', CASE 2

LOADING

EA

1.000

0450 700SD20-0110

14/2 CONDUCTOR CABLE LF

600.000

0460 700SD20-0112

14/4 CONDUCTOR CABLE LF

1,550.000

0470 700SD20-0114

14/7 CONDUCTOR CABLE LF

4,025.000

0480 700SD20-0118

14/1 CONDUCTOR CABLE

ENCLOSED

LF

1,000.000

0490 700SD20-0120

14/2 CONDUCTOR CABLE

SHIELDED

LF

1,000.000

0500 700SD20-0123

CAT 5 OUTDOOR CABLE LF

1,650.000

Schedule of Items Page: 6

Proposal ID: C0000128686N01 PSG8-968-798, N501

Order No.: B10

Oversight/State Project No.:

Federal Project No.: STP-968-8(155)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0510 700SD20-0134

ELECTRICAL SERVICE SE-4,

TY. A

EA

2.000

0520 700SD20-0135

ELECTRICAL SERVICE SE-4,

TY. B

EA

1.000

0530 700SD20-0141

2 CONDUCTOR CABLE LF

250.000

0540 700SD20-0142

4 CONDUCTOR CABLE LF

400.000

0550 700SD20-0143

6 CONDUCTOR CABLE LF

500.000

0560 700SD20-0144

8 CONDUCTOR CABLE LF

500.000

0570 700SD20-0174

ELECTRICAL SERVICE WORK

PAD

EA

2.000

0580 700SD20-0177

JUNCTION BOX JB-S1 EA

8.000

0590 700SD20-0178

JUNCTION BOX JB-S2 EA

12.000

0600 700SD20-0179

JUNCTION BOX JB-S3 EA

5.000

0610 700SD20-0180

JUNCTION BOX JB-S4 EA

2.000

0620 700SD20-0181

ELECT. SER. GRD.

ELECTRODE 10'

EA

6.000

0630 700SD20-0182

CONDUIT PVC 1" LF

150.000

0640 700SD20-0183

CONDUIT METAL 1" LF

50.000

Schedule of Items Page: 7

Proposal ID: C0000128686N01 PSG8-968-798, N501

Order No.: B10

Oversight/State Project No.:

Federal Project No.: STP-968-8(155)

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 700SD20-0185

CONDUIT METAL 1-1/4" LF

75.000

0660 700SD20-0191

BORED CONDUIT 2" LF

575.000

0670 700SD20-0192

BORED CONDUIT 3" LF

1,125.000

0680 700SD20-0193

BORED CONDUIT 4" LF

400.000

0690 700SD20-0194

CONDUIT PVC 2" LF

225.000

0700 700SD20-0195

CONDUIT PVC 3" LF

350.000

0710 700SD20-0196

CONDUIT PVC 4" LF

1,200.000

0720 700SD20-0197

TRENCH EXCAVATION ECI-1 LF

350.000

0730 700SD20-0198

TRENCH EXCAVATION ECI-2 LF

200.000

0740 700SD20-0199

TEST BORE EA

6.000

0750 700SD20-0224

LUMINAIRE ARM 16' EA

8.000

0760 700SD20-0232

PEDESTAL POLE PF-2, 15' EA

2.000

0770 700SX20-0007

CONDUCTOR CABLE #8

BOND WIRE

LF

600.000

0780 700SX20-0007

CONDUCTOR CABLE

EMERGENCY PREEMPTION

LF

1,550.000

Schedule of Items Page: 8

Proposal ID: C0000128686N01 PSG8-968-798, N501

Order No.: B10

Oversight/State Project No.:

Federal Project No.: STP-968-8(155)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0790 700SX20-0010

TRAFFIC SIGNALIZATION

ACCESSIBLE PEDESTRIAN

SYSTEM PUSHBUTTON

STATION

EA

4.000

ATTD

0800 700SX20-0010

TRAFFIC SIGNALIZATION APS

MOUNTING EXTENDER 4" - 7"

EA

2.000

ATTD

0810 700SX20-0010

TRAFFIC SIGNALIZATION APS

MOUNTING EXTENDER 4" - 7"

W/90 DEGREE ADAPTER

EA

2.000

ATTD

0820 700SX20-0010

TRAFFIC SIGNALIZATION APS

MOUNTING EXTENDER 7" -

13"

EA

2.000

ATTD

0830 700SX20-0010

TRAFFIC SIGNALIZATION APS

MOUNTING EXTENDER 7" -

13" W/90 DEGREE ADAPTER

EA

2.000

ATTD

0840 700SX20-0010

TRAFFIC SIGNALIZATION ATC

CABINET - COMBINATION

CONFIGURATION (32

OUTPUTS)

EA

3.000

ATTD

0850 700SX20-0010

TRAFFIC SIGNALIZATION

AUX. PREEMPTION OPTICAL

DET. 3-WAY

EA

4.000

0860 700SX20-0010

TRAFFIC SIGNALIZATION

CONTROLLER

EA

4.000

0870 700SX20-0010

TRAFFIC SIGNALIZATION

EMERGENCY PREEMPTION 3

WAY

EA

3.000

ATTD

Schedule of Items Page: 9

Proposal ID: C0000128686N01 PSG8-968-798, N501

Order No.: B10

Oversight/State Project No.:

Federal Project No.: STP-968-8(155)

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.

0880 700SX20-0010

TRAFFIC SIGNALIZATION

HEAD SECTION 12" LED

EA

107.000

0890 700SX20-0010

TRAFFIC SIGNALIZATION

MALFUNCTION

MANAGEMENT UNIT

EA

3.000

ATTD

0900 700SX20-0010

TRAFFIC SIGNALIZATION

REMOVE CAMERA (VIDEO

DETECTION OR CCTV)

EA

2.000

0910 700SX20-0010

TRAFFIC SIGNALIZATION

REMOVE ELECTRICAL

SERVICE

EA

3.000

0920 700SX20-0010

TRAFFIC SIGNALIZATION

UNINTERRUPT. PWR SUPPLY

BATTERY PAC 100AH 12V

EA

3.000

0930 700SX20-0010

TRAFFIC SIGNALIZATION

VIDEO DETECTION CAMERA

(360 DEGREE FISHEYE),

(MIOVISION)

EA

9.000

ATTD

0940 700SX20-0010

TRAFFIC SIGNALIZATION

VIDEO DETECTION SYSTEM

(TYPE III) (MIOVISION)

EA

3.000

ATTD

0950 700SX20-0022

CONC FOUNDATION CONC.

FOUND. CF-5

EA

3.000

ATTD

0960 701SD20-0001

SIGN PANEL SF

24.500

0970 703SD20-0007

TRAF. SIG. HEAD SECT. 12"

HVS BACKPLATE

EA

84.000

Schedule of Items Page: 10

Proposal ID: C0000128686N01 PSG8-968-798, N501

Order No.: B10

Oversight/State Project No.:

Federal Project No.: STP-968-8(155)

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.

0980 703SD20-0034

HANGER ASSEMBLY SM-3,

ONE WAY

EA

4.000

0990 703SD20-0036

HANGER ASSEMBLY SMB-1,

ONE WAY

EA

1.000

1000 703SD20-0037

HANGER ASSEMBLY SMB-2,

ONE WAY

EA

4.000

1010 703SD20-0038

HANGER ASSEMBLY SMB-2,

TWO WAY

EA

4.000

1020 703SD20-0042

LOOP SAW CUT 3/8" LF

250.000

1030 703SD20-0043

LOOP SAW CUT 5/8" LF

30.000

1040 703SD20-0044

REMOVE EXISTING POLE EA

8.000

1050 703SD20-0045

REMOVE EXISTING

FOUNDATION

EA

10.000

1060 703SD20-0046

REMOVE EXISTING SIGNAL

HEAD

EA

21.000

1070 703SD20-0047

REMOVE EXISTING

CONTROLLER

EA

2.000

1080 703SD20-0048

REMOVE EXISTING

MANHOLE/JUNCTION BOX

EA

2.000

1090 703SD20-0049

RELOCATE EXISTING SIGNAL

HEAD

EA

2.000

Schedule of Items Page: 11

Proposal ID: C0000128686N01 PSG8-968-798, N501

Order No.: B10

Oversight/State Project No.:

Federal Project No.: STP-968-8(155)

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.

1100 703SD20-0053

UNINTERRUPT. PWR SUPPLY

TYPE 2

EA

3.000

1110 703SD20-0061

PEDESTRIAN SIGNAL HEAD

SP-9

EA

4.000

1120 703SX20-0004

HANGER ASSEMBLY SM-3

ONE WAY CLUSTER

EA

4.000

1130 703SX20-0004

HANGER ASSEMBLY SM-3

ONE WAY IN LINE

EA

19.000

1140 703SX20-0004

HANGER ASSEMBLY SMD-2

MAST ARM VARIOUS

EA

4.000

1150 704SD20-0007

TYPE B CLASS I PVMT LINE

MRKG 6"

LF

1,000.000

1160 704SD20-0012

TYPE B CLASS II PVMT LINE

MRKG 6"

LF

150.000

1170 704SD20-0015

TYPE B CLASS II PVMT LINE

MRKG 24"

LF

161.000

1180 704SD20-0048

PVMT SYMB MRKG SGL

TURN ARR. TY B CL II

EA

4.000

1190 704SD20-0051

DBL TURN ARR.THRU/LT OR

RT TY B, CL II

EA

2.000

1200 801SD20-0001

ITS CONTROLLER CABINET

GROUND MOUNTED

EA

2.000

Schedule of Items Page: 12

Proposal ID: C0000128686N01 PSG8-968-798, N501

Order No.: B10

Oversight/State Project No.:

Federal Project No.: STP-968-8(155)

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.

1210 801SX20-0003

COMMUNICATION EQUIP.

ARMORED FIBER OPTIC

DROP CABLE (12 STRANDS)

LF

1,000.000

ATTD

1220 801SX20-0003

COMMUNICATION EQUIP. CAT

5E SHIELDED OUTDOOR

CABLE

LF

1,000.000

ATTD

1230 801SX20-0003

COMMUNICATION EQUIP. CAT

6E SHIELDED OUTDOOR

CABLE

LF

1,000.000

ATTD

1240 802SD20-0001

UNINTERRUPTIBLE POWER

SUPPLY ITS-CC

EA

2.000

1250 804SD20-0001

DYNAMIC MSG. SIGN TYPE 1

FULL COLOR

EA

1.000

1260 804SD20-0003

DYNAMIC MSG. SIGN TYPE 2

FULL COLOR

EA

1.000

1270 804SD20-0010

DMS BUTTERFLY

STRUCTURE TYPE 1

EA

1.000

1280 804SD20-0011

DMS BUTTERFLY

STRUCTURE TYPE 2

EA

1.000

1290 804SD20-0012

DMS COMMUNICATION

CABLE

LF

200.000

1300 804SD20-0019

DMS SUPPORT MATERIALS

PACKAGE

EA

2.000

1310 805SD20-0001

VDS DETECTOR EA

4.000

Schedule of Items Page: 13

Proposal ID: C0000128686N01 PSG8-968-798, N501

Order No.: B10

Oversight/State Project No.:

Federal Project No.: STP-968-8(155)

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.

1320 808SD20-0001

FIBER OPTIC CABLE 24

STRAND

LF

1,000.000

1330 808SD20-0002

FIBER OPTIC CABLE 48

STRAND

LF

10,000.000

1340 808SD20-0003

FIBER OPTIC CABLE 96

STRAND

LF

1,000.000

1350 808SD20-0004

FIBER OPTIC DROP CABLE 12

STRAND

LF

5,000.000

1360 808SD20-0005

PRE-TERMINATED FIBER

PATCH PANEL

EA

3.000

1370 808SD20-0006

UNDERGROUND SPLICE

ENCLOSURE

EA

2.000

1380 808SD20-0007

FIBER DISTRIBUTION

CENTER

EA

2.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Virginia Department of Transportation 07/13/2026Date Printed:

Page

Bid Items Eligible For Fuel Adjustment

C0000128686N01

B10

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

_______CONCRETE CLASS A3 MISC. 1.892504SD20-0001

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Virginia Department of Transportation 07/13/2026Date Printed:

Page

Bid Items Eligible For Steel Price Adjustment

C0000128686N01

B10

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

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

_______SIGNAL MAST ARM POLE MP-3, TY. D700SD20-0094

_______SIGNAL MAST ARM POLE MP-3, TY. E1700SD20-0095

_______SIGNAL MAST ARM POLE MP-3, TY. F700SD20-0097

_______MAST ARM 49'700SD20-0100

_______MAST ARM 60'700SD20-0101

_______MAST ARM 75', CASE 1 LOADING700SD20-0104

_______MAST ARM 75', CASE 2 LOADING700SD20-0105

_______SIGNAL POLE PEDESTAL POLE PF-2, 15'700SX20-0024

_______DMS BUTTERFLY STRUCTURE TYPE 1804SD20-0010

_______DMS BUTTERFLY STRUCTURE TYPE 2804SD20-0011

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

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

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

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

CN105-000140-00 SEC 105.14—MAINTENANCE DURING CONSTRUCTION 12-20-24 (SPCN) 1

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

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

CN801-000100-00 TRAFFIC SIGNAL AND ITS EQUIPMENT APPROVAL 7-28-25 (SPCN) 4

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

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

CQ512-000120-00 UNIFORMED FLAGGERS R-7-12-16 (SPCN) 6

REMOVE EXISTING ASPHALT 11-17-21 (SPCN) 7

ROCK EXCAVATION 5-5-21 (SPCN) 7

SECTION 809 MANAGED FIELD ETHERNET SWITCH 7-1-26 (SPCN) 7

CONCRETE FOUNDATION CF-5 7-23-19 (SPCN) 8

MALFUNCTION MANAGEMENT UNIT (MMU) INSTALL 5/1/26 (SPCN) 8

ACCESSIBLE PEDESTRIAN SYSTEM 9/27/21(SPCN) 8

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

SP0F0-000130-02 FHWA 1273—REQ. PROVISIONS, FED-AID 10-3-23 46

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 73

SP100-000120-01 RENEWABLE ON CALL CONTRACTS GENERAL PROVISIONS 11-4-20 79

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 85

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 86

*SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1-21/20 87

SP107-001510-06 INTERIM DBE REQUIREMENTS 1-26-26 89

SP107-003100-00 MADE IN THE USA REQUIREMENTS 10-03-25 93

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 100

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 102

SP109-000130-01 ELECTRONIC OR PRINTED WEIGH TICKETS 3-10-25 107

SP700-000180-03 MODIFICATIONS TO AASHTO’S SIGN STRUCT. SPEC. 9-29-20 113

SP703-000100-00 MAST ARM HANGER ASSEMBLY STD SM-3 & SMD-2 I-7-12-16 118

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 125

SQ105-000611-01 SEC 105.06 — SUBCONTRACTING (FED FUNDED PROJECTS) 2-9-17 (SP) 127

SQ107-001310-00 PREVAILING WAGE RATES FOR RENEWABLE ON CALL CONTR. 10-12-23 128

SS109-002020-01 SEC 109 — MEASUREMENT AND PAYMENT 5-1-23 132

SS211-002020-03 SEC 211 – ASPHALT CONCRETE 3-18-24 135

SS220-002020-01 SEC 220 – CONCRETE CURING MATERIALS 8-28-20 140

SS223-002020-02 SEC 223 – STEEL REINFORCEMENT 4-4-23 141

SS234-002020-01 SEC 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 142

SS235-002020-01 SEC 235 – RETROREFLECTORS 5-6-22 143

SS236-002020-01 SEC 236 – WOOD PRODUCTS 5-14-21 144

SS246-002020-02 SEC 246 – PAVEMENT MARKING 5-6-22 148

SS248-002020-02 SEC 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 156

SS305-002020-02 SEC 305 – SUBGRADE AND SHOULDERS 12-20-23 158

SS308-002020-01 SEC 308 - SUBBASE COURSE 7-13-21 160

SS309-002020-01 SEC 309 - AGGREGATE BASE COURSE 7-13-21 161

SS315-002020-05 SEC 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 162

SS317-002020-01 SEC 317— STONE MATRIX ASPHALT CONCRETE PLACEMENT 6-21-24 181

SS318-002020-01 SEC 318 — PAVEMENT INTERLAYERS 8-2-23 183

SS319-002020-02 SEC 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 184

SS321-002020-02 SEC 321 – TRENCH WIDENING 5-4-23 188

SS407-002020-02 SEC 407 – STEEL & METAL STRUCT 11-01-22 190

TABLE OF CONTENTS FOR PROVISIONS

SS411-002020-01 SEC 411 – PROT. COAT. OF METAL 11-01-22 192

SS512-002020-03 SEC 512 – MAINTAINING TRAFFIC 7-1-22 193

SS704-002020-02 SEC 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 206

VERIFYING EXISTING UTILITY LOCATIONS 11-7-19 212

ARMORED FIBER OPTIC CABLE 7-24-25 214

(ATC) CABINET – COMBINATION CONFIGURATION 6-26-20 226

EMERGENCY PREEMPTION EQUIPMENT 12-14-22 242

ACCESSIBLE PEDESTRIAN SIGNALS EQUIPMENT 11-12-21 244

VIDEO DETECTION SYSTEM - TYPE III 3/16/24 250

RECONSTRUCT EXISTING PATCH ASPHALT CONCRETE PAVEMENT 10-31-22 254

NO PLAN ASSEMBLY 256

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.

cn801-000100-00 July 28, 2025 (SPCN)

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.

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

DRUG-FREE WORKPLACE – The Contractor shall:

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

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

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

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

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

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

EQUAL EMPLOYMENT OPPORTUNITY

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

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

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

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

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

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

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

CQ512-000120-00 July 12, 2016 (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

REMOVE EXISTING ASPHALT — This work shall consist of breaking up, removing and disposing of existing asphalt at the location(s) specified in the Plans and all necessary excavation and disposal of waste materials.

Remove Existing Asphalt will be measured in square yards and will be paid for at the Contract unit price per square yard. This price shall include breaking up, removing and disposing of existing asphalt and all necessary excavation and disposal of waste materials.

Remove Existing Asphalt Square Yard

11-17-21 (SPCN)

ROCK EXCAVATION-- shall be performed in accordance with Section 303 of the Specifications.

Rock excavation will be measured in cubic yards in accordance with Section 303.06 of the Specifications for Regular Excavation and will be paid for at the Contract cubic yard price. This price shall include excavation and disposal of surplus or unsuitable material.

Rock Excavation Cubic Yard

5-5-21 (SPCN)

SECTION 809 MANAGED FIELD ETHERNET SWITCH of the Specifications is amended as follows:

SECTION 809 MEASUREMENT AND PAYMENT is amended to include the following:

CAT 6E COMMUNICATION SHIELDED OUTDOOR CABLE be measured in units of linear feet and will be paid for at the Contract linear foot price. This price shall include furnishing and installing and terminating the cables for connection and all incidentals hardware and materials necessary to complete the work.

CAT 5E SHIELDED, OUTDOOR CABLE will be measured in units of linear feet and will be paid for at the Contract unit price per linear foot. This price shall include furnishing and installing the Cat 5E shielded, outdoor cable; connectors; and all incidental hardware and materials necessary to complete the work.

Communication Equip. CAT 6E Shielded Outdoor Cable Linear Foot

Cat 5E Shielded, Outdoor Cable Linear Foot

7-1-26 (SPCN)

CONCRETE FOUNDATION CF-5 – Concrete Foundation CF-5 shall be in accordance with the Plans and Section 700 of the Specifications.

Concrete foundation CF-5 will be measured units of each and will be paid for at the contract unit price per each for the concrete foundation specified in Plans. This price shall include providing foundation design and shop drawings; concrete, reinforcing steel, anchor bolts, washers, nuts, bolt circle templates, lubricant, torque, ultrasonic test on anchor bolts, grounding electrodes (including grounding electrode clamps, grounding electrode conductors, and installation), conduits, testing grounding conductor-to-electrode continuity, excavating, backfilling, compacting, disposing of surplus and unsuitable material, and restoring disturbed areas.

Concrete Foundation CF-5 Each

7-23-19 (SPCN)

MALFUNCTION MANAGEMENT UNIT (MMU)

Malfunction Management Units shall conform to the requirements of Section 703.02(b)7 Malfunction Management Unit in the Road and Bridge Specifications.

Malfunction Management Unit will be measured in units of each for the type specified and will be paid for at the contract unit price per each. This price shall include furnishing and installing malfunction management unit, and mounting hardware when required and all incidentals necessary to complete the work.

Malfunction Management Unit EA

5/1/2026 (SPCN)

ACCESSIBLE PEDESTRIAN SYSTEM

This work shall consist of furnishing and installing an accessible pedestrian system at signalized intersections in accordance with the Contract and Manufacturer’s installation instructions Contractor shall provide Polara iNS Navigator Accessible Pedestrian Systems. iNS2 2-wire Navigator Accessible Pedestrian Systems shall be equipped with the appropriate number of iDS2 touchless push button stations.

The Contractor shall furnish all equipment, materials, and labor necessary for the installation of a complete accessible pedestrian system in accordance with Manufacture’s recommendations and instructions. The Contractor shall install accessible pedestrian systems at locations as indicated in plans and in accordance with Manufacturer’s recommendations. Contractor shall integrate accessible pedestrian systems (APS) into the operation of the traffic signals. APS systems shall be programmed with audible word/voice messages as indicated on the plans.

9/27/21 (SPCN)

SP0F0-000100-00

Reissued July 12, 2016

PREDETERMINED MINIMUM WAGE RATES

"General Decision Number: VA20260193 05/18/2026

State: Virginia

Construction Types: Highway

Counties: Virginia Counties of Warren

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

PLAS0891-011 06/01/2020

CEMENT MASON/CONCRETE FINISHER......................$ 20.70 8.03

SUVA2016-078 07/02/2018

TRUCK DRIVER: SINGLE & MULTI AXLE...................$ 18.84 0.00

TRUCK DRIVER: HEAVY OVER 7 CY.....................$ 18.05 0.00

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

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

TRAFFIC CONTROL: FLAGGER..........................$ 13.64 0.00

PAVEMENT MARKING TRUCK DRIVER.......................$ 18.78 0.00

PAVEMENT MARKING OPERATOR...........................$ 22.15 0.00

OPERATOR: BULLDOZER, INCLUDING UTILITY..............$ 20.64 0.00

OPERATOR:…