829891vadotA66_120697.pdf

ORDER NO.: A66

CONTRACT ID. NO.: C0000120697C01

Form C-6a

Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 114

FHWA NUMBER: STP-5150(252)

PROJECT NUMBER: 0114-060-873, C501

COUNTY: MONTGOMERY

DISTRICT: SALEM

DESCRIPTION: INTERSECTION IMPROVEMENTS / PEDESTRIAN ACCOMODATIONS

FROM: 0.129 MI. W. OF RTE. 685

TO: 0.151 MI. E. OF RTE. 685

DATE BID SUBMITTED: 10:00 AM WEDNESDAY, JULY 22, 2026

Form C-118 Rev. 2-1-24

COMMONWEALTH OF VIRGINIA

NOTICE TO BIDDERS

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

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

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

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

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

5. Bid bonds shall conform to Section 102.07. The bid bond number shall be placed in the appropriate space in your electronic bid. As an alternative you may complete the bottom line of the Form C-24. This form may be mailed or faxed but must be received prior to the opening of the bids.

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

https://bidx.com/site/home http://cabb.virginiadot.org/

Form C-24 Rev. 7-6-05

PROPOSAL GUARANTY

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

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

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

SIGNED, sealed and dated this Day of , 20

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

PROJECT NUMBER: 0114-060-873, 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.: 0114-060-873, C501 CONTRACT I.D. NO.: C0000120697C01

FHWA NO.: STP-5150(252) 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.

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

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 OF 1

TERMS OF THE PROPOSAL / CONTRACT

SUBMITTED: 10:00 AM WEDNESDAY, JULY 22, 2026

PROJECT NUMBER: 0114-060-873, C501

ROUTE NUMBER: 114

FHWA NUMBER: STP-5150(252)

DESCRIPTION: INTERSECTION IMPROVEMENTS / PEDESTRIAN ACCOMODATIONS

FROM: 0.129 MI. W. OF RTE. 685

TO: 0.151 MI. E. OF RTE. 685

DISTRICT: SALEM COUNTY: MONTGOMERY

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 5, 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

Schedule of Items

Date Printed: 06/08/2026

Page: 1

Proposal ID: C0000120697C01 0114-060-873, C501

Order No.: A66

Oversight/State Project No.:

Federal Project No.: STP-5150(252)

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 108SP20-0001

BASELINE PROGRESS

SCHEDULE

LUMP SUM _________._____LUMP SUM

ATTD

0020 108SP20-0002

PROGRESS SCHEDULE

UPDATES

EA

12.000

ATTD

0030 301SD20-0001

CLEARING AND GRUBBING LUMP SUM _________._____LUMP SUM

0040 302SD20-0002

BEDDING MATL. AGGR. NO.

TON

176.900

ATTD

0050 302SD20-0004

CONCRETE CLASS A4 BOX

CULVERT

CY

16.900

0060 302SD20-0005

REINF. STEEL LB

1,467.000

302, 406

0070 302SD20-0030

18" CONC. PIPE LF

288.000

0080 302SD20-0032

18" STORM SEWER PIPE LF

1,028.000

0090 302SD20-0041

24" STORM SEWER PIPE LF

24.000

0100 302SD20-0200

18" END SECTION ES-1 OR 2 EA

2.000

0110 302SD20-0239

DROP INLET DI-2A EA

1.000

0120 302SD20-0242

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

2.000

0130 302SD20-0243

DROP INLET DI-2B,L=8' EA

2.000

0140 302SD20-0309

DROP INLET DI-3A EA

2.000

Date Printed: 06/08/2026

Page: 2

Proposal ID: C0000120697C01 0114-060-873, C501

Order No.: A66

Oversight/State Project No.:

Federal Project No.: STP-5150(252)

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.

0150 302SD20-0312

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

3.000

0160 302SD20-0314

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

2.000

0170 302SD20-0321

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

1.000

0180 302SD20-0329

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

1.000

0190 302SD20-0446

DROP INLET DI-5 EA

1.000

0200 302SD20-0662

MANHOLE MH-1 OR 2 LF

28.500

0210 302SD20-0663

FRAME & COVER MH-1 EA

6.000

0220 303SD20-0001

REGULAR EXCAVATION CY

2,341.000

0230 303SD20-0007

BORROW EXCAVATION CY

2,391.000

0240 303SD20-0013

GEOTEXTILE EMBANKMENT

STAB.

SY

130.000

0250 303SD20-0017

MINOR STR. EXCAV. BOX

CULVERT

CY

8.900

0260 303SD20-0018

SLOPE DRAIN EA

1.000

0270 303SD20-0022

CHECK DAM ROCK TY. I EA

19.000

0280 303SD20-0023

CHECK DAM ROCK TY. II EA

19.000

Date Printed: 06/08/2026

Page: 3

Proposal ID: C0000120697C01 0114-060-873, C501

Order No.: A66

Oversight/State Project No.:

Federal Project No.: STP-5150(252)

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.

0290 303SD20-0028

DEWATERING BASIN EC-8 EA

1.000

0300 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

440.000

0310 303SD20-0030

INLET PROTECTION TYPE A EA

1.000

0320 303SD20-0031

INLET PROTECTION TYPE B EA

16.000

0330 303SD20-0032

GEOTEXTILE FABRIC SY

229.000

0340 303SD20-0033

TEMP. SILT FENCE TYPE B LF

630.000

0350 303SD20-0034

TEMP. SILT FENCE TYPE A LF

566.000

0360 303SX20-0008

GEOTEXTILE

GEOSYNTHETIC

REINFORCEMENT

SY

114.000

ATTD

0370 303SX20-0013

UTILITY TEST PIT ASPHALT

CONCRETE

EA

5.000

ATTD

0380 303SX20-0017

REINFORCED SOIL SLOPE

TY. A 1H:2V

SF

1,955.000

ATTD

0390 305SD20-0010

AGGR. MATL. NO. 1 TON

909.000

0400 305SP20-0006

MANUAL SHOULDERS

RESTORATION

LF

35.000

ATTD

0410 308SD20-0001

AGGR. MATL. NO. 1 TON

3.800

Date Printed: 06/08/2026

Page: 4

Proposal ID: C0000120697C01 0114-060-873, C501

Order No.: A66

Oversight/State Project No.:

Federal Project No.: STP-5150(252)

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.

0420 308SD20-0006

AGGR. MATL. NO. 21A OR 21B TON

98.600

0430 308SD20-0007

AGGR. MATL. NO. 21B TON

91.000

0440 309SD20-0010

AGGR. BASE MATL. TY. I NO.

21B

TON

730.000

0450 315SD20-0005

ASPHALT CONCRETE TY. IM-

19.0D CONST

TON

169.000

0460 315SD20-0008

ASPHALT CONCRETE TY. SM-

9.5D CONST

TON

1,141.000

0470 315SD20-0010

ASPHALT CONCRETE BM-25.0 TON

444.000

0480 315SX20-0011

SAW-CUT ASPH CONC FULL

DEPTH

LF

2,286.000

0490 316SX20-0010

SAW-CUT

HYDR.CEM.CONC.PAVE. .

LF

14.000

0500 402SX20-0002

TEMP SUPPORT OF

EXCAVATION TEMPORARY

SHORING

LUMP SUM _________._____LUMP SUM

ATTD

0510 403SD20-0005

STEEL PILES 10" LF

423.000

0520 414SD20-0003

EROSION CTRL. STONE CL. I,

EC-1

TON

133.000

0530 414SD20-0007

DRY RIPRAP CL. AI SY

81.000

0540 502SD20-0011

CURB, STD. CG-2 LF

631.000

Date Printed: 06/08/2026

Page: 5

Proposal ID: C0000120697C01 0114-060-873, C501

Order No.: A66

Oversight/State Project No.:

Federal Project No.: STP-5150(252)

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.

0550 502SD20-0012

CURB, RADIAL CG-2 LF

292.000

0560 502SD20-0022

COMB. CURB & GUTTER,

STD. CG-6

LF

428.000

0570 502SD20-0023

COMB. CURB & GUTTER,

RAD. CG-6

LF

176.000

0580 502SX20-0008

COMB. CURB & GUTTER . LF

76.000

0590 503SD20-0002

R/W MONUMENT RM-2 EA

12.000

0600 504SD20-0001

CONCRETE CLASS A3 MISC. CY

12.100

302, 504

0610 504SD20-0002

CG-12 DETECTABLE

WARNING SURFACE

SY

16.000

0620 504SD20-0003

HYDR. CEMENT CONC.

SIDEWALK 4"

SY

385.000

0630 504SD20-0014

HANDRAIL HR-1 TYPE II LF

115.000

0640 505SD20-0009

REMOVE EX. GUARDRAIL

TERMINAL

EA

1.000

0650 505SD20-0011

GUARDRAIL GR-MGS1 LF

307.000

0660 505SD20-0013

GUARDRAIL GR-MGS1, 9'

POST

LF

13.000

0670 505SD20-0014

RADIAL GUARDRAIL GR-

MGS1

LF

74.000

Date Printed: 06/08/2026

Page: 6

Proposal ID: C0000120697C01 0114-060-873, C501

Order No.: A66

Oversight/State Project No.:

Federal Project No.: STP-5150(252)

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.

0680 505SD20-0017

GUARDRAIL TERMINAL GR-

MGS2

EA

1.000

0690 505SD20-0019

GUARDRAIL HEIGHT

TRANSITION GR-MGS4

EA

1.000

0700 505SD20-0073

REMOVE EXISTING

GUARDRAIL

LF

362.000

0710 506SD20-0002

RETAINING WALL RW-3 CY

27.000

0720 506SD20-0007

RETAINING WALL

EXCAVATION

CY

76.000

0730 507SD20-0027

HIGH VISIBILITY FENCE, 4

FEET

LF

294.000

0740 508SD20-0004

DEMO. OF PAVEMENT

FLEXIBLE

SY

995.000

0750 509SD20-0001

FLOWABLE BACKFILL CY

15.600

0760 510SD20-0038

ADJUST EXIST. VALVE & BOX EA

2.000

0770 510SX20-0040

REMOVE EXIST. MAST ARM EA

1.000

0780 511SD20-0001

ALLAYING DUST HR

730.000

0790 512SD20-0003

TRAFFIC BARRIER SERVICE

MB-11A

LF

330.000

0800 512SD20-0007

IMPACT ATTEN.SER. TY. 1 TL-

3, >=40 MPH

EA

4.000

Date Printed: 06/08/2026

Page: 7

Proposal ID: C0000120697C01 0114-060-873, C501

Order No.: A66

Oversight/State Project No.:

Federal Project No.: STP-5150(252)

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.

0810 512SD20-0013

TYPE 3 BARRICADE 8' EA

14.000

0820 512SD20-0014

TEMPORARY SIGN SF

371.000

0830 512SD20-0015

AGGREGATE MATERIAL NO.

25 OR 26

TON

81.000

0840 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

2,544.000

0850 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

21,188.000

0860 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

6,048.000

0870 512SD20-0027

FLAGGER SERVICE HR

600.000

0880 512SD20-0031

TRAFFIC BARRIER SER.

CONC. MB-7D PC

LF

142.000

0890 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

19,787.000

0900 512SD20-0043

ERADICATE NONLINEAR

PVMT MRKG

SF

285.000

0910 512SP20-0001

PORTABLE TEMPORARY

RUMBLE STRIP ARRAY

DAY

730.000

ATTD

0920 512SX20-0040

POLICE PATROL UNIFORMED

FLAGGERS

HR

100.000

ATTD

Date Printed: 06/08/2026

Page: 8

Proposal ID: C0000120697C01 0114-060-873, C501

Order No.: A66

Oversight/State Project No.:

Federal Project No.: STP-5150(252)

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.

0930 512SX20-0050

TEMP. TRAFFIC CONTROL

SIGNAL INT. 1

LUMP SUM _________._____LUMP SUM

0940 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

0950 514SD20-0003

FIELD OFFICE TY.III MO

14.000

0960 515SD20-0004

FLEXIBLE PAVE.PLANING 0"-

2"

SY

7,906.000

0970 515SD20-0015

FLEXIBLE PAVEMENT

PLANING ABOVE 4"

SY

222.000

0980 517SD20-0001

CONSTRUCTION SURVEYING

CONSTR.

LUMP SUM _________._____LUMP SUM

0990 520SD20-0002

3/4" WATER SERVICE LINE LF

165.000

1000 520SD20-0003

1" WATER SERVICE LINE LF

71.000

1010 520SD20-0006

2" WATER SERVICE LINE LF

12.000

1020 520SD20-0024

16" DI WATER MAIN LF

108.000

1030 520SD20-0041

16" BEND EA

6.000

1040 520SD20-0049

16" BRANCH EA

1.000

1050 520SD20-0057

16" PLUG OR CAP EA

1.000

1060 520SD20-0073

6" OFFSET EXIST.PIPE LF

11.000

Date Printed: 06/08/2026

Page: 9

Proposal ID: C0000120697C01 0114-060-873, C501

Order No.: A66

Oversight/State Project No.:

Federal Project No.: STP-5150(252)

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.

1070 520SD20-0096

16" GATE VALVE & BOX EA

1.000

1080 520SD20-0167

5/8" WATER METER BOX &

YOKE

EA

2.000

1090 520SX20-0008

SEWER UTILITY 16" SOLID

SLEEVE

EA

2.000

1100 602SD20-0004

TOPSOIL CLASS B CY

532.000

1110 603SD20-0002

TEMPORARY SEED LB

173.000

1120 603SD20-0003

REGULAR SEED LB

288.000

1130 603SD20-0004

OVERSEEDING LB

230.000

1140 603SD20-0005

LEGUME SEED LB

14.000

1150 603SD20-0006

LEGUME OVERSEEDING LB

12.000

1160 603SD20-0008

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 2

SY

5,990.000

1170 603SD20-0009

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 3

SY

6,546.000

1180 603SD20-0011

SEDIMENT RETENTION ROLL

18" MIN

LF

239.000

1190 603SD20-0014

FERTILIZER NITROGEN - N LB

115.000

Date Printed: 06/08/2026

Page: 10

Proposal ID: C0000120697C01 0114-060-873, C501

Order No.: A66

Oversight/State Project No.:

Federal Project No.: STP-5150(252)

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.

1200 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

81.000

1210 603SD20-0016

FERTILIZER POTASSIUM - K LB

81.000

1220 603SD20-0017

LIME TON

6.330

1230 606SD20-0005

ROLLED EROSION CTRL

PRODUCT EC-3 TYPE 1

SY

558.000

1240 608SD20-0001

MOWING HR

20.000

1250 700SD20-0034

SIGN POST STP-1, 2", 14

GAUGE

LF

16.000

1260 700SD20-0036

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

GAUGE

LF

44.000

1270 700SD20-0037

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

GAUGE

LF

10.000

1280 700SD20-0038

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

3.000

1290 700SD20-0039

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

4.000

1300 700SD20-0060

ELECTRICAL SERVICE SE-5 EA

1.000

1310 700SD20-0067

PEDESTAL POLE PF-2, 12' EA

2.000

1320 700SD20-0068

CONC. FOUND. PF-8 CY

20.000

Date Printed: 06/08/2026

Page: 11

Proposal ID: C0000120697C01 0114-060-873, C501

Order No.: A66

Oversight/State Project No.:

Federal Project No.: STP-5150(252)

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.

1330 700SD20-0069

CONC. FOUND. PF-2 EA

2.000

1340 700SD20-0090

SIGNAL MAST ARM POLE MP-

3, TY. A

EA

1.000

1350 700SD20-0093

SIGNAL MAST ARM POLE MP-

3, TY. C

EA

1.000

1360 700SD20-0100

MAST ARM 49' EA

2.000

1370 700SD20-0103

MAST ARM 70' EA

1.000

1380 700SD20-0112

14/4 CONDUCTOR CABLE LF

2,475.000

1390 700SD20-0114

14/7 CONDUCTOR CABLE LF

650.000

1400 700SD20-0124

CAT 5E DIRECT BURIAL

CABLE

LF

625.000

1410 700SD20-0174

ELECTRICAL SERVICE WORK

PAD

EA

1.000

1420 700SD20-0178

JUNCTION BOX JB-S2 EA

7.000

1430 700SD20-0179

JUNCTION BOX JB-S3 EA

1.000

1440 700SD20-0181

ELECT. SER. GRD.

ELECTRODE 10'

EA

5.000

1450 700SD20-0191

BORED CONDUIT 2" LF

230.000

Date Printed: 06/08/2026

Page: 12

Proposal ID: C0000120697C01 0114-060-873, C501

Order No.: A66

Oversight/State Project No.:

Federal Project No.: STP-5150(252)

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.

1460 700SD20-0192

BORED CONDUIT 3" LF

330.000

1470 700SD20-0194

CONDUIT PVC 2" LF

1,100.000

1480 700SD20-0195

CONDUIT PVC 3" LF

30.000

1490 700SD20-0197

TRENCH EXCAVATION ECI-1 LF

1,075.000

1500 700SD20-0199

TEST BORE EA

2.000

1510 700SX20-0010

TRAFFIC SIGNALIZATION ATC

CABINET 4-DOOR

CONFIGURATION

EA

1.000

ATTD

1520 700SX20-0010

TRAFFIC SIGNALIZATION ATC

CABINET TYPE II 16-

OUTPUTS

EA

1.000

ATTD

1530 700SX20-0010

TRAFFIC SIGNALIZATION

INSTALL VIDEO DETECTION

SYSTEM, TYPE II

EA

1.000

ATTD

1540 700SX20-0010

TRAFFIC SIGNALIZATION

INSTALL VIDEO SENSOR

UNIT, TYPE II

EA

4.000

ATTD

1550 700SX20-0022

CONC FOUNDATION CF-5 EA

1.000

1560 701SD20-0001

SIGN PANEL SF

149.000

1570 703SD20-0007

TRAF. SIG. HEAD SECT. 12"

HVS BACKPLATE

EA

36.000

Date Printed: 06/08/2026

Page: 13

Proposal ID: C0000120697C01 0114-060-873, C501

Order No.: A66

Oversight/State Project No.:

Federal Project No.: STP-5150(252)

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.

1580 703SD20-0011

PEDESTRIAN ACTUATION PA-

EA

2.000

1590 703SD20-0023

EVP DETECTION SYSTEM 4-

WAY

EA

1.000

1600 703SD20-0024

EVP DETECTOR CABLE LF

625.000

1610 703SD20-0034

HANGER ASSEMBLY SM-3,

ONE WAY

EA

7.000

1620 703SD20-0037

HANGER ASSEMBLY SMB-2,

ONE WAY

EA

2.000

1630 703SD20-0044

REMOVE EXISTING POLE EA

1.000

1640 703SD20-0045

REMOVE EXISTING

FOUNDATION

EA

2.000

1650 703SD20-0047

REMOVE EXISTING

CONTROLLER

EA

1.000

1660 703SD20-0053

UNINTERRUPT. PWR SUPPLY

TYPE 2

EA

1.000

1670 703SD20-0054

UNINTERRUPT. PWR SUPPLY

BATTERY PAC

EA

1.000

1680 703SD20-0060

PEDESTRIAN SIGNAL HEAD

SP-8

EA

2.000

1690 704SD20-0002

TYPE A PVMT LINE MRKG 6" LF

4,351.000

Date Printed: 06/08/2026

Page: 14

Proposal ID: C0000120697C01 0114-060-873, C501

Order No.: A66

Oversight/State Project No.:

Federal Project No.: STP-5150(252)

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.

1700 704SD20-0003

TYPE A PVMT LINE MRKG 8" LF

10,261.000

1710 704SD20-0005

TYPE A PVMT LINE MRKG 24" LF

100.000

1720 704SD20-0006

TYPE B CLASS I PVMT LINE

MRKG 4"

LF

6,050.000

1730 704SD20-0007

TYPE B CLASS I PVMT LINE

MRKG 6"

LF

3,900.000

1740 704SD20-0013

TYPE B CLASS II PVMT LINE

MRKG 8"

LF

100.000

1750 704SD20-0015

TYPE B CLASS II PVMT LINE

MRKG 24"

LF

115.000

1760 704SD20-0046

PVMT SYMB MRKG SGL

TURN ARROW TY A

EA

10.000

1770 704SD20-0048

PVMT SYMB MRKG SGL

TURN ARR. TY B CL II

EA

14.000

1780 704SD20-0111

PVMT MSG. MARK. “SCHOOL”

TY B, CL II, 8’

EA

1.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Virginia Department of Transportation 06/08/2026Date Printed:

Page

Bid Items Eligible For Fuel Adjustment

C0000120697C01

A66

Contract ID:

Order No.:

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

FORM C-21B

Rev 12-21-05

0001 REGULAR BID ITEMSSECTION:

ltem Description Fuel Factor gal/unit Option Item

Number

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

_______CONCRETE CLASS A4 BOX CULVERT 1.892302SD20-0004

_______REGULAR EXCAVATION 0.290303SD20-0001

_______BORROW EXCAVATION 0.290303SD20-0007

_______MINOR STR. EXCAV. BOX CULVERT 0.290303SD20-0017

_______SILTATION CONTROL EXCAVATION 0.290303SD20-0029

_______AGGR. MATL. NO. 1 0.600305SD20-0010

_______AGGR. MATL. NO. 1 0.600308SD20-0001

_______AGGR. MATL. NO. 21A OR 21B 0.600308SD20-0006

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

_______AGGR. BASE MATL. TY. I NO. 21B 0.600309SD20-0010

_______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

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

_______DRY RIPRAP CL. AI 0.530414SD20-0007

_______CONCRETE CLASS A3 MISC. 1.892504SD20-0001

_______RETAINING WALL RW-3 1.892506SD20-0002

_______RETAINING WALL EXCAVATION 0.290506SD20-0007

_______DEMO. OF PAVEMENT FLEXIBLE 0.200508SD20-0004

_______AGGREGATE MATERIAL NO. 25 OR 26 0.600512SD20-0015

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

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Steel Price Adjustment

C0000120697C01

A66

Contract ID:

Order No.:

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

Rev 12-21-08

FORM C-21C

0001 REGULAR BID ITEMSSECTION:

ltem Description Option Item

Number

_______REINF. STEEL302SD20-0005

_______STEEL PILES 10"403SD20-0005

_______GUARDRAIL GR-MGS1505SD20-0011

_______GUARDRAIL GR-MGS1, 9' POST505SD20-0013

_______RADIAL GUARDRAIL GR-MGS1505SD20-0014

_______GUARDRAIL TERMINAL GR-MGS2505SD20-0017

_______GUARDRAIL HEIGHT TRANSITION GR-MGS4505SD20-0019

_______16" DI WATER MAIN520SD20-0024

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

_______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. A700SD20-0090

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

_______MAST ARM 49'700SD20-0100

_______MAST ARM 70'700SD20-0103

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000120697C01

A66

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

1C0000120697C01Contract ID:

ltem Description Item

Number

18" STORM SEWER PIPE302SD20-0032

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 CONSTRUCTION 12-20-24 (SPCN) 2

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

CN211-000100-00 POLISHING AGGREGATE IN ASPHALT CONC. R-7-12-16 (SPCN) 4

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

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

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

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

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

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

PROTECTION OF BAT SPECIES 1-17-18 (SPCN) 8

SECTION 108.02 LIMITATION OF OPERATIONS 5-28-25 (SPCN) 8

DROP INLETS WITH A HEIGHT LESS THAN THE STANDARD MINIMUM 11-15-21 (SPCN) 8

REMOVAL OF BRUSH SILT BARRIER 10-26-21 (SPCN) 9

BOX CULVERT EXTENSION 4-3-26 (SPCN) 9

CLEANING EXISTING DRAINAGE FACILITIES 10-26-21 (SPCN) 9

ABANDONING DRAINAGE FACILITIES 10-26-21 (SPCN) 9

PROTECT NESTING BIRDS DURING BRIDGE MAINT. 7-24-20 (SPCN) 9

BEDDING MATERIAL AGGREGATE NO. 57 2-11-26 (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 14

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 40

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 46

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 47

*SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1-21/20 48

SP107-001510-06 INTERIM DBE REQUIREMENTS 1-26-26 50

SP107-003100-00 MADE IN THE USA REQUIREMENTS 10-03-25 54

SP108-000110-01 PROG. SCHED. FOR CAT. II PROJECTS 3-21-22 61

*SP109-000100-05 ASPHALT MATERIAL PRICE ADJUSTMENT 7-8-24 79

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 81

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 83

SP109-000130-01 ELECTRONIC OR PRINTED WEIGH TICKETS 3-10-25 88

SP305-000100-01 SHOULDER RENOVATION 10-3-16 94

*SP512-000130-00 EMPLOYMENT OF PTRS 1-24-19 98

SP700-000180-03 MODIFICATIONS TO AASHTO’S SIGN STRUCT. SPEC. 9-29-20 100

SP703-000130-00 ADVANCED TRANSPORTATION CONTROLLER (ATC) CABINETS 7-15-21 104

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 124

SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 126

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 127

SS109-002020-01 SEC 109 — MEASUREMENT AND PAYMENT 5-1-23 131

SS211-002020-03 SEC 211 – ASPHALT CONCRETE 3-18-24 134

SS220-002020-01 SEC 220 – CONCRETE CURING MATERIALS 8-28-20 139

SS223-002020-02 SEC 223 – STEEL REINFORCEMENT 4-4-23 140

SS234-002020-01 SEC 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 141

SS235-002020-01 SEC 235 – RETROREFLECTORS 5-6-22 142

SS236-002020-01 SEC 236 – WOOD PRODUCTS 5-14-21 143

SS246-002020-02 SEC 246 – PAVEMENT MARKING 5-6-22 147

SS248-002020-02 SEC 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 154

SS305-002020-02 SEC 305 – SUBGRADE AND SHOULDERS 12-20-23 156

SS308-002020-01 SEC 308 - SUBBASE COURSE 7-13-21 158

SS309-002020-01 SEC 309 - AGGREGATE BASE COURSE 7-13-21 159

TABLE OF CONTENTS FOR PROVISIONS

SS315-002020-05 SEC 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 160

SS317-002020-01 SEC 317— STONE MATRIX ASPHALT CONCRETE PLACEMENT 6-21-24 179

SS318-002020-01 SEC 318 — PAVEMENT INTERLAYERS 8-2-23 181

SS319-002020-02 SEC 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 182

SS321-002020-02 SEC 321 – TRENCH WIDENING 5-4-23 186

SS407-002020-02 SEC 407 – STEEL & METAL STRUCT 11-01-22 188

SS411-002020-01 SEC 411 – PROT. COAT. OF METAL 11-01-22 190

SS512-002020-03 SEC 512 – MAINTAINING TRAFFIC 7-1-22 191

SS704-002020-02 SEC 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 205

TEMPORARY SHORING 3-31-26 211

INSTALLATION OF VIDEO DETECTION EQUIPMENT 3-31-26 212

SECTION 703 TRAFFIC SIGNALS 3-31-26 214

REINFORCED SOIL SLOPE (RSS) 1-7-26 215

TREE REMOVAL TIME OF YEAR RESTRICTION FOR BAT HABITAT 5-12-26 220

GEOSYNTHETIC REINFORCEMENT 5-12-26 221

VERIFYING EXISTING UTILITIES 5-12-26 225

ENVIRONMENTAL PERMITS 228

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)

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

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

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

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

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

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

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

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

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

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

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)

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:

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn211-000100-00.docx https://covgov.sharepoint.com/:w:/r/sites/TM-VDOT-SC-Specifications-External/_layouts/15/Doc.aspx?sourcedoc=%7BF1622882-4C64-446A-AE11-E07A4F78D1F2%7D&file=cn221-000100-00.docx&action=default&mobileredirect=true

1. Core: The drainage core shall be made from an inert, polymeric material resistant to commonly encountered chemicals and substances in the 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)

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)

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,…