851711vadotA98_120814.pdf

ORDER NO.: A98

CONTRACT ID. NO.: C0000120814B32

Form C-6a

Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 66

FHWA NUMBER: BFP-066-1(376)

PROJECT NUMBER: 0066-030-543, B632

COUNTY: FAUQUIER

DISTRICT: CULPEPER

DESCRIPTION: BRIDGE REPLACEMENT

FROM:

TO:

0.280 MI. W. OF BROAD RUN

0.296 MI. E. OF BROAD RUN

DATE BID SUBMITTED: 10:00 AM WEDNESDAY, NOVEMBER 18, 2026

Form C-118

Rev. 8-10-2026

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 Form C-24. The form may be emailed to the Construction Division at VDOTContracts@vdot.virginia.gov and must be received prior to the opening of bids.

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

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

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: 0066-030-543, B632

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.

0066-030-543, B632

CONTRACT I.D.

NO.

C0000120814B32

FHWA NO. BFP-066-1(376)

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, NOVEMBER 18, 2026

PROJECT NUMBER: 0066-030-543, B632

ROUTE NUMBER: 66

FHWA NUMBER: BFP-066-1(376)

DESCRIPTION: BRIDGE REPLACEMENT

FROM:

TO:

0.280 MI. W. OF BROAD RUN

0.296 MI. E. OF BROAD RUN

DISTRICT: CULPEPER COUNTY: FAUQUIER

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: MAY 21, 2029

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 10/06/2026Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000120814B32 0066-030-543, B632

Order No.: A98

Oversight/State Project No.:

Federal Project No.: BFP-066-1(376)

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

30.000

ATTD

0030 301SD20-0001

CLEARING AND GRUBBING LUMP SUM _________._____LUMP SUM

0040 302SD20-0013

ENDWALL EW-12 EA

6.000

0050 302SD20-0027

15" STORM SEWER PIPE LF

180.000

0060 302SD20-0032

18" STORM SEWER PIPE LF

41.000

0070 302SD20-0041

24" STORM SEWER PIPE LF

69.000

0080 302SD20-0198

15" END SECTION ES-1 OR 2 EA

1.000

0090 302SD20-0204

24" END SECTION ES-1 OR 2 EA

1.000

0100 302SD20-0446

DROP INLET DI-5 EA

1.000

0110 302SD20-0456

DROP INLET DI-10H TY. I,L=10' EA

1.000

0120 302SD20-0663

FRAME & COVER MH-1 EA

1.000

0130 303SD20-0001

REGULAR EXCAVATION CY

17,293.000

0140 303SD20-0007

BORROW EXCAVATION CY

5,147.000

REVISED 10/07/2026

Schedule of Items Page: 3

Proposal ID: C0000120814B32 0066-030-543, B632

Order No.: A98

Oversight/State Project No.:

Federal Project No.: BFP-066-1(376)

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 303SD20-0023

CHECK DAM ROCK TY. II EA

14.000

0160 303SD20-0028

DEWATERING BASIN EC-8 EA

2.000

0170 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

1,084.000

0180 303SD20-0030

INLET PROTECTION TYPE A EA

6.000

0190 303SD20-0031

INLET PROTECTION TYPE B EA

14.000

0200 303SD20-0033

TEMP. SILT FENCE TYPE B LF

334.000

0210 303SD20-0034

TEMP. SILT FENCE TYPE A LF

5,028.000

0220 305SD20-0005

SELECT MATL. TY. I MIN. CBR-

TON

16,535.000

0230 305SD20-0009

GEOTEXTILE SUBGRADE

STAB.

SY

26,728.000

0240 307SD20-0002

CEM. STAB. AGGR. MATL. NO.

21A

TON

4,425.000

0250 308SD20-0012

AGGR. BASE MATL. TY. I NO.

21B

TON

8,948.000

0260 315SD20-0005

ASPHALT CONCRETE TY. IM-

19.0D CONST

TON

4,567.000

0270 315SD20-0009

ASPHALT CONCRETE TY. SM-

9.5E CONST

TON

4,703.000

Schedule of Items Page: 4

Proposal ID: C0000120814B32 0066-030-543, B632

Order No.: A98

Oversight/State Project No.:

Federal Project No.: BFP-066-1(376)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0280 315SD20-0010

ASPHALT CONCRETE BM-25.0 TON

7,595.000

0290 315SD20-0015

RUMBLE STRIP CYLINDRICAL

ASPHALT

LF

12,168.000

0300 315SD20-0104

SAW-CUT ASPHALT

CONCRETE (VARIES)

LF

14,579.000

0310 316SD20-0035

CONC. CL. A4 BRIDGE APPR.

SLAB CONST.

CY

153.800

0320 316SD20-0036

REINF. STEEL BRIDGE APPR.

SLAB CONST.

LB

33,940.000

0330 401SD20-0001

STRUCTURE EXCAVATION

CONST.

CY

4,931.000

0340 401SD20-0002

SELECT BACKFILL

ABUTMENT ZONE

TON

6,361.000

0350 401SD20-0004

GEOCOMPOSITE WALL

DRAIN

SY

373.000

0360 401SD20-0007

COFFERDAM EA

6.000

0370 401SX20-0005

BRIDGE SUBSTRUCTURE

ROCK SOCKET DRILLED

SHAFT (48" DIA)

LF

217.000

ATTD

0380 401SX20-0005

BRIDGE SUBSTRUCTURE

STANDARD EXCAV DRILLED

SHAFT (48" DIA)

LF

43.000

ATTD

Schedule of Items Page: 5

Proposal ID: C0000120814B32 0066-030-543, B632

Order No.: A98

Oversight/State Project No.:

Federal Project No.: BFP-066-1(376)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0390 401SX20-0008

BRIDGE SUBSTRUCTURE

CROSSHOLE SONIC

LOGGING (CSL) TESTING

EA

48.000

ATTD

0400 401SX20-0011

BRIDGE SUBSTRUCTURE

TEMPORARY SHORING

LUMP SUM _________._____LUMP SUM

ATTD

0410 403SD20-0006

STEEL PILES 12" LF

1,373.000

0420 403SD20-0007

STEEL PILES 14" LF

3,381.000

0430 403SX20-0016

PREBORING PILE 12" STEEL

PILE

LF

1,312.000

ATTD

0440 403SX20-0016

PREBORING PILE 14" STEEL

PILE

LF

3,312.000

ATTD

0450 404SD20-0005

CONC. CL. A4 MOD. LOW

SHRINK., SPR. STRUCT.

CONST.

CY

887.000

0460 404SD20-0009

BRIDGE DECK GROOVING

CONST.

SY

3,138.000

0470 404SD20-0010

COVER DEPTH SURVEY

CONST.

SY

3,138.000

0480 404SD20-0011

CONCRETE CLASS A3,

SUBSTRUCT. CONST.

CY

1,195.100

0490 406SD20-0005

CR REINF. STEEL CL. III SPR.

STRUCT. CONST.

LB

213,780.000

0500 406SD20-0006

REINFORCING STEEL

SUBSTRUCT. CONST.

LB

140,810.000

Schedule of Items Page: 6

Proposal ID: C0000120814B32 0066-030-543, B632

Order No.: A98

Oversight/State Project No.:

Federal Project No.: BFP-066-1(376)

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 407SD20-0014

STR.STEEL PLATE GIRDER

ASTM A709 GRADE50

LUMP SUM _________._____LUMP SUM

0520 410SD20-0022

BRDG.MED.BARR.CAST-IN-

PLACE CONC.F-SHAPE

LF

232.000

0530 410SD20-0056

CONCRETE PARAPET BPB-4 LF

468.000

0540 413SX20-0002

DISM.& REM. EX. STR. (STR.

NO. 2053)

LUMP SUM _________._____LUMP SUM

0550 413SX20-0003

ENV.& WORKER PROTECT.

(STR. NO. 2053)

LUMP SUM _________._____LUMP SUM

0560 413SX20-0004

MATERIAL DISPOSAL (STR.

NO. 2053, TYPE B)

LUMP SUM _________._____LUMP SUM

0570 414SD20-0001

EROSION CTRL. STONE CL.

A1, EC-1

TON

4.200

0580 414SD20-0012

DRY RIPRAP CL.I 26" TON

3,929.000

0590 414SD20-0053

EROSION CONTROL RIPRAP TON

88.000

0600 414SD20-0057

DRY RIPRAP CL.II 38" TON

912.000

0610 430SX20-0001

NBIS ACCESS, UNDER

BRIDGE (STR. NO. 2053)

DAY

3.000

0620 501SD20-0004

UNDERDRAIN UD-4 LF

2,547.000

0630 501SD20-0007

CROSSDRAIN CD-2 LF

351.000

Schedule of Items Page: 7

Proposal ID: C0000120814B32 0066-030-543, B632

Order No.: A98

Oversight/State Project No.:

Federal Project No.: BFP-066-1(376)

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.

0640 501SD20-0009

OUTLET PIPE LF

101.000

0650 502SD20-0014

CURB, STD. CG-3 LF

109.000

0660 502SD20-0036

MEDIAN BARRIER MB-7D LF

621.000

0670 502SD20-0044

MEDIAN BARRIER MB-8A

TYPE I

LF

1,283.000

0680 502SD20-0045

MEDIAN BARRIER MB-8A

TYPE II

LF

700.000

0690 505SD20-0004

INSTALL SALV. GUARDRAIL LF

25.000

0700 505SD20-0008

ADJUST EXISTING

GUARDRAIL BEAM

LF

150.000

0710 505SD20-0011

GUARDRAIL GR-MGS1 LF

2,514.000

0720 505SD20-0013

GUARDRAIL GR-MGS1, 9'

POST

LF

1,769.000

0730 505SD20-0019

GUARDRAIL HEIGHT

TRANSITION GR-MGS4

EA

6.000

0740 505SD20-0040

GUARDRAIL GR-10 LF

25.000

0750 505SD20-0054

FIXED OBJECT ATTACH. GR-

FOA-2 TY. II

EA

1.000

0760 505SD20-0055

FIXED OBJECT ATTACH. GR-

FOA-5

EA

4.000

Schedule of Items Page: 8

Proposal ID: C0000120814B32 0066-030-543, B632

Order No.: A98

Oversight/State Project No.:

Federal Project No.: BFP-066-1(376)

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.

0770 505SD20-0073

REMOVE EXISTING

GUARDRAIL

LF

4,355.000

0780 507SD20-0001

FENCE FE-W1 LF

833.000

0790 507SD20-0003

LINE BRACE UNIT FE-W1 OR

FE-W2

EA

6.000

0800 507SD20-0004

CORNER BRACE UNIT FE-W1

OR FE-W2

EA

5.000

0810 508SD20-0004

DEMO. OF PAVEMENT

FLEXIBLE

SY

20,793.000

0820 509SD20-0001

FLOWABLE BACKFILL CY

10.000

0830 510SX20-0016

REMOVE EXIST. FENCE

FENCE

LF

794.000

0840 510SX20-0031

MODIFY EXIST. CONV. EX.

DROP INLET OT MANHOLE

EA

1.000

0850 510SX20-0033

ADJUST EXIST. DROP INLET

MODIFY EXIST. CONCRETE

MEDIAN BARRIER INLET

EA

7.000

0860 510SX20-0039

REMOVE EXIST. CONCRETE

BARRIER

LF

2,611.000

0870 511SD20-0001

ALLAYING DUST HR

210.000

0880 512SD20-0003

TRAFFIC BARRIER SERVICE

MB-11A

LF

13,997.000

Schedule of Items Page: 9

Proposal ID: C0000120814B32 0066-030-543, B632

Order No.: A98

Oversight/State Project No.:

Federal Project No.: BFP-066-1(376)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0890 512SD20-0007

IMPACT ATTEN.SER. TY. 1 TL-

3, >=40 MPH

EA

13.000

0900 512SD20-0013

TYPE 3 BARRICADE 8' EA

5.000

0910 512SD20-0014

TEMPORARY SIGN SF

1,408.000

0920 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

1,958.000

0930 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

94,122.000

0940 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

4,032.000

0950 512SD20-0026

ELECTRONIC ARROW BOARD HR

1,810.000

0960 512SD20-0027

FLAGGER SERVICE HR

672.000

0970 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

5,812.000

0980 512SD20-0044

TEMP. PAVE. MARKER 1 WAY EA

1,052.000

0990 512SD20-0062

TEMP. PVMT MRKG TY. D, CL.

III, 6"

LF

21,501.000

1000 512SD20-0063

TEMP. PVMT MRKG TY. D, CL.

III, 8"

LF

42,064.000

1010 512SP20-0001

PORTABLE TEMPORARY

RUMBLE STRIP ARRAY

DAY

28.000

ATTD

Schedule of Items Page: 10

Proposal ID: C0000120814B32 0066-030-543, B632

Order No.: A98

Oversight/State Project No.:

Federal Project No.: BFP-066-1(376)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

1020 512SP20-0003

UNIFORMED FLAGGERS

LOCAL POLICE

HR

320.000

ATTD

1030 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

1040 514SD20-0001

FIELD OFFICE TY.I MO

30.000

1050 515SD20-0004

FLEXIBLE PAVE.PLANING 0"-

2"

SY

35,111.000

1060 517SD20-0001

CONSTRUCTION SURVEYING

CONSTR.

LUMP SUM _________._____LUMP SUM

1070 603SD20-0002

TEMPORARY SEED LB

68.000

1080 603SD20-0003

REGULAR SEED LB

303.000

1090 603SD20-0004

OVERSEEDING LB

242.000

1100 603SD20-0005

LEGUME SEED LB

13.000

1110 603SD20-0006

LEGUME OVERSEEDING LB

10.000

1120 603SD20-0008

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 2

SY

1,997.000

1130 603SD20-0009

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 3

SY

7,405.000

1140 603SD20-0014

FERTILIZER NITROGEN - N LB

94.000

Schedule of Items Page: 11

Proposal ID: C0000120814B32 0066-030-543, B632

Order No.: A98

Oversight/State Project No.:

Federal Project No.: BFP-066-1(376)

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.

1150 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

64.000

1160 603SD20-0016

FERTILIZER POTASSIUM - K LB

64.000

1170 603SD20-0017

LIME TON

4.900

1180 700SD20-0003

REMOVE EXISTING 1 POST

SIGN STRUCTURE

EA

12.000

1190 700SD20-0004

REMOVE EXISTING 2 POST

SIGN STRUCTURE

EA

3.000

1200 700SD20-0012

RELOCATE EX. 1 POST GRND

MOUNT SGN PANEL

EA

16.000

1210 700SD20-0013

RELOCATE EX. 2 POST GRND

MOUNT SGN PANEL

EA

4.000

1220 700SD20-0034

SIGN POST STP-1, 2", 14

GAUGE

LF

123.000

1230 700SD20-0036

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

GAUGE

LF

120.000

1240 700SD20-0038

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

23.000

1250 700SD20-0039

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

19.000

1260 700SD20-0200

SIGN POST STP-2, 4", 8

GAUGE

LF

89.000

Schedule of Items Page: 12

Proposal ID: C0000120814B32 0066-030-543, B632

Order No.: A98

Oversight/State Project No.:

Federal Project No.: BFP-066-1(376)

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.

1270 700SD20-0208

CONCRETE FOUNDATION

STP-2, TYPE H

EA

4.000

1280 701SD20-0001

SIGN PANEL SF

283.000

1290 704SD20-0006

TYPE B CLASS I PVMT LINE

MRKG 4"

LF

1,944.000

1300 704SD20-0007

TYPE B CLASS I PVMT LINE

MRKG 6"

LF

17,544.000

1310 704SD20-0031

TYPE B CLASS VI CONTRAST

PVMT LINE MRKG 6"

LF

1,548.000

1320 704SD20-0032

INLAID PAVEMENT MARKER

ASPHALT

EA

69.000

ATTD

1330 704SP20-0001

REMOVAL OF SRPM EA

38.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Virginia Department of Transportation 08/31/2026Date Printed:

Page

Bid Items Eligible For Fuel Adjustment

C0000120814B32

A98

Contract ID:

Order No.:

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

FORM C-21B

Rev 12-21-05

0001 REGULAR BID ITEMSSECTION:

ltem Description Fuel Factor gal/unit Option Item

Number

_______REGULAR EXCAVATION 0.290303SD20-0001

_______BORROW EXCAVATION 0.290303SD20-0007

_______SILTATION CONTROL EXCAVATION 0.290303SD20-0029

_______SELECT MATL. TY. I MIN. CBR-30 0.600305SD20-0005

_______CEM. STAB. AGGR. MATL. NO. 21A 0.600307SD20-0002

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

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

_______ASPHALT CONCRETE TY. SM-9.5E CONST 3.500315SD20-0009

_______ASPHALT CONCRETE BM-25.0 3.500315SD20-0010

_______STRUCTURE EXCAVATION CONST. 0.290401SD20-0001

_______CONC. CL. A4 MOD. LOW SHRINK., SPR. STRUCT. CONST. 1.892404SD20-0005

_______CONCRETE CLASS A3, SUBSTRUCT. CONST. 1.892404SD20-0011

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

_______DRY RIPRAP CL.I 26" 0.400414SD20-0012

_______DEMO. OF PAVEMENT FLEXIBLE 0.200508SD20-0004

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

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Steel Price Adjustment

C0000120814B32

A98

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. STEEL BRIDGE APPR. SLAB CONST.316SD20-0036

_______STEEL PILES 12"403SD20-0006

_______STEEL PILES 14"403SD20-0007

_______CR REINF. STEEL CL. III SPR. STRUCT. CONST.406SD20-0005

_______REINFORCING STEEL SUBSTRUCT. CONST.406SD20-0006

_______STR.STEEL PLATE GIRDER ASTM A709 GRADE50407SD20-0014

_______GUARDRAIL GR-MGS1505SD20-0011

_______GUARDRAIL GR-MGS1, 9' POST505SD20-0013

_______GUARDRAIL HEIGHT TRANSITION GR-MGS4505SD20-0019

_______GUARDRAIL GR-10505SD20-0040

_______FENCE FE-W1507SD20-0001

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

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

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000120814B32

A98

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

ASPHALT CONCRETE TY. IM-19.0D CONST315SD20-0005

ASPHALT CONCRETE TY. SM-9.5E CONST315SD20-0009

ASPHALT CONCRETE BM-25.0315SD20-0010

Determination of Major Items

1C0000120814B32Contract ID:

ltem Description Item

Number

STR.STEEL PLATE GIRDER ASTM A709 GRADE50407SD20-0014

CONC. CL. A4 MOD. LOW SHRINK., SPR. STRUCT. CONST.404SD20-0005

CONCRETE CLASS A3, SUBSTRUCT. CONST.404SD20-0011

PREBORING PILE 14" STEEL PILE403SX20-0016

REGULAR EXCAVATION303SD20-0001

ASPHALT CONCRETE BM-25.0315SD20-0010

ASPHALT CONCRETE TY. SM-9.5E CONST315SD20-0009

CR REINF. STEEL CL. III SPR. STRUCT. CONST.406SD20-0005

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

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

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

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

CN518-000210-00 SEC 518.02(A) NUMBER OF TRAINEES 7-12-16 (SPCN) 5

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

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

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

REMOVAL OF SRPMS DURING LANE SHIFTS 3-3-20 (SPCN) 7

CQ512-000321-00 CONTRACTOR MAINT. OF TEMP. MARKINGS 6-13-17 (SPCN) 7

PROTECTION OF BAT SPECIES 1-17-18 (SPCN) 7

TEMPORARY SHORING 5-18-26 (SPCN) 8

POLICE PATROL 5-18-26 (SPCN) 8

CN108-000611-00 SEC 108.06(B) LIQUID. DAMAGES R-7-12-16 (SPCN) 8

ROAD USER COST DISINCENTIVE 7-28-26 (SPCN) 9

SP0F0-000100-00 PREDETERMINED MIN. WAGE RATES R-7-12-16 11

SP0F0-000130-03 FHWA 1273—CONTRACT PROVISIONS, FED-AID 7-9-26 16

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

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

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 46

*SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1-21/20 47

SP107-001510-06 INTERIM DBE REQUIREMENTS 1-26-26 49

SP107-003100-00 MADE IN THE USA REQUIREMENTS 10-03-25 53

SP108-000120-01 PROG. SCHED. FOR CAT. III PROJECTS 3-21-22 60

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

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

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

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

SP401-000100-01 CLEAR & GRUB BRIDGE APPROACHES 2-28-18 97

SP407-000500-00 SUPERSTRUCTURE ERECTION STABILITY 6-10-22" \F C \L 99

*SP512-000130-00 EMPLOYMENT OF PTRS 1-24-19 113

SP522-000130-02 TREE REMOVAL TIME OF YEAR RESTRICTION 6-6-22 115

*SP704-000120-00 INLAID PAVEMENT MARKERS 8-26-19 116

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 119

SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 121

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 122

SS109-002020-01 SEC 109 — MEASUREMENT AND PAYMENT 5-1-23 126

SS211-002020-03 SEC 211 – ASPHALT CONCRETE 3-18-24 129

SS220-002020-01 SEC 220 – CONCRETE CURING MATERIALS 8-28-20 134

SS223-002020-02 SEC 223 – STEEL REINFORCEMENT 4-4-23 135

SS234-002020-01 SEC 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 136

SS235-002020-01 SEC 235 – RETROREFLECTORS 5-6-22 137

SS236-002020-01 SEC 236 – WOOD PRODUCTS 5-14-21 138

SS246-002020-02 SEC 246 – PAVEMENT MARKING 5-6-22 142

SS248-002020-02 SEC 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 150

SS305-002020-02 SEC 305 – SUBGRADE AND SHOULDERS 12-20-23 152

SS308-002020-01 SEC 308 - SUBBASE COURSE 7-13-21 154

TABLE OF CONTENTS FOR PROVISIONS

SS309-002020-01 SEC 309 - AGGREGATE BASE COURSE 7-13-21 155

SS315-002020-05 SEC 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 156

SS317-002020-01 SEC 317— STONE MATRIX ASPHALT CONCRETE PLACEMENT 6-21-24 175

SS318-002020-01 SEC 318 — PAVEMENT INTERLAYERS 8-2-23 177

SS319-002020-02 SEC 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 178

SS321-002020-02 SEC 321 – TRENCH WIDENING 5-4-23 182

SS407-002020-02 SEC 407 – STEEL & METAL STRUCT 11-01-22 184

SS411-002020-01 SEC 411 – PROT. COAT. OF METAL 11-01-22 186

SS512-002020-03 SEC 512 – MAINTAINING TRAFFIC 7-1-22 187

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

PREBORING FOR STEEL PILES 5-18-26 207

DRILLED SHAFTS 5-15-26 209

PERMITS 234

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.

cn221-000100-00 January 15, 2025 (SPCN)

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

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

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

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

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

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

Prefabricated geocomposite pavement underdrain shall conform to the following:

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

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

Physical Properties Test Method Requirements

Compressive strength ASTM D1621, D2412, and D6364

Min. 40 psi at 20% max.

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

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

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

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

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

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

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

Physical Property Test Method Requirements

Compressive strength ASTM D1621, D2412, and D6364

Min. 40 psi at 20% max.

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

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

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

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

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

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

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

cn512-000120-00 July 13, 2016 (SPCN)

SECTION 512—MAINTAINING TRAFFIC of the Specifications is amended as follows:

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

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

cn518-000210-00 July 12, 2016 (SPCN)

SECTION 518.02(a) NUMBER OF TRAINEES is amended to replace the first sentence of the first paragraph with the following:

The number of trainees for this contract shall be 2.

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

INLAID PAVEMENT MARKER LOCATION AND SPACING — The Contractor shall not install markers on existing bridge decks Inlaid Pavement Markers shall be installed on new bridge decks where required by the Plans. Inlaid Pavement Markers shall be placed in relation to pavement joints and cracks as follows:

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

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

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn512-000120-00.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn518-000210-00.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2020_Standard_Specifications/cn704-000200-00.docx

DRUG-FREE WORKPLACE– The Contractor shall:

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

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

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

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

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

7-3-19 (SPCN)

cq107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY

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

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

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

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

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

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

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

5-11-22 (SPCN)

REMOVAL OF SNOW-PLOWABLE RAISED PAVEMENT MARKERS DURING TRAVEL LANE SHIFTS–

The Contractor shall locate, remove, and dispose of all existing asphalt-embedded Snowplowable Raised Pavement Marker (SRPM) castings which lie within the travel path when traffic lanes are shifted during construction for three months or longer. The cavity left by the removal of the existing marker shall be cleaned of debris, filled with an approved mix design for resurfacing or material found on the Department’s Approved List 78, and compacted before shifting traffic. The cost for performing this work shall be included in the price bid for other appropriate items of work.

3-3-20 (SPCN

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

6-13-17 (SPCN)

PROTECTION OF BAT SPECIES — If bats are observed roosting on a structure, the Contractor shall immediately notify the Engineer and suspend work in the immediate vicinity of the bats until authorized to continue.

1-17-18 (SPCN)

http://www.virginiadot.org/business/resources/Materials/ApprovedLists/Materials_Approved_Lists.pdf#page=200

UPC: 120814 May 18, 2026 (SPCN)

TEMPORARY SHORING - Utilized by the Contractor to support the existing and proposed structures and roadway while open to the traveling public shall be designed by a Registered Professional Engineer holding a valid license to practice Engineering in the Commonwealth of Virginia. Working drawings and design calculations of the shoring shall be submitted to the Engineer for review 30 days prior to installation of the shoring in accordance with Section 105.10 of the Specifications. The drawings shall include plan and profile views, details of sheet piling, walers, rakers, connections, welds, fasteners, all structural members, soldier piles, tiebacks or other means of support as determined by the Contractor and his Engineer. The Contractor shall determine the methods and means of support required for the loads imposed by the roadway, traffic, the structure and any loads imposed by construction equipment during the construction of the project.

Approximate limits of temporary shoring shown on the Plans are for informational purposes only. The Contractor shall be responsible for determining the actual limits and quantities of temporary shoring. The limits of temporary shoring shall be defined as that length necessary for structure excavation or minor structure excavation, and for maintaining minimum temporary slopes in accordance with OSHA requirements around the limits of structure excavation or minor structure excavation for each stage of construction.

Temporary shoring will be paid for at the Contract lump sum price. This price shall include all temporary shoring required for construction of the structure whether or not shown on the Plans; design, installation, and removal of the temporary shoring when no longer required; temporary shoring for all construction phases; and all labor, tools, materials, equipment, and incidentals required to complete the work.

Payment will be made under:

Pay Item Pay Unit

Temporary shoring Lump sum

UPC: 120814 May 18, 2026 (SPCN)

POLICE PATROL -The Contractor shall be responsible for obtaining Local Law Enforcement support in active work zones as directed or approved by the Engineer. Instances may include initial MOT setup and the subsequent traffic switch.

Police Patrol will be measured and paid for in hours of in duty service. This price will be full compensation for furnishing officers and all associated costs.

Payment will be made under:

Pay Item Pay Unit

Police Patrol Local Police Hour cn108-000611-00 July 12, 2016 (SPCN)

SECTION 108.06(b) LIQUIDATED DAMAGES of the Specifications is replaced by the following:

All work for this Contract shall be completed and accepted on or before the time limit established in the Contract. In the event the Contractor fails to complete the work by the time limit, liquidated damages, representing the estimated additional cost of administration, engineering, supervision, inspection and other expenses will be charged against the Contractor in the amount of $5,350 for each calendar day beyond the time limit, including Sundays and Holidays, in which the Contract remains in an incomplete state.

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn108-000611-00.docx

UPC: 120814 July 28, 2026 (SPCN)

ROAD USER COST DISINCENTIVE—will be assessed for not removing active work zone lane closures on US I-66 for non-allowable lane closure work hours.

Active work zone lane closures are defined as having equipment, personnel, channelizing devices, signage for lane closures, and other maintenance of traffic items reducing traffic to one lane.

The Road User Cost Disincentive amount indicated below will be assessed cumulatively for the time the active work zone lane closure is in place during non-allowable lane closure hours as per the Plans. The road user cost disincentive will be assessed in whole hour increments during non-allowable lane closure work hours.