829888vadotA70_120748.pdf

ORDER NO.: A70

CONTRACT ID. NO.: C0000120748C01

Form C-6a

Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 17

FHWA NUMBER: HSIP-030-7(116)

PROJECT NUMBER: 0017-030-879, C501

COUNTY: FAUQUIER

DISTRICT: CULPEPER

DESCRIPTION: SMART SCALE – ROUNDABOUT AND R-CUT INTERSECTION

FROM:

TO:

0.206 MI. S. OF CARTERS RUN RD.

WHITING RD.

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: 0017-030-879, 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. 0017-030-879, C501 CONTRACT I.D. NO. C0000120748C01

FHWA NO. HSIP-030-7(116) DATE SUBMITTED

All vendors submitting a bid as a Prime Contractor shall complete and submit with their bids the following information as requested for (1) Subcontractor/Supplier Solicitation, and Utilization, and (2) for Vendor Survey.

The vendor certifies this form accurately represents its solicitation and utilization or non-utilization, as indicated, of the firms listed below for performance of work on this contract. The vendor also certifies he/she has had direct contact with the named firms regarding participation on this project.

Vendor Signature:

Vendor ID No. Title:

Vendor’s Address: ____________________________________

City: __________________

State: __________________ Zip Code: _________

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION (ALL)

VENDOR

NUMBER

NAME OF SUBCONTRACTOR/SUPPLIER TELEPHONE

NUMBER

UTILIZED

(Y/N)

NOTE: ATTACH ADDITIONAL PAGES, IF NECESSARY.

BIDDER MUST SIGN EACH ADDITIONAL SHEET TO CERTIFY ITS CONTENT AND COMPLETION OF FORM.

FEDERAL LAW REQUIRES ALL VENDORS SUBMITTING BIDS OR OFFERS PROVIDE THE INFORMATION

REQUESTED IN THIS FORM.

Form C-48 Rev. 10-03-25

VENDOR SURVEY

WHEN SUBMITTING A BID OR OFFER AS A PRIME CONTRACTOR, THE BIDDER MUST SUBMIT A

VENDOR SURVEY FOR THEMSELVES AND A VENDOR SURVEY FOR EACH SUBCONTRACTOR

AND SUPPLIER WHO SUBMITTED A BID OR QUOTE TO THE BIDDER.

VENDOR’S FULL LEGAL NAME: ________________________________________

VENDOR ID NO.: __________________

ADDRESS: ____________________________________

CITY: ____________________________________

STATE: _______________ ZIP CODE: _________

VENDOR’S YEARS IN BUSINESS: _____________

VENDOR’S ANNUAL GROSS RECEIPTS: ____ $ 0 - 25 million ____ $ 25 - 50 million ____ $ 50 - 75 million ____ More than $75 million

THE UNDERSIGNED, ON BEHALF OF VENDOR IDENTIFIED ABOVE, ACKNOWLEDGES AND CERTIFIES THAT THIS FORM ACCURATELY STATES THE INFORMATION CONTAINED HEREIN TO THE BEST OF VENDOR’S

KNOWLEDGE.

Printed Full Legal Name of Person Signing for Vendor

Signature: ____________________________________________

Form C-7

Rev. 2-2-24

TERMS OF THE PROPOSAL\CONTRACT

COMMONWEALTH OF VIRGINIA

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

PROJECT NUMBER: 0017-030-879, C501

ROUTE NUMBER: 17

FHWA NUMBER: HSIP-030-7(116)

DESCRIPTION: SMARET SCALE – ROUNDABOUT AND R-CUT INTERSECTION

FROM:

TO:

0.206 MI. S. OF CARTERS RUN RD.

WHITING RD.

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: OCTOBER 1, 2028

BID TOTAL $

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

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

Street Address City State Zip Code Vendor#/Fin#

Print Name Signature Title

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

Contract Execution Date By

CHIEF ENGINEER

VIRGINIA DEPARTMENT OF TRANSPORTATION

Virginia Department of Transportation 06/01/2026Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000120748C01 0017-030-879, C501

Order No.: A70

Oversight/State Project No.:

Federal Project No.: HSIP-030-7(116)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0010 105SP20-0002

CONST REC DOCS SWM

FACILITY 2 SWM FACILITIES

LUMP SUM _________._____LUMP SUM

ATTD

0020 108SP20-0001

BASELINE PROGRESS

SCHEDULE

LUMP SUM _________._____LUMP SUM

ATTD

0030 108SP20-0002

PROGRESS SCHEDULE

UPDATES

EA

23.000

ATTD

0040 301SD20-0001

CLEARING AND GRUBBING LUMP SUM _________._____LUMP SUM

0050 302SD20-0013

ENDWALL EW-12 EA

23.000

0060 302SD20-0018

12" PIPE LF

36.000

0070 302SD20-0023

15" PIPE LF

165.000

0080 302SD20-0027

15" STORM SEWER PIPE LF

1,208.000

0090 302SD20-0028

18" PIPE LF

73.000

0100 302SD20-0030

18" CONC. PIPE LF

43.000

0110 302SD20-0037

24" PIPE LF

40.000

0120 302SD20-0039

24" CONC. PIPE LF

38.000

0130 302SD20-0041

24" STORM SEWER PIPE LF

123.000

0140 302SD20-0047

30" PIPE LF

78.000

Schedule of Items Page: 3

Proposal ID: C0000120748C01 0017-030-879, C501

Order No.: A70

Oversight/State Project No.:

Federal Project No.: HSIP-030-7(116)

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 302SD20-0132

23" X 14" ELLIPTICAL PIPE LF

18.000

0160 302SD20-0197

12" END SECTION ES-1 EA

2.000

0170 302SD20-0198

15" END SECTION ES-1 OR 2 EA

2.000

0180 302SD20-0199

15" END SECTION ES-1 EA

8.000

0190 302SD20-0201

18" END SECTION ES-1 EA

5.000

0200 302SD20-0205

24" END SECTION ES-1 EA

5.000

0210 302SD20-0209

30" END SECTION ES-1 EA

2.000

0220 302SD20-0221

23" X 14" END SECTION ES-1A EA

2.000

0230 302SD20-0311

DROP INLET DI-3B,L=4' EA

3.000

0240 302SD20-0312

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

5.000

0250 302SD20-0313

DROP INLET DI-3B,L=8' EA

1.000

0260 302SD20-0314

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

1.000

0270 302SD20-0315

DROP INLET DI-3B,L=12' EA

1.000

0280 302SD20-0316

DROP INLET DI-3B,L=14' EA

1.000

0290 302SD20-0446

DROP INLET DI-5 EA

3.000

Schedule of Items Page: 4

Proposal ID: C0000120748C01 0017-030-879, C501

Order No.: A70

Oversight/State Project No.:

Federal Project No.: HSIP-030-7(116)

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.

0300 302SD20-0655

DROP INLET DI-13 TY.I EA

1.000

0310 302SD20-0656

DROP INLET DI-13 TY.II EA

2.000

0320 302SD20-0662

MANHOLE MH-1 OR 2 LF

21.900

0330 302SD20-0663

FRAME & COVER MH-1 EA

4.000

0340 302SD20-0673

STORMWATER

MAN.DRAIN.STR.SWM-1

LF

12.600

0350 303SD20-0001

REGULAR EXCAVATION CY

9,114.000

0360 303SD20-0007

BORROW EXCAVATION CY

17,114.000

0370 303SD20-0021

TEMPORARY DIVERSION

DIKE

LF

356.000

0380 303SD20-0022

CHECK DAM ROCK TY. I EA

18.000

0390 303SD20-0023

CHECK DAM ROCK TY. II EA

56.000

0400 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

3,104.000

0410 303SD20-0030

INLET PROTECTION TYPE A EA

6.000

0420 303SD20-0031

INLET PROTECTION TYPE B EA

16.000

0430 303SD20-0032

GEOTEXTILE FABRIC SY

473.000

Schedule of Items Page: 5

Proposal ID: C0000120748C01 0017-030-879, C501

Order No.: A70

Oversight/State Project No.:

Federal Project No.: HSIP-030-7(116)

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.

0440 303SD20-0033

TEMP. SILT FENCE TYPE B LF

872.000

0450 303SD20-0034

TEMP. SILT FENCE TYPE A LF

8,874.000

0460 303SD20-0036

STORM WATER MAN. BASIN

EXCAV.

CY

2,339.000

0470 307SD20-0004

CEM. STAB. AGGR. BASE.

MATL. TY. I NO. 21A

TON

1,506.000

0480 308SD20-0012

AGGR. BASE MATL. TY. I NO.

21B

TON

4,374.000

0490 308SX20-0003

CRUSHER RUN AGGR. NO. 25

OR 26

TON

93.000

ATTD

0500 309SD20-0001

AGGR. MATL. NO. 1 TON

93.000

0510 315SD20-0003

ASPHALT CONCRETE TY. SM-

12.5E CONST

TON

3,408.000

0520 315SD20-0004

ASPHALT CONCRETE TY. IM-

19.0A CONST

TON

64.000

0530 315SD20-0005

ASPHALT CONCRETE TY. IM-

19.0D CONST

TON

8,117.000

0540 315SD20-0007

ASPHALT CONCRETE TY. SM-

9.5A CONST

TON

123.000

0550 315SD20-0010

ASPHALT CONCRETE BM-25.0 TON

4,986.000

Schedule of Items Page: 6

Proposal ID: C0000120748C01 0017-030-879, C501

Order No.: A70

Oversight/State Project No.:

Federal Project No.: HSIP-030-7(116)

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.

0560 315SD20-0015

RUMBLE STRIP CYLINDRICAL

ASPHALT

LF

3,601.000

0570 315SD20-0016

LIQUID ASPHALT COATING

(RUMBLE STRIP)

SY

400.000

0580 315SD20-0018

ASPH.CONC.CURB BACKUP

MATL. CONST

TON

187.000

0590 315SD20-0104

SAW-CUT ASPHALT

CONCRETE FULL DEPTH

LF

13,320.000

0600 316SD20-0013

CONT.REINF.HYDR.CONC.

PAVE. 11" REINFORCED

W/6X6-W4XW4

SY

369.000

0610 404SD20-0017

CONC. CL. A4 MOD. LOW

SHRINK., SPR. STRUCT.

MAINT.

CY

40.000

0620 406SD20-0011

CR REINF. STEEL CL. I SPR.

STRUCT. MAINT.

LB

3,080.000

0630 413SX20-0005

REM. PORT.OF EX.STR.

CONCRETE MEDIAN

(BRIDGE)

LUMP SUM _________._____LUMP SUM

ATTD

0640 414SD20-0001

EROSION CTRL. STONE CL.

A1, EC-1

TON

32.000

0650 414SD20-0003

EROSION CTRL. STONE CL. I,

EC-1

TON

666.000

0660 501SD20-0004

UNDERDRAIN UD-4 LF

9,915.000

Schedule of Items Page: 7

Proposal ID: C0000120748C01 0017-030-879, C501

Order No.: A70

Oversight/State Project No.:

Federal Project No.: HSIP-030-7(116)

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.

0670 501SD20-0006

CROSSDRAIN CD-1 LF

117.000

0680 501SD20-0009

OUTLET PIPE LF

623.000

0690 501SX20-0001

UNDERDRAIN MODIFIED

OUTLET PIPE 6"

LF

70.000

ATTD

0700 501SX20-0001

UNDERDRAIN MODIFIED UD-

4 6"

LF

2,263.000

ATTD

0710 502SD20-0003

PAVED DITCH PG-2A SY

18.000

0720 502SD20-0011

CURB, STD. CG-2 LF

135.000

0730 502SD20-0012

CURB, RADIAL CG-2 LF

132.000

0740 502SD20-0014

CURB, STD. CG-3 LF

205.000

0750 502SD20-0015

CURB, RADIAL CG-3 LF

559.000

0760 502SD20-0020

CURB, ASPHALT MC-3B LF

230.000

0770 502SD20-0024

COMB. CURB & GUTTER,

STD. CG-7

LF

848.000

0780 502SD20-0025

COMB. CURB & GUTTER,

RAD. CG-7

LF

614.000

0790 502SD20-0053

MEDIAN STRIP MS-1 SY

383.000

0800 502SD20-0056

MEDIAN STRIP MS-1A SY

1,098.000

Schedule of Items Page: 8

Proposal ID: C0000120748C01 0017-030-879, C501

Order No.: A70

Oversight/State Project No.:

Federal Project No.: HSIP-030-7(116)

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 502SD20-0058

MEDIAN STRIP MS-2 LF

1,120.000

0820 504SD20-0001

CONCRETE CLASS A3 MISC. CY

12.600

302, 504

0830 505SD20-0011

GUARDRAIL GR-MGS1 LF

1,718.000

0840 505SD20-0013

GUARDRAIL GR-MGS1, 9'

POST

LF

166.000

0850 505SD20-0014

RADIAL GUARDRAIL GR-

MGS1

LF

72.000

0860 505SD20-0016

RADIAL GUARDRAIL GR-

MGS1, 9' POST

LF

200.000

0870 505SD20-0017

GUARDRAIL TERMINAL GR-

MGS2

EA

5.000

0880 505SD20-0018

GUARDRAIL END

ANCHORAGE GR-MGS3

EA

7.000

0890 505SD20-0019

GUARDRAIL HEIGHT

TRANSITION GR-MGS4

EA

5.000

0900 505SD20-0053

FIXED OBJECT ATTACH. GR-

FOA-2 TY. I

EA

2.000

0910 505SD20-0054

FIXED OBJECT ATTACH. GR-

FOA-2 TY. II

EA

2.000

0920 505SD20-0066

CABLE BARRICADE CR-1 EA

1.000

Schedule of Items Page: 9

Proposal ID: C0000120748C01 0017-030-879, C501

Order No.: A70

Oversight/State Project No.:

Federal Project No.: HSIP-030-7(116)

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 505SD20-0073

REMOVE EXISTING

GUARDRAIL

LF

2,040.000

0940 507SD20-0001

FENCE FE-W1 LF

517.000

0950 507SD20-0003

LINE BRACE UNIT FE-W1 OR

FE-W2

EA

2.000

0960 507SD20-0004

CORNER BRACE UNIT FE-W1

OR FE-W2

EA

2.000

0970 507SD20-0027

HIGH VISIBILITY FENCE, 4

FEET

LF

700.000

0980 508SD20-0004

DEMO. OF PAVEMENT

FLEXIBLE

SY

9,452.000

0990 509SD20-0001

FLOWABLE BACKFILL CY

83.000

1000 510SX20-0016

REMOVE EXIST. FENCE

EXISTING FENCE

LF

534.000

1010 510SX20-0028

REMOVE EXIST. ENDWALL NS

REMOVE EXIST. ENDWALL

EA

8.000

1020 510SX20-0038

REMOVE EXIST. CONCRETE

MEDIAN (ROADWAY)

SY

660.000

1030 510SX20-0039

REMOVE EXIST. PIPE LF

183.000

1040 511SD20-0001

ALLAYING DUST HR

1,095.000

Schedule of Items Page: 10

Proposal ID: C0000120748C01 0017-030-879, C501

Order No.: A70

Oversight/State Project No.:

Federal Project No.: HSIP-030-7(116)

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.

1050 512SD20-0007

IMPACT ATTEN.SER. TY. 1 TL-

3, >=40 MPH

EA

2.000

1060 512SD20-0013

TYPE 3 BARRICADE 8' EA

4.000

1070 512SD20-0014

TEMPORARY SIGN SF

4,091.000

1080 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

4,380.000

1090 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

155,338.000

1100 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

35,040.000

1110 512SD20-0026

ELECTRONIC ARROW BOARD HR

4,380.000

1120 512SD20-0027

FLAGGER SERVICE HR

2,850.000

1130 512SD20-0031

TRAFFIC BARRIER SER.

CONC. MB-7D PC

LF

2,150.000

1140 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

2,500.000

1150 512SD20-0046

TEMP. PVMT MRKG TY. A, 4" LF

110,987.000

1160 512SD20-0050

TEMP. PVMT MRKG TY. A, 24" LF

1,245.000

1170 512SD20-0052

TEMP. PVMT. SYMB. MRKG

SNGL TURN ARROW TY. A

EA

48.000

Schedule of Items Page: 11

Proposal ID: C0000120748C01 0017-030-879, C501

Order No.: A70

Oversight/State Project No.:

Federal Project No.: HSIP-030-7(116)

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.

1180 512SX20-0005

TEMP. PVMT MRKG TY. D, CL

III, 4" WITH CONTRAST

LF

14,077.000

1190 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

1200 514SX20-0001

FIELD OFFICE TYPE 1

MODIFIED

MO

23.000

ATTD

1210 515SD20-0004

FLEXIBLE PAVE.PLANING 0"-

2"

SY

21,146.000

1220 517SD20-0001

CONSTRUCTION SURVEYING

CONSTR.

LUMP SUM _________._____LUMP SUM

1230 523SP20-0002

STORM WATER

MANAGEMENT LOW

PERMEABILITY LINER

SY

1,695.000

ATTD

1240 602SD20-0001

TOPSOIL CLASS A 2" ACRE

8.560

1250 602SX20-0006

TOPSOIL SWM LINER COVER

MATERIAL

CY

288.000

ATTD

1260 603SD20-0002

TEMPORARY SEED LB

856.000

1270 603SD20-0003

REGULAR SEED LB

2,381.000

1280 603SD20-0004

OVERSEEDING LB

1,840.000

1290 603SD20-0008

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 2

SY

38,297.000

Schedule of Items Page: 12

Proposal ID: C0000120748C01 0017-030-879, C501

Order No.: A70

Oversight/State Project No.:

Federal Project No.: HSIP-030-7(116)

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.

1300 603SD20-0009

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 3

SY

54,922.000

1310 603SD20-0014

FERTILIZER NITROGEN - N LB

856.000

1320 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

599.000

1330 603SD20-0016

FERTILIZER POTASSIUM - K LB

599.000

1340 603SD20-0017

LIME TON

47.000

1350 605SX20-0013

LANDSCAPE PERMANENT

VEGETATIVE COVER

LUMP SUM _________._____LUMP SUM

ATTD

1360 605SX20-0018

PLANT OR TREE RED CEDAR EA

5.000

1370 606SD20-0002

ROLLED EROSION CTRL

PRODUCT EC-2 TYPE 2

SY

2,485.000

1380 606SD20-0005

ROLLED EROSION CTRL

PRODUCT EC-3 TYPE 1

SY

155.000

1390 606SD20-0006

ROLLED EROSION CTRL

PRODUCT EC-3 TYPE 2

SY

147.000

1400 606SD20-0007

ROLLED EROSION CTRL

PRODUCT EC-3 TYPE 3

SY

15.720

1410 700SD20-0003

REMOVE EXISTING 1 POST

SIGN STRUCTURE

EA

71.000

Schedule of Items Page: 13

Proposal ID: C0000120748C01 0017-030-879, C501

Order No.: A70

Oversight/State Project No.:

Federal Project No.: HSIP-030-7(116)

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.

1420 700SD20-0004

REMOVE EXISTING 2 POST

SIGN STRUCTURE

EA

7.000

1430 700SD20-0007

REMOVE EXISTING 1 POST

SIGN PANEL

EA

2.000

1440 700SD20-0012

RELOCATE EX. 1 POST GRND

MOUNT SGN PANEL

EA

26.000

1450 700SD20-0034

SIGN POST STP-1, 2", 14

GAUGE

LF

450.000

1460 700SD20-0035

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

GAUGE

LF

115.000

1470 700SD20-0036

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

GAUGE

LF

395.000

1480 700SD20-0039

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

22.000

1490 700SD20-0041

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

62.000

1500 700SD20-0056

CONC. FOUND. O/H SIGN

STRUCTURE

CY

11.000

1510 700SD20-0144

8 CONDUCTOR CABLE LF

3,725.000

1520 700SD20-0148

8 CONDUCTOR CABLE EGC LF

1,425.000

1530 700SD20-0149

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

11.000

1540 700SD20-0157

LIGHTING POLE LP-2 TYPE E EA

11.000

Schedule of Items Page: 14

Proposal ID: C0000120748C01 0017-030-879, C501

Order No.: A70

Oversight/State Project No.:

Federal Project No.: HSIP-030-7(116)

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.

1550 700SD20-0174

ELECTRICAL SERVICE WORK

PAD

EA

1.000

1560 700SD20-0178

JUNCTION BOX JB-S2 EA

7.000

1570 700SD20-0181

ELECT. SER. GRD.

ELECTRODE 10'

EA

4.000

1580 700SD20-0192

BORED CONDUIT 3" LF

250.000

1590 700SD20-0194

CONDUIT PVC 2" LF

1,545.000

1600 700SD20-0197

TRENCH EXCAVATION ECI-1 LF

1,545.000

1610 700SD20-0200

SIGN POST STP-2, 4", 8

GAUGE

LF

170.000

1620 700SD20-0201

CONCRETE FOUNDATION

STP-2, TYPE A

EA

3.000

1630 700SD20-0207

CONCRETE FOUNDATION

STP-2, TYPE G

EA

3.000

1640 700SD20-0208

CONCRETE FOUNDATION

STP-2, TYPE H

EA

2.000

1650 700SD20-0209

CONCRETE FOUNDATION

STP-2, TYPE I

EA

1.000

1660 700SD20-0214

CONCRETE FOUNDATION

STP-2, TYPE N

EA

1.000

Schedule of Items Page: 15

Proposal ID: C0000120748C01 0017-030-879, C501

Order No.: A70

Oversight/State Project No.:

Federal Project No.: HSIP-030-7(116)

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.

1670 700SX20-0003

SIGN STRUCTURE,

OVERHEAD CANT.

OVERHEAD CANT.

EA

1.000

ATTD

1680 700SX20-0014

LIGHTING ELECTRICAL

SERVICE SE-5 (RDO)

LUMP SUM _________._____LUMP SUM

ATTD

1690 700SX20-0021

TRAFFIC SIGN RELOCATE

EXISTING 1 POST GROUND

MOUNT SIGHT STRUCTURE

ST-1

EA

1.000

ATTD

1700 701SD20-0001

SIGN PANEL SF

1,568.000

1710 704SD20-0006

TYPE B CLASS I PVMT LINE

MRKG 4"

LF

18,100.000

1720 704SD20-0007

TYPE B CLASS I PVMT LINE

MRKG 6"

LF

1,400.000

1730 704SD20-0008

TYPE B CLASS I PVMT LINE

MRKG 8"

LF

300.000

1740 704SD20-0009

TYPE B CLASS I PVMT LINE

MRKG 12"

LF

300.000

1750 704SD20-0010

TYPE B CLASS I PVMT LINE

MRKG 24"

LF

200.000

1760 704SD20-0030

TYPE B CLASS VI CONTRAST

PVMT LINE MRKG 4"

LF

2,000.000

1770 704SD20-0032

INLAID PAVEMENT MARKER

ASPHALT

EA

170.000

ATTD

Schedule of Items Page: 16

Proposal ID: C0000120748C01 0017-030-879, C501

Order No.: A70

Oversight/State Project No.:

Federal Project No.: HSIP-030-7(116)

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.

1780 704SD20-0036

PVMT MSG. MARK. "ONLY" TY

B, CL II, 6'

EA

3.000

1790 704SD20-0045

PVMT SYMB MRKG THRU

ARROW TY B, CL II

EA

1.000

1800 704SD20-0048

PVMT SYMB MRKG SGL

TURN ARR. TY B CL II

EA

13.000

1810 704SD20-0051

DBL TURN ARR.THRU/LT OR

RT TY B, CL II

EA

1.000

1820 704SD20-0066

SYMB MRKG FISH HOOK, LFT

TY B CL II

EA

2.000

1830 704SD20-0075

SYM MRKG FISH HOOK

THRU/RGHT TY B CL II

EA

2.000

1840 704SD20-0085

PVMT SYMB MRKG YIELD 2' X

3' TY A

EA

68.000

1850 704SD20-0087

PVMT SYMB MRKG YIELD 2' X

3' TY B, CL II

EA

19.000

1860 704SD20-0106

PVMT MSG. MARK. “ONLY” TY

A, 8’

EA

19.000

1870 704SD20-0125

TYPE B CLASS VI CONTRAST

PVMT LINE MRKG 8"

LF

200.000

1880 704SX20-0002

PAVEMENT MARKING PVMT.

MSG. MARK. "WEST" TY. B,

CL. II

EA

1.000

ATTD

Schedule of Items Page: 17

Proposal ID: C0000120748C01 0017-030-879, C501

Order No.: A70

Oversight/State Project No.:

Federal Project No.: HSIP-030-7(116)

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.

1890 704SX20-0002

PAVEMENT MARKING PVMT.

MSG. MARK. "YIELD" TY. A, 8"

EA

12.000

ATTD

1900 704SX20-0002

PAVEMENT MARKING PVMT.

MSG. MARK. SHIELD TY. B, CL

II

EA

1.000

ATTD

1910 704SX20-0002

PAVEMENT MARKING PVMT.

SYMB. MRKG. SI TURN ARR.

U-TURN ARR. U-TURN TY. B,

CL II

EA

3.000

ATTD

1920 704SX20-0004

PAVEMENT MARKING FISH

HOOK THR TY B, CL II

EA

4.000

ATTD

1930 704SX20-0004

PAVEMENT MARKING PVMT.

SYMB MRKG FISH HOOK,

THRU TY A

EA

4.000

ATTD

1940 704SX20-0005

PAVE. MESSAGE MARKING

PVMT. MSG. MARK. "TO" TY.

B, CL II

EA

1.000

ATTD

1950 704SX20-0005

PAVE. MESSAGE MARKING

PVMT. MSG. MARK. "YIELD"

TY. B, CL II

EA

10.000

ATTD

1960 705SD20-0003

CONTROL CENTER CCW-1

TYPE C

EA

1.000

1970 705SX20-0001

LUMINAIRE 133W LED POLE-

MOUNT

EA

11.000

ATTD

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000120748C01

A70

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

_______STORM WATER MAN. BASIN EXCAV. 0.290303SD20-0036

_______CEM. STAB. AGGR. BASE. MATL. TY. I NO. 21A 0.600307SD20-0004

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

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

_______AGGR. MATL. NO. 1 0.600309SD20-0001

_______ASPHALT CONCRETE TY. SM-12.5E CONST 3.500315SD20-0003

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

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

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

_______ASPHALT CONCRETE BM-25.0 3.500315SD20-0010

_______CONT.REINF.HYDR.CONC.PAVE. 11" REINFORCED W/6X6-

W4XW4

0.950316SD20-0013

_______CONC. CL. A4 MOD. LOW SHRINK., SPR. STRUCT. MAINT. 1.892404SD20-0017

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

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

_______CONCRETE CLASS A3 MISC. 1.892504SD20-0001

_______DEMO. OF PAVEMENT FLEXIBLE 0.200508SD20-0004

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

_______TYPE B CLASS VI CONTRAST PVMT LINE MRKG 8" 0.000704SD20-0125

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Steel Price Adjustment

C0000120748C01

A70

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

_______CR REINF. STEEL CL. I SPR. STRUCT. MAINT.406SD20-0011

_______GUARDRAIL GR-MGS1505SD20-0011

_______GUARDRAIL GR-MGS1, 9' POST505SD20-0013

_______RADIAL GUARDRAIL GR-MGS1505SD20-0014

_______RADIAL GUARDRAIL GR-MGS1, 9' POST505SD20-0016

_______GUARDRAIL TERMINAL GR-MGS2505SD20-0017

_______GUARDRAIL END ANCHORAGE GR-MGS3505SD20-0018

_______GUARDRAIL HEIGHT TRANSITION GR-MGS4505SD20-0019

_______FENCE FE-W1507SD20-0001

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

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

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

_______LIGHTING POLE LP-2 TYPE E700SD20-0157

_______TRAFFIC SIGN RELOCATE EXISTING 1 POST GROUND

MOUNT SIGHT STRUCTURE ST-1

700SX20-0021

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000120748C01

A70

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

ASPHALT CONCRETE TY. SM-12.5E CONST315SD20-0003

ASPHALT CONCRETE TY. IM-19.0A CONST315SD20-0004

ASPHALT CONCRETE TY. IM-19.0D CONST315SD20-0005

ASPHALT CONCRETE TY. SM-9.5A CONST315SD20-0007

ASPHALT CONCRETE BM-25.0315SD20-0010

LIQUID ASPHALT COATING (RUMBLE STRIP)315SD20-0016

ASPH.CONC.CURB BACKUP MATL. CONST315SD20-0018

Determination of Major Items

1C0000120748C01Contract ID:

ltem Description Item

Number

ASPHALT CONCRETE TY. IM-19.0D CONST315SD20-0005

BORROW EXCAVATION303SD20-0007

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

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

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

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

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

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

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

*CN512-000130-00 TEMPORARY CONTRAST MARKINGS 2-26-19 (SPCN) 5

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

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

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

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

CN108-000413-02* SUBSTANTIAL COMP. INCENT./DISINCENT. I-9-10-19 (SPCN) 8

LIGHTING ELECTRICAL SERVICE SE-5 4-13-26 (SPCN) 9

CRUSHER RUN AGGREGATE NO. 25 OR 26 4-10-20 (SPCN) 9

UNDERDRAIN MODIFIED 6-20-25 (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 15

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 42

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 48

SP105-001000-01 CRD’S FOR PERMANENT SWMF’S 2-1-18 49

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 51

*SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1-21/20 52

SP107-001510-06 INTERIM DBE REQUIREMENTS 1-26-26 54

SP107-003100-00 MADE IN THE USA REQUIREMENTS 10-03-25 58

SP108-000110-01 PROG. SCHED. FOR CAT. II PROJECTS 3-21-22 65

*SP109-000100-05 ASPHALT MATERIAL PRICE ADJUSTMENT 7-8-24 83

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 85

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 87

SP109-000130-01 ELECTRONIC OR PRINTED WEIGH TICKETS 3-10-25 92

SP700-000180-03 MODIFICATIONS TO AASHTO’S SIGN STRUCT. SPEC. 9-29-20 98

*SP704-000120-00 INLAID PAVEMENT MARKERS 8-26-19 103

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 106

SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 108

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 109

SS109-002020-01 SEC 109 — MEASUREMENT AND PAYMENT 5-1-23 113

SS211-002020-03 SEC 211 – ASPHALT CONCRETE 3-18-24 116

SS220-002020-01 SEC 220 – CONCRETE CURING MATERIALS 8-28-20 122

SS223-002020-02 SEC 223 – STEEL REINFORCEMENT 4-4-23 123

SS234-002020-01 SEC 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 124

SS235-002020-01 SEC 235 – RETROREFLECTORS 5-6-22 125

SS236-002020-01 SEC 236 – WOOD PRODUCTS 5-14-21 126

SS246-002020-02 SEC 246 – PAVEMENT MARKING 5-6-22 130

SS248-002020-02 SEC 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 138

SS305-002020-02 SEC 305 – SUBGRADE AND SHOULDERS 12-20-23 140

SS308-002020-01 SEC 308 - SUBBASE COURSE 7-13-21 142

SS309-002020-01 SEC 309 - AGGREGATE BASE COURSE 7-13-21 143

SS315-002020-05 SEC 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 144

SS317-002020-01 SEC 317— STONE MATRIX ASPHALT CONCRETE PLACEMENT 6-21-24 163

SS318-002020-01 SEC 318 — PAVEMENT INTERLAYERS 8-2-23 165

TABLE OF CONTENTS FOR PROVISIONS

SS319-002020-02 SEC 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 166

SS321-002020-02 SEC 321 – TRENCH WIDENING 5-4-23 170

SS407-002020-02 SEC 407 – STEEL & METAL STRUCT 11-01-22 172

SS411-002020-01 SEC 411 – PROT. COAT. OF METAL 11-01-22 174

SS512-002020-03 SEC 512 – MAINTAINING TRAFFIC 7-1-22 175

SS704-002020-02 SEC 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 188

LOW PERMEABILITY LINERS FOR STORMWATER MANAGEMENT FACILITIES 4-10-26 194

LIME MODIFICATION OF SOILS 4-13-26 196

SECTION 514 – FIELD OFFICE 4-15-26 198

STAMPED HYDRAULIC CEMENT CONCRETE 4-21-26 202

ESTABLISHING PERMANENT VEGETATION 5-19-26 206

cn100-000026-09 GENERAL PROJECT REQUIREMENTS, SUPPLEMENTAL SPECIFICATIONS (SSs), SPECIAL PROVISIONS (SPs) AND SPECIAL PROVISION COPIED NOTES (SPCNs)

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

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

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

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

12-11-25 (SPCN)

cn103-000100-01 SECTION 103.02—AWARD OF CONTRACT of the Specifications is replaced in its entirety with the following:

103.02 – Award of Contract

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

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

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

6-17-25 (SPCN)

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

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

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

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

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

The following constitutes a valid flagger certification card:

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

• Cards issued by VDOT following completion of the Intermediate Work

Zone course;

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

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

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

12-20-24 (SPCN)

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

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

• At least one special character

• At least one alphabetical character

• At least one numerical character

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

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

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

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

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

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

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

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

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

Department’s ATMS systems or designated backup systems.

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

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

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

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

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

1-30-26 (SPCN)

cn221-000100-00 SECTION 221.02—DETAIL REQUIREMENTS of the Specifications is amended by replacing the first paragraph with the following:

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

1-15-25 (SPCN)

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

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

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

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

Physical Properties Test Method Requirements

Compressive strength ASTM D1621, D2412, and D6364

Min. 40 psi at 20% max. deflection immediately after 24 hrs of specimen conditioning at 0 deg F and at 125 deg F

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

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

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

Section 245.03(c) of the Specifications.

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

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

Geocomposite wall drains shall conform to the following:

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

Outer surfaces shall be smooth to prevent excessive wear of bonded filter fabric.

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Physical Property Test Method Requirements

Compressive strength ASTM D1621, D2412, and D6364

Min. 40 psi at 20% max. deflection immediately after 24 hrs of specimen conditioning at 0 degree F and at 125 degree F

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

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

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

Geotextile shall not sag or block the flow channels, shall have a life equivalent to that of the core material, and shall conform to the requirements of Section

245.03(c) of the Specifications.

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

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

1-10-24 (SPCN)

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

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

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

7-13-16_(SPCN)

cn512-000130-00 TEMPORARY CONTRAST MARKINGS – Type D, Class III contrast pavement markings shall be used for all longitudinal temporary pavement markings on bridge decks and hydraulic cement concrete riding surfaces if all of the following are met:

• The road has a speed limit of 45 MPH or greater.

• The hydraulic cement concrete riding surface in question is at least 300 feet in length.

• The temporary markings are planned for at least 15 days of use.

Type D, Class III contrast markings are not required for any markings that are parallel to and within two feet of existing guardrail or other longitudinal barrier.

2-26-19 (SPCN)

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/cn512-000130-00.docx cn704-000200-00 INLAID PAVEMENT MARKER LOCATION AND SPACING — The Contractor shall not install markers on existing bridge decks Inlaid Pavement Markers shall be installed on new bridge decks where required by the Plans. Inlaid Pavement Markers shall be placed in relation to pavement joints and cracks as follows:

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

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

8-11-21

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)

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2020_Standard_Specifications/cn704-000200-00.docx 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…