A31_108810.pdf

COMMONWEALTH of VIRGINIA

Stephen C. Brich, P.E.

Commissioner

Order No.:

DEPARTMENT OF TRANSPORTATION

1221 EAST BROAD STREET

RICHMOND, VIRGINIA 23219

Project:

FHWA:

District:

County:

Route:

Bids:

A31 0011-082-853, C501

STP-5115 (209)

Staunton Rockingham 10:00 A.M. Wednesday, June 24, 2026

To Holders of Bid Proposals:

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

BID PROPOSAL

• The Schedule of items has been revised.

www.VirginiaDOT.org

WE KEEP VIRGINIA MOVING

James L. Swanson, P.E.

State Contract Engineer

Construction Division

Enclosures

Sincerely, May 27 , 2026

PLANS

• The following plan sheets have been revised: 0011-082-853 C501_01D_R11;

0011-082-853 C501_02Q_R11; 0011-082-853 C501_02R_R11. The revised plans are ready for viewing in project wise.

Swanson James P.E.

wre26532

Digitally signed by Swanson James P.E.

wre26532 Date: 2026.05.27 13:34:02 -04'00'

ORDER NO.: A31

CONTRACT ID. NO.: C0000108810C01

Form C-6a Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 11

FHWA NUMBER: STP-5115(209)

PROJECT NUMBER: 0011-082-853,C501

COUNTY: ROCKINGHAM

DISTRICT: STAUNTON

DESCRIPTION: SMART SCALE - ROAD WIDENING AND INT. REALIGNMENT

FROM:

TO:

0.024 MI. N. RTE. 704

0.040 MI. N. HERITAGE DR.

DATE BID SUBMITTED: 10:00 AM WEDNESDAY, JUNE 24, 2026

Form C-118 Rev. 2-1-24

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

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: 0011-082-853,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.

0011-082-853,C501

CONTRACT I.D.

NO.

C0000108810C01

FHWA NO. STP-5115(209)

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

PROJECT NUMBER:

ROUTE NUMBER:

FHWA NUMBER:

DESCRIPTION:

FROM:

TO:

ORDER NO.: A31

CONTRACT ID. NO.: C0000108810C01

TERMS OF THE PROPOSAL\CONTRACT

COMMONWEALTH OF VIRGINIA DEPARTMENT OF

TRANSPORTATION

SUBMITTED: 10:00 AM WEDNESDAY, JUNE 24, 2026

0011-082-853,C501

STP-5115(209)

SMART SCALE - ROAD WIDENING AND INT. REALIGNMENT

0.024 MI. N. RTE. 704

0.040 MI. N. HERITAGE DR.

DISTRICT: STAUNTON COUNTY: ROCKINGHAM

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: AUGUST 2, 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 05/27/2026Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000108810C01 0011-082-853, C501

Order No.: A31

Oversight/State Project No.:

Federal Project No.: STP-5115(209)

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 SWM DOCS

LUMP SUM _________._____LUMP SUM

ATTD

0020 108SP20-0001

BASELINE PROGRESS

SCHEDULE

LUMP SUM _________._____LUMP SUM

ATTD

0030 108SP20-0002

PROGRESS SCHEDULE

UPDATES

EA

19.000

ATTD

0040 109SX20-0032

MONITORING VIBRATION LUMP SUM _________._____LUMP SUM

ATTD

0050 301SD20-0001

CLEARING AND GRUBBING LUMP SUM _________._____LUMP SUM

0060 302SD20-0001

BEDDING MATL.AGGR.NO. 25

OR 26

TON

1,086.000

ATTD

0070 302SD20-0002

BEDDING MATL. AGGR. NO.

TON

272.300

ATTD

0080 302SD20-0004

CONCRETE CLASS A4 BOX

CULVERT

CY

9.400

0090 302SD20-0005

REINF. STEEL LB

943.000

302, 406

0100 302SD20-0013

ENDWALL EW-12 EA

21.000

0110 302SD20-0023

15" PIPE LF

185.000

0120 302SD20-0027

15" STORM SEWER PIPE LF

2,971.000

0130 302SD20-0028

18" PIPE LF

526.000

REVISED MAY 27, 2026

Schedule of Items Page: 3

Proposal ID: C0000108810C01 0011-082-853, C501

Order No.: A31

Oversight/State Project No.:

Federal Project No.: STP-5115(209)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0140 302SD20-0030

18" CONC. PIPE LF

318.000

0150 302SD20-0032

18" STORM SEWER PIPE LF

171.000

0160 302SD20-0037

24" PIPE LF

170.000

0170 302SD20-0039

24" CONC. PIPE LF

98.000

0180 302SD20-0041

24" STORM SEWER PIPE LF

851.000

0190 302SD20-0051

30" STORM SEWER PIPE LF

453.000

0200 302SD20-0075

54" CONC. PIPE LF

280.000

0210 302SD20-0150

68" X 43" ELLIPTICAL PIPE LF

144.000

0220 302SD20-0198

15" END SECTION ES-1 OR 2 EA

13.000

0230 302SD20-0200

18" END SECTION ES-1 OR 2 EA

23.000

0240 302SD20-0201

18" END SECTION ES-1 EA

4.000

0250 302SD20-0204

24" END SECTION ES-1 OR 2 EA

5.000

0260 302SD20-0205

24" END SECTION ES-1 EA

5.000

0270 302SD20-0208

30" END SECTION ES-1 OR 2 EA

1.000

0280 302SD20-0242

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

2.000

Schedule of Items Page: 4

Proposal ID: C0000108810C01 0011-082-853, C501

Order No.: A31

Oversight/State Project No.:

Federal Project No.: STP-5115(209)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0290 302SD20-0243

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

1.000

0300 302SD20-0259

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

1.000

0310 302SD20-0312

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

13.000

0320 302SD20-0313

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

7.000

0330 302SD20-0314

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

7.000

0340 302SD20-0315

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

2.000

0350 302SD20-0323

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

1.000

0360 302SD20-0329

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

4.000

0370 302SD20-0446

DROP INLET DI-5 EA

1.000

0380 302SD20-0447

DROP INLET DI-7 EA

3.000

0390 302SD20-0448

DROP INLET DI-7A EA

6.000

0400 302SD20-0449

DROP INLET DI-7B EA

3.000

0410 302SD20-0662

MANHOLE MH-1 OR 2 LF

38.800

0420 302SD20-0663

FRAME & COVER MH-1 EA

6.000

Schedule of Items Page: 5

Proposal ID: C0000108810C01 0011-082-853, C501

Order No.: A31

Oversight/State Project No.:

Federal Project No.: STP-5115(209)

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.

0430 302SD20-0673

STORMWATER

MAN.DRAIN.STR.SWM-1

LF

40.500

0440 303SD20-0001

REGULAR EXCAVATION CY

47,425.000

0450 303SD20-0007

BORROW EXCAVATION MIN.

CBR 5

CY

26,970.000

0460 303SD20-0010

EMBANKMENT MIN. CBR 5 CY

1,568.000

0470 303SD20-0016

MINOR STR. EXCAV. PIPE

CULVERT

CY

893.200

0480 303SD20-0017

MINOR STR. EXCAV. BOX

CULVERT

CY

10.000

0490 303SD20-0021

TEMPORARY DIVERSION

DIKE

LF

843.000

0500 303SD20-0022

CHECK DAM ROCK TY. I EA

93.000

0510 303SD20-0023

CHECK DAM ROCK TY. II EA

191.000

0520 303SD20-0028

DEWATERING BASIN EC-8 EA

2.000

0530 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

4,106.000

0540 303SD20-0030

INLET PROTECTION TYPE A EA

16.000

0550 303SD20-0031

INLET PROTECTION TYPE B EA

46.000

Schedule of Items Page: 6

Proposal ID: C0000108810C01 0011-082-853, C501

Order No.: A31

Oversight/State Project No.:

Federal Project No.: STP-5115(209)

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 303SD20-0032

GEOTEXTILE FABRIC SY

2,382.000

0570 303SD20-0034

TEMP. SILT FENCE TYPE A LF

11,954.000

0580 303SD20-0035

TEMP. SEDIMENT BASIN

EXCAVATION

CY

583.000

0590 303SD20-0036

STORM WATER MAN. BASIN

EXCAV.

CY

6,300.000

0600 303SX20-0025

HYDRO. CONTROL FEATURE

PERMANENT CHECK DAM

EA

3.000

0610 305SD20-0009

GEOTEXTILE SUBGRADE

STAB.

SY

56,214.000

0620 305SX20-0006

SELECT MATERIAL SELECT

MATERIAL TYPE OGB

TON

34,723.000

ATTD

0630 306SD20-0001

LIME TON

76.450

0640 308SD20-0007

AGGR. MATL. NO. 21B TON

22,843.000

0650 308SX20-0005

COARSE AGGREGATE NO.8 TON

1,413.500

ATTD

0660 315SD20-0001

ASPHALT CONCRETE TY. SM-

12.5A CONST

TON

868.000

0670 315SD20-0004

ASPHALT CONCRETE TY. IM-

19.0A CONST

TON

2,385.000

0680 315SD20-0008

ASPHALT CONCRETE TY. SM-

9.5D CONST

TON

8,081.000

Schedule of Items Page: 7

Proposal ID: C0000108810C01 0011-082-853, C501

Order No.: A31

Oversight/State Project No.:

Federal Project No.: STP-5115(209)

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.

0690 315SD20-0010

ASPHALT CONCRETE BM-25.0 TON

23,330.000

0700 315SX20-0011

SAW-CUT ASPH CONC FULL

DEPTH

LF

7,453.000

0710 414SD20-0003

EROSION CTRL. STONE CL. I,

EC-1

TON

468.600

0720 414SD20-0005

EROSION CTRL. STONE CL.

II, EC-1

TON

63.700

0730 414SD20-0012

DRY RIPRAP CL.I 26" TON

203.600

0740 501SD20-0002

UNDERDRAIN UD-2 LF

7,645.000

0750 501SD20-0004

UNDERDRAIN UD-4 LF

767.000

0760 501SD20-0005

UNDERDRAIN UD-5 LF

4,827.000

0770 501SD20-0006

CROSSDRAIN CD-1 LF

32.000

0780 501SD20-0007

CROSSDRAIN CD-2 LF

315.000

0790 501SD20-0009

OUTLET PIPE LF

827.000

0800 502SD20-0004

PAVED DITCH PG-5 SY

835.400

0810 502SD20-0011

CURB, STD. CG-2 LF

361.000

0820 502SD20-0012

CURB, RADIAL CG-2 LF

346.000

Schedule of Items Page: 8

Proposal ID: C0000108810C01 0011-082-853, C501

Order No.: A31

Oversight/State Project No.:

Federal Project No.: STP-5115(209)

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.

0830 502SD20-0022

COMB. CURB & GUTTER,

STD. CG-6

LF

810.000

0840 502SD20-0023

COMB. CURB & GUTTER,

RAD. CG-6

LF

367.000

0850 502SD20-0036

MEDIAN BARRIER MB-7D LF

14,867.000

0860 502SD20-0053

MEDIAN STRIP MS-1 SY

66.000

0870 502SD20-0058

MEDIAN STRIP MS-2 LF

4,922.000

0880 503SD20-0002

R/W MONUMENT RM-2 EA

86.000

0890 504SD20-0001

CONCRETE CLASS A3 MISC. CY

108.600

302, 504

0900 504SD20-0005

GEOTEXTILE DRAINAGE

FABRIC

SY

1,878.000

0910 505SD20-0012

GUARDRAIL GR-MGS1A LF

33.000

0920 505SD20-0015

RADIAL GUARDRAIL GR-

MGS1A

LF

68.000

0930 505SD20-0017

GUARDRAIL TERMINAL GR-

MGS2

EA

1.000

0940 505SD20-0018

GUARDRAIL END

ANCHORAGE GR-MGS3

EA

1.000

0950 505SD20-0066

CABLE BARRICADE CR-1 EA

9.000

Schedule of Items Page: 9

Proposal ID: C0000108810C01 0011-082-853, C501

Order No.: A31

Oversight/State Project No.:

Federal Project No.: STP-5115(209)

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.

0960 505SD20-0073

REMOVE EXISTING

GUARDRAIL

LF

127.000

0970 507SD20-0027

HIGH VISIBILITY FENCE, 4

FEET

LF

670.000

0980 508SD20-0004

DEMO. OF PAVEMENT

FLEXIBLE

SY

18,437.000

0990 509SD20-0001

FLOWABLE BACKFILL CY

30.000

1000 510SD20-0038

ADJUST EXIST. VALVE & BOX EA

10.000

1010 510SD20-0042

ADJUST EXIST. FIRE

HYDRANT

EA

3.000

1020 510SD20-0046

ADJUST EXIST. WATER

METER & BOX

EA

1.000

1030 510SX20-0031

MODIFY EXIST. MODIFY

EXISTING JUNCTION BOX

EA

1.000

1040 510SX20-0039

REMOVE EXIST. REMOVE

EXIST CURB

LF

74.000

1060 511SD20-0001

ALLAYING DUST HR

700.000

1070 512SD20-0007

IMPACT ATTEN.SER. TY. 1 TL-

3, >=40 MPH

EA

13.000

1080 512SD20-0013

TYPE 3 BARRICADE 8' EA

6.000

1090 512SD20-0014

TEMPORARY SIGN SF

1,232.000

Schedule of Items Page: 10

Proposal ID: C0000108810C01 0011-082-853, C501

Order No.: A31

Oversight/State Project No.:

Federal Project No.: STP-5115(209)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

1100 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

5,884.000

1110 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

44,620.000

1120 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

39,040.000

1130 512SD20-0026

ELECTRONIC ARROW BOARD HR

17,808.000

1140 512SD20-0027

FLAGGER SERVICE HR

1,000.000

1150 512SD20-0029

WARNING LIGHT TY. B DAY

959.000

1160 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

5,840.000

1170 512SD20-0046

TEMP. PVMT MRKG TY. A, 4" LF

12,271.000

1180 512SD20-0047

TEMP. PVMT MRKG TY. A, 6" LF

13,030.000

1190 512SD20-0048

TEMP. PVMT MRKG TY. A, 8" LF

4,257.000

1200 512SD20-0049

TEMP. PVMT MRKG TY. A, 12" LF

202.000

1210 512SD20-0050

TEMP. PVMT MRKG TY. A, 24" LF

85.000

1220 512SD20-0051

TEMP. PVMT. SYMB. MRKG

THRU ARROW TY. A

EA

2.000

Schedule of Items Page: 11

Proposal ID: C0000108810C01 0011-082-853, C501

Order No.: A31

Oversight/State Project No.:

Federal Project No.: STP-5115(209)

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.

1230 512SD20-0052

TEMP. PVMT. SYMB. MRKG

SNGL TURN ARROW TY. A

EA

4.000

1240 512SX20-0006

TEMP. PVMT MRKG MARKER EA

129.000

1250 512SX20-0040

POLICE PATROL UNIFORMED

FLAGGERS

HR

400.000

ATTD

1260 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

1270 514SD20-0001

FIELD OFFICE TY.I MO

24.000

1280 515SD20-0005

FLEXIBLE PAVE. PLANING

ABOVE 2"-4"

SY

24,536.000

1290 516SX20-0008

DEMO. OF BLDG. DEMO

EXISTING BUILDING (D-1)

LUMP SUM _________._____LUMP SUM

1300 516SX20-0008

DEMO. OF BLDG. DEMO

EXISTING SHED (D-901)

LUMP SUM _________._____LUMP SUM

1310 516SX20-0008

DEMO. OF BLDG. DEMO

EXISTING SIGN (D-13)

LUMP SUM _________._____LUMP SUM

1320 516SX20-0008

DEMO. OF BLDG. DEMO

EXISTING SIGN (D-2)

LUMP SUM _________._____LUMP SUM

1330 516SX20-0008

DEMO. OF BLDG. DEMO

EXISTING SIGN (D-6)

LUMP SUM _________._____LUMP SUM

1340 516SX20-0008

DEMO. OF BLDG. DEMO

EXISTING SIGN (D-702)

LUMP SUM _________._____LUMP SUM

Schedule of Items Page: 12

Proposal ID: C0000108810C01 0011-082-853, C501

Order No.: A31

Oversight/State Project No.:

Federal Project No.: STP-5115(209)

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.

1350 516SX20-0008

DEMO. OF BLDG. DEMO

EXISTING SIGN (D-703)

LUMP SUM _________._____LUMP SUM

1360 516SX20-0008

DEMO. OF BLDG. DEMO

EXISTING SIGN (D-705)

LUMP SUM _________._____LUMP SUM

1370 516SX20-0008

DEMO. OF BLDG. DEMO

EXISTING SIGN (D-707)

LUMP SUM _________._____LUMP SUM

1380 516SX20-0008

DEMO. OF BLDG. DEMO

EXISTING SIGN (D-708)

LUMP SUM _________._____LUMP SUM

1390 516SX20-0008

DEMO. OF BLDG. DEMO

EXISTING SIGN (D-709)

LUMP SUM _________._____LUMP SUM

1400 516SX20-0008

DEMO. OF BLDG. DEMO

EXISTING SIGN (D-710)

LUMP SUM _________._____LUMP SUM

1410 516SX20-0008

DEMO. OF BLDG. DEMO

EXISTING SIGN (D-711)

LUMP SUM _________._____LUMP SUM

1420 516SX20-0008

DEMO. OF BLDG. DEMO

EXISTING WELL (D-9)

LUMP SUM _________._____LUMP SUM

1430 517SD20-0001

CONSTRUCTION SURVEYING

CONSTR.

LUMP SUM _________._____LUMP SUM

1440 520SD20-0003

1" WATER SERVICE LINE LF

993.000

1450 520SD20-0005

1 1/2" WATER SERVICE LINE LF

4.000

1460 520SD20-0014

6" DI WATER MAIN LF

137.000

Schedule of Items Page: 13

Proposal ID: C0000108810C01 0011-082-853, C501

Order No.: A31

Oversight/State Project No.:

Federal Project No.: STP-5115(209)

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.

1470 520SD20-0016

8" DI WATER MAIN LF

717.000

1480 520SD20-0018

10" DI WATER MAIN LF

935.000

1490 520SD20-0020

12" DI WATER MAIN LF

72.000

1500 520SD20-0075

10" OFFSET EXIST. PIPE LF

30.000

1510 520SD20-0076

12" OFFSET EXIST. PIPE LF

60.000

1520 520SD20-0089

6" GATE VALVE & BOX EA

2.000

1530 520SD20-0090

8" GATE VALVE & BOX EA

9.000

1540 520SD20-0091

10" GATE VALVE & BOX EA

1.000

1550 520SD20-0092

12" GATE VALVE & BOX EA

1.000

1560 520SD20-0137

12"X6" TAPPING SLEEVE

VALVE & BOX

EA

1.000

1570 520SD20-0162

FIRE HYDRANT EA

3.000

1580 520SD20-0168

1" WATER METER BOX &

YOKE

EA

1.000

1590 520SD20-0183

6" SANITARY SERVICE

LATERAL CONNECTION

LF

107.000

1600 520SD20-0185

8" SANITARY SEWER PIPE

PVC

LF

1,099.000

Schedule of Items Page: 14

Proposal ID: C0000108810C01 0011-082-853, C501

Order No.: A31

Oversight/State Project No.:

Federal Project No.: STP-5115(209)

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.

1610 520SD20-0186

8" DI SANITARY SEWER PIPE LF

538.000

1620 520SD20-0266

8" SANITARY DROP

CONNECTION

LF

3.500

1630 520SD20-0272

SANITARY SEWER MANHOLE LF

83.800

1640 520SD20-0274

MANHOLE FRAME & COVER F

& C-1

EA

13.000

1650 520SD20-0293

16" STEEL ENCASE. PIPE LF

263.000

1660 520SX20-0002

WATER FACILITIES 3/4"

WATER METER BOX & YOKE

EA

18.000

1670 520SX20-0006

6" SEWER CLEANOUT EA

4.000

1680 520SX20-0009

SANITARY SEWER 2"

SANITARY FORCE MAIN

LF

31.000

1690 523SP20-0002

STORM WATER

MANAGEMENT LOW

PERMEABILITY LINER

SY

4,055.000

ATTD

1700 523SP20-0003

STORM WATER MGT.

BIORETENTION SOIL

MIXTURE

CY

1,645.300

ATTD

1710 602SD20-0004

TOPSOIL CLASS B CY

524.000

1720 602SX20-0006

TOPSOIL 3" TOPSOIL CLASS

B

CY

5,607.000

Schedule of Items Page: 15

Proposal ID: C0000108810C01 0011-082-853, C501

Order No.: A31

Oversight/State Project No.:

Federal Project No.: STP-5115(209)

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.

1730 603SD20-0002

TEMPORARY SEED LB

1,390.000

1740 603SD20-0003

REGULAR SEED LB

5,560.000

1750 603SD20-0004

OVERSEEDING LB

4,448.000

1760 603SD20-0014

FERTILIZER NITROGEN - N LB

1,390.000

1770 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

973.000

1780 603SD20-0016

FERTILIZER POTASSIUM - K LB

973.000

1790 604SD20-0001

SOD SY

2,247.000

1800 606SD20-0001

ROLLED EROSION CTRL

PRODUCT EC-2 TYPE 1

SY

4,944.000

1810 606SD20-0002

ROLLED EROSION CTRL

PRODUCT EC-2 TYPE 2

SY

1,075.000

1820 606SD20-0003

ROLLED EROSION CTRL

PRODUCT EC-2 TYPE 3

SY

350.000

1830 606SD20-0005

ROLLED EROSION CTRL

PRODUCT EC-3 TYPE 1

SY

1,178.000

1840 610SD20-0001

GABIONS CY

129.900

1850 700SD20-0003

REMOVE EXISTING 1 POST

SIGN STRUCTURE

EA

13.000

Schedule of Items Page: 16

Proposal ID: C0000108810C01 0011-082-853, C501

Order No.: A31

Oversight/State Project No.:

Federal Project No.: STP-5115(209)

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.

1860 700SD20-0034

SIGN POST STP-1, 2", 14

GAUGE

LF

516.500

1870 700SD20-0036

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

GAUGE

LF

66.750

1880 700SD20-0037

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

GAUGE

LF

117.000

1890 700SD20-0038

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

59.000

1900 700SD20-0039

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

6.000

1910 700SD20-0060

ELECTRICAL SERVICE SE-5 EA

2.000

1920 700SD20-0068

CONC. FOUND. PF-8 CY

75.000

1930 700SD20-0090

SIGNAL MAST ARM POLE MP-

3, TY. A

EA

1.000

1940 700SD20-0091

SIGNAL MAST ARM POLE MP-

3, TY. B1

EA

2.000

1950 700SD20-0093

SIGNAL MAST ARM POLE MP-

3, TY. C

EA

2.000

1960 700SD20-0100

MAST ARM 49' EA

1.000

1970 700SD20-0101

MAST ARM 60' EA

4.000

1980 700SD20-0103

MAST ARM 70' EA

2.000

Schedule of Items Page: 17

Proposal ID: C0000108810C01 0011-082-853, C501

Order No.: A31

Oversight/State Project No.:

Federal Project No.: STP-5115(209)

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.

1990 700SD20-0108

8/3 CONDUCTOR CABLE LF

470.000

2000 700SD20-0111

14/3 CONDUCTOR CABLE LF

1,655.000

2010 700SD20-0112

14/4 CONDUCTOR CABLE LF

3,600.000

2020 700SD20-0114

14/7 CONDUCTOR CABLE LF

1,005.000

2030 700SD20-0174

ELECTRICAL SERVICE WORK

PAD

EA

2.000

2040 700SD20-0178

JUNCTION BOX JB-S2 EA

6.000

2050 700SD20-0179

JUNCTION BOX JB-S3 EA

2.000

2060 700SD20-0181

ELECT. SER. GRD.

ELECTRODE 10'

EA

10.000

2070 700SD20-0191

BORED CONDUIT 2" LF

300.000

2080 700SD20-0192

BORED CONDUIT 3" LF

1,270.000

2090 700SD20-0194

CONDUIT PVC 2" LF

170.000

2100 700SD20-0195

CONDUIT PVC 3" LF

500.000

2110 700SD20-0197

TRENCH EXCAVATION ECI-1 LF

500.000

2120 700SD20-0199

TEST BORE EA

5.000

Schedule of Items Page: 18

Proposal ID: C0000108810C01 0011-082-853, C501

Order No.: A31

Oversight/State Project No.:

Federal Project No.: STP-5115(209)

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.

2130 700SX20-0010

TRAFFIC SIGNALIZATION ATC

CABINET - 5 DOOR

CONFIGURATION 32

OUTPUTS

EA

2.000

ATTD

2140 700SX20-0010

TRAFFIC SIGNALIZATION

MCCAIN 2070LX

CONTROLLER

EA

2.000

2150 700SX20-0022

CONC FOUNDATION

CONCRETE FOUNDATION CF-

EA

2.000

2160 701SD20-0001

SIGN PANEL SF

662.260

2170 703SD20-0007

TRAF. SIG. HEAD SECT. 12"

HVS BACKPLATE

EA

60.000

2180 703SD20-0014

VIDEO DETECTION CAMERA EA

4.000

2190 703SD20-0015

VIDEO DETECTION CABLE LF

1,330.000

2200 703SD20-0016

VIDEO DETECTION SYSTEM EA

2.000

2210 703SD20-0022

EVP DETECTION SYSTEM 3-

WAY

EA

2.000

2220 703SD20-0024

EVP DETECTOR CABLE LF

1,655.000

2230 703SD20-0034

HANGER ASSEMBLY SM-3,

ONE WAY

EA

18.000

2240 703SD20-0044

REMOVE EXISTING POLE EA

4.000

Schedule of Items Page: 19

Proposal ID: C0000108810C01 0011-082-853, C501

Order No.: A31

Oversight/State Project No.:

Federal Project No.: STP-5115(209)

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.

2250 703SD20-0045

REMOVE EXISTING

FOUNDATION

EA

2.000

2260 703SD20-0047

REMOVE EXISTING

CONTROLLER

EA

2.000

2270 703SD20-0053

UNINTERRUPT. PWR SUPPLY

TYPE 2

EA

2.000

2280 703SD20-0054

UNINTERRUPT. PWR SUPPLY

BATTERY PAC

EA

2.000

2290 703SD20-0055

UNINTERRUPT. PWR SUPPLY

CABINET ATT

EA

2.000

2300 703SX20-0003

DETECTOR VIDEO

DETECTION CAMERA 360

Degree

EA

2.000

2310 704SD20-0006

TYPE B CLASS I PVMT LINE

MRKG 4"

LF

30,381.000

2320 704SD20-0015

TYPE B CLASS II PVMT LINE

MRKG 24"

LF

575.000

2330 704SD20-0032

INLAID PAVEMENT MARKER

ASPHALT

EA

148.000

ATTD

2340 704SD20-0036

PVMT MSG. MARK. "ONLY" TY

B, CL II, 6'

EA

5.000

2350 704SD20-0048

PVMT SYMB MRKG SGL

TURN ARR. TY B CL II

EA

41.000

Schedule of Items Page: 20

Proposal ID: C0000108810C01 0011-082-853, C501

Order No.: A31

Oversight/State Project No.:

Federal Project No.: STP-5115(209)

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.

2360 704SD20-0060

SYMB MRKG LANE

REDUCTION ARR TY B CL II

EA

3.000

2370 807SD20-0001

CELLULAR/PCS WIRELESS

MODEM

EA

2.000

2380 808SD20-0001

FIBER OPTIC CABLE 24

STRAND

LF

550.000

2390 808SD20-0005

PRE-TERMINATED FIBER

PATCH PANEL

EA

2.000

2400 808SD20-0006

UNDERGROUND SPLICE

ENCLOSURE

EA

2.000

2410 809SD20-0002

MANAGED FIELD ETHERNET

SWITCH Gbps

EA

2.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Virginia Department of Transportation 04/15/2026Date Printed:

Page

Bid Items Eligible For Fuel Adjustment

C0000108810C01

A31

Contract ID:

Order No.:

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

FORM C-21B

Rev 12-21-05

0001 REGULAR BID ITEMSSECTION:

ltem Description Fuel Factor gal/unit Option Item

Number

_______BEDDING MATL.AGGR.NO. 25 OR 26 0.400302SD20-0001

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

_______CONCRETE CLASS A4 BOX CULVERT 1.892302SD20-0004

_______REGULAR EXCAVATION 0.290303SD20-0001

_______BORROW EXCAVATION MIN. CBR 5 0.290303SD20-0007

_______EMBANKMENT MIN. CBR 5 0.290303SD20-0010

_______MINOR STR. EXCAV. PIPE CULVERT 0.290303SD20-0016

_______MINOR STR. EXCAV. BOX CULVERT 0.290303SD20-0017

_______SILTATION CONTROL EXCAVATION 0.290303SD20-0029

_______STORM WATER MAN. BASIN EXCAV. 0.290303SD20-0036

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

_______ASPHALT CONCRETE TY. SM-12.5A CONST 3.500315SD20-0001

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

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

_______ASPHALT CONCRETE BM-25.0 3.500315SD20-0010

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

_______EROSION CTRL. STONE CL. II, EC-1 0.600414SD20-0005

_______DRY RIPRAP CL.I 26" 0.400414SD20-0012

_______CONCRETE CLASS A3 MISC. 1.892504SD20-0001

_______DEMO. OF PAVEMENT FLEXIBLE 0.200508SD20-0004

_______FLEXIBLE PAVE. PLANING ABOVE 2"-4" 0.160515SD20-0005

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Steel Price Adjustment

C0000108810C01

A31

Contract ID:

Order No.:

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

Rev 12-21-08

FORM C-21C

0001 REGULAR BID ITEMSSECTION:

ltem Description Option Item

Number

_______REINF. STEEL302SD20-0005

_______GUARDRAIL GR-MGS1A505SD20-0012

_______RADIAL GUARDRAIL GR-MGS1A505SD20-0015

_______GUARDRAIL TERMINAL GR-MGS2505SD20-0017

_______GUARDRAIL END ANCHORAGE GR-MGS3505SD20-0018

_______16" STEEL ENCASE. PIPE520SD20-0293

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

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

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

_______SIGNAL MAST ARM POLE MP-3, TY. A700SD20-0090

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

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

_______MAST ARM 49'700SD20-0100

_______MAST ARM 60'700SD20-0101

_______MAST ARM 70'700SD20-0103

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000108810C01

A31

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

ASPHALT CONCRETE TY. SM-12.5A CONST315SD20-0001

ASPHALT CONCRETE TY. IM-19.0A CONST315SD20-0004

ASPHALT CONCRETE TY. SM-9.5D CONST315SD20-0008

ASPHALT CONCRETE BM-25.0315SD20-0010

Determination of Major Items

1C0000108810C01Contract ID:

ltem Description Item

Number

SELECT MATERIAL SELECT MATERIAL TYPE OGB305SX20-0006

ASPHALT CONCRETE BM-25.0315SD20-0010

REGULAR EXCAVATION303SD20-0001

AGGR. MATL. NO. 21B308SD20-0007

ASPHALT CONCRETE TY. SM-9.5D CONST315SD20-0008

BORROW EXCAVATION MIN. CBR 5303SD20-0007

MEDIAN BARRIER MB-7D502SD20-0036

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

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

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

CN105-000140-00 SECTION 105.14 MAINTENANCE DURING CONSTRUCTION 12-20-24 (SPCN) 2

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

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

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

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

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

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

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

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

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

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

SECTION 108.02 – LIMITS OF OPERATIONS 1/13/26(SPCN) 8

CHECK DAMS 9-26-16 (SPCN) 9

BEDDING MATERIAL AGGREGATE NO. 57 5-15-19 (SPCN) 9

BEDDING MATERIAL AGGREGATE SIZE NO. 25 OR 26 4-10-20 (SPCN) 9

COARSE AGGREGATE NO. 8 5-20-25 (SPCN) 10

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

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

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 43

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 49

SP105-001000-01 CRD’S FOR PERMANENT SWMF’S 2-1-18 50

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 52

*SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1-21/20 53

SP107-001510-05 INTERIM DBE REQUIREMENTS 11-05-25 55

SP107-003100-00 MADE IN THE USA REQUIREMENTS 10-03-25 59

SP108-000110-01 PROG. SCHED. FOR CAT. II PROJECTS 3-21-22 66

*SP109-000100-05 ASPHALT MATERIAL PRICE ADJUSTMENT 7-8-24 84

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 86

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 88

SP109-000130-01 ELECTRONIC OR PRINTED WEIGH TICKETS 3-10-25 93

*SP309-000100-00 SELECT MATERIAL – TYPE OGB 4-20-18 99

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

SP703-000130-00 ADVANCED TRANSPORTATION CONTROLLER (ATC) CABINETS 7-15-21 105

*SP704-000120-00 INLAID PAVEMENT MARKERS 8-26-19 125

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 128

SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 130

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 131

SS109-002020-01 SEC. 109—MEASUREMENT AND PAYMENT 5-1-23 135

SS211-002020-03 SECT 211 – ASPHALT CONCRETE 3-18-24 138

SS220-002020-01 SECTION 220 – CONCRETE CURING MATERIALS 8-28-20 143

SS223-002020-02 SECTION 223 – STEEL REINFORCEMENT 4-4-23 144

*SS234-002020-01 SECTION 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 145

*SS235-002020-01 SECTION 235 – RETROREFLECTORS 5-6-22 146

SS236-002020-01 SECTION 236 – WOOD PRODUCTS 5-14-21 147

*SS246-002020-02 SECTION 246 – PAVEMENT MARKING 5-6-22 151

SS248-002020-02 SECTION 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 158

*SS305-002020-02 SECTION 305 – SUBGRADE AND SHOULDERS 12-20-23 160

SS308-002020-01 SECTION 308 -SUBBASE COURSE 7-13-21 162

TABLE OF CONTENTS FOR PROVISIONS

SS309-002020-01 SECTION 309 - AGGREGATE BASE COURSE 7-13-21 163

SS315-002020-05 SECTION 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 164

SS317-002020-01 SECTION 317 STONE MATRIX ASPHALT CONCRETE PLACEMENT 6-21-24 183

SS318-002020-01 SECTION 318—PAVEMENT INTERLAYERS 8-2-23 185

*SS319-002020-02 SECT 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 186

SS321-002020-02 SECTION 321 – TRENCH WIDENING 5-4-23 190

*SS407-002020-02 SEC. 407 – STEEL & METAL STRUCT 11-01-22 192

*SS411-002020-01 SEC. 411 – PROT. COAT. OF METAL 11-01-22 195

*SS512-002020-03 SECTION 512 – MAINTAINING TRAFFIC 7-1-22 196

*SS704-002020-02 SECTION 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 209

SECTION 107 LEGAL RESPONSIBILITIES (PROTECTION OF KARST FEATURES) 12-11-20 215

CONTROLLED BLASTING 7-23-02 217

TREE REMOVAL TIME OF YEAR RESTRICTION FOR BAT HABITAT 4-14-25 220

MANUFACTURED IMPERMEABLE GEOSYNTHETIC LINER 5-20-20 221

BIORETENTION BASINS 12-9-16 223

SECTION 105.08 – COOPERATION WITH REGARD TO UTILITIES 3-13-26 230

cn100-000026-09 GENERAL PROJECT REQUIREMENTS, SUPPLEMENTAL SPECIFICATIONS

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

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

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

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

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

12-11-25 (SPCN)

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

103.02 – Award of Contract

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

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

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

6-17-25 (SPCN)

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

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

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

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

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

The following constitutes a valid flagger certification card:

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

• Cards issued by VDOT following completion of the Intermediate Work

Zone course;

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

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

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

12-20-24 (SPCN)

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

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

• At least one special character

• At least one alphabetical character

• At least one numerical character

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

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

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

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

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

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

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

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

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

Department’s ATMS systems or designated backup systems.

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

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

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

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

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

1-30-26 (SPCN)

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

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

1-15-25 (SPCN)

https://covgov.sharepoint.com/:w:/r/sites/TM-VDOT-SC-Specifications-External/_layouts/15/Doc.aspx?sourcedoc=%7BF1622882-4C64-446A-AE11-E07A4F78D1F2%7D&file=cn221-000100-00.docx&action=default&mobileredirect=true cn245-000100-01 SECTION 245.03—TESTING AND DOCUMENTATION of the Specifications is amended by the following:

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

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

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

Physical Properties Test Method Requirements

Compressive strength ASTM D1621, D2412, and D6364

Min. 40 psi at 20% max.

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

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

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

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

Section 245.03(c) of the Specifications.

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

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

Geocomposite wall drains shall conform to the following:

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

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

Physical Property Test Method Requirements

Compressive strength ASTM D1621, D2412, and D6364

Min. 40 psi at 20% max.

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

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

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

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

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

245.03(c) of the Specifications.

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

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

1-10-24 (SPCN)

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

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

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

7-13-16_(SPCN)

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.

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/2020_Standard_Specifications/cn704-000200-00.docx

• 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.