843706vadotA54B_119192.pdf

ORDER NO.: A54

CONTRACT ID. NO.: C0000119192C01B

Form C-6a

Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 76

FHWA NUMBER: STP-5A27(883)

PROJECT NUMBER: 0076-964-121, C501

COUNTY: CHESTERFIELD, CITY OF RICHMOND

DISTRICT: RICHMOND

DESCRIPTION: SMART SCALE - SAFETY IMPROVEMENTS

FROM:

TO:

0.787 MI. S. OF POWHITE CREEK

0.311 MI. N. OF POWHITE CREEK

DATE BID SUBMITTED: 10:00 AM WEDNESDAY, OCTOBER 28, 2026

Form C-118

Rev. 8-10-2026

COMMONWEALTH OF VIRGINIA

NOTICE TO BIDDERS

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

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

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

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

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

5. Bid bonds shall conform to Section 102.07. The bid bond number shall be placed in the appropriate space in your electronic bid. As an alternative, you may complete the bottom line of Form C-24. The form may be emailed to the Construction Division at VDOTContracts@vdot.virginia.gov and must be received prior to the opening of bids.

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

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

Form C-24

Rev. 7-6-05

PROPOSAL GUARANTY

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

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

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

SIGNED, sealed and dated this Day of , 20

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

PROJECT NUMBER: 0076-964-121, 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. 0076-964-121, C501 CONTRACT I.D. NO. C0000119192C01B

FHWA NO. STP-5A27(883) DATE SUBMITTED

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

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

Vendor Signature:

Vendor ID No. Title:

Vendor’s Address: ____________________________________

City: __________________

State: __________________ Zip Code: _________

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION (ALL)

VENDOR

NUMBER

NAME OF SUBCONTRACTOR/SUPPLIER TELEPHONE

NUMBER

UTILIZED

(Y/N)

NOTE: ATTACH ADDITIONAL PAGES, IF NECESSARY.

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

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

REQUESTED IN THIS FORM.

Form C-48 Rev. 10-03-25

VENDOR SURVEY

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

VENDOR SURVEY FOR THEMSELVES AND A VENDOR SURVEY FOR EACH SUBCONTRACTOR

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

VENDOR’S FULL LEGAL NAME: ________________________________________

VENDOR ID NO.: __________________

ADDRESS: ____________________________________

CITY: ____________________________________

STATE: _______________ ZIP CODE: _________

VENDOR’S YEARS IN BUSINESS: _____________

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

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

KNOWLEDGE.

Printed Full Legal Name of Person Signing for Vendor

Signature: ____________________________________________

Form C-7

Rev. 2-2-24

SHEET 1

TERMS OF THE PROPOSAL\CONTRACT

SUBMITTED: 10:00 AM WEDNESDAY, OCTOBER 28, 2026

ROUTE NUMBER: 76

FHWA NUMBER: STP-5A27(883)

DESCRIPTION: SMART SCALE - SAFETY IMPROVEMENTS

FROM:

TO:

0.787 MI. S. OF POWHITE CREEK

0.311 MI. N. OF POWHITE CREEK

DISTRICT: RICHMOND COUNTY: CHESTERFIELD, CITY OF RICHMOND

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: DECEMBER 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 09/03/2026Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000119192C01B 0076-964-121, C501

Order No.: A54

Oversight/State Project No.:

Federal Project No.: STP-5A27(883)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0010 108SP20-0001

BASELINE PROGRESS

SCHEDULE

LUMP SUM _________._____LUMP SUM

ATTD

0020 108SP20-0002

PROGRESS SCHEDULE

UPDATES

EA

23.000

ATTD

0030 301SD20-0001

CLEARING AND GRUBBING LUMP SUM _________._____LUMP SUM

0040 302SD20-0002

BEDDING MATL. AGGR. NO.

TON

39.000

ATTD

0050 302SD20-0004

CONCRETE CLASS A4 BOX

CULVERT

CY

33.300

0060 302SD20-0005

REINF. STEEL LB

3,551.800

302, 406

0070 302SD20-0013

ENDWALL EW-12 EA

9.000

0080 302SD20-0027

15" STORM SEWER PIPE LF

159.000

0090 302SD20-0064

42" CONC. PIPE LF

14.000

0100 302SD20-0069

48" CONC. PIPE LF

31.000

0110 302SD20-0198

15" END SECTION ES-1 OR 2 EA

1.000

0120 302SD20-0212

42" END SECTION ES-1 OR 2 EA

1.000

0130 302SD20-0243

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

4.000

0140 302SD20-0662

MANHOLE MH-1 OR 2 LF

31.200

Schedule of Items Page: 3

Proposal ID: C0000119192C01B 0076-964-121, C501

Order No.: A54

Oversight/State Project No.:

Federal Project No.: STP-5A27(883)

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 302SD20-0663

FRAME & COVER MH-1 EA

4.000

0160 303SD20-0001

REGULAR EXCAVATION CY

13,323.000

0170 303SD20-0007

BORROW EXCAVATION CY

10,729.000

0180 303SD20-0016

MINOR STR. EXCAV. PIPE

CULVERT

CY

74.000

0190 303SD20-0017

MINOR STR. EXCAV. BOX

CULVERT

CY

188.000

0200 303SD20-0022

CHECK DAM ROCK TY. I EA

7.000

0210 303SD20-0023

CHECK DAM ROCK TY. II EA

42.000

0220 303SD20-0028

DEWATERING BASIN EC-8 EA

2.000

0230 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

4,448.000

0240 303SD20-0030

INLET PROTECTION TYPE A EA

3.000

0250 303SD20-0031

INLET PROTECTION TYPE B EA

6.000

0260 303SD20-0034

TEMP. SILT FENCE TYPE A LF

25,414.000

0270 305SD20-0011

AGGR. MATL. NO. 25 OR 26 TON

12.000

0280 308SD20-0012

AGGR. BASE MATL. TY. I NO.

21B

TON

2,567.000

Schedule of Items Page: 4

Proposal ID: C0000119192C01B 0076-964-121, C501

Order No.: A54

Oversight/State Project No.:

Federal Project No.: STP-5A27(883)

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 315SD20-0001

ASPHALT CONCRETE TY. SM-

12.5A CONST

TON

365.000

0300 315SD20-0005

ASPHALT CONCRETE TY. IM-

19.0D CONST

TON

1,630.000

0310 315SD20-0009

ASPHALT CONCRETE TY. SM-

9.5E CONST

TON

2,264.000

0320 315SD20-0010

ASPHALT CONCRETE BM-25.0 TON

731.000

0330 315SD20-0015

RUMBLE STRIP CYLINDRICAL

ASPHALT

LF

5,666.000

0340 315SD20-0016

LIQUID ASPHALT COATING

(RUMBLE STRIP)

SY

532.000

0350 315SD20-0018

ASPH.CONC.CURB BACKUP

MATL. CONST

TON

17.000

0360 315SD20-0104

SAW-CUT ASPHALT

CONCRETE FULL DEPTH

LF

11,896.000

0370 315SX20-0004

PAVEMENT LIQUID ASPHALT

COATING (PAVEMENT

MARKER GROOVE)

SY

86.000

ATTD

0380 315SX20-0007

ASPHALT CONCRETE

PAVEMENT TY. BM-25.0A

TON

2,304.000

ATTD

0390 410SD20-0056

CONCRETE PARAPET BPB-4 LF

454.000

0400 414SD20-0001

EROSION CTRL. STONE CL.

A1, EC-1

TON

34.500

Schedule of Items Page: 5

Proposal ID: C0000119192C01B 0076-964-121, C501

Order No.: A54

Oversight/State Project No.:

Federal Project No.: STP-5A27(883)

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.

0410 501SD20-0004

UNDERDRAIN UD-4 LF

2,768.000

0420 501SD20-0009

OUTLET PIPE LF

96.000

0430 502SD20-0020

CURB, ASPHALT MC-3B LF

395.000

0440 502SD20-0038

MEDIAN BARRIER MB-7F LF

30.000

0450 504SD20-0001

CONCRETE CLASS A3 MISC. CY

10.100

302, 504

0460 505SD20-0013

GUARDRAIL GR-MGS1, 9'

POST

LF

6,008.000

0470 505SD20-0017

GUARDRAIL TERMINAL GR-

MGS2

EA

4.000

0480 505SD20-0018

GUARDRAIL END

ANCHORAGE GR-MGS3

EA

2.000

0490 505SD20-0019

GUARDRAIL HEIGHT

TRANSITION GR-MGS4

EA

10.000

0500 505SD20-0047

FIXED OBJECT ATTACH. GR-

FOA-3 TY. I

EA

3.000

0510 505SD20-0048

FIXED OBJECT ATTACH. GR-

FOA-3 TY.II

EA

4.000

0520 505SD20-0073

REMOVE EXISTING

GUARDRAIL

LF

5,969.000

0530 506SX20-0007

RETAINING STRUCTURE

(MSE WALL)

SF

3,185.000

ATTD

Schedule of Items Page: 6

Proposal ID: C0000119192C01B 0076-964-121, C501

Order No.: A54

Oversight/State Project No.:

Federal Project No.: STP-5A27(883)

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.

0540 508SD20-0003

DEMO. OF PAVEMENT RIGID SY

112.000

0550 508SD20-0004

DEMO. OF PAVEMENT

FLEXIBLE

SY

4,302.000

0560 510SX20-0028

REMOVE EXIST. ENDWALL

(DRAINAGE)

EA

3.000

0570 510SX20-0031

MODIFY EXIST. DRAINAGE

STRUCTURES

EA

1.000

0580 510SX20-0039

REMOVE EXIST. CONCRETE

JERSEY WALL

LF

82.000

0590 510SX20-0039

REMOVE EXIST. CONDUIT LF

444.000

0600 510SX20-0046

ADJUST EXIST. DRAINAGE

STRUCTURES

EA

1.000

0610 512SD20-0007

IMPACT ATTEN.SER. TY. 1 TL-

3, >=40 MPH

EA

3.000

0620 512SD20-0013

TYPE 3 BARRICADE 8' EA

2.000

0630 512SD20-0014

TEMPORARY SIGN SF

2,110.000

0640 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

4,910.000

0650 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

15,175.000

Schedule of Items Page: 7

Proposal ID: C0000119192C01B 0076-964-121, C501

Order No.: A54

Oversight/State Project No.:

Federal Project No.: STP-5A27(883)

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.

0660 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

10,675.000

0670 512SD20-0026

ELECTRONIC ARROW BOARD HR

4,240.000

0680 512SD20-0031

TRAFFIC BARRIER SER.

CONC. MB-7D PC

LF

4,265.000

0690 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

23,130.000

0700 512SD20-0043

ERADICATE NONLINEAR

PVMT MRKG

SF

190.000

0710 512SD20-0044

TEMP. PAVE. MARKER 1 WAY EA

547.000

0720 512SD20-0046

TEMP. PVMT MRKG TY. A, 4" LF

14,350.000

0730 512SD20-0048

TEMP. PVMT MRKG TY. A, 8" LF

990.000

0740 512SD20-0062

TEMP. PVMT MRKG TY. D, CL.

III, 6"

LF

14,415.000

0750 512SD20-0063

TEMP. PVMT MRKG TY. D, CL.

III, 8"

LF

5,815.000

0760 512SD20-0064

TEMP. PVMT MRKG TY. D, CL.

III, 12"

LF

3,745.000

0770 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

0780 514SD20-0001

FIELD OFFICE TY.I MO

18.000

Schedule of Items Page: 8

Proposal ID: C0000119192C01B 0076-964-121, C501

Order No.: A54

Oversight/State Project No.:

Federal Project No.: STP-5A27(883)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0790 515SD20-0004

FLEXIBLE PAVE.PLANING 0"-

2"

SY

16,187.000

0800 517SD20-0001

CONSTRUCTION SURVEYING

CONSTR.

LUMP SUM _________._____LUMP SUM

0810 602SD20-0005

TOPSOIL CLASS B 2" ACRE

1.640

0820 603SD20-0002

TEMPORARY SEED LB

164.000

0830 603SD20-0003

REGULAR SEED LB

236.000

0840 603SD20-0004

OVERSEEDING LB

189.000

0850 603SD20-0005

LEGUME SEED LB

1.000

0860 603SD20-0006

LEGUME OVERSEEDING LB

1.000

0870 603SD20-0014

FERTILIZER NITROGEN - N LB

157.000

0880 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

215.000

0890 603SD20-0016

FERTILIZER POTASSIUM - K LB

108.000

0900 603SD20-0017

LIME TON

7.380

0910 606SD20-0004

ROLLED EROSION CTRL

PRODUCT EC-2 TYPE 4

SY

94.000

Schedule of Items Page: 9

Proposal ID: C0000119192C01B 0076-964-121, C501

Order No.: A54

Oversight/State Project No.:

Federal Project No.: STP-5A27(883)

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.

0920 606SD20-0005

ROLLED EROSION CTRL

PRODUCT EC-3 TYPE 1

SY

269.000

0930 700SD20-0003

REMOVE EXISTING 1 POST

SIGN STRUCTURE

EA

11.000

0940 700SD20-0004

REMOVE EXISTING 2 POST

SIGN STRUCTURE

EA

1.000

0950 700SD20-0013

RELOCATE EX. 2 POST GRND

MOUNT SGN PANEL

EA

1.000

0960 700SD20-0035

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

GAUGE

LF

12.000

0970 700SD20-0036

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

GAUGE

LF

30.000

0980 700SD20-0037

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

GAUGE

LF

300.000

0990 700SD20-0038

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

12.000

1000 700SD20-0039

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

2.000

1010 700SD20-0056

CONC. FOUND. O/H SIGN

STRUCTURE

CY

25.000

1020 700SD20-0149

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

2.000

1030 700SD20-0177

JUNCTION BOX JB-S1 EA

2.000

1040 700SD20-0178

JUNCTION BOX JB-S2 EA

1.000

Schedule of Items Page: 10

Proposal ID: C0000119192C01B 0076-964-121, C501

Order No.: A54

Oversight/State Project No.:

Federal Project No.: STP-5A27(883)

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 700SD20-0195

CONDUIT PVC 3" LF

211.000

1060 700SD20-0197

TRENCH EXCAVATION ECI-1 LF

211.000

1070 700SD20-0199

TEST BORE EA

1.000

1080 700SX20-0003

SIGN STRUCTURE,

OVERHEAD CANT. 36' ARM

EA

1.000

1090 700SX20-0013

LIGHTING #1/0 BARE

COPPER EGC

LF

230.000

ATTD

1100 700SX20-0013

LIGHTING #1/0 COPPER

XHHW CONDUCTOR

LF

500.000

ATTD

1110 700SX20-0014

LIGHTING MODIFY LIGHTING

CIRCUIT

LUMP SUM _________._____LUMP SUM

ATTD

1120 700SX20-0017

REMOVE EXIST. OVERHEAD

SIGN STRUCTURE EXISTING

EA

1.000

1130 701SD20-0001

SIGN PANEL SF

477.000

1140 704SD20-0027

TYPE B CLASS VI PVMT LINE

MRKG 6"

LF

13,555.000

1150 704SD20-0029

TYPE B CLASS VI PVMT LINE

MRKG 12"

LF

990.000

1160 704SD20-0031

TYPE B CLASS VI CONTRAST

PVMT LINE MRKG 6"

LF

1,070.000

Schedule of Items Page: 11

Proposal ID: C0000119192C01B 0076-964-121, C501

Order No.: A54

Oversight/State Project No.:

Federal Project No.: STP-5A27(883)

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.

1170 704SD20-0032

INLAID PAVEMENT MARKER

ASPHALT

EA

249.000

ATTD

1180 704SD20-0060

SYMB MRKG LANE

REDUCTION ARR TY B CL II

EA

3.000

1190 704SD20-0108

PVMT MSG. MARK. “ONLY” TY

B, CL II, 8’

EA

13.000

1200 704SX20-0004

PAVEMENT MARKING MSG.

"EZ-PASS" TY B, CL II

EA

13.000

ATTD

1210 705SX20-0002

LIGHTING #1/0 IN LINE

SPLICES

EA

12.000

ATTD

1220 705SX20-0002

LIGHTING 250W HPS LAMP EA

2.000

1230 705SX20-0002

LIGHTING TAPE AND LABELS EA

24.000

ATTD

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000119192C01B

A54

Contract ID:

Order No.:

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

FORM C-21B

Rev 12-21-05

0001 REGULAR BID ITEMSSECTION:

ltem Description Fuel Factor gal/unit Option Item

Number

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

_______CONCRETE CLASS A4 BOX CULVERT 1.892302SD20-0004

_______REGULAR EXCAVATION 0.290303SD20-0001

_______BORROW EXCAVATION 0.290303SD20-0007

_______MINOR STR. EXCAV. PIPE CULVERT 0.290303SD20-0016

_______MINOR STR. EXCAV. BOX CULVERT 0.290303SD20-0017

_______SILTATION CONTROL EXCAVATION 0.290303SD20-0029

_______AGGR. MATL. NO. 25 OR 26 0.600305SD20-0011

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

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

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

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

_______ASPHALT CONCRETE BM-25.0 3.500315SD20-0010

_______ASPHALT CONCRETE PAVEMENT TY. BM-25.0A 3.500315SX20-0007

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

_______CONCRETE CLASS A3 MISC. 1.892504SD20-0001

_______DEMO. OF PAVEMENT RIGID 0.200508SD20-0003

_______DEMO. OF PAVEMENT FLEXIBLE 0.200508SD20-0004

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

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Steel Price Adjustment

C0000119192C01B

A54

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-MGS1, 9' POST505SD20-0013

_______GUARDRAIL TERMINAL GR-MGS2505SD20-0017

_______GUARDRAIL END ANCHORAGE GR-MGS3505SD20-0018

_______GUARDRAIL HEIGHT TRANSITION GR-MGS4505SD20-0019

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

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

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

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000119192C01B

A54

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

ASPHALT CONCRETE TY. SM-12.5A CONST315SD20-0001

ASPHALT CONCRETE TY. IM-19.0D CONST315SD20-0005

ASPHALT CONCRETE TY. SM-9.5E CONST315SD20-0009

ASPHALT CONCRETE BM-25.0315SD20-0010

LIQUID ASPHALT COATING (RUMBLE STRIP)315SD20-0016

ASPH.CONC.CURB BACKUP MATL. CONST315SD20-0018

ASPHALT CONCRETE PAVEMENT TY. BM-25.0A315SX20-0007

Determination of Major Items

1C0000119192C01BContract ID:

ltem Description Item

Number

REGULAR EXCAVATION303SD20-0001

RETAINING STRUCTURE (MSE WALL)506SX20-0007

BORROW EXCAVATION303SD20-0007

ASPHALT CONCRETE TY. SM-9.5E CONST315SD20-0009

Form C-110

Rev. 07-31-24

COMMONWEALTH OF VIRGINIA

DBE REGULAR DEALER/DISTRIBUTOR AFFIRMATION FORM

Bidder / Contractor Name:

Project No. 0076-964-121, C501

FHWA No.: STP-5A27(883)

Contract ID: C0000119192C01B

Date Submitted:

*** INSTRUCTIONS ***

Submit this DBE Regular Dealer / Distributor Affirmation Form for each DBE listed as a regular dealer or distributor, on the Bidder’s Form C-111 within 5 days after the bid opening, along with Form C-112 - Certification of Binding Agreement. In the questions below, “you and “your” refer to the DBE.

Section 26.53(c)(1) of Title 49 Code of Federal Regulations requires the Virginia Department of Transportation to make a preliminary counting determination for each DBE listed as a regular dealer or distributor to assess its eligibility for 60 or 40 percent credit, respectively, of the cost of materials and supplies based on its demonstrated capacity and intent to perform as a regular dealer or distributor, as defined in 49 CFR § 26.55(e)(2)(iv)(A),(B),(C), and (3) under the contract at issue. The preliminary determination will be based on the DBE’s written responses to relevant questions and its affirmation that its subsequent performance of a commercially useful function will be consistent with the preliminary counting of such participation.

DBE Name:

DBE Authorized Representative:

Total Amount of DBE Subcontract / Purchase Order:

NAICS Codes Applicable to Items Sold / Leased:

1. Will all items sold or leased be provided from the on-hand inventory at your establishment?

☐ YES (If "YES," you have indicated that your performance will satisfy the regular dealer requirements and may be counted at 60%. STOP here. Read and sign the affirmation below.)

☐ NO (If "NO" Continue.)

(a) Are you selling bulk items (e.g., petroleum products, steel, concrete, concrete products, sand, gravel, asphalt, etc.) or items not typically stocked due to their unique characteristics (aka specialty items)?

☐ YES (If "YES," Go to Question 2.)

☐ NO (If "NO" Continue.)

(b) Will at least 51% of the items you are selling be provided from the inventory maintained at your establishment, and will the minor quantities of items delivered from and by other sources be of the general character as those provided from your inventory?

☐ YES (If "YES," you have indicated that your performance will satisfy the regular dealer requirements and may be counted at 60%. STOP here. Read and sign the affirmation below.

☐ NO * (*If 1,1(a), and 1(b) above are "NO," your performance on the whole will not satisfy the regular dealer requirements; therefore, only the value of items to be sold or leased from inventory can be counted at 60%. Go to Question 3, below, to determine if the items delivered from and by other sources are eligible for Distributor credit.)

Form C-110

2. Will you deliver all bulk or specialty items using distribution equipment you own (or under a long-term lease) and operate?

☐ YES (If "YES," you have indicated that your performance will satisfy the requirements for a regular dealer of bulk items and may be counted at 60%. STOP here. Read and sign the affirmation below.)

☐ NO (If "NO," your performance will not satisfy the requirements for a regular dealer of bulk items; the value of items to be sold or leased cannot be counted at 60%. Go to Question 3.)

3. Will the written terms of your purchase order or bill of lading from a third party transfer responsibility, including risk for loss or damage, to your company at the point of origin (e.g. a manufacture's facility)?

☐ YES ☐ NO

(a) Will you be using sources other than the manufacturer (or other seller) to deliver or arrange delivery of the items sold or leased?

☐ YES ☐NO

(If you responded "YES" to both 3 and 3(a), you have indicated that your performance will satisfy the requirements of a Distributor; therefore, the value of items sold or leased may be counted at 40%.)

(If you responded "NO" to either 3 or 3(a), your performance will not satisfy the requirements for a regular dealer and counting of your participation is limited to the reasonable cost of fees or commissions charged, including transportation charges for the delivery of materials or supplies;

the cost of materials or supplies may not be counted.)

For DBE:

I affirm that the information that I provided above is true and correct and that my company's subsequent performance of a commercially useful function will be consistent with the above responses. I further affirm that my company will independently negotiate price, order specified quantities, and pay for the items listed in the Bidder's Forms C-111 and C-112. This includes my company's responsibility for the quality of such items in terms of necessary repairs, exchanges, or processing of any warranty claims for damaged or defective materials.

Printed Name of DBE Owner/Authorized Representative Signature

For Bidder:

The Bidder acknowledges its responsibility for verifying the information provided by the DBE named above and ensuring that the counting of the DBE's participation is accurate. Any shortfall in DBE participation caused by errors in counting are the responsibility of the Bidder.

Printed Name of Bidder Owner/Authorized Representative Signature

Form C-111

MINIMUM DBE REQUIREMENTS

PROJECT NO. 0076-964-121, C501 CONTRACT ID. NO. C0000119192C01B

FHWA NO. STP-5A27(883) ORDER NO. A54

* * * I N S T R U C T I O N S * * *

LIST THE DBE(S) WHO WILL PARTICIPATE IN THE CONTRACT, INDICATE THE WORK THEY WILL PERFORM, THEIR VENDOR ID AND DBE CERTIFICATION NUMBERS, AND THE DOLLAR AMOUNT OF PARTICIPATION, REDUCED AS NEEDED FOR REGULAR DEALERS (60%), DISTRIBUTORS (40%), AND BROKERS (FEES/COMMISSIONS). COUNT 100% FOR SUBCONTRACTORS AND MANUFACTURERS, AND FOR HAULERS THAT DELIVER MATERIALS AND SUPPLIES TO THE PROJECT SITE (EXCLUDING COST

OF THE MATERIALS AND SUPPLIES.

0 % X $ = $

DBE GOAL

TOTAL CONTRACT VALUE

MINIMUM DBE PARTICIPATION

DBE SUMMARY

DBE PARTICIPATION ATTAINED TOTAL: $__________

DBE PARTICIPATION ATTAINED PERCENTAGE: ___________%

I/WE CERTIFY THAT THE LISTED DBES WILL BE USED ON THIS CONTRACT AS STATED HEREIN AND THAT IN THE PERFORMANCE OF THE CONTRACT I/WE WILL MAKE GOOD FAITH EFFORTS TO MEET OR EXCEED THE

DBE GOAL ESTABLISHED FOR THE CONTRACT.

BY:

BIDDER'S NAME

SIGNATURE

DATE

Title:

NAME OF DBE

SUBCONTRACTOR

VENDOR

ID NO.

DBE

CERTIFICATION

NO.

SUBCONTRACT

VALUE

DBE USED AS

DOLLAR AMT

DBE CREDIT

SUBCONTR. (S)

MNFR. (M)

HAULER (H)

REG. DLR. (R)

DISTR. (D)

BROKER (B)

100%

100%

100%

60%

40%

Fees/Com

Form C-111

DBE ITEMS ENTRY

Instructions: For each DBE listed in the Summary on page 1, complete a DBE Item Entry form.

NOTE: To count toward the DBE goal, DBEs must be certified in NAICS codes applicable to kind of work they perform. A DBE's Certification number and NAICS Codes are shown in the DBE's listing in the DSBD DBE Directory at: https://directory.sbsd.virginia.gov/#/executiveExport

Full DBE Name: ______________________________________________

DBE Vendor ID No.: ___________ (DBE's number can be found on VDOT's List of Prequalified Vendors)

DBE Certification. No.: ____________________

DBE NAICS Code(s): _____________________________________________________________________

DBE Used As:

_______ Subcontractor (S) Eligible for 100% of Subcontract Value

_______ Manufacturer (M) Eligible for 100% of Subcontract Value

_______ Hauler (H) Eligible for 100% of Subcontract Value Excluding Materials

________ Regular Dealer (R) Eligible for 60%of Subcontract or PO Value

________ Distributor (D) Eligible for 40% of Subcontract or PO Value

________ Broker (B) Eligible for Fees / Commissions Only

WORK ASSIGNED TO DBE

Contract Bid Items Description Of Work QTY Unit DBE's Price Applicable

Dollar Amt

DBE Credit

DBE Credit Total: $ _______________________

BY:

BIDDER'S NAME

SIGNATURE

DATE

Title:

[ATTACH ADDITIONAL SHEETS AS NECESSARY, EACH OF WHICH MUST BE SIGNED AND DATED.]

https://directory.sbsd.virginia.gov/#/executiveExport

Form C-112 Rev. 3-1-11

CERTIFICATION OF BINDING AGREEMENT WITH

DISADVANTAGED BUSINESS ENTERPRISE FIRMS

FHWA NUMBER: STP-5A27(883)

This form is to be submitted in accordance with the Department’s Special Provision for Section 107.15.

It is hereby certified by the below signed Contractors that there exists a written quote, acceptable to the parties involved preliminary to a binding subcontract agreement stating the details concerning the work to be performed and the price which will be paid for the aforementioned work. This document is not intended to, nor should it be construed to, contain the entire text of the agreement between the contracting parties.

This document does not take the place of, nor may it be substituted for, an official subcontracting agreement in those situations that may require such an agreement. A copy of the fully executed subcontract agreement shall be submitted to the Engineer within fourteen (14) working days after contract execution.

It is further certified that the aforementioned mutually acceptable quote and fully executed subcontract agreement represent the entire agreement between the two parties involved and that no conversations, verbal agreements, or other forms of non-written representations shall serve to add to, delete, or modify the terms as stated.

The prime Contractor further represents that the aforementioned mutually acceptable quote and fully executed subcontract agreement shall remain on file for a period of not less than one year following completion of the prime's contract with the Department or for such longer period as provisions of governing Federal or State law or regulations may require. For purposes of this form, the term Prime Contractor shall refer to any Contractor utilizing a DBE subcontractor, regardless of tier, in which they are claiming DBE credit toward the contract goal.

Contractors further jointly and severally represent that said binding agreement is for the performance of a "commercially useful function" as that term is employed in 49 C.F.R. Part 26.55 (c), (d).

TO BE SIGNED BY THE SUBCONTRACTOR TO THE PRIME CONTRACTOR, AND ANY LOWER TIER

SUBCONTRACTORS HAVING A CONTRACT WITH THE BELOW NAMED DBE FIRM

Prime Contractor:

By:

Signature Title

Date:

Form C-112 Rev. 3-1-11

First Tier Subcontractor If Applicable:

Second Tier

If Applicable:

Third Tier

If Applicable

DBE Contractor

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

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

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

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

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

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

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

CN404-000100-00 EXPOSED AGGREGATE FINISH 7-12-16 (SPCN) 5

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

CN512-000310-00 POLICE PATROLS R-7-12-16 (SPCN) 5

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

CQ107-000130-00 DRUG-FREE WORKPLACE 7-3-19 (SPCN) 6

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

CQ512-000130-00 REMOVAL OF SRPMS DURING LANE SHIFTS 3-3-20 (SPCN) 7

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

ASPHALT CONCRETE PAVEMENT TY. BM-25.0A 1/11/26 (SPCN) 7

BEDDING MATL. AGGR. NO. 57 3-4-26 (SPCN) 7

LIGHTING #1/0 BARE COPPER EGC 3-4-26 (SPCN) 8

LIGHTING #1/0 COPPER XHHW CONDUCTOR 3-4-26 (SPCN) 8

MODIFY LIGHTING CIRCUIT 3-4-26 (SPCN) 8

INLAID PAVEMENT MARKER ASPHALT 1/11/26(SPCN) 8

PVMT MSG. MARK. "EZ-PASS" TY B, CL II 3-4-26 (SPCN) 9

LIGHTING #1/0 IN LINE SPLICES 3-4-26 (SPCN) 9

LIGHTING TAPE AND LABELS 1/11/26(SPCN) 9

PAVEMENT LIQUID ASHPALT COATING (PAVEMENT MARKER GROOVE) 8/31/26 SPCN 10

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

SP0F0-000130-03 FHWA 1273—CONTRACT PROVISIONS, FED-AID 7-9-26 19

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

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 49

SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1/21/20 50

SP107-001510-06 INTERIM DBE REQUIREMENTS 1-26-26 52

SP107-003100-00 MADE IN THE USA REQUIREMENTS 10-03-25 56

SP108-000110-01 PROG. SCHED. FOR CAT. II PROJECTS 3-21-22 63

SP109-000100-05 ASPHALT MATERIAL PRICE ADJUSTMENT 7-8-24 81

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 83

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 85

SP109-000130-01 ELECTRONIC OR PRINTED WEIGH TICKETS 3-10-25 90

SP512-000140-00 WORK ZONE NO CELL PHONE SIGNS 3-18-20 96

SP515-000100-00 COLD PLANE (MILL) ASPHALT CONC. OPERATIONS 7-12-16 98

SP700-000180-03 MODIFICATIONS TO AASHTO’S SIGN STRUCT. SPEC. 9-29-20 103

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 108

SQ105-000611-02 SEC 105.06 — SUBCONTRACTING (FED FUNDED PROJECTS) 9-1-26 110

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 111

SS109-002020-01 SEC 109 — MEASUREMENT AND PAYMENT 5-1-23 115

SS211-002020-03 SEC 211 – ASPHALT CONCRETE 3-18-24 118

SS220-002020-01 SEC 220 – CONCRETE CURING MATERIALS 8-28-20 123

SS223-002020-02 SEC 223 – STEEL REINFORCEMENT 4-4-23 124

SS234-002020-01 SEC 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 125

SS235-002020-01 SEC 235 – RETROREFLECTORS 5-6-22 126

SS236-002020-01 SEC 236 – WOOD PRODUCTS 5-14-21 127

TABLE OF CONTENTS FOR PROVISIONS

SS246-002020-02 SEC 246 – PAVEMENT MARKING 5-6-22 131

SS248-002020-02 SEC 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 139

SS305-002020-02 SEC 305 – SUBGRADE AND SHOULDERS 12-20-23 141

SS308-002020-01 SEC 308 - SUBBASE COURSE 7-13-21 143

SS309-002020-01 SEC 309 - AGGREGATE BASE COURSE 7-13-21 144

SS315-002020-05 SEC 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 145

SS317-002020-01 SEC 317— STONE MATRIX ASPHALT CONCRETE PLACEMENT 6-21-24 164

SS318-002020-01 SEC 318 — PAVEMENT INTERLAYERS 8-2-23 166

SS319-002020-02 SEC 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 167

SS321-002020-02 SEC 321 – TRENCH WIDENING 5-4-23 171

SS407-002020-02 SEC 407 – STEEL & METAL STRUCT 11-01-22 173

SS411-002020-01 SEC 411 – PROT. COAT. OF METAL 11-01-22 175

SS512-002020-03 SEC 512 – MAINTAINING TRAFFIC 7-1-22 176

SS704-002020-02 SEC 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 189

SP522-000130-02 TREE REMOVAL TIME OF YEAR RESTRICTION 6-6-22 195

MSE WALLS (CONCRETE PANEL FACING) 7/8/25 (SPCN) 196

SECTION 108.02 LIMITATION OF OPERATIONS 3/4/26 (SPCN) 204

RW-11/ NATIONWIDE PERMIT 209

CONSTRUCTION GENERAL PERMIT 211

cn100-000026-09 December 11, 2025 (SPCN)

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

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

the Virginia MUTCD version 11.0; and the Supplemental Specifications, Special Provisions and Special Provision Copied Notes in this Contract. The status in the Contract of each of these documents will be according to Section 105.12 of the Specifications.

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

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

cn103-000100-01 June 17, 2025 (SPCN)

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

103.02 – Award of Contract

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

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

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

cn105-000140-00 December 20, 2024 (SPCN)

SECTION 105.14—MAINTENANCE DURING CONSTRUCTION of the Specifications is amended by the following:

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

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

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

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

The following constitutes a valid flagger certification card:

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

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

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

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

(two years after date of issuance).

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

cn105-000150-00 January 30, 2026 (SPCN)

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

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

• At least one special character

• At least one alphabetical character

• At least one numerical character

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

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

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

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

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

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

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

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

3. Connected signs shall only be posted with messages from the Department’s ATMS systems or designated backup systems.

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

5. All vendor cloud connections shall be removed from the connected sign. TOC system administration staff will configure VPN connections exclusively to the Department’s OT network.

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

Department’s OT Cybersecurity Program Manual.

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

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

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

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

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

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

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

Prefabricated geocomposite pavement underdrain shall conform to the following:

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

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

Physical Properties Test Method Requirements

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.

cn404-000100-00 July 12, 2016 (SPCN)

EXPOSED AGGREGATE FINISH shall be performed by wirebrushing, blasting or surface retarder unless another method is approved by the Engineer.

Concrete for exposed aggregate finish shall conform to Section 217 of the Specifications for the class specified, except gravel shall be tan or light brown in color.

The Contractor shall provide a sample of the exposed aggregate finish for approval by the Engineer prior to beginning work. The sample shall be at least 12 inches by 12 inches and approximately 2 inches in depth. The approved sample shall be kept at the work site for comparison to completed work.

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

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

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

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

cn512-000310-00 July 12, 2016 (SPCN)

POLICE PATROLS — The Contractor is advised that the Department will use Police patrols in construction work zones when traffic flow problems are anticipated, to enhance the safety of both the public and construction personnel, during the life of this contract.

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

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

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