ORDER NO.: A77

CONTRACT ID. NO.: C0000119641C02

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: HSIP-5132-(260)

PROJECT NUMBER: 0011-007-033, C501

COUNTY: AUGUSTA

DISTRICT: STAUNTON

DESCRIPTION: SMART SCALE – ROAD SAFETY IMPROVEMENTS

FROM:

TO:

0.341 MI. S. OF FRONTIER DR.

0.419 MI. N. OF FRONTIER DR.

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

Form C-118 Rev. 2-1-24

COMMONWEALTH OF VIRGINIA

NOTICE TO BIDDERS

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

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

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

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

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

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

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

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

Form C-24

Rev. 7-6-05

PROPOSAL GUARANTY

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

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

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

SIGNED, sealed and dated this Day of , 20

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

PROJECT NUMBER: 0011-007-033, 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. 0011-007-033, C501 CONTRACT I.D. NO. C0000119641C02

FHWA NO. HSIP-5132-(260) DATE SUBMITTED

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

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

Vendor Signature:

Vendor ID No. Title:

Vendor’s Address: ____________________________________

City: __________________

State: __________________ Zip Code: _________

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION (ALL)

VENDOR

NUMBER

NAME OF SUBCONTRACTOR/SUPPLIER TELEPHONE

NUMBER

UTILIZED

(Y/N)

NOTE: ATTACH ADDITIONAL PAGES, IF NECESSARY.

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

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

REQUESTED IN THIS FORM.

Form C-48 Rev. 10-03-25

VENDOR SURVEY

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

VENDOR SURVEY FOR THEMSELVES AND A VENDOR SURVEY FOR EACH SUBCONTRACTOR

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

VENDOR’S FULL LEGAL NAME: ________________________________________

VENDOR ID NO.: __________________

ADDRESS: ____________________________________

CITY: ____________________________________

STATE: _______________ ZIP CODE: _________

VENDOR’S YEARS IN BUSINESS: _____________

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

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

KNOWLEDGE.

Printed Full Legal Name of Person Signing for Vendor

Signature: ____________________________________________

Form C-7

Rev. 2-2-24

TERMS OF THE PROPOSAL\CONTRACT

COMMONWEALTH OF VIRGINIA

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

PROJECT NUMBER: 0011-007-033, C501

ROUTE NUMBER: 11

FHWA NUMBER: HSIP-5132-(260)

DESCRIPTION: SMART SCALE – ROAD SAFETY IMPROVEMENTS

FROM:

TO:

0.341 MI. S. OF FRONTIER DR.

0.419 MI. N. OF FRONTIER DR.

DISTRICT: STAUNTON COUNTY: AUGUSTA

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: JUNE 4, 2027

BID TOTAL $

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

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

Street Address City State Zip Code Vendor#/Fin#

Print Name Signature Title

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

Contract Execution Date By

CHIEF ENGINEER

VIRGINIA DEPARTMENT OF TRANSPORTATION

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

Schedule of Items Page: 2

Proposal ID: C0000119641C02 0011-007-033, C501

Order No.: A77

Oversight/State Project No.:

Federal Project No.: HSIP-5132-(260)

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 301SD20-0001

CLEARING AND GRUBBING LUMP SUM _________._____LUMP SUM

0020 302SD20-0025

15" CONC. PIPE LF

48.000

0030 302SD20-0027

15" STORM SEWER PIPE LF

49.000

0040 302SD20-0241

DROP INLET DI-2B,L=4' EA

1.000

0050 302SD20-0329

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

1.000

0060 302SD20-0662

MANHOLE MH-1 OR 2 LF

7.000

0070 302SD20-0663

FRAME & COVER MH-1 EA

1.000

0080 303SD20-0001

REGULAR EXCAVATION CY

578.000

0090 303SD20-0007

BORROW EXCAVATION MIN.

CBR 5

CY

450.000

0100 303SD20-0023

CHECK DAM ROCK TY. II EA

6.000

0110 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

716.000

0120 303SD20-0030

INLET PROTECTION TYPE A EA

5.000

0130 303SD20-0031

INLET PROTECTION TYPE B EA

11.000

0140 303SD20-0034

TEMP. SILT FENCE TYPE A LF

3,017.000

Schedule of Items Page: 3

Proposal ID: C0000119641C02 0011-007-033, C501

Order No.: A77

Oversight/State Project No.:

Federal Project No.: HSIP-5132-(260)

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 305SD20-0012

AGGR.BASE MAT.TY. I NO.21A

OR 21B

TON

322.000

0160 315SD20-0007

ASPHALT CONCRETE TY. SM-

9.5A CONST

TON

138.000

0170 315SD20-0010

ASPHALT CONCRETE BM-25.0 TON

492.000

0180 315SX20-0011

SAW-CUT ASPH CONC SAW-

CUT

LF

2,279.000

ATTD

0190 502SD20-0011

CURB, STD. CG-2 LF

375.000

0200 502SD20-0012

CURB, RADIAL CG-2 LF

4.000

0210 502SD20-0022

COMB. CURB & GUTTER,

STD. CG-6

LF

138.000

0220 502SD20-0023

COMB. CURB & GUTTER,

RAD. CG-6

LF

264.000

0230 502SD20-0053

MEDIAN STRIP MS-1 SY

800.000

0240 504SD20-0002

CG-12 DETECTABLE

WARNING SURFACE

SY

18.000

0250 504SD20-0003

HYDR. CEMENT CONC.

SIDEWALK 4"

SY

1,094.000

0260 504SD20-0014

HANDRAIL HR-1 TYPE II LF

302.000

0270 508SD20-0002

DEMO. OF PVMT.

COMBINATION

SY

971.000

Schedule of Items Page: 4

Proposal ID: C0000119641C02 0011-007-033, C501

Order No.: A77

Oversight/State Project No.:

Federal Project No.: HSIP-5132-(260)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0280 509SD20-0001

FLOWABLE BACKFILL CY

5.000

0290 510SD20-0038

ADJUST EXIST. VALVE & BOX EA

4.000

0300 510SD20-0042

ADJUST EXIST. FIRE

HYDRANT

EA

1.000

0310 510SX20-0002

REMOVE COMB. CURB AND

GUTTER

LF

501.000

ATTD

0320 511SD20-0001

ALLAYING DUST HR

16.000

0330 512SD20-0003

TRAFFIC BARRIER SERVICE

MB-11A

LF

120.000

0340 512SD20-0013

TYPE 3 BARRICADE 8' EA

4.000

0350 512SD20-0014

TEMPORARY SIGN SF

1,282.000

0360 512SD20-0022

GROUP 2 LONGITUDINAL

CHANNELIZING DEVICE

LF

50.000

0370 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

2,198.000

0380 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

51,140.000

0390 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

3,360.000

0400 512SD20-0026

ELECTRONIC ARROW BOARD HR

2,940.000

Schedule of Items Page: 5

Proposal ID: C0000119641C02 0011-007-033, C501

Order No.: A77

Oversight/State Project No.:

Federal Project No.: HSIP-5132-(260)

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 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

3,095.000

0420 512SD20-0043

ERADICATE NONLINEAR

PVMT MRKG

SF

1,254.000

0430 512SX20-0040

POLICE PATROL POLICE

PATROL

HR

16.000

ATTD

0440 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

0450 515SD20-0002

FLEX. PAVE. TIE-IN PLANING

0"-2"

SY

829.000

0460 517SD20-0001

CONSTRUCTION SURVEYING

CONSTR.

LUMP SUM _________._____LUMP SUM

0470 520SD20-0014

6" DI WATER MAIN LF

18.000

0480 520SD20-0016

8" DI WATER MAIN LF

316.000

0490 520SD20-0089

6" GATE VALVE & BOX EA

1.000

0500 520SD20-0140

8"X8" TAPPING SLEEVE

VALVE & BOX

EA

1.000

0510 520SD20-0143

14"X8" TAPPING SLEEVE

VALVE & BOX

EA

1.000

0520 520SD20-0162

FIRE HYDRANT EA

1.000

0530 602SX20-0005

TOPSOIL (CLASS B 3") ACRE

0.630

ATTD

Schedule of Items Page: 6

Proposal ID: C0000119641C02 0011-007-033, C501

Order No.: A77

Oversight/State Project No.:

Federal Project No.: HSIP-5132-(260)

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 603SD20-0002

TEMPORARY SEED LB

63.000

0550 603SD20-0003

REGULAR SEED LB

252.000

0560 603SD20-0004

OVERSEEDING LB

202.000

0570 603SD20-0008

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 2

SY

2,965.000

0580 603SD20-0009

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 3

SY

3,896.000

0590 603SD20-0014

FERTILIZER NITROGEN - N LB

63.000

0600 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

44.000

0610 603SD20-0016

FERTILIZER POTASSIUM - K LB

44.000

0620 603SD20-0017

LIME TON

3.470

0630 606SD20-0001

ROLLED EROSION CTRL

PRODUCT EC-2 TYPE 1

SY

416.000

0640 700SD20-0003

REMOVE EXISTING 1 POST

SIGN STRUCTURE

EA

9.000

0650 700SD20-0007

REMOVE EXISTING 1 POST

SIGN PANEL

EA

1.000

0660 700SD20-0012

RELOCATE EX. 1 POST GRND

MOUNT SGN PANEL

EA

2.000

Schedule of Items Page: 7

Proposal ID: C0000119641C02 0011-007-033, C501

Order No.: A77

Oversight/State Project No.:

Federal Project No.: HSIP-5132-(260)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0670 700SD20-0034

SIGN POST STP-1, 2", 14

GAUGE

LF

96.000

0680 700SD20-0036

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

GAUGE

LF

28.000

0690 700SD20-0037

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

GAUGE

LF

125.000

0700 700SD20-0038

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

16.000

0710 700SD20-0039

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

2.000

0720 700SD20-0067

PEDESTAL POLE PF-2, 12' EA

4.000

0730 700SD20-0069

CONC. FOUND. PF-2 EA

4.000

0740 700SD20-0110

14/2 CONDUCTOR CABLE LF

554.000

0750 700SD20-0112

14/4 CONDUCTOR CABLE LF

573.000

0760 700SD20-0114

14/7 CONDUCTOR CABLE LF

349.000

0770 700SD20-0148

8 CONDUCTOR CABLE EGC LF

672.000

0780 700SD20-0178

JUNCTION BOX JB-S2 EA

5.000

0790 700SD20-0191

BORED CONDUIT 2" LF

401.000

0800 700SD20-0192

BORED CONDUIT 3" LF

202.000

Schedule of Items Page: 8

Proposal ID: C0000119641C02 0011-007-033, C501

Order No.: A77

Oversight/State Project No.:

Federal Project No.: HSIP-5132-(260)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0810 700SD20-0194

CONDUIT PVC 2" LF

764.000

0820 700SD20-0195

CONDUIT PVC 3" LF

40.000

0830 700SD20-0197

TRENCH EXCAVATION ECI-1 LF

794.000

0840 700SX20-0004

TRAFFIC (CONTROLLER

CABINET ADJUSTMENT FOR

TRAFFIC LOOP DEVICES)

LUMP SUM _________._____LUMP SUM

ATTD

0850 700SX20-0010

TRAFFIC SIGNALIZATION

FURN. & INST. VIDEO DET.

CAMERA - 360 DEGREE

FISHEYE (MIOVISION OR APP.

EQUAL)

EA

1.000

ATTD

0860 700SX20-0010

TRAFFIC SIGNALIZATION

FURN. & INST. VIDEO DET.

SYS. - TYPE III (MIOVISION

OR APP. EQUAL)

EA

1.000

ATTD

0870 701SD20-0001

SIGN PANEL SF

136.000

0880 703SD20-0007

TRAF. SIG. HEAD SECT. 12"

HVS BACKPLATE

EA

7.000

0890 703SD20-0011

PEDESTRIAN ACTUATION PA-

EA

4.000

0900 703SD20-0039

HANGER ASSEMBLY SMB-3,

ONE WAY

EA

1.000

0910 703SD20-0048

REMOVE EXISTING

MANHOLE/JUNCTION BOX

EA

2.000

Schedule of Items Page: 9

Proposal ID: C0000119641C02 0011-007-033, C501

Order No.: A77

Oversight/State Project No.:

Federal Project No.: HSIP-5132-(260)

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 703SD20-0060

PEDESTRIAN SIGNAL HEAD

SP-8

EA

4.000

0930 704SD20-0006

TYPE B CLASS I PVMT LINE

MRKG 4"

LF

1,688.000

0940 704SD20-0007

TYPE B CLASS I PVMT LINE

MRKG 6"

LF

1,214.000

0950 704SD20-0009

TYPE B CLASS I PVMT LINE

MRKG 12"

LF

622.000

0960 704SD20-0010

TYPE B CLASS I PVMT LINE

MRKG 24"

LF

852.000

0970 704SD20-0032

INLAID PAVEMENT MARKER

ASPHALT

EA

44.000

ATTD

0980 704SD20-0045

PVMT SYMB MRKG THRU

ARROW TY B, CL II

EA

4.000

0990 704SD20-0048

PVMT SYMB MRKG SGL

TURN ARR. TY B CL II

EA

17.000

1000 704SD20-0051

DBL TURN ARR.THRU/LT OR

RT TY B, CL II

EA

1.000

1010 704SD20-0060

SYMB MRKG LANE

REDUCTION ARR TY B CL II

EA

3.000

1020 704SD20-0108

PVMT MSG. MARK. “ONLY” TY

B, CL II, 8’

EA

1.000

1030 704SP20-0001

REMOVAL OF SRPM EA

38.000

Schedule of Items Page: 10

Proposal ID: C0000119641C02 0011-007-033, C501

Order No.: A77

Oversight/State Project No.:

Federal Project No.: HSIP-5132-(260)

Contractor:

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000119641C02

A77

Contract ID:

Order No.:

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

FORM C-21B

Rev 12-21-05

0001 REGULAR BID ITEMSSECTION:

ltem Description Fuel Factor gal/unit Option Item

Number

_______REGULAR EXCAVATION 0.290303SD20-0001

_______BORROW EXCAVATION MIN. CBR 5 0.290303SD20-0007

_______SILTATION CONTROL EXCAVATION 0.290303SD20-0029

_______AGGR.BASE MAT.TY. I NO.21A OR 21B 0.600305SD20-0012

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

_______ASPHALT CONCRETE BM-25.0 3.500315SD20-0010

_______DEMO. OF PVMT. COMBINATION 0.200508SD20-0002

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Steel Price Adjustment

C0000119641C02

A77

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

_______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

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000119641C02

A77

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

ASPHALT CONCRETE TY. SM-9.5A CONST315SD20-0007

ASPHALT CONCRETE BM-25.0315SD20-0010

Determination of Major Items

1C0000119641C02Contract ID:

ltem Description Item

Number

MEDIAN STRIP MS-1502SD20-0053

8" DI WATER MAIN520SD20-0016

HYDR. CEMENT CONC. SIDEWALK 4"504SD20-0003

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

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

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

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

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

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

CN245-000100-01 SECTION 245.03—TESTING & DOCUMENTATION 1-10-24 (SPCN) 5

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

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

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

CQ107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY 5-11-22 (SPCN) 8

SAW-CUT ASPHALT CONCRETE 3-25-26 (SPCN) 9

POLICE PATROL 7-28-23 (SPCN) 9

PIPE BACKFILL MATERIAL 12-9-20 (SPCN) 9

SECTION 303—EARTHWORK 2-13-23 (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 16

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

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 50

*SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1-21/20 51

SP107-001510-06 INTERIM DBE REQUIREMENTS 1-26-26 53

SP107-003100-00 MADE IN THE USA REQUIREMENTS 10-03-25 57

SP108-000100-01 PROG. SCHED. FOR CAT. I PROJECTS 3-21-22 64

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

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

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

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

SP700-000180-03 MODIFICATIONS TO AASHTO’S SIGN STRUCT. SPEC. 9-29-20 94

*SP704-000120-00 INLAID PAVEMENT MARKERS 8-26-19 99

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 101

SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 103

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 104

SS109-002020-01 SEC 109 — MEASUREMENT AND PAYMENT 5-1-23 108

SS211-002020-03 SEC 211 – ASPHALT CONCRETE 3-18-24 111

SS220-002020-01 SEC 220 – CONCRETE CURING MATERIALS 8-28-20 117

SS223-002020-02 SEC 223 – STEEL REINFORCEMENT 4-4-23 118

SS234-002020-01 SEC 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 119

SS235-002020-01 SEC 235 – RETROREFLECTORS 5-6-22 120

SS236-002020-01 SEC 236 – WOOD PRODUCTS 5-14-21 121

SS246-002020-02 SEC 246 – PAVEMENT MARKING 5-6-22 125

SS248-002020-02 SEC 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 133

SS305-002020-02 SEC 305 – SUBGRADE AND SHOULDERS 12-20-23 135

SS308-002020-01 SEC 308 - SUBBASE COURSE 7-13-21 137

SS309-002020-01 SEC 309 - AGGREGATE BASE COURSE 7-13-21 138

SS315-002020-05 SEC 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 139

SS317-002020-01 SEC 317— STONE MATRIX ASPHALT CONCRETE PLACEMENT 6-21-24 158

SS318-002020-01 SEC 318 — PAVEMENT INTERLAYERS 8-2-23 160

SS319-002020-02 SEC 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 161

SS321-002020-02 SEC 321 – TRENCH WIDENING 5-4-23 165

SS407-002020-02 SEC 407 – STEEL & METAL STRUCT 11-01-22 167

TABLE OF CONTENTS FOR PROVISIONS

SS411-002020-01 SEC 411 – PROT. COAT. OF METAL 11-01-22 169

SS512-002020-03 SEC 512 – MAINTAINING TRAFFIC 7-1-22 170

SS704-002020-02 SEC 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 183

REMOVE COMBINATION CURB AND GUTTER 4-22-26 189

SHALE FILL 7-1-19 190

SECTION 107—LEGAL RESPONSIBILITIES (PROTECTION OF KARST FEATURES) 12-11-20 192

CONTROLLED BLASTING 10-13-20 194

TREE REMOVAL TIME OF YEAR RESTRICTION FOR BAT HABITAT 4-14-25 196

VIDEO DETECTION SYSTEM - TYPE III 9-25-25 197

CONTROLLER CABINET ADJUSTMENT FOR TRAFFIC LOOP DEVICES REMOVAL 9-25-25 201

USE OF NUMBER 10 SCREENINGS 4-28-17 202

SECTION 105.08 – COOPERATION WITH REGARD TO UTILITIES 4-23-26 205

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

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

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

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

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

12-11-25 (SPCN)

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

103.02 – Award of Contract

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

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

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

6-17-25 (SPCN)

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

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

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

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

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

The following constitutes a valid flagger certification card:

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

• Cards issued by VDOT following completion of the Intermediate Work

Zone course;

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

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

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

12-20-24 (SPCN)

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

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

• At least one special character

• At least one alphabetical character

• At least one numerical character

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

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

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

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

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

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

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

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

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

Department’s ATMS systems or designated backup systems.

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

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

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

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

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

1-30-26 (SPCN)

cn211-000100-00 POLISHING AGGREGATE IN ASPHALT CONCRETE - Section 211—Asphalt Concrete of the Specifications is amended as follows:

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

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

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

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

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

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

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

NOTE: At the discretion of the Engineer, an intermediate mix may be designated as either a SM-19.0A or SM-19.0D. For SM-12.5 and SM-19.0 surface mixes, no more than 5 percent of the aggregate retained on the No. 4 sieve may be polish susceptible.

All material passing the No. 4 sieve may be polish susceptible. No more than 35 percent of the total aggregate composition (polish and non-polish susceptible) shall be passing the No. 8 sieve. At the discretion of the Engineer, a SM-12.5AL may be specified and polish susceptible aggregates may be used (without percentage limits).

10-7-09; Reissued 7-12-16 (SPCN) https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn211-000100-00.docx 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)

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

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

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

8-11-21 https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2020_Standard_Specifications/cn704-000200-00.docx cn801-000100-00 TRAFFIC SIGNAL AND INTELLIGENT TRANSPORTATION SYSTEM EQUIPMENT APPROVAL—All network capable devices included in Sections 703, 801, 802, 803, 804, 805, 806, 807, 809, 810, and 811 of the Specifications shall match the approved hardware, firmware, and software versions on the Department’s Operation Technology Critical Infrastructure list in order to be installed. Previously approved devices, firmware, or software, including any revisions, which have been removed from the current list shall not be installed. Devices, firmware, and software shall be submitted for the Engineer’s review for appropriateness and cybersecurity compliance via Department’s Form C-25 (Source of Materials).

The Contractor shall submit the Operations Technology Field Device Security Assessment form to the Engineer for approval before installation of any network capable devices that are not found on the Department’s Operation Technology Critical Infrastructure list, including traffic signal equipment and Intelligent Transportation System (ITS). All proposed devices for use on the Department’s network shall be inspected and reviewed by the Department for compliance with current Commonwealth of Virginia Information Security Standards. This inspection and review process will involve device testing for cybersecurity vulnerabilities overseen by the Department’s Office of Information Security (OIS) and Operations Technology Division (OTD). The Contractor shall be responsible for coordinating with equipment and software suppliers to complete and submit the required security checklist and device samples to the Department for vetting of items that have not been approved.

The Engineer will coordinate the Operations Technology Field Device Security Review with the Department’s Operations Technology Division. The Contractor shall allow 8 months for this review if the device has a cloud component or artificial intelligence. If cloud or artificial intelligence are not involved, then the Contractor should allow for 90 days for review once the initial Operations Technology Field Device Security Assessment form has been submitted.

The Operations Technology Critical Infrastructure list and the Operations Technology Field Device Security Assessment form are located on the Department’s website.

7-28-25 (SPCN)

DRUG-FREE WORKPLACE– The Contractor shall:

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

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

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

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

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

7-3-19 (SPCN)

cq107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY

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

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

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

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

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

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

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

5-11-22 (SPCN)

SAW-CUT ASPHALT CONCRETE — This work shall consist of saw-cutting the existing asphalt concrete pavement to the full depth of the pavement section at the bridge approach and as directed by the Engineer and removing and disposing of the existing deteriorated asphalt concrete.

Saw-cut asphalt concrete will be measured in linear feet of existing asphalt concrete pavement saw cut to the full depth of the pavement section at the bridge approach and will be paid for at the Contract unit price per linear foot. This price shall be full compensation for saw-cutting the asphalt pavement and disposing of the existing deteriorated asphalt concrete.

Payment will be made under:

Pay Item Pay Unit

Saw-cut asphalt concrete Linear foot

3-25-26 (SPCN) 119641

POLICE PATROL - The Contractor shall be responsible for obtaining Local Law Enforcement support in active work zones as necessary and as agreed upon by the Contractor and VDOT Engineer or designee.

Instances may include congested areas or signalized intersections.

All flagging operations within a signalized intersection shall be conducted by Law Enforcement officers in accordance with the Virginia Work Area Protection manual and Section 46.2-834 of the Highway Laws of Virginia.

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

Payment will be made under:

Pay Item Pay Unit

Police Patrol Hour

7-28-23 (SPCN) 119641

PIPE BACKFILL MATERIAL — Pipe backfill shall be performed in accordance with VDOT Standard PB-1 and Section 302.03(a)2.g. Backfilling of the Specifications unless noted herein. Regular Backfill material within the limits of roadway embankments and under existing or proposed roadway shall meet a minimum CBR value of 15.0 as determined by VTM-8. No. 10 screenings may be used as Regular Backfill or bedding material in accordance with the Special Provision for Use of Number 10 Screenings.

Ground line shall be considered the top of trench at the time of pipe installation. When pipe does not project above ground line, Regular Backfill shall extend to the top of the pipe trench in fills or subgrade in cuts.

Outlet pipes for storm water management basins shall be installed as noted on the plans. Furnishing, placing, and compacting Regular Backfill, bedding material, and disposing of unsuitable material excavated from the trench will not be measured for separate payment, the cost thereof shall be included in other appropriate items.

12-9-20 (SPCN) 119641

SECTION 303—EARTHWORK is amended as follows:

Section 303.04(a) Regular Excavation is amended to include the following:

All Regular Excavation used to construct embankments for this project shall meet a minimum CBR value as shown on the plans (determined per VTM-8), shall not include soils with Liquid Limits greater than 40 (determined per AASHTO T 89) and Plasticity Indices greater than 20 (determined per AASHTO T 90) unless stabilized with lime (per VTM-11) or cement (per VTM-72), or as approved by the District Materials Engineer. If the Contractor demonstrates that stabilization of the onsite excavation is the most cost-effective construction method and pay items for manipulation and cement or lime are not included in the contract, the work will be measured and paid for in accordance with Section 109.05 of the Specifications.

Section 303.04(b) Borrow Excavation is amended to replace the fifth paragraph with the following:

All Borrow Excavation for this project shall meet a minimum CBR value as shown on the plans (determined per VTM-8), shall not include soils with Liquid Limits greater than 40 (determined per AASHTO T 89) and Plasticity Indices greater than 20 (determined per AASHTO T 90) unless stabilized with lime (per VTM-11) or cement (per VTM-72), or as approved by the District Materials Engineer. If the Contractor demonstrates that stabilization onsite excavation is the most cost-effective construction method and pay items for manipulation and cement or lime are not included in the contract, the work will be measured and paid for in accordance with Section 109.05 of the Specifications. If stabilization is used, borrow excavation quantities will be adjusted in accordance with Section 104.02(a) of the Specifications. Number 10 screenings may be used as borrow material in accordance with the Special Provision for Use of Number 10 Screenings and will be paid for as borrow material.

Section 303.04(h) Embankments is amended to replace the twenty-third paragraph with the following:

All Embankment for this project shall meet a minimum CBR value as shown on the plans (determined per VTM-8), shall not include soils with Liquid Limits greater than 40 (determined per AASHTO T 89) and Plasticity Indices greater than 20 (determined per AASHTO T 90) unless stabilized with lime (per VTM-11) or cement (per VTM-72), or as approved by the District Materials Engineer. If the Contractor demonstrates that stabilization of the onsite embankment is the most cost-effective construction method and pay items for manipulation and cement or lime are not included in the contract, the work will be measured and paid for in accordance with Section 109.05 of the Specifications. If stabilization is used, embankment quantities will be adjusted in accordance with Section 104.02(a) of the Specifications. Number 10 screenings may be used as embankment in accordance with the Special Provision for Use of Number 10 Screenings and will be paid for as embankment.

2-13-23 (SPCN) 119641

SP0F0-000100-00

Reissued July 12, 2016

PREDETERMINED MINIMUM WAGE RATES

"General Decision Number: VA20260104 05/18/2026

State: Virginia

Construction Types: Highway

Counties: Virginia Counties of Augusta, Staunton* and Waynesboro*

* Designates Independent City

Modification Number Publication Date

0 01/02/2026

1 05/18/2026

ELEC0080-011 06/01/2025

Rates Fringes

ELECTRICIAN, INCLUDES TRAFFIC SIGNALIZATION.........$ 36.85 14.13

SUVA2016-040 07/02/2018

Rates Fringes

TRUCK DRIVER: MULTI AXLE...........................$ 18.74 0.00

TRUCK DRIVER: HEAVY OVER 7 CY.....................$ 16.60 0.00

TRUCK DRIVER: FUEL AND LUBRICANT SERVICE...........$ 18.25 0.00

TRUCK DRIVER: 1/SINGLE AXLE TRUCK..................$ 16.59 0.00

TRUCK DRIVER : HEAVY 7CY & UNDER....................$ 15.36 0.00

TRAFFIC…