A94_124095.pdf

ORDER NO.: A94

CONTRACT ID. NO.: C0000124095M01

Form C-6a

Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 8

FHWA NUMBER: STP-5150(244)

PROJECT NUMBER: 0008-060-891, M501

COUNTY: MONTGOMERY

DISTRICT: SALEM

DESCRIPTION: SMART SCALE - ROAD WIDENING AND IMPROVEMENTS

FROM:

TO:

0.27 MI. S. OF RTE. 669

0.05 MI. S. OF RTE. 669

DATE BID SUBMITTED: 10:00 AM WEDNESDAY, AUGUST 26, 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: 0008-060-891, M501

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.

0008-060-891, M501

CONTRACT I.D.

NO.

C0000124095M01

FHWA NO. STP-5150(244)

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

SUBMITTED: 10:00 AM WEDNESDAY, AUGUST 26, 2026

PROJECT NUMBER: 0008-060-891, M501

ROUTE NUMBER: 8

FHWA NUMBER: STP-5150(244)

DESCRIPTION: SMART SCALE - ROAD WIDENING AND IMPROVEMENTS

FROM:

TO:

0.27 MI. S. OF RTE. 669

0.05 MI. S. OF RTE. 669

DISTRICT: SALEM COUNTY: MONTGOMERY

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: JULY 21, 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 07/10/2026Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000124095M01 0008-060-891, M501

Order No.: A94

Oversight/State Project No.:

Federal Project No.: STP-5150(244)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0010 105SP20-0002

CONST REC DOCS SWM

FACILITY CONSTRUCTION

RECORD DOCUMENTS SWM

FACILITY

LUMP SUM _________._____LUMP SUM

ATTD

0020 301SD20-0002

CLEARING AND GRUBBING ACRE

1.980

0030 302SD20-0002

BEDDING MATL. AGGR. NO.

TON

84.000

ATTD

0040 302SD20-0032

18" STORM SEWER PIPE LF

619.000

0050 302SD20-0039

24" CONC. PIPE LF

35.000

0060 302SD20-0041

24" STORM SEWER PIPE LF

450.000

0070 302SD20-0049

30" CONC. PIPE LF

211.000

0080 302SD20-0051

30" STORM SEWER PIPE LF

183.000

0090 302SD20-0242

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

1.000

0100 302SD20-0309

DROP INLET DI-3A EA

1.000

0110 302SD20-0312

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

6.000

0120 302SD20-0313

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

1.000

0130 302SD20-0321

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

2.000

0140 302SD20-0329

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

1.000

Schedule of Items Page: 3

Proposal ID: C0000124095M01 0008-060-891, M501

Order No.: A94

Oversight/State Project No.:

Federal Project No.: STP-5150(244)

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 302SD20-0446

DROP INLET DI-5 EA

3.000

0160 302SD20-0447

DROP INLET DI-7 EA

4.000

0170 302SD20-0662

MANHOLE MH-1 OR 2 LF

19.200

0180 302SD20-0663

FRAME & COVER MH-1 EA

2.000

0190 302SD20-0673

STORMWATER

MAN.DRAIN.STR.SWM-1

LF

7.000

0200 302SX20-0013

PIPE OUTLET PIPE LF

40.000

ATTD

0210 302SX20-0016

SPEC. DESIGN MODIFIED UD-

LF

109.000

ATTD

0220 303SD20-0001

REGULAR EXCAVATION CY

1,460.000

0230 303SD20-0023

CHECK DAM ROCK TY. II EA

19.000

0240 303SD20-0028

DEWATERING BASIN EC-8 EA

3.000

0250 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

595.000

0260 303SD20-0030

INLET PROTECTION TYPE A EA

12.000

0270 303SD20-0031

INLET PROTECTION TYPE B EA

16.000

0280 303SD20-0034

TEMP. SILT FENCE TYPE A LF

1,923.000

Schedule of Items Page: 4

Proposal ID: C0000124095M01 0008-060-891, M501

Order No.: A94

Oversight/State Project No.:

Federal Project No.: STP-5150(244)

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 303SD20-0036

STORM WATER MAN. BASIN

EXCAV.

CY

1,165.000

0300 305SD20-0012

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

OR 21B

TON

1,114.000

0310 305SD20-0013

AGGR. MATL. NO. 3 TON

520.000

0320 308SX20-0003

CRUSHER RUN AGGR. NO. 25

OR 26

TON

3.000

ATTD

0330 315SD20-0005

ASPHALT CONCRETE TY. IM-

19.0D CONST

TON

139.000

0340 315SD20-0008

ASPHALT CONCRETE TY. SM-

9.5D CONST

TON

463.000

0350 315SD20-0010

ASPHALT CONCRETE BM-25.0 TON

245.000

0360 315SD20-0104

SAW-CUT ASPHALT

CONCRETE FULL DEPTH

LF

1,730.000

0370 414SD20-0001

EROSION CTRL. STONE CL.

A1, EC-1

TON

4.000

0380 414SD20-0003

EROSION CTRL. STONE CL. I,

EC-1

TON

14.000

0390 414SD20-0010

DRY RIPRAP CL.I 18" TON

8.000

0400 501SD20-0009

OUTLET PIPE LF

14.000

0410 502SD20-0003

PAVED DITCH PG-2A SY

28.000

Schedule of Items Page: 5

Proposal ID: C0000124095M01 0008-060-891, M501

Order No.: A94

Oversight/State Project No.:

Federal Project No.: STP-5150(244)

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.

0420 502SD20-0024

COMB. CURB & GUTTER,

STD. CG-7

LF

1,121.000

0430 502SD20-0025

COMB. CURB & GUTTER,

RAD. CG-7

LF

11.000

0440 502SD20-0029

ENTRANCE GUTTER CG-9D SY

288.000

0450 502SD20-0030

COMB. CURB & GUTTER RAD.

CG-11

LF

36.000

0460 504SD20-0001

CONCRETE CLASS A3 MISC. CY

22.900

302, 504

0470 504SD20-0005

GEOTEXTILE DRAINAGE

FABRIC

SY

619.000

0480 507SD20-0006

FENCE FE-CL VINYL COATED LF

490.000

0490 507SD20-0013

GATE FE-CL 12' EA

1.000

0500 507SD20-0027

HIGH VISIBILITY FENCE, 4

FEET

LF

905.000

0510 508SD20-0004

DEMO. OF PAVEMENT

FLEXIBLE

SY

1,236.000

0520 509SD20-0001

FLOWABLE BACKFILL CY

63.000

0530 510SD20-0050

ADJUST EXIST FRAME &

COVER

EA

1.000

0540 510SX20-0031

MODIFY EXIST. DROP INLET EA

1.000

Schedule of Items Page: 6

Proposal ID: C0000124095M01 0008-060-891, M501

Order No.: A94

Oversight/State Project No.:

Federal Project No.: STP-5150(244)

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.

0550 511SD20-0001

ALLAYING DUST HR

2,300.000

0560 512SD20-0013

TYPE 3 BARRICADE 8' EA

2.000

0570 512SD20-0014

TEMPORARY SIGN SF

550.000

0580 512SD20-0022

GROUP 2 LONGITUDINAL

CHANNELIZING DEVICE

LF

30.000

0590 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

14,315.000

0600 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

4,600.000

0610 512SD20-0027

FLAGGER SERVICE HR

8,400.000

0620 512SD20-0029

WARNING LIGHT TY. B DAY

702.000

0630 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

3,490.000

0640 512SD20-0052

TEMP. PVMT. SYMB. MRKG

SNGL TURN ARROW TY. A

EA

28.000

0650 512SD20-0061

TEMP. PVMT MRKG TY. D, CL.

III, 4"

LF

6,500.000

0660 512SP20-0001

PORTABLE TEMPORARY

RUMBLE STRIP ARRAY

DAY

415.000

ATTD

0670 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

Schedule of Items Page: 7

Proposal ID: C0000124095M01 0008-060-891, M501

Order No.: A94

Oversight/State Project No.:

Federal Project No.: STP-5150(244)

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.

0680 515SD20-0004

FLEXIBLE PAVE.PLANING 0"-

2"

SY

4,038.000

0690 517SD20-0002

CONSTRUCTION SURVEYING

MIN. PLAN

LUMP SUM _________._____LUMP SUM

0700 520SD20-0003

1" WATER SERVICE LINE LF

18.000

0710 520SD20-0006

2" WATER SERVICE LINE LF

33.000

0720 520SD20-0014

6" DI WATER MAIN LF

783.000

0730 520SD20-0016

8" DI WATER MAIN LF

331.000

0740 520SD20-0089

6" GATE VALVE & BOX EA

4.000

0750 520SD20-0090

8" GATE VALVE & BOX EA

2.000

0760 520SD20-0162

FIRE HYDRANT EA

1.000

0770 520SD20-0165

2" AIR RELEASE VALVE & BOX EA

4.000

0780 520SD20-0168

1" WATER METER BOX &

YOKE

EA

3.000

0790 520SD20-0291

12" STEEL ENCASE. PIPE LF

40.000

0800 520SX20-0009

SANITARY SEWER 2" FORCE

MAIN

LF

48.000

0810 521SD20-0001

MAILBOX POST, SINGLE EA

7.000

Schedule of Items Page: 8

Proposal ID: C0000124095M01 0008-060-891, M501

Order No.: A94

Oversight/State Project No.:

Federal Project No.: STP-5150(244)

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.

0820 523SP20-0002

STORM WATER

MANAGEMENT LOW

PERMEABILITY LINER

SY

264.000

ATTD

0830 602SX20-0006

TOPSOIL CLASS B, 4" CY

1,020.000

0840 603SD20-0002

TEMPORARY SEED LB

207.000

0850 603SD20-0003

REGULAR SEED LB

351.000

0860 603SD20-0004

OVERSEEDING LB

281.000

0870 603SD20-0007

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 1

SY

81.000

0880 603SD20-0008

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 2

SY

190.000

0890 603SD20-0009

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 3

SY

404.000

0900 603SD20-0014

FERTILIZER NITROGEN - N LB

190.000

0910 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

140.000

0920 603SD20-0016

FERTILIZER POTASSIUM - K LB

140.000

0930 603SD20-0017

LIME TON

13.000

0940 606SD20-0001

ROLLED EROSION CTRL

PRODUCT EC-2 TYPE 1

SY

9,539.000

Schedule of Items Page: 9

Proposal ID: C0000124095M01 0008-060-891, M501

Order No.: A94

Oversight/State Project No.:

Federal Project No.: STP-5150(244)

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.

0950 606SD20-0006

ROLLED EROSION CTRL

PRODUCT EC-3 TYPE 2

SY

42.000

0960 608SD20-0001

MOWING HR

75.000

0970 610SD20-0001

GABIONS CY

14.000

0980 700SD20-0003

REMOVE EXISTING 1 POST

SIGN STRUCTURE

EA

5.000

0990 700SD20-0007

REMOVE EXISTING 1 POST

SIGN PANEL

EA

1.000

1000 700SD20-0034

SIGN POST STP-1, 2", 14

GAUGE

LF

81.000

1010 700SD20-0035

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

GAUGE

LF

6.000

1020 700SD20-0036

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

GAUGE

LF

15.000

1030 700SD20-0037

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

GAUGE

LF

14.000

1040 700SD20-0038

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

7.000

1050 700SD20-0039

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

1.000

1060 701SD20-0001

SIGN PANEL SF

76.200

1070 704SD20-0007

TYPE B CLASS I PVMT LINE

MRKG 6"

LF

3,150.000

Schedule of Items Page: 10

Proposal ID: C0000124095M01 0008-060-891, M501

Order No.: A94

Oversight/State Project No.:

Federal Project No.: STP-5150(244)

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.

1080 704SD20-0048

PVMT SYMB MRKG SGL

TURN ARR. TY B CL II

EA

8.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000124095M01

A94

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

_______REGULAR EXCAVATION 0.290303SD20-0001

_______SILTATION CONTROL EXCAVATION 0.290303SD20-0029

_______STORM WATER MAN. BASIN EXCAV. 0.290303SD20-0036

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

_______AGGR. MATL. NO. 3 0.000305SD20-0013

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

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

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

_______ASPHALT CONCRETE BM-25.0 3.500315SD20-0010

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

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

_______DRY RIPRAP CL.I 18" 0.400414SD20-0010

_______CONCRETE CLASS A3 MISC. 1.892504SD20-0001

_______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

C0000124095M01

A94

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

_______FENCE FE-CL VINYL COATED507SD20-0006

_______12" STEEL ENCASE. PIPE520SD20-0291

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

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

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

_______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

C0000124095M01

A94

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

ASPHALT CONCRETE TY. IM-19.0D CONST315SD20-0005

ASPHALT CONCRETE TY. SM-9.5D CONST315SD20-0008

ASPHALT CONCRETE BM-25.0315SD20-0010

Determination of Major Items

1C0000124095M01Contract ID:

ltem Description Item

Number

6" DI WATER MAIN520SD20-0014

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

CN105-000100-00 OPERATIONS BY STATE FORCES 7-12-16 (SPCN) 2

CN105-000140-00 SEC 105.14—MAINTENANCE DURING CONSTRUCTION 12-20-24 (SPCN) 3

CN105-000150-00 SECURITY REQUIREMENTS FOR PCMS 1-30-26 (SPCN) 4

CN211-000100-00 POLISHING AGGREGATE IN ASPHALT CONC. R-7-12-16 (SPCN) 5

CN245-000100-01 SEC 245.03—TESTING & DOCUMENTATION 1-10-24 (SPCN) 6

CN512-000100-00 TABLE V-1, ADT GROUPS 7-12-16 (SPCN) 7

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

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

CQ512-000321-00 CONTRACTOR MAINT. OF TEMP. MARKINGS 6-13-17 (SPCN) 9

BEDDING MATERIAL AGGREGATE NO. 57 6-8-26 (SPCN) 10

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

SECTION 108.02 LIMITATION OF OPERATIONS 6-1-26 (SPCN) 10

SWM BASIN OUTLET PIPE 3-17-26 (SPCN) 11

SWM-1 DRAINAGE STRUCTURE NUMBERS AND STRIPES 3-17-26 (SPCN) 11

MODIFIED UD-1 AND OUTLET PIPE 6-30-26 (SPCN) 11

MODIFY EXISTING DROP INLET 6-8-26 (SPCN) 11

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

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

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 44

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 50

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

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

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

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

SP108-000100-01 PROG. SCHED. FOR CAT. I PROJECTS 3-21-22 65

*SP109-000100-05 ASPHALT MATERIAL PRICE ADJUSTMENT 7-8-24 80

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 82

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 84

SP109-000130-01 ELECTRONIC OR PRINTED WEIGH TICKETS 3-10-25 89

*SP512-000130-00 EMPLOYMENT OF PTRS 1-24-19 95

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 97

SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 99

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 100

SS109-002020-01 SEC 109 — MEASUREMENT AND PAYMENT 5-1-23 104

SS211-002020-03 SEC 211 – ASPHALT CONCRETE 3-18-24 107

SS220-002020-01 SEC 220 – CONCRETE CURING MATERIALS 8-28-20 112

SS223-002020-02 SEC 223 – STEEL REINFORCEMENT 4-4-23 113

SS234-002020-01 SEC 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 114

SS235-002020-01 SEC 235 – RETROREFLECTORS 5-6-22 115

SS236-002020-01 SEC 236 – WOOD PRODUCTS 5-14-21 116

SS246-002020-02 SEC 246 – PAVEMENT MARKING 5-6-22 120

SS248-002020-02 SEC 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 128

SS305-002020-02 SEC 305 – SUBGRADE AND SHOULDERS 12-20-23 130

SS308-002020-01 SEC 308 - SUBBASE COURSE 7-13-21 132

SS309-002020-01 SEC 309 - AGGREGATE BASE COURSE 7-13-21 133

SS315-002020-05 SEC 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 134

SS317-002020-01 SEC 317— STONE MATRIX ASPHALT CONCRETE PLACEMENT 6-21-24 153

SS318-002020-01 SEC 318 — PAVEMENT INTERLAYERS 8-2-23 155

SS319-002020-02 SEC 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 156

TABLE OF CONTENTS FOR PROVISIONS

SS321-002020-02 SEC 321 – TRENCH WIDENING 5-4-23 160

SS407-002020-02 SEC 407 – STEEL & METAL STRUCT 11-01-22 162

SS411-002020-01 SEC 411 – PROT. COAT. OF METAL 11-01-22 164

SS512-002020-03 SEC 512 – MAINTAINING TRAFFIC 7-1-22 165

SS704-002020-02 SEC 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 178

SP105-001000-01 CRD’S FOR PERMANENT SWMF’S 2-1-18 184

SECTION 105.08 – COOPERATION WITH REGARD TO UTILITIES 4-7-26 186

LOW PERMEABILITY LINER FOR SWM FACILITIES 6-12-26 188

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.

cn105-000100-00 July 12, 2016 (SPCN)

OPERATIONS BY STATE FORCES - The Contractor is hereby advised that State Forces will furnish materials for and perform certain items of work, indicated on the plans to be performed by State Forces, throughout the life of this contract. The Department will perform its operations in such a manner as to minimize interference with the Contractor's operations, and the Contractor shall coordinate his activities with the Department in order to prevent unnecessary interference.

In the event the plans provide for seeding operations to be performed by State Forces, such operations will include areas used for stockpiling of topsoil, approved borrow pits and waste areas and will include Department furnished and applied lime, fertilizer, seed and mulch. The Contractor shall prepare the areas to be seeded according to Section 603.03(a) of the Specifications, the cost of which shall be included in the price bid for other items. The Contractor shall coordinate with and notify the Department at such time as each area is ready for seeding operations; thereafter, the Department will assume the responsibility for completing and maintaining such areas. The Contractor will be responsible for all repairing or replacing of any work damage by his use of improper materials or construction methods or because of any damage inflicted by other than normal construction activities. Such corrective work shall be performed at the Contractor's expense. Areas outside the limits of construction, other than those approved by the Department, which are disturbed by the Contractor, shall be restored and seeded at the Contractor's expense.

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn105-000100-00.docx 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.

cn211-000100-00 July 12, 2016 (SPCN)

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).

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn211-000100-00.docx 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

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

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

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

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

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

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

Physical Property Test Method Requirements

Compressive strength ASTM D1621, D2412, and D6364

Min. 40 psi at 20% max.

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

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

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

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

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

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

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

cn512-000100-00 July 12, 2016 (SPCN)

TABLE V-1, ADT GROUPS — The Specifications are amended to include the following table:

TABLE V-1

Average Daily Traffic (ADT) Groups

Traffic Group ADT Traffic Group ADT

I 0-9 X 2,000-2,999

II 10-24 XI 3,000-3,999

III 25-49 XII 4,000-4,999

IV 50-99 XIII 5,000-5,999

V 100-249 XIV 6,000-9,999

VI 250-399 XV 10,000-14,999

VII 400-749 XVI 15,000-19,999

VIII 750-999 XVII 20,000-29,999

IX 1,000-1,999 XVIII 30,000-39,999

XIX 40,000 & over

DRUG-FREE WORKPLACE– The Contractor shall:

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

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

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

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

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

7-3-19 (SPCN)

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn512-000100-00.docx cq107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY

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

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

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

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

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

The Contractor shall include the provisions of subdivisions a, b, and c in every 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)

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

6-13-17 (SPCN)

BEDDING MATERIAL AGGREGATE NO. 57 shall conform to Section 203 of the Specifications and shall be placed in accordance with Section 302 of the Specifications except as modified herein. The aggregate shall be placed at locations shown on the Plans or as directed by the Engineer. Bedding material aggregate No. 57 will be measured in tons and will be paid for at the Contract unit price per ton. This price shall include furnishing, placing, and compacting.

Payment will be made under:

Pay Item Pay Unit

Bedding material aggregate No. 57 Ton

6-8-26 (SPCN)

CRUSHER RUN AGGREGATE NO. 25 OR 26 shall conform to Section 205 of the Specifications and shall be placed in accordance with Section 302 of the Specifications. The aggregate shall be placed at locations shown on the Plans or as directed by the Engineer. Crusher run aggregate No. 25 or 26 will be measured in tons and will be paid for at the Contract ton price. This price shall include furnishing, placing, and compacting.

Crusher run aggregate No. 25 or 26 Ton

4-10-20 (SPCN)

SECTION 108.02 LIMITATION OF OPERATIONS of the Specifications is amended to include the following operational limitations in addition to those established in Section 108.02.

NO LANE CLOSURES, DETOURS, AND/OR FLAGGER OPERATIONS ARE ALLOWED FOR THE

FOLLOWING EVENTS:

• FLOYDFEST 4TH week and weekend of July: From 12 PM on Wednesday preceding the 4th weekend of July until 7 AM Monday following the 4th weekend of July.

LANE CLOSURES ARE NOT ALLOWED DURING THE FOLLOWING TIME FRAMES

Route Monday Tuesday Wednesday Thursday Friday Saturday Sunday

8 NB

7 AM – 10

PM

7 AM – 10

PM

7 AM –10 PM

7 AM –

10 PM

7 AM – 10

PM

7 AM – 10

PM

7 AM – 10

PM

8 SB

7 AM – 10

PM

7 AM – 10

PM

7 AM –

10 PM

7 AM –

10 PM

7 AM – 10

PM

7 AM – 10

PM

7 AM – 10

PM

6-1-26 (SPCN)

SWM BASIN OUTLET PIPE shall be installed in accordance with the VDOT Road and Bridge Standards SWM-1 and SWM-DR. The cost shall be included in the price bid item for Concrete Class A3 Miscellaneous.

Cost of the leak-resistant, watertight joints shall be included in the price bid for the pipe.

3-17-26 (SPCN)

SWM-1 DRAINAGE STRUCTURE NUMBERS AND STRIPES shall be applied in accordance with VDOT Road and Bridge Standards SWM-1 and SWM-DR. Cost of this work shall be included in the price bid for the applicable structure.

3-17-26 (SPCN)

MODIFIED UD-1 AND OUTLET PIPE shall be in accordance with Section 501 of the Specifications. Pipe, fittings, and cleanouts for underdrains and outlet pipes shall conform to PVC water and pressure sewer pipe (minimum schedule 40) in accordance with Section 232 of the Specifications.

6-30-26 (SPCN)

MODIFY EXISTING DROP INLET shall be in accordance with the Plans, the Specifications, and as directed by the Engineer.

Modify existing drop inlet will be measured in units of each drop inlet modified, complete-in-place, and will be paid for at the Contract unit price per each. This price shall include modification of the existing drop inlet, furnishing and placing all Class A3 concrete, reinforcing steel, disposal of debris associated with modification, and all incidentals necessary to complete the work.

Modify existing drop inlet Each

6-8-26 (SPCN)

SP0F0-000100-00

Reissued July 12, 2016

PREDETERMINED MINIMUM WAGE RATES

"General Decision Number: VA20260180 05/18/2026

State: Virginia

Construction Types: Highway

Counties: Virginia Counties of Montgomery and Radford*

* 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

SUVA2016-065 07/02/2018

Rates Fringes

TRUCK DRIVER: MULTI AXLE...........................$ 16.19 0.00

TRUCK DRIVER: HEAVY OVER 7 CY.....................$ 16.69 0.00

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

TRUCK DRIVER: 1/SINGLE AXLE TRUCK..................$ 15.19 0.00

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

TRAFFIC CONTROL: FLAGGER..........................$ 11.45 0.00

OPERATOR: BULLDOZER, INCLUDING UTILITY..............$ 17.81 0.00

OPERATOR: ASPHALT SPREADER AND DISTRIBUTOR..........$ 17.25 0.00

OPERATOR: TRACTOR (UTILITY)........................$ 15.18 0.00

OPERATOR: SCREED...................................$ 22.13 4.89

OPERATOR: ROLLER (FINISHING).......................$ 14.85 0.00

OPERATOR: ROLLER...................................$ 15.85 0.00

OPERATOR: PILEDRIVER...............................$ 21.83 4.08

OPERATOR: PAVER (ASPHALT, AGGREGATE, AND

CONCRETE)...........................................$ 16.66 0.00

OPERATOR: MILLING MACHINE..........................$ 23.12 3.60

OPERATOR: MECHANIC.................................$ 19.59 0.00

OPERATOR: LOADER...................................$ 22.22 0.00

OPERATOR: HYDROSEEDER..............................$ 16.64 0.00

OPERATOR: GRADER/BLADE.............................$ 26.13 0.00

OPERATOR: GRADALL..................................$ 18.65 0.00

OPERATOR: DRILL....................................$ 24.66 0.00

OPERATOR: CRANE....................................$ 25.82 0.00

OPERATOR: BROOM/SWEEPER............................$ 14.32 0.25

OPERATOR: BOBCAT/SKID STEER/SKID LOADER............$ 19.16 4.45

OPERATOR: BACKHOE/EXCAVATOR/TRACKHOE...............$ 20.53 0.00

LABORER: POWER TOOL OPERATOR.......................$ 15.69 0.00

LABORER: PIPELAYER.................................$ 15.11 0.00

LABORER: GRADE CHECKER.............................$ 15.07 0.00

LABORER: COMMON OR GENERAL.........................$ 14.33 0.00

LABORER: ASPHALT, INCLUDES RAKER, SHOVELER,

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/SP0F0-000100-00.docx

SPREADER AND DISTRIBUTOR............................$ 15.40 0.00

IRONWORKER, STRUCTURAL..............................$ 27.38 0.00

IRONWORKER, REINFORCING.............................$ 22.71 0.00

CEMENT MASON/CONCRETE FINISHER......................$ 19.94 0.00

CARPENTER, INCLUDES FORM WORK.......................$ 17.65 0.00

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the

Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking.