A63_119468.pdf

ORDER NO.: A63

CONTRACT ID. NO.: C0000119468M01

Form C-6a

Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 1947

FHWA NUMBER: RSTP-5128(589)

PROJECT NUMBER: 1947-080-952, M501

COUNTY: ROANOKE

DISTRICT: SALEM

DESCRIPTION: SMART SCALE – ROAD WIDENING

FROM:

TO:

0.052 MILES SOUTH OF RTE. 5088

RTE. 628

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: 1947-080-952, 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.

1947-080-952, M501

CONTRACT I.D.

NO.

C0000119468M01

FHWA NO. RSTP-5128(589)

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, JULY 22, 2026

PROJECT NUMBER: 1947-080-952, M501

ROUTE NUMBER: 1947

FHWA NUMBER: RSTP-5128(589)

DESCRIPTION: SMART SCALE – ROAD WIDENING

FROM:

TO:

0.052 MILES SOUTH OF RTE. 5088

RTE. 628

DISTRICT: SALEM COUNTY: ROANOKE

I/we declare that no other person, firm or corporation is interested in this proposal; that I/we have carefully examined the plans, job specifications, current Road and Bridge specifications, and all other documents pertaining thereto and thoroughly understand the contents thereof; that I/we meet the prequalification requirements for bidding on this proposal;

that I/we understand that the plans and current Road and Bridge specifications, are a part of this proposal; that all of the quantities shown herewith are a part of this proposal; that all the quantities shown herewith are approximate only; that I/we have examined the location of the proposed work and source of supply of materials; and that I/we agree to bind myself/ourselves upon award by the Commonwealth under this proposal to a contract with necessary surety bond to start work according to project specifications, and to complete all work in accordance with the plans, job specifications and current Road and Bridge Specifications within the time limit set forth in the contract.

COMPLETION DATE: OCTOBER 25, 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 06/03/2026Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000119468M01 1947-080-952, M501

Order No.: A63

Oversight/State Project No.:

Federal Project No.: RSTP-5128(589)

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 NS CONSTRUCTION

DOCS FOR SWM FACILITY

LUMP SUM _________._____LUMP SUM

ATTD

0020 108SP20-0001

BASELINE PROGRESS

SCHEDULE

LUMP SUM _________._____LUMP SUM

ATTD

0030 108SP20-0002

PROGRESS SCHEDULE

UPDATES

EA

17.000

ATTD

0040 301SD20-0001

CLEARING AND GRUBBING LUMP SUM _________._____LUMP SUM

0050 302SD20-0002

BEDDING MATL. AGGR. NO.

TON

29.000

ATTD

0060 302SD20-0025

15" CONC. PIPE LF

50.000

0070 302SD20-0027

15" STORM SEWER PIPE LF

1,425.000

0080 302SD20-0061

36" STORM SEWER PIPE LF

96.000

0090 302SD20-0198

15" END SECTION ES-1 OR 2 EA

2.000

0100 302SD20-0237

DROP INLET DI-1 EA

2.000

0110 302SD20-0313

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

2.000

0120 302SD20-0314

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

3.000

0130 302SD20-0316

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

2.000

Schedule of Items Page: 3

Proposal ID: C0000119468M01 1947-080-952, M501

Order No.: A63

Oversight/State Project No.:

Federal Project No.: RSTP-5128(589)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0140 302SD20-0334

DROP INLET DI-3C,L=16' EA

1.000

0150 302SD20-0335

DROP INLET DI-3C,L=18' EA

1.000

0160 302SD20-0425

DROP INLET DI-4EE,L=10' EA

1.000

0170 302SD20-0446

DROP INLET DI-5 EA

1.000

0180 302SD20-0662

MANHOLE MH-1 OR 2 LF

30.300

0190 302SD20-0663

FRAME & COVER MH-1 EA

4.000

0200 302SD20-0673

STORMWATER

MAN.DRAIN.STR.SWM-1

LF

7.500

0210 302SX20-0013

PIPE REHAB 36", METHOD B,

CATEGORY C

LF

16.000

ATTD

0220 303SD20-0001

REGULAR EXCAVATION CY

10,223.000

0230 303SD20-0010

EMBANKMENT CY

358.000

0240 303SD20-0013

GEOTEXTILE EMBANKMENT

STAB.

SY

510.000

0250 303SD20-0018

SLOPE DRAIN EA

2.000

0260 303SD20-0021

TEMPORARY DIVERSION

DIKE

LF

181.000

0270 303SD20-0023

CHECK DAM ROCK TY. II EA

82.000

Schedule of Items Page: 4

Proposal ID: C0000119468M01 1947-080-952, M501

Order No.: A63

Oversight/State Project No.:

Federal Project No.: RSTP-5128(589)

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 303SD20-0028

DEWATERING BASIN EC-8 EA

2.000

0290 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

755.000

0300 303SD20-0030

INLET PROTECTION TYPE A EA

1.000

0310 303SD20-0031

INLET PROTECTION TYPE B EA

11.000

0320 303SD20-0032

GEOTEXTILE FABRIC SY

146.000

0330 303SD20-0034

TEMP. SILT FENCE TYPE A LF

1,251.000

0340 303SD20-0035

TEMP. SEDIMENT BASIN

EXCAVATION

CY

286.000

0350 303SD20-0036

STORM WATER MAN. BASIN

EXCAV.

CY

1,121.000

0360 305SD20-0001

BORROW EXCAVATION CY

4,590.000

0370 305SD20-0013

AGGR. MATL. NO. 3 TON

1,283.000

0380 308SD20-0012

AGGR. BASE MATL. TY. I NO.

21B

TON

3,015.000

0390 309SD20-0001

AGGR. MATL. NO. 1 TON

447.000

0400 315SD20-0004

ASPHALT CONCRETE TY. IM-

19.0A CONST

TON

827.000

Schedule of Items Page: 5

Proposal ID: C0000119468M01 1947-080-952, M501

Order No.: A63

Oversight/State Project No.:

Federal Project No.: RSTP-5128(589)

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 315SD20-0008

ASPHALT CONCRETE TY. SM-

9.5D CONST

TON

1,036.000

0420 315SD20-0010

ASPHALT CONCRETE BM-25.0 TON

2,094.000

0430 315SX20-0011

SAW-CUT ASPH CONC FULL

DEPTH

LF

1,400.000

ATTD

0440 414SD20-0001

EROSION CTRL. STONE CL.

A1, EC-1

TON

5.300

0450 414SD20-0003

EROSION CTRL. STONE CL. I,

EC-1

TON

40.000

0460 414SD20-0008

DRY RIPRAP CL. AI TON

72.100

0470 502SD20-0004

PAVED DITCH PG-5 SY

58.000

0480 502SD20-0011

CURB, STD. CG-2 LF

129.000

0490 502SD20-0022

COMB. CURB & GUTTER,

STD. CG-6

LF

1,698.000

0500 502SD20-0023

COMB. CURB & GUTTER,

RAD. CG-6

LF

308.000

0510 502SD20-0024

COMB. CURB & GUTTER,

STD. CG-7

LF

165.000

0520 502SD20-0029

ENTRANCE GUTTER CG-9D SY

155.000

Schedule of Items Page: 6

Proposal ID: C0000119468M01 1947-080-952, M501

Order No.: A63

Oversight/State Project No.:

Federal Project No.: RSTP-5128(589)

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.

0530 502SX20-0010

SAW CUT H.C.C. ITEMS

SAWCUT EX CURB AND

GUTTER

LF

13.000

ATTD

0540 504SD20-0001

CONCRETE CLASS A3 MISC. CY

39.100

302, 504

0550 504SD20-0002

CG-12 DETECTABLE

WARNING SURFACE

SY

7.000

0560 504SD20-0003

HYDR. CEMENT CONC.

SIDEWALK 4"

SY

489.000

0570 505SD20-0073

REMOVE EXISTING

GUARDRAIL

LF

639.000

0580 507SD20-0027

HIGH VISIBILITY FENCE, 4

FEET

LF

300.000

0590 508SD20-0001

OBSCURING ROADWAY UNIT

28.800

0600 508SD20-0004

DEMO. OF PAVEMENT

FLEXIBLE

SY

4,588.000

0610 509SD20-0001

FLOWABLE BACKFILL CY

5.000

0620 510SD20-0001

REMOVE GR-7 TERMINAL EA

4.000

0630 510SD20-0050

ADJUST EXIST FRAME &

COVER

EA

2.000

0640 510SX20-0031

MODIFY EXIST. DRAINAGE

STRUCTURE

EA

1.000

ATTD

Schedule of Items Page: 7

Proposal ID: C0000119468M01 1947-080-952, M501

Order No.: A63

Oversight/State Project No.:

Federal Project No.: RSTP-5128(589)

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.

0650 510SX20-0031

MODIFY EXIST. POOL DRAINS EA

2.000

ATTD

0660 511SD20-0001

ALLAYING DUST HR

1,800.000

0670 512SD20-0003

TRAFFIC BARRIER SERVICE

MB-11A

LF

300.000

0680 512SD20-0007

IMPACT ATTEN.SER. TY. 1 TL-

3, >=40 MPH

EA

1.000

0690 512SD20-0012

TYPE 3 BARRICADE 4' EA

2.000

0700 512SD20-0013

TYPE 3 BARRICADE 8' EA

4.000

0710 512SD20-0014

TEMPORARY SIGN SF

1,390.000

0720 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

200.000

0730 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

8,360.000

0740 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

2,424.000

0750 512SD20-0026

ELECTRONIC ARROW BOARD HR

384.000

0760 512SD20-0027

FLAGGER SERVICE HR

936.000

0770 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

3,640.000

Schedule of Items Page: 8

Proposal ID: C0000119468M01 1947-080-952, M501

Order No.: A63

Oversight/State Project No.:

Federal Project No.: RSTP-5128(589)

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.

0780 512SD20-0043

ERADICATE NONLINEAR

PVMT MRKG

SF

250.000

0790 512SD20-0044

TEMP. PAVE. MARKER 1 WAY EA

80.000

0800 512SD20-0045

TEMP. PAVE. MARKER 2 WAY EA

220.000

0810 512SD20-0046

TEMP. PVMT MRKG TY. A, 4" LF

21,060.000

0820 512SD20-0048

TEMP. PVMT MRKG TY. A, 8" LF

1,780.000

0830 512SD20-0050

TEMP. PVMT MRKG TY. A, 24" LF

520.000

0840 512SD20-0052

TEMP. PVMT. SYMB. MRKG

SNGL TURN ARROW TY. A

EA

11.000

0850 512SP20-0001

PORTABLE TEMPORARY

RUMBLE STRIP ARRAY

DAY

100.000

ATTD

0860 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

0870 514SD20-0001

FIELD OFFICE TY.I MO

18.000

0880 515SD20-0004

FLEXIBLE PAVE.PLANING 0"-

2"

SY

4,800.000

0890 516SD20-0001

CLOSING WELL EA

1.000

0900 517SD20-0001

CONSTRUCTION SURVEYING

CONSTR.

LUMP SUM _________._____LUMP SUM

Schedule of Items Page: 9

Proposal ID: C0000119468M01 1947-080-952, M501

Order No.: A63

Oversight/State Project No.:

Federal Project No.: RSTP-5128(589)

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.

0910 520SD20-0003

1" WATER SERVICE LINE LF

82.000

0920 520SD20-0013

6" WATER MAIN LF

7.000

0930 520SD20-0019

12" WATER MAIN LF

8.000

0940 520SD20-0089

6" GATE VALVE & BOX EA

1.000

0950 520SD20-0162

FIRE HYDRANT EA

1.000

0960 520SD20-0167

5/8" WATER METER BOX &

YOKE

EA

1.000

0970 520SX20-0002

WATER FACILITIES 12" GATE

VALVE & MANHOLE

EA

1.000

ATTD

0980 521SD20-0001

MAILBOX POST, SINGLE EA

2.000

0990 523SP20-0002

STORM WATER

MANAGEMENT LOW PERM

LINER

SY

1,131.000

ATTD

1000 602SD20-0004

TOPSOIL CLASS B CY

126.000

1010 602SX20-0005

TOPSOIL 4" TOPSOIL ACRE

1.520

1020 603SD20-0002

TEMPORARY SEED LB

304.000

1030 603SD20-0003

REGULAR SEED LB

449.000

1040 603SD20-0004

OVERSEEDING LB

359.000

Schedule of Items Page: 10

Proposal ID: C0000119468M01 1947-080-952, M501

Order No.: A63

Oversight/State Project No.:

Federal Project No.: RSTP-5128(589)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

1050 603SD20-0005

LEGUME SEED LB

23.000

1060 603SD20-0006

LEGUME OVERSEEDING LB

18.000

1070 603SD20-0008

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 2

SY

2,541.000

1080 603SD20-0009

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 3

SY

14,012.000

1090 603SD20-0011

SEDIMENT RETENTION ROLL

18" MIN

LF

275.000

1100 603SD20-0014

FERTILIZER NITROGEN - N LB

152.000

1110 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

106.000

1120 603SD20-0016

FERTILIZER POTASSIUM - K LB

106.000

1130 603SD20-0017

LIME TON

8.360

1140 606SD20-0002

ROLLED EROSION CTRL

PRODUCT EC-2 TYPE 2

SY

174.000

1150 606SD20-0003

ROLLED EROSION CTRL

PRODUCT EC-2 TYPE 3

SY

898.000

1160 606SD20-0007

ROLLED EROSION CTRL

PRODUCT EC-3 TYPE 3

SY

2.000

1170 608SD20-0001

MOWING HR

40.000

Schedule of Items Page: 11

Proposal ID: C0000119468M01 1947-080-952, M501

Order No.: A63

Oversight/State Project No.:

Federal Project No.: RSTP-5128(589)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

1180 700SD20-0003

REMOVE EXISTING 1 POST

SIGN STRUCTURE

EA

6.000

1190 700SD20-0012

RELOCATE EX. 1 POST GRND

MOUNT SGN PANEL

EA

5.000

1200 700SD20-0034

SIGN POST STP-1, 2", 14

GAUGE

LF

175.000

1210 700SD20-0038

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

14.000

1220 701SD20-0001

SIGN PANEL SF

75.130

1230 704SD20-0006

TYPE B CLASS I PVMT LINE

MRKG 4"

LF

8,900.000

1240 704SD20-0007

TYPE B CLASS I PVMT LINE

MRKG 6"

LF

200.000

1250 704SD20-0008

TYPE B CLASS I PVMT LINE

MRKG 8"

LF

250.000

1260 704SD20-0015

TYPE B CLASS II PVMT LINE

MRKG 24"

LF

330.000

1270 704SD20-0048

PVMT SYMB MRKG SGL

TURN ARR. TY B CL II

EA

8.000

1280 704SD20-0051

DBL TURN ARR.THRU/LT OR

RT TY B, CL II

EA

2.000

1290 704SD20-0108

PVMT MSG. MARK. “ONLY” TY

B, CL II, 8’

EA

2.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000119468M01

A63

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

_______EMBANKMENT 0.290303SD20-0010

_______SILTATION CONTROL EXCAVATION 0.290303SD20-0029

_______STORM WATER MAN. BASIN EXCAV. 0.290303SD20-0036

_______BORROW EXCAVATION 0.290305SD20-0001

_______AGGR. MATL. NO. 3 0.000305SD20-0013

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

_______AGGR. MATL. NO. 1 0.600309SD20-0001

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

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

_______ASPHALT CONCRETE BM-25.0 3.500315SD20-0010

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

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

_______DRY RIPRAP CL. AI 0.400414SD20-0008

_______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

C0000119468M01

A63

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

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000119468M01

A63

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

ASPHALT CONCRETE TY. IM-19.0A CONST315SD20-0004

ASPHALT CONCRETE TY. SM-9.5D CONST315SD20-0008

ASPHALT CONCRETE BM-25.0315SD20-0010

Determination of Major Items

1C0000119468M01Contract ID:

ltem Description Item

Number

REGULAR EXCAVATION303SD20-0001

ASPHALT CONCRETE BM-25.0315SD20-0010

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

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

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

CN105-000140-00 SECTION 105.14—MAINTENANCE DURING CONSTRUCTION 12-20-24 2

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

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

CN512-000100-00 TABLE V-1, ADT GROUPS 7-12-16 (SPCN) 5

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

*DRUG-FREE WORKPLACE 7-3-19 (SPCN) 5

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

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

SECTION 108.02 LIMITATION OF OPERATIONS 2-27-26 (SPCN) 7

SAW-CUT ASPHALT CONCRETE (FULL DEPTH) 12-22-25 (SPCN) 7

SAW CUT HYDRAULIC CEMENT CONCRETE ITEMS 11-8-21 (SPCN) 8

SEC. 510—RELOCATE/MODIFY EXIST. MISC. ITEMS (DRAINAGE STRUCTURE) 4-22 26 (SPCN) 8

SEC. 510—RELOCATE/MODIFY EXIST. MISC. ITEMS (POOL DRAIN) 4-22 26 (SPCN) 8

GATE VALVE AND MANHOLE 10-11-22 9

BEDDING MATERIAL AGGREGATE NO. 57 5-5-21 (SPCN) 9

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

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

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

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

SP107-001510-06 INTERIM DBE REQUIREMENTS 1-26-26 55

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

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

*SP109-000100-05 ASPHALT MATERIAL PRICE ADJUSTMENT 7-8-24 85

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 87

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 89

SP109-000130-01 ELECTRONIC OR PRINTED WEIGH TICKETS 3-10-25 94

SP302-000100-00 RESTORING EXISTING PAVEMENT 7-12-16 100

SP302-000140-01 PIPE REHABILITATION 11-7-16 102

*SP512-000130-00 EMPLOYMENT OF PTRS 1-24-19 113

SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 115

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 116

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 120

SS109-002020-01 SEC 109 — MEASUREMENT AND PAYMENT 5-1-23 122

SS211-002020-03 SEC 211 – ASPHALT CONCRETE 3-18-24 125

SS220-002020-01 SEC 220 – CONCRETE CURING MATERIALS 8-28-20 131

SS223-002020-02 SEC 223 – STEEL REINFORCEMENT 4-4-23 132

SS234-002020-01 SEC 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 133

SS235-002020-01 SEC 235 – RETROREFLECTORS 5-6-22 134

SS236-002020-01 SEC 236 – WOOD PRODUCTS 5-14-21 135

SS246-002020-02 SEC 246 – PAVEMENT MARKING 5-6-22 139

SS248-002020-02 SEC 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 147

SS305-002020-02 SEC 305 – SUBGRADE AND SHOULDERS 12-20-23 149

SS308-002020-01 SEC 308 - SUBBASE COURSE 7-13-21 151

SS309-002020-01 SEC 309 - AGGREGATE BASE COURSE 7-13-21 152

SS315-002020-05 SEC 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 153

SS317-002020-01 SEC 317— STONE MATRIX ASPHALT CONCRETE PLACEMENT 6-21-24 172

TABLE OF CONTENTS FOR PROVISIONS

SS318-002020-01 SEC 318 — PAVEMENT INTERLAYERS 8-2-23 174

SS319-002020-02 SEC 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 175

SS321-002020-02 SEC 321 – TRENCH WIDENING 5-4-23 179

SS407-002020-02 SEC 407 – STEEL & METAL STRUCT 11-01-22 181

SS411-002020-01 SEC 411 – PROT. COAT. OF METAL 11-01-22 183

SS512-002020-03 SEC 512 – MAINTAINING TRAFFIC 7-1-22 184

SS704-002020-02 SEC 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 197

TREE REMOVAL TIME OF YEAR RESTRICTION FOR BAT HABITAT 4-14-25 203

MANUFACTURED IMPERMEABLE GEOSYNTHETIC LINER 3-11-26 204

MANUFACTURED LOW PERMEABILITY LINER FOR STORMWATER MANAGEMENT FACILITIES 1-

12-26 206

WATER QUALITY PERMITS 208

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)

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

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

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

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

Physical Properties Test Method Requirements

Compressive strength ASTM D1621, D2412, and D6364

Min. 40 psi at 20% max.

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

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

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

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

Section 245.03(c) of the Specifications.

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

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

Geocomposite wall drains shall conform to the following:

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

Physical Property Test Method Requirements

Compressive strength ASTM D1621, D2412, and D6364

Min. 40 psi at 20% max.

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

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

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

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

Geotextile shall not sag or block the flow channels, shall have a life equivalent to that of the core material, and shall conform to the requirements of Section 245.03(c) of the Specifications.

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

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

1-10-24 (SPCN)

cn512-000100-00 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

7-12-16 (SPCN)

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

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

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

7-13-16_(SPCN)

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.

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn512-000100-00.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn512-000120-00.docx

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)

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)

SECTION 108.02 LIMITATION OF OPERATIONS of the Specifications is amended to include the following:

LANE CLOSURES ARE NOT ALLOWED DURING THE FOLLOWING TIMES

ROUTE DAY TIME

Valleypointe Parkway Mon-Sat No restrictions

Wood Haven Road Mon-Sat No restrictions

The Contractor shall follow the Lane Closure Coordination (LCC) / Lane Closure Implementation (LCI) Special Provision and Transportation Management Plan (TMP). If there are any impacts to traffic volumes that result in a queue reaching to Peter’s Creek Road, the Contractor shall implement strategies to reduce the queue; including, but not limited to, stopping traffic in opposing directions and following the Transportation Management Plan (TMP) to prepare the roadway and remove equipment and workers to safety before removing the lane closure and traffic control necessary to reduce the queue to Peter’s Creek Road.

2-27-26 (SPCN) 119468

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

Saw-cut asphalt concrete (full depth) will be measured in linear feet of existing asphalt concrete pavement saw cut to the full depth of the pavement section and will be paid for at the Contract unit price per 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 (full depth) Linear Foot

12-22-25 (SPCN) 119468

SAW CUT HYDRAULIC CEMENT CONCRETE ITEMS – This work shall consist of the Contractor saw cutting Hydraulic Cement Concrete (H.C.C.) items full depth as shown on the Plans and as directed by the Engineer.

Saw cut H.C.C. items sidewalk will be measured in linear feet and will be paid for at the Contract linear foot price. This price shall include saw cutting operations and containing and disposing of slurry.

Saw cut H.C.C. items curb, gutter, and entrances will be measured in linear feet and will be paid for at the Contract linear foot price. This price shall include saw cutting operations and containing and disposing of slurry.

Saw cut H.C.C. items sidewalk Linear foot

Saw cut H.C.C. items curb, gutter, and entrances Linear foot

11-8-21 (SPCN) 119468

SECTION 510—RELOCATING OR MODIFYING EXISTING MISCELLANEOUS ITEMS of the Specifications is amended as follows:

Section 510.03—Procedures is amended to include the following:

Modify existing drainage structure shall consist of the Contractor modifying existing drainage structure to the proposed grade and configuration in accordance with the Plans and Specifications.

The drainage structure shall be modified to accept the proposed pipe as indicated on the Plans and in accordance with the Specifications.

Section 510.04—Measurement and Payment is amended to include the following:

Modify existing drainage structure will be measured in units of each drainage structure modified, complete in place, and paid for at the contract unit price per each. This price shall include modification of the existing drainage structure, 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 drainage structure Each

4-22 26 (SPCN) 119468

SECTION 510—RELOCATING OR MODIFYING EXISTING MISCELLANEOUS ITEMS of the Specifications is amended as follows:

Section 510.03—Procedures is amended to include the following:

Modify existing pool drain shall consist of the Contractor modifying existing pool drain to the proposed grade and configuration in accordance with the Plans and Specifications. The pool drain shall be modified as indicated on the Plans and in accordance with the Specifications.

Section 510.04—Measurement and Payment is amended to include the following:

Modify existing pool drain will be measured in units of each pool drain modified, complete in place, and paid for at the contract unit price per each. This price shall include modification of the existing pool drain, 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 pool drain Each

4-22 26 (SPCN) 119468

GATE VALVE AND MANHOLE shall be in accordance with the plans, material notes, and details describing the work.

Gate Valve and Manhole will be measured as complete and in place units and paid for at the contract unit price per each. This price shall include excavation, backfill with suitable material, bedding, compaction, disposal of surplus or unsuitable material, gate valve, fittings, joint restraint, pre-cast concrete manhole cone section with frame and cover, tracer wire with grounding bar and rod (if required), adjustment ring (if needed), and shall include furnishing all tools, labor, materials, equipment and incidentals necessary to result in a complete, working installation.

Gate Valve and Manhole (12”) Each

10-11-22 (SPCN) 119468

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. Bedding material 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 ton price.

This price shall include furnishing, placing, and compacting.

Bedding material aggregate No. 57 Ton

5-5-21 (SPCN) 119468

SP0F0-000100-00

Reissued July 12, 2016

PREDETERMINED MINIMUM WAGE RATES

"General Decision Number: VA20260188 05/18/2026

State: Virginia

Construction Types: Highway

Counties: Virginia Counties of Roanoke, Salem* and Roanoke*

* 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

SUVA2016-073 07/02/2018

Rates Fringes

TRUCK DRIVER: MULTI AXLE...........................$ 17.53 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..................$ 15.95 0.00

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

TRAFFIC CONTROL: FLAGGER..........................$ 11.84 0.00

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

OPERATOR: ASPHALT SPREADER AND DISTRIBUTOR..........$ 16.44 0.00

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

OPERATOR: ROLLER (FINISHING).......................$ 14.31 0.00

OPERATOR: ROLLER...................................$ 14.81 0.00

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

OPERATOR: PAVER (ASPHALT, AGGREGATE, AND

CONCRETE)...........................................$ 16.85 0.00

OPERATOR: PAVEMENT PLANER..........................$ 17.01 0.00

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

OPERATOR: MECHANIC.................................$ 20.00 0.00

OPERATOR: LOADER...................................$ 15.86 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...............$ 17.29 0.34

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

LABORER: PIPELAYER.................................$ 13.14 0.00

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

LABORER: COMMON OR GENERAL.........................$ 14.34 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.