851718vadotB24_119472.pdf

ORDER NO.: B24

CONTRACT ID. NO.: C0000119472C01

Form C-6a

Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 149

FHWA NUMBER: STP-5128(579)

PROJECT NUMBER: 0149-149-257, C501

COUNTY: ROANOKE

DISTRICT: SALEM

DESCRIPTION: SMART SCALE - BIKE AND PEDESTRIAN IMPROVEMENTS

FROM:

TO:

0.061 MI. W. 4TH STREET

0.242 MI. E. 4TH STREET

DATE BID SUBMITTED: 10:00 AM WEDNESDAY, NOVEMBER 18, 2026

Form C-118

Rev. 8-10-2026

COMMONWEALTH OF VIRGINIA

NOTICE TO BIDDERS

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

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

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

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

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

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

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

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

Form C-24

Rev. 7-6-05

PROPOSAL GUARANTY

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

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

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

SIGNED, sealed and dated this Day of , 20

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

PROJECT NUMBER: 0149-149-257, C501

NOW, THEREFORE, the condition of the above obligee is such, that if the aforesaid principal shall be awarded the contract upon said proposal and shall within the time specified in the Specifications after the notice of such award enter into a contract and give bond for the faithful performance of the contract, then this obligation shall be null and void; otherwise to remain in full force and effect and the principal and surety will pay unto the obligee the difference in money between the amount of the bid of the said principal and the amount for which the obligee may legally contract with another party to perform the said work if the latter amount be in excess of the former; but in no event shall the liability exceed the penal sum hereof.

(Principal*) (Surety Company)

By: By:

(Officer, Partner or Owner) (Seal) (Attorney-in-Fact**) (Seal)

(Principal*) (Address)

(Officer, Partner or Owner) (Seal) (Surety Company)

(Principal*) (Attorney-in-Fact**) (Seal)

(Officer, Partner or Owner) (Seal) (Address)

*Note: If the principal is a joint venture, each party thereof must be named and execution made by same hereon. If there is more than one surety to the bid bond, each surety must be named and execution shall be made by same hereon.

Electronic Bid Only: In lieu of completing the above section of the Contract Performance Bond, the Principal shall file an Electronic Bid Bond when bidding electronically. By signing below the Principal is ensuring the identified electronic bid bond has been executed and the Principal and Surety are firmly bound unto the Commonwealth of Virginia under the same conditions of the bid bond as shown above.

Electronic Bid Bond ID# Company/Bidder Name Signature and Title

**Attach copy of Power of Attorney

Form C-48 Rev. 10-03-25

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION,

AND VENDOR SURVEY FORM (ALL VENDORS)

PROJECT NO. 0149-149-257, C501 CONTRACT I.D. NO. C0000119472C01

FHWA NO. STP-5128(579) DATE SUBMITTED

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

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

Vendor Signature:

Vendor ID No. Title:

Vendor’s Address: ____________________________________

City: __________________

State: __________________ Zip Code: _________

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION (ALL)

VENDOR

NUMBER

NAME OF SUBCONTRACTOR/SUPPLIER TELEPHONE

NUMBER

UTILIZED

(Y/N)

NOTE: ATTACH ADDITIONAL PAGES, IF NECESSARY.

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

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

REQUESTED IN THIS FORM.

Form C-48 Rev. 10-03-25

VENDOR SURVEY

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

VENDOR SURVEY FOR THEMSELVES AND A VENDOR SURVEY FOR EACH SUBCONTRACTOR

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

VENDOR’S FULL LEGAL NAME: ________________________________________

VENDOR ID NO.: __________________

ADDRESS: ____________________________________

CITY: ____________________________________

STATE: _______________ ZIP CODE: _________

VENDOR’S YEARS IN BUSINESS: _____________

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

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

KNOWLEDGE.

Printed Full Legal Name of Person Signing for Vendor

Signature: ____________________________________________

Form C-7

Rev. 2-2-24

SHEET 1

TERMS OF THE PROPOSAL\CONTRACT

SUBMITTED: 10:00 AM WEDNESDAY, NOVEMBER 18, 2026

PROJECT NUMBER: 0149-149-257, C501

ROUTE NUMBER: 149

FHWA NUMBER: STP-5128(579)

DESCRIPTION: SMART SCALE - BIKE AND PEDESTRIAN IMPROVEMENTS

FROM:

TO:

0.061 MI. W. 4TH STREET

0.242 MI. E. 4TH STREET

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 12, 2028

BID TOTAL $

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

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

Street Address City State Zip Code Vendor#/Fin#

Print Name Signature Title

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

Contract Execution Date By

CHIEF ENGINEER

VIRGINIA DEPARTMENT OF TRANSPORTATION

Virginia Department of Transportation 09/29/2026Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000119472C01 0149-149-257, C501

Order No.: B24

Oversight/State Project No.:

Federal Project No.: STP-5128(579)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0010 108SP20-0001

BASELINE PROGRESS

SCHEDULE

LUMP SUM _________._____LUMP SUM

ATTD

0020 108SP20-0002

PROGRESS SCHEDULE

UPDATES

EA

20.000

ATTD

0030 301SD20-0001

CLEARING AND GRUBBING LUMP SUM _________._____LUMP SUM

0040 302SD20-0014

6" PIPE 6" PVC LF

180.000

0050 302SD20-0025

15" CONC. PIPE LF

649.000

0060 302SD20-0039

24" CONC. PIPE LF

340.000

0070 302SD20-0049

30" CONC. PIPE LF

44.000

0080 302SD20-0199

15" END SECTION ES-1 EA

3.000

0090 302SD20-0237

DROP INLET DI-1 EA

2.000

0100 302SD20-0239

DROP INLET DI-2A EA

4.000

0110 302SD20-0309

DROP INLET DI-3A EA

1.000

0120 302SD20-0314

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

8.000

0130 302SD20-0315

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

1.000

0140 302SD20-0662

MANHOLE MH-1 OR 2 LF

7.000

Schedule of Items Page: 3

Proposal ID: C0000119472C01 0149-149-257, C501

Order No.: B24

Oversight/State Project No.:

Federal Project No.: STP-5128(579)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0150 302SD20-0663

FRAME & COVER MH-1 EA

2.000

0160 303SD20-0001

REGULAR EXCAVATION CY

453.000

0170 303SD20-0028

DEWATERING BASIN EC-8 EA

2.000

0180 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

334.000

0190 303SD20-0030

INLET PROTECTION TYPE A EA

5.000

0200 303SD20-0031

INLET PROTECTION TYPE B EA

19.000

0210 303SD20-0033

TEMP. SILT FENCE TYPE B LF

531.000

0220 303SD20-0034

TEMP. SILT FENCE TYPE A LF

398.000

0230 305SD20-0001

BORROW EXCAVATION CY

520.000

0240 308SD20-0012

AGGR. BASE MATL. TY. I NO.

21B

TON

1,189.000

0250 308SX20-0003

CRUSHER RUN AGGR. NO. 25

OR 26

TON

113.000

ATTD

0260 315SD20-0008

ASPHALT CONCRETE TY. SM-

9.5D CONST

TON

808.000

0270 315SD20-0010

ASPHALT CONCRETE BM-25.0 TON

541.000

Schedule of Items Page: 4

Proposal ID: C0000119472C01 0149-149-257, C501

Order No.: B24

Oversight/State Project No.:

Federal Project No.: STP-5128(579)

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 315SD20-0104

SAW-CUT ASPHALT

CONCRETE FULL DEPTH

LF

2,926.000

0290 414SD20-0003

EROSION CTRL. STONE CL. I,

EC-1

TON

10.300

0300 502SD20-0011

CURB, STD. CG-2 LF

372.000

0310 502SD20-0012

CURB, RADIAL CG-2 LF

9.000

0320 502SD20-0014

CURB, STD. CG-3 LF

515.000

0330 502SD20-0022

COMB. CURB & GUTTER,

STD. CG-6

LF

1,438.000

0340 502SD20-0023

COMB. CURB & GUTTER,

RAD. CG-6

LF

206.000

0350 502SD20-0029

ENTRANCE GUTTER CG-9D SY

32.000

0360 502SD20-0031

ENTRANCE GUTTER CG-13 SY

343.000

0370 502SX20-0010

SAW CUT H.C.C. ITEMS

SIDEWALK

LF

156.000

0380 504SD20-0002

CG-12 DETECTABLE

WARNING SURFACE

SY

45.000

0390 504SD20-0003

HYDR. CEMENT CONC.

SIDEWALK 4"

SY

1,215.000

0400 504SD20-0004

HYDR. CEMENT CONC.

SIDEWALK 7"

SY

56.000

Schedule of Items Page: 5

Proposal ID: C0000119472C01 0149-149-257, C501

Order No.: B24

Oversight/State Project No.:

Federal Project No.: STP-5128(579)

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 504SD20-0014

HANDRAIL HR-1 TYPE II LF

5.000

0420 507SD20-0027

HIGH VISIBILITY FENCE, 4

FEET

LF

525.000

0430 508SD20-0001

OBSCURING ROADWAY UNIT

8.600

0440 508SD20-0004

DEMO. OF PAVEMENT

FLEXIBLE

SY

1,691.000

0450 510SD20-0038

ADJUST EXIST. VALVE & BOX EA

3.000

0460 510SD20-0046

ADJUST EXIST. WATER

METER & BOX

EA

4.000

0470 510SD20-0050

ADJUST EXIST FRAME &

COVER

EA

2.000

0480 510SX20-0001

REMOVE SIDEWALK AND

ENTRANCE

SY

215.000

ATTD

0490 510SX20-0046

ADJUST EXIST. ADJUST

EXISTING SANITARY SEWER

CLEAN OUT

EA

1.000

0500 511SD20-0001

ALLAYING DUST HR

45.000

0510 512SD20-0012

TYPE 3 BARRICADE 4' EA

3.000

0520 512SD20-0014

TEMPORARY SIGN SF

497.000

0530 512SD20-0018

PEDESTRIAN BARRICADE

DEVICE

LF

96.000

Schedule of Items Page: 6

Proposal ID: C0000119472C01 0149-149-257, C501

Order No.: B24

Oversight/State Project No.:

Federal Project No.: STP-5128(579)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0540 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

29,348.000

0550 512SD20-0027

FLAGGER SERVICE HR

280.000

0560 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

1,567.000

0570 512SD20-0044

TEMP. PAVE. MARKER 1 WAY EA

35.000

0580 512SD20-0045

TEMP. PAVE. MARKER 2 WAY EA

35.000

0590 512SD20-0061

TEMP. PVMT MRKG TY. D, CL.

III, 4"

LF

3,396.000

0600 512SD20-0062

TEMP. PVMT MRKG TY. D, CL.

III, 6"

LF

2,532.000

0610 512SD20-0063

TEMP. PVMT MRKG TY. D, CL.

III, 8"

LF

1,022.000

0620 512SX20-0030

WORK AREA TEMPORARY

AUDIBLE INFORMATION

DEVICE

DAY

1,830.000

ATTD

0630 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

0640 514SD20-0002

FIELD OFFICE TY.II MO

21.000

0650 515SD20-0004

FLEXIBLE PAVE.PLANING 0"-

2"

SY

5,587.000

Schedule of Items Page: 7

Proposal ID: C0000119472C01 0149-149-257, C501

Order No.: B24

Oversight/State Project No.:

Federal Project No.: STP-5128(579)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0660 517SD20-0001

CONSTRUCTION SURVEYING

CONSTR.

LUMP SUM _________._____LUMP SUM

0670 520SD20-0003

1" WATER SERVICE LINE LF

636.000

0680 520SD20-0006

2" WATER SERVICE LINE LF

64.000

0690 520SD20-0016

8" DI WATER MAIN LF

243.000

0700 520SD20-0074

8" OFFSET EXIST. PIPE LF

114.000

0710 520SD20-0167

5/8" WATER METER BOX &

YOKE

EA

6.000

0720 520SD20-0168

1" WATER METER BOX &

YOKE

EA

1.000

0730 520SX20-0002

WATER FACILITIES 8" GATE

VALVE AND MANHOLE

EA

1.000

0740 602SD20-0006

TOPSOIL CLASS B 3'' CY

81.000

0750 603SD20-0002

TEMPORARY SEED LB

41.000

0760 603SD20-0003

REGULAR SEED LB

54.000

0770 603SD20-0004

OVERSEEDING LB

43.000

0780 603SD20-0005

LEGUME SEED LB

3.000

0790 603SD20-0006

LEGUME OVERSEEDING LB

2.000

Schedule of Items Page: 8

Proposal ID: C0000119472C01 0149-149-257, C501

Order No.: B24

Oversight/State Project No.:

Federal Project No.: STP-5128(579)

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.

0800 603SD20-0008

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 2

SY

1,210.000

0810 603SD20-0009

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 3

SY

1,984.000

0820 603SD20-0014

FERTILIZER NITROGEN - N LB

24.000

0830 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

18.000

0840 603SD20-0016

FERTILIZER POTASSIUM - K LB

18.000

0850 603SD20-0017

LIME TON

1.520

0860 700SD20-0003

REMOVE EXISTING 1 POST

SIGN STRUCTURE

EA

3.000

0870 700SD20-0007

REMOVE EXISTING 1 POST

SIGN PANEL

EA

1.000

0880 700SD20-0034

SIGN POST STP-1, 2", 14

GAUGE

LF

69.000

0890 700SD20-0036

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

GAUGE

LF

135.000

0900 700SD20-0038

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

7.000

0910 700SD20-0039

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

13.000

0920 700SD20-0149

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

16.000

Schedule of Items Page: 9

Proposal ID: C0000119472C01 0149-149-257, C501

Order No.: B24

Oversight/State Project No.:

Federal Project No.: STP-5128(579)

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.

0930 700SD20-0178

JUNCTION BOX JB-S2 EA

16.000

0940 700SD20-0194

CONDUIT PVC 2" LF

1,620.000

0950 700SD20-0197

TRENCH EXCAVATION ECI-1 LF

1,620.000

0960 701SD20-0001

SIGN PANEL SF

115.000

0970 704SD20-0006

TYPE B CLASS I PVMT LINE

MRKG 4"

LF

2,843.000

0980 704SD20-0007

TYPE B CLASS I PVMT LINE

MRKG 6"

LF

3,296.000

0990 704SD20-0015

TYPE B CLASS II PVMT LINE

MRKG 24"

LF

372.000

1000 704SX20-0002

PAVEMENT MARKING

PAVEMENT SYMBOL

MARKING (BIKE 40" X 72") TY

B CL II

EA

9.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000119472C01

B24

Contract ID:

Order No.:

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

FORM C-21B

Rev 12-21-05

0001 REGULAR BID ITEMSSECTION:

ltem Description Fuel Factor gal/unit Option Item

Number

_______REGULAR EXCAVATION 0.290303SD20-0001

_______SILTATION CONTROL EXCAVATION 0.290303SD20-0029

_______BORROW EXCAVATION 0.290305SD20-0001

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

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

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

_______ASPHALT CONCRETE BM-25.0 3.500315SD20-0010

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

_______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

C0000119472C01

B24

Contract ID:

Order No.:

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

Rev 12-21-08

FORM C-21C

0001 REGULAR BID ITEMSSECTION:

ltem Description Option Item

Number

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

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

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000119472C01

B24

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

ASPHALT CONCRETE TY. SM-9.5D CONST315SD20-0008

ASPHALT CONCRETE BM-25.0315SD20-0010

Determination of Major Items

1C0000119472C01Contract ID:

ltem Description Item

Number

ASPHALT CONCRETE TY. SM-9.5D CONST315SD20-0008

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

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

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

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

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

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

CN211-000100-00 POLISHING AGGREGATE IN ASPHALT CONC. R-7-12-16 (SPCN) 3

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

CQ107-000130-00 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) 6

SECTION 108.02—LIMITATION OF OPERATIONS 7-7-26 (SPCN) 7

CRUSHER RUN AGGREGATE NO. 25 OR 26 7-10-26 (SPCN) 7

TEMPORARY AUDIBLE INFORMATION DEVICE 7-30-26 (SPCN) 8

STORM SEWER OUTFALLS 9-18-26 (SPCN) 8

SP0F0-000100-00 PREDETERMINED MIN. WAGE RATES R-7-12-16 9

SP0F0-000130-03 FHWA 1273—CONTRACT PROVISIONS, FED-AID 7-9-26 15

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 37

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 43

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 44

SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1/21/20 45

SP107-001510-06 INTERIM DBE REQUIREMENTS 1-26-26 47

SP107-003100-01 MADE IN THE USA REQUIREMENTS 10-1-26 51

SP108-000110-01 PROG. SCHED. FOR CAT. II PROJECTS 3-21-22 58

SP109-000100-05 ASPHALT MATERIAL PRICE ADJUSTMENT 7-8-24 76

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 78

SP109-000120-01 PRICE ADJUSTMENT FOR STEEL 7-2-19 80

SP109-000130-01 ELECTRONIC OR PRINTED WEIGH TICKETS 3-10-25 85

SP700-000180-03 MODIFICATIONS TO AASHTO’S SIGN STRUCT. SPEC. 9-29-20 91

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 96

SQ105-000611-02 SEC 105.06 — SUBCONTRACTING (FED FUNDED PROJECTS) 9-1-26 98

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 99

SS109-002020-01 SEC 109 — MEASUREMENT AND PAYMENT 5-1-23 103

SS211-002020-03 SEC 211 – ASPHALT CONCRETE 3-18-24 106

SS220-002020-01 SEC 220 – CONCRETE CURING MATERIALS 8-28-20 111

SS223-002020-02 SEC 223 – STEEL REINFORCEMENT 4-4-23 112

SS234-002020-01 SEC 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 113

SS235-002020-01 SEC 235 – RETROREFLECTORS 5-6-22 114

SS236-002020-01 SEC 236 – WOOD PRODUCTS 5-14-21 115

SS246-002020-02 SEC 246 – PAVEMENT MARKING 5-6-22 119

SS248-002020-02 SEC 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 126

SS305-002020-02 SEC 305 – SUBGRADE AND SHOULDERS 12-20-23 128

SS308-002020-01 SEC 308 - SUBBASE COURSE 7-13-21 130

SS309-002020-01 SEC 309 - AGGREGATE BASE COURSE 7-13-21 131

SS315-002020-05 SEC 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 132

SS317-002020-01 SEC 317— STONE MATRIX ASPHALT CONCRETE PLACEMENT 6-21-24 151

SS318-002020-01 SEC 318 — PAVEMENT INTERLAYERS 8-2-23 153

SS319-002020-02 SEC 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 154

SS321-002020-02 SEC 321 – TRENCH WIDENING 5-4-23 158

SS407-002020-02 SEC 407 – STEEL & METAL STRUCT 11-01-22 160

SS411-002020-01 SEC 411 – PROT. COAT. OF METAL 11-01-22 162

SS512-002020-03 SEC 512 – MAINTAINING TRAFFIC 7-1-22 163

TABLE OF CONTENTS FOR PROVISIONS

SS704-002020-02 SEC 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 176

REMOVAL OF SIDEWALK & ENTRANCE 12-17-15 182

TREE REMOVAL TIME OF YEAR RESTRICTION FOR BAT HABITAT 4-14-25 183

PERMIT 184

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

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

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

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

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

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

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

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

103.02 – Award of Contract

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

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

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

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

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

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

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

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

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

The following constitutes a valid flagger certification card:

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

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

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

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

(two years after date of issuance).

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

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

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

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

• At least one special character

• At least one alphabetical character

• At least one numerical character

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

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

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

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

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

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

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

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

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

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

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

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

Department’s OT Cybersecurity Program Manual.

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.

CQ107-000130-00 July 3, 2019 (SPCN)

DRUG-FREE WORKPLACE – The Contractor shall:

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

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

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

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

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

CQ107-000150-00 May 11, 2022 (SPCN)

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.

CQ512-000321-00 June 13, 2017 (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.

UPC: 119472 July 7, 2026 (SPCN)

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

• 2nd Street (connection with 24 WB and EB), 3rd Street (connection with 24 WB), 4th Street, Cedar Avenue, Jefferson Avenue, Pollard Street (connection with 24 EB), and the entrance at Station 11+25: Full closures will not be allowed, except for one continuous 7-day period for each connection. 2nd and 3rd Street shall not be closed simultaneously.

NO WORK OR LANE/SHOULDER CLOSURES ALLOWED FOR THE FOLLOWING EVENTS

• DOGWOOD FESTIVAL 4TH weekend of April: From 12pm on Friday preceding the 4th weekend of April until 7am Monday following the 4th weekend of April.

• FALL FESTIVAL 2ND Week of October: From 12pm on Friday preceding the 2nd week of October until 7am Monday following the 2nd week of October.

• CHRISTMAS PARADE 1ST Thursday of December: From 6pm on Wednesday preceding the 1st Thursday of December until 7am Friday following the 1st Thursday of December.

• BOYS AND GIRLS CLUB, FOUR ON THE 4TH RACE: From 12 pm on July 3 or day preceding the race until 7am July 5.

• DOWNTOWN HALLOWEEN/TRICK OR TREAT: From 12 pm on the day preceding event until 7am the following day.

• MINGLE AT THE MARKET 2nd and 4th Saturday June to September: From 12 pm on the day preceding event until 7am the following day.

LANE CLOSURES ARE NOT ALLOWED DURING THE FOLLOWING TIMES

Route Monday Tuesday Wednesday Thursday Friday

Route

7am-8am 4pm-6pm

7am-8am 4pm-6pm

7am-8am 4pm-6pm

7am-8am 4pm-6pm

7am-8am 4pm-6pm

* Lane and shoulder closure operations are as noted on Plans or as directed by the Engineer.

UPC: 119472 July 10, 2026 (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.

Payment will be made under:

Pay Item Pay Unit

Crusher run aggregate No. 25 or 26 Ton

UPC: 119472 July 30, 2026 (SPCN)

TEMPORARY AUDIBLE INFORMATION DEVICE—This work shall consist of installing Temporary Audible Information Devices (TAIDs), in accordance with the Virginia Work Area Protection Manual (Version 11.0), at locations as shown on the Plans or as directed by the Engineer.

Temporary audible information device will be measured in days and will be paid for at the Contract day price. This price shall include all labor, materials, and equipment necessary for installing a Temporary Audible Information Device (TAID) and removing when no longer required.

Payment will be made under:

Pay Item Pay Unit

Temporary audible information device Day

UPC: 119472 September 18, 2026 (SPCN)

STORM SEWER OUTFALLS—The cost of constructing storm sewer outfalls under dry conditions shall be included in the Contract unit price for other appropriate items of work.

SP0F0-000100-00 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,

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. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts.

Note: Executive Order 13658 generally applies to contracts subject to the Davis-Bacon Act that were awarded on or between January 1, 2015 and January 29, 2022, and that have not been renewed or extended on or after January 30, 2022. Executive Order 13658 does not apply to contracts subject only to the Davis-Bacon Related Acts regardless of when they were awarded. If a contract is subject to

Executive Order 13658, the contractor must pay all covered workers at least $13.65 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract from May 11, 2026, through December 31, 2026. The applicable

Executive Order minimum wage rate will be adjusted annually.

Additional information on contractor requirements and worker protections under Executive Order 13658 is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses

(29CFR 5.5 (a) (1) (iii)).

The body of each wage determination lists the classifications and wage rates that have been found to be prevailing for the type(s) of construction and geographic area covered by the wage determination. The classifications are listed in alphabetical order under rate identifiers indicating whether the particular rate is a union rate (current union negotiated rate), a survey rate, a weighted union average rate, a state adopted rate, or a supplemental classification rate.

Union Rate Identifiers

A four-letter identifier beginning with characters other than

�SU�, �UAVG�, �SA�, or �SC� denotes that a union rate was prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2024. PLUM is an identifier of the union whose collectively bargained rate prevailed in the survey for this classification, which in this example would be Plumbers.

0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2024 in the example, is the effective date of the most current negotiated rate.

Union prevailing wage rates are updated to reflect all changes over time that are reported to WHD in the rates in the collective bargaining agreement (CBA) governing the classification.

Union Average Rate Identifiers

The UAVG identifier indicates that no single rate prevailed for those classifications, but that 100% of the data reported for the classifications reflected union rates. EXAMPLE:

UAVG-OH-0010 01/01/2024. UAVG indicates that the rate is a weighted union average rate. OH indicates the State of Ohio.

The next number, 0010 in the example, is an internal number used in producing the wage determination. The date, 01/01/2024 in the example, indicates the date the wage determination was updated to reflect the most current union average rate.

A UAVG rate will be updated once a year, usually in January, to reflect a weighted average of the current rates in the collective bargaining agreements on which the rate is based.

Survey Rate Identifiers

The �SU� identifier indicates that either a single non-union rate prevailed (as defined in 29 CFR 1.2) for this classification in the survey or that the rate was derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As a weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SUFL2022-007

6/27/2024. SU indicates the rate is a single non-union prevailing rate or a weighted average of survey data for that classification. FL indicates the State of Florida.