K84_111391.pdf

www.VirginiaDOT.org

WE KEEP VIRGINIA MOVING

DEPARTMENT OF TRANSPORTATION

1401 EAST BROAD STREET

RICHMOND, VIRGINIA 23219-2000

Stephen C. Brich, P.E.

Commissioner

April 3, 2024

Order No.: K84

Project: 0003-057-593, B607

FHWA: NHPP-0576(040)

District: FREDERICKSBURG

County: GLOUCESTER, MATHEWS

Route: 3

Bids: APRIL 24, 2024

To Holders of Bid Proposals:

Please make the following changes in your copy of the bid proposal for the captioned project:

• Replace Table of Contents and Proposal Pages (130-245) as Elastic Inclusion Special

Provision (SQ404-000100-00) has been added and page numbering has been changed.

Sincerely, David B. Coaker, P. E.

State Contract Engineer

Construction Division

Enclosures

ORDER NO.: K84

CONTRACT ID. NO.: C000111391B07B

Form C-6a

Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 3

FHWA NUMBER: NHPP-0576(040)

PROJECT NUMBER: 0003-057-593, B607

COUNTY: GLOUCESTER, MATHEWS

DISTRICT: FREDERICKSBURG

DESCRIPTION: SGR - BRIDGE REPLACEMENT

FROM: 0.189 MI. W. BURKE MILL STREAM

TO: 0.145 MI. E. BURKE MILL STREAM

DATE BID SUBMITTED: 10:00 A.M. WEDNESDAY, APRIL 24, 2024

Form C-118 Rev. 7-6-05

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 (www.bidx.com\main\index.html) at the times designated in the Notice of Advertisement for Bids. For information see (http://cabb.virginiadot.org/cabb/)

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.

http://www.bidx.com/main/index.html http://cabb.virginiadot.org/cabb/

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: 0003-057-593, B607

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. 2-23-11

COMMONWEALTH OF VIRGINIA

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION FORM (ALL BIDDERS)

PROJECT NO.: 0003-057-593, B607 CONTRACT ID. NO.: C000111391B07B

FHWA NO: NHPP-0576(040) DATE SUBMITTED____________________

All bidders, including DBEs bidding as Prime Contractors, shall complete and submit the following information as requested in this form within ten (10) business days after the opening of bids.

The bidder 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 bidder also certifies he/she has had direct contact with the named firms regarding participation on this project.

BIDDER_________________________________SIGNATURE________________________________

TITLE_____________________________________________________________________________

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION (ALL)

VENDOR

NUMBER

NAME OF SUBCONTRACTOR/SUPPLIER

TELEPHONE NUMBER

DBE OR

NON-DBE

UTILIZED

(Y/N)

NOTE: ATTACH ADDITIONAL PAGES, IF NECESSARY.

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

Form C-7 Rev. 1-19-12

SHEET 1

TERMS OF THE PROPOSAL\CONTRACT

SUBMITTED: 10:00 A.M. WEDNESDAY, APRIL 24, 2024

PROJECT NUMBER: 0003-057-593, B607

ROUTE NUMBER: 3

FHWA NUMBER: NHPP-0576(040)

DESCRIPTION: SGR - BRIDGE REPLACEMENT

FROM: 0.189 MI. W. BURKE MILL STREAM

TO: 0.145 MI. E. BURKE MILL STREAM

DISTRICT: Fredericksburg COUNTY: GLOUCESTER, MATHEWS

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: NOVEMBER 3, 2025

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 03/20/2024Date Printed:

Schedule of Items Page: 2

Proposal ID: C000111391B07B 0003-057-593, B607

Order No.: K84

Oversight/State Project No.:

Federal Project No.: NHPP-0576(040)

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

15.000

ATTD

0030 301SD20-0001

CLEARING AND GRUBBING LUMP SUM _________._____LUMP SUM

0040 302SD20-0028

18" PIPE LF

744.000

0050 302SD20-0200

18" END SECTION ES-1 OR 2 EA

3.000

0060 303SD20-0001

REGULAR EXCAVATION CY

2,771.000

0070 303SD20-0019

EROSION CONTROL MULCH SY

700.000

0080 303SD20-0022

CHECK DAM ROCK TY. I EA

10.000

0090 303SD20-0028

DEWATERING BASIN EC-8 EA

2.000

0100 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

521.000

0110 303SD20-0034

TEMP. SILT FENCE TYPE A LF

3,052.000

0120 303SX20-0006

BORROW EXCAVATION MIN

CBR 10

CY

1,119.000

0130 308SD20-0012

AGGR. BASE MATL. TY. I NO.

21B

TON

2,496.000

Schedule of Items Page: 3

Proposal ID: C000111391B07B 0003-057-593, B607

Order No.: K84

Oversight/State Project No.:

Federal Project No.: NHPP-0576(040)

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 315SD20-0001

ASPHALT CONCRETE TY. SM-

12.5A CONST

TON

1,398.000

0150 315SD20-0004

ASPHALT CONCRETE TY. IM-

19.0A CONST

TON

201.000

0160 315SD20-0010

ASPHALT CONCRETE TY. BM-

25.0A CONST

TON

128.000

0170 315SD20-0018

ASPH.CONC.CURB BACKUP

MATL. CONST

TON

4.000

0180 315SX20-0011

SAW-CUT ASPH CONC FULL

DEPTH

LF

1,146.000

0190 401SD20-0002

SELECT BACKFILL

ABUTMENT ZONE

TON

272.000

0200 401SD20-0004

GEOCOMPOSITE WALL

DRAIN

SY

12.000

0210 401SD20-0007

COFFERDAM EA

2.000

0220 401SD20-0008

PIPE UNDERDRAIN 6" MAINT. LF

80.000

0230 401SD20-0009

STRUCTURE EXCAVATION

MAINT.

CY

139.000

0240 404SD20-0018

CONC. CL. A4 MOD. LTWT

LOW SHRINK., SPR. STRUCT.

MAINT.

CY

106.500

0250 404SD20-0019

COVER DEPTH SURVEY

MAINT.

SY

359.000

Schedule of Items Page: 4

Proposal ID: C000111391B07B 0003-057-593, B607

Order No.: K84

Oversight/State Project No.:

Federal Project No.: NHPP-0576(040)

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.

0260 404SD20-0020

BRIDGE DECK GROOVING

MAINT.

SY

336.000

0270 404SD20-0021

CONCRETE CLASS A3

SUBSTRUCT. MAINT.

CY

32.800

0280 405SD20-0029

PREST. CONCRETE BEAM ,

BULB-T 29" DEPTH 30'-40'

EA

12.000

0290 406SD20-0011

CR REINF. STEEL CL. I SPR.

STRUCT. MAINT.

LB

22,230.000

0300 406SD20-0016

CR REINF. STEEL CL. I

SUBSTRUCT. MAINT.

LB

3,930.000

0310 410SD20-0011

RAILING CPSR 2 RAIL CONST. LF

211.000

0320 412SD20-0013

CRACK REPAIR TYPE B LF

190.000

0330 412SD20-0061

CONCRETE SUBSTRUCT.

SURFACE REPAIR

SY

6.000

0340 413SX20-0002

DISM.& REM. EX. STR. NO.

LUMP SUM _________._____LUMP SUM

0350 414SD20-0001

EROSION CTRL. STONE CL.

A1, EC-1

TON

11.000

0360 414SD20-0012

DRY RIPRAP CL.I 26" TON

606.000

0370 430SX20-0001

NBIS ACCESS, UNDER

BRIDGE (STR. NO. 1956)

DAY

2.000

Schedule of Items Page: 5

Proposal ID: C000111391B07B 0003-057-593, B607

Order No.: K84

Oversight/State Project No.:

Federal Project No.: NHPP-0576(040)

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.

0380 432SD20-0001

ELASTIC INCLUSION CY

8.400

ATTD

0390 502SD20-0014

CURB, STD. CG-3 LF

109.000

0400 505SD20-0009

REMOVE EX. GUARDRAIL

TERMINAL

EA

8.000

0410 505SD20-0011

GUARDRAIL GR-MGS1 LF

831.000

0420 505SD20-0012

GUARDRAIL GR-MGS1A LF

50.000

0430 505SD20-0013

GUARDRAIL GR-MGS1, 9'

POST

LF

631.000

0440 505SD20-0017

GUARDRAIL TERMINAL GR-

MGS2

EA

4.000

0450 505SD20-0018

GUARDRAIL END

ANCHORAGE GR-MGS3

EA

4.000

0460 505SD20-0055

FIXED OBJECT ATTACH. GR-

FOA-5

EA

4.000

0470 505SD20-0073

REMOVE EXISTING

GUARDRAIL

LF

1,755.000

0480 505SX20-0001

HAND DIG GUARDRAIL POST

HOLE

EA

60.000

ATTD

0490 508SD20-0004

DEMO. OF PAVEMENT

FLEXIBLE

SY

1,438.000

Schedule of Items Page: 6

Proposal ID: C000111391B07B 0003-057-593, B607

Order No.: K84

Oversight/State Project No.:

Federal Project No.: NHPP-0576(040)

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.

0500 510SD20-0044

ADJUST EXIST. AIR RELEASE

VALVE BOX

EA

2.000

0510 510SD20-0049

ADJUST EXISTING VALVE

BOX-FORCE MAIN

EA

6.000

0520 510SX20-0034

ADJUST EXIST. MANHOLE

FORCE MAIN

EA

2.000

0530 511SD20-0001

ALLAYING DUST HR

1,300.000

0540 512SD20-0003

TRAFFIC BARRIER SERVICE

MB-11A

LF

1,054.000

0550 512SD20-0007

IMPACT ATTEN.SER. TY. 1 TL-

3, >=40 MPH

EA

2.000

0560 512SD20-0013

TYPE 3 BARRICADE 8' EA

6.000

0570 512SD20-0014

TEMPORARY SIGN SF

1,750.000

0580 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

3,000.000

0590 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

33,000.000

0600 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

8,064.000

0610 512SD20-0026

ELECTRONIC ARROW BOARD HR

9,000.000

0620 512SD20-0027

FLAGGER SERVICE HR

480.000

Schedule of Items Page: 7

Proposal ID: C000111391B07B 0003-057-593, B607

Order No.: K84

Oversight/State Project No.:

Federal Project No.: NHPP-0576(040)

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.

0630 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

9,900.000

0640 512SD20-0043

ERADICATE NONLINEAR

PVMT MRKG

SF

450.000

0650 512SD20-0044

TEMP. PAVE. MARKER 1 WAY EA

250.000

0660 512SD20-0048

TEMP. PVMT MRKG TY. A, 8" LF

1,500.000

0670 512SD20-0061

TEMP. PVMT MRKG TY. D, CL.

III, 4"

LF

8,500.000

0680 512SD20-0063

TEMP. PVMT MRKG TY. D, CL.

III, 8"

LF

2,750.000

0690 512SD20-0065

TEMP. PVMT MRKG TY. D, CL.

III, 24"

LF

35.000

0700 512SD20-0067

TRAFFIC BARRIER SERVICE

TCB-1

LF

516.000

0710 512SP20-0001

PORTABLE TEMPORARY

RUMBLE STRIP ARRAY

DAY

60.000

ATTD

0720 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

0730 514SD20-0002

FIELD OFFICE TY.II MO

15.000

0740 515SD20-0004

FLEXIBLE PAVE.PLANING 0"-

2"

SY

11,017.000

Schedule of Items Page: 8

Proposal ID: C000111391B07B 0003-057-593, B607

Order No.: K84

Oversight/State Project No.:

Federal Project No.: NHPP-0576(040)

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.

0750 517SD20-0002

CONSTRUCTION SURVEYING

MIN. PLAN

LUMP SUM _________._____LUMP SUM

0760 602SD20-0003

TOPSOIL CLASS B 2" ACRE

1.500

0770 603SD20-0002

TEMPORARY SEED LB

150.000

0780 603SD20-0003

REGULAR SEED LB

225.000

0790 603SD20-0004

OVERSEEDING LB

180.000

0800 603SD20-0008

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 2

SY

6,958.000

0810 603SD20-0009

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 3

SY

9,438.000

0820 603SD20-0014

FERTILIZER NITROGEN - N LB

229.000

0830 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

105.000

0840 603SD20-0016

FERTILIZER POTASSIUM - K LB

105.000

0850 603SD20-0017

LIME TON

8.300

0860 605SX20-0017

SEED MIXTURE WETLAND

SEED MIX

LB

5.000

ATTD

0870 606SD20-0001

ROLLED EROSION CTRL

PRODUCT EC-2 TYPE 1

SY

1,348.000

Schedule of Items Page: 9

Proposal ID: C000111391B07B 0003-057-593, B607

Order No.: K84

Oversight/State Project No.:

Federal Project No.: NHPP-0576(040)

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.

0880 606SD20-0002

ROLLED EROSION CTRL

PRODUCT EC-2 TYPE 2

SY

1,900.000

0890 700SD20-0003

REMOVE EXISTING 1 POST

SIGN STRUCTURE

EA

13.000

0900 700SD20-0007

REMOVE EXISTING 1 POST

SIGN PANEL

EA

1.000

0910 700SD20-0034

SIGN POST STP-1, 2", 14

GAUGE

LF

42.000

0920 700SD20-0035

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

GAUGE

LF

18.000

0930 700SD20-0036

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

GAUGE

LF

131.000

0940 700SD20-0037

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

GAUGE

LF

17.000

0950 700SD20-0038

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

4.000

0960 700SD20-0039

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

8.000

0970 701SD20-0001

SIGN PANEL SF

208.000

0980 702SD20-0002

FLEXIBLE POST DELINEATOR EA

21.000

0990 704SD20-0006

TYPE B CLASS I PVMT LINE

MRKG 4"

LF

8,680.000

Schedule of Items Page: 10

Proposal ID: C000111391B07B 0003-057-593, B607

Order No.: K84

Oversight/State Project No.:

Federal Project No.: NHPP-0576(040)

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.

1000 704SD20-0008

TYPE B CLASS I PVMT LINE

MRKG 8"

LF

1,585.000

1010 704SD20-0010

TYPE B CLASS I PVMT LINE

MRKG 24"

LF

285.000

1020 704SD20-0032

INLAID PAVEMENT MARKER

ASPHALT

EA

117.000

ATTD

1030 704SD20-0048

PVMT SYMB MRKG SGL

TURN ARR. TY B CL II

EA

8.000

1040 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

C000111391B07B

K84

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-

_______SILTATION CONTROL EXCAVATION 0.290303SD20-

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

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

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

_______ASPHALT CONCRETE TY. BM-25.0A CONST 3.500315SD20-

_______CONC. CL. A4 MOD. LTWT LOW SHRINK., SPR. STRUCT.

MAINT.

1.892404SD20-

_______CONCRETE CLASS A3 SUBSTRUCT. MAINT. 1.892404SD20-

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

_______DRY RIPRAP CL.I 26" 4.000414SD20-

_______DEMO. OF PAVEMENT FLEXIBLE 0.200508SD20-

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

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Steel Price Adjustment

C000111391B07B

K84

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

_______CR REINF. STEEL CL. I SPR. STRUCT. MAINT.406SD20-

_______CR REINF. STEEL CL. I SUBSTRUCT. MAINT.406SD20-

_______GUARDRAIL GR-MGS1505SD20-

_______GUARDRAIL GR-MGS1A505SD20-

_______GUARDRAIL GR-MGS1, 9' POST505SD20-

_______GUARDRAIL TERMINAL GR-MGS2505SD20-

_______GUARDRAIL END ANCHORAGE GR-MGS3505SD20-

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

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

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

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

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C000111391B07B

K84

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

ASPHALT CONCRETE TY. SM-12.5A CONST315SD20-0001

ASPHALT CONCRETE TY. IM-19.0A CONST315SD20-0004

ASPHALT CONCRETE TY. BM-25.0A CONST315SD20-0010

ASPH.CONC.CURB BACKUP MATL. CONST315SD20-0018

Determination of Major Items

1C000111391B07BContract ID:

ltem Description Item

Number

PREST. CONCRETE BEAM , BULB-T 29" DEPTH 30'-40'405SD20-0029

CONC. CL. A4 MOD. LTWT LOW SHRINK., SPR. STRUCT. MAINT.404SD20-0018

ASPHALT CONCRETE TY. SM-12.5A CONST315SD20-0001

Form C-111 Rev. 2-15-11

MINIMUM DBE REQUIREMENTS

PROJECT NO: 0003-057-593, B607

FHWA NO: NHPP-0576(040)

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

THIS FORM CAN BE USED BY THE CONTRACTOR TO SUBMIT THE NAMES OF DBE FIRMS TO BE UTILIZED ON THE PROJECT. THE CONTRACTOR SHALL INDICATE THE DESCRIPTION OF THE CATEGORY (S, M, SP or H) AND THE TYPE OF WORK THAT EACH DBE WILL PERFORM AND THE ALLOWABLE CREDIT PER ITEM(S). ADDITIONAL SHEETS TO SHOW THE ALLOWABLE CREDIT PER ITEM MAY BE ATTACHED IF NECESSARY. PLEASE NOTE: THE AMOUNT OF ALLOWABLE CREDIT FOR A DBE SUPPLIER IS 60% OF THE TOTAL COST OF THE MATERIALS OR SUPPLIES OBTAINED AND 100% FOR A DBE MANUFACTURER OF THE MATERIALS AND SUPPLIES OBTAINED. A CONTRACTOR MAY COUNT 100% OF THE FEES PAID TO A DBE HAULER FOR THE DELIVERY OF MATERIALS AND SUPPLIES TO THE PROJECT SITE, BUT NOT FOR THE COST

OF THE MATERIALS AND SUPPLIES THEMSELVES.

SECTION I:

DBE REQUIREMENT 7%

SECTION II:

PERCENT ATTAINED BY BIDDER %

NAME(s) AND CERTIFICATION

NO. OF DBE(s) TO BE USED

USED AS

SUBCONTR. (S)

MFG. (M)

SUPPLIER (SP)

HAULER (H)

TYPE OF WORK & ITEM

NO(s)

AMT. OF

ALLOWABLE

CREDIT PER

ITEM

TOTAL: $

Total Contract Value $ X Required DBE % =$

I/WE CERTIFY THAT THE PROPOSED DBE (S) SUBMITTED WILL BE USED ON THIS CONTRACT AS

STATED HEREON AND ASSURE THAT DURING THE LIFE OF THE CONTRACT, I/WE WILL MEET OR

EXCEED THE PARTICIPATION ESTABLISHED HEREON BY THE DEPARTMENT.

By

BIDDER SIGNATURE

By

TITLE DATE

Form C-112 Rev. 3-1-11

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

CERTIFICATION OF BINDING AGREEMENT WITH

DISADVANTAGED BUSINESS ENTERPRISE FIRMS

Project No.: 0003-057-593, B607

FHWA NO: NHPP-0576(040)

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

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

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

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

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

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

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

SUBCONTRACTORS HAVING A CONTRACT WITH THE BELOW NAMED DBE FIRM

Prime Contractor:

By:

Signature Title

Date:

First Tier Subcontractor If Applicable:

Form C-112 Rev. 3-1-11

Second Tier

If Applicable:

Third Tier

If Applicable

DBE Contractor

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

*CN100-000026-08 GEN. PROJ. REQUIRE., SSS/SPS/SPCNS 4-4-22 (SPCN) 1

CN315-000100-00 SEC. 315.05(C) PLACING AND FINISHING 1-18-17 (SPCN) 1

CN512-000310-00 POLICE PATROLS R-7-12-16 (SPCN) 2

CN522-000300-00 PROTECT NESTING BIRDS DURING BRIDGE MAINT. 7-24-20 (SPCN) 2

CN704-000200-00 INLAID PAVE. MARKER LOC. AND SPACING 8-11-21 (SPCN) 2

SEC. 103.02—AWARD OF CONTRACT (75 DAYS) R-7-12-16_(SPCN) 3

SEC. 108.04—DETERMINE/EXTEND CONTRACT TIME LIMIT (75 DAYS) 7-12-16_(SPCN) 3

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

CQ107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY 5-11-22 4

ELASTIC INCLUSION (CUBIC YARD MEASUREMENT & PAYMENT) 4-5-20 (SPCN) 5

CQ512-000321-00 CONTRACTOR MAINT. OF TEMP. MARKINGS 6-13-17 (SPCN) 5

PROTECTION OF BAT SPECIES 1-17-18 (SPCN) 5

SP0F0-000100-00 PREDETERMINED MIN. WAGE RATES R-7-12-16 6

SP0F0-000130-02 FHWA 1273—REQ. PROVISIONS, FED-AID 10-3-23 13

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 38

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 44

*SP102-000510-02 USE OF DOMESTIC MATERIAL 12-19-18 45

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 47

*SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1-21-20 48

SP107-001510-02 SEC. 107.15 (DBES) 8-18-17 50

*SP107-003000-01 BUILD AMERICA, BUY AMERICA ACT REQUIREMENTS 6-8-23 70

SP108-000110-01 PROG. SCHED. FOR CAT. II PROJECTS 3-21-22 72

*SP109-000100-04 ASPHALT MATERIAL PRICE ADJUSTMENT 6-29-23 91

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 92

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 94

SP109-000130-00 ELECTRONIC WEIGH TICKETS 10-10-19 99

SP407-000500-00 SUPERSTRUCTURE ERECTION STABILITY 6-10-22" \F C \L 101

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

SP522-000130-02 TREE REMOVAL TIME OF YEAR RESTRICTION 6-6-22 115

*SP700-000180-03 MODIFICATIONS TO AASHTO’S SIGN STRUCT. SPEC. 9-29-20 116

*SP704-000120-00 INLAID PAVEMENT MARKERS 8-26-19 120

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 123

SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 125

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 126

ELASTIC INCLUSION [EXPANDED POLYSTYRENE (EPS)] R-7-12-16_(SP) 130

VERIFICATION OF UTILITIES 10-27-23 133

WETLAND SEED MIX 10-27-23 135

SS109-002020-01 SEC. 109—MEASUREMENT AND PAYMENT 5-1-23 137

*SS211-002020-02 SECT 211 – ASPHALT CONCRETE 5-15-23 140

*SS220-002020-01 SEC. 220 – CONCRETE CURING MATERIALS 8-28-20 145

SECTION 223 – STEEL REINFORCEMENT 04/04/2023 146

*SS234-002020-01 SECTION 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 147

*SS235-002020-01 SECTION 235 – RETROREFLECTORS 5-6-22 148

SS236-002020-01 SECTION 236 – WOOD PRODUCTS 5-14-21 149

*SS246-002020-02 SECTION 246 – PAVEMENT MARKING 5-6-22 153

SECTION 248 – STONE MATRIX ASPHALT CONCRETE 5-26-23 161

*SS305-002020-02 SECTION 305 – SUBGRADE AND SHOULDERS 12-20-23 163

SS308-002020-01 SECTION 308 -SUBBASE COURSE 7-13-21 165

TABLE OF CONTENTS FOR PROVISIONS

REVISED ON APRIL 3, 2024

SS309-002020-01 SECTION 309 - AGGREGATE BASE COURSE 7-13-21 166

SS315-002020-04 SECTION 315 – ASPHALT CONCRETE PLACEMENT 6-16-23 167

SS318-002020-01 SECTION 318—PAVEMENT INTERLAYERS 8-2-23 184

SS321-002020-02 SECTION 321 – TRENCH WIDENING 4-4-23 185

*SS407-002020-02 SEC. 407 – STEEL & METAL STRUCT 11-01-22 187

*SS411-002020-01 SEC. 411 – PROT. COAT. OF METAL 11-01-22 189

*SS512-002020-03 SECTION 512 – MAINTAINING TRAFFIC 7-1-22 190

*SS704-002020-02 SECTION 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 203

PERMIT PACKAGE 209

REVISED ON APRIL 3, 2024

cn100-000026-08 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 2011 edition of the Virginia Work Area Protection Manual with Revision Number 2.1 incorporated, dated November 1, 2020; the 2009 edition of the MUTCD with Revision Numbers 1 and 2 incorporated, dated May 2012; and the 2011 edition of the Virginia Supplement to the MUTCD with Revision Number 1 dated September 30, 2013; 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.

4-4-22 (SPCN)

cn315-000100-00 SECTION 315.05(c) PLACING AND FINISHING is modified by replacing the third paragraph with the following:

The longitudinal joint in one layer shall offset that in the layer immediately below by approximately 6 inches or more. The joint in the wearing surface shall be offset 6 inches to 12 inches from the centerline of the pavement if the roadway comprises two traffic lanes. The joint shall be offset approximately 6 inches from the lane lines if the roadway is more than two lanes in width. The longitudinal joint shall be uniform in appearance. On all roads except secondary routes, if the offset for the longitudinal joint varies from a straight line more than 2 inches in 50 feet on tangent alignment, or from a true arc more than 2 inches in 50 feet on curved alignment, the Contractor shall seal the joint using a water-proof sealer at no cost to the Department. The Contractor shall recommend a sealant and installation procedure to the Engineer for approval before proceeding. On all roads except secondary routes, if the offset for the longitudinal joint varies from a straight line more than 3 inches in 50 feet on tangent alignment, or from a true arc more than 3 inches in 50 feet on curved alignment, the Engineer may reject the paving. The Engineer will not require offsetting layers when adjoining lanes are paved in echelon and the rolling of both lanes occurs within 15 minutes after laydown.

1-18-17 (SPCN)

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn315-000100-00.docx cn512-000310-00 POLICE PATROLS — The Contractor is advised that the Department will use Police patrols in construction work zones when traffic flow problems are anticipated, to enhance the safety of both the public and construction personnel, during the life of this contract.

4-25-88c; Reissued 7-12-16 (SPCN) [formerly cn512-030100-00] cn522-000300-00 PROTECTION OF NESTING BIRDS DURING BRIDGE MAINTENANCE — If bird nests are found on a bridge included in the Contract, the Contractor shall immediately notify the Engineer and suspend all work in the immediate vicinity of the nests until authorized to continue. The Contractor may proceed with other work activities that do not result in removal of nests or nest contents.

7-24-20 (SPCN)

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

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

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

8-11-21 https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/cn512-000310-00.docx https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/cn512-030100-00.docx https://outsidevdot.cov.virginia.gov/P0JQP/2020%20Standard%20Specifications/cn522-000300-00.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2020_Standard_Specifications/cn704-000200-00.docx

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

If the Contract is awarded, the award will be made to the lowest responsive and responsible bidder without discrimination on the grounds of race, color, gender, or national origin. In the event of tie bids, preference will be given to the lowest responsive and responsible bidder who is a resident of Virginia otherwise the tie will be decided by lot.

Whenever any bidder is a resident of any other state and such state under its laws allows a resident contractor of that state a preference, a like preference may be allowed to the lowest responsive and responsible bidder who is a resident of Virginia. The award date will not be later than midnight on the 75th day after the opening of bids. If the Board, or the Commissioner; where permitted by law, has not awarded the Contract within this period, the bidder may withdraw his bid without penalty or prejudice unless the time limit is extended by mutual consent. The Virginia Department of General Services shall post and maintain an updated list on its website of all states that allow their resident contractors an absolute preference or a percentage preference and the percentage amounts.

3-18-16; Reissued 7-12-16_(SPCN)

SECTION 108.04—DETERMINATION AND EXTENSION OF CONTRACT TIME LIMIT of the Specifications is amended to replace the second paragraph with the following:

When Contract execution is not within 75 calendar days after the opening of bids, or when the Contractor is unable to commence work because of any failure of the Department, the Contractor will be given an extension of time based on the number of days delayed beyond the 75 calendar days. No time extension will be allowed for a delay in the date of Contract execution when the delay is the fault of the Contractor.

7-12-16_(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.

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)

ELASTIC INCLUSION, when a pay item, will be measured in cubic yards, complete-in-place, and will be paid for at the contract unit price per cubic yard. Such price shall be full compensation for cleaning the surface, for furnishing and installing the EPS material according to these Specifications and the manufacturer's recommendations, separation fabric, testing, and for all material, labor, tools, equipment and incidentals necessary to complete the work. When not a pay item, the cost thereof shall be included in the price for other appropriate pay items.

Payment will be made under:

Pay Item Pay Unit

Elastic Inclusion Cubic Yard

4-5-20 (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)

PROTECTION OF BAT SPECIES — If bats are observed roosting on a structure, the Contractor shall immediately notify the Engineer and suspend work in the immediate vicinity of the bats until authorized to continue.

1-17-18 (SPCN)

SP0F0-000100-00

Reissued July 12, 2016

PREDETERMINED MINIMUM WAGE RATES

"General Decision Number: VA20240195 01/05/2024

Superseded General Decision Number: VA20230195

State: Virginia

Construction Type: Highway

Counties: Chesapeake*, Gloucester, Hampton*, James*, Mathews, Newport News*, Norfolk*, Poquoson*, Portsmouth*, Suffolk*, Virginia Beach* and York Counties in Virginia.

*including the independent cities of Chesapeake, Hampton, Newport News, Norfolk, Portsmouth, Poquoson, Suffolk, Virginia

Beach and Williamsburg

HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building structures in rest area projects & railroad construction;

bascule, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction;

and other major bridges).

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(1).

|If the contract is entered |. Executive Order 14026 |

|into on or after January 30, | generally applies to the |

|2022, or the contract is | contract. |

|renewed or extended (e.g., an |. The contractor must pay |

|option is exercised) on or | all covered workers at |

|after January 30, 2022: | least $17.20 per hour (or |

| | the applicable wage rate |

| | listed on this wage |

| | determination, if it is |

| | higher) for all hours | https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/SP0F0-000100-00.docx

| | spent performing on the |

| | contract in 2024. |

|If the contract was awarded on|. Executive Order 13658 |

|or between January 1, 2015 and| generally applies to the |

|January 29, 2022, and the | contract. |

|contract is not renewed or |. The contractor must pay all|

|extended on or after January | covered workers at least |

|30, 2022: | $12.90 per hour (or the |

| | applicable wage rate listed|

| | on this wage determination,|

| | if it is higher) for all |

| | hours spent performing on |

| | that contract in 2024. |

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the

Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at http://www.dol.gov/whd/govcontracts.

Modification Number Publication Date

0 01/05/2024

ELEC0080-011 12/01/2021

Rates Fringes

ELECTRICIAN, Includes Traffic

Signalization....................$ 30.55 11.51

SUVA2016-080 07/02/2018

Rates Fringes

CARPENTER, Includes Form Work....$ 20.21 0.00

CEMENT MASON/CONCRETE FINISHER...$ 16.03 ** 0.00

IRONWORKER, REINFORCING..........$ 24.03 0.00

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

LABORER: Asphalt, Includes

Raker, Shoveler, Spreader and

Distributor......................$ 18.62 2.62

LABORER: Common or General......$ 14.85 ** 0.00

LABORER: Grade Checker..........$ 14.88 ** 0.00

LABORER: Pipelayer..............$ 17.76 0.00

LABORER: Power Tool Operator....$ 15.69 ** 0.00

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 20.74 0.00

OPERATOR: Bobcat/Skid

Steer/Skid Loader................$ 19.16 4.45

OPERATOR: Broom/Sweeper.........$ 17.40 2.01

OPERATOR: Crane.................$ 24.42 4.69

OPERATOR: Drill.................$ 24.66 0.00

OPERATOR: Gradall...............$ 19.26 0.00

OPERATOR: Grader/Blade..........$ 23.21 0.00

OPERATOR: Hydroseeder...........$ 16.64 ** 0.00

OPERATOR: Loader................$ 17.86 0.00

OPERATOR: Mechanic..............$ 21.43 0.00

OPERATOR: Milling Machine.......$ 23.12 3.60

OPERATOR: Paver (Asphalt, Aggregate, and Concrete).........$ 20.12 3.81

OPERATOR: Piledriver............$ 21.83 4.08

OPERATOR: Roller................$ 21.32 0.00

OPERATOR: Screed................$ 22.13 4.89

OPERATOR: Asphalt Spreader and Distributor..................$ 19.09 1.81

OPERATOR: Bulldozer, Including Utility................$ 19.43 0.00

TRAFFIC CONTROL: Flagger.......$ 12.89 ** 0.00

TRUCK DRIVER : HEAVY 7CY &

UNDER............................$ 15.53 ** 0.00

TRUCK DRIVER: 1/Single Axle

Truck............................$ 18.26 4.88

TRUCK DRIVER: Fuel and

Lubricant Service................$ 18.25 0.00

TRUCK DRIVER: HEAVY OVER 7

CY...............................$ 16.98 ** 0.00

TRUCK DRIVER: MULTI AXLE........$ 18.77 4.63

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

** Workers in this classification may be entitled to a higher minimum wage under Executive Order 14026 ($17.20) or 13658

($12.90). Please see the Note at the top of the wage determination for more information. Please also note that the minimum wage requirements of Executive Order 14026 are not currently being enforced as to any contract or subcontract to which the states of Texas, Louisiana, or Mississippi, including their agencies, are a party.

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.

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 classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate

(weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or

""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which 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. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010

08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

U.S. DEPARTMENT OF LABOR

OFFICE OF THE SECRETARY

WASHINGTON

DECISION OF THE SECRETARY

This case is before the Department of Labor pursuant to a request for a wage predetermination as required by law applicable to the work described.

A study has been made of wage conditions in the locality and based on information…