K69_119463.pdf

ORDER NO.: K69

CONTRACT ID. NO.: C0000119463C01

Form C-6a Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 220

FHWA NUMBER: STP-033-2(065)

PROJECT NUMBER: 0220-033-858, M501

COUNTY: FRANKLIN

DISTRICT: SALEM

DESCRIPTION: SMART SCALE - INTERSECTION IMPROVEMENT

FROM: 0.184 MI. S. INTERSECTION RTE. 635

TO: 0.108 MI. N. INTERSECTION RTE. 635

DATE BID SUBMITTED: 10:00 A.M. WEDNESDAY, JANUARY 17, 2024

Form C-118 Rev. 7-6-05

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

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

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

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: 0220-033-858,M501

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

(Principal*) (Surety Company)

By: By:

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

(Principal*) (Address)

By: By:

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

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

By: By:

(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

DEPARTMENT OF TRANSPORTATION

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION FORM (ALL BIDDERS)

PROJECT NO.: 0220-033-858,M501 CONTRACT ID. NO.: C0000119463C01

FHWA NO: STP-033-2(065) 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

TERMS OF THE PROPOSAL\CONTRACT

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

SUBMITTED: 10:00 A.M. WEDNESDAY, JANUARY 17, 2024

PROJECT NUMBER:

ROUTE NUMBER:

FHWA NUMBER:

DESCRIPTION:

0220-033-858,M501

STP-033-2(065)

SMART SCALE - INTERSECTION IMPROVEMENT

FROM: 0.184 MI. S. INTERSECTION RTE. 635

TO: 0.108 MI. N. INTERSECTION RTE. 635

DISTRICT: SALEM COUNTY: FRANKLIN

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: MAY 30, 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 11/27/2023Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000119463C01 0220-033-858,M501

Order No.: K69

Oversight/State Project No.:

Federal Project No.: STP-033-2(065)

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

12.000

ATTD

0030 302SD20-0025

15" CONC. PIPE LF

52.000

0040 302SD20-0030

18" CONC. PIPE LF

302.000

0050 302SD20-0039

24" CONC. PIPE LF

414.000

0060 302SD20-0315

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

7.000

0070 302SD20-0324

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

1.000

0080 302SD20-0446

DROP INLET DI-5 EA

1.000

0090 303SD20-0004

GRADING LUMP SUM _________._____LUMP SUM

0100 303SD20-0007

BORROW EXCAVATION CY

318.000

0110 303SD20-0023

CHECK DAM ROCK TY. II EA

10.000

0120 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

99.000

0130 303SD20-0030

INLET PROTECTION TYPE A EA

3.000

0140 303SD20-0031

INLET PROTECTION TYPE B EA

8.000

Schedule of Items Page: 3

Proposal ID: C0000119463C01 0220-033-858,M501

Order No.: K69

Oversight/State Project No.:

Federal Project No.: STP-033-2(065)

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 303SD20-0034

TEMP. SILT FENCE TYPE A LF

22.000

0160 308SD20-0012

AGGR. BASE MATL. TY. I NO.

21B

TON

617.000

0170 308SD20-0016

AGGR. MATERIAL NO. 21B -

SHOULDER STONE

TON

20.000

0180 308SD20-0016

AGGR. MATERIAL NO. 3 TON

1,185.000

0190 308SX20-0003

CRUSHER RUN AGGR. NO. 25

OR 26

TON

8.000

ATTD

0200 315SD20-0005

ASPHALT CONCRETE TY. IM-

19.0D CONST

TON

1,048.000

0210 315SD20-0008

ASPHALT CONCRETE TY. SM-

9.5D CONST

TON

1,283.000

0220 315SD20-0011

ASPHALT CONCRETE TY. BM-

25.0D CONST

TON

2,568.000

0230 315SD20-0015

RUMBLE STRIP CYLINDRICAL

ASPHALT

LF

3,941.000

0240 315SD20-0016

LIQUID ASPHALT COATING

(RUMBLE STRIP)

SY

578.000

0250 315SX20-0011

SAW-CUT ASPH CONC NS

SAW-CUT ASPH CONC (FULL

DEPTH)

LF

6,100.000

0260 402SX20-0002

TEMP SUPPORT OF

EXCAVATION ..

LUMP SUM _________._____LUMP SUM

ATTD

Schedule of Items Page: 4

Proposal ID: C0000119463C01 0220-033-858,M501

Order No.: K69

Oversight/State Project No.:

Federal Project No.: STP-033-2(065)

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.

0270 501SD20-0004

UNDERDRAIN UD-4 LF

55.000

0280 502SD20-0053

MEDIAN STRIP MS-1 SY

296.000

0290 502SD20-0056

MEDIAN STRIP MS-1A SY

400.000

0300 502SX20-0006

PAVED DITCH MOD. PG-2A SY

570.000

0310 505SD20-0009

REMOVE EX. GUARDRAIL

TERMINAL

EA

2.000

0320 505SD20-0011

GUARDRAIL GR-MGS1 LF

288.000

0330 505SD20-0013

GUARDRAIL GR-MGS1, 9'

POST

LF

725.000

0340 505SD20-0017

GUARDRAIL TERMINAL GR-

MGS2

EA

1.000

0350 505SD20-0019

GUARDRAIL HEIGHT

TRANSITION GR-MGS4

EA

3.000

0360 505SD20-0059

MEDIAN BARRIER MB-3 LF

50.000

0370 505SD20-0073

REMOVE EXISTING

GUARDRAIL

LF

453.000

0380 505SX20-0044

SP. DES. GR.BR.ATTACH BR-

GR BR-GR-12A

EA

1.000

ATTD

0390 505SX20-0044

SP. DES. GR.BR.ATTACH BR-

GR BR-GR-3D

EA

1.000

ATTD

Schedule of Items Page: 5

Proposal ID: C0000119463C01 0220-033-858,M501

Order No.: K69

Oversight/State Project No.:

Federal Project No.: STP-033-2(065)

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.

0400 505SX20-0058

GUARDRAIL MEDIAN

BARRIER TERMINAL GR-9

EA

1.000

0410 508SD20-0004

DEMO. OF PAVEMENT

FLEXIBLE

SY

2,501.000

0420 511SD20-0001

ALLAYING DUST HR

800.000

0430 512SD20-0003

TRAFFIC BARRIER SERVICE

MB-11A

LF

3,316.000

0440 512SD20-0007

IMPACT ATTEN.SER. TY. 1 TL-

3, >=40 MPH

EA

3.000

0450 512SD20-0013

TYPE 3 BARRICADE 8' EA

2.000

0460 512SD20-0014

TEMPORARY SIGN SF

1,200.000

0470 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

960.000

0480 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

16,575.000

0490 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

1,344.000

0500 512SD20-0026

ELECTRONIC ARROW BOARD HR

10,800.000

0510 512SD20-0027

FLAGGER SERVICE HR

360.000

0520 512SD20-0029

WARNING LIGHT TY. B DAY

540.000

Schedule of Items Page: 6

Proposal ID: C0000119463C01 0220-033-858,M501

Order No.: K69

Oversight/State Project No.:

Federal Project No.: STP-033-2(065)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0530 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

5,844.000

0540 512SD20-0044

TEMP. PAVE. MARKER 1 WAY EA

168.000

0550 512SD20-0046

TEMP. PVMT MRKG TY. A, 4" LF

6,080.000

0560 512SD20-0062

TEMP. PVMT MRKG TY. D, CL.

III, 6"

LF

6,874.000

0570 512SD20-0063

TEMP. PVMT MRKG TY. D, CL.

III, 8"

LF

3,550.000

0580 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

0590 514SD20-0001

FIELD OFFICE TY.I MO

9.000

0600 515SD20-0005

FLEXIBLE PAVE. PLANING

ABOVE 2"-4"

SY

8,915.000

0610 517SD20-0001

CONSTRUCTION SURVEYING

CONSTR.

LUMP SUM _________._____LUMP SUM

0620 602SD20-0003

TOPSOIL CLASS B 2" ACRE

0.042

0630 603SD20-0002

TEMPORARY SEED LB

11.000

0640 603SD20-0003

REGULAR SEED LB

13.000

0650 603SD20-0004

OVERSEEDING LB

10.000

Schedule of Items Page: 7

Proposal ID: C0000119463C01 0220-033-858,M501

Order No.: K69

Oversight/State Project No.:

Federal Project No.: STP-033-2(065)

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 603SD20-0005

LEGUME SEED LB

1.000

0670 603SD20-0006

LEGUME OVERSEEDING LB

1.000

0680 603SD20-0008

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 2

SY

254.000

0690 603SD20-0009

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 3

SY

203.000

0700 603SD20-0014

FERTILIZER NITROGEN - N LB

6.000

0710 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

3.000

0720 603SD20-0016

FERTILIZER POTASSIUM - K LB

3.000

0730 603SD20-0017

LIME TON

0.230

0740 700SD20-0007

REMOVE EXISTING 1 POST

SIGN PANEL

EA

7.000

0750 700SD20-0012

RELOCATE EX. 1 POST GRND

MOUNT SGN PANEL

EA

4.000

0760 700SD20-0037

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

GAUGE

LF

237.500

0770 700SD20-0038

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

19.000

0780 701SD20-0001

SIGN PANEL SF

146.000

Schedule of Items Page: 8

Proposal ID: C0000119463C01 0220-033-858,M501

Order No.: K69

Oversight/State Project No.:

Federal Project No.: STP-033-2(065)

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.

0790 702SD20-0011

FLEXIBLE POST

DELINEATOR, SURFACE

MOUNT

EA

14.000

0800 704SD20-0006

TYPE B CLASS I PVMT LINE

MRKG 4"

LF

146.000

0810 704SD20-0007

TYPE B CLASS I PVMT LINE

MRKG 6"

LF

8,383.000

0820 704SD20-0010

TYPE B CLASS I PVMT LINE

MRKG 24"

LF

114.000

0830 704SD20-0032

INLAID PAVEMENT MARKER

ASPHALT

EA

44.000

ATTD

0840 704SD20-0045

PVMT SYMB MRKG THRU

ARROW TY B, CL II

EA

1.000

0850 704SD20-0048

PVMT SYMB MRKG SGL

TURN ARR. TY B CL II

EA

4.000

0860 704SD20-0060

SYMB MRKG LANE

REDUCTION ARR TY B CL II

EA

2.000

0870 704SD20-0061

SYMB MRKG WRONG-WAY

ARROW TY A

EA

2.000

0880 704SD20-0063

SYMB MRKG WRONG-WAY

ARROW TY B CL II

EA

2.000

0890 704SP20-0001

REMOVAL OF SRPM EA

40.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000119463C01

K69

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

_______BORROW EXCAVATION 0.290303SD20-

_______SILTATION CONTROL EXCAVATION 0.290303SD20-

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

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

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

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

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

_______DEMO. OF PAVEMENT FLEXIBLE 0.200508SD20-

_______FLEXIBLE PAVE. PLANING ABOVE 2"-4" 0.160515SD20-

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Steel Price Adjustment

C0000119463C01

K69

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

_______GUARDRAIL GR-MGS1505SD20-

_______GUARDRAIL GR-MGS1, 9' POST505SD20-

_______GUARDRAIL TERMINAL GR-MGS2505SD20-

_______GUARDRAIL HEIGHT TRANSITION GR-MGS4505SD20-

_______MEDIAN BARRIER MB-3505SD20-

_______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

C0000119463C01

K69

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

ASPHALT CONCRETE TY. IM-19.0D CONST315SD20-0005

ASPHALT CONCRETE TY. SM-9.5D CONST315SD20-0008

ASPHALT CONCRETE TY. BM-25.0D CONST315SD20-0011

LIQUID ASPHALT COATING (RUMBLE STRIP)315SD20-0016

Determination of Major Items

1C0000119463C01Contract ID:

ltem Description Item

Number

ASPHALT CONCRETE TY. BM-25.0D CONST315SD20-0011

ASPHALT CONCRETE TY. SM-9.5D CONST315SD20-0008

TRAFFIC BARRIER SERVICE MB-11A512SD20-0003

MEDIAN STRIP MS-1A502SD20-0056

Form C-111

Rev. 2-15-11

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

MINIMUM DBE REQUIREMENTS

PROJECT NO: 0220-033-858,M501

FHWA NO: STP-033-2(065)

* * * 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 6.00%

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.: 0220-033-858,M501

FHWA NO: STP-033-2(065)

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:

By:

Signature Title

Date:

Second Tier Subcontractor If Applicable:

By:

Signature Title

Date:

Third Tier Subcontractor If Applicable

By:

Signature Title

Date:

DBE Contractor

By:

Signature Title

Date:

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

CN303-000100-00 AGGREGATE MATERIAL R-7-12-16 (SPCN) 1

CN315-000100-00 SEC. 315.05(C) PLACING AND FINISHING 1-18-17 (SPCN) 2

*CN505-000100-01 IMPACT ATTENUATOR 1-24-19_(SPCN) 2

CN512-000100-00 TABLE V-1, ADT GROUPS 7-12-16 (SPCN) 4

CN704-000200-00 INLAID PAVE. MARKER LOC. AND SPACING 8-11-21 (SPCN) 4

CRUSHER RUN AGGREGATE NO. 25 OR 26 8-10-20 (SPCN) 4

TEMPORARY SUPPORT OF EXCAVATION 10-10-23 (SPCN) 5

*DRUG-FREE WORKPLACE 7-3-19 (SPCN) 6

CQ107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY 5-11-22 6

*SEALING RUMBLE STRIPS IN NEW PAVEMENT 8-29-19 (SPCN) 7

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

SP0F0-000100-00 PREDETERMINED MIN. WAGE RATES R-7-12-16 8

SP0F0-000130-02 FHWA 1273—REQ. PROVISIONS, FED-AID 10-3-23 15

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 41

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 47

*SP102-000510-02 USE OF DOMESTIC MATERIAL 12-19-18 48

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

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

SP107-001510-02 SEC. 107.15 (DBES) 8-18-17 53

*SP107-003000-01 BUILD AMERICA, BUY AMERICA ACT REQS FOR CONSTR MTLS 6-8-23 71

SP108-000110-01 PROG. SCHED. FOR CAT. II PROJECTS 3-21-22 73

*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

SP505-000100-00 REPLACE G’RAIL, MED. BARRIER & G’RAIL TO BRIDGE 8-4-16 101

SP522-000130-02 TREE REMOVAL TIME OF YEAR RESTRICTION 6-6-22 107

*SP704-000120-00 INLAID PAVEMENT MARKERS 8-26-19 108

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 111

SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 113

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 114

SS109-002020-01 SEC. 109—MEASUREMENT AND PAYMENT 5-1-23 118

*SS211-002020-02 SECT 211 – ASPHALT CONCRETE 5-15-23 121

*SS220-002020-01 SEC. 220 – CONCRETE CURING MATERIALS 8-28-20 126

SECTION 223 – STEEL REINFORCEMENT 04/04/2023 127

*SS234-002020-01 SECTION 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 128

*SS235-002020-01 SECTION 235 – RETROREFLECTORS 5-6-22 129

SS236-002020-01 SECTION 236 – WOOD PRODUCTS 5-14-21 130

*SS246-002020-02 SECTION 246 – PAVEMENT MARKING 5-6-22 134

SECTION 248 – STONE MATRIX ASPHALT CONCRETE 5-26-23 142

SS315-002020-04 SECTION 315 – ASPHALT CONCRETE PLACEMENT 6-16-23 143

SS321-002020-02 SECTION 321 – TRENCH WIDENING 4-4-23 160

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

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

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

*SS704-002020-02 SECTION 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 179

SECTION 108.02— LIMITATION OF OPERATION 8-28-23 185

SECTION 105.08 – COOPERATION WITH REGARD TO UTILITIES 10-11-23 187

INSPECT, REMOVE, & RETROREFLECTOR REPLACE FOR EXISTING SRPM 10-10-19 189

TABLE OF CONTENTS FOR PROVISIONS

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)

cn303-000100-00 AGGREGATE MATERIAL shall be the size specified conforming to Section 203 of the Specifications. The aggregate shall be placed at locations shown on the plans or as directed by the Engineer. Aggregate material will be measured in units of tons for the size specified according to Section 109 of the Specifications. Payment will be made at the contract unit price per ton, which bid price shall be full compensation for furnishing, placing, and shaping and compaction, if required.

Payment will be made under:

Pay Item

Pay Unit

Aggregate Material (Size) Ton

5-23-95c; Reissued 7-12-16 (SPCN) https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/cn303-000100-00.docx 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)

cn505-000100-01 IMPACT ATTENUATOR — This work shall consist of replacing damaged impact attenuators, or installing new, by furnishing and installing impact attenuators in accordance with Section 505 of the Specifications and as directed by the Engineer.

Replacement impact attenuators shall be a Type I (Re-Directive Low-

Maintenance) as designated on VDOT’s MASH Provisionally Approved Products

List. Impact attenuators shall be installed in accordance with the manufacturer's specifications and instructions, Standard Drawing IA-LM, and Section 505 of the

Specifications.

If replacing an existing impact attenuator, the Contractor shall inspect the condition of the existing impact attenuator foundation pad for size, thickness, adequacy of reinforcement, slope, cracking, surface wear, shifting, undermining, settling, or other signs of age or deterioration which may be unsuitable for continued use. If any of these conditions are present, the Contractor shall notify the Engineer and request authorization prior to replacing the existing foundation pad.

If the existing foundation pad is suitable for continued use and existing bolt patterns are present, the Contractor shall confirm that installing new bolts will not negatively impact performance of the unit.

Anchor bolts shall be set into holes drilled with rotary impact drills of the sizes recommended by the manufacturer of the attenuator, and as approved by the Engineer. Bolt holes shall be cleaned with a bottle brush before installing the anchor bolts.

The Type I (Re-Directive Low-Maintenance) Impact Attenuator shall be bolted in place according to the attenuator manufacturer’s instructions, but not before the fresh concrete foundation, if applicable, has reached 28-day strength, determined in accordance with Section 217 of the Specifications.

If a transition is required, the appropriate manufacturer’s standard transition shall be used.

https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/cn315-000100-00.docx https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/cn505-000100-01.docx

The work site shall be protected according to Section 512 of the Specifications and the VWAPM.

Installers and repair personnel shall be certified by the manufacturer. The Contractor shall submit two copies of the manufacturers’ installation instructions to the Engineer prior to beginning work.

The Contractor shall provide one training session to VDOT personnel at a location selected by the Engineer within the VDOT District where the impact attenuators were installed, when designated as a pay item. The training sessions shall be conducted by a manufacturer’s representative and cover impact attenuator maintenance and repair. The Department may add additional training sessions to be paid for at the unit price bid. Each session shall be structured such that the personnel trained will be able to perform maintenance and repair beginning within one year of the training.

The Contractor shall provide documentation tracing the steel in the finished product back to raw material in accordance with Buy America requirements.

Impact attenuator will be measured in units of each and will be paid for at the

Contract Each price. This price shall include furnishing and installing pad, impact attenuator, and transitions.

Remove existing impact attenuator will be measured and paid for as remove existing guardrail terminal in accordance with Section 505 of the Specifications.

This price shall include removing and disposing of existing impact attenuator.

Site Preparation will be measured and paid for as Guardrail terminal site preparation in accordance with Section 505 of the Specifications.

Maintenance and Repair Training will be measured in units of each and will be paid for at the Contract each price.

Pay Item Pay Unit

Impact attenuator (Type, Speed) Each

Maintenance and Repair Training Each

1-24-19_(SPCN)

cn512-000100-00 TABLE V-1, ADT GROUPS — The Specifications are amended to include the following table:

TABLE V-1

Average Daily Traffic (ADT) Groups

Traffic Group ADT Traffic Group ADT

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

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

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

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

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

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

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

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

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

XIX 40,000 & over

7-12-16 (SPCN)

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

CRUSHER RUN AGGREGATE NO. 25 OR 26 shall conform to Section 205 of the Specifications and shall be placed at locations shown on the Plans or as directed by the Engineer. Crusher run aggregate No. 25 or

26 will be measured in tons and will be paid for at the Contract ton price. This price shall include furnishing, placing, and compacting.

Crusher run aggregate No. 25 or 26 Ton

8-10-20 (SPCN)

https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/cn512-000100-00.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2020_Standard_Specifications/cn704-000200-00.docx

TEMPORARY SUPPORT OF EXCAVATION—The Contractor shall determine the methods and means of support required for all loads imposed, including but not limited to the roadway, traffic, traffic barrier, the structure, and loads imposed by construction equipment during the construction of the project.

The approximate limits of temporary support excavation shown on the Plans are for informational purposes only. The Contractor shall be responsible for determining the actual limits and quantities of temporary support excavation.

The Contractor shall prepare and submit working drawings to the Engineer for review 30 days prior to installation in accordance with the requirements of Section 105.10 of the Specifications. The working drawings shall include the plan and profile views, details of sheet piling, walers, rakes, connections, welds, fasteners, all structural members, soldier pile, tiebacks, or other means of support, shall convey how temporary support of excavation will be used during all phases of construction, and shall be prepared stamped, and signed by a Professional Engineer licensed to practice in the Commonwealth of Virginia.

The Department’s review and approval of the Contractor’s working drawings in no way relieves the Contractor of the responsibility of providing quality workmanship on this project, while the roadway is open or closed to the traveling public.

Temporary support of excavation will be paid for at the Contract lump sum price. This price shall include designing, furnishing, installing, and removing temporary support of excavation, excavation, backfill, removing and disposing of surplus material, all materials, equipment, tools, labor, and incidentals necessary to complete the work.

Temporary support of excavation Lump sum

10-10-23 (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)

SEALING RUMBLE STRIPS IN NEW PAVEMENT – Rumble strips cut into new pavement shall be coated with liquid asphalt coating (emulsion) conforming to Section 315.02(e) of the Specifications. The coating process shall conform to Section 315.05(g) of the Specifications.

8-29-19 (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)

SP0F0-000100-00

Reissued July 12, 2016

PREDETERMINED MINIMUM WAGE RATES

"General Decision Number: VA20230120 01/06/2023

Superseded General Decision Number: VA20220120

State: Virginia

Construction Type: Highway

County: Franklin County in Virginia.

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)(2)-(60).

|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 $16.20 per hour (or |

| | the applicable wage rate |

| | listed on this wage |

| | determination, if it is |

| | higher) for all hours |

| | spent performing on the |

| | contract in 2023. |

|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| https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/SP0F0-000100-00.docx

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

|30, 2022: | $12.15 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 2023. |

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 01/06/2023

ELEC0080-011 12/01/2021

Rates Fringes

ELECTRICIAN, Includes Traffic

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

SUVA2016-056 07/02/2018

Rates Fringes

CARPENTER, Includes Form Work....$ 17.65 0.00

CEMENT MASON/CONCRETE FINISHER...$ 19.94 0.00

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

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

LABORER: Asphalt, Includes

Raker, Shoveler, Spreader and

Distributor......................$ 15.40 ** 0.00

LABORER: Common or General......$ 14.58 ** 0.00

LABORER: Grade Checker..........$ 15.07 ** 0.00

LABORER: Pipelayer..............$ 13.14 ** 0.00

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

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 16.44 0.00

OPERATOR: Bobcat/Skid

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

OPERATOR: Broom/Sweeper.........$ 14.32 ** 0.25

OPERATOR: Crane.................$ 25.82 0.00

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

OPERATOR: Gradall...............$ 18.65 0.00

OPERATOR: Grader/Blade..........$ 26.13 0.00

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

OPERATOR: Loader................$ 15.86 ** 0.00

OPERATOR: Mechanic..............$ 20.00 0.00

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

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

OPERATOR: Paver (Asphalt, Aggregate, and Concrete).........$ 16.79 0.00

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

OPERATOR: Roller (Finishing)....$ 14.31 ** 0.00

OPERATOR: Roller................$ 14.81 ** 0.00

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

OPERATOR: Asphalt Spreader and Distributor..................$ 16.44 0.00

OPERATOR: Bulldozer, Including Utility................$ 17.81 0.00

TRAFFIC CONTROL: Flagger.......$ 11.84 ** 0.00

TRUCK DRIVER : HEAVY 7CY &

UNDER............................$ 15.36 ** 0.00

TRUCK DRIVER: 1/Single Axle

Truck............................$ 15.95 ** 0.00

TRUCK DRIVER: Fuel and

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

TRUCK DRIVER: HEAVY OVER 7

CY...............................$ 16.60 0.00

TRUCK DRIVER: MULTI AXLE........$ 17.81 0.00

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 ($16.20) or 13658

($12.15). Please see the Note at the top of the wage determination for more information.

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) (ii)).

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.

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