M13_117008.pdf

ORDER NO.: M13

CONTRACT ID. NO.: C0000117008B35

Form C-6a

Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 778

FHWA NUMBER: STP-035-2(041)

PROJECT NUMBER: 0778-035-619, B635

COUNTY: GILES

DISTRICT: SALEM

DESCRIPTION: BRIDGE SUPERSTRUCTURE REPLACEMENT

FROM: 0.05 MI. N. OF RTE. 460

TO: INT. RTE. 460

DATE BID SUBMITTED: 10:00 A.M. WEDNESDAY, JANUARY 22, 2025

Form C-118 Rev. 2-1-24

COMMONWEALTH OF VIRGINIA

NOTICE TO BIDDERS

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

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

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

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

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

5. Bid bonds shall conform to Section 102.07. The bid bond number shall be placed in the appropriate space in your electronic bid. As an alternative you may complete the bottom line of the Form C-24.

This form may be mailed or faxed but must be received prior to the opening of the bids.

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

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

Form C-24

Rev. 7-6-05

PROPOSAL GUARANTY

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

Commonwealth of Virginia as obligee, in the amount of FIVE PERCENT OF THE DOLLAR VALUE OF THE BID, lawful money of the United States of America, for the payment of which, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally and firmly by these presents.

SIGNED, sealed and dated this Day of , 20

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

PROJECT NUMBER: 0778-035-619, B635

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. 07-31-24

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION,

AND VENDOR SURVEY FORM (ALL VENDORS)

PROJECT NO. 0778-035-619, B635 CONTRACT I.D. NO. C0000117008B35

FHWA NO. STP-035-2(041) DATE SUBMITTED

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

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

Vendor Signature:

Vendor ID No. Title:

Vendor’s Address: ____________________________________

City: __________________

State: __________________ Zip Code: _________

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION (ALL)

VENDOR

NUMBER NAME OF SUBCONTRACTOR/SUPPLIER

TELEPHONE

NUMBER

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.

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

IN THIS FORM.

Form C-48

VENDOR SURVEY

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

SURVEY FOR THEMSELVES AND A VENDOR SURVEY FOR EACH SUBCONTRACTOR AND SUPPLIER

WHO SUBMITTED A BID OR QUOTE TO THE BIDDER.

VENDOR’S FULL LEGAL NAME: ________________________________________

VENDOR ID NO.: __________________

ADDRESS: ____________________________________

CITY: ____________________________________

STATE: _______________ ZIP CODE: _________

VENDOR’S YEARS IN BUSINESS: _____________

VENDOR’S STATUS: _____ DBE _____ NON-DBE

[DBE means a small business that is certified as a Disadvantaged Business Enterprise by the Virginia Department of Small Business & Supplier Diversity or the Metropolitan Washington Airports Authority.]

GENDER OF VENDOR’S MAJORITY OWNER: ____ MALE ____ FEMALE ____ OTHER

ETHNICITY OF VENDOR’S MAJORITY OWNER: ____ White (Defined in 49 CFR 26.5) ____ Black or African American ____ Hispanic American ____ Asian-Pacific American ____ Subcontinent Asian American

____ Native American, incl. Alaskan or Hawaiian ____ Other: ____________________________

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

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

Printed Full Legal Name of Person Signing for Vendor

Signature: ____________________________________________

Form C-7

Rev. 2-2-24

SHEET 1

TERMS OF THE PROPOSAL\CONTRACT

SUBMITTED: 10:00 A.M. WEDNESDAY, JANUARY 22, 2025

PROJECT NUMBER: 0778-035-619, B635

ROUTE NUMBER: 778

FHWA NUMBER: STP-035-2(041)

DESCRIPTION: BRIDGE SUPERSTRUCTURE REPLACEMENT

FROM: 0.05 MI. N. OF RTE. 460

TO: INT. RTE. 460

DISTRICT: SALEM COUNTY: GILES

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 15, 2026

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 11/27/2024Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000117008B35 0778-035-619, B635 Order No.: M13

Oversight/State Project No.:

Federal Project No.: STP-035-2(041)

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 301SD20-0002

CLEARING AND GRUBBING ACRE

0.160

0020 302SD20-0006

CORROSION RESISTANT

REINF.STEEL CL. I

LB

20,680.000

0030 303SD20-0001

REGULAR EXCAVATION CY

25.000

0040 303SD20-0007

BORROW EXCAVATION CY

25.000

0050 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

46.000

0060 303SD20-0034

TEMP. SILT FENCE TYPE A LF

270.000

0070 303SX20-0008

GEOTEXTILE GEOTEXTILE

GEOGRID (GEOSYNTHEIC

REINFORCEMENT)

SY

725.000

ATTD

0080 305SD20-0012

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

OR 21B

TON

115.000

0090 315SD20-0007

ASPHALT CONCRETE TY. SM-

9.5A CONST

TON

30.000

0100 315SD20-0104

SAW-CUT ASPHALT

CONCRETE FULL DEPTH

LF

75.000

0110 401SD20-0001

STRUCTURE EXCAVATION

CONST.

CY

414.000

0120 401SD20-0002

SELECT BACKFILL

ABUTMENT ZONE

TON

701.000

Schedule of Items Page: 3

Proposal ID: C0000117008B35 0778-035-619, B635 Order No.: M13

Oversight/State Project No.:

Federal Project No.: STP-035-2(041)

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.

0130 401SD20-0004

GEOCOMPOSITE WALL

DRAIN

SY

26.000

0140 404SD20-0009

BRIDGE DECK GROOVING

CONST.

SY

352.000

0150 404SD20-0010

COVER DEPTH SURVEY

CONST.

SY

352.000

0160 404SD20-0011

CONCRETE CLASS A3,

SUBSTRUCT. CONST.

CY

40.900

0170 404SD20-0017

CONC. CL. A4 MOD. LOW

SHRINK., SPR. STRUCT.

MAINT.

CY

100.400

0180 406SD20-0006

REINFORCING STEEL

SUBSTRUCT. CONST.

LB

6,390.000

0190 407SD20-0007

STR.ST.PLATE GIRDER ASTM

A709 GR.50W

LUMP SUM _________._____LUMP SUM

0200 410SD20-0010

RAILING KANSAS CORRAL

32" W/OUT CURB CONST.

LF

273.000

0210 412SX20-0002

CONC. SURFACE COLOR

COATING (STR. NO. 6192)

LUMP SUM _________._____LUMP SUM

412, ATTD

0220 413SX20-0005

REM. PORT.OF EX.STR.

(STRUCTURE NO. 6192)

LUMP SUM _________._____LUMP SUM

0230 414SD20-0001

EROSION CTRL. STONE CL.

A1, EC-1

TON

171.000

Schedule of Items Page: 4

Proposal ID: C0000117008B35 0778-035-619, B635 Order No.: M13

Oversight/State Project No.:

Federal Project No.: STP-035-2(041)

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.

0240 430SX20-0001

NBIS ACCESS, UNDER

BRIDGE (STRUCTURE NO.

6192)

DAY

1.000

0250 432SD20-0001

ELASTIC INCLUSION 10" CY

4.000

ATTD

0260 508SD20-0004

DEMO. OF PAVEMENT

FLEXIBLE

SY

225.000

0270 512SD20-0012

TYPE 3 BARRICADE 4' EA

4.000

0280 512SD20-0013

TYPE 3 BARRICADE 8' EA

4.000

0290 512SD20-0014

TEMPORARY SIGN SF

539.000

0300 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

330.000

0310 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

10,135.000

0320 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

370.000

0330 512SD20-0026

ELECTRONIC ARROW BOARD HR

330.000

0340 512SD20-0027

FLAGGER SERVICE HR

660.000

0350 512SD20-0028

WARNING LIGHT TY. A DAY

6,010.000

0360 512SD20-0031

TRAFFIC BARRIER SER.

CONC. MB-7D PC

LF

40.000

Schedule of Items Page: 5

Proposal ID: C0000117008B35 0778-035-619, B635 Order No.: M13

Oversight/State Project No.:

Federal Project No.: STP-035-2(041)

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.

0370 512SP20-0001

PORTABLE TEMPORARY

RUMBLE STRIP ARRAY

DAY

66.000

ATTD

0380 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

0390 517SD20-0001

CONSTRUCTION SURVEYING

CONSTR.

LUMP SUM _________._____LUMP SUM

0400 521SD20-0001

MAILBOX POST, SINGLE EA

1.000

0410 602SD20-0004

TOPSOIL CLASS B CY

8.600

0420 602SX20-0005

TOPSOIL CLASS B, 3" ACRE

0.200

0430 603SD20-0002

TEMPORARY SEED LB

30.000

0440 603SD20-0003

REGULAR SEED LB

63.000

0450 603SD20-0004

OVERSEEDING LB

50.000

0460 603SD20-0009

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 3

SY

2.178

0470 603SD20-0014

FERTILIZER NITROGEN - N LB

20.000

0480 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

14.000

0490 603SD20-0016

FERTILIZER POTASSIUM - K LB

14.000

0500 603SD20-0017

LIME TON

1.100

Schedule of Items Page: 6

Proposal ID: C0000117008B35 0778-035-619, B635 Order No.: M13

Oversight/State Project No.:

Federal Project No.: STP-035-2(041)

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.

0510 700SD20-0034

SIGN POST STP-1, 2", 14

GAUGE

LF

70.000

0520 700SD20-0038

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

6.000

0530 701SD20-0001

SIGN PANEL SF

36.500

0540 704SD20-0015

TYPE B CLASS II PVMT LINE

MRKG 24"

LF

22.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000117008B35 M13

Contract ID:

Order No.:

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

FORM C-21B

Rev 12-21-05

0001 REGULAR BID ITEMSSECTION:

ltem Description Fuel Factor gal/unit Option Item

Number

_______REGULAR EXCAVATION 0.290303SD20-0001

_______BORROW EXCAVATION 0.290303SD20-0007

_______SILTATION CONTROL EXCAVATION 0.290303SD20-0029

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

_______ASPHALT CONCRETE TY. SM-9.5A CONST 3.500315SD20-0007

_______STRUCTURE EXCAVATION CONST. 0.290401SD20-0001

_______CONCRETE CLASS A3, SUBSTRUCT. CONST. 1.892404SD20-0011

_______CONC. CL. A4 MOD. LOW SHRINK., SPR. STRUCT. MAINT. 1.892404SD20-0017

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

_______DEMO. OF PAVEMENT FLEXIBLE 0.200508SD20-0004

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Steel Price Adjustment

C0000117008B35 M13

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

_______CORROSION RESISTANT REINF.STEEL CL. I302SD20-0006

_______REINFORCING STEEL SUBSTRUCT. CONST.406SD20-0006

_______STR.ST.PLATE GIRDER ASTM A709 GR.50W407SD20-0007

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

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000117008B35 M13

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

ASPHALT CONCRETE TY. SM-9.5A CONST315SD20-0007

Determination of Major Items

1C0000117008B35Contract ID:

ltem Description Item

Number

CONC. CL. A4 MOD. LOW SHRINK., SPR. STRUCT. MAINT.404SD20-0017

RAILING KANSAS CORRAL 32" W/OUT CURB CONST.410SD20-0010

Form C-110 Rev. 07-31-24

DBE REGULAR DEALER/DISTRIBUTOR AFFIRMATION FORM

Bidder / Contractor Name:

Project No. 0778-035-619, B635

FHWA No.: STP-035-2(041)

Contract ID: C0000117008B35

Date Submitted:

*** INSTRUCTIONS ***

Submit this DBE Regular Dealer / Distributor Affirmation Form for each DBE listed as a regular dealer or distributor, on the Bidder’s Form C-111 within 5 days after the bid opening, along with Form C-112 - Certification of Binding Agreement. In the questions below, “you and “your” refer to the DBE.

Section 26.53(c)(1) of Title 49 Code of Federal Regulations requires the Virginia Department of Transportation to make a preliminary counting determination for each DBE listed as a regular dealer or distributor to assess its eligibility for 60 or 40 percent credit, respectively, of the cost of materials and supplies based on its demonstrated capacity and intent to perform as a regular dealer or distributor, as defined in 49 CFR § 26.55(e)(2)(iv)(A),(B),(C), and (3) under the contract at issue. The preliminary determination will be based on the DBE’s written responses to relevant questions and its affirmation that its subsequent performance of a commercially useful function will be consistent with the preliminary counting of such participation.

DBE Name:

DBE Authorized Representative:

Total Amount of DBE Subcontract / Purchase Order:

NAICS Codes Applicable to Items Sold / Leased:

1. Will all items sold or leased be provided from the on-hand inventory at your establishment?

☐ YES (If "YES," you have indicated that your performance will satisfy the regular dealer requirements and may be counted at 60%. STOP here. Read and sign the affirmation below.)

☐ NO (If "NO" Continue.)

(a) Are you selling bulk items (e.g., petroleum products, steel, concrete, concrete products, sand, gravel, asphalt, etc.) or items not typically stocked due to their unique characteristics (aka specialty items)?

☐ YES (If "YES," Go to Question 2.)

☐ NO (If "NO" Continue.)

(b) Will at least 51% of the items you are selling be provided from the inventory maintained at your establishment, and will the minor quantities of items delivered from and by other sources be of the general character as those provided from your inventory?

☐ YES (If "YES," you have indicated that your performance will satisfy the regular dealer requirements and may be counted at 60%. STOP here. Read and sign the affirmation below.

☐ NO * (*If 1,1(a), and 1(b) above are "NO," your performance on the whole will not satisfy the regular dealer requirements; therefore, only the value of items to be sold or leased from inventory can be counted at 60%. Go to Question 3, below, to determine if the items delivered from and by other sources are eligible for Distributor credit.)

Form C-110

2. Will you deliver all bulk or specialty items using distribution equipment you own (or under a long-term lease) and operate?

☐ YES (If "YES," you have indicated that your performance will satisfy the requirements for a regular dealer of bulk items and may be counted at 60%. STOP here. Read and sign the affirmation below.)

☐ NO (If "NO," your performance will not satisfy the requirements for a regular dealer of bulk items;

the value of items to be sold or leased cannot be counted at 60%. Go to Question 3.)

3. Will the written terms of your purchase order or bill of lading from a third party transfer responsibility, including risk for loss or damage, to your company at the point of origin (e.g. a manufacture's facility)?

☐ YES ☐ NO

(a) Will you be using sources other than the manufacturer (or other seller) to deliver or arrange delivery of the items sold or leased?

☐ YES ☐NO

(If you responded "YES" to both 3 and 3(a), you have indicated that your performance will satisfy the requirements of a Distributor; therefore, the value of items sold or leased may be counted at 40%.)

(If you responded "NO" to either 3 or 3(a), your performance will not satisfy the requirements for a regular dealer and counting of your participation is limited to the reasonable cost of fees or commissions charged, including transportation charges for the delivery of materials or supplies; the cost of materials or supplies may not be counted.)

For DBE:

I affirm that the information that I provided above is true and correct and that my company's subsequent performance of a commercially useful function will be consistent with the above responses. I further affirm that my company will independently negotiate price, order specified quantities, and pay for the items listed in the Bidder's Forms C-111 and C-112. This includes my company's responsibility for the quality of such items in terms of necessary repairs, exchanges, or processing of any warranty claims for damaged or defective materials.

Printed Name of DBE Owner/Authorized Representative Signature

For Bidder:

The Bidder acknowledges its responsibility for verifying the information provided by the DBE named above and ensuring that the counting of the DBE's participation is accurate. Any shortfall in DBE participation caused by errors in counting are the responsibility of the Bidder.

Printed Name of Bidder Owner/Authorized Representative Signature

Form C-111

MINIMUM DBE REQUIREMENTS

PROJECT NO: 0778-035-619, B635 Contract ID No.: C0000117008B35 FHWA NO: STP-035-2(041) Order No.: M13

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

LIST THE DBE(S) WHO WILL PARTICIPATE IN THE CONTRACT, INDICATE THE WORK THEY WILL PERFORM, THEIR VENDOR ID AND DBE CERTIFICATION NUMBERS, AND THE DOLLAR AMOUNT OF PARTICIPATION, REDUCED AS NEEDED FOR REGULAR DEALERS (60%), DISTRIBUTORS (40%), AND BROKERS (FEES/COMMISSIONS). COUNT 100% FOR SUBCONTRACTORS AND MANUFACTURERS, AND FOR HAULERS THAT DELIVER MATERIALS AND SUPPLIES TO THE PROJECT SITE (EXCLUDING COST

OF THE MATERIALS AND SUPPLIES.

2 % X $ = $

DBE GOAL

TOTAL CONTRACT VALUE

MINIMUM DBE PARTICIPATION

DBE SUMMARY

DBE PARTICIPATION ATTAINED TOTAL: $ ____________

DBE PARTICIPATION ATTAINED PERCENTAGE: ___________%

I/WE CERTIFY THAT THE LISTED DBES WILL BE USED ON THIS CONTRACT AS STATED HEREIN AND THAT IN THE PERFORMANCE OF THE CONTRACT I/WE WILL MAKE GOOD FAITH EFFORTS TO MEET OR EXCEED THE DBE GOAL

ESTABLISHED FOR THE CONTRACT.

BY:

BIDDER'S NAME

SIGNATURE

DATE

Title:

NAME OF DBE

SUBCONTRACTOR

VENDOR

ID NO.

DBE

CERTIFICATION

NO.

SUBCONTRACT

VALUE

DBE USED AS

DOLLAR AMT

DBE CREDIT

SUBCONTR. (S)

MNFR. (M)

HAULER (H)

REG. DLR. (R)

DISTR. (D)

BROKER (B)

100%

100%

100%

60%

40%

Fees/Com

Form C-111

DBE ITEMS ENTRY

Instructions: For each DBE listed in the Summary on page 1, complete a DBE Item Entry form.

NOTE: To count toward the DBE goal, DBEs must be certified in NAICS codes applicable to kind of work they perform. A DBE's Certification number and NAICS Codes are shown in the DBE's listing in the DSBD DBE Directory at: https://directory.sbsd.virginia.gov/#/executiveExport

Full DBE Name: ______________________________________________

DBE Vendor ID No.: ___________ (DBE's number can be found on VDOT's List of Prequalified Vendors)

DBE Certification. No.: ____________________

DBE NAICS Code(s): _____________________________________________________________________

DBE Used As:

_______ Subcontractor (S) Eligible for 100% of Subcontract Value

_______ Manufacturer (M) Eligible for 100% of Subcontract Value

_______ Hauler (H) Eligible for 100% of Subcontract Value Excluding Materials

________ Regular Dealer (R) Eligible for 60%of Subcontract or PO Value

________ Distributor (D) Eligible for 40% of Subcontract or PO Value

________ Broker (B) Eligible for Fees / Commissions Only

WORK ASSIGNED TO DBE

Contract Bid Items Description Of Work QTY Unit DBE's Price Applicable

Dollar Amt

DBE Credit

DBE Credit Total: $ _______________________

BY:

BIDDER'S NAME

SIGNATURE

DATE

Title:

[ATTACH ADDITIONAL SHEETS AS NECESSARY, EACH OF WHICH MUST BE SIGNED AND DATED.]

https://directory.sbsd.virginia.gov/#/executiveExport

Form C-112 Rev. 3-1-11

CERTIFICATION OF BINDING AGREEMENT WITH

DISADVANTAGED BUSINESS ENTERPRISE FIRMS

Project No.: 0778-035-619, B635

FHWA NO: STP-035-2(041)

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:

Form C-112 Rev. 3-1-11

First Tier Subcontractor If Applicable:

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

CN103-000100-00 SECTION 103.02—AWARD OF CONTRACT 6-25-24 (SPCN) 1

CN245-000100-01 SECTION 245.03—TESTING & DOCUMENTATION 1-10-24 (SPCN) 2

CN315-000100-00 SEC. 315.05(C) PLACING AND FINISHING 1-18-17 (SPCN) 3

*DRUG-FREE WORKPLACE 7-3-19 (SPCN) 4

CQ107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY 5-11-22 (SPCN) 4

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

STABILIZED CONSTRUCTION ENTRANCES 10-11-24 (SPCN) 5

PROTECTION OF BAT SPECIES 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 12

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

SP107-001510-04 DBE REQUIREMENTS 6-5-24 50

*SP107-003000-01 BUILD AMERICA, BUY AMERICA ACT REQUIREMENTS 6-8-23 72

SP108-000100-01 PROG. SCHED. FOR CAT. I PROJECTS 3-21-22 74

*SP109-000100-05 ASPHALT MATERIAL PRICE ADJUSTMENT 7-8-24 88

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 90

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 92

SP109-000130-00 ELECTRONIC WEIGH TICKETS 10-10-19 97

SP401-000100-01 CLEAR & GRUB BRIDGE APPROACHES 2-28-18 99

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

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

SP522-000170-02 PROTECT NESTING MIGRA. BIRDS DURING BRIDGE MAINT. 9-2-20 115

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

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 121

SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 123

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 124

SUBSTANTIAL COMPLETION 10-11-24 128

GEOSYNTHETIC REINFORCEMENT 10-3-24 130

ARCHITECTURAL TREATMENT AND CONCRETE SURFACE COLOR COATING 8-15-19 134

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

*SS211-002020-03 SECT 211 – ASPHALT CONCRETE 3-18-24 140

*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

SS248-002020-02 SECTION 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 161

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

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

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

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

TABLE OF CONTENTS FOR PROVISIONS

SS317-002020-01 SECTION 317— STONE MATRIX ASPHALT CONCRETE 6-21-24 185

SS318-002020-01 SECTION 318—PAVEMENT INTERLAYERS 8-2-23 187

*SS319-002020-02 SECT 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 188

SS321-002020-02 SECTION 321 – TRENCH WIDENING 5-4-23 192

*SS407-002020-02 SEC. 407 – STEEL & METAL STRUCT 11-01-22 194

*SS411-002020-01 SEC. 411 – PROT. COAT. OF METAL 11-01-22 196

*SS512-002020-03 SECTION 512 – MAINTAINING TRAFFIC 7-1-22 197

*SS704-002020-02 SECTION 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 210

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)

cn103-000100-00 SECTION 103.02—AWARD OF CONTRACT of the Specifications is replaced in its entirety with the following:

103.02 – Award of Contract

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

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

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

6-25-24 (SPCN)

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

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

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

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

Physical Properties Test Method Requirements

Compressive strength ASTM D1621, D2412, and D6364

Min. 40 psi at 20% max.

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

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

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

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

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

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

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

Physical Property Test Method Requirements

Compressive strength ASTM D1621, D2412, and D6364

Min. 40 psi at 20% max.

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

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

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

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

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

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

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

1-10-24 (SPCN)

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

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)

STABILIZED CONSTRUCTION ENTRANCES— The cost for stabilized construction entrances shall be included in the Contract unit price for other Erosion Control Items.

10-11-24 (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: VA20240122 01/05/2024

Superseded General Decision Number: VA20230122

State: Virginia

Construction Type: Highway

County: Giles 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)(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 |

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

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

SUVA2016-058 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......$ 14.20 ** 0.00

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

LABORER: Pipelayer..............$ 15.11 ** 0.00

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

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 20.53 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................$ 22.22 0.00

OPERATOR: Mechanic..............$ 19.59 0.00

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

OPERATOR: Paver (Asphalt, Aggregate, and Concrete).........$ 16.66 ** 0.00

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

OPERATOR: Roller (Finishing)....$ 15.24 ** 0.00

OPERATOR: Roller................$ 15.85 ** 0.00

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

OPERATOR: TRACTOR (UTILITY).....$ 14.58 ** 0.00

OPERATOR: Asphalt Spreader and Distributor..................$ 17.25 0.00

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

TRAFFIC CONTROL: Flagger.......$ 11.45 ** 0.00

TRUCK DRIVER : HEAVY 7CY &

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

TRUCK DRIVER: 1/Single Axle

Truck............................$ 15.19 ** 0.00

TRUCK DRIVER: Fuel and

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

TRUCK DRIVER: HEAVY OVER 7

CY...............................$ 16.69 ** 0.00

TRUCK DRIVER: MULTI AXLE........$ 17.67 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 ($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.