K88_113806.pdf

COMMONWEALTH of VIRGINIA D E P A R T M E N T O F T R A N S P O R T A T I O N

1401 EAST BROAD STREET

RICHMOND, VIRGINIA 23219-2000

Stephen C. Brich, P.E.

Commissioner

February 6, 2024

Order No.:

Project:

FHWA:

District:

County:

Route:

K88 0003-088-715,M501

STP-5111(460)

FREDERICKSBURG

SPOTSYLVANIA

Bids: 10:00 AM. Wednesday, February 28, 2024

To Holders of Bid Proposals:

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

BID PROPOSAL

• Replace pages 201 and 202 in the proposal as all references to "Phase B" have been changed to "Phase 2" in the Special Provision for the Detailed Hourly Schedule of Operations and Work Plan (SOWP) Schedule Submittal for Phase 2.

• Replace pages 8 through 13 in the proposal as the 2023 wage rates have been replaced with the 2024 wage rates.

• Add pages 159-162 & 180 as the following Supplemental Specifications have been added: SS305-002020-02, SS308-2020-0l, SS309-002020-0l, and SS318-002020-0l.

• Replace Table of Contents.

David B. Coaker, P.E.

2024.02.05 15:16:27-05'00' David B. Coaker, P. E.

State Contract Engineer Construction Division Enclosures www.VirginiaDOT.org

WE KEEP VIRGINIA MOVING

ORDER NO.: K88

CONTRACT ID. NO.: C0000113806M01

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

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 3

FHWA NUMBER: STP-5111(460)

PROJECT NUMBER: 0003-088-715, D612, M501

COUNTY: SPOTSYLVANIA

DISTRICT: FREDERICKSBURG

DESCRIPTION: BRIDGE REPLACEMENT

FROM: 0.021 MI. W. OF LICK RUN

TO: 0.077 MI. E. OF LICK RUN

DATE BID SUBMITTED: 10:00 A.M. WEDNESDAY, FEBRUARY 28, 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

PROPOSAL GUARANTY

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

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

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

SIGNED, sealed and dated this Day of , 20

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

PROJECT NUMBER: 0003-088-715, D612, M501

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

(Principal*) (Surety Company)

By: By:

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

(Principal*) (Address)

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

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

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

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

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

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

**Attach copy of Power of Attorney

Form C-48

Rev. 2-23-11

COMMONWEALTH OF VIRGINIA

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION FORM (ALL BIDDERS)

PROJECT NO.: 0003-088-715, D612, M501 CONTRACT ID. NO.: C0000113806M01

FHWA NO: STP-5111(460) 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

SUBMITTED: 10:00 A.M. WEDNESDAY, FEBRUARY 28, 2024

PROJECT NUMBER: 0003-088-715, D612, M501

ROUTE NUMBER: 3

FHWA NUMBER: STP-5111(460)

DESCRIPTION: BRIDGE REPLACEMENT

FROM: 0.021 MI. W. OF LICK RUN

TO: 0.077 MI. E. OF LICK RUN

DISTRICT: FREDERICKSBURG COUNTY: SPOTSYLVANIA

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

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

COMPLETION DATE: NOVEMBER 7, 2024

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 01/04/2024Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000113806M01 0003-088-715, D612, M501 Order No.: K88

Oversight/State Project No.:

Federal Project No.: STP-5111(460)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit PriceApproximate 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

7.000

ATTD

0030 302SD20-0001

BEDDING MATL.AGGR.NO. 25

OR 26

TON

45.000

ATTD

0040 302SD20-0018

12" PIPE LF

28.000

0050 302SD20-0023

15" PIPE LF

42.000

0060 302SD20-0025

15" CONC. PIPE LF

122.000

0070 302SD20-0199

15" END SECTION ES-1 EA

4.000

0080 302SX20-0005

PRECAST BOX CULVERT

12' (W) x 8" (H)

LF

36.000

0090 303SD20-0004

GRADING LUMP SUM _________._____LUMP SUM

0100 303SD20-0006

EXTRA EXCAVATION CY

106.000

0110 303SD20-0013

GEOTEXTILE EMBANKMENT

STAB.

SY

385.000

0120 303SD20-0017

MINOR STR. EXCAV. BOX

CULVERT

CY

674.000

0130 303SD20-0023

CHECK DAM ROCK TY. II EA

11.000

Schedule of Items Page: 3

Proposal ID: C0000113806M01 0003-088-715, D612, M501 Order No.: K88

Oversight/State Project No.:

Federal Project No.: STP-5111(460)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit PriceApproximate Quantity and

UnitsDescription Item ID

Proposal Line

Number Dollars Cents Dollars Cents Spec No.

0140 303SD20-0028

DEWATERING BASIN EC-8 EA

1.000

0150 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

236.000

0160 303SD20-0034

TEMP. SILT FENCE TYPE A LF

1,347.000

0170 305SD20-0001

BORROW EXCAVATION CY

291.000

0180 308SD20-0012

AGGR. BASE MATL. TY. I NO.

21B

TON

1,067.000

0190 309SD20-0014

AGGR. MATERIAL VA SIZE #3

STONE

TON

150.000

0200 315SD20-0002

ASPHALT CONCRETE TY. SM-

12.5D CONST

TON

360.000

0210 315SD20-0005

ASPHALT CONCRETE TY. IM-

19.0D CONST

TON

253.000

0220 315SD20-0010

ASPHALT CONCRETE TY. BM-

25.0A CONST

TON

123.000

0230 315SX20-0011

SAW-CUT ASPH CONC FULL

DEPTH

LF

1,217.000

0240 413SX20-0002

DISM.& REM. EX. STR. 1014 LUMP SUM _________._____LUMP SUM

0250 414SD20-0003

EROSION CTRL. STONE CL. I,

EC-1

TON

195.000

0260 414SD20-0012

DRY RIPRAP CL.I 26" TON

53.000

Schedule of Items Page: 4

Proposal ID: C0000113806M01 0003-088-715, D612, M501 Order No.: K88

Oversight/State Project No.:

Federal Project No.: STP-5111(460)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit PriceApproximate Quantity and

UnitsDescription Item ID

Proposal Line

Number Dollars Cents Dollars Cents Spec No.

0270 414SD20-0055

DRY RIPRAP CL. A1 20" TON

2.000

0280 505SD20-0011

GUARDRAIL GR-MGS1 LF

338.000

0290 505SD20-0017

GUARDRAIL TERMINAL GR-

MGS2

EA

2.000

0300 505SD20-0018

GUARDRAIL END

ANCHORAGE GR-MGS3

EA

2.000

0310 505SD20-0019

GUARDRAIL HEIGHT

TRANSITION GR-MGS4

EA

1.000

0320 505SD20-0040

GUARDRAIL GR-10 LF

75.000

0330 505SD20-0073

REMOVE EXISTING

GUARDRAIL

LF

360.000

0340 508SD20-0004

DEMO. OF PAVEMENT

FLEXIBLE

SY

1,689.000

0350 511SD20-0001

ALLAYING DUST HR

100.000

0360 512SD20-0013

TYPE 3 BARRICADE 8' EA

6.000

0370 512SD20-0014

TEMPORARY SIGN SF

1,224.000

0380 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

103,635.000

0390 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

1,344.000

Schedule of Items Page: 5

Proposal ID: C0000113806M01 0003-088-715, D612, M501 Order No.: K88

Oversight/State Project No.:

Federal Project No.: STP-5111(460)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit PriceApproximate Quantity and

UnitsDescription Item ID

Proposal Line

Number Dollars Cents Dollars Cents Spec No.

0400 512SD20-0026

ELECTRONIC ARROW BOARD HR

5,824.000

0410 512SD20-0031

TRAFFIC BARRIER SER.

CONC. MB-7D PC

LF

60.000

0420 512SD20-0044

TEMP. PAVE. MARKER 1 WAY EA

218.000

0430 512SD20-0045

TEMP. PAVE. MARKER 2 WAY EA

219.000

0440 512SD20-0054

TEMP. PVMT MRKG TY. E, 6" LF

4,700.000

0450 512SD20-0061

TEMP. PVMT MRKG TY. D, CL.

III, 4"

LF

7,768.000

0460 512SD20-0063

TEMP. PVMT MRKG TY. D, CL.

III, 8"

LF

4,206.000

0470 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

0480 515SD20-0004

FLEXIBLE PAVE.PLANING 0"-

2"

SY

971.000

0490 517SD20-0002

CONSTRUCTION SURVEYING

MIN. PLAN

LUMP SUM _________._____LUMP SUM

0500 603SD20-0002

TEMPORARY SEED LB

50.000

0510 603SD20-0003

REGULAR SEED LB

78.000

0520 603SD20-0004

OVERSEEDING LB

63.000

Schedule of Items Page: 6

Proposal ID: C0000113806M01 0003-088-715, D612, M501 Order No.: K88

Oversight/State Project No.:

Federal Project No.: STP-5111(460)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit PriceApproximate Quantity and

UnitsDescription Item ID

Proposal Line

Number Dollars Cents Dollars Cents Spec No.

0530 603SD20-0008

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 2

SY

1,815.000

0540 603SD20-0009

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 3

SY

3,630.000

0550 603SD20-0014

FERTILIZER NITROGEN - N LB

50.000

0560 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

35.000

0570 603SD20-0016

FERTILIZER POTASSIUM - K LB

35.000

0580 603SD20-0017

LIME TON

2.750

0590 606SD20-0005

ROLLED EROSION CTRL

PRODUCT EC-3 TYPE 1

SY

354.000

0600 700SD20-0034

SIGN POST STP-1, 2", 14

GAUGE

LF

10.000

0610 700SD20-0038

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

1.000

0620 701SD20-0001

SIGN PANEL SF

3.000

0630 702SD20-0002

FLEXIBLE POST DELINEATOR EA

64.000

0640 704SD20-0006

TYPE B CLASS I PVMT LINE

MRKG 4"

LF

1,840.000

0650 704SD20-0010

TYPE B CLASS I PVMT LINE

MRKG 24"

LF

26.000

Schedule of Items Page: 7

Proposal ID: C0000113806M01 0003-088-715, D612, M501 Order No.: K88

Oversight/State Project No.:

Federal Project No.: STP-5111(460)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit PriceApproximate Quantity and

UnitsDescription Item ID

Proposal Line

Number Dollars Cents Dollars Cents Spec No.

0660 704SD20-0032

INLAID PAVEMENT MARKER

ASPHALT

EA

10.000

ATTD

0670 704SD20-0059

SYMB MRKG LANE

REDUCTION ARR TY B CL I

EA

4.000

0680 704SP20-0001

REMOVAL OF SRPM EA

10.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000113806M01 K88

Contract ID:

Order No.:

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

FORM C-21B

Rev 12-21-05

0001 REGULAR BID ITEMSSECTION:

ltem Description Fuel Factor gal/unit Option Item

Number

_______BEDDING MATL.AGGR.NO. 25 OR 26 0.400302SD20-

_______EXTRA EXCAVATION 0.290303SD20-

_______MINOR STR. EXCAV. BOX CULVERT 0.290303SD20-

_______SILTATION CONTROL EXCAVATION 0.290303SD20-

_______BORROW EXCAVATION 0.290305SD20-

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

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

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

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

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

_______DRY RIPRAP CL.I 26" 4.000414SD20-

_______DEMO. OF PAVEMENT FLEXIBLE 0.200508SD20-

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

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Steel Price Adjustment

C0000113806M01 K88

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 TERMINAL GR-MGS2505SD20-

_______GUARDRAIL END ANCHORAGE GR-MGS3505SD20-

_______GUARDRAIL HEIGHT TRANSITION GR-MGS4505SD20-

_______GUARDRAIL GR-10505SD20-

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

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000113806M01 K88

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

ASPHALT CONCRETE TY. SM-12.5D CONST315SD20-0002

ASPHALT CONCRETE TY. IM-19.0D CONST315SD20-0005

ASPHALT CONCRETE TY. BM-25.0A CONST315SD20-0010

Determination of Major Items

1C0000113806M01Contract ID:

ltem Description Item

Number

PRECAST BOX CULVERT 12' (W) x 8" (H)302SX20-0005

Form C-111

Rev. 2-15-11

MINIMUM DBE REQUIREMENTS

PROJECT NO: 0003-088-715, D612, M501

FHWA NO: STP-5111(460)

* * * 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 12.00%

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.: 0003-088-715, D612, M501

FHWA NO: STP-5111(460)

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:

REVISED 2/5/2024

REVISED 2/5/2024

cn100-000026-08 GENERAL PROJECT REQUIREMENTS, SUPPLEMENTAL SPECIFICATIONS

(SSs), SPECIAL PROVISIONS (SPs) AND SPECIAL PROVISION COPIED NOTES (SPCNs)

This project shall be constructed according to: the plans; the Virginia Department of Transportation Road and Bridge Specifications, dated 2020 and the Supplement thereto, dated 2022; the Virginia Department of Transportation Road and Bridge Standards, dated 2016, with revisions issued online as of the advertisement date for this project incorporated; the 2011 edition of the Virginia Work Area Protection Manual with Revision Number 2.1 incorporated, dated November 1, 2020; the 2009 edition of the MUTCD with Revision Numbers 1 and 2 incorporated, dated May 2012; and the 2011 edition of the Virginia Supplement to the MUTCD with Revision Number 1 dated September 30, 2013; and the Supplemental Specifications, Special Provisions and Special Provision Copied Notes in this contract. The status in the Contract of each of these documents will be according to Section 105.12 of the Specifications.

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

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

4-4-22 (SPCN)

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

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

1-18-17 (SPCN)

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn315-000100-00.docx cn522-000140-00 PROTECTION OF NESTING BIRDS DURING STRUCTURE DEMOLITION — Active nests of migratory birds have been identified on bridge structure number 1014 listed in this Contract. A Time of Year Restriction (TOYR), from March 15 through August 15, applies to any activity that requires removal of any active nests or contents. The Contractor may proceed with other work activities that do not result in removal of active nests or contents.

7-10-19 (SPCN)

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

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

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

8-11-21 https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2020_Standard_Specifications/cn704-000200-00.docx

INTERIM COMPLETION INCENTIVE

Interim Completion is defined as completing all work necessary, as determined and accepted by the

Engineer, to safely reopen all Rte. 3 Westbound and Eastbound lanes to traffic so that the facility can be safely and effectively used by the public or the Department for the intended purposes without further delays, disruptions, or other impediments. The work that must be completed includes, but is not limited to, excavation and demolishing of the existing structure, installation of the precast box culvert, backfilling, all widening and roadway work within project limits through the intermediate asphalt layer, installing temporary pavement markings, signage, guardrail installation, and all other work necessary to reopen all Rte. 3

Westbound and Eastbound lanes safely to traffic. All work shall be done in accordance with the 2020 VDOT

Road and Bridge Specifications.

• Interim Completion Date and Time is the date and time on or before which all work required for

Interim Completion must be completed. The primary Interim Completion timeframe shall match the

Primary Closure Period. The Interim Completion Date and Time shall match the “Closure End Date and Time” as defined herein for the utilized Closure Period.

Allowable Weeks for Route 3 Westbound Road Closure

Allowable Week Closure Start Date and Time

Closure End Date and Time Closure Period

2nd Week of

September

September 13, 2024

9:00 PM

September 16, 2024

12:00 PM

Primary Closure Period

3rd Week of

September

September 20, 2024

9:00 PM

September 23, 2024

12:00 PM

Alternate Closure Period

(if allowed)

4thWeek of

September

September 27, 2024

9:00 PM

September 30, 2024

12:00 PM

Alternate Closure Period

(if allowed)

Hourly Incentive: The Department will pay an incentive of $3,750 per fifteen-minute interval for each interval before the Interim Completion Date and Time for which Interim Completion is achieved. This incentive will be paid for as part of the monthly progress estimate due to the Contractor following Interim

Completion. The Department will not pay any incentive for Interim Completion after the Interim Completion

Date and Time. Delays resulting from weather, the Contractor’s actions, or actions of others within the

Contractor’s control or influence will not be considered grounds to modify the Interim Completion Date and

Time. This incentive will be capped at $150,000.

1-4-24 (SPCN)

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

Two lanes in both the Eastbound and Westbound directions of Route 3 shall be maintained throughout the project limits at all times unless otherwise allowed in writing by the Engineer or permitted herein.

A full closure of Route 3 WB will only be allowed for a single Closure Period. A closure period is defined as the time between the “Closure Start Date and Time” and “Closure End Date and Time” in the below table.

The Contractor shall use the Primary Closure Period as shown below to achieve Interim Completion as defined herein. Alternate Closure Periods are shown in the table below for unexpected or unavoidable events and shall only be allowed with prior approval from the Engineer. Delays resulting from weather, the Contractor’s actions, or actions of others within the Contractor’s control or influence will not be considered grounds to modify the Interim Completion Date and Time. The Engineer shall approve in writing any request to use an Alternate Closure Period in lieu of the Primary Closure Period. Interim Completion shall be achieved within a single Closure Period. If interim completion is not achieved within a single Closure Period, the Contractor shall be assessed lane rental fees as defined herein.

Allowable Weeks for Route 3 Westbound Road Closure

Allowable Week Closure Start Date and

Time

Closure End Date and

Time Closure Period

2nd Week of

September

September 13, 2024

9:00 PM

September 16, 2024

12:00 PM

Primary Closure Period

3rd Week of

September

September 20, 2024

9:00 PM

September 23, 2024

12:00 PM

Alternate Closure Period

(if allowed)

4thWeek of

September

September 27, 2024

9:00 PM

September 30, 2024

12:00 PM

Alternate Closure Period

(if allowed)

Interim Completion is defined as completing all work necessary, as determined and accepted by the

Engineer, to safely reopen all Rte. 3 Westbound and Eastbound lanes to traffic so that the facility can be safely and effectively used by the public or the Department for the intended purposes without further delays, disruptions, or other impediments. The work that must be completed includes but is not limited to excavation and demolishing of the existing structure, installation of the precast box culvert, backfilling, all widening and roadway work within project limits through the intermediate asphalt layer, installing temporary pavement markings, signage, guardrail installation, and all other work necessary to reopen all Rte. 3 Westbound and

Eastbound lanes safely to traffic. All work shall be done in accordance with the 2020 VDOT Road and

Bridge Specifications.

• Interim Completion Date and Time is the date and time on or before which all work required for Interim Completion must be completed. The primary Interim Completion timeframe shall match the Primary Closure Period. The Interim Completion Date and Time shall match the “Closure End Date and Time” as defined herein for the utilized Closure Period.

Lane Rental fees will be assessed for failure to achieve interim completion by the Interim Completion Date and Time as defined herein. Lane Rental fees will be assessed at a rate of $3,750 per fifteen-minute interval, rounded to the nearest fifteen-minute interval, until Interim Completion is achieved. This fee is assessed as road user costs resulting from the Contractor’s delay.

1-4-24 (SPCN)

BEDDING MATERIAL AGGREGATE NO. 25 OR 26 shall conform to Section 205 of the Specifications and shall be placed in accordance with Section 302 of the Specifications except as modified herein. The aggregate shall be placed at locations shown on the plans or as directed by the Engineer. Bedding material aggregate No. 25 or 26 will be measured in tons and will be paid for at the Contract ton price. This price shall include furnishing, placing, and compacting.

Payment will be made under:

Pay Item Pay Unit

Bedding material aggr. No. 25 or 26 Ton

4-10-20 (SPCN)

REQUIRED ATTENDANCE OF PROJECT SHOWING - Section 102.04(a) of the Specifications is amended to include the following:

Prospective Bidders are hereby advised that attendance of the Project Showing is a prerequisite for submitting a bid proposal for this project. The "Notice of Advertisement for Bids" will designate the date, time and location for showing the work for interested parties. Prospective Bidders shall register in writing with the Engineer at the Project Showing and all attending parties will be noted in the Project Showing letter. Failure on the part of the Prospective Bidder to attend the Project Showing for this project and to register with the Engineer will be cause for rejection of the Bidder's proposal.

At the Required Showing all prospective bidders will be provided a copy of the schedule and plans for the Route 3 Bridge Replacement over Lick Run to take into consideration in developing a bid for this project.

12-5-23 (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)

REMOVAL OF SNOW-PLOWABLE RAISED PAVEMENT MARKERS DURING TRAVEL LANE SHIFTS

– The Contractor shall locate, remove, and dispose of all existing asphalt-embedded Snowplowable Raised Pavement Marker (SRPM) castings which lie within the travel path when traffic lanes are shifted during construction for three months or longer. The cavity left by the removal of the existing marker shall be cleaned of debris, filled with an approved mix design for resurfacing or material found on the Department’s Approved List 78, and compacted before shifting traffic. The cost for performing this work shall be included in the price bid for other appropriate items of work.

3-3-20 (SPCN)

CONTRACTOR MAINTENANCE OF TEMPORARY MARKINGS – The second, third, and fourth paragraphs of Section 512.03(k)3 of the Specifications will also apply to Sections 512.03(k)1 and 512.03(k)2 of the Specifications.

6-13-17 (SPCN)

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

1-17-18 (SPCN)

http://www.virginiadot.org/business/resources/Materials/ApprovedLists/Materials_Approved_Lists.pdf#page=200

"General Decision Number: VA20240191 01/05/2024

Superseded General Decision Number: VA20230191

State: Virginia

Construction Type: Highway

Counties: Fredericksburg* and Spotsylvania Counties in Virginia.

*including the independent city of Fredericksburg

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 |

ORDER NO.: K88

CONTRACT ID. NO.: C0000113806M01

REVISED

2/5/2024

|30, 2022: | $12.90 per hour (or the | | | applicable wage rate listed| | | on this wage determination,| | | if it is higher) for all | | | hours spent performing on | | | that contract in 2024. |

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.

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

Modification Number Publication Date 0 01/05/2024

ELEC0080-011 12/01/2021

Rates Fringes

ELECTRICIAN, Includes Traffic Signalization....................$ 30.55 11.51

PLAS0891-011 06/01/2020

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 20.70 8.03

SUVA2016-076 07/02/2018

Rates Fringes

CARPENTER, Includes Form Work....$ 20.97 0.00

FENCE ERECTOR....................$ 15.28 ** 0.00

IRONWORKER, REINFORCING..........$ 34.18 0.00

IRONWORKER, STRUCTURAL...........$ 34.18 0.00

ORDER NO.: K88

CONTRACT ID. NO.: C0000113806M01

REVISED

LABORER: Asphalt, Includes Raker, Shoveler, Spreader and Distributor......................$ 19.05 1.75

LABORER: Common or General......$ 16.66 ** 3.07

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

LABORER: Pipelayer..............$ 20.48 0.00

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

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 23.93 0.00

OPERATOR: Bobcat/Skid Steer/Skid Loader................$ 19.00 3.49

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

OPERATOR: Crane.................$ 29.46 0.00

OPERATOR: Drill.................$ 24.89 0.00

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

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

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

OPERATOR: Loader................$ 18.92 0.00

OPERATOR: Mechanic..............$ 22.84 0.00

OPERATOR: Milling Machine.......$ 23.19 2.94

OPERATOR: PAVEMENT PLANER

GROUNDSMEN.......................$ 19.75 0.00

OPERATOR: PAVEMENT PLANER.......$ 21.14 0.00

OPERATOR: Paver (Asphalt, Aggregate, and Concrete).........$ 20.33 2.81

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

OPERATOR: Roller (Finishing)....$ 18.73 3.23

OPERATOR: Roller................$ 18.92 0.00

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

OPERATOR: Asphalt Spreader and Distributor..................$ 20.58 2.31

OPERATOR: Bulldozer, Including Utility................$ 20.64 0.00

PAVEMENT MARKING OPERATOR........$ 22.15 0.00

PAVEMENT MARKING TRUCK DRIVER....$ 18.78 0.00

TRAFFIC CONTROL: Flagger.......$ 13.64 ** 0.00

TRUCK DRIVER : HEAVY 7CY &

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

TRUCK DRIVER: Fuel and Lubricant Service................$ 18.25 0.00

TRUCK DRIVER: HEAVY OVER 7

CY...............................$ 18.05 0.00

TRUCK DRIVER: Single & Multi Axle.............................$ 18.84 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

ORDER NO.: K88

CONTRACT ID. NO.: C0000113806M01

REVISED

Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (iii)).

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

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing

ORDER NO.: K88

CONTRACT ID. NO.: C0000113806M01

REVISED

the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

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

Survey Rate Identifiers

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

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

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

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

ORDER NO.: K88

CONTRACT ID. NO.: C0000113806M01

REVISED

U.S. DEPARTMENT OF LABOR

OFFICE OF THE SECRETARY

WASHINGTON

DECISION OF THE SECRETARY

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

A study has been made of wage conditions in the locality and based on information available to the Department of Labor the wage rates and fringe payments listed are hereby determined by the Secretary of Labor as prevailing for the described classes for labor in accordance with applicable law.

This wage determination decision and any modifications thereof during the period prior to the stated expiration date shall be made a part of every contract for performance of the described work as provided by applicable law and regulations of the Secretary of Labor, and the wage rates and fringe payments contained in this decision, including modifications, shall be the minimums to be paid under any such contract and subcontractors on the work.

The Contracting Officer shall require that any class of laborers and mechanics which is not listed in the wage determination and which is to be employed under the Contract, shall be classified or reclassified conformably to the wage determination, and a report of the action taken shall be sent by the Federal agency to the Secretary of Labor.