K70_119817.pdf

ORDER NO.: K70

CONTRACT ID. NO.: C000119817B13B

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

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 81

FHWA NUMBER: NHPP-BR02 (458)

PROJECT NUMBER: 0081-077-791, B613, B614

COUNTY: PULASKI

DISTRICT: SALEM

DESCRIPTION: BRIDGE DECK OVERLAY

FROM: 1.16 MI. TO INT. RTE.99

TO: 2.73 MI. TO INT. RTE.100

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

Form C-118 Rev. 7-6-05

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

NOTICE TO BIDDERS

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

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

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

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

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

5. Bid bonds shall conform to Section 102.07. The bid bond number shall be placed in the appropriate space in your electronic bid. As an alternative you may complete the bottom line of the Form C-24. This form may be mailed or faxed but must be received prior to the opening of the bids.

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

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

Form C-24 Rev. 7-6-05

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

PROPOSAL GUARANTY

KNOW ALL MEN BY THESE PRESENTS, THAT WE As principal, and Surety, are held and firmly bound unto the Commonwealth of Virginia as obligee, in the amount of FIVE PERCENT OF THE DOLLAR VALUE OF THE

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

SIGNED, sealed and dated this Day of , 20

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

PROJECT NUMBER: 0081-077-791,B613,B614

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

(Principal*) (Surety Company)

By: By:

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

(Principal*) (Address)

By: By:

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

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

By: By:

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

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

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

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

**Attach copy of Power of Attorney

Form C-48 Rev. 2-23-11

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION FORM (ALL BIDDERS)

PROJECT NO.: 0081-077-791,B613,B614 CONTRACT ID. NO.: C000119817B13B

FHWA NO: NHPP-BR02 (458) 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

PAGE 1 of

TERMS OF THE PROPOSAL\CONTRACT

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

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

PROJECT NUMBER: 0081-077-791, B613, B614

ROUTE NUMBER: 81

FHWA NUMBER: NHPP-BR02 (458)

DESCRIPTION: BRIDGE DECK OVERLAY

FROM: 1.16 MI. TO INT. RTE.99

TO: 2.73 MI. TO INT. RTE.100

DISTRICT: SALEM COUNTY: PULASKI

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: DECEMBER 6, 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 11/17/2023Date Printed:

Schedule of Items Page: 2

Proposal ID: C000119817B13B 0081-077-791, B613, B614

Order No.: K70

Oversight/State Project No.:

Federal Project No.: NHPP-BR02(458)

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.

CY

50.000

TON

68.000

LF

1,200.000

SY

134.000

SY

133.000

TON

468.000

TON

824.000

SY

3,222.000

LB

4,600.000

EA

750.000

SY

136.000

303SD20-0006

EXTRA EXCAVATION

305SD20-0010

AGGR. MATL. NO. 1

315SD20-0015

RUMBLE STRIP CYLINDRICAL

ASPHALT

315SD20-0019

LIQUID ASPHALT COATING

(RUMBLE STRIP) - NBL

315SD20-0019

LIQUID ASPHALT COATING

(RUMBLE STRIP) - SBL

315SD20-0029

ASPH. CONC. TY. SM-9.5D

MAINT

321SD20-0003

ASPH. CONC. TY. BM-25.0 T

MAINT

404SD20-0020

BRIDGE DECK GROOVING

MAINT.

406SD20-0013

CR REINF. STEEL CL. III SPR.

STRUCT. MAINT.

412SD20-0017

EMBEDDED GALVANIC

ANODES

412SD20-0018

CONC. SURFACE COLOR

COATING MAINT.

412SD20-0034

H.E.S. PATCHING TYPE B SY

8.000

Schedule of Items Page: 3

Proposal ID: C000119817B13B 0081-077-791, B613, B614

Order No.: K70

Oversight/State Project No.:

Federal Project No.: NHPP-BR02(458)

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 412SD20-0036

H.E.S. PATCHING TYPE C SY

20.000

0140 412SD20-0037

DECK SLAB CLOSURE SY

70.000

0150 412SD20-0039

EXPANSION JOINT REMOVAL LF

340.000

0160 412SD20-0046

BACK WALL

RECONSTRUCTION HES

LF

160.000

0170 412SD20-0049

CONC. SUPERSTR. SURFACE

REPAIR

SY

52.000

0180 412SD20-0061

CONCRETE SUBSTRUCT.

SURFACE REPAIR

SY

130.000

0190 420SD20-0019

ADHESIVE BASED JT.

SEALER CL. I, 1-1/2" MAINT.

LF

354.000

0200 425SD20-0001

REMOVE ASPHALT

CONCRETE OVERLAY

SY

268.000

0210 425SD20-0003

TYPE A MILLING 1" SY

3,238.000

0220 425SD20-0015

PLACE VERY EARLY

MOD.CONC.OVERLAY

SY

3,222.000

0230 425SD20-0022

TYPE A HYDRO-DEMOLITION

1/2"

SY

3,222.000

0240 425SX20-0004

FURN VERY EARLY LATEX

MOD CONC. 1-1/4" to 1-

3/4" (NBL)

CY

86.000

ATTD

Schedule of Items Page: 4

Proposal ID: C000119817B13B 0081-077-791, B613, B614

Order No.: K70

Oversight/State Project No.:

Federal Project No.: NHPP-BR02(458)

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.

0250 425SX20-0004

FURN VERY EARLY LATEX

MOD CONC. 1-1/'4" to 1-

3/4" (SBL0

CY

86.000

0260 512SD20-0014

TEMPORARY SIGN SF

1,183.000

0270 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

1,100.000

0280 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

21,975.000

0290 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

14,520.000

0300 512SD20-0026

ELECTRONIC ARROW BOARD HR

1,100.000

0310 512SD20-0029

WARNING LIGHT TY. B DAY

600.000

0320 512SP20-0002

MAINTENANCE OF TRAFFIC

MAINT. OF NAVIGATION

LUMP SUM _________._____LUMP SUM

ATTD

0330 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

0340 515SD20-0004

FLEXIBLE PAVE.PLANING 0"-

2"

SY

370.000

0350 704SD20-0002

TYPE A PVMT LINE MRKG 6" LF

2,000.000

0360 704SD20-0027

TYPE B CLASS VI PVMT LINE

MRKG 6"

LF

2,040.000

Schedule of Items Page: 5

Proposal ID: C000119817B13B 0081-077-791, B613, B614

Order No.: K70

Oversight/State Project No.:

Federal Project No.: NHPP-BR02(458)

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 704SD20-0031

TYPE B CLASS VI CONTRAST

PVMT LINE MRKG 6"

LF

1,665.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C000119817B13B

K70

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

_______EXTRA EXCAVATION 0.290303SD20-

_______AGGR. MATL. NO. 1 0.600305SD20-

_______ASPH. CONC. TY. SM-9.5D MAINT 3.500315SD20-

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

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Steel Price Adjustment

C000119817B13B

K70

Contract ID:

Order No.:

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

Rev 12-21-08

FORM C-21C

0001 REGULAR BID ITEMSSECTION:

ltem Description Option Item

Number

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

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C000119817B13B

K70

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

LIQUID ASPHALT COATING (RUMBLE STRIP)315SD20-0019

LIQUID ASPHALT COATING (RUMBLE STRIP)315SD20-0019

ASPH. CONC. TY. SM-9.5D MAINT315SD20-0029

ASPH. CONC. TY. BM-25.0 T MAINT321SD20-0003

Determination of Major Items

1C000119817B13BContract ID:

ltem Description Item

Number

PLACE VERY EARLY MOD.CONC.OVERLAY425SD20-0015

TYPE A HYDRO-DEMOLITION 1/2"425SD20-0022

CONCRETE SUBSTRUCT. SURFACE REPAIR412SD20-0061

CONC. SUPERSTR. SURFACE REPAIR412SD20-0049

Form C-111

Rev. 2-15-11

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

MINIMUM DBE REQUIREMENTS

PROJECT NO: 0081-077-791,B613,B614

FHWA NO: NHPP-BR02 (458)

* * * 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 1.00%

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.: 0081-077-791,B613,B614

FHWA NO: NHPP-BR02 (458)

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:

Form C-112 Rev. 3-1-11

Second Tier Subcontractor If Applicable:

By:

Signature Title

Date:

Third Tier Subcontractor If Applicable

By:

Signature Title

Date:

DBE Contractor

By:

Signature Title

Date:

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

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

CN105-000110-00 SEC. 105.01—NOTICE TO PROCEED (THIS CONTRACT) 7-12-16 (SPCN) 1

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

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

*DRUG-FREE WORKPLACE 7-3-19 (SPCN) 2

CQ107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY 5-11-22 3

SEALING RUMBLE STRIPS IN NEW PAVEMENT 4

CQ512-000321-00 CONTRACTOR MAINT. OF TEMP. MARKINGS 6-13-17 (SPCN) 4

SECTION 108.02—LIMITATION OF OPERATIONS 5

PROTECTION OF BAT SPECIES 1-3-22 (SPCN) 8

SECTION 425—RIGID CONCRETE BRIDGE DECK OVERLAYS 10-20-23 (SPCN) 8

SALEM DISTRICT TRAFFIC QUANTITY 9-19-23 (SPCN) 8

SALEM DISTRICT CONCRETE REMOVAL 9-19-23 (SPCN) 9

SALEM DISTRICT ENVIRONMENTAL REQUIREMENTS 9-19-23 (SPCN) 9

SP0F0-000100-00 PREDETERMINED MIN. WAGE RATES R-7-12-16 10

SP0F0-000130-02 FHWA 1273—REQ. PROVISIONS, FED-AID 10-3-23 17

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 43

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 49

*SP102-000510-02 USE OF DOMESTIC MATERIAL 12-19-18 50

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 52

*SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1-21-20 53

SP107-001510-02 SEC. 107.15 (DBES) 8-18-17 55

*SP107-003000-01 BUILD AMERICA, BUY AMERICA ACT RQTS FOR CONST MATS 6-8-23 75

SP108-000100-01 PROG. SCHED. FOR CAT. I PROJECTS 3-21-22 77

*SP109-000100-04 ASPHALT MATERIAL PRICE ADJUSTMENT 6-29-23 92

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 93

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 95

SP515-000100-00 COLD PLANE (MILL) ASPHALT CONC. OPERATIONS 7-12-16 100

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 105

SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 107

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 108

MAINTENANCE OF NAVIGATION 11-29-21 112

SS109-002020-01 SEC. 109—MEASUREMENT AND PAYMENT 5-1-23 113

*SS211-002020-02 SECT 211 – ASPHALT CONCRETE 5-15-23 116

*SS220-002020-01 SEC. 220 – CONCRETE CURING MATERIALS 8-28-20 121

SECTION 223 – STEEL REINFORCEMENT 04/04/2023 122

*SS234-002020-01 SECTION 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 123

*SS235-002020-01 SECTION 235 – RETROREFLECTORS 5-6-22 124

SS236-002020-01 SECTION 236 – WOOD PRODUCTS 5-14-21 125

*SS246-002020-02 SECTION 246 – PAVEMENT MARKING 5-6-22 129

SECTION 248 – STONE MATRIX ASPHALT CONCRETE 5-26-23 137

SS315-002020-04 SECTION 315 – ASPHALT CONCRETE PLACEMENT 6-16-23 139

SS321-002020-02 SECTION 321 – TRENCH WIDENING 4-4-23 157

*SS407-002020-02 SEC. 407 – STEEL & METAL STRUCT 11-01-22 159

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

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

*SS704-002020-02 SECTION 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 177

TABLE OF CONTENTS FOR PROVISIONS

cn100-000026-08 GENERAL PROJECT REQUIREMENTS, SUPPLEMENTAL SPECIFICATIONS (SSs), SPECIAL PROVISIONS (SPs) AND SPECIAL PROVISION COPIED NOTES (SPCNs)

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

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

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

4-4-22 (SPCN)

cn105-000110-00 SECTION 105.01—NOTICE TO PROCEED — The Notice to Proceed date for this contract will be March 17, 2024.

7-12-16 (SPCN) [formerly cn105-010100-00] https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn105-000110-00.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn105-010100-00.docx cn315-000100-00 SECTION 315.05(c) PLACING AND FINISHING is modified by replacing the third paragraph with the following:

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

1-18-17 (SPCN)

cn522-000300-00 PROTECTION OF NESTING BIRDS DURING BRIDGE MAINTENANCE — If bird nests are found on a bridge included in the Contract, the Contractor shall immediately notify the Engineer and suspend all work in the immediate vicinity of the nests until authorized to continue. The Contractor may proceed with other work activities that do not result in removal of nests or nest contents.

7-24-20 (SPCN)

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)

https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/cn315-000100-00.docx https://outsidevdot.cov.virginia.gov/P0JQP/2020%20Standard%20Specifications/cn522-000300-00.docx cq107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY

Section 107.14(a)1 – Required by §2.2-4201 and §2.2-4311 of the Code of Virginia is replaced with the following:

1. Required by §2.2-4201 and §2.2-4311 of the Code of Virginia: During the performance of this Contract, the Contractor agrees as follows:

a. The Contractor shall not discriminate against any employee or applicant for employment because of race, religion, color, sex, or national origin, age, disability, or other basis prohibited by state law relating to discrimination in employment, except where religion, sex, or national origin is a bona fide occupational qualification reasonably necessary to the normal operation of the Contractor. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices setting forth the provisions of this nondiscrimination clause, including the names of all contracting agencies with which the Contractor has contracts of over $10,000.

b. The Contractor shall, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that such contractor is an equal opportunity employer. However, notices, advertisements and solicitations placed in accordance with federal law, rule or regulation shall be deemed sufficient for the purpose of meeting the requirements of this chapter.

c. If the Contractor employs more than five employees, the Contractor shall (i) provide annual training on the Contractor's sexual harassment policy to all supervisors and employees providing services in the Commonwealth, except such supervisors or employees that are required to complete sexual harassment training provided by the Department of Human Resource Management, and

(ii) post the Contractor's sexual harassment policy in (a) a conspicuous public place in each building located in the Commonwealth that the Contractor owns or leases for business purposes and (b) the Contractor's employee handbook.

The Contractor shall include the provisions of subdivisions a, b, and c in every subcontract or purchase order of over $10,000, so that such provisions shall be binding upon each subcontractor or vendor.

Nothing contained in this chapter shall be deemed to empower any agency to require any contractor to grant preferential treatment to, or discriminate against, any individual or any group because of race, color, religion, sex, or national origin on account of an imbalance that may exist with respect to the total number or percentage of persons of any race, color, religion, sex, or national origin employed by such contractor in comparison with the total number or percentage of persons of such race, color, religion, sex, or national origin in any community or in the Commonwealth.

5-11-22 (SPCN)

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

8-29-19 (SPCN)

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

6-13-17 (SPCN)

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

No lane closures are allowed on I-81 on the weekend of any Virginia Tech Home Football Game, unless otherwise approved by the Engineer. For any Thursday night Virginia Tech Home Football Game, no lane closures will be allowed on I-81 that Thursday or Friday, unless otherwise approved by the Engineer.

No lane closures are allowed on I-81 on the weekend of Virginia Tech Graduation or Radford University Graduation, unless otherwise approved by the Engineer.

No lane closures are allowed on I-81 from the Wednesday prior to, until the Monday after, Virginia Tech student move in dates and/or Radford University student move in dates.

The Contractor must complete all shoulder trenching and shoulder paving prior to any other bridge superstructure work.

Once the Contractor mills a bridge deck, work must be continuously prosecuted until all superstructure work on that bridge is completed. The Contractor may request that the Engineer allow work to begin on another lane of a bridge prior to completion of the concrete surface color coating, and false-work removal.

Prior to beginning any work at this location, the Contractor shall submit a detailed work plan to the Engineer for review and approval. The work plan shall include complete details of the planned work including; time schedules, manpower requirements, equipment needs for each element, staging areas and sketches as needed. The overlay work plan elements will be for shoulder rehabilitation, false work, deck slab closure, deck patching operations, milling, hydro-milling and placing of latex and asphalt overlays, and incidental items that include concrete superstructure and substructure surface repairs, deck grooving, joint placement, concrete surface color coating, rumble strips and roadway stripping. No work will be allowed to begin until the Department has completed a review of the proposed work plan and provided final approval. The Department will respond to the Contractor’s submission within 10 business days by approving the work plan, approving the work plan with comments/conditions or noting deficiencies in the plan and requiring a resubmission.

Once the Contractor begins concrete substructure surface repairs and concrete superstructure surface repair work on a bridge, work must be continuously prosecuted until all such work on the bridge is completed.

If roadway approaches are not paved prior to opening to traffic, a hot-mix asphalt wedge will be constructed that provided a smooth transition from the milled asphalt surface to the bridge deck overlay.

Once the bridge deck overlay is completed, the Contractor has 48 hours to complete approach paving.

In order to allow for the completion of the bridge deck overlay, the Contractor may close a single lane on NB I-81 for up to 15 continuous hours and SB I-81 for up to 15 continuous hours during the periods designated below. The NB and SB lane closures cannot occur simultaneously. The Contractor is responsible for chipping out abutment and pier joints in accordance with the plans within the 15-hour closure period. Cold joints mid span are not allowed. The Contractor should end a work shifts latex modified concrete overlay at an existing joint. Each bridge will be allowed up to twenty 15-hour lane closures. 15-hour continuous lane closures will only be allowed during the following hours:

North Bound Route I-81 over Peak Creek.

6:00 PM through 9:00 AM

South Bound Route I-81 over Peak Creek 7:00 PM through 10:00 AM

In the event that during the 15-hour lane closures, the allocated time limits are exceeded and the Contractor fails to restore all traffic for any lane of I-81 by the allotted time, a User Fee will be assessed at the rates in the following table and calculated in accordance with example #2. These fees will be deducted from the next monthly progress estimate.

The Contractor may close a single lane on I-81 five days a week, Sunday night through Friday morning, between 8:00 PM and 6:00 AM.

In the event that the allocated time limits are exceeded and the Contractor fails to restore all traffic for any lane of I-81 in by 7:00 AM a User Fee will be assessed. The User Fees for failure to restore all lanes to traffic by the designated time will be assessed at the rates in the following table and calculated in accordance with the following example #1. These fees will be deducted from the next monthly progress estimate.

Should the hours exceed the hours shown in the table for I-81 – Pulaski County (daily) Sunday through Friday mornings (i.e. 7 AM to Noon) to re-open lane(s), the cumulative User Fee’s shall be increased by an additional $3,000.00 per hour, or any fraction there of (see example #2).

I-81 – Pulaski County (daily)

User Fee’s Cumulative Fee’s for failure to remove lane closure and restore traffic by 7:00 AM:

Hours

$100 $100 First Hour or any fraction – 7 to 8 AM

$250 $350 Second Hour or any fraction – 8 to 9 AM

$700 $1,050 Third Hour or any fraction – 9 to 10 AM

$1,700 $2,750 Fourth Hour or any fraction – 10 to 11 AM

$2,400 $5,150 Fifth Hour or any fraction – 11 to Noon

User Fee’s Calculation Examples:

Example #1:

If Lane Closure remains in place until 8:40AM, the resulting fee will be calculated as follows:

7 to 8 AM = $100 (for first hour)

8 to 8:40 AM = 40/60 hours x $250 = $166 (fraction of second hour)

Total User Fee = $100 + $166 = $266

Example #2:

If Lane Closure remains in place for SBL until 12:50 PM, the resulting fee will be calculated as follows:

11 AM – Noon = $5,150 (for first hour)

Noon to 12:50 PM = 50/60 hours x $3,000.00 = $2,500 (fraction of sixth hour)

Total User Fee = $5,150 + $2,500.00 = $7,650

For the purposes of this provision restoration of traffic shall mean the opening of all traffic lanes to traffic including the completion of all construction work, the removal or relocation of all work zone traffic control devices and signs to their approved site as determined by the Engineer, and removal of all workers, materials and equipment from the roadway.

These fees are imposed, not as a penalty, but in order to minimize the impact of lane closures and construction operations on roadway users. The fee amount is based on daily road user costs, which are defined as representing the average daily cost of interference and inconvenience to the road user.

The Contractor waives any defense as to the validity of any fees stated in the Contract, the Contract Documents or these Specifications and assessed by the Department against the Contractor on the grounds that such fees are void as penalties or are not reasonably related to actual damages.

Any liquidated damages assessed in accordance with Section 108.06 of the Specifications will be in addition to the any fees assessed as shown herein.

10-19-23 (SPCN)

PROTECTION OF BAT SPECIES — The work must be accomplished at night. In addition the night work below the bridge or that penetrates through the bridge deck of Federal Structure #14471 can only be conducted during the time frame of one hour after sunset and one hour before sunrise with no activities below the deck being conducted from 10:00 PM to Midnight.

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.

1-3-22 (SPCN)

SECTION 425—RIGID CONCRETE BRIDGE DECK OVERLAYS of the Specifications is amended as follows:

SECTION 425.03(b) Overlays is amended to include the following:

Bond Strength, minimum at 7 days, VTM 92: 150 psi. The Contractor shall obtain a minimum of one bond strength test result per structure or as directed by the Engineer. Tests shall be done one or more days after the overlay is placed and at a time when the lane can be closed to traffic with minimum inconvenience to the public. A test result shall consist of an average of three test locations.

SECTION 425.03(b) Overlays is amended by replacing the last sentence of the third paragraph with the following:

Vehicular traffic shall not be permitted on the bridge until the overlay has attained a minimum compressive strength of 2,500 pounds per square inch, ASTM C39.

10-19-23 (SPCN)

SALEM DISTRICT TRAFFIC QUANTITY — During shoulder trenching and excavation, if selected locations of soft yielding soil or wet areas are encountered, the subgrade shall be excavated an additional

8.0 inches and 8.0 inches of Aggregate Material, No. 1 shall be placed prior to asphalt placement. This work, if necessary, will be measured and paid for in tons of Aggregate Material, No. 1 and cubic yards of Extra Excavation. Removal and disposal of drainage aprons shall be included in the cost of Asphalt Concrete, Type BM-25.0 (T).

9-19-23 (SPCN)

SALEM DISTRICT CONCRETE REMOVAL — In areas where existing concrete is to be removed and replaced by new concrete, the requirements of Section 412 of the Specifications shall apply, except as amended below:

1. Whenever existing reinforcing bars are exposed, concrete shall be removed no less than 1’’ below the bottom of the top mat of reinforcing steel.

2. Existing concrete shall be removed as shown on the plan details or as directed by the Engineer, to horizontal and vertical planes only, and to sound concrete, taking care not to damage any existing reinforcing steel.

3. Within twenty-four hours prior to placing new concrete, exposed reinforcing steel and faces of existing concrete shall be cleaned by abrasive blast cleaning.

4. Immediately prior to placing new concrete, exposed reinforcing steel and faces of existing concrete shall be cleaned of all dust and debris, and faces of existing concrete shall be in a saturated surface dry condition.

5. The perimeter of all surface repair areas shall be sawn one-inch deep in a rectangular pattern.

6. New reinforcing steel shall be furnished and installed as directed by the Engineer.

SALEM DISTRICT ENVIRONMENTAL REQUIREMENTS — The Contractor shall provide appropriate work platforms, scaffolds, under bridge access vehicles, and other equipment that is required to obtain access to areas of work performed under this contract. These may not come in contact with rivers, streams, or other bodies of water unless permitted by Salem District Environmental Division. The Engineer shall be provided access to work areas to determine the extent of repairs and to inspect the completed work. The cost of access equipment and materials shall be included in the price bid for the appropriate items.

The Contractor shall submit to the Engineer a detailed plan for containing construction related material (i.e. shot blasting media, pieces of concrete debris, uncured concrete, etc.) and preventing its entry into jurisdictional bodies, such as streams and wetlands.

SP0F0-000100-00

Reissued July 12, 2016

PREDETERMINED MINIMUM WAGE RATES

"General Decision Number: VA20230186 01/06/2023

Superseded General Decision Number: VA20220186

State: Virginia

Construction Type: Highway

County: Pulaski County in Virginia.

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

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

and other major bridges).

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

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60).

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

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

|2022, or the contract is | contract. |

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

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

|after January 30, 2022: | least $16.20 per hour (or |

| | the applicable wage rate |

| | listed on this wage |

| | determination, if it is |

| | higher) for all hours |

| | spent performing on the |

| | contract in 2023. |

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

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

|January 29, 2022, and the | contract. | https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/SP0F0-000100-00.docx

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

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

|30, 2022: | $12.15 per hour (or the |

| | applicable wage rate listed|

| | on this wage determination,|

| | if it is higher) for all |

| | hours spent performing on |

| | that contract in 2023. |

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

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

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

Modification Number Publication Date

0 01/06/2023

ELEC0080-011 12/01/2021

Rates Fringes

ELECTRICIAN, Includes Traffic

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

SUVA2016-071 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......$ 14.85 ** 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)....$ 14.80 ** 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........$ 16.75 0.00

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

** Workers in this classification may be entitled to a higher minimum wage under Executive Order 14026 ($16.20) or 13658

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

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the

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

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

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

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

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

(weighted union average rate).

Union Rate Identifiers

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

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

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

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

Survey Rate Identifiers

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

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

Union Average Rate Identifiers

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

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

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

U.S. DEPARTMENT OF LABOR

OFFICE OF THE SECRETARY

WASHINGTON

DECISION OF THE SECRETARY

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

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