844-123841 .pdf

COMMONWEALTH of VIRGINIA

Stephen C. Brich, P.E.

Commissioner

December 18, 2023

Order No.:

DEPARTMENT OF TRANSPORTATION

1401 EAST BROAD STREET

RICHMOND, VIRGINIA 23219-2000

Project:

FHWA:

District:

County:

Route:

Bids:

PM8O-081-F24, N501

PM08(469)

STAUNTON

ROCKBRIDGE

10:00 AM WEDNESDAY, JANUARY 17, 2024

To Holders of Bid Proposals: Please make the following changes in your copy of the bid proposal for the captioned project:

BID PROPOSAL

• Add the Schedule of Items

• Add Form C-21B

• Add the Bid Items Eligible For the Asphalt Adjustment Within this project report www.VirginiaDOT.org

WE KEEP VIRGINIA MOVING

David B. Coaker, P. E.

State Contract Engineer Construction Division

Enclosures

ORDER NO.: 844

CONTRACT ID. NO.: CM824PMO123841

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

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 64

FHWA NUMBER: PM08(469)

PROJECT NUMBER: PM8O-081-F24, N501

COUNTY: ROCKBRIDGE

DISTRICT: STAUNTON

DESCRIPTION: SGR - 2024 PLANT MIX - INTERSTATE

LOCATION: VARIOUS

DATE BID SUBMITTED: 10:00 AM 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

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

PROJECT NUMBER: PM8O-081-F24,N501

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.: PM8O-081-F24,N501 CONTRACT ID. NO.: CM824PMO123841

FHWA NO: PM08(469) DATE SUBMITTED____________________

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

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

BIDDER_________________________________SIGNATURE________________________________

TITLE_____________________________________________________________________________

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION (ALL)

VENDOR

NUMBER

NAME OF SUBCONTRACTOR/SUPPLIER

TELEPHONE NUMBER

DBE OR

NON-DBE

UTILIZED

(Y/N)

NOTE: ATTACH ADDITIONAL PAGES, IF NECESSARY.

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

Form C-7

Rev. 1-19-12

SHEET 1

TERMS OF THE PROPOSAL\CONTRACT

SUBMITTED: 10:00 AM WEDNESDAY, JANUARY 17, 2024

PROJECT NUMBER: PM8O-081-F24,N501

ROUTE NUMBER: 64

FHWA NUMBER: PM08(469)

DESCRIPTION: SGR - 2024 PLANT MIX - INTERSTATE

LOCATION: VARIOUS

DISTRICT: STAUNTON COUNTY: ROCKBRIDGE

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 15, 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

Schedule of Items

Date Printed: 11/29/2023

Page: 1

Proposal ID: CM824PMO123841 PM8O-081-F24,N501 Order No.: 844

Oversight/State Project No.:

Federal Project No.: PM08(469)

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 310SD20-0001

TACK COAT GAL

17,050.000

0020 315SD20-0015

RUMBLE STRIP CYLINDRICAL

ASPHALT

LF

74,250.000

0030 315SD20-0016

LIQUID ASPHALT COATING

(RUMBLE STRIP)

SY

13,900.000

0040 315SP20-0051

ASPH. CONC. BMD P+VO SM-

12.5D

TON

18,640.920

0050 315SX20-0004

PAVEMENT LIQUID ASPHALT

COATING (PAVEMENT

MARKER GROOVE)

SY

230.000

ATTD

0060 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

2,950.000

0070 512SD20-0047

TEMP. PVMT MRKG TY. A, 6" LF

87,700.000

0080 512SD20-0048

TEMP. PVMT MRKG TY. A, 8" LF

510.000

0090 512SD20-0049

TEMP. PVMT MRKG TY. A, 12" LF

2,800.000

0100 512SP20-0002

MAINTENANCE OF TRAFFIC

MOT FOR UPC 123841

LUMP SUM _________._____LUMP SUM

ATTD

0110 515SD20-0013

FLEXIBLE PAVE.PLANING 0"-

2"

SY

169,444.800

0120 704SD20-0027

TYPE B CLASS VI PVMT LINE

MRKG 6"

LF

87,700.000

ORDER NO.: 844

REVISED ON 12/18/2023

Virginia Department of Transportation

Schedule of Items

Date Printed: 11/29/2023

Page: 2

Proposal ID: CM824PMO123841 PM8O-081-F24,N501 Order No.: 844

Oversight/State Project No.:

Federal Project No.: PM08(469)

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.

0130 704SD20-0028

TYPE B CLASS VI PVMT LINE

MRKG 8"

LF

510.000

0140 704SD20-0029

TYPE B CLASS VI PVMT LINE

MRKG 12"

LF

2,800.000

0150 704SD20-0031

TYPE B CLASS VI CONTRAST

PVMT LINE MRKG 6"

LF

2,950.000

0160 704SD20-0032

INLAID PAVEMENT MARKER

ASPHALT

EA

630.000

ATTD

Section: 0001 _________._____Total:

Total Bid: _________._____

ORDER NO.: 844

Virginia Department of Transportation 11/29/2023Date Printed:

Page

Bid Items Eligible For Fuel Adjustment

CM824PMO123841

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

_______TACK COAT 0.016310SD20-

_______ASPH. CONC. BMD P+VO SM-12.5D 3.500315SP20-

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

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

ORDER NO.: 844

Virginia Department of Transportation 11/29/2023Date Printed:

Page

Bid Items Eligible For Asphalt Adjustment within this Project

CM824PMO123841

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

TACK COAT310SD20-0001

LIQUID ASPHALT COATING (RUMBLE STRIP)315SD20-0016

ASPH. CONC. BMD P+VO SM-12.5D315SP20-0051

ORDER NO.: 844

Form C-111

Rev. 2-15-11

MINIMUM DBE REQUIREMENTS

PROJECT NO: PM8O-081-F24,N501

FHWA NO: PM08(469)

* * * 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 2%

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: PM8O-081-F24,N501

FHWA NO: PM08(469)

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

It is hereby certified by the below signed Contractors that there exists a written quote, acceptable to the parties involved preliminary to a binding subcontract agreement stating the details concerning the work to be performed and the price which will be paid for the aforementioned work. This document is not intended to, nor should it be construed to, contain the entire text of the agreement between the contracting parties. This document does not take the place of, nor may it be substituted for, an official subcontracting agreement in those situations that may require such an agreement. A copy of the fully executed subcontract agreement shall be submitted to the Engineer within fourteen (14) working days after contract execution.

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

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

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

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

SUBCONTRACTORS HAVING A CONTRACT WITH THE BELOW NAMED DBE FIRM

Prime Contractor:

By:

Signature Title

Date:

First Tier Subcontractor If Applicable:

Form C-112 Rev. 3-1-11

Second Tier

If Applicable:

Third Tier

If Applicable

DBE Contractor

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

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

CN104-000110-00 SEC. 104.01—INTENT OF CONTRACT R-7-12-16 (SPCN) 2

CN107-002110-01 SEC. 107.21(D) CONST. LOADING OF STRUCT. 10-30-17 (SPCN) 2

CN108-000110-00 SEC. 108.01—PROSECUTION OF WORK R-7-12-16 (SPCN) 3

CN211-000100-00 POLISHING AGGREGATE IN ASPHALT CONC. R-7-12-16 (SPCN) 4

CN315-000100-00 SEC. 315.05(C) PLACING AND FINISHING 1-18-17 (SPCN) 5

CN510-000100-00 LOCATE/REPLACE PAVEMENT MARKERS R-7-12-16 (SPCN) 5

CN512-000100-00 TABLE V-1, ADT GROUPS 7-12-16 (SPCN) 6

CN512-000120-00 SEC. 512—MAINTAINING TRAFFIC (IMPACT ATTEN. SER.) 7-13-16_(SPCN) 6

CN515-000100-02 DISINCENTIVE FOR PLANING IN MULTIPLE LANES 11-23-16 (SPCN) 7

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

SEC. 105.01—NOTICE TO PROCEED 7-10-23 (SPCN) 8

*DRUG-FREE WORKPLACE 7-3-19 (SPCN) 9

CQ107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY 5-11-22 10

*SEALING GROOVES FOR INLAID PAVEMENT MARKERS 10-24-19 (SPCN) 11

LIQUID ASPHALT COATING (PAVEMENT MARKER GROOVE) 10-24-19 (SPCN) 11

*SEALING RUMBLE STRIPS IN NEW PAVEMENT 8-29-19 (SPCN) 11

ASPHALT CONCRETE PAVEMENT PLACEMENT LIMITATIONS FOR INTERS. PAVING PROJ. 11

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

SP0F0-000130-02 FHWA 1273—REQ. PROVISIONS, FED-AID 10-3-23 19

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

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 50

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

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

*SP109-000100-04 ASPHALT MATERIAL PRICE ADJUSTMENT 6-29-23 73

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 74

SP109-000130-00 ELECTRONIC WEIGH TICKETS 10-10-19 76

SP208-000100-00 SEC. 208—SUBBASE & AGGR. BASE MATERIAL (CHCC) 7-12-16 78

*SP211-000100-02 SEC. 211—ASPHALT CONCRETE 3-28-22 80

SP305-000100-01 SHOULDER RENOVATION 10-3-16 81

SP305-000110-00 STABILIZED/PAVED SHOULDER OVERLAY R-7-12-16 85

*SP315-000320-01 PAVEMENT SHOULDER WEDGE 9-16-19 87

SP315-000710-01 RIDEABILITY (FOR ASPHALT CONCRETE PAVE.) 8-3-17 90

SP512-000120-04 SEC. 512—MAINTAINING TRAFFIC FOR RESURF. PROGRAM 6-12-23 94

SP515-000100-00 COLD PLANE (MILL) ASPHALT CONC. OPERATIONS 7-12-16 98

*SP704-000100-06 SEC. 704—PAVEMENT MARKINGS AND MARKERS 6-12-23 103

*SP704-000120-00 INLAID PAVEMENT MARKERS 8-26-19 119

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 122

PUBLIC NOTICE OF PARKING RESTRICTIONS (PLANT MIX) R-7-12-16 124

SEC. 105.03—PROJ. COMMUNICATION & DECISIONS (ASP. SCHED. ONLY) 10-7-16 128

SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 130

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 131

SQ315-000200-24 BALANCED MIX DESIGN DESIGNED USING PERFOR. CRITERIA 4-24-23 135

SQ704-000110-00 PAVEMENT MARKINGS AND MARKERS (DATA LOGGER SYSTEM) 9-25-20 139

SS109-002020-01 SEC. 109—MEASUREMENT AND PAYMENT 5-1-23 141

*SS211-002020-02 SECT 211 – ASPHALT CONCRETE 5-15-23 144

*SS220-002020-01 SEC. 220 – CONCRETE CURING MATERIALS 8-28-20 149

SECTION 223 – STEEL REINFORCEMENT 04/04/2023 150

TABLE OF CONTENTS FOR PROVISIONS

*SS234-002020-01 SECTION 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 151

*SS235-002020-01 SECTION 235 – RETROREFLECTORS 5-6-22 152

SS236-002020-01 SECTION 236 – WOOD PRODUCTS 5-14-21 153

*SS246-002020-02 SECTION 246 – PAVEMENT MARKING 5-6-22 157

SECTION 248 – STONE MATRIX ASPHALT CONCRETE 5-26-23 165

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

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

*SS512-002020-03 SECTION 512 – MAINTAINING TRAFFIC 7-1-22 187

*SS704-002020-02 SECTION 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 201

NO PLAN ASSEMBLY 207

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)

cn104-000110-00 SECTION 104.01—INTENT OF CONTRACT of the Specifications is replaced by the following:

The intent of the Contract is to provide for the completion of all work specified therein.

The Contractor shall base his bid on the cost of completing all work specified in the Contract.

Budgetary constraints as deemed necessary by the Department may be imposed at any time during the life of the Contract. This may affect the number of routes paved and thus the final quantity of work to be performed.

If prior to initiating or during the performance of the work, the Engineer determines that the cost of completion of all work specified in the Contract will exceed the limits of the budgeted funds, the Contractor will be notified immediately. With such notice the Engineer will specify which routes will be deleted according to the Department’s predetermined listing of priorities.

If after routes are deleted and work proceeds, budgets revisions indicate that the cost of work to be completed by the Contractor will fall below the limits of the budgeted funds, the Department will determine which of the previously deleted routes will be returned to the Schedule to be completed at the contract unit price.

10-21-08; Reissued 7-12-16 (SPCN) [formerly cn104-010100-00] cn107-002110-01 SECTION 107.21(d) CONSTRUCTION LOADING OF STRUCTURES of the Specifications is replaced with the following:

(d) Construction Loading of Structures: In the course of planning and prosecuting the work for the asphalt maintenance schedules in the Contract, the Contractor shall consider the size and weight limitation of any existing structure(s) affecting the prosecuting the work in a schedule when contemplating construction loads, equipment access, haul and delivery routes of materials, and other related activities. If the size or weight limitation of an existing structure changes after the receipt of bid date for the Contract and remains so up to and including the actual prosecution of work for a schedule in the Contract, preventing or limiting access across the structure, and the Contractor determines this limitation impacts his operations; he shall notify the Engineer of such change. If the Engineer confirms such change has occurred, the change will be considered a change to the character of the work according to the provisions of Section 104.02(b) of the Specifications and is eligible for adjustments according to the provisions therein.

10-30-17 (SPCN) [formerly cn107-210100-01] https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/cn104-000110-00docx https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/cn104-010100-00.docx https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/cn107-002110-01.docx https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/BK104-002016-00.docx https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/cn107-210100-01.docx cn108-000110-00 SECTION 108.01—PROSECUTION OF WORK is amended to add the following:

Once the Contractor has begun work on a given schedule or portion thereof he shall endeavor to prosecute such work fully and continuously according to the details and requirements of the Contract to its completion. In the event the Contractor has to temporarily suspend the work on a given schedule or portion thereof he shall notify the Engineer at least 24 hours in advance of the time and date he plans to pull off the work site. Prior to leaving the work site, the Contractor shall ensure the work site has been properly and safely secured to protect the traveling public according to the provisions of the Virginia Work Area Protection Manual, the MUTCD, Section 512 of the Specifications, and other requirements included in the Contract.

8-17-10; Reissued 7-12-16 (SPCN) [formerly cn108-010100-00] https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/cn108-000110-00.docx https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/cn108-010100-00.docx cn211-000100-00 POLISHING AGGREGATE IN ASPHALT CONCRETE - Section 211—Asphalt Concrete of the Specifications is amended as follows:

Section 211.02—Materials is amended by replacing (e) with the following:

Fine or coarse aggregate that tend to polish under traffic will not be permitted in any final surface exposed to traffic except as permitted within the limits of Section 211.04(a) and (b) of the Specifications and as designated by the Engineer or as permitted elsewhere in these Specifications.

Section 211.04—Asphalt Concrete Mixtures is amended by replacing (a) and (b) with the following:

Asphalt concrete mixtures shall conform to Table II-14 and the following:

(a) Types SM-9.0A, SM-9.0D, SM-9.0E, SM-9.5A, SM-9.5D and SM-9.5E asphalt concrete shall consist of crushed stone, crushed slag, or crushed gravel and fine aggregate, slag or stone screenings or a combination thereof combined with asphalt cement.

NOTE: For all surface mixes, except where otherwise noted, no more than 5 percent of all aggregate retained on the No. 4 sieve and no more than 20 percent of the total aggregate may be polish susceptible. At the discretion of the Engineer, a SM-9.5AL may be specified and polish susceptible aggregates may be used (without percentage limits).

(b) Types SM-12.5A, SM-12.5D, SM-12.5E, IM-19.0A, IM-19.0D, and IM-19.0E asphalt concrete shall consist of crushed stone, crushed slag, or crushed gravel and fine aggregate, slag or stone screenings or a combination thereof combined with asphalt cement.

NOTE: At the discretion of the Engineer, an intermediate mix may be designated as either a SM-19.0A or SM-19.0D. For SM-

12.5 and SM-19.0 surface mixes, no more than 5 percent of the aggregate retained on the No. 4 sieve may be polish susceptible.

All material passing the No. 4 sieve may be polish susceptible.

No more than 35 percent of the total aggregate composition (polish and non-polish susceptible) shall be passing the No. 8 sieve. At the discretion of the Engineer, a SM-12.5AL may be specified and polish susceptible aggregates may be used (without percentage limits).

10-7-09; Reissued 7-12-16 (SPCN) https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/cn211-000100-00.docx cn315-000100-00 SECTION 315.05(c) PLACING AND FINISHING is modified by replacing the third paragraph with the following:

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

1-18-17 (SPCN)

cn510-000100-00 LOCATING, REMOVING AND DISPOSING OF RECESSED PAVEMENT MARKERS AND RAISED SNOW-PLOWABLE MARKERS — The Contractor shall locate, remove and dispose of existing recessed pavement markers and raised snow-plowable markers prior to resurfacing. The cavity left by the removal of the existing recessed pavement markers shall be cleaned of debris, filled with the approved mix for resurfacing and compacted. Locating, removing and disposing of recessed pavement markers and raised snow-plowable markers;

cleaning and filling the cavity, and compacting the material placed in the cleaned cavity will not be measured for payment. The cost for performing this work shall be included in the price bid for other appropriate items of work.

10-17-10; Reissued 7-12-16 (SPCN) https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/cn315-000100-00.docx https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/cn510-000100-00.docx cn512-000100-00 TABLE V-1, ADT GROUPS — The Specifications are amended to include the following table:

TABLE V-1

Average Daily Traffic (ADT) Groups

Traffic Group ADT Traffic Group ADT

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

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

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

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

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

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

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

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

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

XIX 40,000 & over

7-12-16 (SPCN)

cn512-000120-00 SECTION 512—MAINTAINING TRAFFIC of the Specifications is amended as follows:

Section 512.03(i)—Impact Attenuator Service is amended to replace the second paragraph with the following:

Only Type 1 re-directive low-maintenance impact attenuators in accordance with Section 505 shall be used on highways with posted speed limits greater than 50 mph or with an ADT greater than 25,000 vehicles per day.

7-13-16_(SPCN)

https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/cn512-000100-00.docx https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/cn512-000120-00.docx cn515-000100-02 DISINCENTIVE FOR PLANING IN MULTIPLE LANES

The Special Provision for COLD PLANING (MILLING) ASPHALT CONCRETE OPERATIONS “SP515-000100-00” dated July 12, 2016 is amended as follows:

Section III.A.1. Regular planing and performance planing in multiple lanes is amended to replace the first bulleted subparagraph of the fourth paragraph with the following:

● The Contractor will be limited in the case of regular pavement planing, whether in a single lane or multiple lane operation, to only that amount of pavement that can be paved back within 24 hours of completion of planing that roadway or portion of roadway. Single-lift operations must be restored to final elevation to satisfy this requirement. If the Contractor elects not to pave back the planed travel lanes within 24 hours from the end of the regular planing operation, or is prevented from doing so by predictable weather, the Department will assess a disincentive in the amount of $5,000 for each calendar day the planed travel lane surface is not paved back, including Sundays and Holidays.

Section III.A.1. Regular planing and performance planing in multiple lanes is amended to replace the first bulleted subparagraph of the fifth paragraph with the following:

● Performance pavement planing may be performed in multiple lanes across the entire widths of the lanes up 4 miles of travel lane unless otherwise stated in the Contract. Performance planed travel lane surfaces must be paved back within 96 hours from the end of the performance planing operation. Single-lift operations must be restored to final elevation to satisfy this requirement. If the Contractor elects not to pave back the planed travel lanes within 96 hours from the end of the performance planing operation, or is prevented from doing so by predictable weather, the Department will assess a disincentive in the amount of $5,000 for each calendar day the planed travel lane surface is not paved back, including Sundays and Holidays.

11-23-16 (SPCN)

https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/cn515-000100-02.docx https://outsidevdot.cov.virginia.gov/P0JQP/_layouts/WordViewer.aspx?id=/P0JQP/2016_Standard_Specifications/SP515-000100-00.docx 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 cq105-000130-01 SECTION 105.01—NOTICE TO PROCEED — of the Specifications is amended by replacing the first paragraph with the following.

Unless otherwise indicated in the Contract, the Notice to Proceed date will be the date selected by the Contractor on which the Contractor intends to begin the work. That date shall be no earlier than 15 nor later than 30 calendar days after the date of Contract execution, and shall be no later than April 1, 2024. The State Contract Engineer will contact the Contractor on the date of Contract execution to inform him that the Contract has been executed. The State Contract Engineer will also confirm this date in the Letter of Contract Execution. Copies of the Letter of Contract Execution will be distributed to Department personnel involved in the administration of the Contract and to the Contractor. Within 10 calendar days after the date of Contract execution the Contractor shall submit to the Engineer written notice of the date he has selected as his Notice to Proceed date. If the Contractor fails to provide written notice of his selected Notice to Proceed Date within 10 calendar days of Contract execution, the selected Notice to Proceed Date will become the date 15 calendar days after the date of Contract execution. The Contractor shall begin work no later than 10 calendar days after the date he has selected as his Notice to Proceed date or April 1, 2024 as stipulated in the Contract.

7-10-23 (SPCN)

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

DRUG-FREE WORKPLACE– The Contractor shall:

• Provide a Drug-Free Workplace for the Contractor’s employees.

• Post in conspicuous places, available to employees and applicants for employment, a statement notifying employees that the unlawful manufacture, sale, distribution, dispensation, possession, or use of a controlled substance or marijuana is prohibited in the Contractor’s workplace and specifying the actions that will be taken against employees for violations of such prohibition.

• State in all solicitations or advertisements for employees placed by or on behalf of the Contractor that the Contractor maintains a Drug-Free Workplace.

• Include the provisions of the foregoing clauses in every Subcontract or purchase order of over $10,000, so that the provisions will be binding upon each Subcontractor or vendor.

For the purposes of this provision, “Drug-Free Workplace” means a site for the performance of work done in connection with the Contract. The Contractors employees, and those of his Subcontractors, shall be prohibited from engaging in the unlawful manufacture, sale, distribution, dispensation, possession, or use of any controlled substance or marijuana during the performance of the Work.

7-3-19 (SPCN)

cq107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY

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

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

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

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

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

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

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

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

5-11-22 (SPCN)

SEALING GROOVES FOR INLAID PAVEMENT MARKERS — The Contractor shall coat the entire groove area for Inlaid Pavement Markers with liquid asphalt coating (emulsion) conforming to Section 315.02(e) of the Specifications using a pressure distributor following the cutting and cleaning of the depressions of waste material. The approximate application rate shall be 0.1 gallons per square yard. The application temperature shall be between 160°F and 180°F.

The Contractor shall cover and protect the retroreflector during this operation. Any dirty or damaged retroreflectors or pavement markings that can’t be cleaned by brushing them off shall be replaced. Waste material resulting from the operation shall be removed from the paved surface and shall not be disposed of where waterways may be at risk of contamination.

Liquid Asphalt Coating (Pavement Marker Groove) will be measured in square yards of groove and paid for at the Contract square yard price. This price shall include cleaning the groove prior to application of the coating and furnishing and applying coating as specified herein.

Payment will be made under:

Pay Item Pay Unit

Liquid Asphalt Coating (Pavement Marker Groove) Square yard

10-24-19 (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)

ASPHALT CONCRETE PAVEMENT PLACEMENT LIMITA. FOR INTERSTATE PAVING PROJECTS -

The surface layer of the left shoulder and passing lane shall be placed in one continuous operation or with echelon pavers so that no joint is created in the surface at the edge of the passing lane. The end of the augers in the paver shall be extended to within six (6) inches of the edge of the screed for all runs of a constant width unless other limitations are approved by the Engineer. The right shoulder shall be paved in one continuous operation with the travel (right) lane a minimum of two (2) feet or beyond the rumble strip, whichever distance is greater, and the same restrictions shall apply.

9-9-15 (SPCN)

SP0F0-000100-00

Reissued July 12, 2016

PREDETERMINED MINIMUM WAGE RATES

"General Decision Number: VA20230088 01/06/2023

Superseded General Decision Number: VA20220088

State: Virginia

Construction Type: Highway

Counties: Buena Vista*, Lexington* and Rockbridge Counties in

Virginia.

*including the independent cities of Buena Vista and Lexington

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).

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

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

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

|2022, or the contract is | contract. |

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

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

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

| | the applicable wage rate |

| | listed on this wage |

| | determination, if it is |

| | higher) for all hours |

| | spent performing on the |

| | contract in 2023. |

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

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

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

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

|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

SUVA2016-024 07/02/2018

Rates Fringes

CARPENTER, Includes Form Work....$ 17.73 1.48

CEMENT MASON/CONCRETE FINISHER...$ 19.35 0.00

IRONWORKER, REINFORCING..........$ 20.80 0.00

LABORER: Asphalt, Includes

Raker, Shoveler, Spreader and

Distributor......................$ 16.40 0.00

LABORER: Common or General......$ 14.83 ** 0.00

LABORER: Pipelayer..............$ 16.75 0.00

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 19.59 0.00

OPERATOR: Broom/Sweeper.........$ 12.25 ** 0.23

OPERATOR: Bulldozer.............$ 19.36 0.00

OPERATOR: Crane.................$ 26.68 0.00

OPERATOR: Grader/Blade, Includes Finishing...............$ 26.13 0.00

OPERATOR: Loader................$ 19.36 0.00

OPERATOR: Mechanic..............$ 19.13 0.00

OPERATOR: Milling Machine.......$ 21.13 0.00

OPERATOR: Paver (Asphalt, Aggregate, and Concrete).........$ 17.12 0.00

OPERATOR: Roller (Finishing)....$ 18.96 0.00

OPERATOR: Roller................$ 18.11 0.00

OPERATOR: Asphalt Spreader and Distributor..................$ 18.90 0.00

TRAFFIC CONTROL: Flagger.......$ 11.82 ** 0.00

TRUCK DRIVER : HEAVY 7CY &

UNDER............................$ 16.69 0.00

TRUCK DRIVER: HEAVY OVER 7

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

TRUCK DRIVER: Single & Multi

Axle.............................$ 18.47 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…