834009vadotA93_128603.pdf

ORDER NO.: A93

CONTRACT ID. NO.: C0000128603B82

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: BFP-081-1(449), BFP-081-1(450)

PROJECT NUMBER: 0081-086-879, B680, B682, B684, B686

0081-086-878, B693, B695, B697, B699

COUNTY: SMYTH

DISTRICT: BRISTOL

DESCRIPTION: BRIDGE REHABILITATION

LOCATION: VARIOUS

DATE BID SUBMITTED: 10:00 AM WEDNESDAY, AUGUST 26, 2026

Form C-118 Rev. 2-1-24

COMMONWEALTH OF VIRGINIA

NOTICE TO BIDDERS

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

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

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

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

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

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

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

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

Form C-24

Rev. 7-6-05

PROPOSAL GUARANTY

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

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

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

SIGNED, sealed and dated this Day of , 20

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

PROJECT NUMBER: 0081-086-879, B680, B682, B684, B686

0081-086-878, B693, B695, B697, B699

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. 10-03-25

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION,

AND VENDOR SURVEY FORM (ALL VENDORS)

PROJECT NO. 0081-086-879, B680, B682, B684.

B686 0081-086-878, B693, B695, B697, B699

CONTRACT I.D. NO. C0000128603B82

FHWA NO. BFP-081-1(449)

BFP-081-1(450)

DATE SUBMITTED

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

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

Vendor Signature:

Vendor ID No. Title:

Vendor’s Address: ____________________________________

City: __________________

State: __________________ Zip Code: _________

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION (ALL)

VENDOR

NUMBER

NAME OF SUBCONTRACTOR/SUPPLIER TELEPHONE

NUMBER

UTILIZED

(Y/N)

NOTE: ATTACH ADDITIONAL PAGES, IF NECESSARY.

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

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

REQUESTED IN THIS FORM.

Form C-48 Rev. 10-03-25

VENDOR SURVEY

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

VENDOR SURVEY FOR THEMSELVES AND A VENDOR SURVEY FOR EACH SUBCONTRACTOR

AND SUPPLIER WHO SUBMITTED A BID OR QUOTE TO THE BIDDER.

VENDOR’S FULL LEGAL NAME: ________________________________________

VENDOR ID NO.: __________________

ADDRESS: ____________________________________

CITY: ____________________________________

STATE: _______________ ZIP CODE: _________

VENDOR’S YEARS IN BUSINESS: _____________

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

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

KNOWLEDGE.

Printed Full Legal Name of Person Signing for Vendor

Signature: ____________________________________________

Form C-7

Rev. 2-2-24

TERMS OF THE PROPOSAL\CONTRACT

COMMONWEALTH OF VIRGINIA

SUBMITTED: 10:00 AM WEDNESDAY, AUGUST 26, 2026

PROJECT NUMBER: 0081-086-879. B680, B682, B684, B686

0081-086-878, B693, B695, B697, B699

ROUTE NUMBER: 81

FHWA NUMBER: BFP-081-1(449), BFP-081-1(450)

DESCRIPTION: BRIDGE REHABILITATION

LOCATION: VARIOUS

DISTRICT: BRISTOL COUNTY: SMYTH

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: JUNE 1, 2029

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 07/08/2026Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000128603B82 0081-086-879, B680, B682, B684

Order No.: A93

Oversight/State Project No.:

Federal Project No.: BFP-081-1(449)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0010 315SD20-0003

ASPHALT CONCRETE TY. SM-

12.5E CONST

TON

1,679.000

0020 315SD20-0010

ASPHALT CONCRETE BM-25.0 TON

2,880.000

0030 315SD20-0015

RUMBLE STRIP CYLINDRICAL

ASPHALT

LF

9,200.000

0040 315SD20-0104

SAW-CUT ASPHALT

CONCRETE (FULL DEPTH)

LF

7,500.000

0050 404SD20-0020

BRIDGE DECK GROOVING

MAINT.

SY

5,519.000

0060 412SD20-0010

ANCHOR BOLT

REPLACEMENT

EA

17.000

0070 412SD20-0017

EMBEDDED GALVANIC

ANODES

EA

1,072.000

0080 412SD20-0026

PARAPET CLOSURE TYPE A EA

16.000

0090 412SD20-0037

DECK SLAB CLOSURE SY

154.000

0100 412SD20-0043

EXPANSION JOINT

PREPARATION

LF

993.000

0110 412SD20-0048

JACKING AND BLOCKING

BEAM

EA

77.000

0120 412SD20-0049

CONC. SUPERSTR. SURFACE

REPAIR

SY

192.000

Schedule of Items Page: 3

Proposal ID: C0000128603B82 0081-086-879, B680, B682, B684

Order No.: A93

Oversight/State Project No.:

Federal Project No.: BFP-081-1(449)

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 412SD20-0061

CONCRETE SUBSTRUCT.

SURFACE REPAIR

SY

210.000

0140 412SX20-0009

BR.SUPERSTR. WID./REPAIR

SHIM EXISTING BEARING

EA

32.000

ATTD

0150 412SX20-0012

BR.SUPERSTR. WID./REPAIR

STRUCTURAL STEEL

LB

102.000

ATTD

0160 412SX20-0015

BR.SUPERSTR. WID./REPAIR

TYPE C PATCHING (VES)

SY

128.000

ATTD

0170 412SX20-0024

BR. SUBSTR. WID./REPAIR

CONCRETE SLAB SLOPE

PROTECTION REPAIR

SY

116.000

ATTD

0180 416SD20-0003

WATERPROOFING – EPOXY

RESIN TYPE EP-3B/EP-3T

SY

3,059.000

0190 420SD20-0018

ADHESIVE BASED JT.

SEALER CL. I, 1" MAINT.

LF

639.000

0200 420SD20-0019

ADHESIVE BASED JT.

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

LF

354.000

0210 425SD20-0004

TYPE A MILLING 1-1/2" SY

5,439.000

0220 425SD20-0015

PLACE VERY EARLY

MOD.CONC.OVERLAY

SY

5,439.000

0230 425SD20-0022

TYPE A HYDRO-DEMOLITION

1/2"

SY

5,439.000

0240 425SX20-0004

FURN VERY EARLY LATEX

MOD CONC. (1 3/4" - 2 1/4")

CY

381.000

Schedule of Items Page: 4

Proposal ID: C0000128603B82 0081-086-879, B680, B682, B684

Order No.: A93

Oversight/State Project No.:

Federal Project No.: BFP-081-1(449)

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 426SD20-0004

MODIFY EXIST. FIXED

BEARING

EA

24.000

0260 508SD20-0004

DEMO. OF PAVEMENT

FLEXIBLE

SY

10,005.000

0270 512SP20-0002

MAINTENANCE OF TRAFFIC

(STR NO. 2011)

LUMP SUM _________._____LUMP SUM

ATTD

0280 512SP20-0002

MAINTENANCE OF TRAFFIC

(STR. NO. 2010 )

LUMP SUM _________._____LUMP SUM

ATTD

0290 512SP20-0002

MAINTENANCE OF TRAFFIC

(STR. NO. 2012 )

LUMP SUM _________._____LUMP SUM

ATTD

0300 512SP20-0002

MAINTENANCE OF TRAFFIC

(STR. NO. 2013)

LUMP SUM _________._____LUMP SUM

ATTD

0310 512SP20-0002

MAINTENANCE OF TRAFFIC

(STR. NO. 2016)

LUMP SUM _________._____LUMP SUM

ATTD

0320 512SP20-0002

MAINTENANCE OF TRAFFIC

(STR. NO. 2017)

LUMP SUM _________._____LUMP SUM

ATTD

0330 512SP20-0002

MAINTENANCE OF TRAFFIC

(STR. NO. 2032)

LUMP SUM _________._____LUMP SUM

ATTD

0340 512SP20-0002

MAINTENANCE OF TRAFFIC

(STR. NO. 2033)

LUMP SUM _________._____LUMP SUM

ATTD

0350 513SX20-0001

MOBILIZATION (RTE. 683) EA

1.000

ATTD

0360 513SX20-0001

MOBILIZATION (RTE. 689) EA

1.000

ATTD

Schedule of Items Page: 5

Proposal ID: C0000128603B82 0081-086-879, B680, B682, B684

Order No.: A93

Oversight/State Project No.:

Federal Project No.: BFP-081-1(449)

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 513SX20-0001

MOBILIZATION (RTE. 690) EA

1.000

ATTD

0380 513SX20-0001

MOBILIZATION (RTE. 691) EA

1.000

ATTD

0390 515SD20-0004

FLEXIBLE PAVE.PLANING 0"-

2"

SY

6,990.000

0400 704SD20-0027

TYPE B CLASS VI PVMT LINE

MRKG 6"

LF

3,235.000

0410 704SD20-0031

TYPE B CLASS VI CONTRAST

PVMT LINE MRKG 6"

LF

2,792.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000128603B82

A93

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

_______ASPHALT CONCRETE TY. SM-12.5E CONST 3.500315SD20-0003

_______ASPHALT CONCRETE BM-25.0 3.500315SD20-0010

_______DEMO. OF PAVEMENT FLEXIBLE 0.200508SD20-0004

_______FLEXIBLE PAVE.PLANING 0"-2" 0.071515SD20-0004

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000128603B82

A93

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

ASPHALT CONCRETE TY. SM-12.5E CONST315SD20-0003

ASPHALT CONCRETE BM-25.0315SD20-0010

Determination of Major Items

1C0000128603B82Contract ID:

ltem Description Item

Number

PLACE VERY EARLY MOD.CONC.OVERLAY425SD20-0015

JACKING AND BLOCKING BEAM412SD20-0048

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

FURN VERY EARLY LATEX MOD CONC. (1 3/4" - 2 1/4")425SX20-0004

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

CN100-000026-09 GEN. PROJ. REQUIRE., SSS/SPS/SPCNS 12-11-25 (SPCN) 1

CN103-000100-01 SEC 103.02—AWARD OF CONTRACT 6-17-25 (SPCN) 1

CN105-000140-00 SEC 105.14—MAINTENANCE DURING CONSTRUCTION 12-20-24 (SPCN) 2

CN105-000150-00 SECURITY REQUIREMENTS FOR PCMS 1-30-26 (SPCN) 3

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

CN245-000100-01 SEC 245.03—TESTING & DOCUMENTATION 1-10-24 (SPCN) 5

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

CQ107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY 5-11-22 (SPCN) 6

CONCRETE SLAB SLOPE PROTECTION REPAIR 12-19-25 (SPCN) 7

TYPE C PATCHING (VES) 12-19-25 (SPCN) 8

SHIM EXISTING BEARING 5-11-26 (SPCN) 8

PROTECTION OF BAT SPECIES 5-8-26 (SPCN) 8

COLLECTION OF PROCESS WATER DURING HYDRO-DEMOLITION 6-4-26 (SPCN) 9

IDENTIFICATION & AVOIDANCE OF ASBESTOS CONTAINING MATERIALS 6-4-26 (SPCN) 9

IDENTIFICATION OF TRACE ASBESTOS 6-12-26 (SPCN) 10

SP0F0-000100-00 PREDETERMINED MIN. WAGE RATES R-7-12-16 13

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

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 42

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 48

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 49

*SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1-21/20 50

SP107-001510-06 INTERIM DBE REQUIREMENTS 1-26-26 52

SP107-003100-00 MADE IN THE USA REQUIREMENTS 10-03-25 55

SP108-000100-01 PROG. SCHED. FOR CAT. I PROJECTS 3-21-22 62

*SP109-000100-05 ASPHALT MATERIAL PRICE ADJUSTMENT 7-8-24 77

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 79

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 81

SP109-000130-01 ELECTRONIC OR PRINTED WEIGH TICKETS 3-10-25 86

SP512-000110-00 SEC. 512—MAINT. TRAFFIC—NON-SCHEDULES (LS) 7-12-16 92

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 96

SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 98

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 99

SS109-002020-01 SEC 109 — MEASUREMENT AND PAYMENT 5-1-23 103

SS211-002020-03 SEC 211 – ASPHALT CONCRETE 3-18-24 106

SS220-002020-01 SEC 220 – CONCRETE CURING MATERIALS 8-28-20 112

SS223-002020-02 SEC 223 – STEEL REINFORCEMENT 4-4-23 113

SS234-002020-01 SEC 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 114

SS235-002020-01 SEC 235 – RETROREFLECTORS 5-6-22 115

SS236-002020-01 SEC 236 – WOOD PRODUCTS 5-14-21 116

SS246-002020-02 SEC 246 – PAVEMENT MARKING 5-6-22 120

SS248-002020-02 SEC 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 128

SS305-002020-02 SEC 305 – SUBGRADE AND SHOULDERS 12-20-23 130

SS308-002020-01 SEC 308 - SUBBASE COURSE 7-13-21 132

SS309-002020-01 SEC 309 - AGGREGATE BASE COURSE 7-13-21 133

SS315-002020-05 SEC 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 134

SS317-002020-01 SEC 317— STONE MATRIX ASPHALT CONCRETE PLACEMENT 6-21-24 153

SS318-002020-01 SEC 318 — PAVEMENT INTERLAYERS 8-2-23 155

SS319-002020-02 SEC 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 156

SS321-002020-02 SEC 321 – TRENCH WIDENING 5-4-23 160

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

TABLE OF CONTENTS FOR PROVISIONS

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

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

SS704-002020-02 SEC 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 178

PROTECTION OF NESTING MIGRATORY BIRDS 5-8-26 184

TREE REMOVAL TIME OF YEAR RESTRICTION 7-3-24 185

LIMITATION OF OPERATIONS 4-30-26 186

NO PLAN ASSEMBLY UPC 128603 195

NO PLAN ASSEMBLY UPC 128609 246

cn100-000026-09 December 11, 2025 (SPCN)

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 Virginia Work Area Protection Manual, version 11.0;

the Virginia MUTCD version 11.0; 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.

cn103-000100-01 June 17, 2025 (SPCN)

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

103.02 – Award of Contract

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

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

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

cn105-000140-00 December 20, 2024 (SPCN)

SECTION 105.14—MAINTENANCE DURING CONSTRUCTION of the Specifications is amended by the following:

Section 105.14(a)3 – Flagging Traffic is replaced with the following:

3. Flagging Traffic: Flaggers shall be able to communicate to the traveling public in English while performing the job duty as a flagger at the flagger station.

All flaggers shall possess a valid, current flagger certification card, be it a physical or electronic card, at all times while performing flagging duties.

Flaggers shall be certified by the VDOT Basic or Intermediate Work Zone Traffic Control Training course or by the ATSSA’s classroom Flagger Certification Program.

The following constitutes a valid flagger certification card:

• Cards issued by VDOT following completion of the Basic Work Zone course;

• Cards issued by VDOT following completion of the Intermediate Work Zone course;

• Cards issued by ATSSA following completion of a Flagger course;

• Cards issued by VDOT following completion of the Flagger-only course, provided the cards were issued on or before December 31, 2024, and have not yet reached the expiration date

(two years after date of issuance).

Flaggers who fail to possess a valid, current, flagger certification card, or refuse to allow inspection of same upon request, shall be removed from the flagging site, and operations requiring flagging shall be suspended by the Engineer. Suspended operations requiring flagging may resume once a certified flagger arrives on-site to perform flagging duties in accordance with applicable requirements. Flaggers improperly performing duties may be subject to flagger certification revocation at the sole discretion of the Engineer.

cn105-000150-00 January 30, 2026 (SPCN)

SECURITY REQUIREMENTS FOR PORTABLE CHANGEABLE MESSAGE SIGNS — The Contractor shall secure portable changeable message sign (PCMS) control cabinets with a grade 3 or stronger standard lock at all times unless maintenance is actively being conducted on the sign.

A password shall be required to change the PCMS message. The Contractor shall change the manufacturer's default password for ALL electronic signs. Electronic signs that support the use of complex passwords shall include at least 14 characters consisting of the following criteria:

• At least one special character

• At least one alphabetical character

• At least one numerical character

• A combination of upper-case and lower-case letters

Electronic signs that do not support the use of complex passwords shall be changed using the maximum number of characters and character types permitted by the manufacturer.

Password credentials are prohibited from being stored, displayed, or written on or within the sign. Any QR codes affixed to the sign shall be removed.

For all PCMS with remote or wireless accessibility, the Engineer will authorize remote access prior to this functionality being enabled. Prior to authorization, the Contractor shall update the PCMS to the most recent compatible software and firmware version available from the manufacturer. Following authorization and prior to use, the Contractor shall establish a remote connection to verify that access to the PCMS is password protected.

Electronic signs shall only post approved and documented messages. The Contractor shall log all messages posted with date and times for each public message.

The Contractor has the option for their signs to be connected to the Department’s Operations Technology (OT) network for management by Traffic Operations Center (TOC) staff. By using this method, messages are transmitted and posted by the TOC control room staff with all records and logging managed within the VDOT Advanced Traffic Management System (ATMS). Electronic message signs connected to the OT network shall follow the security requirements described below:

1. All electronic signs connected to the network shall be secured with a digital lock installed on the sign control cabinet.

2. Connected signs shall only be remotely accessible through secure communications that originated from the Department’s OT network.

3. Connected signs shall only be posted with messages from the Department’s ATMS systems or designated backup systems.

4. Community strings (both public and private strings) shall be changed from default settings.

5. All vendor cloud connections shall be removed from the connected sign. TOC system administration staff will configure VPN connections exclusively to the Department’s OT network.

6. All connected electronic signs shall adhere to the Cabinet Security Standards found in the

Department’s OT Cybersecurity Program Manual.

cn211-000100-00 July 12, 2016 (SPCN)

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).

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn211-000100-00.docx cn245-000100-01 January 10, 2024 (SPCN)

SECTION 245.03—TESTING AND DOCUMENTATION of the Specifications is amended by the following:

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

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

Prefabricated geocomposite pavement underdrain shall conform to the following:

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

Physical Properties Test Method Requirements

Compressive strength ASTM D1621, D2412, and D6364

Min. 40 psi at 20% max. deflection immediately after 24 hrs of specimen conditioning at 0 deg F and at 125 deg F

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

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

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

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

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

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

Physical Property Test Method Requirements

Compressive strength ASTM D1621, D2412, and D6364

Min. 40 psi at 20% max. deflection immediately after 24 hrs of specimen conditioning at 0 degree F and at 125 degree F

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

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

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

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

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

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

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)

UPC: 128603 December 19, 2025 (SPCN)

CONCRETE SLAB SLOPE PROTECTION REPAIR shall be installed in accordance with Sections 413 and 415 of the Specifications and the details herein. Location of V-Grooves used in proposed concrete slab slope protection shall match size of the V-Grooves in the existing concrete sloe protection. Areas to be repaired are to be determined by the Engineer.

Concrete Slab Slope Protection Repair shall consist of removing existing concrete slab slope protection, excavating, backfilling, replacing concrete slab slope protection, removing vegetation/debris, disposing of materials, and grading and seeding adjacent areas.

Remove existing concrete slab slope protection in area to be repaired by sawcutting at existing V-Grooves.

After slope protection is removed, excavate as necessary. Backfill the voids with aggregate No. 2 or No.

3. Existing slopes shall be regraded and benched in accordance with Section 303.04(h) of the

Specifications. Backfill materials shall be aggregate No. 2 or No. 3 wrapped in geotextile subgrade stabilization fabric.

Remove all vegetation and debris from slope protection and ditch areas. Grade and seed areas adjacent to slope protection repair work as directed by the Engineer. This work is incidental to Concrete Slab Slope

Protection Repair.

Concrete slab slope protection repair will be measured in square yards of surface area and will be paid for at the Contract unit price per square yard. This price shall include removing existing slope protection, furnishing and installing new slope protection including all materials necessary, regrading (benching) of the slope within and along the sides of the slope protection, furnishing and placing of the backfill material and geotextile subgrade stabilization fabric, disposal of material, replacing joint sealers around piers and abutments, and removing vegetation and debris.

Payment will be made under:

Pay Item Pay Unit

Concrete slab slope protection repair Square yard

UPC: 128603 December 19, 2025 (SPCN)

TYPE C PATCHING (VES) shall be in performed accordance with Section 412 of the Specifications.

Patching material used for Type C Patching shall be very early strength (VES) Latex-Modified Concrete in accordance with Section 425.02 of the Specifications. The concrete patching material shall obtain a minimum compressive strength of 2500 psi in 3 hours.

VES Patching shall be performed within the timeframe assigned by the Engineer. If the patching is not performed within the assigned timeframe, the Contractor shall be responsible for the cost of any damage claims that may result from the unpatched conditions.

Type C patching (VES) will be measured square yards of surface area and will be paid for at the Contract unit price per square yard. This price shall include furnishing and placing concrete to fil the prepared areas.

Payment will be made under:

Pay Item Pay Unit

Type C patching (VES) Square yard

UPC: 128603 May 11, 2026 (SPCN)

SHIM EXISTING BEARING— The Contractor shall shim existing bearings in accordance with Section 408 of the Specifications, the Plans, or as directed by the Engineer.

Shim existing bearing will be measured in units of each and will be paid for at the Contract unit price per each. This price shall include removing the existing nuts and washers; furnishing and installing a shim plate between the existing steel masonry plate and concrete seat; re-installing existing washers; furnishing and placing new nuts; and disposal of material.

UPC: 128603 May 8, 2026 (SPCN)

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

Evidence of big brown bats has been identified on Fed ID 17444, listed in this Contract. Bridge work in the vicinity of bats shall observe a pup season Time of Year Restriction from May 20 through July 31 of any year.

COLLECTION OF PROCESS WATER DURING HYDRO-DEMOLITION—When hydro-demolition is used for deck surface preparation operations, the equipment employed shall ensure all hydro-demolition process water is collected on the project site. The hydro-demolition collection procedure shall capture and contain the process water. The Contractor shall not discharge process water into the environment. Once hydro-demolition is complete, the process water shall be transported offsite for proper disposal. Per Section 425.03(a)3 of the Specifications, the Contractor shall be responsible for compliance with all environmental laws and regulations regarding the proper disposal of the process water.

UPC: 128603 June 4, 2026 (SPCN)

IDENTIFICATION AND AVOIDANCE OF ASBESTOS CONTAINING MATERIALS - The Contractor is advised that asbestos containing materials (ACM) have been identified on the following bridge structures:

State ID No.

Federal ID No.

Location NESHAP Category Condition Quantity

2016 17452 UNDER METAL RAILINGS

WHERE RAILINGS

ATTACH TO TOP OF

BRIDGE PARRAPET

WALLS, AND ASBESTOS

IS GLUE ADHESIVE

UNDER REFLECTORS

WHERE THEY ATTACH

TO SIDES OF BRIDGE

PARAPET WALLS.

Category II Non- Friable

Good 24 SF

2017 17454 UNDER METAL RAILINGS

WHERE RAILINGS

ATTACH TO TOP OF

BRIDGE PARAPET

WALLS.

Cat II Non-Friable Good 1 SF

2010 17440 UNDER METAL RAILINGS

WHERE RAILINGS

ATTACH TO TOP OF

BRIDGE PARRAPET

WALLS.

Category II Non- Friable

Good 28 SF

The scope of work for these bridge structures does not require disturbance or removal of any of the known ACM. Disturbance, breakage, or abrasion of this material, intentional or otherwise, must be avoided. Costs for any repairs, clean-up, corrective action, or other incidental costs resulting from disturbance of this ACM shall be at the sole expense of the Contractor. Asbestos inspection reports for the structures are available for review upon request.

UPC: 128606 June 12, 2026 (SPCN)

IDENTIFICATION OF TRACE ASBESTOS - The Contractor is advised that trace asbestos (<1% ACM) has been identified on the following bridge structures:

State ID No.

Federal ID No.

Location

2011 17442 Located under metal rails, where rails attach to top of parapet walls.

Where the scope of the work for these bridge structures requires disturbance or removal of any of the trace asbestos, the Contractor shall comply with any Federal and/or State Occupational Health and Safety

Administration (OSHA) and/or Department of Labor and Industry (DOLI) regulatory requirements. No separate compensation will be provided. Cost associated with disturbance, removal, and disposal shall be included with the cost of other appropriate bid items.

Asbestos inspection reports for the structures are available for review upon request.

SP0F0-000100-00

Reissued July 12, 2016

PREDETERMINED MINIMUM WAGE RATES

"General Decision Number: VA20260091 05/18/2026

State: Virginia

Construction Types: Highway

Counties: Virginia Counties of Smyth

Modification Number Publication Date

0 01/02/2026

1 05/18/2026

SUVA2016-027 07/02/2018

Rates Fringes

TRUCK DRIVER: MULTI AXLE...........................$ 16.41 0.00

TRUCK DRIVER: HEAVY OVER 7 CY.....................$ 16.69 0.00

TRUCK DRIVER: 1/SINGLE AXLE TRUCK..................$ 15.80 0.00

TRUCK DRIVER : HEAVY 7CY & UNDER....................$ 16.69 0.00

TRAFFIC CONTROL: FLAGGER..........................$ 11.45 0.00

PAVEMENT MARKING TRUCK DRIVER.......................$ 19.00 0.00

PAVEMENT MARKING OPERATOR...........................$ 19.80 0.00

OPERATOR: ASPHALT SPREADER AND DISTRIBUTOR..........$ 15.95 0.00

OPERATOR: TRACTOR (UTILITY)........................$ 12.25 0.23

OPERATOR: ROLLER (FINISHING).......................$ 15.17 0.00

OPERATOR: ROLLER...................................$ 15.85 0.00

OPERATOR: PAVER (ASPHALT, AGGREGATE, AND

CONCRETE)...........................................$ 16.80 0.00

OPERATOR: PAVEMENT PLANER GROUNDSMEN...............$ 14.81 0.29

OPERATOR: PAVEMENT PLANER..........................$ 17.28 0.00

OPERATOR: MILLING MACHINE..........................$ 21.13 0.00

OPERATOR: MECHANIC.................................$ 18.57 0.00

OPERATOR: LOADER...................................$ 19.36 0.00

OPERATOR: GRADER/BLADE, INCLUDES FINISHING.........$ 26.13 0.00

OPERATOR: CRANE....................................$ 26.68 0.00

OPERATOR: BULLDOZER................................$ 19.36 0.00

OPERATOR: BROOM/SWEEPER............................$ 12.25 0.23

OPERATOR: BACKHOE/EXCAVATOR/TRACKHOE...............$ 20.53 0.00

LABORER: PIPELAYER.................................$ 16.75 0.00

LABORER: COMMON OR GENERAL.........................$ 13.79 0.00

LABORER: ASPHALT, INCLUDES RAKER, SHOVELER,

SPREADER AND DISTRIBUTOR............................$ 15.90 0.00

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

CEMENT MASON/CONCRETE FINISHER......................$ 19.35 0.00

CARPENTER, INCLUDES FORM WORK.......................$ 16.52 0.00

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

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/SP0F0-000100-00.docx

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.

Note: Executive Order 13658 generally applies to contracts subject to the Davis-Bacon Act that were awarded on or between January 1, 2015 and January 29, 2022, and that have not been renewed or extended on or after January 30, 2022. Executive Order 13658 does not apply to contracts subject only to the Davis-Bacon Related Acts regardless of when they were awarded. If a contract is subject to

Executive Order 13658, the contractor must pay all covered workers at least $13.65 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract from May 11, 2026, through December 31, 2026. The applicable Executive Order minimum wage rate will be adjusted annually.

Additional information on contractor requirements and worker protections under Executive Order 13658 is available at www.dol.gov/whd/govcontracts.

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

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

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

Union Rate Identifiers

A four-letter identifier beginning with characters other than

�SU�, �UAVG�, �SA�, or �SC� denotes that a union rate was prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2024. PLUM is an identifier of the union whose collectively bargained rate 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. The date, 07/01/2024 in the example, is the effective date of the most current negotiated rate.

Union prevailing wage rates are updated to reflect all changes over time that are reported to WHD in the rates in the collective bargaining agreement (CBA) governing the classification.

Union Average Rate Identifiers

The UAVG identifier indicates that no single rate prevailed for those classifications, but that 100% of the data reported for the classifications reflected union rates. EXAMPLE:

UAVG-OH-0010 01/01/2024. UAVG indicates that the rate is a weighted union average rate. OH indicates the State of Ohio.

The next number, 0010 in the example, is an internal number used in producing the wage determination. The date, 01/01/2024 in the example, indicates the date the wage determination was updated to reflect the most current union average rate.

A UAVG rate will be updated once a year, usually in January, to reflect a weighted average of the current rates in the collective bargaining agreements on which the rate is based.

Survey Rate Identifiers

The �SU� identifier indicates that either a single non-union rate prevailed (as defined in 29 CFR 1.2) for this classification in the survey or that the rate was derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As a weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SUFL2022-007

6/27/2024. SU indicates the rate is a single non-union prevailing rate or a weighted average of survey data for that classification. FL indicates the State of Florida. 2022 is the year of the 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. The date, 6/27/2024 in the example, indicates the survey completion date for the classifications and rates under that identifier.

�SU� wage rates typically remain in effect until a new survey is conducted. However, the Wage and Hour Division (WHD) has the discretion to update such rates under 29 CFR 1.6(c)(1).

State Adopted Rate Identifiers

The �SA� identifier indicates that the classifications and prevailing wage rates set by a state (or local) government were adopted under 29 C.F.R 1.3(g)-(h). Example: SAME2023-007

01/03/2024. SA reflects that the rates are state adopted. ME refers to the State of Maine. 2023 is the year during which the state completed the survey on which the listed classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination.

The date, 01/03/2024 in the example, reflects the date on which the classifications and rates under the �SA� identifier took effect under state law in the state from which the rates were adopted.

END OF GENERAL DECISION"

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…