829889vadotA67_118431.pdf

ORDER NO.: A67

CONTRACT ID. NO.: C0000118431B20

Form C-6a

Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 749

FHWA NUMBER: BROS-056-7(031)

PROJECT NUMBER: 0749-056-752, B620

COUNTY: MADISON

DISTRICT: CULPEPER

DESCRIPTION: SGR- BRIDGE REPLACEMENT

FROM:

TO:

0.03 MI. N. HUGHES RIVER

0.02 MI. S. HUGHES RIVER

DATE BID SUBMITTED: 10:00 AM WEDNESDAY, JULY 22, 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: 0749-056-752, B620

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.

0749-056-752, B620

CONTRACT I.D.

NO.

C0000118431B20

FHWA NO. BROS-056-7(031)

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

SHEET 1

TERMS OF THE PROPOSAL\CONTRACT

SUBMITTED: 10:00 AM WEDNESDAY, JULY 22, 2026

PROJECT NUMBER: 0749-056-752, B620

ROUTE NUMBER: 749

FHWA NUMBER: BROS-056-7(031)

DESCRIPTION: SGR- BRIDGE REPLACEMENT

FROM:

TO:

0.03 MI. N. HUGHES RIVER

0.02 MI. S. HUGHES RIVER

DISTRICT: CULPEPER COUNTY: MADISON

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

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

COMPLETION DATE: DECEMBER 2, 2027

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 06/08/2026Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000118431B20 0749-056-752, B620

Order No.: A67

Oversight/State Project No.:

Federal Project No.: BROS-056-7(031)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0010 301SD20-0001

CLEARING AND GRUBBING LUMP SUM _________._____LUMP SUM

0020 303SD20-0001

REGULAR EXCAVATION CY

71.000

0030 303SD20-0007

BORROW EXCAVATION CY

468.000

0040 303SD20-0023

CHECK DAM ROCK TY. II EA

11.000

0050 303SD20-0028

DEWATERING BASIN EC-8 EA

4.000

0060 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

110.000

0070 303SD20-0034

TEMP. SILT FENCE TYPE A LF

424.000

0080 303SX20-0022

EROSION CONTROL

TURBIDITY CURTAIN

(IMPERVIOUS)

LF

107.000

ATTD

0090 308SD20-0011

AGGR. BASE MATL. TY. I NO.

21A

TON

398.000

0100 315SD20-0005

ASPHALT CONCRETE TY. IM-

19.0D CONST

TON

21.000

0110 315SD20-0008

ASPHALT CONCRETE TY. SM-

9.5D CONST

TON

34.000

0120 315SD20-0010

ASPHALT CONCRETE BM-25.0 TON

49.000

0130 315SX20-0011

SAW-CUT ASPH CONC (FULL

DEPTH)

LF

120.000

ATTD

Schedule of Items Page: 3

Proposal ID: C0000118431B20 0749-056-752, B620

Order No.: A67

Oversight/State Project No.:

Federal Project No.: BROS-056-7(031)

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.

0140 401SD20-0001

STRUCTURE EXCAVATION

CONST.

CY

792.000

0150 401SD20-0002

SELECT BACKFILL

ABUTMENT ZONE

TON

635.000

0160 401SD20-0004

GEOCOMPOSITE WALL

DRAIN

SY

37.000

0170 401SD20-0007

COFFERDAM EA

2.000

0180 401SX20-0011

BRIDGE SUBSTRUCTURE

TEMPORARY SHORING

LUMP SUM _________._____LUMP SUM

ATTD

0190 404SD20-0011

CONCRETE CLASS A3,

SUBSTRUCT. CONST.

CY

206.000

0200 404SP20-0002

SHEAR KEYS CF

37.000

ATTD

0210 405SD20-0154

PREST.CONC.BOX BEAM 3' X

2'3"X(+65'-70')

EA

3.000

0220 405SD20-0188

PREST.CONC.BOX BEAM 4' X

2'3"X(+65'-70')

EA

2.000

0230 406SD20-0006

REINFORCING STEEL

SUBSTRUCT. CONST.

LB

8,130.000

0240 406SD20-0008

CR REINF. STEEL CL. I

SUBSTRUCT. CONST.

LB

4,700.000

0250 410SX20-0007

BRIDGE SUPERSTRUCTURE

TEMPORARY DETOUR

BRIDGE

LUMP SUM _________._____LUMP SUM

ATTD

Schedule of Items Page: 4

Proposal ID: C0000118431B20 0749-056-752, B620

Order No.: A67

Oversight/State Project No.:

Federal Project No.: BROS-056-7(031)

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.

0260 413SX20-0002

DISM.& REM. EX. STR. STR.

NO. 6120

LUMP SUM _________._____LUMP SUM

0270 413SX20-0003

ENV.& WORKER PROTECT.

STR. NO. 6120

LUMP SUM _________._____LUMP SUM

0280 413SX20-0004

MATERIAL DISPOSAL STR.

NO. 6120 TYPE B

LUMP SUM _________._____LUMP SUM

0290 414SD20-0057

DRY RIPRAP CL.II 38" TON

494.000

0300 505SD20-0074

GUARDRAIL, THRIE BEAM LF

150.000

0310 507SD20-0001

FENCE FE-W1 LF

90.000

0320 507SD20-0015

FENCE FE-B LF

10.000

0330 507SX20-0013

FENCE WOODEN (MATCH IN

KIND)

LF

90.000

0340 508SD20-0004

DEMO. OF PAVEMENT

FLEXIBLE

SY

240.000

0350 510SX20-0016

REMOVE EXIST. FENCE

EXISTING FENCE

LF

100.000

ATTD

0360 511SD20-0001

ALLAYING DUST HR

150.000

0370 512SD20-0013

TYPE 3 BARRICADE 8' EA

4.000

0380 512SD20-0014

TEMPORARY SIGN SF

295.000

Schedule of Items Page: 5

Proposal ID: C0000118431B20 0749-056-752, B620

Order No.: A67

Oversight/State Project No.:

Federal Project No.: BROS-056-7(031)

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.

0390 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

1,080.000

0400 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

672.000

0410 512SD20-0029

WARNING LIGHT TY. B DAY

480.000

0420 512SD20-0031

TRAFFIC BARRIER SER.

CONC. MB-7D PC

LF

40.000

0430 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

0440 517SD20-0001

CONSTRUCTION SURVEYING

CONSTR.

LUMP SUM _________._____LUMP SUM

0450 603SD20-0002

TEMPORARY SEED LB

4.600

0460 603SD20-0003

REGULAR SEED LB

38.000

0470 603SD20-0004

OVERSEEDING LB

31.000

0480 603SD20-0005

LEGUME SEED LB

3.000

0490 603SD20-0006

LEGUME OVERSEEDING LB

2.000

0500 603SD20-0007

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 1

SY

97.000

0510 603SD20-0009

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 3

SY

864.000

Schedule of Items Page: 6

Proposal ID: C0000118431B20 0749-056-752, B620

Order No.: A67

Oversight/State Project No.:

Federal Project No.: BROS-056-7(031)

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.

0520 603SD20-0014

FERTILIZER NITROGEN - N LB

10.000

0530 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

13.000

0540 603SD20-0016

FERTILIZER POTASSIUM - K LB

7.000

0550 603SD20-0017

LIME TON

0.470

0560 606SD20-0002

ROLLED EROSION CTRL

PRODUCT EC-2 TYPE 2

SY

163.000

0570 606SD20-0007

ROLLED EROSION CTRL

PRODUCT EC-3 TYPE 3

SY

72.000

0580 700SD20-0003

REMOVE EXISTING 1 POST

SIGN STRUCTURE

EA

6.000

0590 700SD20-0012

RELOCATE EX. 1 POST GRND

MOUNT SGN PANEL

EA

3.000

0600 700SD20-0034

SIGN POST STP-1, 2", 14

GAUGE

LF

84.000

0610 700SD20-0038

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

7.000

0620 701SD20-0001

SIGN PANEL SF

17.000

0630 702SD20-0003

ROAD EDGE DEL. ED-2 EA

12.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000118431B20

A67

Contract ID:

Order No.:

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

FORM C-21B

Rev 12-21-05

0001 REGULAR BID ITEMSSECTION:

ltem Description Fuel Factor gal/unit Option Item

Number

_______REGULAR EXCAVATION 0.290303SD20-0001

_______BORROW EXCAVATION 0.290303SD20-0007

_______SILTATION CONTROL EXCAVATION 0.290303SD20-0029

_______AGGR. BASE MATL. TY. I NO. 21A 0.600308SD20-0011

_______ASPHALT CONCRETE TY. IM-19.0D CONST 3.500315SD20-0005

_______ASPHALT CONCRETE TY. SM-9.5D CONST 3.500315SD20-0008

_______ASPHALT CONCRETE BM-25.0 3.500315SD20-0010

_______STRUCTURE EXCAVATION CONST. 0.290401SD20-0001

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

_______DEMO. OF PAVEMENT FLEXIBLE 0.200508SD20-0004

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Steel Price Adjustment

C0000118431B20

A67

Contract ID:

Order No.:

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

Rev 12-21-08

FORM C-21C

0001 REGULAR BID ITEMSSECTION:

ltem Description Option Item

Number

_______REINFORCING STEEL SUBSTRUCT. CONST.406SD20-0006

_______CR REINF. STEEL CL. I SUBSTRUCT. CONST.406SD20-0008

_______FENCE FE-W1507SD20-0001

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

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000118431B20

A67

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

ASPHALT CONCRETE TY. IM-19.0D CONST315SD20-0005

ASPHALT CONCRETE TY. SM-9.5D CONST315SD20-0008

ASPHALT CONCRETE BM-25.0315SD20-0010

Determination of Major Items

1C0000118431B20Contract ID:

ltem Description Item

Number

CONCRETE CLASS A3, SUBSTRUCT. CONST.404SD20-0011

PREST.CONC.BOX BEAM 3' X 2'3"X(+65'-70')405SD20-0154

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) 1

CN105-000150-00 SECURITY REQUIREMENTS FOR PCMS 1-30-26 (SPCN) 2

CN221-000100-00 SEC 221.02—DETAIL REQUIREMENTS 1-15-25 (SPCN) 3

CN245-000100-01 SEC 245.03—TESTING & DOCUMENTATION 1-10-24 (SPCN) 3

CN522-000300-00 PROTECT NESTING BIRDS DURING BRIDGE MAINT. 7-24-20 (SPCN) 5

*DRUG-FREE WORKPLACE 7-3-19 (SPCN) 5

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

PROTECTION OF BAT SPECIES 1-17-18 (SPCN) 6

TURBIDITY CURTAIN (IMPERVIOUS) 4-1-26 (SPCN) 6

TEMPORARY SHORING 2-6-26 (SPCN) 7

SAW-CUT ASPHALT CONCRETE 3-25-26 (SPCN) 8

SECTION 510—RELOCATE OR MODIFY EXIST MISC ITEMS 11-20-23 (SPCN) 8

SP0F0-000100-00 PREDETERMINED MIN. WAGE RATES R-7-12-16 9

SP0F0-000130-02 FHWA 1273—REQ. PROVISIONS, FED-AID 10-3-23 13

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 40

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 46

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 47

*SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1-21/20 48

SP107-001510-06 INTERIM DBE REQUIREMENTS 1-26-26 50

SP107-003100-00 MADE IN THE USA REQUIREMENTS 10-03-25 54

SP108-000100-01 PROG. SCHED. FOR CAT. I PROJECTS 3-21-22 61

*SP109-000100-05 ASPHALT MATERIAL PRICE ADJUSTMENT 7-8-24 76

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 78

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 80

SP109-000130-01 ELECTRONIC OR PRINTED WEIGH TICKETS 3-10-25 85

SP217-000110-00 ENGINEERED CEMENTITIOUS COMPOSITE (ECC) 3-16-21 91

SP401-000100-01 CLEAR & GRUB BRIDGE APPROACHES 2-28-18 94

SP404-000130-00 SHEAR KEYS AND BLOCK OUTS BETWEEN ADJACENT MEMBERS 3-25-21 96

SP407-000500-00 SUPERSTRUCTURE ERECTION STABILITY 6-10-22" \F C \L 98

SP522-000130-02 TREE REMOVAL TIME OF YEAR RESTRICTION 6-6-22 112

SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 113

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 114

SS109-002020-01 SEC 109 — MEASUREMENT AND PAYMENT 5-1-23 118

SS211-002020-03 SEC 211 – ASPHALT CONCRETE 3-18-24 121

SS220-002020-01 SEC 220 – CONCRETE CURING MATERIALS 8-28-20 126

SS223-002020-02 SEC 223 – STEEL REINFORCEMENT 4-4-23 127

SS234-002020-01 SEC 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 128

SS235-002020-01 SEC 235 – RETROREFLECTORS 5-6-22 129

SS236-002020-01 SEC 236 – WOOD PRODUCTS 5-14-21 130

SS246-002020-02 SEC 246 – PAVEMENT MARKING 5-6-22 134

SS248-002020-02 SEC 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 142

SS305-002020-02 SEC 305 – SUBGRADE AND SHOULDERS 12-20-23 144

SS308-002020-01 SEC 308 - SUBBASE COURSE 7-13-21 146

SS309-002020-01 SEC 309 - AGGREGATE BASE COURSE 7-13-21 147

SS315-002020-05 SEC 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 148

SS317-002020-01 SEC 317— STONE MATRIX ASPHALT CONCRETE PLACEMENT 6-21-24 167

SS318-002020-01 SEC 318 — PAVEMENT INTERLAYERS 8-2-23 169

SS319-002020-02 SEC 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 170

TABLE OF CONTENTS FOR PROVISIONS

SS321-002020-02 SEC 321 – TRENCH WIDENING 5-4-23 174

SS407-002020-02 SEC 407 – STEEL & METAL STRUCT 11-01-22 176

SS411-002020-01 SEC 411 – PROT. COAT. OF METAL 11-01-22 178

SS512-002020-03 SEC 512 – MAINTAINING TRAFFIC 7-1-22 179

SS704-002020-02 SEC 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 192

TEMPORARY DETOUR BRIDGE 2-6-26 201

ENVIRONMENTAL PERMITS 202

T & E CLEARANCE 207

USGS TOPOGRAPHIC MAP 213

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.

cn221-000100-00 January 15, 2025 (SPCN)

SECTION 221.02—DETAIL REQUIREMENTS of the Specifications is amended by replacing the first paragraph with the following:

Guardrail shall consist of rail or cable elements and fastenings fabricated to develop continuous beam or cable strength when installed. Guardrail materials shall conform to AASHTO M180-18 and M30 specification requirements supplied by manufacturers included on the Department’s Approved List 12.

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.

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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.

cn522-000300-00 July 24, 2020 (SPCN)

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

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.

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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)

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

1-17-18 (SPCN)

TURBIDITY CURTAIN (IMPERVIOUS) shall be in accordance with the following:

Section 245.03—Testing and Documentation is amended as follows:

Section 245.03(k) Fabric for Use in Turbidity Curtains is amended to include the following:

Fabric for use in turbidity curtain (impervious) shall conform to turbidity curtain specified herein with the exception of being designed and manufactured to completely block the flow of water and sediment.

Section 303.03—Measurement and Payment is amended as follows:

Section 303.03(i) Turbidity curtain is amended to include the following:

Turbidity curtain (impervious) shall be designed, furnished, installed, maintained, and removed in accordance with turbidity curtain specified herein.

Section 303.06—Measurement and Payment is amended as follows:

Section 303.06(e) Erosion control items is amended to add the following:

19. Turbidity curtain (impervious) will be measured in linear feet from edge of the curtain along the support cable and paid for at the contract unit price per linear foot. This price shall include design details, furnishing, installing, maintaining, and removal of all materials necessary to complete the work.

Payment will be made under:

Pay Item Pay Unit

Turbidity Curtain (Impervious) Linear Foot

4-1-26 (SPCN) 118431

TEMPORARY SHORING - Utilized by the Contractor to support the existing and proposed structures and roadway while open to the traveling public shall be designed by a Registered Professional Engineer holding a valid license to practice Engineering in the Commonwealth of Virginia. Working drawings and design calculations of the shoring shall be submitted to the Engineer for review 30 days prior to installation of the shoring in accordance with Section 105.10 of the Specifications. The drawings shall include plan and profile views, details of sheet piling, walers, rakers, connections, welds, fasteners, all structural members, soldier piles, tiebacks or other means of support as determined by the Contractor and his Engineer. The Contractor shall determine the methods and means of support required for the loads imposed by the roadway, traffic, the structure and any loads imposed by construction equipment during the construction of the project.

Approximate limits of temporary shoring shown on the Plans are for informational purposes only. The Contractor shall be responsible for determining the actual limits and quantities of temporary shoring. The limits of temporary shoring shall be defined as that length necessary for structure excavation or minor structure excavation, and for maintaining minimum temporary slopes in accordance with OSHA requirements around the limits of structure excavation or minor structure excavation for each stage of construction.

Temporary shoring will be paid for at the Contract lump sum price. This price shall include all temporary shoring required for construction of the structure whether or not shown on the plans; design, installation, and removal of the temporary shoring when no longer required; temporary shoring for all construction phases; and all labor, tools, materials, equipment, and incidentals required to complete the work.

Temporary shoring Lump sum

2-6-26 (SPCN) 118431

SAW-CUT ASPHALT CONCRETE — This work shall consist of saw-cutting the existing asphalt concrete pavement to the full depth of the pavement section at the bridge approach and as directed by the Engineer and removing and disposing of the existing deteriorated asphalt concrete.

Saw-cut asphalt concrete will be measured in linear feet of existing asphalt concrete pavement saw cut to the full depth of the pavement section at the bridge approach and will be paid for at the Contract unit price per linear foot. This price shall be full compensation for saw-cutting the asphalt pavement and disposing of the existing deteriorated asphalt concrete.

Saw-cut asphalt concrete Linear foot

3-25-26 (SPCN) 118431

SECTION 510—RELOCATING OR MODIFYING EXISTING MISCELLANEOUS ITEMS of the Specifications is amended as follows

Section 510.04 Measurement and Payment is amended to include the following:

Remove Existing Fence will be measured in linear feet and will be paid for at the contract unit price per linear feet. The price shall include removal, disposal and cleaning up, restoring the area.

The price shall include removal of foundation for fence posts and filling and completing the hole.

Remove Existing Fence Linear Foot

11-20-23 (SPCN) 118431

SP0F0-000100-00

Reissued July 12, 2016

PREDETERMINED MINIMUM WAGE RATES

"General Decision Number: VA20260080 05/18/2026

State: Virginia

Construction Types: Highway

Counties: Virginia Counties of Madison

Modification Number Publication Date

0 01/02/2026

1 05/18/2026

SUVA2016-016 07/02/2018

Rates Fringes

TRUCK DRIVER: SINGLE & MULTI AXLE...................$ 18.00 0.00

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

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

TRAFFIC CONTROL: FLAGGER..........................$ 11.82 0.00

OPERATOR: ASPHALT SPREADER AND DISTRIBUTOR..........$ 18.90 0.00

OPERATOR: ROLLER (FINISHING).......................$ 18.96 0.00

OPERATOR: ROLLER...................................$ 18.11 0.00

OPERATOR: PAVER (ASPHALT, AGGREGATE, AND

CONCRETE)...........................................$ 17.12 0.00

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

OPERATOR: MECHANIC.................................$ 19.13 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...............$ 19.59 0.00

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

LABORER: COMMON OR GENERAL.........................$ 14.96 0.00

LABORER: ASPHALT, INCLUDES RAKER, SHOVELER,

SPREADER AND DISTRIBUTOR............................$ 16.40 0.00

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

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

CARPENTER, INCLUDES FORM WORK.......................$ 17.73 1.48

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

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.

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

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

The Contracting Officer shall require that any class of laborers and mechanics which is not listed in the wage determination and which is to be employed under the Contract, shall be classified or reclassified conformably to the wage determination, and a report of the action taken shall be sent by the Federal agency to the Secretary of Labor. In the event the interested parties cannot agree on the proper classification or reclassification of a particular class of laborers and mechanics to be used, the question accompanied by the recommendation of the Contracting Officer shall be referred to the Secretary for determination.

Before using apprentices on the job the contractor shall present to the Contracting Officer written evidence of…