851502vadot411_130184.pdf

ORDER NO.: 411

CONTRACT ID. NO.: CM427PMA130184

Form C-6a

Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: VARIOUS

FHWA NUMBER: PM04545

PROJECT NUMBER: PM4A-964-27F, P401

COUNTY: VARIOUS

DISTRICT: RICHMOND

DESCRIPTION: 2027 PLANT MIX - SECONDARY

LOCATION: VARIOUS

DATE BID SUBMITTED: 10:00 AM WEDNESDAY, NOVEMBER 18, 2026

Form C-118

Rev. 8-10-2026

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 Form C-24. The form may be emailed to the Construction Division at VDOTContracts@vdot.virginia.gov and must be received prior to the opening of 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: PM4A-964-27F, P401

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. PM4A-964-27F, P401 CONTRACT I.D. NO. CM427PMA130184

FHWA NO. PM04545 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

SUBMITTED: 10:00 AM WEDNESDAY, NOVEMBER 18, 2026

PROJECT NUMBER: PM4A-964-27F, P401

ROUTE NUMBER: VARIOUS

FHWA NUMBER: PM04545

DESCRIPTION: 2027 PLANT MIX - SECONDARY

LOCATION: VARIOUS

DISTRICT: RICHMOND COUNTY: VARIOUS

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

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

COMPLETION DATE: NOVEMBER 19, 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 09/15/2026Date Printed:

Schedule of Items Page: 2

Proposal ID: CM427PMA130184 PM4A-964-27F, P401

Order No.: 411

Oversight/State Project No.:

Federal Project No.: PM04545

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 305SP20-0003

AGR. BASE MAT. TY.I OR II

NO. 21A OR 21B

TON

3,104.230

ATTD

0020 310SD20-0001

TACK COAT GAL

53,631.860

0030 315SP20-0006

PAVEMENT SHOULDER

WEDGE PREP. CONST

LF

20,698.000

ATTD

0040 315SP20-0049

ASPH. CONC. BMD P+VO SM-

9.5D

TON

22,005.110

0050 315SP20-0051

ASPH. CONC. BMD P+VO SM-

12.5D

TON

4,682.030

0060 323SD20-0030

TRAVEL LANE PATCHING

(PATCH MIX TYPE) IM-19.0D

TON

1,354.000

0070 512SD20-0027

FLAGGER SERVICE HR

1,598.000

0080 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

198,658.400

0090 512SD20-0043

ERADICATE NONLINEAR

PVMT MRKG

SF

3,155.000

0100 512SD20-0046

TEMP. PVMT MRKG TY. A, 4" LF

479,127.800

0110 512SD20-0049

TEMP. PVMT MRKG TY. A, 12" LF

946.000

0120 512SP20-0002

MAINTENANCE OF TRAFFIC

MAINTENANCE OF TRAFFIC

LUMP SUM _________._____LUMP SUM

ATTD

Schedule of Items Page: 3

Proposal ID: CM427PMA130184 PM4A-964-27F, P401

Order No.: 411

Oversight/State Project No.:

Federal Project No.: PM04545

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 515SD20-0011

FLEX. PAVE. TIE-IN PLANING

0"-2"

SY

12,212.400

0140 515SD20-0013

FLEXIBLE PAVE.PLANING 0"-

2"

SY

58,079.880

0150 515SX20-0001

FLEX.PAVE.EDGE PLANING

MAINT

SY

3,296.410

ATTD

0160 704SD20-0006

TYPE B CLASS I PVMT LINE

MRKG 4"

LF

243,790.200

0170 704SD20-0008

TYPE B CLASS I PVMT LINE

MRKG 8"

LF

433.000

0180 704SD20-0010

TYPE B CLASS I PVMT LINE

MRKG 24"

LF

742.000

0190 704SD20-0035

PVMT MSG. MARK. "ONLY" TY

B, CL. I, 6'

EA

2.000

0200 704SD20-0041

PVMT MSG. MARK. R/R

CROSSING TY. B, CL. I

EA

3.000

0210 704SD20-0047

PVMT SYMB MRKG SGL

TURN ARR. TY B CL I

EA

36.000

0220 704SD20-0050

DBL TURN ARR.THRU/LT OR

RT TY B, CL I

EA

4.000

0230 704SD20-0110

PVMT MSG. MARK. “SCHOOL”

TY B, CL I, 8’

EA

4.000

0240 704SD20-0123

PVMT MSG. MARK. “SCHOOL”

TY B, CL I, 10'

EA

1.000

Schedule of Items Page: 4

Proposal ID: CM427PMA130184 PM4A-964-27F, P401

Order No.: 411

Oversight/State Project No.:

Federal Project No.: PM04545

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 704SX20-0005

PAVE. MESSAGE MARKING

PVMT MSG MARK. "NO

PARKING FIRE LANE" TY B,

CL I

EA

5.000

ATTD

Section: 0001 _________._____Total:

0002 ALTERNATE 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 305SX20-0006

SELECT MATERIAL

ALTERNATE SHOULDER

MATERIAL

TON

1.000

ATTD

Section: 0002 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

CM427PMA130184

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

_______AGR. BASE MAT. TY.I OR II NO. 21A OR 21B 0.600305SP20-0003

_______TACK COAT 0.016310SD20-0001

_______ASPH. CONC. BMD P+VO SM-9.5D 3.500315SP20-0049

_______ASPH. CONC. BMD P+VO SM-12.5D 3.500315SP20-0051

_______FLEX. PAVE. TIE-IN PLANING 0"-2" 0.071515SD20-0011

_______FLEXIBLE PAVE.PLANING 0"-2" 0.071515SD20-0013

0002 ALTERNATE BID ITEMSSECTION:

ltem Description Fuel Factor gal/unit Option Item

Number

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Page

Bid Items Eligible For Asphalt Adjustment within this Project

CM427PMA130184

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

TACK COAT310SD20-0001

ASPH. CONC. BMD P+VO SM-9.5D315SP20-0049

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

TRAVEL LANE PATCHING (PATCH MIX TYPE) IM-19.0D323SD20-0030

0002 ALTERNATE BID ITEMSSECTION:

ltem Description Item

Number

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

CN102-000100- 01 ALCAT.BID ITEM AND AWARD OF CONTRACT 7-13-16 (SPCN) 1

CN103-000100-01 SEC 103.02—AWARD OF CONTRACT 6-17-25 (SPCN) 2

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

CN105-000140-00 SEC 105.14—MAINTENANCE DURING CONSTRUCTION 12-20-24 (SPCN) 3

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

CN107-002110-01 SEC 107.21(D) CONST. LOADING OF STRUCT. 10-30-17 (SPCN) 4

CN108-000110-00 SEC 108.01—PROSECUTION OF WORK R-7-12-16 (SPCN) 5

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

CN512-000100-00 TABLE V-1, ADT GROUPS 7-12-16 (SPCN) 5

CN512-000120-00 SEC 512—MAINTAINING TRAFFIC (IMPACT ATTEN. SER.) 7-13-16 (SPCN) 5

CN515-000100-02 DISINCENTIVE FOR PLANING IN MULTIPLE LANES 11-23-16 (SPCN) 6

CQ107-000130-00 DRUG-FREE WORKPLACE 7-3-19 (SPCN) 6

CQ107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY 5-11-22 (SPCN) 7

CQ108-000210-02 SEC 108.02—LIMITATIONS OF OPERATIONS (RAILWAY R/W) 9-10-18 (SPCN) 7

CQ512-000140-00 WORK ZONE LAW ENFORCE ASSIST PVMT SCHEDULES 4-22-24 (SPCN) 8

CANCELLED ACTIVITY NOTIFICATION 12-5-13 (SPCN) 8

FLEXIBLE PAVEMENT EDGE PLANING MAINTENANCE 12-12-18 (SPCN) 8

SHOULDER MAINTENANCE MATERIAL 8-1-18 (SPCN) 9

CONTRACTOR OPTION FOR TYPE B-II MARKINGS ON SYMBOLS AND MESSAGES 9

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

SP0F0-000130-03 FHWA 1273—CONTRACT PROVISIONS, FED-AID 7-9-26 31

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 54

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 60

SP105-000100-00 INFORMAL PARTNERING R-7-12-16 61

SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1/21/20 63

SP107-001510-06 INTERIM DBE REQUIREMENTS 1-26-26 65

SP107-003100-01 MADE IN THE USA REQUIREMENTS 10-1-26 69

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

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

SP109-000140-00 ELECTRONIC WEIGH TICKETS FOR SCHEDULE WORK 5-28-25 80

SP208-000100-00 SEC. 208—SUBBASE & AGGR. BASE MATERIAL (CHCC) 7-12-16 86

SP211-000100-04 SEC. 211 ASPHALT CONCRETE 05-01-25 88

SP305-000100-01 SHOULDER RENOVATION 10-3-16 90

SP305-000110-00 STABILIZED/PAVED SHOULDER OVERLAY 7-12-16 94

*SP315-000320-01 PAVEMENT SHOULDER WEDGE 9-16-19 96

SP512-000120-04 SEC. 512—MAINTAINING TRAFFIC FOR RESURF. PROGRAM 6-12-23 100

SP515-000100-00 COLD PLANE (MILL) ASPHALT CONC. OPERATIONS 7-12-16 104

*SP704-000100-06 SEC. 704—PAVEMENT MARKINGS AND MARKERS 6-12-23 109

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 126

SQ105-000120-00 PUBLIC NOTICE OF PARKING RESTRICTIONS (PLANT MIX) 7-12-16 128

SQ105-000310-00 SEC 105.03 – PROJ COMMUN. & DECISIONS (ASP. SCHED ONLY) 10-7-16 132

SQ105-000611-02 SEC 105.06 — SUBCONTRACTING (FED FUNDED PROJECTS) 9-1-26 134

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 135

SQ315-000200-26 BALANCED MIX DESIGN USING PERF. CRITERIA 4-21-2025 139

SQ704-000110-00 PAVEMENT MARKINGS AND MARKERS (DATA LOGGER SYSTEM) 9-25-20 143

SS109-002020-01 SEC 109 — MEASUREMENT AND PAYMENT 5-1-23 145

SS211-002020-03 SEC 211 – ASPHALT CONCRETE 3-18-24 148

SS220-002020-01 SEC 220 – CONCRETE CURING MATERIALS 8-28-20 154

SS223-002020-02 SEC 223 – STEEL REINFORCEMENT 4-4-23 155

TABLE OF CONTENTS FOR PROVISIONS

SS234-002020-01 SEC 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 156

SS235-002020-01 SEC 235 – RETROREFLECTORS 5-6-22 157

SS236-002020-01 SEC 236 – WOOD PRODUCTS 5-14-21 158

SS246-002020-02 SEC 246 – PAVEMENT MARKING 5-6-22 162

SS248-002020-02 SEC 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 170

SS305-002020-02 SEC 305 – SUBGRADE AND SHOULDERS 12-20-23 172

SS308-002020-01 SEC 308 - SUBBASE COURSE 7-13-21 174

SS309-002020-01 SEC 309 - AGGREGATE BASE COURSE 7-13-21 175

SS315-002020-05 SEC 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 176

SS317-002020-01 SEC 317— STONE MATRIX ASPHALT CONCRETE PLACEMENT 6-21-24 195

SS318-002020-01 SEC 318 — PAVEMENT INTERLAYERS 8-2-23 197

SS319-002020-02 SEC 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 198

SS407-002020-02 SEC 407 – STEEL & METAL STRUCT 11-01-22 202

SS411-002020-01 SEC 411 – PROT. COAT. OF METAL 11-01-22 204

SS512-002020-03 SEC 512 – MAINTAINING TRAFFIC 7-1-22 205

SS704-002020-02 SEC 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 218

NO PLAN ASSEMBLY 224

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.

cn102-000100-01 July 13, 2016 (SPCN)

ALTERNATE CATEGORY BID ITEM AND AWARD OF CONTRACT

The Bidders’ attention is directed to the division of the Schedule of Bid Items into two sections, Section 0001 and Section 0002. The description of these two sections is as follows:

Section 0001

Base Bid - Standard Items required for the construction of the work listed in these schedules.

Section 0002

Alternate Category “A” Bid Item – Shoulder Maintenance Material** for possible use in SHOULDER RENOVATION work in these schedules

Bidders shall furnish prices on all bid items in Section 0001, and may also supply a price for the bid item in Section 0002. The award of the contract will be made to the responsive and responsible bidder submitting the lowest Base Bid for Section 0001. If the Contractor has also supplied a price for Section 0002, then the Department, with the concurrence of the Contractor, may allow the use of Shoulder Maintenance Material for shoulder renovation in lieu of, or in addition to, the graded Aggregate Material specified in Section 0001.

Any use of the Shoulder Maintenance Material or a combination blend must be approved for use by the Engineer before Shoulder Renovation operations begin; however, such approval is conditional, and its continued use based on successful performance in the field as determined by the Engineer. In the event the Shoulder Maintenance Material in Section 0002 is not approved for use, or no price for Shoulder Maintenance Material was included in the bid, the Contractor shall use the specified Aggregate Base Material for shoulder renovation work at the price provided in the Base Bid in Section 0001.

In the event the use of Shoulder Maintenance Material is permitted by the Engineer for Shoulder Renovation operations and results in the field prove unacceptable to the Department or the Contractor, the permission for its continued use will be withdrawn, and the Contractor shall use the specified Aggregate Base Material at the price provided in the Base Bid in Section 0001.

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn102-000100-01.docx

The award of the Contract will be in accordance with Section 103.02 of the Specifications except as amended herein.

**Shoulder Maintenance Material shall be as specified in Special Provision for Shoulder Renovation (10-3-

16) Note: The use of CHCC or any CHCC blended material as Shoulder Maintenance Material will only be permitted in areas meeting the following conditions: No more than 3 feet in width and no more than 3 inches in compacted depth once placed.

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.

cn104-000110-00 July 12, 2016 (SPCN)

SECTION 104.01—INTENT OF CONTRACT of the Specifications is replaced by the following:

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

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

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

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

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

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/_layouts/WordViewer.aspx?id=/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/SP305-000100-01.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/_layouts/WordViewer.aspx?id=/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/SP208-000100-00.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn104-000110-00docx 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.

cn107-002110-01 October 30, 2017 (SPCN)

SECTION 107.21(d) CONSTRUCTION LOADING OF STRUCTURES of the Specifications is replaced with the following:

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

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn107-002110-01.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/BK104-002016-00.docx cn108-000110-00 July 12, 2016 (SPCN)

SECTION 108.01—PROSECUTION OF WORK is amended to add the following:

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

cn510-000100-00 July 12, 2016 (SPCN)

LOCATING, REMOVING AND DISPOSING OF RECESSED PAVEMENT MARKERS AND RAISED

SNOW-PLOWABLE MARKERS — The Contractor shall locate, remove and dispose of existing recessed pavement markers and raised snow-plowable markers prior to resurfacing. The cavity left by the removal of the existing recessed pavement markers shall be cleaned of debris, filled with the approved mix for resurfacing and compacted. Locating, removing and disposing of recessed pavement markers and raised snow-plowable markers; cleaning and filling the cavity, and compacting the material placed in the cleaned cavity will not be measured for payment. The cost for performing this work shall be included in the price bid for other appropriate items of work.

cn512-000100-00 July 12, 2016 (SPCN)

TABLE V-1, ADT GROUPS — The Specifications are amended to include the following table:

TABLE V-1

Average Daily Traffic (ADT) Groups

Traffic Group ADT Traffic Group ADT

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

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

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

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

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

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

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

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

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

XIX 40,000 & over cn512-000120-00 July 13, 2016 (SPCN)

SECTION 512—MAINTAINING TRAFFIC of the Specifications is amended as follows:

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

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

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn108-000110-00.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn510-000100-00.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn512-000100-00.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn512-000120-00.docx cn515-000100-02 November 23, 2016 (SPCN)

DISINCENTIVE FOR PLANING IN MULTIPLE LANES

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

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

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

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

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

CQ107-000130-00 July 3, 2019 (SPCN)

DRUG-FREE WORKPLACE – The Contractor shall:

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

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

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

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

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

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn515-000100-02.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/_layouts/WordViewer.aspx?id=/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/SP515-000100-00.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/_layouts/WordViewer.aspx?id=/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/SP515-000100-00.docx

CQ107-000150-00 May 11, 2022 (SPCN)

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.

CQ108-000210-02 September 10, 2018 (SPCN)

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

(c) Railway right-of-way

The Contractor shall not perform work within 10 feet of Railway right-of-way until the Engineer notifies the Contractor in writing that a Right of Entry or Railroad Agreement between the Department and the CSXT, Buckingham Branch or Norfolk Southern for work within the temporary and permanent easements is executed. Performing work within 10 feet of Railway right-of-way will result in the Engineer suspending work in accordance with Section 105.03 of the Specifications.

Such suspension of work will not be considered a valid reason for extending the contract time limit or for additional compensation.

CQ512-000140-00 April 22, 2024 (SPCN)

WORK ZONE LAW ENFORCEMENT ASSISTANCE FOR PAVEMENT SCHEDULES

Where there is no existing agreement (such as currently exists with Virginia State Police for projects on the Interstate System) between the Department and the applicable Law Enforcement Entity: in order to facilitate the furnishing of Officers to projects, the Contractor shall be responsible for obtaining law enforcement assistance in active work zones, as necessary and as agreed upon by the Contractor and the Engineer. Law enforcement assistance may be needed for situations such as: night time operations, congested areas, operating (normal green-yellow-red) signalized intersections, lane closures, or road closures.

When Law Enforcement officers are operating within signalized intersections, work shall proceed as stipulated in the VWAPM and Section 46.2-834 of the Highway Laws of Virginia.

Once the Engineer has agreed with the Contractor that Law Enforcement Officers are needed for a given activity, the Contractor shall arrange directly with the Law Enforcement Entity for the Officers to be on the project. The Law Enforcement Entity will invoice the Contractor directly, showing hours of service per Officer, rounded to the nearest half-hour, and the Contractor shall pay the invoice. Once the invoices have been paid, the Contractor shall provide copies of these invoices (marked as paid) to the Department for reimbursement. All coordination activities performed by the Contractor in order to schedule Law Enforcement Officers shall be incidental to the Work.

If this SPCN is in conflict with any other Specification found elsewhere in the Contract regarding any flagging operations or assistance by Law Enforcement Officers, this SPCN shall govern.

UPC: 130184 December 5, 2013 (SPCN)

CANCELLED ACTIVITY NOTIFICATION - If the Contractor fails to provide the Engineer with appropriate notice of cancellation of a proposed activity (appropriate notice will be defined as 24 hours for non-weather related cancellations and 4 hours for weather related cancellations), the Contractor shall be responsible for the expenses incurred by the Department, State Police, and other State Forces due to his/her failure to provide the required notice. These costs will be deducted from any monies due the Contractor on the next monthly progress estimate.

UPC: 130184 December 12, 2018 (SPCN)

FLEXIBLE PAVEMENT EDGE PLANING MAINTENANCE shall be performed in accordance with Section 515 of the Specifications.

Flexible pavement edge planing maintenance will be measured in square yards and will be paid for at the Contract square yard price. This price shall include of pavement surface area removed to the depths specified in the Contract of the designated pavement type. The Engineer may direct the depth to be adjusted during the initial pass ± 1/2 inch due to field conditions at no additional cost, except in cases where such adjustment constitutes a “changed condition”. If the Engineer’s authorized adjustment of up to an additional 1/2 inch requires the Contractor to “square up” the planed area (depth of planed area now in excess of 2 inches), this will be considered a “changed condition” to the Contract according to Section 104.02 of the Specifications, and the additional 1/2 inch area will be measured for payment.

The planed area is defined as the area resulting from actual length and width of the planed pavement surface visually verified and approved by the Engineer for payment.

If scabbing or laminations still exist and the Contractor has uniformly planed the pavement to the maximum potential depth of the initial pass as defined by the pay item (depth +1/2 inch), the Engineer may direct the Contractor to perform additional passes to increase the depth to eliminate the scabbing or delamination.

The area of additional passes or increased depth beyond the maximum potential depth of the initial pass will also be measured and paid for in square yards as authorized by the Engineer. Such additional passes (beyond the maximum potential depth of the original pass) will not be adjusted, as in averaging or as a percentage of the original depth or considered as the maximum potential depth of the initial pass, to achieve final measurement or payment.

Payment will be made under:

Pay Item Pay Unit

Flexible pavement edge planing maintenance Square yard

UPC: 130184 August 1, 2018 (SPCN)

SHOULDER MAINTENANCE MATERIAL: The Special Provision for SHOULDER RENOVATION, Procedures Section is amended to include the following:

If the Contractor requests to use Section 0002 SELECT MATERIAL ALTERNATE SHOULDER MATERIAL that consists of Reclaimed Asphalt Pavement (RAP) or blended RAP in place of Section 0001 Aggregate Base Material for shoulder work and the request is approved by the Engineer, the use of Alternate Shoulder Material shall be limited to those sections that have or will have longitudinal edge pavement line marking for the full length of the section.

CONTRACTOR OPTION FOR TYPE B-II MARKINGS ON SYMBOLS AND

MESSAGES – The Contractor may use Type B, Class II material for pavement message and symbol markings instead of Type B, Class I designated in the Contract, if approved by the Engineer. This substitution shall be at no additional cost to the

Department.

8-3-2023 (SPCN)

SP0F0-000100-00 July 12, 2016

PREDETERMINED MINIMUM WAGE RATES

"General Decision Number: VA20260110 05/18/2026

State: Virginia

Construction Types: Highway

Counties: Virginia Counties of Charles*

* Designates Independent City

Modification Number Publication Date

0 01/02/2026

1 05/18/2026

ELEC0080-011 06/01/2025

Rates

Fringes

ELECTRICIAN, INCLUDES TRAFFIC SIGNALIZATION.........$ 36.85

14.13

SUVA2016-046 07/02/2018

Fringes

TRUCK DRIVER: SINGLE & MULTI AXLE...................$ 18.23

0.00

TRUCK DRIVER: HEAVY OVER 7 CY.....................$ 16.98

0.00

TRUCK DRIVER: FUEL AND LUBRICANT SERVICE...........$ 18.25

0.00

TRUCK DRIVER : HEAVY 7CY & UNDER....................$ 15.53

0.00

TRAFFIC CONTROL: FLAGGER..........................$ 12.89

0.00

OPERATOR: BULLDOZER, INCLUDING UTILITY..............$ 18.22

2.69

OPERATOR: ASPHALT SPREADER AND DISTRIBUTOR..........$ 19.09

1.81

OPERATOR: SCREED...................................$ 22.13

4.89

OPERATOR: ROLLER (FINISHING).......................$ 19.05

1.29

OPERATOR: ROLLER...................................$ 21.69

0.00

OPERATOR: PILEDRIVER...............................$ 21.83

4.08

OPERATOR: PAVER (ASPHALT, AGGREGATE, AND

CONCRETE)...........................................$ 20.32

0.00

OPERATOR: MILLING MACHINE..........................$ 23.12

3.60

OPERATOR: MECHANIC.................................$ 21.43

0.00

OPERATOR: LOADER...................................$ 17.17

0.00

OPERATOR: HYDROSEEDER..............................$ 16.64

0.00

OPERATOR: GRADER/BLADE.............................$ 23.21

0.00

OPERATOR: GRADALL..................................$ 19.26

0.00

OPERATOR: DRILL....................................$ 24.66

0.00

OPERATOR: CRANE....................................$ 24.42

4.69

OPERATOR: BROOM/SWEEPER............................$ 17.40

2.01

OPERATOR: BOBCAT/SKID STEER/SKID LOADER............$ 19.16

4.45

OPERATOR: BACKHOE/EXCAVATOR/TRACKHOE...............$ 18.31

2.91

LABORER: POWER TOOL OPERATOR.......................$ 15.69

0.00

LABORER: PIPELAYER.................................$ 17.76

0.00

LABORER: GRADE CHECKER.............................$ 14.88

0.00

LABORER: COMMON OR GENERAL.........................$ 13.72

0.00

LABORER: ASPHALT, INCLUDES RAKER, SHOVELER,

SPREADER AND DISTRIBUTOR............................$ 19.21

2.82

IRONWORKER, STRUCTURAL..............................$ 27.38

0.00

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

0.00

CEMENT MASON/CONCRETE FINISHER......................$ 16.03

0.00

CARPENTER, INCLUDES FORM WORK.......................$ 19.22

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

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…