830290vadot912_128831.pdf

ORDER NO.: 912

CONTRACT ID. NO.: C0000128831P01

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

CNSP (S) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: VARIOUS

FHWA NUMBER: NONE

PROJECT NUMBER: PM9B-029-F27, P401

COUNTY: FAIRFAX

DISTRICT: NOVA

DESCRIPTION: 2027 PLANT MIX - SECONDARY

LOCATION: VARIOUS

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 https://cabb.virginiadot.org/

Form C-24 Rev. 7-6-05

COMMONWEALTH OF VIRGINIA

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: PM9B-029-F27, 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. 10-8-2025

COMMONWEALTH OF VIRGINIA

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION FORM (ALL BIDDERS)

PROJECT NO.: PM9B-029-F27, P401 CONTRACT ID. NO.: C0000128831P01

FHWA NO.: NONE DATE SUBMITTED:

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

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

BIDDER_________________________________SIGNATURE________________________________

TITLE_____________________________________________________________________________

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION (ALL)

VENDOR

NUMBER

NAME OF SUBCONTRACTOR/SUPPLIER

TELEPHONE NUMBER

SWAM OR

NON-SWAM

UTILIZED

(Y/N)

NOTE: ATTACH ADDITIONAL PAGES, IF NECESSARY.

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

Form C-7 Rev. 2-2-24

TERMS OF THE PROPOSAL / CONTRACT

COMMONWEALTH OF VIRGINIA

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

PROJECT NUMBER: PM9B-029-F27, P401

ROUTE NUMBER: VARIOUS

FHWA NUMBER: NONE

DESCRIPTION: 2027 PLANT MIX - SECONDARY

LOCATION: VARIOUS

DISTRICT: NOVA COUNTY: FAIRFAX

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

Schedule of Items

Date Printed: 06/15/2026

Page: 1

Proposal ID: C0000128831P01 PM9B-029-F27, P401

Order No.: 912

Oversight/State Project No.:

Federal Project No.: NONE

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 303SD20-0030

INLET PROTECTION TYPE A EA

1.000

0020 303SD20-0031

INLET PROTECTION TYPE B EA

63.000

0030 305SP20-0003

AGR. BASE MAT. TY.I OR II

NO. 21A OR 21B

TON

190.000

ATTD

0040 310SD20-0001

TACK COAT GAL

247,355.000

0050 315SD20-0040

ASPH. CONC. TY. IM-19.0A

MAINT

TON

5,806.830

0060 315SP20-0048

ASPH. CONC. BMD P+VO SM-

9.5A

TON

15,363.540

0070 315SP20-0049

ASPH. CONC. BMD P+VO SM-

9.5D

TON

7,055.310

0080 323SD20-0041

SURFACE PREPARATION AND

RESTORATION TYPE II

TON

350.000

0090 512SD20-0027

FLAGGER SERVICE HR

2,203.000

0100 512SD20-0046

TEMP. PVMT MRKG TY. A, 4" LF

83,228.000

0110 512SD20-0047

TEMP. PVMT MRKG TY. A, 6" LF

100.000

0120 512SD20-0050

TEMP. PVMT MRKG TY. A, 24" LF

274.000

0130 512SP20-0002

MAINTENANCE OF TRAFFIC

MOT

LUMP SUM _________._____LUMP SUM

ATTD

Date Printed: 06/15/2026

Page: 2

Proposal ID: C0000128831P01 PM9B-029-F27, P401

Order No.: 912

Oversight/State Project No.:

Federal Project No.: NONE

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 512SX20-0019

TRAFFIC CONTROL SPEED

HUMP

EA

2.000

ATTD

0150 515SD20-0013

FLEXIBLE PAVE.PLANING 0"-

2"

SY

234,162.170

0160 704SD20-0006

TYPE B CLASS I PVMT LINE

MRKG 4"

LF

68,324.000

0170 704SD20-0007

TYPE B CLASS I PVMT LINE

MRKG 6"

LF

100.000

0180 704SD20-0008

TYPE B CLASS I PVMT LINE

MRKG 8"

LF

451.000

0190 704SD20-0010

TYPE B CLASS I PVMT LINE

MRKG 24"

LF

530.000

0200 704SD20-0047

PVMT SYMB MRKG SGL

TURN ARR. TY B CL I

EA

8.000

0210 704SX20-0005

PAVE. MESSAGE MARKING

"STOP AHEAD" TY. B, CL. I

EA

1.000

ATTD

Section: 0001 _________._____Total:

Date Printed: 06/15/2026

Page: 3

Proposal ID: C0000128831P01 PM9B-029-F27, P401

Order No.: 912

Oversight/State Project No.:

Federal Project No.: NONE

Contractor:

0002 ALTERNATE BID ITEMSECTION:

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.

0220 305SX20-0006

SELECT MATERIAL

ALTERNATE SHOULDER

MATERIALS

TON

1.000

ATTD

Section: 0002 _________._____Total:

Total Bid: _________._____

Virginia Department of Transportation 06/15/2026Date Printed:

Page

Bid Items Eligible For Fuel Adjustment

C0000128831P01

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. TY. IM-19.0A MAINT 3.500315SD20-0040

_______ASPH. CONC. BMD P+VO SM-9.5A 3.500315SP20-0048

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

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

0002 ALTERNATE BID ITEMSECTION:

ltem Description Fuel Factor gal/unit Option Item

Number

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Virginia Department of Transportation 06/15/2026Date Printed:

Page

Bid Items Eligible For Asphalt Adjustment within this Project

C0000128831P01

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

TACK COAT310SD20-0001

ASPH. CONC. TY. IM-19.0A MAINT315SD20-0040

ASPH. CONC. BMD P+VO SM-9.5A315SP20-0048

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

SURFACE PREPARATION AND RESTORATION TYPE II323SD20-0041

0002 ALTERNATE BID ITEMSECTION:

ltem Description Item

Number

Form C-111S 6-7-16

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

MINIMUM SWAM REQUIREMENTS

PROJECT NUMBER: PM9B-029-F27, P401

FEDERAL PROJECT NO.: NONE

* * * INSTRUCTIONS * * *

THIS FORM CAN BE USED BY THE CONTRACTOR TO SUBMIT THE NAMES OF SWAM FIRMS TO BE UTILIZED ON THE PROJECT. THE CONTRACTOR SHALL INDICATE THE DESCRIPTION OF THE CATEGORY (S, M, SP or H) AND THE TYPE OF WORK THAT EACH SWAM WILL PERFORM AND THE ALLOWABLE CREDIT PER ITEM(S). ADDITIONAL SHEETS TO SHOW THE ALLOWABLE CREDIT PER ITEM MAY BE ATTACHED IF NECESSARY. PLEASE NOTE: THE AMOUNT OF ALLOWABLE CREDIT FOR A SWAM SUPPLIER IS 60% OF THE TOTAL COST OF THE MATERIALS OR SUPPLIES OBTAINED AND 100% FOR A SWAM MANUFACTURER OF THE MATERIALS AND SUPPLIES OBTAINED. A CONTRACTOR MAY COUNT 100% OF THE FEES PAID TO A SWAM HAULER FOR THE DELIVERY OF MATERIALS AND SUPPLIES TO THE PROJECT SITE, BUT NOT

FOR THE COST OF THE MATERIALS AND SUPPLIES THEMSELVES.

SWAM REQUIREMENT %

PERCENT ATTAINED BY BIDDER %

NAMES(S) AND CERTIFICATION NO.

OF SWAM(S) TO BE USED

USED AS

SUBCONTR. (S)

MFG. (M)

SUPPLIER (SP)

HAULER (H)

TYPE OF WORK AND ITEM

NO(S)

$ AMOUNT OF

ALLOWABLE

CREDIT PER

ITEM

TOTAL $

TOTAL CONTRACT VALUE $ x REQUIRED SWAM % = $

I/WE CERTIFY THAT THE PROPOSED SWAM(S) SUBMITTED WILL BE USED ON THIS CONTRACT AS STATED HEREON AND ASSURE THAT DURING THE LIFE OF THE CONTRACT. I/WE WILL MEET OR EXCEED THE PARTICIPATION

ESTABLISHED HEREON BY THE DEPARTMENT.

BY

BIDDER SIGNATURE

BY

TITLE DATE

0.00

Form C-112S 6-7-16

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

CERTIFICATION OF BINDING AGREEMENT

WITH

SMALL, WOMEN-OWNED, AND MINORITY-OWNED BUSINESS FIRMS

PROJECT NO: PM9B-029-F27, P401

FEDERAL PROJECT NO.: NONE

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

It is hereby certified by the below signed Contractors that there exists a written quote, acceptable to the parties involved preliminary to a binding subcontract agreement stating the details concerning the work to be performed and the price which will be paid for the aforementioned work. This document is not intended to, nor should it be construed to, contain the entire text of the agreement between the contracting parties.

This document does not take the place of, nor may it be substituted for, an official subcontracting agreement in those situations that may require such an agreement. A copy of the fully executed subcontract agreement shall be submitted to the Engineer within fourteen (14) business days after contract execution.

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

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

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

SWAM Contractor

By:

Signature Title

Date:

*Subcontractor

* TO BE SIGNED BY THE SUBCONTRACTOR ONLY IF THEY HAVE A CONTRACT WITH THE ABOVE SWAM FIRM

Prime Contractor

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

CN103-000120-01 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

CN105-000610-00 SEC 105.06—SUBCONTRACTING R-7-12-16 (SPCN) 4

CN107-002110-01 SEC 107.21(D) CONST. LOADING OF STRUCT. 10-30-17 (SPCN) 5

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) 6

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

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

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

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

TRAFFIC CONTROLS FOR FAIRFAX RESIDENCY 10-27-16 (SPCN) 8

WORK ZONE LAW ENFORCEMENT ASSISTANCE FOR PAVEMENT SCHEDULES 4-22-24 (SPCN) 8

AGGREGATE BASE MATERIAL TYPE I OR II NO. 21A OR 21B 9-29-20 (SPCN) 9

CONTRACTOR OPTION FOR TYPE B-II MARKINGS ON SYMBOLS & MESSAGES 8-3-23 (SPCN) 9

TRAFFIC CONTROL (RAISED ASPHALT PAVEMENT) [SH-1, ST-1, RC-1] 11-26-19 (SPCN) 9

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 11

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

*SP109-000100-05 ASPHALT MATERIAL PRICE ADJUSTMENT 7-8-24 14

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

SP109-000140-00 ELECTRONIC WEIGH TICKETS FOR SCHEDULE WORK 5-28-25 18

SP208-000100-00 SEC. 208—SUBBASE & AGGR. BASE MATERIAL (CHCC) 7-12-16 25

*SP211-000100-04 SEC. 211—ASPHALT CONCRETE 05-01-25 27

SP305-000100-01 SHOULDER RENOVATION 10-3-16 29

SP305-000110-00 STABILIZED/PAVED SHOULDER OVERLAY R-7-12-16 33

*SP315-000320-01 PAVEMENT SHOULDER WEDGE 9-16-19 35

SP512-000120-04 SEC. 512—MAINTAINING TRAFFIC FOR RESURF. PROGRAM 6-12-23 38

SP515-000100-00 COLD PLANE (MILL) ASPHALT CONC. OPERATIONS 7-12-16 42

*SP704-000100-06 SEC. 704—PAVEMENT MARKINGS AND MARKERS 6-12-23 47

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 63

PUBLIC NOTICE OF PARKING RESTRICTIONS (PLANT MIX-NOVA) 5-5-17 65

SEC. 105.03 – PROJ. COMMUNICATION & DECISIONS (ASP. SCHED. ONLY) 10-7-16 71

SEC. 107.15—USE OF SWAM BUSINESSES 6-7-21 73

SQ107-001620-00 PREVAILING WAGE RATES 5-11-2021 89

LIMITATION OF OPERATIONS FOR NORTHERN VIRGINIA DISTRICT 11-21-24 93

SQ315-000200-26 BALANCED MIX DESIGN USING PERF. CRITERIA -04-21-2025 109

SQ704-000110-00 <PAVEMENT MARKINGS & MARKERS (DATA LOGGER SYSTEM) 9-25-20 113

SS109-002020-01 SEC 109 — MEASUREMENT AND PAYMENT 5-1-23 115

SS211-002020-03 SEC 211 – ASPHALT CONCRETE 3-18-24 118

SS220-002020-01 SEC 220 – CONCRETE CURING MATERIALS 8-28-20 123

SS223-002020-02 SEC 223 – STEEL REINFORCEMENT 4-4-23 124

SS234-002020-01 SEC 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 125

SS235-002020-01 SEC 235 – RETROREFLECTORS 5-6-22 126

SS236-002020-01 SEC 236 – WOOD PRODUCTS 5-14-21 127

SS246-002020-02 SEC 246 – PAVEMENT MARKING 5-6-22 131

SS248-002020-02 SEC 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 139

SS305-002020-02 SEC 305 – SUBGRADE AND SHOULDERS 12-20-23 141

SS308-002020-01 SEC 308 - SUBBASE COURSE 7-13-21 143

TABLE OF CONTENTS FOR PROVISIONS

SS309-002020-01 SEC 309 - AGGREGATE BASE COURSE 7-13-21 144

SS315-002020-05 SEC 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 145

SS317-002020-01 SEC 317— STONE MATRIX ASPHALT CONCRETE PLACEMENT 6-21-24 164

SS318-002020-01 SEC 318 — PAVEMENT INTERLAYERS 8-2-23 166

SS319-002020-02 SEC 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 167

SS407-002020-02 SEC 407 – STEEL & METAL STRUCT 11-01-22 171

SS411-002020-01 SEC 411 – PROT. COAT. OF METAL 11-01-22 173

SS512-002020-03 SEC 512 – MAINTAINING TRAFFIC 7-1-22 174

SS704-002020-02 SEC 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 188

NO PLAN ASSEMBLY 194

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.

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

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

**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.

cn103-000120-01 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, subject to the provisions, if applicable, in § 2.2-4324 of the Code of Virginia.

The award date will not be later than midnight on the 60th day after the opening of bids. If the Board, or the Commissioner as 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.

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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.

cn105-000610-00 July 12, 2016 (SPCN)

SECTION 105.06—SUBCONTRACTING of the Specifications is amended to replace the first paragraph with the following:

No portion of the Contract shall be subcontracted or otherwise disposed of without the written consent of the Engineer, except for work that is $25,000 or less per subcontractor, where the cumulative total of the sublets not requiring the Engineer’s written consent will not exceed 10 percent of the original contract value. This will not, however, waive the requirements for prequalification, and will be considered part of the percentage the Contractor is allowed to subcontract. The Contractor shall notify the Engineer of the name of the firm to whom the work will be subcontracted, and the amount and items of work involved. Such notification shall be made and verbal approval given by the Engineer prior to the subcontractor beginning work.

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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.

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.

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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 following:

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

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.

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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.

DRUG-FREE WORKPLACE– The Contractor shall:

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

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

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

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

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

7-3-19 (SPCN)

cq107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY

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

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

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

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

c. If the Contractor employs more than five employees, the Contractor shall (i) provide annual training on the Contractor's sexual harassment policy to all supervisors and employees providing services in the Commonwealth, except such supervisors or employees that are required to complete sexual harassment training provided by the Department of Human Resource Management, and (ii) post the Contractor's sexual harassment policy in (a) a conspicuous public place in each building located in the Commonwealth that the Contractor owns or leases for business purposes and (b) the Contractor's employee handbook.

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

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

5-11-22 (SPCN)

TRAFFIC CONTROLS FOR FAIRFAX RESIDENCY — The Contractor shall notify the Fairfax County Police Traffic Safety Division Commander at (703) 280-0500 after “No Parking” signs have been posted and notices delivered. The Contractor shall provide a copy of the notice to the Traffic Division Commander.

The Contractor shall contact the Fairfax County Police Traffic Safety Division at (703) 280-0500 to request enforcement and towing from the approved construction site. Holiday and weekend requests shall be directed through the Fairfax County Public Safety Communication Center at (703) 280-0500.

10-27-16 (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.

4-22-24 (SPCN)

UPC: 128831 September 29, 2020 (SPCN)

AGGREGATE BASE MATERIAL TYPE I OR II NO. 21A OR 21B will be measured in tons and will be paid for at the Contract ton price. This price shall include furnishing, hauling, placing, manipulating and compacting the material.

Payment will be made under:

Pay Item Pay Unit

Aggregate base material (Type and No.) Ton

UPC: 128831 August 3, 2023 (SPCN)

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.

UPC: 128831 November 26, 2019 (SPCN)

TRAFFIC CONTROL (RAISED ASPHALT PAVEMENT): This work shall consist of milling existing pavement, furnishing and placing asphalt speed humps and related new markings, and restoring affected markings at locations determined by the Engineer and as specified in the Speed Hump (SH-1), Speed Table (ST-1), and Raised Crosswalk RC-1 detail sheets in this contract.

The Contractor shall mill a 1-1/2 inch deep 24-inch wide strip around the perimeter of the existing pavement area that the SH-1, ST-1, or RC-1 will cover. All debris from the milling shall be removed and area cleaned.

The area to be covered by asphalt for the speed hump shall be tacked prior to asphalt placement.

The Contractor shall place, shape and compact the asphalt within the milled area for the speed hump in conformance with the configuration specified in the SH-1, ST-1, or RC-1 detail sheet in this contract. Final compacted shaping shall produce smooth edges and surface area that does not show aggregate without fines in the mix and lines on the surface. Loose asphalt shall be raked away from the placement area during this operation and the area cleaned up when completed. A seal of liquid asphalt shall be applied to the adjoining edge of installation to help prevent moisture penetration. All milling and asphalt work at a speed hump installation location shall be completed in one continuous operation.

The Contractor shall furnish and install new pavement markings specific to the speed hump as specified in the Speed Hump SH-1, ST-1, or RC-1 detail sheet as well as restoration of markings to pre-installation conditions in accordance with Section 704 of the Specifications.

Traffic Control (Speed Hump SH-1, Speed Table ST-1, or Raised Crosswalk RC-1) will be measured and paid for at the contract bid price per each. This price shall include milling and cleaning existing pavement, furnishing and placing asphalt for the speed hump, loose asphalt material cleanup, general cleanup, tack coat, liquid asphalt sealer, furnishing and installing new pavement marking and restoration of markings to pre-installation conditions.

Payment will be made under:

Pay Item Pay Unit

Traffic Control (Speed Hump SH-1) Each

Traffic Control (Speed Table ST-1) Each

Traffic Control (Raised Crosswalk RC-1) Each

SP102-000120-00 [formerly SP102-010100-00]

SPECIAL PROVISION FOR

NON-DISCRIMINATION IN EMPLOYMENT AND CONTRACTING PRACTICES

January 10, 2017

I. Description

This Special Provision implements Executive Order 61, ensuring equal opportunity and access for all Virginians in state contracting and public services.

II. Non-Discrimination

The Contractor shall maintain a non-discrimination policy, which prohibits discrimination by the Contractor on the basis of race, sex, color, national origin, religion, sexual orientation, gender identity, age, political affiliation, disability, or veteran status. This policy shall be followed in all employment practices, subcontracting practices, and delivery of goods or services. The Contractor shall also include this requirement in all subcontracts valued over $10,000.

III. Measurement and Payment

Conformance with this Special Provision will not be measured for individual payment, and will be considered incidental to the Work.

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SP105-000100-00

INFORMAL PARTNERING

January 14, 2008c; Reissued July 12, 2016

I. DECLARATION AND DESCRIPTION

The Virginia Department of Transportation (VDOT) is firmly committed to the formation of a partnering relationship with the Contractor, all subcontractors, suppliers, FHWA representatives;

where appropriate, other federal agencies, local government officials, utilities representatives, law enforcement and public safety officials, consultants, and other stakeholders to effectively and efficiently manage and complete each construction or…