824509vadotA39_107309.pdf

DEPARTMENT OF TRANSPORTATION

Stephen C. Brich, P.E. 1221 East Broad Street Commissioner Richmond, Virginia 23219

VirginiaDOT.org

WE KEEP VIRGINIA MOVING

May 15, 2026

Order No.: A39 Project: 0649-080-R77, M501

FHWA: NONE

District: Salem County: Roanoke Route: 649 Bids: May 27, 2026

To Holders of Bid Proposals:

Please make the following changes in your copy of the bid proposal and plans for the captioned project:

A DBE Goal was erroneously posted, and is to be considered as a 4% SWAM goal.

Sincerely, James Swanson, P.E.

State Contract Engineer Construction Division

Enclosures

Stephen C. Brich, P.E. 1221 East Broad Street Commissioner Richmond, Virginia 23219

VirginiaDOT.org

WE KEEP VIRGINIA MOVING

May 15, 2026

Order No.: A39 Project: 0649-080-R77, M501

FHWA: NONE

District: Salem County: Roanoke Route: 649 Bids: May 27, 2026

To Holders of Bid Proposals:

Please make the following changes in your copy of the bid proposal and plans for the captioned project:

PROPOSAL

Replace Schedule of Items (SOI) as the following was changed:

o Line Item 0160 ASPHALT CONCRETE TY. IM-19.0A CONST Replace page 148 as the following was added:

o Section 4.4: Added

Replace pages 169 through 174 as the environmental permits were updated

PLANS

0649-080-R77, M501_01J-R1 0649-080-R77, M501_01D-R1

These plans are available for viewing and downloading from ProjectWise.

Sincerely, James Swanson, P.E.

State Contract Engineer Construction Division

Enclosures

ORDER NO.: A39

CONTRACT ID. NO.: C0000107309M01

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

CNSP (S) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 649

FHWA NUMBER: NONE

PROJECT NUMBER: 0649-080-R77, M501

COUNTY: ROANOKE

DISTRICT: SALEM

DESCRIPTION: RETAINING WALL AND ROAD SAFETY IMPROVEMENTS

FROM: 1.004 MI. N. OF BOTTS HOLLOW RD.

TO: 0.005 MI. S. OF WEST RIVER RD.

DATE BID SUBMITTED: 10:00 AM WEDNESDAY, MAY 27, 2026

Form C-118 Rev. 2-1-24

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

NOTICE TO BIDDERS

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

1. Bids shall be filed electronically through Bidx (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

DEPARTMENT OF TRANSPORTATION

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: 0649-080-R77, M501

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)

By: By:

(Officer, Partner or Owner) (Seal) (Surety Company)

(Principal*) (Attorney-in-Fact**) (Seal)

By: By:

(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

DEPARTMENT OF TRANSPORTATION

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION FORM (ALL BIDDERS)

PROJECT NO. 0649-080-R77, M501 CONTRACT ID. NO. C0000107309M01

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

PROJECT NUMBER:

ROUTE NUMBER:

FHWA NUMBER:

DESCRIPTION:

FROM:

TO:

ORDER NO.: A39

CONTRACT ID. NO.: C0000107309M01

TERMS OF THE PROPOSAL\CONTRACT

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

SUBMITTED: 10:00 AM WEDNESDAY, MAY 27, 2026

0649-080-R77, M501

NONE

RETAINING WALL AND ROAD SAFETY IMPROVEMENTS

1.004 MI. N. OF BOTTS HOLLOW RD.

0.005 MI. S. OF WEST RIVER RD.

DISTRICT: SALEM COUNTY: ROANOKE

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: SEPTEMBER 3, 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 05/13/2026Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000107309M01 0649-080-R77, M501

Order No.: A39

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 302SD20-0014

6" PIPE LF

39.000

0020 302SD20-0016

8" PIPE LF

42.000

0030 302SD20-0039

24" CONC. PIPE LF

49.000

0040 302SD20-0205

24" END SECTION ES-1 EA

1.000

0050 303SD20-0001

REGULAR EXCAVATION CY

313.000

0060 303SD20-0023

CHECK DAM ROCK TY. II EA

17.000

0070 303SD20-0028

DEWATERING BASIN EC-8 EA

2.000

0080 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

216.000

0090 303SD20-0032

GEOTEXTILE FABRIC SY

66.000

0100 303SD20-0033

TEMP. SILT FENCE TYPE B LF

819.000

0110 303SD20-0034

TEMP. SILT FENCE TYPE A LF

421.000

0120 303SX20-0010

ACCESS ROAD (TEMPORARY

CONSTRUCTION ACCESS)

LUMP SUM _________._____LUMP SUM

ATTD

0130 305SD20-0012

AGGR.BASE MAT.TY. I NO.21A

OR 21B

TON

307.000

0140 306SD20-0001

LIME TON

2.640

Revised 05/15/2026

Schedule of Items Page: 3

Proposal ID: C0000107309M01 0649-080-R77, M501

Order No.: A39

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.

0150 308SX20-0003

CRUSHER RUN AGGR. NO. 25

OR 26

TON

165.000

ATTD

0160 315SD20-0004

ASPHALT CONCRETE TY. IM-

19.0A CONST

TON

163.000

0170 315SD20-0008

ASPHALT CONCRETE TY. SM-

9.5D CONST

TON

71.000

0180 315SD20-0104

SAW-CUT ASPHALT

CONCRETE (FULL DEPTH)

LF

400.000

0190 401SD20-0007

COFFERDAM EA

2.000

0200 401SX20-0008

BRIDGE SUBSTRUCTURE

(GROUTED ANCHORS)

EA

12.000

ATTD

0210 403SX20-0018

PILE (MICROPILES) LF

324.000

ATTD

0220 404SD20-0012

CONCRETE CLASS A4,

SUBSTRUCT. CONST.

CY

67.000

0230 410SX20-0008

BRIDGE SUPERSTRUCTURE

(PRECAST MOMENT SLABS)

LF

150.000

ATTD

0240 410SX20-0020

PARAPET SSCP-1 LF

150.000

ATTD

0250 414SD20-0003

EROSION CTRL. STONE CL. I,

EC-1

TON

7.000

0260 414SD20-0012

DRY RIPRAP CL.I 26" TON

32.000

0270 414SD20-0057

DRY RIPRAP CL.II 38" TON

141.000

Schedule of Items Page: 4

Proposal ID: C0000107309M01 0649-080-R77, M501

Order No.: A39

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.

0280 502SD20-0011

CURB, STD. CG-2 LF

73.000

0290 502SD20-0012

CURB, RADIAL CG-2 LF

19.000

0300 502SD20-0014

CURB, STD. CG-3 LF

27.000

0310 504SD20-0001

CONCRETE CLASS A3 MISC. CY

2.000

302, 504

0320 505SD20-0011

GUARDRAIL GR-MGS1 LF

25.000

0330 505SD20-0019

GUARDRAIL HEIGHT

TRANSITION GR-MGS4

EA

1.000

0340 505SD20-0055

FIXED OBJECT ATTACH. GR-

FOA-5

EA

1.000

0350 505SD20-0073

REMOVE EXISTING

GUARDRAIL

LF

37.000

0360 506SX20-0002

WALL (PRECAST MODULAR

RETAINING WALL)

SF

213.000

ATTD

0370 507SD20-0001

FENCE FE-W1 LF

191.000

0380 507SD20-0004

CORNER BRACE UNIT FE-W1

OR FE-W2

EA

6.000

0390 508SD20-0004

DEMO. OF PAVEMENT

FLEXIBLE

SY

300.000

0400 510SX20-0016

REMOVE EXIST. FENCE . LF

209.000

Schedule of Items Page: 5

Proposal ID: C0000107309M01 0649-080-R77, M501

Order No.: A39

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.

0410 512SD20-0013

TYPE 3 BARRICADE 8' EA

2.000

0420 512SD20-0014

TEMPORARY SIGN SF

250.000

0430 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

4,872.000

0440 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

6,048.000

0450 512SD20-0027

FLAGGER SERVICE HR

1,272.000

0460 512SD20-0046

TEMP. PVMT MRKG TY. A, 4" LF

1,420.000

0470 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

0480 514SD20-0001

FIELD OFFICE TY.I MO

14.000

0490 515SD20-0003

FLEX. PAVE.TIE-IN PLANING

ABOVE 2"-4"

SY

374.000

0500 517SD20-0002

CONSTRUCTION SURVEYING

MIN. PLAN

LUMP SUM _________._____LUMP SUM

0510 602SD20-0004

TOPSOIL CLASS B CY

194.000

0520 603SD20-0002

TEMPORARY SEED LB

106.000

0530 603SD20-0003

REGULAR SEED LB

132.000

0540 603SD20-0004

OVERSEEDING LB

106.000

Schedule of Items Page: 6

Proposal ID: C0000107309M01 0649-080-R77, M501

Order No.: A39

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.

0550 603SD20-0008

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 2

SY

2,239.000

0560 603SD20-0009

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 3

SY

2,323.000

0570 603SD20-0010

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 4

SY

666.000

0580 603SD20-0014

FERTILIZER NITROGEN - N LB

48.000

0590 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

34.000

0600 603SD20-0016

FERTILIZER POTASSIUM - K LB

34.000

0610 606SD20-0001

ROLLED EROSION CTRL

PRODUCT EC-2 TYPE 1

SY

20.000

0620 700SD20-0003

REMOVE EXISTING 1 POST

SIGN STRUCTURE

EA

6.000

0630 700SD20-0034

SIGN POST STP-1, 2", 14

GAUGE

LF

105.000

0640 700SD20-0038

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

7.000

0650 701SD20-0001

SIGN PANEL SF

36.000

0660 704SD20-0001

TYPE A PVMT LINE MRKG 4" LF

1,290.000

0670 704SD20-0015

TYPE B CLASS II PVMT LINE

MRKG 24"

LF

22.000

Schedule of Items Page: 7

Proposal ID: C0000107309M01 0649-080-R77, M501

Order No.: A39

Oversight/State Project No.:

Federal Project No.: NONE

Contractor:

Section: 0001 _________._____Total:

Total Bid: _________._____

Virginia Department of Transportation 04/08/2026Date Printed:

Page

Bid Items Eligible For Fuel Adjustment

C0000107309M01

A39

Contract ID:

Order No.:

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

FORM C-21B

Rev 12-21-05

0001 REGULAR BID ITEMSSECTION:

ltem Description Fuel Factor gal/unit Option Item

Number

_______REGULAR EXCAVATION 0.290303SD20-0001

_______SILTATION CONTROL EXCAVATION 0.290303SD20-0029

_______AGGR.BASE MAT.TY. I NO.21A OR 21B 0.600305SD20-0012

_______CRUSHER RUN AGGR. NO. 25 OR 26 0.400308SX20-0003

_______ASPHALT CONCRETE TY. IM-19.0A CONST 3.500315SD20-0004

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

_______CONCRETE CLASS A4, SUBSTRUCT. CONST. 1.892404SD20-0012

_______EROSION CTRL. STONE CL. I, EC-1 0.600414SD20-0003

_______DRY RIPRAP CL.I 26" 0.400414SD20-0012

_______CONCRETE CLASS A3 MISC. 1.892504SD20-0001

_______DEMO. OF PAVEMENT FLEXIBLE 0.200508SD20-0004

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Steel Price Adjustment

C0000107309M01

A39

Contract ID:

Order No.:

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

Rev 12-21-08

FORM C-21C

0001 REGULAR BID ITEMSSECTION:

ltem Description Option Item

Number

_______GUARDRAIL GR-MGS1505SD20-0011

_______GUARDRAIL HEIGHT TRANSITION GR-MGS4505SD20-0019

_______FENCE FE-W1507SD20-0001

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

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000107309M01

A39

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

ASPHALT CONCRETE TY. IM-19.0A CONST315SD20-0004

ASPHALT CONCRETE TY. SM-9.5D CONST315SD20-0008

Determination of Major Items

1C0000107309M01Contract ID:

ltem Description Item

Number

BRIDGE SUPERSTRUCTURE (PRECAST MOMENT SLABS)410SX20-0008

PILE (MICROPILES)403SX20-0018

Form C-111S 6-7-16

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

MINIMUM SWAM REQUIREMENTS

PROJECT NUMBER: 0649-080-R77, M501

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 4.00 %

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

Form C-112S 6-7-16

COMMONWEALTH OF VIRGINIA

CERTIFICATION OF BINDING AGREEMENT

WITH

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

PROJECT NO: 0649-080-R77, M501

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

CN103-000120-01 SECTION 103.02—AWARD OF CONTRACT 6-17-25 (SPCN) 1

CN105-000140-00 SECTION 105.14—MAINTENANCE DURING CONSTR. 12-20-24 (SPCN) 2

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

CN105-000610-00 SEC. 105.06—SUBCONTRACTING R-7-12-16 (SPCN) 3

CN221-000100-00 SECTION 221.02—DETAIL REQUIREMENTS 1-15-25 (SPCN) 4

CN245-000100-01 SECTION 245.03—TESTING & DOCUMENTATION 1-10-24 (SPCN) 4

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

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

CQ512-000321-00 CONTRACTOR MAINT. OF TEMP. MARKINGS 6-13-17 (SPCN) 7

SSCP PARAPET 2/23/26(SPCN) 7

TEMPORARY CONSTRUCTION ACCESS 2/24/26(SPCN) 7

CRUSHER RUN AGGREGATE NO. 25 OR 26 12-26-23 (SPCN) 8

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 9

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

SP108-000100-01 PROG. SCHED. FOR CAT. I PROJECTS 3-21-22 11

*SP109-000100-05 ASPHALT MATERIAL PRICE ADJUSTMENT 7-8-24 26

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 28

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 30

SP109-000130-01 ELECTRONIC OR PRINTED WEIGH TICKETS 3-10-25 35

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 41

SEC. 107.15—USE OF SWAM BUSINESSES 6-7-21 43

SQ107-001620-00 PREVAILING WAGE RATES 5-11-2021 60

SS109-002020-01 SEC. 109—MEASUREMENT AND PAYMENT 5-1-23 64

SS211-002020-03 SECT 211 – ASPHALT CONCRETE 3-18-24 67

SS220-002020-01 SECTION 220 – CONCRETE CURING MATERIALS 8-28-20 72

SS223-002020-02 SECTION 223 – STEEL REINFORCEMENT 4-4-23 73

*SS234-002020-01 SECTION 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 74

*SS235-002020-01 SECTION 235 – RETROREFLECTORS 5-6-22 75

SS236-002020-01 SECTION 236 – WOOD PRODUCTS 5-14-21 76

*SS246-002020-02 SECTION 246 – PAVEMENT MARKING 5-6-22 80

SS248-002020-02 SECTION 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 88

*SS305-002020-02 SECTION 305 – SUBGRADE AND SHOULDERS 12-20-23 90

SS308-002020-01 SECTION 308 -SUBBASE COURSE 7-13-21 92

SS309-002020-01 SECTION 309 - AGGREGATE BASE COURSE 7-13-21 93

SS315-002020-05 SECTION 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 94

SS317-002020-01 SECTION 317— SMA CONCRETE PLACEMENT 6-21-24 113

SS318-002020-01 SECTION 318—PAVEMENT INTERLAYERS 8-2-23 115

*SS319-002020-02 SECT 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 116

SS321-002020-02 SECTION 321 – TRENCH WIDENING 5-4-23 120

*SS407-002020-02 SEC. 407 – STEEL & METAL STRUCT 11-01-22 122

*SS411-002020-01 SEC. 411 – PROT. COAT. OF METAL 11-01-22 125

*SS512-002020-03 SECTION 512 – MAINTAINING TRAFFIC 7-1-22 126

*SS704-002020-02 SECTION 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 140

PRECAST MODULAR RETAINING WALL 1/9/26 146

TREE REMOVAL TIME OF YEAR RESTRICTION FOR BAT HABITAT 4/14/25 150

PRECAST MOMENT SLABS 1/27/26 151

MICROPILES 1/27/26 156

TABLE OF CONTENTS FOR PROVISIONS

GROUTED ANCHORS 1/27/26 160

ENVIRONMENTAL PERMITS 169

RAILROAD DOCUMENTS 178

cn100-000026-09 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.

12-11-25 (SPCN)

cn103-000120-01 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.

6-17-25 (SPCN)

cn105-000140-00 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.

12-20-24 (SPCN)

cn105-000150-00 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.

1-30-26 (SPCN)

cn105-000610-00 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.

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn105-000610-00.docx

5-15-08; Reissued 7-12-16 (SPCN) [formerly cn105-060100-00] cn221-000100-00 SECTION 221.02—DETAIL REQUIREMENTS of the Specifications is amended by replacing the first paragraph with the following:

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

1-15-25 (SPCN)

cn245-000100-01 SECTION 245.03—TESTING AND DOCUMENTATION of the Specifications is amended by the following:

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

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

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

Physical Properties Test Method Requirements

Compressive strength ASTM D1621, D2412, and D6364

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

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

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

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

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

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

Geocomposite wall drains shall conform to the following:

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn105-060100-00.docx https://covgov.sharepoint.com/:w:/r/sites/TM-VDOT-SC-Specifications-External/_layouts/15/Doc.aspx?sourcedoc=%7BF1622882-4C64-446A-AE11-E07A4F78D1F2%7D&file=cn221-000100-00.docx&action=default&mobileredirect=true

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

Physical Property Test Method Requirements

Compressive strength ASTM D1621, D2412, and D6364

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

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

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

2. Filter Fabric: Geotextile shall be bonded to and tightly stretched over the core.

Geotextile shall not sag or block the flow channels, shall have a life equivalent to that of the core material, and shall conform to the requirements of Section 245.03(c) of the Specifications.

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

Geomembrane Moisture Barrier: Geomembrane moisture barrier shall be resistant to biological attack. Geomembrane shall be constructed of PVC and shall conform to the requirements of ASTM D7176 for PVC 30 or higher grades. In addition, geomembrane shall comply with the requirements of ASTM D7408 for bond seam strength and peel strength.

1-10-24 (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.

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)

CONTRACTOR MAINTENANCE OF TEMPORARY MARKINGS – The second, third, and fourth paragraphs of Section 512.03(k)3 of the Specifications will also apply to Sections 512.03(k)1 and 512.03(k)2 of the Specifications.

6-13-17 (SPCN)

SSCP PARAPET Single Slope Concrete Parapet will be measured per linear foot along the face of curb and paid for in accordance with Section 410.04 of the Specifications.

Payment will be made under:

Pay Item Pay Unit

SSCP Parapet (Type) Linear Foot

2/23/2026(SPCN)

TEMPORARY CONSTRUCTION ACCESS – Temporary construction access is anticipated for access to the stream bed area in order to construct the micropiles, micropile cap, wall facing, grouted anchors, and other project elements. The conceptual layout of the Temporary Construction Access Road included in the environmental permit is not intended to indicate any specific location or design details other than those incorporated as permit conditions.

As part of preparing the construction access area within the limits of the stream bed and prior to construction of the micropile cap, voids in the existing masonry wall identified by the Engineer shall be stabilized. Refer to the Contract Plans for material specifications for void stabilization and additional information.

Areas disturbed during construction access shall be uniformly graded to restore natural contours in a manner that will facilitate drainage and prevent impoundment of water. When no longer required, the access road shall be removed, and the area shall be regarded to a condition matching the preconstruction contouring or as directed by the Engineer. Areas of soil disturbed by construction access shall be stabilized with fertilizer, lime, mulch, seed, etc. as directed by the Engineer and in accordance with Contract Plans and Section 603 of the Specifications. The erosion and sediment control plan for areas disturbed for construction access shall be submitted and approved by the Engineer.

The Contractor is solely responsible for determining all means and methods, labor, equipment, and material necessary to perform this work in accordance with the contract requirements.

TEMPORARY CONSTRUCTION ACCESS will be paid for at the contract lump sum price. This price shall include stabilizing voids in the existing masonry wall and any measures needed to allow access for completing the project, including placement, maintenance, and removal of temporary access road or platform, temporary structures, grading, earthwork, dewatering, temporary drainage, erosion and sediment control plan and measures, and stormwater pollution and protection plan related to construction access.

This price shall be full compensation for materials, tools, labor, equipment, and all incidentals necessary to complete the work.

Payment will be made Fifty Percent (50%) of the bid item will be paid upon installation of the access road and acceptance by the Department. Ten Percent (10%) of the bid item will be paid upon stabilization of the voids in the existing masonry wall. The remaining Forty Percent (40%) will be paid upon removal of the access road and successful establishment of ground cover."

Temporary Construction Access Lump Sum

CRUSHER RUN AGGREGATE NO. 25 OR 26 shall conform to Section 205 of the Specifications and shall be placed at locations shown on the Plans or as directed by the Engineer. Crusher run aggregate No. 25 or

26 will be measured in tons and will be paid for at the Contract ton price. This price shall include furnishing, placing, and compacting.

Payment will be made under:

Crusher Run Aggregate No. 25 or 26 Ton

12-26-23 (SPCN)

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.

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/SP102-000120-00.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/SP102-010100-00.docx

SP107-000110-00

C-45

Rev. 10-9-14; Reissued 10-27-16

STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND THE VIRGINIA POLLUTANT

DISCHARGE ELIMINATION SYSTEM (VPDES) GENERAL PERMIT FOR THE DISCHARGE OF

STORMWATER FROM CONSTRUCTION ACTIVITIES

CONTRACTOR CERTIFICATION STATEMENT

Order No.: A39 Project Number: 0649-080-R77, M501

Route: 649 Contract ID. #: C0000107309M01

I certify under penalty of law that I understand the terms and conditions of the project contract, plans, permits, specifications and standards related to the erosion and sediment control, stormwater management and stormwater pollution prevention plan requirements for the affected activities associated with this project, and the requirements of the VPDES General Permit for the Discharge of Stormwater from Construction Activities (the VPDES Construction Permit) , if applicable to this project, issued by the Virginia Department of Environmental Quality. The VPDES Construction Permit authorizes the storm water discharges associated with the construction activities from the project site identified and described in the bid documents and subsequent contract including any onsite or off-site support facility areas located within VDOT right of way or easement and required for the complete fulfillment of the work therein.

Signature:

Name:

Title:

Contracting Firm:

Address:

Phone Number:

* Project Address/Location:

Certified on this date:

* Include any off-site support facility areas located within VDOT right of way or easement.

(Note: This form must be returned with performance and payment bonds) https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/SP107-000110-00.docx

SP108-000100-01

SPECIAL PROVISION FOR

PROGRESS SCHEDULES FOR CATEGORY I PROJECTS

March 21, 2022

Section 103.06(e) Progress Schedule of the Specifications is deleted and replaced by this provision.

Section 108.03 Progress Schedule of the Specifications is deleted and replaced by this provision.

I. General Requirements

The Contractor shall develop and maintain a Progress Schedule for the entire duration of the Project, which shall be used by all involved parties to plan and execute all work required to complete the Project.

The Progress Schedule will be used by the Department to monitor the project, assess progress, and evaluate the effects of time-related issues on the project. Unless specifically stated otherwise, ‘days’ shall be understood as calendar days.

At the Pre-Construction Conference, in accordance with Section 105.02 or as mutually agreed upon by the Engineer and the Contractor, the Contractor shall attend a Scheduling Conference with the Engineer to discuss the Contractor’s overall plan to accomplish the Work. The Contractor shall also discuss its detail work plan for the initial sixty (60) days; as well as project specific requirements and other key issues that are expected to impact the Progress Schedule or are necessary for the preparation, maintenance, and submittal of the Progress Schedule.

II. Progress Schedule Submissions

Unless otherwise directed in writing by the Engineer, the Contractor shall prepare, maintain, and submit a Progress Schedule in accordance with the following requirements:

1. Baseline Progress Schedule

Within fifteen (15) days of the Contract execution date or within seven (7) days prior to beginning work, whichever occurs first, the Contractor shall submit to the Engineer for review and acceptance, a Baseline Progress Schedule representing the Contractor’s original complete detailed plan to accomplish the entire scope of the Project according to the Contract. Upon acceptance by the Engineer, the Baseline Progress Schedule shall become the Schedule of Record (SOR). The Baseline Progress Schedule submission shall consist of:

A. Baseline Schedule – A logic driven Baseline Schedule depicting all detailed activities required to complete the entire scope of the Project, including as applicable, work to be performed by subcontractors, the Department, and other involved parties. The Baseline Schedule shall be prepared and submitted according to the following:

(1) Software: The Baseline Schedule shall be prepared using any scheduling software of the

Contractor’s choosing that is capable of meeting the detail requirements as specified herein. However, an electronic backup copy of the Baseline Schedule shall be submitted in any of the following acceptable file formats Primavera P6 (XER), Microsoft Project (MPP, XML), or Microsoft Excel (XLS) based on the software.

(2) Project ID and Name: The Project ID and Name for each submission shall be unique and defined as follows:

(a) For Project Schedules prepared in the Primavera P6 software, the Project ID shall be defined using the Contract ID as a prefix followed by a short ID indicating the specific version of the schedule (PS01, BS, BSR1, etc.). For example, Baseline Schedule (C000XXXXXXX_BS, C000XXXXXXX_BSR1, etc.).