ORDER NO.: A24

CONTRACT ID. NO.: C000120589N01B

Form C-6a

Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: VARIOUS

FHWA NUMBER: STP-PM04(536)

PROJECT NUMBER: 9999-964-686,N501

COUNTY: DISTRICT-WIDE

DISTRICT: RICHMOND

DESCRIPTION: ON-CALL SCOUR REPAIR

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 http://cabb.virginiadot.org/

Form C-24

Rev. 7-6-05

PROPOSAL GUARANTY

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

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

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

SIGNED, sealed and dated this Day of , 20

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

PROJECT NUMBER: 9999-964-686,N501

NOW, THEREFORE, the condition of the above obligee is such, that if the aforesaid principal shall be awarded the contract upon said proposal and shall within the time specified in the Specifications after the notice of such award enter into a contract and give bond for the faithful performance of the contract, then this obligation shall be null and void; otherwise to remain in full force and effect and the principal and surety will pay unto the obligee the difference in money between the amount of the bid of the said principal and the amount for which the obligee may legally contract with another party to perform the said work if the latter amount be in excess of the former; but in no event shall the liability exceed the penal sum hereof.

(Principal*) (Surety Company)

By: By:

(Officer, Partner or Owner) (Seal) (Attorney-in-Fact**) (Seal)

(Principal*) (Address)

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

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

(Officer, Partner or Owner) (Seal) (Address)

*Note: If the principal is a joint venture, each party thereof must be named and execution made by same hereon. If there is more than one surety to the bid bond, each surety must be named and execution shall be made by same hereon.

Electronic Bid Only: In lieu of completing the above section of the Contract Performance Bond, the Principal shall file an Electronic Bid Bond when bidding electronically. By signing below the Principal is ensuring the identified electronic bid bond has been executed and the Principal and Surety are firmly bound unto the Commonwealth of Virginia under the same conditions of the bid bond as shown above.

Electronic Bid Bond ID# Company/Bidder Name Signature and Title

**Attach copy of Power of Attorney

Form C-48 Rev. 10-03-25

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION,

AND VENDOR SURVEY FORM (ALL VENDORS)

PROJECT

NO.

9999-964-686,N501

CONTRACT I.D.

NO.

C000120589N01B

FHWA NO. STP-PM04(536)

DATE SUBMITTED

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

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

Vendor Signature:

Vendor ID No. Title:

Vendor’s Address: ____________________________________

City: __________________

State: __________________ Zip Code: _________

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION (ALL)

VENDOR

NUMBER

NAME OF SUBCONTRACTOR/SUPPLIER TELEPHONE

NUMBER

UTILIZED

(Y/N)

NOTE: ATTACH ADDITIONAL PAGES, IF NECESSARY.

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

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

REQUESTED IN THIS FORM.

Form C-48 Rev. 10-03-25

VENDOR SURVEY

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

VENDOR SURVEY FOR THEMSELVES AND A VENDOR SURVEY FOR EACH SUBCONTRACTOR

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

VENDOR’S FULL LEGAL NAME: ________________________________________

VENDOR ID NO.: __________________

ADDRESS: ____________________________________

CITY: ____________________________________

STATE: _______________ ZIP CODE: _________

VENDOR’S YEARS IN BUSINESS: _____________

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

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

KNOWLEDGE.

Printed Full Legal Name of Person Signing for Vendor

Signature: ____________________________________________

Form C-7

Rev. 2-2-24

SHEET 1

TERMS OF THE PROPOSAL\CONTRACT

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

PROJECT NUMBER: 9999-964-686,N501

ROUTE NUMBER: VARIOUS

FHWA NUMBER: STP-PM04(536)

DESCRIPTION: ON-CALL SCOUR REPAIR

LOCATION: VARIOUS

DISTRICT: RICHMOND COUNTY: DISTRICT-WIDE

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

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

COMPLETION DATE: DECEMBER 17, 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 05/21/2026Date Printed:

Schedule of Items Page: 2

Proposal ID: C000120589N01B 9999-964-686,N501

Order No.: A24

Oversight/State Project No.:

Federal Project No.: STP-PM04(536)

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 105SX20-0003

CONTRACT PORTABLE

TRAFFIC CONTROL SIGNAL

DAY

15.000

ATTD

0020 302SD20-0001

BEDDING MATL.AGGR.NO. 25

OR 26

TON

25.000

ATTD

0030 302SD20-0002

BEDDING MATL. AGGR. NO.

TON

50.000

ATTD

0040 303SD20-0001

REGULAR EXCAVATION CY

28.000

0050 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

32.000

0060 303SD20-0032

GEOTEXTILE FABRIC SY

75.000

0070 303SD20-0033

TEMP. SILT FENCE TYPE B LF

100.000

0080 303SD20-0034

TEMP. SILT FENCE TYPE A LF

75.000

0090 303SX20-0022

EROSION CONTROL

TURBIDITY CURTAIN,

IMPERVIOUS, TY. I

LF

175.000

ATTD

0100 303SX20-0022

EROSION CONTROL

TURBIDITY CURTAIN,

IMPERVIOUS, TY. II

LF

100.000

ATTD

0110 303SX20-0022

EROSION CONTROL

TURBIDITY CURTAIN,

IMPERVIOUS, TY. III

LF

80.000

ATTD

0120 309SD20-0001

AGGR. MATL. NO. 1 TON

25.000

Schedule of Items Page: 3

Proposal ID: C000120589N01B 9999-964-686,N501

Order No.: A24

Oversight/State Project No.:

Federal Project No.: STP-PM04(536)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0130 401SD20-0002

SELECT BACKFILL

ABUTMENT ZONE

TON

25.000

0140 401SD20-0003

POROUS BACKFILL CY

5.000

0150 401SD20-0004

GEOCOMPOSITE WALL

DRAIN

SY

80.000

0160 401SD20-0008

PIPE UNDERDRAIN 6" MAINT. LF

50.000

0170 401SD20-0009

STRUCTURE EXCAVATION

MAINT.

CY

20.000

0180 401SX20-0006

BRIDGE SUBSTRUCTURE

NON-ERODIBLE COFFERDAM

SF

500.000

ATTD

0190 402SD20-0001

SHEET PILES STEEL SF

250.000

0200 402SD20-0004

TEMPORARY SHEET PILING SF

150.000

0210 404SD20-0021

CONCRETE CLASS A3

SUBSTRUCT. MAINT.

CY

15.000

0220 404SX20-0004

CONCRETE CLASS T3 OR

GROUT

CY

10.000

ATTD

0230 404SX20-0004

CONCRETE GROUT IN BAG CY

20.000

ATTD

0240 404SX20-0004

CONCRETE GROUT,

SUBSTRUCT. MAINT.

CY

25.000

ATTD

0250 406SD20-0016

CR REINF. STEEL CL. I

SUBSTRUCT. MAINT.

LB

2,000.000

Schedule of Items Page: 4

Proposal ID: C000120589N01B 9999-964-686,N501

Order No.: A24

Oversight/State Project No.:

Federal Project No.: STP-PM04(536)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0260 406SD20-0019

REINFORCING STEEL

SUBSTRUCT. MAINT.

LB

1,000.000

0270 412SD20-0013

CRACK REPAIR TYPE B LF

50.000

0280 412SD20-0017

EMBEDDED GALVANIC

ANODES

EA

275.000

0290 412SD20-0061

CONCRETE SUBSTRUCT.

SURFACE REPAIR

SY

10.000

0300 412SX20-0018

BR. SUBSTR. WID./REPAIR

SCOUR COUNTERMEASURE

SF

1,425.000

ATTD

0310 412SX20-0023

SUBSTR. WID./REPAIR

DEBRIS REMOVAL

TON

1.000

ATTD

0320 412SX20-0024

BR. SUBSTR. WID./REPAIR

CONCRETE SLAB SLOPE

PROTECTION REPAIR

SY

25.000

ATTD

0330 412SX20-0024

BR. SUBSTR. WID./REPAIR

REMOVE EXISTING CONC.

SLAB SLOPE PROTECTION

SY

30.000

ATTD

0340 414SD20-0003

EROSION CTRL. STONE CL. I,

EC-1

TON

3.400

0350 414SD20-0005

EROSION CTRL. STONE CL.

II, EC-1

TON

4.000

0360 414SD20-0012

DRY RIPRAP CL.I 26" TON

425.000

0370 414SD20-0053

EROSION CONTROL RIPRAP TON

10.000

Schedule of Items Page: 5

Proposal ID: C000120589N01B 9999-964-686,N501

Order No.: A24

Oversight/State Project No.:

Federal Project No.: STP-PM04(536)

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.

0380 414SD20-0055

DRY RIPRAP CL. A1 20" TON

50.000

0390 414SD20-0057

DRY RIPRAP CL.II 38" TON

250.000

0400 414SX20-0002

DRY RIPRAP CL. MISC TON

150.000

ATTD

0410 504SD20-0005

GEOTEXTILE DRAINAGE

FABRIC

SY

50.000

0420 509SD20-0001

FLOWABLE BACKFILL CY

10.000

0430 512SD20-0007

IMPACT ATTEN.SER. TY. 1 TL-

3, >=40 MPH

EA

1.000

0440 512SD20-0013

TYPE 3 BARRICADE 8' EA

5.000

0450 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

100.000

0460 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

1,500.000

0470 512SD20-0026

ELECTRONIC ARROW BOARD HR

500.000

0480 512SD20-0027

FLAGGER SERVICE HR

80.000

0490 513SX20-0001

MOBILIZATION ON-CALL TASK

ORDER GREATER THAN

$25,000 NORTHERN REGION

EA

1.000

ATTD

0500 513SX20-0001

MOBILIZATION ON-CALL TASK

ORDER GREATER THAN

$25,000 SOUTHERN REGION

EA

1.000

ATTD

Schedule of Items Page: 6

Proposal ID: C000120589N01B 9999-964-686,N501

Order No.: A24

Oversight/State Project No.:

Federal Project No.: STP-PM04(536)

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.

0510 513SX20-0001

MOBILIZATION ON-CALL TASK

ORDER LOWER THAN

$25,000 NORTHERN REGION

EA

1.000

ATTD

0520 513SX20-0001

MOBILIZATION ON-CALL TASK

ORDER LOWER THAN

$25,000 SOUTHERN REGION

EA

1.000

ATTD

0530 513SX20-0002

EMERGENCY MOBILIZATION EA

1.000

ATTD

0540 603SD20-0003

REGULAR SEED LB

100.000

0550 603SD20-0004

OVERSEEDING LB

50.000

0560 603SD20-0007

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 1

SY

500.000

0570 603SD20-0008

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 2

SY

1,500.000

0580 603SD20-0009

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 3

SY

1,500.000

0590 603SD20-0010

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 4

SY

1,000.000

0600 603SD20-0014

FERTILIZER NITROGEN - N LB

20.000

0610 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

20.000

0620 603SD20-0016

FERTILIZER POTASSIUM - K LB

20.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C000120589N01B

A24

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

_______BEDDING MATL.AGGR.NO. 25 OR 26 0.400302SD20-0001

_______BEDDING MATL. AGGR. NO. 57 0.400302SD20-0002

_______REGULAR EXCAVATION 0.290303SD20-0001

_______SILTATION CONTROL EXCAVATION 0.290303SD20-0029

_______AGGR. MATL. NO. 1 0.600309SD20-0001

_______CONCRETE CLASS A3 SUBSTRUCT. MAINT. 1.892404SD20-0021

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

_______EROSION CTRL. STONE CL. II, EC-1 0.600414SD20-0005

_______DRY RIPRAP CL.I 26" 0.400414SD20-0012

_______DRY RIPRAP CL. MISC 0.400414SX20-0002

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Page

Bid Items Eligible For Steel Price Adjustment

C000120589N01B

A24

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

_______SHEET PILES STEEL402SD20-0001

_______CR REINF. STEEL CL. I SUBSTRUCT. MAINT.406SD20-0016

_______REINFORCING STEEL SUBSTRUCT. MAINT.406SD20-0019

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

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

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

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

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

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

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

CN512-000120-00 SEC 512—MAINTAINING TRAFFIC (IMPACT ATTEN. SER.) 7-13-16 (SPCN) 4

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

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

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

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

CONSTRUCTION SURVEYING 5-1-26 (SPCN) 6

CLEARING AND GRUBBING 1-8-25 (SPCN) 6

NIGHT WORK 1-16-26 (SPCN) 6

DRY RIPRAP 1-16-26 (SPCN) 7

COFFERDAMS 1-16-26 (SPCN ) 7

CONCRETE JACKETING AND GROUTING 1-16-26 (SPCN) 8

ACCESS EQUIPMENT AND MATERIAL 1-16-25 (SPCN) 8

UNDERWATER CONCRETE REPAIR 1-16-25 (SPCN) 9

CANCELLED ACTIVITY NOTIFICATION 12-10-13 (SPCN) 9

DEBRIS REMOVAL AND DISPOSAL 12-18-25 (SPCN ) 9

PAVEMENT MARKINGS 12-12-25 (SPCN) 9

EMERGENCY MOBILIZATION 6-21-17 (SPCN) 10

TEMPORARY EROSION AND SILTATION CONTROL DEVICES 1-8-25 (SPCN) 11

POTENTIAL ASBESTOS CONTAINING MATERIAL 8-17-18 (SPCN) 11

SECTION 505 – GUARDRAIL 1-16-26 (SPCN) 11

SECTION 512 – MAINTAINING TRAFFIC 12-12-25 (SPCN) 12

CONCRETE SLAB SLOPE PROTECTION REPAIR 4-28-26 (SPCN) 12

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

SP0F0-000130-02 FHWA 1273—REQ. PROVISIONS, FED-AID 10-3-23 57

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 83

SP100-000120-01 RENEWABLE ON CALL CONTRACTS GENERAL PROVISIONS 11-4-20 89

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 95

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 96

*SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1-21/20 97

SP107-001510-06 INTERIM DBE REQUIREMENTS 1-26-26 99

SP107-003100-00 MADE IN THE USA REQUIREMENTS 10-03-25 103

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 110

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 112

SP109-000130-01 ELECTRONIC OR PRINTED WEIGH TICKETS 3-10-25 117

SP522-000130-02 TREE REMOVAL TIME OF YEAR RESTRICTION 6-6-22 123

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 124

SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 126

SQ107-001310-00 PREV WAGE RATES FOR RENEWABLE ON CALL CONTRACTS 10-12-23 127

SS109-002020-01 SEC 109 — MEASUREMENT AND PAYMENT 5-1-23 131

SS211-002020-03 SEC 211 – ASPHALT CONCRETE 3-18-24 134

SS220-002020-01 SEC 220 – CONCRETE CURING MATERIALS 8-28-20 139

SS223-002020-02 SEC 223 – STEEL REINFORCEMENT 4-4-23 140

SS234-002020-01 SEC 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 141

SS235-002020-01 SEC 235 – RETROREFLECTORS 5-6-22 142

SS236-002020-01 SEC 236 – WOOD PRODUCTS 5-14-21 143

TABLE OF CONTENTS FOR PROVISIONS

SS246-002020-02 SEC 246 – PAVEMENT MARKING 5-6-22 147

SS248-002020-02 SEC 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 154

SS305-002020-02 SEC 305 – SUBGRADE AND SHOULDERS 12-20-23 156

SS308-002020-01 SEC 308 - SUBBASE COURSE 7-13-21 158

SS309-002020-01 SEC 309 - AGGREGATE BASE COURSE 7-13-21 159

SS315-002020-05 SEC 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 160

SS317-002020-01 SEC 317— STONE MATRIX ASPHALT CONCRETE PLACEMENT 6-21-24 179

SS318-002020-01 SEC 318 — PAVEMENT INTERLAYERS 8-2-23 181

SS319-002020-02 SEC 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 182

SS321-002020-02 SEC 321 – TRENCH WIDENING 5-4-23 186

SS407-002020-02 SEC 407 – STEEL & METAL STRUCT 11-01-22 188

SS411-002020-01 SEC 411 – PROT. COAT. OF METAL 11-01-22 190

SS512-002020-03 SEC 512 – MAINTAINING TRAFFIC 7-1-22 191

SS704-002020-02 SEC 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 204

PRECAST CONCRETE ARMOR UNITS 2-6-26 210

UNDERWATER CONCRETING 6-2-25 214

NO PLAN ASSEMBLY 219

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

GENERAL PROJECT REQUIREMENTS, SUPPLEMENTAL SPECIFICATIONS (SSs), SPECIAL PROVISIONS (SPs) AND SPECIAL PROVISION COPIED NOTES (SPCNs)

This project shall be constructed according to: the Plans; the Virginia Department of Transportation Road and Bridge Specifications, dated 2020 and the Supplement thereto, dated 2022; the Virginia Department of Transportation Road and Bridge Standards, dated 2016, with revisions issued online as of the advertisement date for this project incorporated; the Virginia Work Area Protection Manual, version 11.0;

the Virginia MUTCD version 11.0; and the Supplemental Specifications, Special Provisions and Special Provision Copied Notes in this Contract. The status in the Contract of each of these documents will be according to Section 105.12 of the Specifications.

Special Provision Copied Notes in this Contract are designated with “(SPCN)” after the date.

The information at the top and left of each Special Provision Copied Note in this Contract is file reference information for Department use only. The information in the upper left corner above the title of each Supplemental Specification and Special Provision in this Contract is file reference information for Department use only.

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

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

103.02 – Award of Contract

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

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

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

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

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

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

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

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

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

The following constitutes a valid flagger certification card:

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

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

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

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

(two years after date of issuance).

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

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

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

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

• At least one special character

• At least one alphabetical character

• At least one numerical character

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

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

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

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

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

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

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

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

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

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

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

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

Department’s OT Cybersecurity Program Manual.

cn245-000100-01 January 10, 2024 (SPCN)

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

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

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

Prefabricated geocomposite pavement underdrain shall conform to the following:

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

Physical Properties Test Method Requirements

Compressive strength ASTM D1621, D2412, and D6364

Min. 40 psi at 20% max.

deflection immediately after 24 hrs of specimen conditioning at 0 deg F and at 125 deg F

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

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

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

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

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

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

Physical Property Test Method Requirements

Compressive strength ASTM D1621, D2412, and D6364

Min. 40 psi at 20% max.

deflection immediately after 24 hrs of specimen conditioning at 0 degree F and at 125 degree F

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

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

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

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

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

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

cn512-000120-00 July 13, 2016 (SPCN)

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

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

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

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn512-000120-00.docx cn522-000300-00 July 24, 2020 (SPCN)

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

DRUG-FREE WORKPLACE– The Contractor shall:

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

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

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

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

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

7-3-19 (SPCN)

cq107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY

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

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

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

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.

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2020%20Standard%20Specifications/cn522-000300-00.docx

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

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

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

5-11-22 (SPCN)

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

1-17-18 (SPCN)

CONSTRUCTION SURVEYING—The cost of construction surveying shall be included in the Contract unit price for other appropriate items which shall be full compensation for performing the work prescribed in Section 517 of the Specifications.

5-1-26 (SPCN)

CLEARING AND GRUBBING:Clearing and Grubbing shall be performed in accordance with Section 301 of the Specifications and within the project limits and approved by the Engineer. The cost shall be included in the Contract unit price for other appropriate items of work.

1-8-25 (SPCN)

NIGHT WORK— In areas where work will be performed during the hours of dusk or darkness, the Contractor shall furnish, place, and maintain lighting facilities arranged so as not to interfere with or impede traffic approaching the work sites from either direction or produce undue glare to property owners.

Lighting of work sites may be accomplished by using of any combination of portable floodlights or standard equipment lights, etc. that will provide illumination for prosecution and inspection of the work, including, but not limited to, laying out and installing pavement markings and traffic loops. Un-supplemented lighting integral to or attached to working mobile equipment such as rollers, pavers, etc. will not be considered as meeting the requirements of this specification.

The Contractor shall provide fuel, spare lamps, generator, etc. to maintain the lighting of the work site. The Contractor shall use padding and shielding or locate mechanical and electrical equipment to minimize noise generated by lighting operations as directed by the Engineer. Noise generated by portable generators shall comply with all applicable Federal, State, and Local environmental regulations.

The Contractor shall have a superintendent present during nighttime operations who will control all operations involved. The superintendent shall maintain contact with the Engineer and shall ensure that all actions required to correct any noted problems are taken promptly.

All private vehicles shall be parked outside the clear zone.

The Contractor shall review traffic control devices to ensure proper installation and working order, including monitoring of lights. The individual responsible for this review shall be qualified in accordance with Section 105.14(a) of the Specifications.

Sound levels resulting from the Contractor’s operations shall conform to Section 107.16(b)3 of the Specifications. The Contractor shall obtain all noise permits from the locality where the work is being performed as applicable.

Providing illumination to perform designated work activities during hours of darkness shall be considered incidental to the work and included in the Contract unit price of other appropriate items.

1-16-26 (SPCN)

DRY RIPRAP — The installation of dry riprap, either Class I or Class II with variable thickness to repair existing riprap loss areas or filling scour holes and any other locations as directed by the Engineer, shall be performed in accordance with Section 414 of the Specifications. This work will be measured and paid for as Dry Riprap in accordance with Section 414 of the Specifications.

When shown on Plans or as directed by Engineer, bedding aggregate material shall be placed with Dry Riprap (Class I, Class II and MISC). Bedding shall be Aggregate No. 57 when installed underwater and Aggregate No. 25 or 26 for dry installation. Bedding will be paid for at the Contract unit price for Bedding Material Aggregate No. 57 or Bedding Material Aggregate No. 25 or 26. Any voids under the footing shall be filled by flowable backfill or grout, as shown on the Plans or as directed by the Engineer, prior to installing any type of ripraps. The cost of grouting will be paid separately.

1-16-26 (SPCN)

COFFERDAMS — When shown on the Plans or as approved by the Engineer, the Contractor shall construct cofferdams using non-erodible material in accordance with the Specifications to provide a dry work area. If specified in the permits, cofferdams shall be faced with coarse non-erodible materials. The Contractor shall plan and design location specific cofferdams in accordance with the Specifications and Permit requirements;

and submit a working drawing to the Engineer for review and approval.

Non-erodible cofferdam, when shown on the Plans or directed by the Engineer, will be measured in square feet and will be paid for at the Contract square foot price. The Engineer will measure the horizontal dimensions along the center of the cofferdam. The bottom limit will be the bottom of the channel bed or authorized by the Engineer. The top limit will be the ordinary water level as measured during the construction. This price shall include all material, labor, and equipment for installing; maintaining;

dewatering and pump around activities; designing; fabricating; removing and site restoration when no longer needed; and incidentals necessary to complete the work including any field measurements.

Payment will be made under:

Pay Item Pay Unit

Non-erodible cofferdam Square foot

CONCRETE JACKETING AND GROUTING : Concrete jacketing, when performed within cofferdams or dry conditions, shall be in accordance with Section 404 and 412 of the Specifications. The cost of concrete jacketing shall be included in the Contract unit price for Concrete Class A3. This price shall also include the expansion anchors, removal of portion of footing, and any incidental work necessary to provide concrete jackets as shown on the Plans. Reinforcement will be paid separately.

Any voids under the footing and behind the concrete jacketing shall be filled by flowable backfill or non-shrink grout as shown on the Plans or directed by the Engineer. Materials for grouting shall be in accordance with Section 218 of the Specifications and shall be approved by the Engineer.

Concrete grout will be measured in cubic yards and will be paid for at the Contract cubic yard price. This price shall include undermining survey and working drawing preparation, cleaning and preparing areas to be grout filled, formworks, and any incidental work needed for filling voids under the footings.

Concrete grout, substructure maintenance Cubic yard

Underwater concreting or grouting shall be performed in accordance with the Special Provision for Underwater Concreting. The cost for underwater concreting or grouting shall be included in the Contract unit price for Concrete Class T3 or Grout. Reinforcement will be paid separately.

ACCESS EQUIPMENT AND MATERIAL : The Contractor shall provide appropriate work platforms, scaffolds, under bridge access vehicles, and other equipment that is required to obtain access to areas of work performed under this Contract. The Contractor shall provide access to work areas, to determine the extent of repairs and to inspect the completed work, for the Engineer. The cost of access equipment and materials shall be included in the Contract unit price for other appropriate items of work.

No additional dead loads will be allowed on the bridge structure without the Engineer’s review and approval of the Contractor’s detailed plan and supporting calculations. Construction vehicle and equipment shall not exceed the posted load on the bridge.

1-16-25 (SPCN)

UNDERWATER CONCRETE REPAIR: The Concrete Substructure Surface Repair and Crack Repair Type

B when identified on Plan or as directed by the Engineer shall be performed underwater by dive team or specialty contractor. All the requirements of concrete removal and repair shall be in accordance with Section

412 of the Specification and Special Provision for Underwater Concreting. Repair material shall be approved by the Engineer for use in underwater work.

Crack Repair Type B shall also include pressure injection grout or epoxy in wet or semi-wet condition.

Concrete substructure surface repair and crack repair Type B will be measured and paid for in accordance with Section 412 of the Specifications.

The Contractor shall submit working drawings in accordance with the Special Provision for Underwater

Concreting prior to proceeding with this work.

1-16-25 (SPCN)

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

12-10-13 (SPCN)

DEBRIS REMOVAL AND DISPOSAL : The Contractor shall remove heavily built-up timber debris around the substructures and dispose of it at a designated disposal area or landfill site in accordance with Section 106 of the Specifications. The Contractor shall not damage the existing structure or embankment, and minimize environmental and in-stream impacts when removing debris.

When not a pay item, any debris removal and disposal shall be incidental to the Work.

Debris removal, when included as a pay item or directed by the Engineer, will be measured in tons and will be paid for at the Contract ton price. This price shall include all equipment, labor, and incidentals including weighing and landfill fees.

Debris removal Ton

12-18-25 (SPCN)

PAVEMENT MARKINGS: All pavement marking damaged or removed during construction shall be replaced in kind. The cost of this work shall be included in the Contract unit price for other appropriate items of Work.

12-12-25 (SPCN)

EMERGENCY MOBILIZATION shall consist of performing emergency preparatory operations, including moving personnel, materials, and equipment to the work site when emergency repair or replacement work is ordered by the Engineer.

The Contractor shall furnish the Engineer with the emergency contact information of the supervisory employee of his company who shall be available for repair calls during all hours, including weekends and holidays. The emergency contact information shall include the employee’s name, phone number(s), and email address.

The following procedures shall be used when the Contractor is required to respond to an emergency situation:

1) The Engineer will notify the Contractor of the location for emergency mobilization. Notifications will be by phone, email, or other communications methods.

2) The Contractor shall acknowledge receipt of the Engineer’s notification within thirty (30) minutes of being notified. The Contractor shall respond via the same means as the original notification or by other approved method.

3) The Contractor shall arrive at the work size within two (2) hours of the Engineer’s initial notification. The Contractor shall notify the Engineer upon arrival at the site.

4) The Contractor shall assess the situation and provide a condition report to the Engineer. The condition report shall include details of the issue, the work necessary to complete the repair, and the estimated duration to make the repair.

At the time of notification or at any time while the Contractor is in route to the site, the Contractor may request additional time to mobilize to the designated location (site) due to inclement weather, or circumstances beyond the Contractor’s control. Approval of additional mobilization time will be at the Engineer’s discretion on a case-by-case basis.

If the Contractor is contacted for an emergency mobilization and the Contractor indicates he cannot respond within the specified 2 hour period, the Department may use other available resources.

The emergency repair or replacement work will be within the scope of the contract. In the event an emergency condition requires a repair activity that is not included as a pay item in the contract, and the activity is generally within the scope of Districtwide bridge maintenance activities, the emergency repair activity may be performed and paid for in accordance with the provisions of Section 109.05 of the specifications.

The Contractor shall respond to emergency calls and shall mobilize as directed by the Engineer and commence repair or replacement operations within 24 hours of notification.

If the Contractor is notified to respond to a designated site and arrives at the site fully prepared to work within the timeframe noted as described herein, and the Engineer determines once he has arrived at the site his services are no longer needed, the Contractor will be compensated in accordance with this pay item.

Emergency mobilization will be measured in units of each, per mobilization notification, and will be paid for at the Contract each price. This price shall include mobilizing personnel, materials, and equipment to the project site, performing diagnostic tests, developing recommendations for the repairs, delivering materials required to perform the work, and demobilizing.

Emergency mobilization Each

6-21-17 (SPCN)

TEMPORARY EROSION AND SILTATION CONTROL DEVICES:The Contractor shall furnish, install, maintain, and remove temporary erosion and siltation control devices in accordance with the requirements of Section 107 of the Specifications.

The Contractor shall plan and prosecute the work so that no more than 10,000 square feet outside of Tidewater, VA or 2,500 square feet inside of Tidewater, VA of land disturbance occurs at any given time.

These limits may subject to change based on specific project location or permit requirement. The contractor shall provide an erosion and sediment plan for review when the limits specified herein exceed. The cost of this work shall be incidental to the Contract unit price for the appropriate pay items.

1-8-25 (SPCN)

POTENTIAL ASBESTOS CONTAINING MATERIAL - Structures which may be identified and assigned for work during this Contract may or may not have been inspected and sampled for asbestos containing materials. Should any such material become apparent during demolition, the Contractor shall discontinue demolition activities which may disturb asbestos containing materials until such time as said material can be sampled for asbestos. Any asbestos inspection and abatement deemed necessary shall be conducted pursuant to the Special Provision for Inspection of Bridge Structures for Asbestos Containing Materials (ACM) and the Special Provision for Removal of Asbestos from Bridge Structures, as applicable.