ORDER NO.: A52

CONTRACT ID. NO.: C0000117111B62

Form C-6a

Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 643

FHWA NUMBER: STP-098-1(057)

PROJECT NUMBER: 0643-098-855, B662

COUNTY: WYTHE

DISTRICT: BRISTOL

DESCRIPTION: SGR - BRIDGE REPLACEMENT

FROM:

TO:

0.60 MI TO RTE. 619

0.00 MI. TO RTE. 642

DATE BID SUBMITTED: 10:00 AM WEDNESDAY, JUNE 24, 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: 0643-098-855, B662

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.

0643-098-855, B662

CONTRACT I.D.

NO.

C0000117111B62

FHWA NO. STP-098-1(057)

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, JUNE 24, 2026

PROJECT NUMBER: 0643-098-855, B662

ROUTE NUMBER: 643

FHWA NUMBER: STP-098-1(057)

DESCRIPTION: SGR - BRIDGE REPLACEMENT

FROM:

TO:

0.60 MI TO RTE. 619

0.00 MI. TO RTE. 642

DISTRICT: BRISTOL COUNTY: WYTHE

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 1, 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 05/11/2026Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000117111B62 0643-098-855, B662

Order No.: A52

Oversight/State Project No.:

Federal Project No.: STP-098-1(057)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0010 301SD20-0001

CLEARING AND GRUBBING LUMP SUM _________._____LUMP SUM

0020 303SD20-0001

REGULAR EXCAVATION CY

165.000

0030 303SD20-0019

EROSION CONTROL MULCH SY

472.000

0040 303SD20-0028

DEWATERING BASIN EC-8 EA

2.000

0050 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

12.700

0060 303SD20-0033

TEMP. SILT FENCE TYPE B LF

381.000

0070 303SX20-0005

ROCK EXCAVATION CY

50.000

ATTD

0080 308SD20-0012

AGGR. BASE MATL. TY. I NO.

21B

TON

270.000

0090 309SD20-0001

AGGR. MATL. NO. 1 TON

52.000

0100 315SD20-0001

ASPHALT CONCRETE TY. SM-

12.5A CONST

TON

57.000

0110 315SX20-0011

SAW-CUT ASPH CONC FULL

DEPTH

LF

50.000

0120 401SD20-0001

STRUCTURE EXCAVATION

CONST.

CY

570.000

0130 401SD20-0002

SELECT BACKFILL

ABUTMENT ZONE

TON

570.000

Schedule of Items Page: 3

Proposal ID: C0000117111B62 0643-098-855, B662

Order No.: A52

Oversight/State Project No.:

Federal Project No.: STP-098-1(057)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0140 401SD20-0004

GEOCOMPOSITE WALL

DRAIN

SY

60.000

0150 401SD20-0005

PIPE UNDERDRAIN 6" CONST. LF

50.000

0160 401SD20-0007

COFFERDAM EA

2.000

0170 402SX20-0002

TEMP SUPPORT OF

EXCAVATION TEMPORARY

SUPPORT OF EXCAVATION

LUMP SUM _________._____LUMP SUM

ATTD

0180 404SD20-0011

CONCRETE CLASS A3,

SUBSTRUCT. CONST.

CY

161.000

0190 406SD20-0006

REINFORCING STEEL

SUBSTRUCT. CONST.

LB

11,540.000

0200 406SD20-0008

CR REINF. STEEL CL. I

SUBSTRUCT. CONST.

LB

7,690.000

0210 410SX20-0007

BRIDGE SUPERSTRUCTURE

PRECAST CONCRETE SLABS

3.375' X 21" X 31'

LUMP SUM _________._____LUMP SUM

ATTD

0220 410SX20-0014

BRIDGE INCIDENTALS

CONSTRUCTION ACCESS

LUMP SUM _________._____LUMP SUM

ATTD

0230 413SX20-0002

DISM.& REM. EX. STR. VA.

STR. NO. 6275

LUMP SUM _________._____LUMP SUM

ATTD

0240 414SD20-0012

DRY RIPRAP CL.I 26" TON

63.000

0250 414SD20-0014

DRY RIPRAP CL.II 24" TON

380.000

Schedule of Items Page: 4

Proposal ID: C0000117111B62 0643-098-855, B662

Order No.: A52

Oversight/State Project No.:

Federal Project No.: STP-098-1(057)

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 416SD20-0003

WATERPROOFING – EPOXY

RESIN TYPE EP-3B/EP-3T

SY

70.000

0270 429SD20-0004

WATERPROOFING

MEMBRANE TYPE III

SY

26.000

0280 505SD20-0074

GUARDRAIL, THRIE BEAM LF

231.000

0290 507SD20-0027

HIGH VISIBILITY FENCE, 4

FEET

LF

365.000

0300 508SD20-0004

DEMO. OF PAVEMENT

FLEXIBLE

SY

31.000

0310 512SP20-0002

MAINTENANCE OF TRAFFIC

(STRUCTURE NO. 6275)

LUMP SUM _________._____LUMP SUM

ATTD

0320 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

0330 517SD20-0001

CONSTRUCTION SURVEYING

CONSTR.

LUMP SUM _________._____LUMP SUM

0340 602SD20-0002

TOPSOIL CLASS A CY

4.000

0350 602SD20-0004

TOPSOIL CLASS B CY

4.000

0360 603SD20-0002

TEMPORARY SEED LB

150.000

0370 603SD20-0003

REGULAR SEED LB

21.000

0380 603SD20-0004

OVERSEEDING LB

17.000

Schedule of Items Page: 5

Proposal ID: C0000117111B62 0643-098-855, B662

Order No.: A52

Oversight/State Project No.:

Federal Project No.: STP-098-1(057)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0390 603SD20-0005

LEGUME SEED LB

1.000

0400 603SD20-0006

LEGUME OVERSEEDING LB

1.000

0410 603SD20-0008

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 2

SY

424.000

0420 603SD20-0009

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 3

SY

5,022.000

0430 603SD20-0011

SEDIMENT RETENTION ROLL

18" MIN

LF

108.000

0440 603SD20-0014

FERTILIZER NITROGEN - N LB

28.000

0450 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

25.000

0460 603SD20-0016

FERTILIZER POTASSIUM - K LB

25.000

0470 603SD20-0017

LIME TON

2.350

0480 606SD20-0003

ROLLED EROSION CTRL

PRODUCT EC-2 TYPE 3

SY

235.000

0490 700SD20-0037

SIGN POST STP-1, 2 1/2", 12

GAUGE

LF

197.000

0500 700SD20-0038

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

15.000

0510 701SD20-0001

SIGN PANEL SF

105.000

Schedule of Items Page: 6

Proposal ID: C0000117111B62 0643-098-855, B662

Order No.: A52

Oversight/State Project No.:

Federal Project No.: STP-098-1(057)

Contractor:

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000117111B62

A52

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 MATL. TY. I NO. 21B 0.600308SD20-0012

_______AGGR. MATL. NO. 1 0.600309SD20-0001

_______ASPHALT CONCRETE TY. SM-12.5A CONST 3.500315SD20-0001

_______STRUCTURE EXCAVATION CONST. 0.290401SD20-0001

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

_______DRY RIPRAP CL.I 26" 0.400414SD20-0012

_______DRY RIPRAP CL.II 24" 4.000414SD20-0014

_______DEMO. OF PAVEMENT FLEXIBLE 0.200508SD20-0004

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Steel Price Adjustment

C0000117111B62

A52

Contract ID:

Order No.:

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

Rev 12-21-08

FORM C-21C

0001 REGULAR BID ITEMSSECTION:

ltem Description Option Item

Number

_______REINFORCING STEEL SUBSTRUCT. CONST.406SD20-0006

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

_______SIGN POST STP-1, 2 1/2", 12 GAUGE700SD20-0037

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000117111B62

A52

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

ASPHALT CONCRETE TY. SM-12.5A CONST315SD20-0001

Determination of Major Items

1C0000117111B62Contract ID:

ltem Description Item

Number

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

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

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

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

CN211-000100-00 POLISHING AGGREGATE IN ASPHALT CONC. 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) 5

*DRUG-FREE WORKPLACE 7-3-19 (SPCN) 6

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

PROTECTION OF BAT SPECIES 1-17-18 (SPCN) 7

ROCK EXCAVATION 12-18-19 (SPCN) 8

TEMPORARY SUPPORT OF EXCAVATION 12-4-25 (SPCN) 8

PROTECTION OF MIGRATORY BIRDS 12-4-25 (SPCN) 8

TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION 4-16-26 (SPCN) 9

CONSTRUCTION ACCESS 12-4-25 (SPCN) 9

DISMANTLING AND REMOVING EXISTING STRUCTURE NO. 6275 12-4-25 (SPCN) 9

PRECAST CONCRETE SLAB 3.375’ X 21’’ X 31’ 1-22-26 (SPCN) 10

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

SP0F0-000130-02 FHWA 1273—REQ. PROVISIONS, FED-AID 10-3-23 20

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 47

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 53

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 54

*SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1-21/20 55

SP107-001510-05 INTERIM DBE REQUIREMENTS 11-05-25 57

SP107-003100-00 MADE IN THE USA REQUIREMENTS 10-03-25 61

SP108-000100-01 PROG. SCHED. FOR CAT. I PROJECTS 3-21-22 68

*SP109-000100-05 ASPHALT MATERIAL PRICE ADJUSTMENT 7-8-24 83

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 85

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 87

SP109-000130-01 ELECTRONIC OR PRINTED WEIGH TICKETS 3-10-25 92

SP217-000110-00 ENGINEERED CEMENTITIOUS COMPOSITE (ECC) 3-16-21 98

SP401-000100-01 CLEAR & GRUB BRIDGE APPROACHES 2-28-18 101

SP512-000110-00 SEC. 512—MAINT. TRAFFIC—NON-SCHEDULES (LS) 7-12-16 103

SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 107

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 108

SS109-002020-01 SEC. 109—MEASUREMENT AND PAYMENT 5-1-23 112

SS211-002020-03 SECT 211 – ASPHALT CONCRETE 3-18-24 115

SS220-002020-01 SECTION 220 – CONCRETE CURING MATERIALS 8-28-20 120

SS223-002020-02 SECTION 223 – STEEL REINFORCEMENT 4-4-23 121

*SS234-002020-01 SECTION 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 122

*SS235-002020-01 SECTION 235 – RETROREFLECTORS 5-6-22 123

SS236-002020-01 SECTION 236 – WOOD PRODUCTS 5-14-21 124

*SS246-002020-02 SECTION 246 – PAVEMENT MARKING 5-6-22 128

SS248-002020-02 SECTION 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 136

*SS305-002020-02 SECTION 305 – SUBGRADE AND SHOULDERS 12-20-23 138

SS308-002020-01 SECTION 308 -SUBBASE COURSE 7-13-21 140

SS309-002020-01 SECTION 309 - AGGREGATE BASE COURSE 7-13-21 141

SS315-002020-05 SECTION 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 142

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

TABLE OF CONTENTS FOR PROVISIONS

SS318-002020-01 SECTION 318—PAVEMENT INTERLAYERS 8-2-23 163

*SS319-002020-02 SECT 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 164

SS321-002020-02 SECTION 321 – TRENCH WIDENING 5-4-23 168

*SS407-002020-02 SEC. 407 – STEEL & METAL STRUCT 11-01-22 170

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

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

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

SECTION 108.02 LIMITATION OF OPERATIONS (PROTECTED FISH SPECIES) 4-3-24 194

CONTROLLED BLASTING 8-13-24 196

TREE REMOVAL TIME OF YEAR RESTRICTION FOR ROOSTING BAT HABITAT 7-3-24 201

SHEAR KEYS BETWEEN ADJACENT MEMBERS 2-4-26 202

RIGHT OF ENTRY/ TEMPORARY USE AGREEMENTS 203

ENVIRONMENTAL PERMITS 242

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)

cn103-000100-01 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. 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.

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)

cn211-000100-00 POLISHING AGGREGATE IN ASPHALT CONCRETE - Section 211—Asphalt

Concrete of the Specifications is amended as follows:

Section 211.02—Materials is amended by replacing (e) with the following:

Fine or coarse aggregate that tend to polish under traffic will not be permitted in any final surface exposed to traffic except as permitted within the limits of Section 211.04(a) and (b) of the Specifications and as designated by the Engineer or as permitted elsewhere in these Specifications.

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn211-000100-00.docx

Section 211.04—Asphalt Concrete Mixtures is amended by replacing (a) and (b) with the following:

Asphalt concrete mixtures shall conform to Table II-14 and the following:

(a) Types SM-9.0A, SM-9.0D, SM-9.0E, SM-9.5A, SM-9.5D and SM- 9.5E asphalt concrete shall consist of crushed stone, crushed slag, or crushed gravel and fine aggregate, slag or stone screenings or a combination thereof combined with asphalt cement.

NOTE: For all surface mixes, except where otherwise noted, no more than 5 percent of all aggregate retained on the No. 4 sieve and no more than 20 percent of the total aggregate may be polish susceptible. At the discretion of the Engineer, a SM-9.5AL may be specified and polish susceptible aggregates may be used (without percentage limits).

(b) Types SM-12.5A, SM-12.5D, SM-12.5E, IM-19.0A, IM-19.0D, and IM-19.0E asphalt concrete shall consist of crushed stone, crushed slag, or crushed gravel and fine aggregate, slag or stone screenings or a combination thereof combined with asphalt cement.

NOTE: At the discretion of the Engineer, an intermediate mix may be designated as either a SM-19.0A or SM-19.0D. For SM-12.5 and SM-19.0 surface mixes, no more than 5 percent of the aggregate retained on the No. 4 sieve may be polish susceptible.

All material passing the No. 4 sieve may be polish susceptible. No more than 35 percent of the total aggregate composition (polish and non-polish susceptible) shall be passing the No. 8 sieve. At the discretion of the Engineer, a SM-12.5AL may be specified and polish susceptible aggregates may be used (without percentage limits).

10-7-09; Reissued 7-12-16 (SPCN) 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)

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 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:

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)

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)

ROCK EXCAVATION - This work consists of excavation of solid rock as approved by the Engineer. Rock excavation shall be in accordance with Section 303 of the Specifications.

Rock excavation will be measured in cubic yards in accordance with Section 303.06 of the Specifications for Regular Excavation and will be paid for at the contract unit price per cubic yard. This price shall include excavation and disposal of material.

Payment will be made under:

Pay Item Pay Unit

Rock Excavation Cubic Yard

12-18-19 (SPCN) 117111

TEMPORARY SUPPORT OF EXCAVATION - Temporary shoring will be required during construction of the abutments and piers. Refer to the Contract plans for additional details. The Contractor is responsible for the design, installation, and safe removal of all temporary shoring necessary to maintain the roadway during demolition and construction activities. All Contractor provided designs shall be submitted for review and approval by the Engineer.

The design must be prepared by a Professional Engineer registered in the Commonwealth of Virginia.

Temporary shoring shall be designed so that no loads are transferred to the structure. The Contractor shall account for all temporary shoring needed throughout construction.

Temporary support of excavation will be paid for at the Contract lump sum price. This price shall include all engineering fees and costs; signing and sealing by a Professional Engineer registered in the Commonwealth of Virginia; permits; coordination; furnishing, installation, adjustment, and removal;

materials, labor, and equipment; and all incidental costs necessary to construct, maintain, adjust, and remove the temporary shoring for all contracted work. No additional compensation will be provided if the temporary shoring must be relocated during construction.

Temporary support of excavation Lump sum

12-4-25 (SPCN) 117111

PROTECTION OF MIGRATORY BIRDS - If bird nests are found on this bridge or its components 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.

TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION - Route 643 (Silings Road) has been closed to all traffic since 2015, when the existing bridge superstructure (Virginia Structure No. 6275) was washed out during a severe storm event. A local resident has been crossing the creek on the downstream side of the bridge during periods of low water. The Contractor shall install and maintain adequate road-closure signage and control devices to prevent all non-construction vehicles from crossing the creek throughout the construction period, refer to the Virginia Work Area Protection Manual (11TH Edition).

Crane operations over live traffic on Route 642 (Pope Road) is prohibited. Temporary traffic stoppages shall be implemented using flagging operations to allow the crane to swing demolished bridge segments and new beams/bridge components into place without affecting the utility line. Traffic stoppages may last up to 15 minutes or as otherwise directed by the Engineer. The Contractor shall follow requirements in the Virginia Work Area Protection Manual (11TH Edition) for all flagging operations.

Temporary Traffic Control During Construction will be paid for at the contract lump sum price for Maintenance of Traffic Structure No. 6275. This payment shall constitute full compensation for all materials, labor, tools, equipment, flagging services, warning lights, pedestrian barricades, traffic barricades, portable changeable message signs, and all incidentals necessary to perform the work

4-16-26 (SPCN) 117111

CONSTRUCTION ACCESS - The Contractor shall locate the construction access as shown on the contract plans. If the Contractor elects to utilize a different location for construction access, the Contractor shall submit to the Engineer his proposal to access all contracted work prior to starting any work on the project.

Construction Access will be paid for at the Contract lump sum price. This price shall include engineering fees and costs; permits, coordination, installation and removal of all temporary features; materials, labor, and equipment cost; and all other fees and costs for incidentals necessary to fully access the structure for all contracted work.

Construction Access Lump Sum

DISMANTLING AND REMOVING EXISTING STRUCTURE NO. 6275 - This work shall consist of demolishing and removing existing bridge structure (Virginia Str. No. 6275) in accordance with Section 413 and 107 of the Specifications, the Bridge Plans, and the requirements herein.

The existing bridge (Virginia Str. No. 6275) pier and abutment footings will be dismantled and removed during construction. For additional information and details, refer to the Bridge Plans.

Contractor shall submit for approval a demolition plan prior to removing any portion of the existing structure.

The demolition plan shall be sealed by a Professional Engineer, licensed in the Commonwealth of Virginia.

The existing bridge shall be dismantled and removed in accordance with Sections 413 and 107 of the Specifications, and requirements listed below.

Dismantle and Remove Existing Structure includes the following:

• Remove both existing pier footings in their entirety.

• Remove both existing abutment footings in their entirety.

• Remove both guardrails in their entirety.

Dismantling and Removing Existing Structure No. 6275 will be paid for at the contract lump sum price.

This price shall be full compensation for all materials, labor, tools, equipment, disposal, and incidentals necessary to complete the work. This price shall include the cost for worker and environmental protection and material disposal.

Dismantling and removing existing structure No. 6275 Lump Sum

PRECAST CONCRETE SLAB 3.375' X 21" X 31' - This work shall consist of the complete design, fabrication, furnishing, delivery, erection, and installation of precast concrete slabs measuring 3.375 feet in width, 21 inches in depth, and 31 feet in length. All work shall be performed in full accordance with the Specifications, this Special Provision, and all applicable details, dimensions, and notes shown on the Plans, as well as any additional requirements or directions issued by the Engineer.

The Contractor shall be responsible for the structural design of the precast concrete slab system, including preparation and submission of design calculations and drawings, and for providing an as-designed and an as-built load rating certified by a Professional Engineer licensed in the Commonwealth of Virginia.

Fabrication shall be performed using materials, methods, and tolerances that meet or exceed the requirements of the Contract Documents.

Delivery, handling, storage, erection, and installation of the precast concrete slabs shall be conducted in accordance with approved procedures. The Contractor shall furnish detailed field erection and installation procedures for review prior to construction and shall provide a qualified representative of the precast concrete supplier on site during erection to ensure proper placement, alignment, and installation of the units.

Concrete Controls – The Contractor is required to perform Quality Control during production. Qualified personnel, including certified Concrete Technicians and testing equipment shall be supplied by the Contractor.

The quality of the concrete shall be monitored by testing fresh concrete properties and testing cylinders in compression. Fresh concrete shall be tested in accordance with Section 217 of the Specifications.

The Contractor shall prepare two clusters of cylinders for each bed used in production each day concrete is placed. Each cluster shall include a sufficient number of cylinders to demonstrate the product meets the requirements of the Contract, but not less than 12 cylinders per cluster. Failure to have an adequate number of cylinders in each cluster to meet this requirement shall be cause for rejection. Each of the two clusters shall be placed at quarter points of the bed and cured with the product under the same conditions.

Precast concrete shall meet the specified 28-day minimum design compressive strength, f ‘c, prior to stripping the forms, and handling the product, and shipment. When using 6” x 12” cylinders, two cylinders from each cluster shall be tested to determine compressive strength, and three cylinders from each cluster shall be used when using 4” x 8” cylinders. The reported compressive strength shall be the average of the strength measured of the two or three cylinders tested as specified above in accordance with ASTM C39.

The test results shall be recorded in a bound logbook along with the date of casting and the age of the cylinder at testing and made available to the Department inspector.

Concrete batches from which cylinders are made shall be tested for slump in accordance with ASTM C143, and for air content in accordance with ASTM C231.

The Contractor shall maintain records of tensioning operations, curing temperatures, and concrete testing in a form suitable for permanent filing and provide them to the Department.

Tolerances:

Characteristic Values

Depth (overall) ±1/4 inch

Width (overall) +1/8 to -1/4 inch

Length ±1/8 inch/10 ft or 1/2 inch, whichever is greater

Square ends (deviation from square) ±1/4 inch

Horizontal alignment (deviation from straight line parallel to centerline of unit)

Max. 1/8 inch/10 ft

Gap between adjacent units Max. 1/2 inch

Tie rod tubes (spacing between centers of tubes and from centers of tubes to ends of units)

±1/4 inch

Gap between adjacent units Max. 1/2 inch

Tie rod tubes (spacing between centers of tubes and from centers of tubes to ends of units)

±1/4 inch

Tie rod tubes (spacing between centers of tubes to bottom of beam) ±1/4 inch

Camber/Deflection differential between adjacent units Max. 1/4 inch (at time of erection)

Camber/Deflection differential between high and low units in same span

Max. 3/4 inch (at time of erection)

Side inserts (spacing between centers of inserts and from centers of inserts to ends of beams)

±1/2 inch

Stirrup bars (longitudinal spacing) ±1 inch

Position of handling devices ±6 inches

Precast Concrete Slab 3.375' X 21" X 31' will be paid for at the contract lump sum price. This price shall constitute full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work, including but not limited to:

• Structural design and detailing of the precast concrete slabs

• Preparation and submission of shop drawings and design calculations

• Providing an as-designed load rating and an as-built load rating

• Manufacturing, fabricating, and furnishing precast concrete units

• Reinforcing steel, including all internal reinforcement

• Structural steel angles associated with anchorage details

• Engineered Cementitious Composite (ECC) grout for filling the shear keys

• Joint Fabric to seal the ECC within the shear keys

• Epoxy Resin for top of precast units and sealing of the shear keys

• Sand for sealing of the shear keys

• Galvanized threaded inserts and slab anchors

• Bearing pads and/or bearing devices

• Post-tensioning rods, including grouting operations

• Mortar seals at ends of units

• Joint fillers and sealers

• Waterproofing applied to structural units

• Testing, quality control, and required documentation

• Hauling, handling, storage, and treatment of precast units

• Field erection and installation, including on-site technical support by the precast supplier’s representative

Asphalt concrete overlays will be measured and paid for separately under the applicable pay items and shall not be included in the lump sum price for the precast concrete slabs.

Precast Concrete Slab 3.375' X 21" X 31' Lump Sum

1-22-26 (SPCN) 117111

SP0F0-000100-00

Reissued July 12, 2016

PREDETERMINED MINIMUM WAGE RATES

"General Decision Number: VA20260094 01/02/2026

Superseded General Decision Number: VA20250094

State: Virginia

Construction Type: Highway

County: Wythe County in Virginia.

HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building structures in rest area projects & railroad construction;

bascule, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction;

and other major bridges).

Modification Number Publication Date

0 01/02/2026

SUVA2016-030 07/02/2018

Rates Fringes

CARPENTER, Includes Form Work....$ 16.52 0.00

CEMENT MASON/CONCRETE FINISHER...$ 19.35 0.00

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

LABORER: Asphalt, Includes

Raker, Shoveler, Spreader and

Distributor......................$ 15.90 0.00

LABORER: Common or General......$ 14.46 0.00

LABORER: Pipelayer..............$ 16.75 0.00 https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/SP0F0-000100-00.docx

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 20.53 0.00

OPERATOR: Broom/Sweeper.........$ 12.25 0.23

OPERATOR: Bulldozer.............$ 19.36 0.00

OPERATOR: Crane.................$ 26.68 0.00

OPERATOR: Grader/Blade, Includes Finishing...............$ 26.13 0.00

OPERATOR: Loader................$ 19.36 0.00

OPERATOR: Mechanic..............$ 18.57 0.00

OPERATOR: Milling Machine.......$ 21.13…