A89_122360.pdf

ORDER NO.: A89

CONTRACT ID. NO.: C0000122360M01

Form C-6a

Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 95

FHWA NUMBER: BFP-095-2(570)

PROJECT NUMBER: 0095-016-653, B630, B631, M501

COUNTY: CAROLINE

DISTRICT: FREDERICKSBURG

DESCRIPTION: BRIDGE REHABILITATION

FROM:

TO:

2.40 MI N. OF HANOVER CO. LINE

2.42 MI. N. OF HANOVER CO. LINE

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: 0095-016-653, B630, B631, M501

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

(Principal*) (Surety Company)

By: By:

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

(Principal*) (Address)

(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.

0095-016-653, B630, B631, M501

CONTRACT I.D.

NO.

C0000122360M01

FHWA NO. BFP-095-2(570)

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: 0095-016-653, B630, B631, M501

ROUTE NUMBER: 95

FHWA NUMBER: BFP-095-2(570)

DESCRIPTION: BRIDGE REHABILITATION

FROM:

TO:

2.40 MI N. OF HANOVER CO. LINE

2.42 MI. N. OF HANOVER CO. LINE

DISTRICT: FREDERICKSBURG COUNTY: CAROLINE

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: MAY 16, 2028

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 06/02/2026Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000122360M01 0095-016-653, B630, B631, M501

Order No.: A89

Oversight/State Project No.:

Federal Project No.: BFP-095-2(570)

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 108SP20-0001

BASELINE PROGRESS

SCHEDULE

LUMP SUM _________._____LUMP SUM

ATTD

0020 108SP20-0002

PROGRESS SCHEDULE

UPDATES

EA

20.000

ATTD

0030 303SD20-0034

TEMP. SILT FENCE TYPE A LF

1,834.000

0040 308SD20-0012

AGGR. BASE MATL. TY. I NO.

21B

TON

950.000

0050 315SD20-0003

ASPHALT CONCRETE TY. SM-

12.5E CONST

TON

3,430.000

0060 315SD20-0010

ASPHALT CONCRETE BM-25.0 TON

2,280.000

0070 315SD20-0015

RUMBLE STRIP CYLINDRICAL

ASPHALT

LF

7,872.000

0080 315SX20-0011

SAW-CUT ASPH CONC (7"

DEPTH)

LF

8,505.000

ATTD

0090 315SX20-0011

SAW-CUT ASPH CONC (FULL-

DEPTH)

LF

7,430.000

ATTD

0100 404SD20-0020

BRIDGE DECK GROOVING

MAINT.

SY

2,210.000

0110 411SX20-0001

PRE. & SPOT COAT EX. STR.

(STR. 2000, TYPE B)

SF

120.000

0120 411SX20-0001

PRE. & SPOT COAT EX. STR.

(STR. 2001, TYPE B)

SF

120.000

Schedule of Items Page: 3

Proposal ID: C0000122360M01 0095-016-653, B630, B631, M501

Order No.: A89

Oversight/State Project No.:

Federal Project No.: BFP-095-2(570)

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 411SX20-0005

ENV. PROT. & HEALTH &

SAFETY (STR. 2000, TYPE B)

LUMP SUM _________._____LUMP SUM

0140 411SX20-0005

ENV. PROT. & HEALTH &

SAFETY (STR. 2001, TYPE B)

LUMP SUM _________._____LUMP SUM

0150 411SX20-0006

DISPOSAL OF MATERIAL

(STR. 2000, TYPE B)

LUMP SUM _________._____LUMP SUM

0160 411SX20-0006

DISPOSAL OF MATERIAL

(STR. 2001, TYPE B)

LUMP SUM _________._____LUMP SUM

0170 412SD20-0013

CRACK REPAIR TYPE B LF

293.000

0180 412SD20-0017

EMBEDDED GALVANIC

ANODES

EA

1,309.000

0190 412SD20-0034

H.E.S. PATCHING TYPE B SY

16.000

0200 412SD20-0036

H.E.S. PATCHING TYPE C SY

11.000

0210 412SD20-0037

DECK SLAB CLOSURE (HES) SY

120.000

0220 412SD20-0042

EXPANSION JOINT

RECONSTRUCTION HES

LF

279.000

0230 412SD20-0047

BEAM END REPAIR EA

96.000

0240 412SD20-0048

JACKING AND BLOCKING

BEAM

EA

144.000

0250 412SD20-0049

CONC. SUPERSTR. SURFACE

REPAIR (HES)

SY

22.000

Schedule of Items Page: 4

Proposal ID: C0000122360M01 0095-016-653, B630, B631, M501

Order No.: A89

Oversight/State Project No.:

Federal Project No.: BFP-095-2(570)

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 412SD20-0061

CONCRETE SUBSTRUCT.

SURFACE REPAIR

SY

137.000

0270 412SX20-0009

BR.SUPERSTR. WID./REPAIR

(REPLACE BOLTS)

EA

6.000

ATTD

0280 412SX20-0013

BR.SUPERSTR. WID./REPAIR

(CONSTRUCTION ACCESS;

STR. 2000)

LUMP SUM _________._____LUMP SUM

ATTD

0290 412SX20-0013

BR.SUPERSTR. WID./REPAIR

(CONSTRUCTION ACCESS;

STR. 2001)

LUMP SUM _________._____LUMP SUM

ATTD

0300 416SD20-0003

WATERPROOFING – EPOXY

RESIN TYPE EP-3B/EP-3T

(SUBSTRUCTURE)

SY

174.000

0310 416SD20-0003

WATERPROOFING – EPOXY

RESIN TYPE EP-3B/EP-3T

(SUPERSTRUCTURE)

SY

378.000

0320 420SD20-0023

ADHESIVE BASED JT.

SEALER CL. II, 2" MAINT.

LF

28.000

0330 421SD20-0006

ELASTOMERIC EXPANS. DAM

0" TO 2" SPRSTR MAINT

LF

279.000

0340 425SD20-0004

TYPE A MILLING 1-1/2" SY

2,210.000

0350 425SD20-0014

PLC.HIGH EARLY

MOD.CONC.OVERLAY

SY

2,210.000

0360 425SD20-0022

TYPE A HYDRO-DEMOLITION

1/2"

SY

2,210.000

Schedule of Items Page: 5

Proposal ID: C0000122360M01 0095-016-653, B630, B631, M501

Order No.: A89

Oversight/State Project No.:

Federal Project No.: BFP-095-2(570)

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.

0370 425SX20-0003

FURN. HIGH EARLY LATEX

MOD.CONC. (2")

CY

122.800

0380 426SD20-0001

REPLACE BEARING (STEEL) EA

48.000

0390 426SD20-0004

MODIFY EXIST. FIXED

BEARING

EA

16.000

0400 428SD20-0001

CONCRETE SURFACE

PENETRANT SEALER

SY

542.000

0410 430SX20-0001

NBIS ACCESS, UNDER

BRIDGE (STR. 2000)

DAY

1.000

0420 430SX20-0001

NBIS ACCESS, UNDER

BRIDGE (STR. 2001)

DAY

1.000

0430 505SD20-0009

REMOVE EX. GUARDRAIL

TERMINAL

EA

2.000

0440 505SD20-0011

GUARDRAIL GR-MGS1 LF

225.000

0450 505SD20-0017

GUARDRAIL TERMINAL GR-

MGS2

EA

2.000

0460 505SD20-0019

GUARDRAIL HEIGHT

TRANSITION GR-MGS4

EA

2.000

0470 505SX20-0058

GUARDRAIL GUARDRAIL

TERMINAL SITE

PREPARATION (6-FT

MODERATE)

EA

2.000

ATTD

0480 508SD20-0004

DEMO. OF PAVEMENT

FLEXIBLE

SY

8,926.000

Schedule of Items Page: 6

Proposal ID: C0000122360M01 0095-016-653, B630, B631, M501

Order No.: A89

Oversight/State Project No.:

Federal Project No.: BFP-095-2(570)

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.

0490 512SD20-0003

TRAFFIC BARRIER SERVICE

MB-11A

LF

8,275.000

0500 512SD20-0007

IMPACT ATTEN.SER. TY. 1 TL-

3, >=40 MPH

EA

7.000

0510 512SD20-0013

TYPE 3 BARRICADE 8' EA

8.000

0520 512SD20-0014

TEMPORARY SIGN SF

8,449.000

0530 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

2,208.000

0540 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

23,010.000

0550 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

7,392.000

0560 512SD20-0026

ELECTRONIC ARROW BOARD HR

1,680.000

0570 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

11,800.000

0580 512SD20-0044

TEMP. PAVE. MARKER 1 WAY EA

1,860.000

0590 512SD20-0054

TEMP. PVMT MRKG TY. E, 6" LF

800.000

0600 512SD20-0062

TEMP. PVMT MRKG TY. D, CL.

III, 6"

LF

6,930.000

0610 512SD20-0063

TEMP. PVMT MRKG TY. D, CL.

III, 8"

LF

41,490.000

Schedule of Items Page: 7

Proposal ID: C0000122360M01 0095-016-653, B630, B631, M501

Order No.: A89

Oversight/State Project No.:

Federal Project No.: BFP-095-2(570)

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.

0620 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

0630 515SD20-0013

FLEXIBLE PAVE.PLANING 0"-

2"

SY

18,478.000

0640 517SD20-0001

CONSTRUCTION SURVEYING

CONSTR.

LUMP SUM _________._____LUMP SUM

0650 602SD20-0001

TOPSOIL CLASS A 2" ACRE

0.200

0660 603SD20-0002

TEMPORARY SEED LB

20.000

0670 603SD20-0003

REGULAR SEED LB

55.000

0680 603SD20-0004

OVERSEEDING LB

44.000

0690 603SD20-0007

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 1

SY

605.000

0700 603SD20-0009

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 3

SY

1,573.000

0710 603SD20-0014

FERTILIZER NITROGEN - N LB

20.000

0720 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

14.000

0730 603SD20-0016

FERTILIZER POTASSIUM - K LB

14.000

0740 603SD20-0017

LIME TON

1.100

Schedule of Items Page: 8

Proposal ID: C0000122360M01 0095-016-653, B630, B631, M501

Order No.: A89

Oversight/State Project No.:

Federal Project No.: BFP-095-2(570)

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.

0750 704SD20-0027

TYPE B CLASS VI PVMT LINE

MRKG 6"

LF

11,800.000

0760 704SD20-0032

INLAID PAVEMENT MARKER

ASPHALT

EA

130.000

ATTD

0770 704SP20-0001

REMOVAL OF SRPM EA

130.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000122360M01

A89

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

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

_______ASPHALT CONCRETE TY. SM-12.5E CONST 3.500315SD20-0003

_______ASPHALT CONCRETE BM-25.0 3.500315SD20-0010

_______DEMO. OF PAVEMENT FLEXIBLE 0.200508SD20-0004

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

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Steel Price Adjustment

C0000122360M01

A89

Contract ID:

Order No.:

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

Rev 12-21-08

FORM C-21C

0001 REGULAR BID ITEMSSECTION:

ltem Description Option Item

Number

_______GUARDRAIL GR-MGS1505SD20-0011

_______GUARDRAIL TERMINAL GR-MGS2505SD20-0017

_______GUARDRAIL HEIGHT TRANSITION GR-MGS4505SD20-0019

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000122360M01

A89

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

ASPHALT CONCRETE TY. SM-12.5E CONST315SD20-0003

ASPHALT CONCRETE BM-25.0315SD20-0010

Determination of Major Items

1C0000122360M01Contract ID:

ltem Description Item

Number

JACKING AND BLOCKING BEAM412SD20-0048

ASPHALT CONCRETE TY. SM-12.5E CONST315SD20-0003

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) 1

CN221-000100-00 SEC 221.02—DETAIL REQUIREMENTS 1-15-25 (SPCN) 2

CN245-000100-01 SEC 245.03—TESTING & DOCUMENTATION 1-10-24 (SPCN) 2

CN512-000310-00 POLICE PATROLS R-7-12-16 (SPCN) 4

CN522-000300-00 PROTECT NESTING BIRDS DURING BRIDGE MAINT. 7-24-20 (SPCN) 4

CN704-000200-00 INLAID PAVE. MARKER LOC. AND SPACING 8-11-21 (SPCN) 4

*DRUG-FREE WORKPLACE 7-3-19 (SPCN) 4

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

REMOVAL OF SRPMS DURING LANE SHIFTS 3-3-20 (SPCN) 6

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

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

SECURITY REQUIREMENTS FOR PCMS 5/7/26 (SPCN) 6

SUBSTANTIAL COMPLETION DISINCENTIVE 9/10/19 (SPCN) 8

RAILROAD RECORDS AND DOCUMENTATION 10/18/22 (SPCN) 9

BORROW FOR GUARDRAIL AND W-BEAM BARRIERS 4/2/26 (SPCN) 9

NS SAW-CUT ASPH CONC. (ALL DEPTHS) 3/6/26 (SPCN) 9

BRIDGE WIDENING/REPAIR – REPLACE BOLT 1/30/26 (SPCN) 9

CONSTRUCTION ACCESS 1/30/26 (SPCN) 10

SP0F0-000100-00 PREDETERMINED MIN. WAGE RATES R-7-12-16 11

SP0F0-000130-02 FHWA 1273—REQ. PROVISIONS, FED-AID 10-3-23 15

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 42

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 48

SP105-000100-00 INFORMAL PARTNERING R-7-12-16 49

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 51

*SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1-21/20 52

SP107-001510-06 INTERIM DBE REQUIREMENTS 1-26-26 54

SP107-003100-00 MADE IN THE USA REQUIREMENTS 10-03-25 58

SP108-000110-01 PROG. SCHED. FOR CAT. II PROJECTS 3-21-22 65

*SP109-000100-05 ASPHALT MATERIAL PRICE ADJUSTMENT 7-8-24 84

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 86

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 88

SP109-000130-01 ELECTRONIC OR PRINTED WEIGH TICKETS 3-10-25 93

GUARDRAIL TERMINAL SITE PREPARATION 7-13-20 99

SP512-000140-00 WORK ZONE NO CELL PHONE SIGNS 3-18-20 101

SP515-000100-00 COLD PLANE (MILL) ASPHALT CONC. OPERATIONS 7-12-16 103

*SP704-000120-00 INLAID PAVEMENT MARKERS 8-26-19 108

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 111

SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 113

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 114

SS109-002020-01 SEC 109 — MEASUREMENT AND PAYMENT 5-1-23 118

SS211-002020-03 SEC 211 – ASPHALT CONCRETE 3-18-24 121

SS220-002020-01 SEC 220 – CONCRETE CURING MATERIALS 8-28-20 127

SS223-002020-02 SEC 223 – STEEL REINFORCEMENT 4-4-23 128

SS234-002020-01 SEC 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 129

SS235-002020-01 SEC 235 – RETROREFLECTORS 5-6-22 130

SS236-002020-01 SEC 236 – WOOD PRODUCTS 5-14-21 131

SS246-002020-02 SEC 246 – PAVEMENT MARKING 5-6-22 135

SS248-002020-02 SEC 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 143

TABLE OF CONTENTS FOR PROVISIONS

SS305-002020-02 SEC 305 – SUBGRADE AND SHOULDERS 12-20-23 145

SS308-002020-01 SEC 308 - SUBBASE COURSE 7-13-21 147

SS309-002020-01 SEC 309 - AGGREGATE BASE COURSE 7-13-21 148

SS315-002020-05 SEC 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 149

SS317-002020-01 SEC 317— STONE MATRIX ASPHALT CONCRETE PLACEMENT 6-21-24 168

SS318-002020-01 SEC 318 — PAVEMENT INTERLAYERS 8-2-23 170

SS319-002020-02 SEC 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 171

SS321-002020-02 SEC 321 – TRENCH WIDENING 5-4-23 175

SS407-002020-02 SEC 407 – STEEL & METAL STRUCT 11-01-22 177

SS411-002020-01 SEC 411 – PROT. COAT. OF METAL 11-01-22 179

SS512-002020-03 SEC 512 – MAINTAINING TRAFFIC 7-1-22 180

SS704-002020-02 SEC 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 193

TREE REMOVAL TIME OF YEAR RESTRICTION FOR BAT HABITAT 4/14/25 199

WORKZONE SPEED ANALYSIS 200

CSXT CONSTRUCTION REQUIREMENTS 205

CSXT CONSTRUCTION SUBMISSION CRITERIA 210

CSXT INSURANCE REQUIREMENTS 223

CSXT SOIL AND WATER MANAGEMENT 225

CSXT SPECIAL PROVISIONS 227

CSXT OVERHEAD BRIDGE CRITERIA 234

EXECUTED RAILROAD AGREEMENT 242

SWPPP 251

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.

cn221-000100-00 January 15, 2025 (SPCN)

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.

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.

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

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.

cn512-000310-00 July 12, 2016 (SPCN)

POLICE PATROLS — The Contractor is advised that the Department will use Police patrols in construction work zones when traffic flow problems are anticipated, to enhance the safety of both the public and construction personnel, during the life of this contract.

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.

cn704-000200-00 August 11, 2021 (SPCN)

INLAID PAVEMENT MARKER LOCATION AND SPACING — The Contractor shall not install markers on existing bridge decks Inlaid Pavement Markers shall be installed on new bridge decks where required by the Plans. Inlaid Pavement Markers shall be placed in relation to pavement joints and cracks as follows:

• In existing Asphalt Concrete pavement, new or existing Hydraulic Cement Concrete pavement, and bridge decks, the edge of the groove shall be at least 2 inches from pavement joints and cracks, ensuring that the finished line of markers is straight in accordance with the tolerance for pavement markings specified in Section 704.03 of the Specifications. Offset from the longitudinal joint shall take precedence over straightness of the line of markers.

• In new Hydraulic Cement Concrete pavement or when installed in conjunction with new latex modified microsurfacing or slurry seal treatments, the edge of the groove shall be 2 inches minimum from the surface course pavement joint and 1 inch maximum off alignment from the corresponding pavement marking line. The finished line of markers shall be straight in accordance with the tolerance for pavement markings specified in Section 704.03 of the Specifications. Straightness of the line of markers and alignment with the corresponding pavement marking line takes precedence over offset from the surface course joint.

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)

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn512-000310-00.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2020%20Standard%20Specifications/cn522-000300-00.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2020_Standard_Specifications/cn704-000200-00.docx 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)

REMOVAL OF SNOW-PLOWABLE RAISED PAVEMENT MARKERS DURING TRAVEL LANE SHIFTS–

The Contractor shall locate, remove, and dispose of all existing asphalt-embedded Snowplowable Raised Pavement Marker (SRPM) castings which lie within the travel path when traffic lanes are shifted during construction for three months or longer. The cavity left by the removal of the existing marker shall be cleaned of debris, filled with an approved mix design for resurfacing or material found on the Department’s Approved List 78, and compacted before shifting traffic. The cost for performing this work shall be included in the price bid for other appropriate items of work.

3-3-20 (SPCN)

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

6-13-17 (SPCN)

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)

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.

The Contractor shall request the Engineer's approval before enabling any remote or wireless accessibility functionality.. 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.

http://www.virginiadot.org/business/resources/Materials/ApprovedLists/Materials_Approved_Lists.pdf#page=200

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:

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

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

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

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

2. 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.

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

Department’s OT Cybersecurity Program Manual

5/7/26 (SPCN)

SUBSTANTIAL COMPLETION DISINCENTIVE

The Substantial Completion date for this will be January 28, 2028.

The following terms are defined:

● Substantial Completion is defined as completing the project to the point that it can be safely and effectively used by the public or the Department for the purposes intended. Work not required for Substantial Completion shall be limited to punch list items and final restoration activities not requiring CSX flaggers, inspectors, railroad coordination, or long-term roadway closures, including but not limited to permanent, final surface course placement, pavement markings, seeding, landscaping, and other incidental remaining work accepted by the Engineer.

● Substantial Completion Date is the date on or before which all work required for Substantial

Completion must be completed. This date will not change except for an extension of the Contract time limit for a Compensable Delay as defined by Section 109.05(e) of the Specifications, or for delays resulting from the non-availability of CSX flaggers or inspectors as provided herein:

• Adjustments to the Substantial Completion Date resulting from the non-availability of CSXT flaggers or inspectors shall not result in adjustment of the Fixed Completion Date unless the Contractor demonstrates to the satisfaction of the Engineer that the delay directly impacted activities on the critical path to Fixed Completion

For the purposes of this Special Provision, Substantial Completion shall include completion of all work requiring coordination with CSX, including all substructure work requiring CSX flaggers, inspectors, or railroad coordination; all superstructure work requiring CSX flaggers, inspectors, or railroad coordination;

and all work requiring long-term closures associated with superstructure operations

If the Substantial Completion requirements are not met on or before the Substantial Completion Date as adjusted by the Engineer for Compensable Delay, the Department will assess a disincentive in an amount equal to the liquidated damages specified in Section 108.06(b) of the Specifications for each Calendar Day after the Substantial Completion Date, as adjusted by the Engineer for Compensable Delay, that the Contractor does not achieve Substantial Completion.

The disincentive and liquidated damages will not be charged concurrently. Liquidated Damages will not be charged until both Substantial Completion has been achieved and the project remains incomplete after the Fixed Completion date has passed.

The disincentive will be assessed, not as a penalty, but as agreed compensation for damages resulting from the Contractor's delay. The disincentive amount is calculated based on department-related traffic control and maintenance costs, detour costs, or daily road user costs, as applicable.

The Contractor waives any defense as to the validity of any disincentives stated in the Contract, the Specifications, or this Special Provision, and assessed by the Department against the Contractor on the grounds that such disincentives are void as penalties or are not reasonably related to actual damages.

September 10, 2019 (SPCN)

RAILROAD RECORDS AND DOCUMENTATION

The Contractor shall maintain complete and accurate records and documentation relating to Railroad. The records shall include, but not limited to, emails, flagger Logs, RW Access records, Flagger Requests, Notice of Flagger No Show, and any other related correspondence or documentation.

The Contractor shall provide these records to the Department, within 14 calendar days, as and when requested by the Engineer.

Failure to maintain the required records or failure to provide the requested records to the Department shall constitute a waiver of the Contractor’s right to claim any delays with respect to Railroad related matters. In such event, the provisions of Section 108.04 with reference to the Department granting an extension of time shall not apply.

10-18-22 (SPCN)

BORROW FOR GUARDRAIL AND W-BEAM BARRIERS

Borrow excavation (fill) required for installation of guardrail, guardrail terminal and guardrail height transition shall be considered incidental. Guardrails systems shall be installed in accordance with Section 505, and all necessary excavation shall be considered incidental to the work.

04-02-26 (SPCN)

NS SAW-CUT ASPH CONC. (ALL DEPTHS)

SAW-CUT ASPH CONC shall be measured and paid for in accordance with Section 315 of the

Specifications. Saw-Cut Asphalt Concrete shall be performed to a depth of 7 inch or Full Depth, as specified or directed by Engineer.

Payment will be made under:

Pay Item Pay Unit

NS Saw-Cut Asph Conc. (7 Inch)

NS Saw-Cut Asph Conc. (Full-Depth)

LF

LF

03-06-26

BRIDGE WIDENING/REPAIR – REPLACE BOLT This work shall consist of furnishing, field testing and installing replacement bolts.

Bridge Widening/Repair – Replace Bolt will be measured in units of each and will be paid for at the contract unit price per each. This price shall include furnishing, testing and installing the replacement bolts, nuts and washers.

Payment will be made under:

Pay Item Pay Unit

Bridge Widening/Repair – Replace Bolt EA

01-30-26 (SPCN)

CONSTRUCTION ACCESS shall consist of providing temporary construction access adjacent to the bridges to facilitate repair work under the bridge structure. Work shall include the removal of existing fence sections as necessary, to establish access. and the replacement of the fence in kind upon completion of the work.

All work within or adjacent to CSX Railroad right-of-way shall be performed in accordance with the applicable CSX Railroad requirements included elsewhere in the Contract Documents.

The Contractor shall perform clearing and grubbing as required to establish construction access. Access routes shall be stabilized as necessary to support construction equipment and operations. Existing fence sections required to establish access shall be removed with the approval of the Engineer. Fence sections that remain in place shall be temporarily supported as necessary. Upon completion of the work requiring access, the fence shall be replaced in kind and restored to its original alignment. Construction access locations and operations within the CSX right-of-way shall be coordinated and approved by the Department and CSX prior to use.

The Contractor shall be responsible for determining the means and methods necessary to provide construction access. Any alternative methods used to complete the work shall be considered incidental to this item. The contract lump sum price for Construction Access shall be full compensation for all work required, regardless of the method employed, and no additional payment will be made for variations in the Contractor’s chosen method of access.

The Contractor’s operations shall be planned and executed such that land disturbance associated with construction access does not exceed one (1) acre. Any access, clearing, or stabilization beyond this limit shall not be permitted unless otherwise approved by the Engineer and authorized in accordance with applicable environmental requirements

Construction Access will be paid at the contract lump sum price. This price shall include all labor, materials, equipment, tools, clearing and grubbing required to establish access, providing access and stabilization, temporary support of remaining fence sections, removal and disposal of existing fence components, furnishing and installing replacement fence in kind, restoration of disturbed areas, all erosion and sediment control measures required for the work, and all incidentals necessary to complete the construction access in accordance with the Contract Documents.

Payment will be made under:

Pay Item Pay Unit

Construction Access LS

01-30-26 (SPCN)

SP0F0-000100-00

Reissued July 12, 2016

PREDETERMINED MINIMUM WAGE RATES

"General Decision Number: VA20260109 05/18/2026

State: Virginia

Construction Types: Highway

Counties: Virginia Counties of Caroline

Modification Number Publication Date

0 01/02/2026

1 05/18/2026

ELEC0080-011 06/01/2025

Rates Fringes

ELECTRICIAN, INCLUDES TRAFFIC SIGNALIZATION.........$ 36.85 14.13

SUVA2016-045 07/02/2018

Rates Fringes

TRUCK DRIVER: SINGLE & MULTI AXLE...................$ 18.23 0.00

TRUCK DRIVER: HEAVY OVER 7 CY.....................$ 16.98 0.00

TRUCK DRIVER: FUEL AND LUBRICANT SERVICE...........$ 18.25 0.00

TRUCK DRIVER : HEAVY 7CY & UNDER....................$ 15.53 0.00

TRAFFIC CONTROL: FLAGGER..........................$ 12.89 0.00

OPERATOR: BULLDOZER, INCLUDING UTILITY..............$ 18.22 2.69

OPERATOR: ASPHALT SPREADER AND DISTRIBUTOR..........$ 19.09 1.81

OPERATOR: SCREED...................................$ 22.13 4.89

OPERATOR: ROLLER (FINISHING).......................$ 19.05 1.29

OPERATOR: ROLLER...................................$ 21.69 0.00

OPERATOR: PILEDRIVER...............................$ 21.83 4.08

OPERATOR: PAVER (ASPHALT, AGGREGATE, AND

CONCRETE)...........................................$ 20.32 0.00

OPERATOR: MILLING MACHINE..........................$ 23.12 3.60

OPERATOR: MECHANIC.................................$ 21.43 0.00

OPERATOR: LOADER...................................$ 17.17 0.00

OPERATOR: HYDROSEEDER...................