A85_119784.pdf

ORDER NO.: A85

CONTRACT ID. NO.: C0000119784B30

Form C-6a

Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 629

FHWA NUMBER: STP-BR05(306)

PROJECT NUMBER: 0629-040-768, B630, C501

COUNTY: GREENSVILLE

DISTRICT: HAMPTON ROADS

DESCRIPTION: RTE 629 (MOORES FERRY ROAD) OVER I-95 DECK REPLACEMENT

FROM:

TO:

0.98 MI. FROM INT. RTE. 650

0.95 MI. FROM INT. RTE. 301

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: 0629-040-768, B630, C501

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.

0629-040-768, B630, C501

CONTRACT I.D.

NO.

C0000119784B30

FHWA NO. STP-BR05(306)

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: 0629-040-768, B630, C501

ROUTE NUMBER: 629

FHWA NUMBER: STP-BR05(306)

DESCRIPTION: RTE 629 (MOORES FERRY ROAD) OVER I-95 DECK REPLACEMENT

FROM:

TO:

0.98 MI. FROM INT. RTE. 650

0.95 MI. FROM INT. RTE. 301

DISTRICT: HAMPTON ROADS COUNTY: GREENSVILLE

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: OCTOBER 6, 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 06/16/2026Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000119784B30 0629-040-768, B630, C501

Order No.: A85

Oversight/State Project No.:

Federal Project No.: STP-BR05(306)

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 302SD20-0013

ENDWALL EW-12 EA

4.000

0030 302SD20-0025

15" CONC. PIPE LF

48.000

0040 302SD20-0027

15" STORM SEWER PIPE LF

131.000

0050 302SD20-0241

DROP INLET DI-2B,L=4' EA

4.000

0060 302SD20-0662

MANHOLE MH-1 OR 2 LF

7.400

0070 302SD20-0663

FRAME & COVER MH-1 EA

1.000

0080 303SD20-0001

REGULAR EXCAVATION CY

140.000

0090 303SD20-0023

CHECK DAM ROCK TY. II EA

4.000

0100 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

276.000

0110 303SD20-0031

INLET PROTECTION TYPE B EA

4.000

0120 303SD20-0033

TEMP. SILT FENCE TYPE B LF

327.000

0130 303SD20-0034

TEMP. SILT FENCE TYPE A LF

1,362.000

0140 308SD20-0012

AGGR. BASE MATL. TY. I NO.

21B

TON

318.000

Schedule of Items Page: 3

Proposal ID: C0000119784B30 0629-040-768, B630, C501

Order No.: A85

Oversight/State Project No.:

Federal Project No.: STP-BR05(306)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0150 315SD20-0002

ASPHALT CONCRETE TY. SM-

12.5D CONST

TON

254.000

0160 315SD20-0005

ASPHALT CONCRETE TY. IM-

19.0D CONST

TON

104.000

0170 315SD20-0010

ASPHALT CONCRETE BM-25.0 TON

289.000

0180 315SD20-0018

ASPH.CONC.CURB BACKUP

MATL. CONST

TON

7.000

0190 315SX20-0011

SAW-CUT ASPH CONC 2"

DEPTH

LF

152.000

0200 315SX20-0011

SAW-CUT ASPH CONC FULL

DEPTH

LF

98.000

0210 401SD20-0001

STRUCTURE EXCAVATION

CONST.

CY

282.000

0220 401SD20-0002

SELECT BACKFILL

ABUTMENT ZONE

TON

414.000

0230 401SD20-0004

GEOCOMPOSITE WALL

DRAIN

SY

50.000

0240 401SD20-0005

PIPE UNDERDRAIN 6" CONST. LF

114.000

0250 404SD20-0007

CONC. CL. A4 MOD. LTWT

LOW SHRINK., SPR. STRUCT.

CONST.

CY

183.500

0260 404SD20-0009

BRIDGE DECK GROOVING

CONST.

SY

734.000

Schedule of Items Page: 4

Proposal ID: C0000119784B30 0629-040-768, B630, C501

Order No.: A85

Oversight/State Project No.:

Federal Project No.: STP-BR05(306)

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.

0270 404SD20-0010

COVER DEPTH SURVEY

CONST.

SY

734.000

0280 404SX20-0001

CONCRETE CONCRETE

CLASS A3,

SUBSTRUCT. CONST.

CY

2.000

ATTD

0290 406SD20-0003

CR REINF. STEEL CL. I SPR.

STRUCT. CONST.

LB

42,250.000

0300 406SD20-0006

REINFORCING STEEL

SUBSTRUCT. CONST.

LB

100.000

0310 407SD20-0019

STR.STEEL ROLLED BEAM

ASTM A709 GRADE50

LUMP SUM _________._____LUMP SUM

0320 410SD20-0058

CONCRETE PARAPET SSCP-1 LF

477.000

0330 412SD20-0013

CRACK REPAIR TYPE B LF

10.000

0340 412SD20-0017

EMBEDDED GALVANIC

ANODES

EA

8.000

0350 412SD20-0048

JACKING AND BLOCKING

BEAM

EA

40.000

0360 412SD20-0049

CONC. SUPERSTR. SURFACE

REPAIR

SY

3.000

0370 412SX20-0009

BR.SUPERSTR. WID./REPAIR

STRAND SPLICING AT

PRESTRESSED CONCRETE

BEAM REPAIRS

EA

3.000

ATTD

Schedule of Items Page: 5

Proposal ID: C0000119784B30 0629-040-768, B630, C501

Order No.: A85

Oversight/State Project No.:

Federal Project No.: STP-BR05(306)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0380 413SX20-0003

ENV.& WORKER PROTECT.

(VIRGINIA STR. NO. 6097)

LUMP SUM _________._____LUMP SUM

0390 413SX20-0004

MATERIAL DISPOSAL

(VIRGINIA STR. NO. 6097)

LUMP SUM _________._____LUMP SUM

0400 413SX20-0005

REM. PORT.OF EX.STR.

(VIRGINIA STR. NO. 6097)

LUMP SUM _________._____LUMP SUM

0410 414SD20-0001

EROSION CTRL. STONE CL.

A1, EC-1

TON

3.000

0420 414SD20-0003

EROSION CTRL. STONE CL. I,

EC-1

TON

3.000

0430 426SD20-0001

REPLACE BEARING EA

40.000

0440 430SX20-0001

NBIS ACCESS, UNDER

BRIDGE (VIRGINIA STR. NO.

6097)

DAY

1.000

0450 501SD20-0004

UNDERDRAIN UD-4 LF

417.000

0460 501SD20-0009

OUTLET PIPE LF

84.000

0470 502SD20-0014

CURB, STD. CG-3 LF

140.000

0480 504SD20-0001

CONCRETE CLASS A3 MISC. CY

1.000

302, 504

0490 505SD20-0013

GUARDRAIL GR-MGS1, 9'

POST

LF

546.000

Schedule of Items Page: 6

Proposal ID: C0000119784B30 0629-040-768, B630, C501

Order No.: A85

Oversight/State Project No.:

Federal Project No.: STP-BR05(306)

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.

0500 505SD20-0016

RADIAL GUARDRAIL GR-

MGS1, 9' POST

LF

242.000

0510 505SD20-0017

GUARDRAIL TERMINAL GR-

MGS2

EA

3.000

0520 505SD20-0019

GUARDRAIL HEIGHT

TRANSITION GR-MGS4

EA

1.000

0530 505SD20-0055

FIXED OBJECT ATTACH. GR-

FOA-5

EA

4.000

0540 505SD20-0073

REMOVE EXISTING

GUARDRAIL

LF

1,165.000

0550 508SD20-0002

DEMO. OF PVMT.

COMBINATION

SY

705.000

0560 512SD20-0003

TRAFFIC BARRIER SERVICE

MB-11A

LF

80.000

0570 512SD20-0013

TYPE 3 BARRICADE 8' EA

2.000

0580 512SD20-0014

TEMPORARY SIGN SF

2,749.000

0590 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

80.000

0600 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

390.000

0610 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

3,360.000

Schedule of Items Page: 7

Proposal ID: C0000119784B30 0629-040-768, B630, C501

Order No.: A85

Oversight/State Project No.:

Federal Project No.: STP-BR05(306)

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 512SD20-0027

FLAGGER SERVICE HR

100.000

0630 512SD20-0029

WARNING LIGHT TY. B DAY

2,640.000

0640 512SP20-0001

PORTABLE TEMPORARY

RUMBLE STRIP ARRAY

DAY

13.000

ATTD

0650 512SP20-0002

MAINTENANCE OF TRAFFIC

MOT FOR PRESTRESSED

CONCRETE BEAM REPAIRS

(VIRGINIA STR. NO. 6097)

LUMP SUM _________._____LUMP SUM

ATTD

0660 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

0670 514SD20-0002

FIELD OFFICE TY.II MO

11.000

0680 515SD20-0005

FLEXIBLE PAVE. PLANING

ABOVE 2"-4"

SY

796.000

0690 517SD20-0001

CONSTRUCTION SURVEYING

CONSTR.

LUMP SUM _________._____LUMP SUM

0700 602SD20-0003

TOPSOIL CLASS B 2" ACRE

0.770

0710 603SD20-0002

TEMPORARY SEED LB

77.000

0720 603SD20-0003

REGULAR SEED LB

116.000

0730 603SD20-0004

OVERSEEDING LB

92.000

0740 603SD20-0014

FERTILIZER NITROGEN - N LB

74.000

Schedule of Items Page: 8

Proposal ID: C0000119784B30 0629-040-768, B630, C501

Order No.: A85

Oversight/State Project No.:

Federal Project No.: STP-BR05(306)

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 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

101.000

0760 603SD20-0016

FERTILIZER POTASSIUM - K LB

51.000

0770 606SD20-0001

ROLLED EROSION CTRL

PRODUCT EC-2 TYPE 1

SY

64.000

0780 606SD20-0007

ROLLED EROSION CTRL

PRODUCT EC-3 TYPE 3

SY

430.000

0790 700SD20-0003

REMOVE EXISTING 1 POST

SIGN STRUCTURE

EA

10.000

0800 700SD20-0004

REMOVE EXISTING 2 POST

SIGN STRUCTURE

EA

2.000

0810 700SD20-0035

SIGN POST STP-1, 2 3/16", 10

GAUGE

LF

108.000

0820 700SD20-0036

SIGN POST STP-1, 2 1/2", 10

GAUGE

LF

243.000

0830 700SD20-0039

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

18.000

0840 701SD20-0001

SIGN PANEL SF

285.000

0850 704SD20-0006

TYPE B CLASS I PVMT LINE

MRKG 4"

LF

2,403.000

0860 704SD20-0010

TYPE B CLASS I PVMT LINE

MRKG 24"

LF

101.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000119784B30

A85

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

_______ASPHALT CONCRETE TY. SM-12.5D CONST 3.500315SD20-0002

_______ASPHALT CONCRETE TY. IM-19.0D CONST 3.500315SD20-0005

_______ASPHALT CONCRETE BM-25.0 3.500315SD20-0010

_______STRUCTURE EXCAVATION CONST. 0.290401SD20-0001

_______CONC. CL. A4 MOD. LTWT LOW SHRINK., SPR. STRUCT.

CONST.

1.892404SD20-0007

_______EROSION CTRL. STONE CL. A1, EC-1 0.600414SD20-0001

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

_______CONCRETE CLASS A3 MISC. 1.892504SD20-0001

_______DEMO. OF PVMT. COMBINATION 0.200508SD20-0002

_______FLEXIBLE PAVE. PLANING ABOVE 2"-4" 0.160515SD20-0005

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Steel Price Adjustment

C0000119784B30

A85

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

_______CR REINF. STEEL CL. I SPR. STRUCT. CONST.406SD20-0003

_______REINFORCING STEEL SUBSTRUCT. CONST.406SD20-0006

_______STR.STEEL ROLLED BEAM ASTM A709 GRADE50407SD20-0019

_______GUARDRAIL GR-MGS1, 9' POST505SD20-0013

_______RADIAL GUARDRAIL GR-MGS1, 9' POST505SD20-0016

_______GUARDRAIL TERMINAL GR-MGS2505SD20-0017

_______GUARDRAIL HEIGHT TRANSITION GR-MGS4505SD20-0019

_______SIGN POST STP-1, 2 3/16", 10 GAUGE700SD20-0035

_______SIGN POST STP-1, 2 1/2", 10 GAUGE700SD20-0036

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000119784B30

A85

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

ASPHALT CONCRETE TY. SM-12.5D CONST315SD20-0002

ASPHALT CONCRETE TY. IM-19.0D CONST315SD20-0005

ASPHALT CONCRETE BM-25.0315SD20-0010

ASPH.CONC.CURB BACKUP MATL. CONST315SD20-0018

Determination of Major Items

1C0000119784B30Contract ID:

ltem Description Item

Number

CONC. CL. A4 MOD. LTWT LOW SHRINK., SPR. STRUCT. CONST.404SD20-0007

JACKING AND BLOCKING BEAM412SD20-0048

REPLACE BEARING426SD20-0001

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

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

CN221-000100-00 SEC 221.02—DETAIL REQUIREMENTS 1-15-25 (SPCN) 3

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

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

CQ107-000130-00 DRUG-FREE WORKPLACE 7-3-19 (SPCN) 5

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

CQ522-000100-03 PROTECTION OF BAT SPECIES 1-17-18 (SPCN) 6

SECTION 404—HYDRAULIC CEMENT CONCRETE OPERATIONS 2/25/26 (SPCN) 7

STEEL BAR SUPPORTS 2/25/26 (SPCN) 7

CONCRETE SUPERSTRUCTURE SURFACE REPAIR 6/8/26 (SPCN) 7

MOT FOR PRESTRESSED CONCRETE BEAM REPAIRS 4/26/26 (SPCN) 8

STRAND SPLICING AT PRESTRESSED CONCRETE BEAM REPAIRS 6/8/26 (SPCN) 9

SP0F0-000100-00 PREDETERMINED MIN. WAGE RATES R-7-12-16 10

SP0F0-000130-02 FHWA 1273—REQ. PROVISIONS, FED-AID 10-3-23 14

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 41

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

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 49

*SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1-21/20 50

SP107-001510-06 INTERIM DBE REQUIREMENTS 1-26-26 52

SP107-003100-00 MADE IN THE USA REQUIREMENTS 10-03-25 56

SP108-000100-01 PROG. SCHED. FOR CAT. I PROJECTS 3-21-22 63

*SP109-000100-05 ASPHALT MATERIAL PRICE ADJUSTMENT 7-8-24 78

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 80

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 82

SP109-000130-01 ELECTRONIC OR PRINTED WEIGH TICKETS 3-10-25 87

SP401-000100-01 CLEAR & GRUB BRIDGE APPROACHES 2-28-18 93

SP407-000500-00 SUPERSTRUCTURE ERECTION STABILITY 6-10-22 95

*SP512-000130-00 EMPLOYMENT OF PTRS 1-24-19 109

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

SQ105-000611-01 SEC 105.06 — SUBCONTRACTING (FED 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

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

TABLE OF CONTENTS FOR PROVISIONS

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

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

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

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

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

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

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

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

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

103.02 – Award of Contract

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

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

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

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

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

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

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

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

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

The following constitutes a valid flagger certification card:

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

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

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

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

(two years after date of issuance).

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

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

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

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

• At least one special character

• At least one alphabetical character

• At least one numerical character

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

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

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

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

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

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

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

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

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

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

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

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

Department’s OT Cybersecurity Program Manual.

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.

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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.

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.

CQ107-000130-00 July 3, 2019 (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.

CQ107-000150-00 May 11, 2022 (SPCN)

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.

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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.

CQ522-000100-03 January 17, 2018 (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.

cn108-000411-02 EARLY COMPLETION INCENTIVE/DISINCENTIVE

Early Completion is defined as completing all of the Work as detailed in the Plans and Specifications to the Department's satisfaction for Final Acceptance, including, but not limited to, punch list, seeding, landscaping, and signal burn-in before October 6, 2027. 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.

The Department will pay an incentive of $3,000.00 for each Calendar Day the Contractor completes the Work prior to the date shown above as adjusted by the Engineer for Compensable Delay. The incentive is capped at $120,000.00.

If the Contractor does not complete the Work on or before date shown above as adjusted by the Engineer for Compensable Delay, the Department will assess a disincentive of $3,000.00 per Calendar Day after the date shown above as adjusted by the Engineer for Compensable Delay that the Contractor does not complete the Work. The disincentive is capped at $120,000.00.

The disincentive will be assessed, not as a penalty, but as agreed compensation for damages resulting from the Contractor's delay in completion of construction operations on the Department and road users. 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.

5-20-26 (SPCN)

SECTION 404—HYDRAULIC CEMENT CONCRETE OPERATIONS of the Specifications is amended as follows:

Section 404.08 – Measurement and Payment is amended by including the following:

No separate payment will be made for rub plates and joint filler. The cost of rub plates and joint filler shall be included in the price for Concrete Class A3.

2-25-2026 (SPCN)

STEEL BAR SUPPORTS — Section 406 – Reinforcing Steel of the Specifications is amended as follows:

Section 406.03(d) Placing and Fastening, the seventh paragraph, is replaced with the following:

Reinforcement in bridge deck slabs and slab spans shall be supported by stainless steel bar supports. The bar supports shall be fabricated from stainless steel wire conforming to ASTM A493. The Contractor should treat stainless steel bar supports as a special material that may require several weeks production lead time.

Bar supports shall be spaced as recommended by CRSI but not more than 4 feet apart transversely or longitudinally. Precast concrete supports, galvanized bar supports or epoxy coated bar supports will not be permitted. The lower mat of steel reinforcement shall be supported by a bolster block or individual chair bar supports and the upper mat can be supported by either individual high chair bar supports or continuous bar supports placed between the upper and lower mats. When the upper mat is supported by either individual high chair bar supports or continuous bar supports placed between the upper and lower mats, all the bar supports shall be spaced as recommended by CRSI but not more than 3 feet apart transversely or longitudinally. Bar supports shall be firmly stabilized so as not to displace under construction activities.

Reinforcing bar supports (standees) may be used for the top mat of steel of simple slab spans provided they hold the reinforcing steel to the requirements specified herein and are firmly tied to the lower mat to prevent slippage. The use of standees will not be permitted for the top mat of steel on any continuous slab spans.

2-25-2026 (SPCN)

CONCRETE SUPERSTRUCTURE SURFACE REPAIR shall be performed in accordance with Section 412 of the Specifications.

Concrete Superstructure Surface Repair will be measured and paid for in accordance with Section 412 of the Specifications. The cost to furnishing, maintaining, storing, and operating a dump truck with a minimum 10 ton payload capacity, or an approved equivalent, for preloading members during surface repair concrete placement as specified in the Plans shall be included in the unit price for Concrete Superstructure Surface Repair. No separate payment will be made for the work.

6-8-2026 (SPCN)

MOT FOR PRESTRESSED CONCRETE BEAM REPAIRS – The work includes all Maintenance of Traffic (MOT) needed to perform the Prestressed Concrete Beam Repairs resulting from vehicle hit. MOT required for other project work shall be paid for under the pay items shown on the roadway plans.

Maintenance of traffic shall consist of single-lane closures on Northbound Interstate 95 (NB I-95). Work zones shall be set up, maintained, and signed in accordance with the 2026 Virginia Manual on Uniform Traffic Control Devices (MUTCD), Version 11 and the 2026 Virginia Work Area Protection Manual (VWAPM), Version 11 including, but not limited to, TTC 16.0, 19.0, 20.0, 37.0. Only one lane closure shall be allowed at any time as specified in accordance with “Allowable Lane closure Hours for the State Highway System in Hampton Roads, December 2025”: for section of Interstate 95 where lane closure work is to be performed. Interstate 95 shall not be closed to any work performed under this contract, unless the Contractor submits a Traffic Analysis to the department that evaluates and defines the Impact to Interstate traffic and gets approval from the Engineer. The contractor shall conduct the work to minimize the duration of lane closures and the time that the work zone is in place. The Contractor shall develop a Maintenance of Traffic (MOT) Plan in accordance with the Contract Documents and shall submit it to the Engineer for review.

The Contractor shall develop a Maintenance of Traffic (MOT) Plan in accordance with the Contract Documents and shall submit it to the Engineer for review. Lane closures shall be implemented only with approval from the Department. The Contractor shall also adhere to the Department’s process for Lane Closure Coordination (LCC) and Lane Closure Implementation (LCI). Unless directed otherwise by the Engineer, all entrance and exit ramps within the project location shall remain open to traffic at all times.

The Contractor shall adhere to the requirements of the latest version of the “Allowable Lane Closure Hours for the State Highway System in Hampton Roads District” December 2025.: including, but not limited to, the requirements regarding work outside of the allowable lane closure hours. as shown in the table below.

Additionally, lane closures shall not be permitted during holiday time periods identified in Section 108.02 of the Specifications and the Contract Documents without written approval from the Department.

The Contractor shall schedule the work accordingly and shall continuously monitor traffic and maintain all traffic control devices to ensure the safety of the travelling public at all times.

Allowable Lane Closure Hours

Summer (April 15 – October 15)

Allowable Lane Closure Hours

Non-Summer (October 16 – April 15)

Monday - Thursday

Friday Saturday Sunday Monday - Thursday

Friday Saturday Sunday

12 AM – 7 AM

7 PM – 12 AM

12 AM – 7 AM

9 PM – 12 AM

12 AM – 8 AM

9 PM – 12 AM

12 AM – 8 AM

9 PM – 12 AM

12 AM – 7 AM

9 AM – 4 PM

7 PM – 12 AM

12 AM – 7 AM

7 PM – 12 AM

12 AM – 11 AM

6 PM – 12 AM

12 AM – 10 AM

7 PM – 12 AM

MOT for Prestressed Concrete Beam Repairs shall be paid for at the contract lump sum price, and no separate measurement will be made. This price shall include but not be limited to: the preparation and submission of maintenance of traffic plans; furnishing, installing, maintaining, monitoring, and removing temporary traffic control devices and signage; and placing, operating, and removing temporary impact attenuator, or TMA, as required.

Payment will be made under:

Pay Item Pay Unit

MOT for Prestressed Concrete Beam Repairs (Virginia Str. No. 6097) Lump Sum

4-28-2026 (SPCN)

STRAND SPLICING AT PRESTRESSED CONCRETE BEAM REPAIRS – The work shall conform to the Plans and shall include furnishing and installing strand-splicing system; stressing the strand-splicing system; saw cutting existing and new strands (if needed); furnishing and installing new prestressing strand to fill in gaps (if needed); submittal of proposed procedure and details for splicing strands; documenting confirmation that each strand splice has achieved the required tensile force; any pre-installation mock-up assembly or other equipment and procedures utilized by the Contractor and approved by the Department as part of the method of confirming achievement of tensile force in the strand splice; on-site services of strand-splicing system manufacturer’s field representative during installation and stressing of mock-up (if used on the project) and production strand splices.

Strand Splicing At Prestressed Concrete Beam Repairs will be measured in units of each and will be paid for at the Contract unit price per each.

Payment will be made under:

Pay Item Pay Unit

Strand Splicing at Prestressed Concrete Beam Repairs EA

6-8-2026 (SPCN)

SP0F0-000100-00

Reissued July 12, 2016

PREDETERMINED MINIMUM WAGE RATES

"General Decision Number: VA20260096 05/18/2026

State: Virginia

Construction Types: Highway

Counties: Virginia Counties of Charlotte, Greensville, Surry and Emporia*

* Designates Independent City

Modification Number Publication Date

0 01/02/2026

1 05/18/2026

SUVA2016-032 07/02/2018

Rates Fringes

TRUCK DRIVER: MULTI AXLE...........................$ 16.36 0.00

TRUCK DRIVER: HEAVY OVER 7 CY.....................$ 17.74 0.00

TRUCK DRIVER: 1/SINGLE AXLE TRUCK..................$ 15.79 0.00

TRUCK DRIVER : HEAVY 7CY & UNDER....................$ 16.69 0.00

TRAFFIC CONTROL: FLAGGER..........................$ 11.99 0.00

PAVEMENT MARKING TRUCK DRIVER.......................$ 21.40 0.00

OPERATOR: ASPHALT SPREADER AND DISTRIBUTOR..........$ 17.34 0.00

OPERATOR: TRACTOR (UTILITY)........................$ 13.94 0.00

OPERATOR: ROLLER (FINISHING).......................$ 16.55 0.00

OPERATOR: ROLLER...................................$ 16.38 0.00

OPERATOR: PAVER (ASPHALT, AGGREGATE, AND

CONCRETE)...........................................$ 18.10 0.00

OPERATOR: PAVEMENT PLANER..........................$ 15.95 0.00

OPERATOR: MILLING MACHINE..........................$ 21.13 0.00

OPERATOR: MECHANIC.................................$ 19.15 0.00

OPERATOR: LOADER...................................$ 18.18 0.00

OPERATOR: GRADER/BLADE, INCLUDES FINISHING.........$ 26.13 0.00

OPERATOR: CRANE....................................$ 26.68 0.00

OPERATOR: BULLDOZER................................$ 17.66 0.00

OPERATOR: BROOM/SWEEPER............................$ 16.15 0.23

OPERATOR: BACKHOE/EXCAVATOR/TRACKHOE...............$ 17.74 0.00

LABORER: PIPELAYER.................................$ 16.75 0.00

LABORER: COMMON OR GENERAL.........................$ 14.60 0.00

LABORER: ASPHALT, INCLUDES RAKER, SHOVELER,

SPREADER AND DISTRIBUTOR............................$ 17.79 0.00

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

CEMENT MASON/CONCRETE FINISHER......................$ 19.35 0.00

CARPENTER, INCLUDES FORM WORK.......................$ 17.77 0.96

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

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