A64_128696.pdf

ORDER NO.: A64

CONTRACT ID. NO.: C0000128696N01

Form C-6a

Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: VARIOUS

FHWA NUMBER: STP-PM08-(473)

PROJECT NUMBER: BR8O-968-799, B692, N501

COUNTY: DISTRICT-WIDE

DISTRICT: STAUNTON

DESCRIPTION: ON-CALL BRIDGE REPAIR AND PREVENTATIVE MAINTENANCE

LOCATION: VARIOUS

DATE BID SUBMITTED: 10:00 AM WEDNESDAY, JUNE 24, 2026

Form C-118 Rev. 2-1-24

COMMONWEALTH OF VIRGINIA

NOTICE TO BIDDERS

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

1. Bids shall be filed electronically through Bidx (https://bidx.com/site/home) at the times designated in the Notice of Advertisement for Bids. For information see (https://cabb.virginiadot.org/)

2. Unless otherwise specified or permitted in the proposal, prices shall be submitted on all items shown in the proposal.

3. Proposals conditioned by proposed alternates, other than those specified or permitted, or by reserving the right to accept or reject an award or to enter into a contract pursuant to an award will not be considered.

4. A bid total shall be shown in each space provided.

5. Bid bonds shall conform to Section 102.07. The bid bond number shall be placed in the appropriate space in your electronic bid. As an alternative you may complete the bottom line of the Form C-24. This form may be mailed or faxed but must be received prior to the opening of the bids.

6. Joint venture proposals shall show the Firm Name of each party and shall be signed by an authorized representative of each Firm. A letter shall be filed with the prequalification office describing responsibility of each firm and the amount of maximum capacity pledge by each firm of a joint venture.

https://bidx.com/site/home http://cabb.virginiadot.org/

Form C-24

Rev. 7-6-05

PROPOSAL GUARANTY

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

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

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

SIGNED, sealed and dated this Day of , 20

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

PROJECT NUMBER: BR8O-968-799, B692, N501

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

(Principal*) (Surety Company)

By: By:

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

(Principal*) (Address)

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

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

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

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

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

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

**Attach copy of Power of Attorney

Form C-48 Rev. 10-03-25

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION,

AND VENDOR SURVEY FORM (ALL VENDORS)

PROJECT

NO.

BR8O-968-799, B692, N501

CONTRACT I.D.

NO.

C0000128696N01

FHWA NO. STP-PM08-(473)

DATE SUBMITTED

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

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

Vendor Signature:

Vendor ID No. Title:

Vendor’s Address: ____________________________________

City: __________________

State: __________________ Zip Code: _________

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION (ALL)

VENDOR

NUMBER

NAME OF SUBCONTRACTOR/SUPPLIER TELEPHONE

NUMBER

UTILIZED

(Y/N)

NOTE: ATTACH ADDITIONAL PAGES, IF NECESSARY.

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

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

REQUESTED IN THIS FORM.

Form C-48 Rev. 10-03-25

VENDOR SURVEY

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

VENDOR SURVEY FOR THEMSELVES AND A VENDOR SURVEY FOR EACH SUBCONTRACTOR

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

VENDOR’S FULL LEGAL NAME: ________________________________________

VENDOR ID NO.: __________________

ADDRESS: ____________________________________

CITY: ____________________________________

STATE: _______________ ZIP CODE: _________

VENDOR’S YEARS IN BUSINESS: _____________

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

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

KNOWLEDGE.

Printed Full Legal Name of Person Signing for Vendor

Signature: ____________________________________________

Form C-7

Rev. 2-2-24

SHEET 1

TERMS OF THE PROPOSAL\CONTRACT

SUBMITTED: 10:00 AM WEDNESDAY, JUNE 24, 2026

PROJECT NUMBER: BR8O-968-799, B692, N501

ROUTE NUMBER: VARIOUS

FHWA NUMBER: STP-PM08-(473)

DESCRIPTION: ON-CALL BRIDGE REPAIR AND PREVENTATIVE MAINTENANCE

LOCATION: VARIOUS

DISTRICT: STAUNTON COUNTY: DISTRICT-WIDE

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

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

COMPLETION DATE: JULY 10, 2027

BID TOTAL $

Attached is a bond conforming to the requirements of the current Road and Bridge Specifications, it being understood that such bond is to be forfeited as liquidated damages if, upon acceptance of the terms of this proposal, I/we fail to execute the contract and furnish bond as provided in the current Road and Bridge Specifications.

(Names of Individual(S),Firm(S) Or Corporation)

Street Address City State Zip Code Vendor#/Fin#

Print Name Signature Title

In consideration of the commitments made as shown herein, the Commonwealth of Virginia by The Commonwealth Transportation Commissioner agrees to pay for all items of work performed and materials furnished at the unit price(s) and under the conditions set forth in this proposal, in witnessed by the affixing of the name below.

Contract Execution Date By

CHIEF ENGINEER

VIRGINIA DEPARTMENT OF TRANSPORTATION

Virginia Department of Transportation 05/08/2026Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000128696N01 BR8O-968-799, B692, N501

Order No.: A64

Oversight/State Project No.:

Federal Project No.: STP-PM08-(473)

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 307SX20-0002

CEM. STAB. NS APPROACH

SLAB STABILIZATION

(CEMENTITIOUS MATERIAL)

CY

20.000

ATTD

0020 315SD20-0034

ASPH. CONC. TY. SM-12.5D

MAINT

TON

507.000

0030 315SD20-0043

ASPH. CONC. TY. IM-19.0D

MAINT

TON

150.000

0040 315SD20-0048

ASPH. CONC. TY. BM-25.0D

MAINT

TON

100.000

0050 316SX20-0008

GRIND CONCRETE

PAVEMENT

SY

324.000

ATTD

0060 316SX20-0008

GRIND CONCRETE

PAVEMENT (UHPC)

SY

2,880.000

ATTD

0070 404SD20-0020

BRIDGE DECK GROOVING

MAINT.

SY

2,916.000

0080 404SX20-0004

CONCRETE FURNISH CLASS

A4 CONCRETE (HES)

CY

100.000

ATTD

0090 404SX20-0004

CONCRETE FURNISH CLASS

A4 CONCRETE (VES)

CY

320.000

ATTD

0100 404SX20-0004

CONCRETE FURNISH CLASS

A5 SELF-CONSOLIDATING

CONCRETE (SCC)

CY

500.000

ATTD

0110 404SX20-0004

CONCRETE FURNISH

ENGINEERED CEMENTIOUS

COMPOSITE (ECC)

CY

60.000

ATTD

Schedule of Items Page: 3

Proposal ID: C0000128696N01 BR8O-968-799, B692, N501

Order No.: A64

Oversight/State Project No.:

Federal Project No.: STP-PM08-(473)

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.

0120 404SX20-0004

CONCRETE FURNISH HYBRID

POLYMER CONCRETE (HPC)

CY

60.000

ATTD

0130 404SX20-0004

CONCRETE FURNISH ULTRA-

HIGH PERFORMANCE

CONCRETE (UHPC)

CY

80.000

ATTD

0140 406SD20-0003

CR REINF. STEEL CL. I SPR.

STRUCT. CONST.

LB

150.000

0150 406SD20-0014

REINFORCING STEEL SPR.

STRUCT. MAINT.

LB

1,000.000

0160 410SX20-0006

BRIDGE SUPERSTRUCTURE

NS FURNISH ALUMINUM RAIL

POST - 1 RAIL (4" DIA.)

EA

10.000

ATTD

0170 410SX20-0006

BRIDGE SUPERSTRUCTURE

NS FURNISH ALUMINUM RAIL

POST - 1 RAIL (5" DIA.)

EA

20.000

ATTD

0180 410SX20-0006

BRIDGE SUPERSTRUCTURE

NS FURNISH ALUMINUM RAIL

POST - 2 RAIL (3 1/2" & 5”

DIA.)

EA

10.000

ATTD

0190 410SX20-0006

BRIDGE SUPERSTRUCTURE

NS FURNISH ALUMINUM RAIL

TERMINAL END (4" DIA.)

EA

10.000

ATTD

0200 410SX20-0006

BRIDGE SUPERSTRUCTURE

NS FURNISH ALUMINUM RAIL

TERMINAL END (5" DIA.)

EA

10.000

ATTD

0210 410SX20-0006

BRIDGE SUPERSTRUCTURE

NS INSTALL ALUMINUM RAIL

POST

EA

30.000

Schedule of Items Page: 4

Proposal ID: C0000128696N01 BR8O-968-799, B692, N501

Order No.: A64

Oversight/State Project No.:

Federal Project No.: STP-PM08-(473)

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.

0220 410SX20-0006

BRIDGE SUPERSTRUCTURE

NS INSTALL ALUMINUM RAIL

TERMINAL END

EA

6.000

ATTD

0230 410SX20-0006

BRIDGE SUPERSTRUCTURE

NS REPLACE RAIL POST

ANCHOR BOLT SET

EA

25.000

ATTD

0240 410SX20-0021

RAILING NS FURNISH

ALUMINUM RAIL (3.5" DIA.)

LF

500.000

ATTD

0250 410SX20-0021

RAILING NS FURNISH

ALUMINUM RAIL (4" DIA.)

LF

500.000

ATTD

0260 410SX20-0021

RAILING NS FURNISH

ALUMINUM RAIL (5" DIA.)

LF

500.000

ATTD

0270 410SX20-0021

RAILING NS INSTALL

ALUMINUM RAIL

LF

500.000

ATTD

0280 410SX20-0021

RAILING NS REMOVE AND

INSTALL GUARDRAIL BEAM

LF

130.000

ATTD

0290 412SD20-0010

ANCHOR BOLT

REPLACEMENT

EA

48.000

0300 412SD20-0014

CRACK REPAIR TYPE C LF

400.000

0310 412SD20-0017

EMBEDDED GALVANIC

ANODES

EA

1,500.000

0320 412SD20-0018

NS CONC. SURFACE COLOR

COATING MAINT.

SY

150.000

0330 412SD20-0020

REINF. STL. SPLICER #4 BAR EA

16.000

Schedule of Items Page: 5

Proposal ID: C0000128696N01 BR8O-968-799, B692, N501

Order No.: A64

Oversight/State Project No.:

Federal Project No.: STP-PM08-(473)

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.

0340 412SD20-0021

REINF. STL. SPLICER #5 BAR EA

320.000

0350 412SD20-0043

EXPANSION JOINT

PREPARATION

LF

2,530.000

0360 412SD20-0048

JACKING AND BLOCKING

BEAM

EA

30.000

0370 412SX20-0004

REPLACE DECK DRAIN

ASSEMBLY

EA

4.000

ATTD

0380 412SX20-0007

SUPERSTR. WID./REPAIR NS

EPOXY MORTAR JOINT

REPAIR

LF

770.000

ATTD

0390 412SX20-0007

SUPERSTR. WID./REPAIR NS

INCIDENTAL CONCRETE

REPAIR

LF

32.000

ATTD

0400 412SX20-0007

SUPERSTR. WID./REPAIR NS

PLACE HOT POURED JOINT

SEALER

LF

2,500.000

ATTD

0410 412SX20-0009

SUPERSTR. WID./REPAIR NS

CLEAN DECK DRAIN

ASSEMBLY

EA

20.000

ATTD

0420 412SX20-0009

SUPERSTR. WID./REPAIR NS

CLEAN DRAINAGE TROUGH

SYSTEM

EA

2.000

ATTD

0430 412SX20-0009

SUPERSTR. WID./REPAIR NS

DESIGN CARBON FIBER

REINFORCED POLYMER

WRAP SYSTEM

EA

6.000

Schedule of Items Page: 6

Proposal ID: C0000128696N01 BR8O-968-799, B692, N501

Order No.: A64

Oversight/State Project No.:

Federal Project No.: STP-PM08-(473)

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.

0440 412SX20-0009

SUPERSTR. WID./REPAIR NS

FURNISH VERY RAPID

HARDENING - MAGNESIUM

PHOSPHATE CEMENT (MPC)

CONCRETE

EA

156.000

ATTD

0450 412SX20-0009

SUPERSTR. WID./REPAIR NS

PRESTRESSED STRAND

REPAIR

EA

20.000

ATTD

0460 412SX20-0009

SUPERSTR. WID./REPAIR NS

REINFORCING STEEL

COUPLER #4 (SCREW

LOCKING)

EA

180.000

ATTD

0470 412SX20-0009

SUPERSTR. WID./REPAIR NS

REINFORCING STEEL

COUPLER #5 (SCREW

LOCKING)

EA

320.000

ATTD

0480 412SX20-0009

SUPERSTR. WID./REPAIR NS

REPLACE RAIL POST

ANCHOR BOLT SET

EA

10.000

ATTD

0490 412SX20-0010

SUPERSTR. WID./REPAIR NS

DECK SLAB CLOSURE (TYPE

B)

CF

450.000

ATTD

0500 412SX20-0010

SUPERSTR. WID./REPAIR NS

DECK SLAB CLOSURE (TYPE

C)

CF

350.000

ATTD

0510 412SX20-0010

SUPERSTR. WID./REPAIR NS

PARAPET CLOSURE

CF

350.000

ATTD

0520 412SX20-0010

SUPERSTR. WID./REPAIR NS

PRESTRESSED CONCRETE

SUPERSTRUCTURE REPAIR

CF

350.000

Schedule of Items Page: 7

Proposal ID: C0000128696N01 BR8O-968-799, B692, N501

Order No.: A64

Oversight/State Project No.:

Federal Project No.: STP-PM08-(473)

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.

0530 412SX20-0010

SUPERSTR. WID./REPAIR NS

RECONSTRUCT CONCRETE

CURB

CF

435.000

ATTD

0540 412SX20-0010

SUPERSTR. WID./REPAIR NS

RECONSTRUCT CONCRETE

POST

CF

10.000

ATTD

0550 412SX20-0010

SUPERSTR. WID./REPAIR NS

RECONSTRUCT CONCRETE

RAILS

CF

1,000.000

ATTD

0560 412SX20-0010

SUPERSTR. WID./REPAIR NS

RECONSTRUCT DECK

OVERHANG

CF

85.000

ATTD

0570 412SX20-0010

SUPERSTR. WID./REPAIR NS

RECONSTRUCT EXPANSION

JOINT (TYPE B)

CF

300.000

ATTD

0580 412SX20-0010

SUPERSTR. WID./REPAIR NS

RECONSTRUCT EXPANSION

JOINT (TYPE C)

CF

300.000

ATTD

0590 412SX20-0010

SUPERSTR. WID./REPAIR NS

REINFORCED CONCRETE

SUPERSTRUCTURE REPAIR

CF

350.000

ATTD

0600 412SX20-0010

SUPERSTR. WID./REPAIR NS

REPLACE CONCRETE

CORBELS

CF

80.000

ATTD

0610 412SX20-0010

SUPERSTR. WID./REPAIR

SHOTCRETE TYPE A

CF

1,080.000

ATTD

0620 412SX20-0010

SUPERSTR. WID./REPAIR

TYPE A PATCHING

CF

70.000

Schedule of Items Page: 8

Proposal ID: C0000128696N01 BR8O-968-799, B692, N501

Order No.: A64

Oversight/State Project No.:

Federal Project No.: STP-PM08-(473)

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.

0630 412SX20-0010

SUPERSTR. WID./REPAIR

TYPE B PATCHING

CF

180.000

ATTD

0640 412SX20-0010

SUPERSTR. WID./REPAIR

TYPE C PATCHING

CF

250.000

ATTD

0650 412SX20-0011

SUPERSTR. WID./REPAIR NS

INSTALL CARBON FIBER

REINFORCED POLYMER

WRAP (CONCRETE)

SF

2,300.000

ATTD

0660 412SX20-0011

SUPERSTR. WID./REPAIR NS

INSTALL CARBON FIBER

REINFORCED POLYMER

WRAP (STEEL)

SF

1,800.000

ATTD

0670 412SX20-0011

SUPERSTR. WID./REPAIR NS

STEEL BEAM END REPAIR

SF

180.000

ATTD

0680 412SX20-0012

SUPERSTR. WID./REPAIR NS

APPROACH SLAB

STABILIZATION

(POLYURETHANE)

LB

5,000.000

ATTD

0690 412SX20-0012

SUPERSTR. WID./REPAIR NS

FURNISH STRUCTURAL

STEEL

LB

1,000.000

ATTD

0700 412SX20-0015

SUPERSTR. WID./REPAIR NS

PLACE HYBRID POLYMER

CONCRETE OVERLAY (HPC)

OVERLAY 1"

SY

1,080.000

ATTD

0710 412SX20-0015

SUPERSTR. WID./REPAIR NS

PLACE ULTRA-HIGH

PERFORMANCE CONCRETE

(UHPC) OVERLAY 1-1.5"

SY

2,880.000

Schedule of Items Page: 9

Proposal ID: C0000128696N01 BR8O-968-799, B692, N501

Order No.: A64

Oversight/State Project No.:

Federal Project No.: STP-PM08-(473)

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.

0720 412SX20-0015

SUPERSTR. WID./REPAIR NS

TEMPORARY DEBRIS SHIELD

SY

200.000

ATTD

0730 412SX20-0019

BR. SUBSTR. WID./REPAIR NS

CONCRETE SUBSTRUCTURE

REPAIR

CF

500.000

ATTD

0740 412SX20-0019

BR. SUBSTR. WID./REPAIR NS

RECONSTRUCT BACKWALL

(TYPE B)

CF

250.000

ATTD

0750 412SX20-0021

BR. SUBSTR. WID./REPAIR NS

RECONSTRUCT BRIDGE

SEAT (TYPE A)

EA

12.000

ATTD

0760 412SX20-0021

BR. SUBSTR. WID./REPAIR NS

RECONSTRUCT BRIDGE

SEAT (TYPE B)

EA

12.000

ATTD

0770 412SX20-0021

BR. SUBSTR. WID./REPAIR NS

REPLACE BEARING WITH

ELASTOMERIC (TYPE I)

EA

6.000

ATTD

0780 412SX20-0021

BR. SUBSTR. WID./REPAIR NS

REPLACE BEARING WITH

ELASTOMERIC (TYPE II)

EA

6.000

ATTD

0790 412SX20-0021

BR. SUBSTR. WID./REPAIR NS

REPLACE BEARING WITH

ELASTOMERIC (TYPE III)

EA

6.000

ATTD

0800 412SX20-0021

BR. SUBSTR. WID./REPAIR NS

REPLACE BEARING WITH

ELASTOMERIC (TYPE IV)

EA

6.000

Schedule of Items Page: 10

Proposal ID: C0000128696N01 BR8O-968-799, B692, N501

Order No.: A64

Oversight/State Project No.:

Federal Project No.: STP-PM08-(473)

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.

0810 412SX20-0021

BR. SUBSTR. WID./REPAIR NS

REPLACE BEARING WITH

ELASTOMERIC (TYPE V)

EA

6.000

ATTD

0820 412SX20-0021

BR. SUBSTR. WID./REPAIR NS

REPLACE BEARING WITH

ELASTOMERIC (TYPE VI)

EA

6.000

ATTD

0830 416SD20-0003

WATERPROOFING – EPOXY

RESIN TYPE EP-3B/EP-3T

SY

200.000

0840 420SD20-0003

ADHESIVE BASED JT.

SEALER CL. I, 2" CONST.

LF

1,000.000

0850 421SD20-0008

ELASTOMERIC EXPANS. DAM

3+" TO 4" SPRSTR MAINT

LF

300.000

0860 425SD20-0015

PLACE VERY EARLY

MOD.CONC.OVERLAY

SY

1,620.000

0870 425SD20-0022

TYPE A HYDRO-DEMOLITION

1/2"

SY

1,620.000

0880 425SX20-0001

TYPE A MILLING NS TYPE A

MILLING (0.5"-1.5")

SY

5,580.000

ATTD

0890 425SX20-0002

FURNISH LATEX MOD.CONC.

NS FURNISH LATEX

MODIFIED CONCRETE (VES)

CY

90.000

ATTD

0900 426SD20-0002

RESET EXIST. ROCKER

EXPN. BEARING

EA

52.000

0910 426SD20-0004

MODIFY EXIST. FIXED

BEARING

EA

52.000

Schedule of Items Page: 11

Proposal ID: C0000128696N01 BR8O-968-799, B692, N501

Order No.: A64

Oversight/State Project No.:

Federal Project No.: STP-PM08-(473)

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.

0920 426SD20-0008

MODIFY STEEL

BEAM/GIRDER END

EA

10.000

0930 426SD20-0010

CRACK REPAIR DRILL CRACK

ARREST HOLES

EA

12.000

0940 427SD20-0001

SILICONE JOINT SEALANT 1" LF

600.000

0950 427SD20-0002

SILICONE JOINT SEALANT 1-

1/2"

LF

900.000

0960 431SD20-0002

EPOXY OVERLAY MAINT SY

1,520.000

0970 512SD20-0014

TEMPORARY SIGN SF

360.000

0980 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

2,100.000

0990 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

13,000.000

1000 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

9,500.000

1010 512SD20-0026

ELECTRONIC ARROW BOARD HR

5,000.000

1020 512SD20-0027

FLAGGER SERVICE HR

1,000.000

1030 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

2,000.000

1040 512SD20-0044

TEMP. PAVE. MARKER 1 WAY EA

78.000

Schedule of Items Page: 12

Proposal ID: C0000128696N01 BR8O-968-799, B692, N501

Order No.: A64

Oversight/State Project No.:

Federal Project No.: STP-PM08-(473)

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.

1050 512SD20-0045

TEMP. PAVE. MARKER 2 WAY EA

82.000

1060 512SD20-0054

TEMP. PVMT MRKG TY. E, 6" LF

450.000

1070 512SD20-0061

TEMP. PVMT MRKG TY. D, CL.

III, 4"

LF

150.000

1080 512SD20-0062

TEMP. PVMT MRKG TY. D, CL.

III, 6"

LF

150.000

1090 512SD20-0064

TEMP. PVMT MRKG TY. D, CL.

III, 12"

LF

150.000

1100 512SX20-0019

TRAFFIC CONTROL

(PORTABLE TEMPORARY

RUMBLE STRIP ARRAY)

EA

60.000

ATTD

1110 512SX20-0030

WORK AREA PORTABLE

TRAFFIC CONTROL SIGNALS

DAY

60.000

ATTD

1120 512SX20-0045

SAFETY NS FIELD WELDING HR

80.000

ATTD

1130 513SX20-0001

MOBILIZATION NS ALUMINUM

RAIL REPAIR MOBILIZATION

EA

25.000

ATTD

1140 513SX20-0001

MOBILIZATION NS MINOR

REPAIR MOBILIZATION

EA

25.000

ATTD

1150 513SX20-0001

MOBILIZATION NS ON-CALL

TASK ORDER MOBILIZATION

EA

50.000

ATTD

1160 513SX20-0001

MOBILIZATION NS SUB-

CONTRACTOR MOBILIZATION

EA

120.000

Schedule of Items Page: 13

Proposal ID: C0000128696N01 BR8O-968-799, B692, N501

Order No.: A64

Oversight/State Project No.:

Federal Project No.: STP-PM08-(473)

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.

1170 513SX20-0002

EMERGENCY MOBILIZATION

NS EMERGENCY

MOBILIZATION

EA

10.000

ATTD

1180 704SD20-0026

TYPE B CLASS VI PVMT LINE

MRKG 4"

LF

200.000

1190 704SD20-0027

TYPE B CLASS VI PVMT LINE

MRKG 6"

LF

1,280.000

1200 704SD20-0030

TYPE B CLASS VI CONTRAST

PVMT LINE MRKG 4"

LF

800.000

1210 704SD20-0031

TYPE B CLASS VI CONTRAST

PVMT LINE MRKG 6"

LF

1,500.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000128696N01

A64

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

_______ASPH. CONC. TY. SM-12.5D MAINT 3.500315SD20-0034

_______ASPH. CONC. TY. IM-19.0D MAINT 3.500315SD20-0043

_______ASPH. CONC. TY. BM-25.0D MAINT 3.500315SD20-0048

_______GRIND CONCRETE PAVEMENT (UHPC) 0.200316SX20-0008

_______GRIND CONCRETE PAVEMENT 0.200316SX20-0008

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Steel Price Adjustment

C0000128696N01

A64

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 SPR. STRUCT. MAINT.406SD20-0014

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000128696N01

A64

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

ASPH. CONC. TY. SM-12.5D MAINT315SD20-0034

ASPH. CONC. TY. IM-19.0D MAINT315SD20-0043

ASPH. CONC. TY. BM-25.0D MAINT315SD20-0048

Determination of Major Items

1C0000128696N01Contract ID:

ltem Description Item

Number

MOBILIZATION NS SUB-CONTRACTOR MOBILIZATION513SX20-0001

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) 2

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

CN211-000100-00 POLISHING AGGREGATE IN ASPHALT CONC. R-7-12-16 (SPCN) 3

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

CN512-000130-00 TEMPORARY CONTRAST MARKINGS 2-26-19 (SPCN) 5

CN512-000310-00 POLICE PATROLS R-7-12-16 (SPCN) 5

CN522-000150-00 ASBESTOS REMOVAL FROM BRIDGES 3-19-20 (SPCN) 6

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

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

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

PORTABLE TRAFFIC CONTROL SIGNAL 2/23/26 (SPCN) 8

PROTECTION OF BAT SPECIES DURING BRIDGE WORK 2/18/26 (SPCN) 8

PROTECTION OF NESTING BIRDS 4/5/24 (SPCN) 8

SECTION 108.02—LIMITATION OF OPERATIONS 1/16/26 (SPCN0 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 80

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 107

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 113

SP105-000100-00 INFORMAL PARTNERING R-7-12-16 114

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 116

*SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1-21/20 117

SP107-001510-05 INTERIM DBE REQUIREMENTS 11-05-25 119

SP107-003100-00 MADE IN THE USA REQUIREMENTS 10-03-25 123

*SP109-000100-05 ASPHALT MATERIAL PRICE ADJUSTMENT 7-8-24 130

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 132

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 134

SP109-000130-01 ELECTRONIC OR PRINTED WEIGH TICKETS 3-10-25 139

SP522-00C310-00 REMOVAL OF ASBESTOS FROM BRIDGE STRUCTURES 10-30-24 145

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 150

SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 152

SQ107-001310-00 PREVAILING WAGE RATES FOR RENEWABLE ON CALL CONTR. 10-12-23 153

SS109-002020-01 SEC 109 — MEASUREMENT AND PAYMENT 5-1-23 157

SS211-002020-03 SEC 211 – ASPHALT CONCRETE 3-18-24 160

SS220-002020-01 SEC 220 – CONCRETE CURING MATERIALS 8-28-20 166

SS223-002020-02 SEC 223 – STEEL REINFORCEMENT 4-4-23 167

SS234-002020-01 SEC 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 168

SS235-002020-01 SEC 235 – RETROREFLECTORS 5-6-22 169

SS236-002020-01 SEC 236 – WOOD PRODUCTS 5-14-21 170

SS246-002020-02 SEC 246 – PAVEMENT MARKING 5-6-22 174

SS248-002020-02 SEC 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 182

SS305-002020-02 SEC 305 – SUBGRADE AND SHOULDERS 12-20-23 184

SS308-002020-01 SEC 308 - SUBBASE COURSE 7-13-21 186

SS309-002020-01 SEC 309 - AGGREGATE BASE COURSE 7-13-21 187

SS315-002020-05 SEC 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 188

SS317-002020-01 SEC 317— STONE MATRIX ASPHALT CONCRETE PLACEMENT 6-21-24 207

SS318-002020-01 SEC 318 — PAVEMENT INTERLAYERS 8-2-23 209

SS319-002020-02 SEC 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 210

SS321-002020-02 SEC 321 – TRENCH WIDENING 5-4-23 214

TABLE OF CONTENTS FOR PROVISIONS

SS407-002020-02 SEC 407 – STEEL & METAL STRUCT 11-01-22 216

SS411-002020-01 SEC 411 – PROT. COAT. OF METAL 11-01-22 218

SS512-002020-03 SEC 512 – MAINTAINING TRAFFIC 7-1-22 219

SS704-002020-02 SEC 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 232

SP100-000120-01 RENEWABLE ON CALL CONTRACTS GENERAL PROVISIONS 11-4-20 238

TREE REMOVAL TIME OF YEAR RESTRICTION FOR BAT HABITAT 3/14/25 245

CLASS A4 EARLY STRENGTH CONCRETE (HES AND VES) 2/6/26 246

ULTRA HIGH PERFORMANCE CONCRETE (UHPC) 2/6/25 248

VERY RAPID HARDENING - MAGNESIUM PHOSPHATE CEMENT (MPC) CONCRETE 2/6/26 251

HYBRID POLYMER CONCRETE (HPC) 2/6/26 253

ENGINEERED CEMENTITIOUS COMPOSITES (ECC) (VES) 2/6/26 255

SELF-CONSOLIDATING CONCRETE (SCC) 2/6/26 257

VERY RAPID HARDENING - MAGNESIUM PHOSPHATE CEMENT (MPC) CONCRETE 2/6/26 259

SECTION 307—HYDRAULIC CEMENT STABILIZATION 2/6/26 261

CARBON FIBER REINFORCED POLYMER WRAP (CFRP) SYSTEM 2/6/26 263

SECTION 425—RIGID CONCRETE BRIDGE DECK OVERLAYS 2/6/26 265

SHOTCRETE 2/6/26 268

SECTION 410—RAILING AND PARAPETS 2/6/26 276

GRINDING CONCRETE PAVEMENT 2/6/26 278

REPAIRING EXISTING STRUCTURAL STEEL STRUCTURES 2/6/26 280

ULTRA HIGH PERFORMANCE CONCRETE OVERLAYS 2/10/26 281

CONCRETE REPAIR AND MATERIALS FOR EXISTING STRUCTURES 3/5/26 285

SECTION 425— LATEX MODIFIED CONCERETE (LMC-VES) 5/6/25 296

NO PLAN 297

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.

cn211-000100-00 July 12, 2016 (SPCN)

POLISHING AGGREGATE IN ASPHALT CONCRETE - Section 211—Asphalt Concrete of the Specifications is amended as follows:

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

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

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

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

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

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

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

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

NOTE: At the discretion of the Engineer, an intermediate mix may be designated as either a SM-19.0A or SM-19.0D. For SM-12.5 and SM-19.0 surface mixes, no more than 5 percent of the aggregate retained on the No. 4 sieve may be polish susceptible. All material passing the No. 4 sieve may be polish susceptible. No more than 35 percent of the total aggregate composition (polish and non-polish susceptible) shall be passing the No. 8 sieve. At the discretion of the Engineer, a SM-12.5AL may be specified and polish susceptible aggregates may be used (without percentage limits).

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

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

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

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

Prefabricated geocomposite pavement underdrain shall conform to the following:

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

Physical Properties Test Method Requirements

Compressive strength ASTM D1621, D2412, and D6364

Min. 40 psi at 20% max.

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

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

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

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

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

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

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

Physical Property Test Method Requirements

Compressive strength ASTM D1621, D2412, and D6364

Min. 40 psi at 20% max.

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

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

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

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

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

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

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

cn512-000130-00 February 26, 2019 (SPCN)

TEMPORARY CONTRAST MARKINGS – Type D, Class III contrast pavement markings shall be used for all longitudinal temporary pavement markings on bridge decks and hydraulic cement concrete riding surfaces if all of the following are met:

• The road has a speed limit of 45 MPH or greater.

• The hydraulic cement concrete riding surface in question is at least 300 feet in length.

• The temporary markings are planned for at least 15 days of use.

Type D, Class III contrast markings are not required for any markings that are parallel to and within two feet of existing guardrail or other longitudinal barrier.

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.

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn512-000130-00.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn512-000310-00.docx cn522-000150-00 March 19, 2020 (SPCN)

ASBESTOS REMOVAL FROM BRIDGE STRUCTURES shall be in accordance with requirements found elsewhere in the Contract. Asbestos will be identified in the asbestos inspection report by type as either friable, Category II non-friable (Cat II NF), or Category I non-friable (Cat I NF).

Asbestos Removal will be measured in square feet or linear feet, and will be paid for at the Contract square foot or linear foot price for the type specified in the asbestos inspection report. This price shall include removal and disposal, sampling, testing, analysis, and encapsulation, if required, and for all required documentation and monitoring operations.

Payment will be made under:

Pay Item Pay Unit

Friable ACM Linear foot Friable ACM Square foot Cat I NF ACM Linear foot Cat I NF ACM Square foot Cat II NF ACM Linear foot Cat II NF ACM Square foot

DRUG-FREE WORKPLACE– The Contractor shall:

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

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

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

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

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

7-3-19 (SPCN)

cq107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY

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

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

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

b. The Contractor shall, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that such contractor is an equal opportunity employer. However, notices, advertisements and solicitations placed in accordance with federal law, rule or regulation shall be deemed sufficient for the purpose of meeting the requirements of this chapter.

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

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

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

5-11-22 (SPCN)

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

6-13-17 (SPCN)

PORTABLE TRAFFIC CONTROL SIGNAL shall be in accordance with section 512 of the specifications.

Portable traffic control signals will be measured on the Day of actual operation per location as authorized or approved by Engineer and will be paid for at the contract unit price per day. This price shall include furnishing, mobilizing, and installing the portable trailer and signal assembly; all supports, signal heads, backplates, and hanger assemblies; providing and maintaining necessary control items, vehicle detection, and uninterruptible power supply (UPS); and implementing and adjusting signal layout, timing, phasing, and sequencing as required. The unit price shall also include providing electrical service or fuel for generators, all utility coordination, regular maintenance, aligning signal equipment, and removal when no longer required.

Payment for this item will be made under:

Pay Item Pay Unit

Portable Traffic Control Signals Day

2-23-26 (SPCN)

PROTECTION OF BAT SPECIES DURING BRIDGE WORK EXCLUSIONARY MEASURES:

If bats are observed roosting on a structure, the Contractor shall immediately notify the Engineer and suspend all work in the immediate vicinity of the bats until authorized id provided. The contractor may elect to implement bat exclusion measures from suitable roosting habitat located on the bridge. Suitable roosting habitat is defined as cracks or openings greater than ¼ inch, including but not limited to: expansion joints over the piers, joints at the abutments, and spaces between the parapet walls. Approved exclusion methods shall be include the use of polyethylene spray foam or the use of foam backer rod or similar type material in combination with spray foam approved by engineers. The use of Netting shall not be permitted as an exclusionary measure. The Contractor shall develop a Bat Exclusion Plan and submit to the District Environmental Manager for review al least 14 days prior to any bat exclusion activity. Exclusionary measures shall not be performed from March 1st to November 15th. All bat exclusions must take place outside of the restricted period and shall remain in place until all bridge work has been completed. All costs associated with the Bat Exclusion Plan and installing and maintaining of bat exclusionary measures shall be considered incidental to the bridge work and no separate payment will be made. Any delays, time impacts or additional expense due to any bat species roosting on the existing structure shall not be considered grounds for a contract time extension or additional compensation.

2-18-26 (SPCN)

PROTECTION OF NESTING BIRDS – If active migratory bird nests are observed on a structure, the Contractor…