P81_126851.pdf

ORDER NO.: P81

CONTRACT ID. NO.: C0000126851N01

Form C-6a Rev. 3-22-05

CNSP (S) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: VARIOUS

FHWA NUMBER: NONE

PROJECT NUMBER: 9999-962-909, N501

COUNTY: DISTRICT-WIDE

DISTRICT: SALEM

DESCRIPTION: ON-CALL GUARDRAIL REPAIRS

LOCATION: VARIOUS

DATE BID SUBMITTED: 10:00 AM WEDNESDAY, MAY 27, 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 https://cabb.virginiadot.org/

Form C-24 Rev. 7-6-05

PROPOSAL GUARANTY

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

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

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

SIGNED, sealed and dated this day of , 20

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

PROJECT NUMBER: 9999-962-909, 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. 10-8-2025

COMMONWEALTH OF VIRGINIA

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION FORM (ALL BIDDERS)

PROJECT NO. 9999-962-909, N501 CONTRACT ID. NO. C0000126851N01

FHWA NO. NONE DATE SUBMITTED

All bidders, including SWAM bidding as Prime Contractors, shall complete and submit the following information as requested in this form within ten (10) business days after the opening of bids.

The bidder 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 bidder also certifies he/she has had direct contact with the named firms regarding participation on this project.

BIDDER_________________________________SIGNATURE________________________________

TITLE_____________________________________________________________________________

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION (ALL)

VENDOR

NUMBER

NAME OF SUBCONTRACTOR/SUPPLIER

TELEPHONE NUMBER

SWAM OR

NON-SWAM

UTILIZED

(Y/N)

NOTE: ATTACH ADDITIONAL PAGES, IF NECESSARY.

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

Form C-7 Rev. 2-2-24

TERMS OF THE PROPOSAL\CONTRACT

COMMONWEALTH OF VIRGINIA

SUBMITTED: 10:00 AM WEDNESDAY, MAY 27, 2026

PROJECT NUMBER: 9999-962-909, N501

ROUTE NUMBER: VARIOUS

FHWA NUMBER: NONE

DESCRIPTION: ON-CALL GUARDRAIL REPAIRS

LOCATION: VARIOUS

DISTRICT: SALEM 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: JUNE 30, 2029

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 04/27/2026Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000126851N01 9999-962-909, N501

Order No.: P81

Oversight/State Project No.:

Federal Project No.: NONE

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 303SD20-0007

BORROW EXCAVATION CY

225.000

0020 303SX20-0012

UTILITY TEST PIT UNPAVED

AREA

EA

10.000

ATTD

0030 303SX20-0013

UTILITY TEST PIT ASPHALT

CONCRETE PAVED AREA

EA

10.000

ATTD

0040 305SP20-0003

AGR. BASE MAT. TY.I OR II

NO. 21A OR 21B

TON

2,000.000

ATTD

0050 305SP20-0004

SHOULDER MAINTENANCE

MATERIAL

TON

1,000.000

ATTD

0060 305SP20-0005

MACHINING SHOULDERS LF

500.000

ATTD

0070 305SP20-0006

MANUAL SHOULDERS

RESTORATION

LF

500.000

ATTD

0080 308SD20-0008

AGGR. MATL. NO. 25 OR 26 TON

750.000

0090 505SD20-0009

REMOVE EX. GUARDRAIL

TERMINAL

EA

35.000

0100 505SD20-0010

RUB RAIL LF

20.000

0110 505SD20-0011

GUARDRAIL GR-MGS1 LF

5,000.000

0120 505SD20-0012

GUARDRAIL GR-MGS1A LF

250.000

0130 505SD20-0013

GUARDRAIL GR-MGS1, 9'

POST

LF

1,000.000

Schedule of Items Page: 3

Proposal ID: C0000126851N01 9999-962-909, N501

Order No.: P81

Oversight/State Project No.:

Federal Project No.: NONE

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0140 505SD20-0014

RADIAL GUARDRAIL GR-

MGS1

LF

250.000

0150 505SD20-0015

RADIAL GUARDRAIL GR-

MGS1A

LF

250.000

0160 505SD20-0016

RADIAL GUARDRAIL GR-

MGS1, 9' POST

LF

250.000

0170 505SD20-0017

GUARDRAIL TERMINAL GR-

MGS2

EA

150.000

0180 505SD20-0018

GUARDRAIL END

ANCHORAGE GR-MGS3

EA

5.000

0190 505SD20-0019

GUARDRAIL HEIGHT

TRANSITION GR-MGS4

EA

25.000

0200 505SD20-0020

GUARDRAIL GR-8 NCHRP 350

TL-3

LF

25.000

0210 505SD20-0027

GUARDRAIL TERMINAL GR-6

NCHRP 350

LF

50.000

0220 505SD20-0028

GUARDRAIL TERMINAL GR-7

NCHRP 350

EA

2.000

0230 505SD20-0029

GUARDRAIL TERMINAL GR-11 EA

2.000

0240 505SD20-0030

GUARDRAIL GR-2 LF

2,500.000

0250 505SD20-0032

GUARDRAIL GR-2 8' POST LF

100.000

Schedule of Items Page: 4

Proposal ID: C0000126851N01 9999-962-909, N501

Order No.: P81

Oversight/State Project No.:

Federal Project No.: NONE

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0260 505SD20-0033

GUARDRAIL GR-2A LF

100.000

0270 505SD20-0034

RAD. GUARDRAIL GR-2 LF

50.000

0280 505SD20-0035

RAD. GUARDRAIL GR-2A LF

50.000

0290 505SD20-0038

ALT.BREAKAWAY CABLE

TERM. GR-9

EA

5.000

0300 505SD20-0040

GUARDRAIL GR-10 LF

50.000

0310 505SD20-0045

FIXED OBJECT ATTACH. GR-

FOA-1 TY. I

EA

1.000

0320 505SD20-0046

FIXED OBJECT ATTACH. GR-

FOA-1 TY. II

EA

1.000

0330 505SD20-0049

FIXED OBJECT ATTACH. GR-

FOA-3

EA

5.000

0340 505SD20-0053

FIXED OBJECT ATTACH. GR-

FOA-2 TY. I

EA

3.000

0350 505SD20-0054

FIXED OBJECT ATTACH. GR-

FOA-2 TY. II

EA

3.000

0360 505SD20-0055

FIXED OBJECT ATTACH. GR-

FOA-5

EA

5.000

0370 505SD20-0059

MEDIAN BARRIER MB-3 LF

200.000

0380 505SD20-0067

BULL NOSE BARRIER EA

2.000

Schedule of Items Page: 5

Proposal ID: C0000126851N01 9999-962-909, N501

Order No.: P81

Oversight/State Project No.:

Federal Project No.: NONE

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0390 505SD20-0071

GUARDRAIL BEAM LF

725.000

0400 505SD20-0073

REMOVE EXISTING

GUARDRAIL

LF

2,000.000

0410 505SD20-0074

GUARDRAIL, THRIE BEAM LF

100.000

0420 505SP20-0002

W BEAM TERM CONNECTOR EA

1.000

ATTD

0430 505SP20-0005

W BEAM END SECT

ROUNDED

EA

5.000

ATTD

0440 505SP20-0006

W BEAM BACKUP PLATE EA

25.000

ATTD

0450 505SP20-0007

RADIAL GUARDRAIL BEAM LF

200.000

ATTD

0460 505SP20-0010

WOOD, CONC., OR STEEL

POST

EA

75.000

ATTD

0470 505SP20-0011

OFFSET BLOCK RUB RAIL EA

5.000

ATTD

0480 505SP20-0012

OFFSET BLOCK EA

100.000

0490 505SP20-0013

BR-GR POST ATTACHMENT

VARIOUS TYPES

EA

10.000

ATTD

0500 505SP20-0014

DRILL HOLE EA

10.000

ATTD

0510 505SP20-0015

REALIGN POST EA

100.000

ATTD

Schedule of Items Page: 6

Proposal ID: C0000126851N01 9999-962-909, N501

Order No.: P81

Oversight/State Project No.:

Federal Project No.: NONE

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.

0520 505SP20-0033

BENT PLATE OR S3X5.7

STEEL POST GR-8

EA

20.000

ATTD

0530 505SX20-0001

HAND DIG GUARDRAIL POST

HOLE

EA

10.000

ATTD

0540 505SX20-0044

SP. DES. GR.BR.ATTACH BR-

GR -22 TYPE II

EA

1.000

ATTD

0550 505SX20-0044

SP. DES. GR.BR.ATTACH BR-

GR -22A TYPE I

EA

1.000

ATTD

0560 505SX20-0044

SP. DES. GR.BR.ATTACH BR-

GR -25A TYPE I

EA

1.000

ATTD

0570 505SX20-0044

SP. DES. GR.BR.ATTACH BR-

GR -25A TYPE II

EA

1.000

ATTD

0580 505SX20-0044

SP. DES. GR.BR.ATTACH BR-

GR TYPE I

EA

1.000

ATTD

0590 505SX20-0044

SP. DES. GR.BR.ATTACH BR-

GR TYPE II

EA

1.000

ATTD

0600 505SX20-0057

GUARDRAIL HIGH TENSION

CABLE BARRIER TL-4

(BRIFEN SYSTEM)

LF

2,000.000

ATTD

0610 505SX20-0057

GUARDRAIL HIGH TENSION

TL-4 (BRIFEN) CABLE ROPE

LF

250.000

ATTD

0620 505SX20-0057

GUARDRAIL RADIAL THRIE

BEAM RAIL

LF

25.000

Schedule of Items Page: 7

Proposal ID: C0000126851N01 9999-962-909, N501

Order No.: P81

Oversight/State Project No.:

Federal Project No.: NONE

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 505SX20-0057

GUARDRAIL THRIE BEAM

RAIL

LF

100.000

ATTD

0640 505SX20-0058

GUARDRAIL 6"X12"X14"

WOODEN BLOCKOUT THRIE

EA

4.000

ATTD

0650 505SX20-0058

GUARDRAIL 6"X19"X14"

WOODEN BLOCKOUT THRIE

EA

4.000

ATTD

0660 505SX20-0058

GUARDRAIL END

TREATMENT DELINEATOR

(ALL TYPES)

EA

5.000

ATTD

0670 505SX20-0058

GUARDRAIL GR-10 TYPE III

CRT POST

EA

5.000

ATTD

0680 505SX20-0058

GUARDRAIL HIGH TENSION

TL-4 (BRIFEN) ANCHOR

ASSEMBLY-COMPLETE

EA

5.000

ATTD

0690 505SX20-0058

GUARDRAIL HIGH TENSION

TL-4 (BRIFEN) CABLE SPLICE

ASSEMBLY

EA

5.000

ATTD

0700 505SX20-0058

GUARDRAIL HIGH TENSION

TL-4 (BRIFEN) COMBINATION

FITTING ASSEMBLY

EA

5.000

ATTD

0710 505SX20-0058

GUARDRAIL HIGH TENSION

TL-4 (BRIFEN) LINE POST

EA

5.000

ATTD

0720 505SX20-0058

GUARDRAIL HIGH TENSION

TL-4 (BRIFEN) MECHANICAL

THREADED TERMINAL

EA

5.000

Schedule of Items Page: 8

Proposal ID: C0000126851N01 9999-962-909, N501

Order No.: P81

Oversight/State Project No.:

Federal Project No.: NONE

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.

0730 505SX20-0058

GUARDRAIL HIGH TENSION

TL-4 (BRIFEN) POST SOCKET

& FOUNDATION

EA

5.000

ATTD

0740 505SX20-0058

GUARDRAIL HIGH TENSION

TL-4 (BRIFEN) RIGGING

SCREW

EA

25.000

ATTD

0750 505SX20-0058

GUARDRAIL HIGH TENSION

TL-4 (BRIFEN) VARIOUS

ANCHOR POSTS

EA

5.000

ATTD

0760 505SX20-0058

GUARDRAIL MEDIAN

BARRIER TERMINAL GR-9

EA

2.000

ATTD

0770 505SX20-0058

GUARDRAIL NS ATTENUATOR

NOSE COVER

EA

2.000

ATTD

0780 505SX20-0058

GUARDRAIL OFFSET BLOCK

12" (WOOD OR COMPOSITE)

EA

25.000

ATTD

0790 505SX20-0058

GUARDRAIL OFFSET BLOCK

6"X6"X14" (WOOD OR

COMPOSITE)

EA

5.000

ATTD

0800 505SX20-0058

GUARDRAIL OFFSET BLOCK

8" (WOOD OR COMPOSITE)

EA

25.000

ATTD

0810 505SX20-0058

GUARDRAIL POST 8' (WOOD) EA

25.000

ATTD

0820 505SX20-0058

GUARDRAIL POST LEAVE

OUT

EA

20.000

ATTD

0830 505SX20-0058

GUARDRAIL RE-TENSION

EXIST. CABLE GUARDRAIL

(HTCB)

EA

50.000

Schedule of Items Page: 9

Proposal ID: C0000126851N01 9999-962-909, N501

Order No.: P81

Oversight/State Project No.:

Federal Project No.: NONE

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.

0840 505SX20-0058

GUARDRAIL STEEL SPACER

TUBE 6" I.D. X 9" SCHEDULE

40 GALVANIZED PIPE

EA

5.000

ATTD

0850 505SX20-0058

GUARDRAIL TERMINAL SITE

PREPARATION (4'

MODERATE)

EA

4.000

ATTD

0860 505SX20-0058

GUARDRAIL TERMINAL SITE

PREPARATION (6'

MODERATE)

EA

4.000

ATTD

0870 505SX20-0058

GUARDRAIL TERMINAL SITE

PREPARATION (MINOR)

EA

4.000

ATTD

0880 505SX20-0058

GUARDRAIL THRIE BEAM

OFFSET BLOCKS

6"X12"X19" (WOOD)

EA

25.000

ATTD

0890 505SX20-0058

GUARDRAIL THRIE BEAM

OFFSET BLOCKS

6"X14"X19" (WOOD)

EA

25.000

ATTD

0900 505SX20-0058

GUARDRAIL THRIE BEAM

OFFSET BLOCKS

6"X8"X19" (WOOD)

EA

25.000

ATTD

0910 505SX20-0058

GUARDRAIL THRIE BEAM

TRANSITION

EA

1.000

ATTD

0920 505SX20-0058

GUARDRAIL W6X15, 85"

STEEL POST THRIE

EA

5.000

ATTD

0930 505SX20-0058

GUARDRAIL W6X9, 72" STEEL

POST THRIE

EA

5.000

Schedule of Items Page: 10

Proposal ID: C0000126851N01 9999-962-909, N501

Order No.: P81

Oversight/State Project No.:

Federal Project No.: NONE

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.

0940 505SX20-0070

IMPACT ATTENUATOR HIGH

TENSION TL-4 (BRIFEN)

MAINTENANCE AND REPAIR

TRAINING

EA

1.000

ATTD

0950 505SX20-0070

IMPACT ATTENUATOR

MAINTENANCE AND REPAIR

TRAINING

EA

1.000

ATTD

0960 510SD20-0001

REMOVE GR-7 TERMINAL EA

4.000

0970 510SX20-0017

RESET EXIST. GUARDRAIL - LF

200.000

ATTD

0980 512SD20-0007

IMPACT ATTEN.SER. TY. 1 TL-

3, >=40 MPH

EA

2.000

0990 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

300.000

1000 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

500.000

1010 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

50.000

1020 512SD20-0026

ELECTRONIC ARROW BOARD HR

200.000

1030 513SX20-0002

EMERGENCY MOBILIZATION EA

25.000

ATTD

1040 702SD20-0001

GUARDRAIL DELINEATOR EA

25.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000126851N01

P81

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

_______BORROW EXCAVATION 0.290303SD20-0007

_______AGR. BASE MAT. TY.I OR II NO. 21A OR 21B 0.600305SP20-0003

_______AGGR. MATL. NO. 25 OR 26 0.600308SD20-0008

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Page

Bid Items Eligible For Steel Price Adjustment

C0000126851N01

P81

Contract ID:

Order No.:

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

Rev 12-21-08

FORM C-21C

0001 REGULAR BID ITEMSSECTION:

ltem Description Option Item

Number

_______GUARDRAIL GR-MGS1505SD20-0011

_______GUARDRAIL GR-MGS1A505SD20-0012

_______GUARDRAIL GR-MGS1, 9' POST505SD20-0013

_______RADIAL GUARDRAIL GR-MGS1505SD20-0014

_______RADIAL GUARDRAIL GR-MGS1A505SD20-0015

_______RADIAL GUARDRAIL GR-MGS1, 9' POST505SD20-0016

_______GUARDRAIL TERMINAL GR-MGS2505SD20-0017

_______GUARDRAIL END ANCHORAGE GR-MGS3505SD20-0018

_______GUARDRAIL HEIGHT TRANSITION GR-MGS4505SD20-0019

_______GUARDRAIL GR-8 NCHRP 350 TL-3505SD20-0020

_______GUARDRAIL TERMINAL GR-6 NCHRP 350505SD20-0027

_______GUARDRAIL TERMINAL GR-7 NCHRP 350505SD20-0028

_______GUARDRAIL TERMINAL GR-11505SD20-0029

_______GUARDRAIL GR-2505SD20-0030

_______GUARDRAIL GR-2 8' POST505SD20-0032

_______GUARDRAIL GR-2A505SD20-0033

_______RAD. GUARDRAIL GR-2505SD20-0034

_______RAD. GUARDRAIL GR-2A505SD20-0035

_______ALT.BREAKAWAY CABLE TERM. GR-9505SD20-0038

_______GUARDRAIL GR-10505SD20-0040

_______MEDIAN BARRIER MB-3505SD20-0059

_______GUARDRAIL BEAM505SD20-0071

_______RADIAL GUARDRAIL BEAM505SP20-0007

_______BENT PLATE OR S3X5.7 STEEL POST GR-8505SP20-0033

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Form C-111S 6-7-16

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

MINIMUM SWAM REQUIREMENTS

PROJECT NUMBER: 9999-962-909, N501

Federal Project No.: NONE

* * * INSTRUCTIONS * * *

THIS FORM CAN BE USED BY THE CONTRACTOR TO SUBMIT THE NAMES OF SWAM FIRMS TO BE UTILIZED ON THE PROJECT. THE CONTRACTOR SHALL INDICATE THE DESCRIPTION OF THE CATEGORY (S, M, SP or H) AND THE TYPE OF WORK THAT EACH SWAM WILL PERFORM AND THE ALLOWABLE CREDIT PER ITEM(S). ADDITIONAL SHEETS TO SHOW THE ALLOWABLE CREDIT PER ITEM MAY BE ATTACHED IF NECESSARY. PLEASE NOTE: THE AMOUNT OF ALLOWABLE CREDIT FOR A SWAM SUPPLIER IS 60% OF THE TOTAL COST OF THE MATERIALS OR SUPPLIES OBTAINED AND 100% FOR A SWAM MANUFACTURER OF THE MATERIALS AND SUPPLIES OBTAINED. A CONTRACTOR MAY COUNT 100% OF THE FEES PAID TO A SWAM HAULER FOR THE DELIVERY OF MATERIALS AND SUPPLIES TO THE PROJECT SITE, BUT NOT

FOR THE COST OF THE MATERIALS AND SUPPLIES THEMSELVES.

SWAM REQUIREMENT 0.00 %

PERCENT ATTAINED BY BIDDER %

NAMES(S) AND CERTIFICATION NO.

OF SWAM(S) TO BE USED

USED AS

SUBCONTR. (S)

MFG. (M)

SUPPLIER (SP)

HAULER (H)

TYPE OF WORK AND ITEM

NO(S)

$ AMOUNT OF

ALLOWABLE

CREDIT PER

ITEM

TOTAL $

TOTAL CONTRACT VALUE $ x REQUIRED SWAM % = $

I/WE CERTIFY THAT THE PROPOSED SWAM(S) SUBMITTED WILL BE USED ON THIS CONTRACT AS STATED HEREON AND ASSURE THAT DURING THE LIFE OF THE CONTRACT. I/WE WILL MEET OR EXCEED THE PARTICIPATION

ESTABLISHED HEREON BY THE DEPARTMENT.

BY

BIDDER SIGNATURE

BY

TITLE DATE

Form C-112S 6-7-16

CERTIFICATION OF BINDING AGREEMENT

WITH

SMALL, WOMEN-OWNED, AND MINORITY-OWNED BUSINESS FIRMS

PROJECT NO: 9999-962-909, N501

Federal Project No.: NONE

This form is to be submitted in accordance with the Department’s Special Provision for Section 107.15.

It is hereby certified by the below signed Contractors that there exists a written quote, acceptable to the parties involved preliminary to a binding subcontract agreement stating the details concerning the work to be performed and the price which will be paid for the aforementioned work. This document is not intended to, nor should it be construed to, contain the entire text of the agreement between the contracting parties.

This document does not take the place of, nor may it be substituted for, an official subcontracting agreement in those situations that may require such an agreement. A copy of the fully executed subcontract agreement shall be submitted to the Engineer within fourteen (14) business days after contract execution.

It is further certified that the aforementioned mutually acceptable quote and fully executed subcontract agreement represent the entire agreement between the parties involved and that no conversations, verbal agreements, or other forms of non-written representations shall serve to add to, delete, or modify the terms as stated.

The prime Contractor further represents that the aforementioned mutually acceptable quote and fully executed subcontract agreement shall remain on file for a period of not less than one year following completion of the prime's contract with the Department or for such longer period as provisions of governing Federal or State law or regulations may require. For purposes of this form, the term Prime Contractor shall refer to any Contractor utilizing a SWAM subcontractor, regardless of tier, in which they are claiming SWAM credit toward the contract goal.

Contractors further jointly and severally represent that said binding agreement is for the performance of a "commercially useful function" as that term is employed in 49 C.F.R. Part 26.55 (c), (d).

SWAM Contractor

By:

Signature Title

Date:

*Subcontractor

* TO BE SIGNED BY THE SUBCONTRACTOR ONLY IF THEY HAVE A CONTRACT WITH THE ABOVE SWAM FIRM

Prime Contractor

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

CN103-000120-01 SECTION 103.02—AWARD OF CONTRACT 6-17-25 (SPCN) 1

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

CN105-000150-00 SECURITY REQUIREMENTS FOR PCMS 1-30-26 (SPCN) 3

CN105-000610-00 SEC. 105.06—SUBCONTRACTING R-7-12-16 (SPCN) 4

CN221-000100-00 SECTION 221.02—DETAIL REQUIREMENTS 1-15-25 (SPCN) 4

CN245-000100-01 SECTION 245.03—TESTING & DOCUMENTATION 1-10-24 (SPCN) 5

*CN505-000100-01 IMPACT ATTENUATOR 1-24-19_(SPCN) 6

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

CN512-000310-00 POLICE PATROLS R-7-12-16 (SPCN) 8

*DRUG-FREE WORKPLACE 7-3-19 (SPCN) 8

CQ107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY 5-11-22 (SPCN) 9

CONTINUOUS PROSECUTION OF WORK R-7-12-16_(SPCN) 10

INSPECTION OF DAMAGED GUARDRAIL FOR “HITS” CONTRACTS 9-30-16 (SPCN) 10

CRUSHER RUN AGGREGATE NO. 25 OR 26 3-9-26 (SPCN) 10

EMERGENCY MOBILIZATION 3-9-26 (SPCN) 10

GUARDRAIL THRIE BEAM TRANSITION 3-31-26 (SPCN) 10

GUARDRAIL THRIE BEAM RAIL 3-31-26 (SPCN) 11

GUARDRAIL RADIAL THRIE BEAM RAIL 3-31-26 (SPCN) 11

SP100-000120-01 RENEWABLE ON CALL CONTRACTS GENERAL PROVISIONS 11-4-20 12

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 18

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 19

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 20

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 22

SP109-000130-01 ELECTRONIC OR PRINTED WEIGH TICKETS 3-10-25 27

SP305-000100-01 SHOULDER RENOVATION 10-3-16 33

SP505-000100-00 REPLACE G’RAIL, MED. BARRIER & G’RAIL TO BRIDGE 8-4-16 38

GUARDRAIL TERMINAL SITE PREPARATION 7-13-20 44

SP522-000130-02 TREE REMOVAL TIME OF YEAR RESTRICTION 6-6-22 46

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 47

SEC. 107.15—USE OF SWAM BUSINESSES 6-7-21 49

SQ107-001620-00 PREVAILING WAGE RATES 5-11-2021 66

SS109-002020-01 SEC. 109—MEASUREMENT AND PAYMENT 5-1-23 85

SS211-002020-03 SECT 211 – ASPHALT CONCRETE 3-18-24 88

SS220-002020-01 SECTION 220 – CONCRETE CURING MATERIALS 8-28-20 93

SS223-002020-02 SECTION 223 – STEEL REINFORCEMENT 4-4-23 94

*SS234-002020-01 SECTION 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 95

*SS235-002020-01 SECTION 235 – RETROREFLECTORS 5-6-22 96

SS236-002020-01 SECTION 236 – WOOD PRODUCTS 5-14-21 97

*SS246-002020-02 SECTION 246 – PAVEMENT MARKING 5-6-22 101

SS248-002020-02 SECTION 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 109

*SS305-002020-02 SECTION 305 – SUBGRADE AND SHOULDERS 12-20-23 111

SS308-002020-01 SECTION 308 -SUBBASE COURSE 7-13-21 113

SS309-002020-01 SECTION 309 - AGGREGATE BASE COURSE 7-13-21 114

SS315-002020-05 SECTION 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 115

SS317-002020-01 SECTION 317— SMA CONCRETE PLACEMENT 6-21-24 134

SS318-002020-01 SECTION 318—PAVEMENT INTERLAYERS 8-2-23 136

TABLE OF CONTENTS FOR PROVISIONS

*SS319-002020-02 SECT 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 137

SS321-002020-02 SECTION 321 – TRENCH WIDENING 5-4-23 141

*SS407-002020-02 SEC. 407 – STEEL & METAL STRUCT 11-01-22 143

*SS411-002020-01 SEC. 411 – PROT. COAT. OF METAL 11-01-22 145

*SS512-002020-03 SECTION 512 – MAINTAINING TRAFFIC 7-1-22 146

*SS704-002020-02 SECTION 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 160

MODIFY EXISTING BRIFEN HIGH TENSION CABLE BARRIER SYSTEM 3-26-26 166

LIMITATION OF OPERATIONS 6-2-20 172

SECTION 505-GUARDRAIL AND W-BEAM MEDIAN BARRIERS 4-21-17 174

VERIFY EXIST UTILITIES 6-2-20 176

NO PLAN ASSEMBLY 178

cn100-000026-09 GENERAL PROJECT REQUIREMENTS, SUPPLEMENTAL SPECIFICATIONS (SSs), SPECIAL PROVISIONS (SPs) AND SPECIAL PROVISION COPIED NOTES (SPCNs)

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

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

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

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

12-11-25 (SPCN)

cn103-000120-01 SECTION 103.02—AWARD OF CONTRACT of the Specifications is replaced in its entirety with the following:

103.02 – Award of Contract

The Board, or the Commissioner as authorized under § 33.2-209 of the Code of Virginia, will award the Contract to the lowest responsive and responsible bidder without discrimination on the grounds of race, color, gender, national origin, status as a military family, or other basis prohibited by law, subject to the provisions, if applicable, in § 2.2-4324 of the Code of Virginia.

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

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

6-17-25 (SPCN)

cn105-000140-00 SECTION 105.14—MAINTENANCE DURING CONSTRUCTION of the Specifications is amended by the following:

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

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

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

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

The following constitutes a valid flagger certification card:

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

• Cards issued by VDOT following completion of the Intermediate Work

Zone course;

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

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

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

12-20-24 (SPCN)

cn105-000150-00 SECURITY REQUIREMENTS FOR PORTABLE CHANGEABLE MESSAGE SIGNS— The Contractor shall secure portable changeable message sign (PCMS) control cabinets with a grade 3 or stronger standard lock at all times unless maintenance is actively being conducted on the sign.

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

• At least one special character

• At least one alphabetical character

• At least one numerical character

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

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

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

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

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

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

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

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

3. Connected signs shall only be posted with messages from the

Department’s ATMS systems or designated backup systems.

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

5. All vendor cloud connections shall be removed from the connected sign.

TOC system administration staff will configure VPN connections exclusively to the Department’s OT network.

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

Standards found in the Department’s OT Cybersecurity Program Manual.

1-30-26 (SPCN)

cn105-000610-00 SECTION 105.06—SUBCONTRACTING of the Specifications is amended to replace the first paragraph with the following:

No portion of the Contract shall be subcontracted or otherwise disposed of without the written consent of the Engineer, except for work that is $25,000 or less per subcontractor, where the cumulative total of the sublets not requiring the Engineer’s written consent will not exceed 10 percent of the original contract value. This will not, however, waive the requirements for prequalification, and will be considered part of the percentage the Contractor is allowed to subcontract.

The Contractor shall notify the Engineer of the name of the firm to whom the work will be subcontracted, and the amount and items of work involved. Such notification shall be made and verbal approval given by the Engineer prior to the subcontractor beginning work.

5-15-08; Reissued 7-12-16 (SPCN) [formerly cn105-060100-00] cn221-000100-00 SECTION 221.02—DETAIL REQUIREMENTS of the Specifications is amended by replacing the first paragraph with the following:

Guardrail shall consist of rail or cable elements and fastenings fabricated to develop continuous beam or cable strength when installed. Guardrail materials shall conform to AASHTO M180-18 and M30 specification requirements supplied by manufacturers included on the Department’s Approved List 12.

1-15-25 (SPCN)

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn105-000610-00.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn105-060100-00.docx https://covgov.sharepoint.com/:w:/r/sites/TM-VDOT-SC-Specifications-External/_layouts/15/Doc.aspx?sourcedoc=%7BF1622882-4C64-446A-AE11-E07A4F78D1F2%7D&file=cn221-000100-00.docx&action=default&mobileredirect=true cn245-000100-01 SECTION 245.03—TESTING AND DOCUMENTATION of the Specifications is amended by the following:

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

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

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

Physical Properties Test Method Requirements

Compressive strength ASTM D1621, D2412, and D6364

Min. 40 psi at 20% max. deflection immediately after 24 hrs. of specimen conditioning at 0 deg F and at 125 deg F

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

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

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

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

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

Geocomposite wall drains shall conform to the following:

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

Physical Property Test Method Requirements

Compressive strength ASTM D1621, D2412, and D6364

Min. 40 psi at 20% max. deflection immediately after 24 hrs. of specimen conditioning at 0 degree F and at 125 degree F

Water flow rate (after 100 hr.

at 10 psi normal confining pressure and gradient of no more than 1.0)

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

2. Filter Fabric: Geotextile shall be bonded to and tightly stretched over the core.

Geotextile shall not sag or block the flow channels, shall have a life equivalent to that of the core material, and shall conform to the requirements of Section 245.03(c) of the Specifications.

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

Geomembrane Moisture Barrier: Geomembrane moisture barrier shall be resistant to biological attack. Geomembrane shall be constructed of PVC and shall conform to the requirements of ASTM D7176 for PVC 30 or higher grades. In addition, geomembrane shall comply with the requirements of ASTM D7408 for bond seam strength and peel strength.

1-10-24 (SPCN)

cn505-000100-01 IMPACT ATTENUATOR — This work shall consist of replacing damaged impact attenuators, or installing new, by furnishing and installing impact attenuators in accordance with Section 505 of the Specifications and as directed by the Engineer.

Replacement impact attenuators shall be a Type I (Re-Directive Low-

Maintenance) as designated on VDOT’s MASH Provisionally Approved Products

List. Impact attenuators shall be installed in accordance with the manufacturer's specifications and instructions, Standard Drawing IA-LM, and Section 505 of the

Specifications.

If replacing an existing impact attenuator, the Contractor shall inspect the condition of the existing impact attenuator foundation pad for size, thickness, adequacy of reinforcement, slope, cracking, surface wear, shifting, undermining, settling, or other signs of age or deterioration which may be unsuitable for continued use. If any of these conditions are present, the Contractor shall notify the Engineer and request authorization prior to replacing the existing foundation pad.

If the existing foundation pad is suitable for continued use and existing bolt patterns are present, the Contractor shall confirm that installing new bolts will not negatively impact performance of the unit.

Anchor bolts shall be set into holes drilled with rotary impact drills of the sizes recommended by the manufacturer of the attenuator, and as approved by the Engineer. Bolt holes shall be cleaned with a bottle brush before installing the anchor bolts.

The Type I (Re-Directive Low-Maintenance) Impact Attenuator shall be bolted in place according to the attenuator manufacturer’s instructions, but not before the fresh concrete foundation, if applicable, has reached 28-day strength, determined in accordance with Section 217 of the Specifications.

If a transition is required, the appropriate manufacturer’s standard transition shall be used.

The work site shall be protected according to Section 512 of the Specifications and the VWAPM.

Installers and repair personnel shall be certified by the manufacturer. The Contractor shall submit two copies of the manufacturers’ installation instructions to the Engineer prior to beginning work.

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn505-000100-01.docx

The Contractor shall provide one training session to VDOT personnel at a location selected by the Engineer within the VDOT District where the impact attenuators were installed, when designated as a pay item. The training sessions shall be conducted by a manufacturer’s representative and cover impact attenuator maintenance and repair. The Department may add additional training sessions to be paid for at the unit price bid. Each session shall be structured such that the personnel trained will be able to perform maintenance and repair beginning within one year of the training.

The Contractor shall provide documentation tracing the steel in the finished product back to raw material in accordance with Buy America requirements.

Impact attenuator will be measured in units of each and will be paid for at the

Contract Each price. This price shall include furnishing and installing pad, impact attenuator, and transitions.

Remove existing impact attenuator will be measured and paid for as remove existing guardrail terminal in accordance with Section 505 of the Specifications.

This price shall include removing and disposing of existing impact attenuator.

Site Preparation will be measured and paid for as Guardrail terminal site preparation in accordance with Section 505 of the Specifications.

Maintenance and Repair Training will be measured in units of each and will be paid for at the Contract each price.

Payment will be made under:

Pay Item Pay Unit

Impact attenuator (Type, Speed) Each

Maintenance and Repair Training Each

1-24-19_(SPCN)

cn512-000120-00 SECTION 512—MAINTAINING TRAFFIC of the Specifications is amended as follows:

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

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

7-13-16_(SPCN)

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn512-000120-00.docx cn512-000310-00 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.

4-25-88c; Reissued 7-12-16 (SPCN) [formerly cn512-030100-00]

DRUG-FREE WORKPLACE– The Contractor shall:

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

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

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

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

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

7-3-19 (SPCN)

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn512-000310-00.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn512-030100-00.docx cq107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY

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

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

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

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

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

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

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

5-11-22 (SPCN)

CONTINUOUS PROSECUTION OF WORK — The Contractor may schedule and perform work on this contract any time within the fixed time limit set forth in the contract; however, work on each route/section shall be continuously prosecuted once started until completion of that particular route/section.

6-20-06; Reissued 7-12-16_(SPCN)

INSPECTION OF DAMAGED GUARDRAIL FOR “HITS” CONTRACTS — The Contractor shall inspect the locations and prepare a list of materials and quantity needed for repair for the Engineer’s review prior to commencing work. The Engineer will notify the Contractor to repair the guardrail by components or to remove and replace sections of damaged guardrail.

9-30-16 (SPCN)

CRUSHER RUN AGGREGATE NO. 25 OR 26 shall conform to Section 205 of the Specifications and shall be placed in accordance with Section 302 of the Specifications. The aggregate shall be placed at locations shown on the Plans or as directed by the Engineer. Crusher run aggregate No. 25 or 26 will be measured in tons and will be paid for at the Contract ton price. This price shall include furnishing, placing, and compacting.

3-9-26 (SPCN)

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

The emergency repair or replacement work will be within the scope of the Contract.

The Contractor shall confirm receipt of emergency repair notifications within 24 hours and shall commence repair or replacement work within 72 hours of notification. Emergency mobilization repairs shall be completed within 7 calendar days of notification unless otherwise approved by the Engineer.

Emergency Mobilization will be measured in units of each and will be paid for at the Contract each price.

This price shall include moving personnel, materials, and equipment to the project site, setting up maintenance of traffic items, and demobilizing when no longer required.

The price also includes, but is not limited to, as many return trips as necessary due to holidays, curing time, temperature requirements,…