ORDER NO.: P89

CONTRACT ID. NO.: C0000130149N01

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: GR9H-053-L05, N501

COUNTY: LOUDOUN

DISTRICT: NOVA

DESCRIPTION: ON-CALL GUARDRAIL HITS REPAIR

LOCATION: VARIOUS

DATE BID SUBMITTED: 10:00 AM WEDNESDAY, NOVEMBER 18, 2026

Form C-118

Rev. 8-10-2026

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 Form C-24. The form may be emailed to the Construction Division at VDOTContracts@vdot.virginia.gov and must be received prior to the opening of 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/ mailto:VDOTContracts@vdot.virginia.gov

Form C-24

Rev. 7-6-05

COMMONWEALTH OF VIRGINIA

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: GR9H-053-L05, 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. GR9H-053-L05, N501

CONTRACT ID. NO. C0000130149N01

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, NOVEMBER 18, 2026

PROJECT NUMBER: GR9H-053-L05, N501

ROUTE NUMBER: VARIOUS

FHWA NUMBER: NONE

DESCRIPTION: ON-CALL GUARDRAIL HITS REPAIR

LOCATION: VARIOUS

DISTRICT: NOVA COUNTY: LOUDOUN

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: FEBRUARY 18, 2028

BID TOTAL $

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

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

Street Address City State Zip Code Vendor#/Fin#

Print Name Signature Title

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

Contract Execution Date By

CHIEF ENGINEER

VIRGINIA DEPARTMENT OF TRANSPORTATION

Virginia Department of Transportation 10/24/2026Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000130149N01 GR9H-053-L05, N501

Order No.: P89

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 303SD20-0031

INLET PROTECTION TYPE B EA

10.000

0020 303SD20-0034

TEMP. SILT FENCE TYPE A LF

50.000

0030 305SD20-0001

BORROW EXCAVATION CY

10.000

0040 305SP20-0003

AGR. BASE MAT. TY.I OR II

NO. 21A OR 21B

TON

27.000

ATTD

0050 305SP20-0005

MACHINING SHOULDERS LF

50.000

ATTD

0060 305SP20-0006

MANUAL SHOULDERS

RESTORATION

LF

50.000

ATTD

0070 308SX20-0004

AGGR. MATL. NO. 25 OR 26 TON

75.000

ATTD

0080 315SD20-0015

RUMBLE STRIP CYLINDRICAL

ASPHALT

LF

100.000

0090 315SD20-0104

SAW-CUT ASPHALT

CONCRETE FULL DEPTH

LF

60.000

0100 315SX20-0005

PAVEMENT PAVEMENT

RESTORATION

TON

2.000

ATTD

0110 404SX20-0001

CONCRETE PAD (IMPACT

ATTENUATOR)

CY

5.000

ATTD

0120 410SD20-0032

RAILING TEXAS T-6 MAINT. LF

25.000

0130 502SD20-0014

CURB, STD. CG-3 LF

100.000

Schedule of Items Page: 3

Proposal ID: C0000130149N01 GR9H-053-L05, N501

Order No.: P89

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 502SD20-0024

COMB. CURB & GUTTER,

STD. CG-7

LF

100.000

0150 502SX20-0010

SAW CUT H.C.C. ITEMS FULL

DEPTH

LF

50.000

0160 505SD20-0011

GUARDRAIL GR-MGS1 LF

420.000

0170 505SD20-0012

GUARDRAIL GR-MGS1A LF

10.000

0180 505SD20-0013

GUARDRAIL GR-MGS1, 9'

POST

LF

10.000

0190 505SD20-0014

RADIAL GUARDRAIL GR-

MGS1

LF

30.000

0200 505SD20-0015

RADIAL GUARDRAIL GR-

MGS1A

LF

10.000

0210 505SD20-0017

GUARDRAIL TERMINAL GR-

MGS2

EA

24.000

0220 505SD20-0018

GUARDRAIL END

ANCHORAGE GR-MGS3

EA

12.000

0230 505SD20-0019

GUARDRAIL HEIGHT

TRANSITION GR-MGS4

EA

20.000

0240 505SD20-0027

GUARDRAIL TERMINAL GR-6

NCHRP 350

LF

20.000

0250 505SD20-0030

GUARDRAIL GR-2 LF

29.000

Schedule of Items Page: 4

Proposal ID: C0000130149N01 GR9H-053-L05, N501

Order No.: P89

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

10.000

0270 505SD20-0034

RAD. GUARDRAIL GR-2 LF

37.000

0280 505SD20-0035

RAD. GUARDRAIL GR-2A LF

10.000

0290 505SD20-0038

ALT.BREAKAWAY CABLE

TERM. GR-9

EA

2.000

0300 505SD20-0040

GUARDRAIL GR-10 LF

50.000

0310 505SD20-0045

FIXED OBJECT ATTACH. GR-

FOA-1 TY. I

EA

4.000

0320 505SD20-0046

FIXED OBJECT ATTACH. GR-

FOA-1 TY. II

EA

1.000

0330 505SD20-0047

FIXED OBJECT ATTACH. GR-

FOA-3 TY. I

EA

2.000

0340 505SD20-0048

FIXED OBJECT ATTACH. GR-

FOA-3 TY.II

EA

2.000

0350 505SD20-0053

FIXED OBJECT ATTACH. GR-

FOA-2 TY. I

EA

3.000

0360 505SD20-0054

FIXED OBJECT ATTACH. GR-

FOA-2 TY. II

EA

2.000

0370 505SD20-0055

FIXED OBJECT ATTACH. GR-

FOA-5

EA

2.000

0380 505SD20-0068

IMPACT ATTENUATOR IA-2 EA

1.000

Schedule of Items Page: 5

Proposal ID: C0000130149N01 GR9H-053-L05, N501

Order No.: P89

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

2,290.000

0400 505SD20-0073

REMOVE EXISTING

GUARDRAIL

LF

2,360.000

0410 505SD20-0074

GUARDRAIL, THRIE BEAM LF

10.000

0420 505SP20-0003

W BEAM END SECT FLARED EA

1.000

ATTD

0430 505SP20-0004

W BEAM END SECT BUFFER EA

8.000

ATTD

0440 505SP20-0007

RADIAL GUARDRAIL BEAM LF

60.000

ATTD

0450 505SP20-0008

RUB RAIL LF

25.000

0460 505SP20-0010

WOOD, CONC., OR STEEL

POST

EA

160.000

ATTD

0470 505SP20-0012

OFFSET BLOCK EA

230.000

0480 505SP20-0015

REALIGN POST EA

150.000

ATTD

0490 505SX20-0001

HAND DIG GUARDRAIL POST

HOLE

EA

50.000

ATTD

0500 505SX20-0057

GUARDRAIL BEAM (POWDER

COATED)

LF

125.000

ATTD

0510 505SX20-0057

GUARDRAIL GR-2 (POWDER

COATED)

LF

10.000

ATTD

Schedule of Items Page: 6

Proposal ID: C0000130149N01 GR9H-053-L05, N501

Order No.: P89

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 505SX20-0057

GUARDRAIL GR-2A (POWDER

COATED)

LF

10.000

ATTD

0530 505SX20-0057

GUARDRAIL GR-MGS W-

BEAM

LF

10.000

ATTD

0540 505SX20-0057

GUARDRAIL GR-MGS1

(POWDER COATED)

LF

88.000

ATTD

0550 505SX20-0057

GUARDRAIL GR-MGS1, 9'

POST (POWDER COATED)

LF

10.000

ATTD

0560 505SX20-0057

GUARDRAIL GR-MGS1A

(POWDER COATED)

LF

10.000

ATTD

0570 505SX20-0057

GUARDRAIL GUARDRAIL

RADIAL GR-MGS1 (POWDER

COATED)

LF

10.000

ATTD

0580 505SX20-0057

GUARDRAIL RADIAL BEAM

(POWDER COATED)

LF

10.000

ATTD

0590 505SX20-0057

GUARDRAIL RADIAL GR-

MGS1, 9' POST (P. COATED)

LF

10.000

ATTD

0600 505SX20-0057

GUARDRAIL RADIAL GR-

MGS1A (POWDER COATED)

LF

10.000

ATTD

0610 505SX20-0057

GUARDRAIL RADIAL

GUARDRAIL BEAM (POWDER

COATED)

LF

10.000

ATTD

0620 505SX20-0057

GUARDRAIL TERMINAL W

BEAM GR-11

LF

20.000

Schedule of Items Page: 7

Proposal ID: C0000130149N01 GR9H-053-L05, N501

Order No.: P89

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 TERMINAL W

BEAM GR-MGS2

LF

900.000

ATTD

0640 505SX20-0057

GUARDRAIL TERMINAL W

BEAM GR-MGS2 (POWDER

COATED)

LF

150.000

ATTD

0650 505SX20-0057

GUARDRAIL TERMINAL W

BEAM GR-MGS3

LF

30.000

ATTD

0660 505SX20-0057

GUARDRAIL TERMINAL W

BEAM GR-MGS3 (POWDER

COATED)

LF

10.000

ATTD

0670 505SX20-0058

GUARDRAIL 10' POST EA

2.000

ATTD

0680 505SX20-0058

GUARDRAIL BREAKAWAY

POST (TOP) GR-9

EA

9.000

ATTD

0690 505SX20-0058

GUARDRAIL BREAKAWAY

POST (TOP) GR-MGS2

EA

186.000

ATTD

0700 505SX20-0058

GUARDRAIL BREAKAWAY

POST BULLNOSE

EA

10.000

ATTD

0710 505SX20-0058

GUARDRAIL BREAKAWAY

POST GR-11

EA

4.000

ATTD

0720 505SX20-0058

GUARDRAIL BREAKAWAY

POST GR-9

EA

2.000

ATTD

0730 505SX20-0058

GUARDRAIL BREAKAWAY

POST GR-MGS 3

EA

7.000

Schedule of Items Page: 8

Proposal ID: C0000130149N01 GR9H-053-L05, N501

Order No.: P89

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.

0740 505SX20-0058

GUARDRAIL BREAKAWAY

POST GR-MGS2

EA

21.000

ATTD

0750 505SX20-0058

GUARDRAIL BULL NOSE

BARRIER

EA

2.000

ATTD

0760 505SX20-0058

GUARDRAIL BULL NOSE

BARRIER SIDE PANEL

EA

15.000

ATTD

0770 505SX20-0058

GUARDRAIL BULLNOSE

BARRIER RADIUS PANEL

EA

2.000

ATTD

0780 505SX20-0058

GUARDRAIL CAT 350 10

GAUGE NOSE PLATE

SECTION

EA

6.000

ATTD

0790 505SX20-0058

GUARDRAIL CAT 350 10

GAUGE SIDE PLATE PANEL

EA

6.000

ATTD

0800 505SX20-0058

GUARDRAIL CAT 350 14"

BLOCK #2, #3, #4, #5, #6

EA

22.000

ATTD

0810 505SX20-0058

GUARDRAIL CAT 350 3'6"

POSTS #1

EA

6.000

ATTD

0820 505SX20-0058

GUARDRAIL CAT 350

CHANNEL STRUT 6'6

EA

1.000

ATTD

0830 505SX20-0058

GUARDRAIL END

ANCHORAGE, GR-MGS3

(POWDER COATED)

EA

2.000

ATTD

0840 505SX20-0058

GUARDRAIL GR-9 CABLE

ASSEMBLY AND ANCHOR

PLATE

EA

11.000

Schedule of Items Page: 9

Proposal ID: C0000130149N01 GR9H-053-L05, N501

Order No.: P89

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.

0850 505SX20-0058

GUARDRAIL GR-MGS2

ASSEMBLY & ANCHOR PLATE

EA

38.000

ATTD

0860 505SX20-0058

GUARDRAIL GUARDRAIL

STRUT AND YOKE GR-MGS 2

EA

26.000

ATTD

0870 505SX20-0058

GUARDRAIL HEIGHT

TRANSITION, GR-MGS4

(POWDER COATED)

EA

3.000

ATTD

0880 505SX20-0058

GUARDRAIL POST LEAVE

OUT

EA

40.000

ATTD

0890 505SX20-0058

GUARDRAIL REPOSITION

IMPACT ATTENUATOR

EA

4.000

ATTD

0900 505SX20-0058

GUARDRAIL TERMINAL GR-9

EXTR. ASSEMBLY

EA

5.000

ATTD

0910 505SX20-0058

GUARDRAIL TERMINAL GR-

MGS2 EXTR. ASSEMBLY

EA

30.000

ATTD

0920 505SX20-0058

GUARDRAIL TERMINAL GR-

MGS2 EXTR. ASSEMBLY

(POWDER COATED)

EA

6.000

ATTD

0930 505SX20-0058

GUARDRAIL TERMINAL SITE

PREP. (4-FT MODERATE)

EA

2.000

ATTD

0940 505SX20-0058

GUARDRAIL TERMINAL SITE

PREP. (6-FT MODERATE)

EA

2.000

ATTD

0950 505SX20-0058

GUARDRAIL TERMINAL SITE

PREP. (MINOR)

EA

6.000

Schedule of Items Page: 10

Proposal ID: C0000130149N01 GR9H-053-L05, N501

Order No.: P89

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.

0960 505SX20-0058

GUARDRAIL TERMINAL, GR-

MGS2 (POWDER COATED)

EA

5.000

ATTD

0970 505SX20-0070

IMPACT ATTENUATOR (CAT

350)

EA

1.000

ATTD

0980 505SX20-0070

IMPACT ATTENUATOR

CARTRIDGE

EA

4.000

ATTD

0990 505SX20-0070

IMPACT ATTENUATOR

DIAPHRAM ASSEMBLY

EA

3.000

ATTD

1000 505SX20-0070

IMPACT ATTENUATOR NOSE

SECTION

EA

4.000

ATTD

1010 505SX20-0070

IMPACT ATTENUATOR SIDE

PANEL

EA

4.000

ATTD

1020 505SX20-0070

IMPACT ATTENUATOR

TENSION STRUT, BACK-UP

DIA.

EA

2.000

ATTD

1030 505SX20-0070

IMPACT ATTENUATOR W-

BEAM END SECTION

EA

2.000

ATTD

1040 510SD20-0001

REMOVE GR-7 TERMINAL EA

2.000

1050 510SX20-0002

REMOVE COMB. CURB AND

GUTTER

LF

200.000

ATTD

1060 510SX20-0039

REMOVE EXIST. GUARDRAIL

(RAIL ONLY)

LF

2,850.000

ATTD

1070 510SX20-0040

REMOVE EXIST. GR-6

TERMINAL

EA

2.000

Schedule of Items Page: 11

Proposal ID: C0000130149N01 GR9H-053-L05, N501

Order No.: P89

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.

1080 510SX20-0040

REMOVE EXIST. GUARDRAIL

TERMINAL

EA

32.000

1090 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

214.000

1100 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

10.000

1110 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

50.000

1120 512SD20-0026

ELECTRONIC ARROW BOARD HR

130.000

1130 512SD20-0027

FLAGGER SERVICE HR

120.000

1140 512SD20-0069

IMPACT ATTENUATOR IA-1 EA

1.000

1150 512SP20-0001

PORTABLE TEMPORARY

RUMBLE STRIP ARRAY

DAY

2.000

ATTD

1160 513SX20-0002

EMERGENCY MOBILIZATION EA

20.000

ATTD

1170 520SX20-0013

UTILITIES TEST PIT

EXCAVATION IN PAVED AREA

EA

4.000

ATTD

1180 702SD20-0001

GUARDRAIL DELINEATOR EA

36.000

1190 704SD20-0006

TYPE B CLASS I PVMT LINE

MRKG 4"

LF

25.000

1200 704SD20-0010

TYPE B CLASS I PVMT LINE

MRKG 24"

LF

25.000

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000130149N01

P89

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 0.290305SD20-0001

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

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Page

Bid Items Eligible For Steel Price Adjustment

C0000130149N01

P89

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

_______RAILING TEXAS T-6 MAINT.410SD20-0032

_______GUARDRAIL GR-MGS1505SD20-0011

_______GUARDRAIL GR-MGS1A505SD20-0012

_______GUARDRAIL GR-MGS1, 9' POST505SD20-0013

_______RADIAL GUARDRAIL GR-MGS1505SD20-0014

_______RADIAL GUARDRAIL GR-MGS1A505SD20-0015

_______GUARDRAIL TERMINAL GR-MGS2505SD20-0017

_______GUARDRAIL END ANCHORAGE GR-MGS3505SD20-0018

_______GUARDRAIL HEIGHT TRANSITION GR-MGS4505SD20-0019

_______GUARDRAIL TERMINAL GR-6 NCHRP 350505SD20-0027

_______GUARDRAIL GR-2505SD20-0030

_______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

_______GUARDRAIL BEAM505SD20-0071

_______RADIAL GUARDRAIL BEAM505SP20-0007

_______RUB RAIL505SP20-0008

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

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 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

CN105-000610-00 SEC 105.06—SUBCONTRACTING R-7-12-16 (SPCN) 3

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

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

CN303-000100-00 AGGREGATE MATERIAL R-7-12-16 (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

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

CQ107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY 5-11-22 (SPCN) 8

CQ505-000100-00 INSPEC. DAMAGED GUARDRAIL FOR “HITS” CONTRACTS 9-30-16 (SPCN) 8

BULLNOSE BARRIER PANEL 9-18-26 (SPCN) 8

CLEANING FACILITIES 9-11-26 (SPCN) 9

DISPOSAL OF MATERIALS 9-11-26 (SPCN) 9

GUARDRAIL REPAIR TIMEFRAMES 9-11-26 (SPCN) 9

UNUSED GUARDRAIL POST HOLES 9

EMERGENCY MOBILIZATION 9-11-26 (SPCN) 9

REMOVE EXISTING GUARDRAIL (RAIL ONLY) 9-11-26 (SPCN) 10

STRUT AND YOKE ASSEMBLY 9-11-26 (SPCN) 10

IMPACT ATTENUATOR CONCRETE PAD 10-2-26 (SPCN) 10

REPOSITION IMPACT ATTENUATOR 10-22-26 (SPCN) 11

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 12

SP105-000100-00 INFORMAL PARTNERING R-7-12-16 13

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 15

SP108-000200-01 LANE CLOSE COORD (LCC) & LANE CLOSE IMPLEMENT (LCI) 6-26-26 16

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 18

SP109-000120-01 PRICE ADJUSTMENT FOR STEEL 7-2-19 20

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

SP305-000100-01 SHOULDER RENOVATION 10-3-16 31

SP505-000100-00 REPLACE G’RAIL, MED. BARRIER & G’RAIL TO BRIDGE 8-4-16 35

GUARDRAIL TERMINAL SITE PREPARATION 7-13-20 41

*SP512-000130-00 EMPLOYMENT OF PTRS 1-24-19 43

SP522-000130-02 TREE REMOVAL TIME OF YEAR RESTRICTION 6-6-22 45

SQ107-001510-01 SEC 107.15 — USE OF SWAM BUSINESSES 6-7-21 46

SQ107-001620-00 PREVAILING WAGE RATES 5-11-2021 63

SS109-002020-01 SEC 109 — MEASUREMENT AND PAYMENT 5-1-23 68

SS211-002020-03 SEC 211 – ASPHALT CONCRETE 3-18-24 71

SS220-002020-01 SEC 220 – CONCRETE CURING MATERIALS 8-28-20 76

SS223-002020-02 SEC 223 – STEEL REINFORCEMENT 4-4-23 77

SS234-002020-01 SEC 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 78

SS235-002020-01 SEC 235 – RETROREFLECTORS 5-6-22 79

SS236-002020-01 SEC 236 – WOOD PRODUCTS 5-14-21 80

SS246-002020-02 SEC 246 – PAVEMENT MARKING 5-6-22 84

SS248-002020-02 SEC 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 92

SS305-002020-02 SEC 305 – SUBGRADE AND SHOULDERS 12-20-23 94

SS308-002020-01 SEC 308 - SUBBASE COURSE 7-13-21 96

TABLE OF CONTENTS FOR PROVISIONS

SS309-002020-01 SEC 309 - AGGREGATE BASE COURSE 7-13-21 97

SS315-002020-05 SEC 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 98

SS317-002020-01 SEC 317— STONE MATRIX ASPHALT CONCRETE PLACEMENT 6-21-24 117

SS318-002020-01 SEC 318 — PAVEMENT INTERLAYERS 8-2-23 119

SS319-002020-02 SEC 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 120

SS321-002020-02 SEC 321 – TRENCH WIDENING 5-4-23 124

SS407-002020-02 SEC 407 – STEEL & METAL STRUCT 11-01-22 126

SS411-002020-01 SEC 411 – PROT. COAT. OF METAL 11-01-22 128

SS512-002020-03 SEC 512 – MAINTAINING TRAFFIC 7-1-22 129

SS704-002020-02 SEC 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 143

SECTION 505-GUARDRAIL AND W-BEAM MEDIAN BARRIERS 9-11-26 149

VERIFICATION OF UTILITIES AND GUARDRAIL INSTALLATION 9-11-26 150

POWDER COATED GALVANIZED MATERIAL 9-11-26 152

RENEWABLE ON CALL CONTRACTS GENERAL PROVISIONS 10-22-26 159

REPAIR OF SIDEWALK, CURB AND GUTTER, AND ENTRANCES 10-22-26 165

LIMITATION OF OPERATIONS FOR NORTHERN VIRGINIA DISTRICT 168

NO PLAN ASSEMBLY 184

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.

cn103-000120-01 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, 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.

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.

cn105-000610-00 July 12, 2016 (SPCN)

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.

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn105-000610-00.docx cn221-000100-00 January 15, 2025 (SPCN)

SECTION 221.02—DETAIL REQUIREMENTS of the Specifications is amended by replacing the first paragraph with the following:

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

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

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

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

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

Prefabricated geocomposite pavement underdrain shall conform to the following:

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

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:

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

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.

cn303-000100-00 July 12, 2016 (SPCN)

AGGREGATE MATERIAL shall be the size specified conforming to Section 203 of the Specifications. The aggregate shall be placed at locations shown on the plans or as directed by the Engineer. Aggregate material will be measured in units of tons for the size specified according to Section 109 of the Specifications. Payment will be made at the contract unit price per ton, which bid price shall be full compensation for furnishing, placing, and shaping and compaction, if required.

Payment will be made under:

Pay Item Pay Unit

Aggregate Material (Size) Ton https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn303-000100-00.docx cn505-000100-01 January 24, 2019 (SPCN)

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.

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.

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

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

Impact attenuator (Type, Speed) Each

Maintenance and Repair Training Each cn512-000120-00 July 13, 2016 (SPCN)

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.

CQ107-000130-00 July 3, 2019 (SPCN)

DRUG-FREE WORKPLACE – The Contractor shall:

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

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

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

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

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

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

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

EQUAL EMPLOYMENT OPPORTUNITY

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

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

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

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

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.

CQ505-000100-00 September 30, 2016 (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.

UPC: 130149 September 18, 2026 (SPCN)

BULLNOSE BARRIER PANEL will be measured in units of each for the original manufacturers’ replacement bullnose barrier panel and will be paid for at the Contract each price for the type specified. This price shall include the original manufacturers’ replacement part and hardware; and furnishing and installing in accordance with the manufacturer’s recommendations.

Bullnose barrier (Type) panel Each

UPC: 130149 September 11, 2026 (SPCN)

CLEANING FACILITIES —The Contractor is responsible for cleaning the streets, sidewalk facilities, and other areas disturbed by construction activities when the work is completed. This work shall include cleaning, debris removal, and removal of all construction materials. The cost of this work shall be included in the Contract unit price for other appropriate items of work.

DISPOSAL OF MATERIALS —The Contractor shall be responsible for hauling and disposal of any unsuitable or surplus material. The cost shall be included in the Contract unit price for other appropriate items of work.

GUARDRAIL REPAIR TIMEFRAMES—Task Orders will be issued to the Contractor specifying the location, time limit, liquidated damages, and description of work or design plans of work to be performed.

Each task order will be assigned a level for establishing the task order time limit to complete the work as follows:

TIMEFRAME AND LEVEL OF REPAIRS

Level 1: Emergency Mobilization – Up to 2 sites shall be repaired within 5 calendar days Level 2: Up to 15 sites shall be repaired within 20 calendar days

UPC: 130149 September 18, 2026 (SPCN)

UNUSED GUARDRAIL POST HOLES—All unused guardrail post holes shall be backfilled to existing ground level with approved materials placed in layers not more than 4” in height. Each layer shall be compacted by tamping. The cost of this work will be incidental to the Contract unit price for guardrail or guardrail terminal.

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 respond to emergency repair notifications and assess the damage of up to 2 sites within 24 hours of notification and shall commence repair or replacement work within 72 hours of notification. Emergency mobilization repairs shall be completed within 5 calendar days of notification unless otherwise approved by the Engineer.

Emergency mobilization will be measured in units of each, per response call, 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; as many return trips as necessary due to holidays, curing time, temperature requirements, and manufacture recommendations. Only one mobilization will be paid per notice for each emergency mobilization issued by the Engineer.

Emergency Mobilization Each

REMOVE EXISTING GUARDRAIL (RAIL ONLY) will be measured in linear feet and will be paid for at the Contract linear foot price. This price shall include time, labor, and equipment for removing and disposing of the existing beam.

Remove Existing Guardrail (Rail only) Linear foot

STRUT AND YOKE ASSEMBLY will be measured in units of each for the standard specified and will be paid for at the Contract each price. This price shall include removing and disposing of the existing strut and yoke assembly; and furnishing and placing the new strut and yoke assembly.

Strut and yoke assembly (Standard) Each

UPC: 130149 October 2, 2026 (SPCN)

IMPACT ATTENUATOR CONCRETE PAD shall consist of furnishing and installing concrete pad in accordance with this Specification, manufacturer’s recommendation, and as directed by the Engineer.

Concrete shall be Class A-3 and mixed in accordance with Section 217 of the Specifications and formed, poured, and cured in accordance with Section 404 of the Specifications.

Concrete pad (Impact attenuator) will be measured in cubic yards and will be paid for at the Contract cubic yard price. This price shall include furnishing and installing concrete, reinforcing steel, excavating, backfilling, compacting, disposing of surplus and…