829866vadotA80_119191.pdf

ORDER NO.: A80

CONTRACT ID. NO.: C0000119191C01

Form C-6a

Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 58

FHWA NUMBER: STP-5301-(006)

PROJECT NUMBER: 0058-301-272, C501

COUNTY: MECKLENBURG

DISTRICT: RICHMOND

DESCRIPTION: SMART SCALE - INTERSECTION IMPROVEMENTS

FROM:

TO:

0.165 MI. W. OF RTE. 643

0.100 MI. E. OF RTE. 643

DATE BID SUBMITTED: 10:00 AM WEDNESDAY, JULY 22, 2026

Form C-118 Rev. 2-1-24

COMMONWEALTH OF VIRGINIA

NOTICE TO BIDDERS

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

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

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

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

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

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

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

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

Form C-24 Rev. 7-6-05

PROPOSAL GUARANTY

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

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

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

SIGNED, sealed and dated this Day of , 20

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

PROJECT NUMBER: 0058-301-272, C501

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

(Principal*) (Surety Company)

By: By:

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

(Principal*) (Address)

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

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

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

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

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

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

**Attach copy of Power of Attorney

Form C-48 Rev. 10-03-25

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION,

AND VENDOR SURVEY FORM (ALL VENDORS)

PROJECT NO. 0058-301-272, C501 CONTRACT I.D. NO. C0000119191C01

FHWA NO. STP-5301-(006) DATE SUBMITTED

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

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

Vendor Signature:

Vendor ID No. Title:

Vendor’s Address: ____________________________________

City: __________________

State: __________________ Zip Code: _________

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION (ALL)

VENDOR

NUMBER

NAME OF SUBCONTRACTOR/SUPPLIER TELEPHONE

NUMBER

UTILIZED

(Y/N)

NOTE: ATTACH ADDITIONAL PAGES, IF NECESSARY.

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

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

REQUESTED IN THIS FORM.

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

Form C-48 Rev. 10-03-25

VENDOR SURVEY

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

VENDOR SURVEY FOR THEMSELVES AND A VENDOR SURVEY FOR EACH SUBCONTRACTOR

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

VENDOR’S FULL LEGAL NAME: ________________________________________

VENDOR ID NO.: __________________

ADDRESS: ____________________________________

CITY: ____________________________________

STATE: _______________ ZIP CODE: _________

VENDOR’S YEARS IN BUSINESS: _____________

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

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

KNOWLEDGE.

Printed Full Legal Name of Person Signing for Vendor

Signature: ____________________________________________

Form C-7 Rev. 2-2-24

TERMS OF THE PROPOSAL\CONTRACT

COMMONWEALTH OF VIRGINIA

SUBMITTED: 10:00 AM WEDNESDAY, JULY 22, 2026

PROJECT NUMBER: 0058-301-272, C501

ROUTE NUMBER: 58

FHWA NUMBER: STP-5301-(006)

DESCRIPTION: SMART SCALE - INTERSECTION IMPROVEMENTS

FROM:

TO:

0.165 MI. W. OF RTE. 643

0.100 MI. E. OF RTE. 643

DISTRICT: RICHMOND COUNTY: MECKLENBURG

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: NOVEMBER 5, 2027

BID TOTAL $

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

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

Street Address City State Zip Code Vendor#/Fin#

Print Name Signature Title

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

Contract Execution Date By

CHIEF ENGINEER

VIRGINIA DEPARTMENT OF TRANSPORTATION

Virginia Department of Transportation 06/01/2026Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000119191C01 0058-301-272, C501

Order No.: A80

Oversight/State Project No.:

Federal Project No.: STP-5301-(006)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0010 108SP20-0001

BASELINE PROGRESS

SCHEDULE

LUMP SUM _________._____LUMP SUM

ATTD

0020 108SP20-0002

PROGRESS SCHEDULE

UPDATES

EA

12.000

ATTD

0030 301SD20-0001

CLEARING AND GRUBBING LUMP SUM _________._____LUMP SUM

0040 302SD20-0027

15" STORM SEWER PIPE LF

416.000

0050 302SD20-0032

18" STORM SEWER PIPE LF

8.000

0060 302SD20-0041

24" STORM SEWER PIPE LF

356.000

0070 302SD20-0329

DROP INLET DI-3C,L=6' EA

1.000

0080 302SD20-0332

DROP INLET DI-3C,L=12' EA

1.000

0090 302SD20-0447

DROP INLET DI-7 EA

4.000

0100 302SD20-0634

DROP INLET DI-12,L=10' EA

1.000

0110 302SD20-0635

DROP INLET DI-12,L=12' EA

2.000

0120 302SD20-0662

MANHOLE MH-1 OR 2 LF

42.500

0130 302SD20-0663

FRAME & COVER MH-1 EA

7.000

0140 302SD20-0665

DI-PRECAST TOP VARIOUS

TYPES CONST OR T-DI-12B,

L=12'

EA

1.000

Schedule of Items Page: 3

Proposal ID: C0000119191C01 0058-301-272, C501

Order No.: A80

Oversight/State Project No.:

Federal Project No.: STP-5301-(006)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0150 303SD20-0001

REGULAR EXCAVATION CY

4,077.000

0160 303SD20-0007

BORROW EXCAVATION CY

3,301.000

0170 303SD20-0022

CHECK DAM ROCK TY. I EA

4.000

0180 303SD20-0023

CHECK DAM ROCK TY. II EA

24.000

0190 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

1,115.000

0200 303SD20-0030

INLET PROTECTION TYPE A EA

26.000

0210 303SD20-0031

INLET PROTECTION TYPE B EA

2.000

0220 303SD20-0034

TEMP. SILT FENCE TYPE A LF

4,388.000

0230 303SX20-0001

SOIL EXCAVATION

TRANSPORTATION AND

DISPOSAL OF PETROLEUM

CONTAMINATED SOIL

TON

10.000

ATTD

0240 303SX20-0004

EXCAVATION MANAGEMENT

OF PETROLEUM

CONTAMINATED SOIL

LUMP SUM _________._____LUMP SUM

ATTD

0250 307SD20-0002

CEM. STAB. AGGR. MATL. NO.

21A

TON

1,190.000

0260 308SD20-0012

AGGR. BASE MATL. TY. I NO.

21B

TON

502.000

Schedule of Items Page: 4

Proposal ID: C0000119191C01 0058-301-272, C501

Order No.: A80

Oversight/State Project No.:

Federal Project No.: STP-5301-(006)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0270 313SD20-0001

ASPH-STAB. OPEN-GRADED

MATERIAL

TON

200.000

0280 315SD20-0003

ASPHALT CONCRETE TY. SM-

12.5E CONST

TON

1,432.000

0290 315SD20-0005

ASPHALT CONCRETE TY. IM-

19.0D CONST

TON

260.000

0300 315SD20-0010

ASPHALT CONCRETE BM-25.0 TON

744.000

0310 315SX20-0011

SAW-CUT ASPH CONC FULL

DEPTH

LF

3,185.000

ATTD

0320 414SD20-0008

DRY RIPRAP CL. AI TON

25.000

0330 501SD20-0002

UNDERDRAIN UD-2 LF

214.000

0340 501SD20-0004

UNDERDRAIN UD-4 LF

989.000

0350 501SD20-0009

OUTLET PIPE LF

89.000

0360 502SD20-0011

CURB, STD. CG-2 LF

50.000

0370 502SD20-0012

CURB, RADIAL CG-2 LF

200.000

0380 502SD20-0053

MEDIAN STRIP MS-1 SY

300.000

0390 502SD20-0056

MEDIAN STRIP MS-1A SY

200.000

0400 502SD20-0058

MEDIAN STRIP MS-2 LF

450.000

Schedule of Items Page: 5

Proposal ID: C0000119191C01 0058-301-272, C501

Order No.: A80

Oversight/State Project No.:

Federal Project No.: STP-5301-(006)

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.

0410 508SD20-0001

OBSCURING ROADWAY UNIT

33.700

0420 508SD20-0004

DEMO. OF PAVEMENT

FLEXIBLE

SY

3,500.000

0430 509SD20-0001

FLOWABLE BACKFILL CY

11.000

0440 510SD20-0050

ADJUST EXIST FRAME &

COVER

EA

1.000

0450 510SX20-0031

MODIFY EXIST. CONVERT

EXIST. DI TO MH

EA

3.000

0460 510SX20-0033

ADJUST EXIST. DROP INLET

RAISE EXIST. DI TO GRADE

EA

1.000

0470 510SX20-0038

REMOVE EXIST. ADJUST

EXIST. VALVE & BOX

SY

1.000

0480 511SD20-0001

ALLAYING DUST HR

200.000

0490 512SD20-0013

TYPE 3 BARRICADE 8' EA

4.000

0500 512SD20-0014

TEMPORARY SIGN SF

618.000

0510 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

2,920.000

0520 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

32,530.000

0530 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

1,000.000

Schedule of Items Page: 6

Proposal ID: C0000119191C01 0058-301-272, C501

Order No.: A80

Oversight/State Project No.:

Federal Project No.: STP-5301-(006)

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.

0540 512SD20-0026

ELECTRONIC ARROW BOARD HR

12,500.000

0550 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

821.000

0560 512SD20-0044

TEMP. PAVE. MARKER 1 WAY EA

87.000

0570 512SD20-0054

TEMP. PVMT MRKG TY. E, 6" LF

1,230.000

0580 512SD20-0061

TEMP. PVMT MRKG TY. D, CL.

III, 4"

LF

6,810.000

0590 512SD20-0063

TEMP. PVMT MRKG TY. D, CL.

III, 8"

LF

1,690.000

0600 512SX20-0020

MODIFY SIGNAL AT RTE. 58

AT ALTANTIC/COUNTRY LANE

LUMP SUM _________._____LUMP SUM

0610 512SX20-0040

POLICE PATROL UNIFORMED

FLAGGER

HR

120.000

ATTD

0620 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

0630 515SD20-0004

FLEXIBLE PAVE.PLANING 0"-

2"

SY

10,700.000

0640 517SD20-0001

CONSTRUCTION SURVEYING

CONSTR.

LUMP SUM _________._____LUMP SUM

0650 520SX20-0085

WATER UTILITY REMOVE

EXIST. 12" PIPE

LF

10.000

ATTD

Schedule of Items Page: 7

Proposal ID: C0000119191C01 0058-301-272, C501

Order No.: A80

Oversight/State Project No.:

Federal Project No.: STP-5301-(006)

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.

0660 520SX20-0086

WATER UTILITY 12" PLUG OR

CAP

EA

2.000

ATTD

0670 602SX20-0005

TOPSOIL TOPSOIL CLASS B

3"

ACRE

1.570

0680 603SD20-0002

TEMPORARY SEED LB

174.000

0690 603SD20-0003

REGULAR SEED LB

422.000

0700 603SD20-0004

OVERSEEDING LB

338.000

0710 603SD20-0005

LEGUME SEED LB

20.000

0720 603SD20-0006

LEGUME OVERSEEDING LB

16.000

0730 603SD20-0007

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 1

SY

7,684.000

0740 603SD20-0009

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 3

SY

10,237.000

0750 603SD20-0014

FERTILIZER NITROGEN - N LB

160.000

0760 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

113.000

0770 603SD20-0016

FERTILIZER POTASSIUM - K LB

113.000

0780 603SD20-0017

LIME TON

8.980

Schedule of Items Page: 8

Proposal ID: C0000119191C01 0058-301-272, C501

Order No.: A80

Oversight/State Project No.:

Federal Project No.: STP-5301-(006)

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.

0790 606SD20-0001

ROLLED EROSION CTRL

PRODUCT EC-2 TYPE 1

SY

628.000

0800 608SD20-0001

MOWING HR

60.000

0810 700SD20-0003

REMOVE EXISTING 1 POST

SIGN STRUCTURE

EA

18.000

0820 700SD20-0004

REMOVE EXISTING 2 POST

SIGN STRUCTURE

EA

5.000

0830 700SD20-0010

REMOVE EXIST OVERHEAD

SIGNAL SIGN PANEL

EA

2.000

0840 700SD20-0013

RELOCATE EX. 2 POST GRND

MOUNT SGN PANEL

EA

3.000

0850 700SD20-0021

VIA SIGN POST W12 X 14 LF

36.000

0860 700SD20-0023

VIA SIGN POST W12 X 19 LF

75.000

0870 700SD20-0034

SIGN POST STP-1, 2", 14

GAUGE

LF

143.000

0880 700SD20-0035

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

GAUGE

LF

78.000

0890 700SD20-0036

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

GAUGE

LF

433.000

0900 700SD20-0037

SIGN POST STP-1, 2 1/2", 12

GAUGE

LF

195.000

Schedule of Items Page: 9

Proposal ID: C0000119191C01 0058-301-272, C501

Order No.: A80

Oversight/State Project No.:

Federal Project No.: STP-5301-(006)

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.

0910 700SD20-0038

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

29.000

0920 700SD20-0039

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

27.000

0930 700SD20-0049

CONC. FOUND. SSP-VIA, 3'

DIA. X 7' DEEP

EA

6.000

0940 700SD20-0060

ELECTRICAL SERVICE SE-5 EA

1.000

0950 700SD20-0114

14/7 CONDUCTOR CABLE LF

1,930.000

0960 700SD20-0124

CAT 5E DIRECT BURIAL

CABLE

LF

1,225.000

0970 700SD20-0144

8 CONDUCTOR CABLE LF

30.000

0980 700SD20-0148

8 CONDUCTOR CABLE EGC LF

1,250.000

0990 700SD20-0174

ELECTRICAL SERVICE WORK

PAD

EA

1.000

1000 700SD20-0178

JUNCTION BOX JB-S2 EA

3.000

1010 700SD20-0179

JUNCTION BOX JB-S3 EA

2.000

1020 700SD20-0181

ELECT. SER. GRD.

ELECTRODE 10'

EA

5.000

1030 700SD20-0192

BORED CONDUIT 3" LF

580.000

1040 700SD20-0194

CONDUIT PVC 2" LF

100.000

Schedule of Items Page: 10

Proposal ID: C0000119191C01 0058-301-272, C501

Order No.: A80

Oversight/State Project No.:

Federal Project No.: STP-5301-(006)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

1050 700SD20-0195

CONDUIT PVC 3" LF

200.000

1060 700SD20-0196

CONDUIT PVC 4" LF

20.000

1070 700SD20-0197

TRENCH EXCAVATION ECI-1 LF

195.000

1080 700SX20-0010

TRAFFIC SIGNALIZATION

CABINET-COMBINATION

CONFIGURATION (16

OUTPUTS)

EA

1.000

ATTD

1090 700SX20-0010

TRAFFIC SIGNALIZATION

LOCAL CONTROLLER (ATC)

EA

1.000

ATTD

1100 700SX20-0022

CONC FOUNDATION CF-5 EA

1.000

ATTD

1110 701SD20-0001

SIGN PANEL SF

1,236.000

1120 703SD20-0007

TRAF. SIG. HEAD SECT. 12"

HVS BACKPLATE

EA

6.000

1130 703SD20-0034

HANGER ASSEMBLY SM-3,

ONE WAY

EA

2.000

1140 703SD20-0045

REMOVE EXISTING

FOUNDATION

EA

7.000

1150 703SD20-0046

REMOVE EXISTING SIGNAL

HEAD

EA

6.000

1160 703SD20-0047

REMOVE EXISTING

CONTROLLER

EA

1.000

Schedule of Items Page: 11

Proposal ID: C0000119191C01 0058-301-272, C501

Order No.: A80

Oversight/State Project No.:

Federal Project No.: STP-5301-(006)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

1170 703SD20-0048

REMOVE EXISTING

MANHOLE/JUNCTION BOX

EA

13.000

1180 703SD20-0053

UNINTERRUPT. PWR SUPPLY

TYPE 2

EA

1.000

1190 703SD20-0054

UNINTERRUPT. PWR SUPPLY

BATTERY PAC

EA

1.000

1200 703SX20-0003

DETECTOR (HYBRID

SENSOR)

EA

2.000

ATTD

1210 703SX20-0003

DETECTOR (VIDEO CAMERA) EA

2.000

ATTD

1220 703SX20-0003

DETECTOR CENTRAL

CONTROL UNIT (RACK

MOUNT)

EA

1.000

ATTD

1230 703SX20-0003

DETECTOR DETECTION

PROCESSOR

EA

2.000

ATTD

1240 704SD20-0006

TYPE B CLASS I PVMT LINE

MRKG 4"

LF

6,209.000

1250 704SD20-0007

TYPE B CLASS I PVMT LINE

MRKG 6"

LF

1,393.000

1260 704SD20-0013

TYPE B CLASS II PVMT LINE

MRKG 8"

LF

743.000

1270 704SD20-0015

TYPE B CLASS II PVMT LINE

MRKG 24"

LF

279.000

1280 704SD20-0048

PVMT SYMB MRKG SGL

TURN ARR. TY B CL II

EA

13.000

Schedule of Items Page: 12

Proposal ID: C0000119191C01 0058-301-272, C501

Order No.: A80

Oversight/State Project No.:

Federal Project No.: STP-5301-(006)

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.

1290 704SD20-0063

SYMB MRKG WRONG-WAY

ARROW TY B CL II

EA

1.000

1300 704SD20-0087

PVMT SYMB MRKG YIELD 2' X

3' TY B, CL II

EA

10.000

1310 704SD20-0108

PVMT MSG. MARK. “ONLY” TY

B, CL II, 8’

EA

5.000

1320 704SX20-0002

PAVEMENT MARKING PVMT

SYMB MRKG (U-TURN

ARROW) TY B, CL II

EA

2.000

ATTD

1330 704SX20-0002

PAVEMENT MARKING

REMOVE EXIST. RAISED

PAVE. MARKER

EA

55.000

ATTD

1340 801SX20-0001

COMMUNICATION EQUIP.

CCTV CAMERA DIGITAL

EA

1.000

ATTD

1350 801SX20-0001

COMMUNICATION EQUIP.

MANAGED FIELD ETHERNET

SWITCH GBPS

EA

1.000

ATTD

1360 808SD20-0004

FIBER OPTIC DROP CABLE 12

STRAND

LF

250.000

1370 808SD20-0005

PRE-TERMINATED FIBER

PATCH PANEL

EA

1.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000119191C01

A80

Contract ID:

Order No.:

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

FORM C-21B

Rev 12-21-05

0001 REGULAR BID ITEMSSECTION:

ltem Description Fuel Factor gal/unit Option Item

Number

_______REGULAR EXCAVATION 0.290303SD20-0001

_______BORROW EXCAVATION 0.290303SD20-0007

_______SILTATION CONTROL EXCAVATION 0.290303SD20-0029

_______CEM. STAB. AGGR. MATL. NO. 21A 0.600307SD20-0002

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

_______ASPH-STAB. OPEN-GRADED MATERIAL 3.000313SD20-0001

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

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

_______ASPHALT CONCRETE BM-25.0 3.500315SD20-0010

_______DRY RIPRAP CL. AI 0.400414SD20-0008

_______DEMO. OF PAVEMENT FLEXIBLE 0.200508SD20-0004

_______FLEXIBLE PAVE.PLANING 0"-2" 0.071515SD20-0004

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Steel Price Adjustment

C0000119191C01

A80

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

_______VIA SIGN POST W12 X 14700SD20-0021

_______VIA SIGN POST W12 X 19700SD20-0023

_______SIGN POST STP-1, 2", 14 GAUGE700SD20-0034

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

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

_______SIGN POST STP-1, 2 1/2", 12 GAUGE700SD20-0037

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000119191C01

A80

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

ASPH-STAB. OPEN-GRADED MATERIAL313SD20-0001

ASPHALT CONCRETE TY. SM-12.5E CONST315SD20-0003

ASPHALT CONCRETE TY. IM-19.0D CONST315SD20-0005

ASPHALT CONCRETE BM-25.0315SD20-0010

Determination of Major Items

1C0000119191C01Contract ID:

ltem Description Item

Number

REGULAR EXCAVATION303SD20-0001

ASPHALT CONCRETE TY. SM-12.5E CONST315SD20-0003

BORROW EXCAVATION303SD20-0007

FORMS and SCHEDULE OF ITEMS PRECEDE SPCNs, SPs and SUPPLEMENTAL SPECS.

*CN100-000026-09 GEN. PROJ. REQUIRE., SSS/SPS/SPCNS 12-11-25 (SPCN) 1

CN103-000100-01 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

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

CN801-000100-00 TRAFFIC SIGNAL AND ITS EQUIPMENT APPROVAL 7-28-25 (SPCN) 5

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

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

UNIFORMED FLAGGERS R-7-12-16_(SPCN) 7

REMOVAL OF SRPMS DURING LANE SHIFTS 3-3-20 (SPCN) 7

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

NOTICE TO PROCEED 1-30-17 (SPCN) 8

AS BUILT SKETCHES 12-2-22 (SPCN) 8

SECTION 809—MANAGED FIELD ETHERNET SWITCH 4-30-26 (SPCN) 8

SECTION 703—TRAFFIC SIGNALS 4-30-26 (SPCN) 8

MANAGED FIELD ETHERNET SWITCH 7-29-20 (SPCN) 9

CONTRACTOR NON-RESPONSE FEE 1-12-26 (SPCN) 9

REMOVE EXIST. 12INCH PIPE 3-3-26 (SPCN) 9

FURNISH 12INCH PLUG OR CAP 3-3-26 (SPCN) 9

VERIFY EXISTING UNDERGROUND UTILITIES 3-3-26 (SPCN) 9

PROTECTION OF EXISTING UTILITIES AND TEMPORARY SUPPORTS 3-3-26 (SPCN) 10

PLAN CALL-OUTS 3-3-26 (SPCN) 10

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

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

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 40

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 45

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 47

*SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1-21/20 48

SP107-001510-06 INTERIM DBE REQUIREMENTS 1-26-26 50

SP107-003100-00 MADE IN THE USA REQUIREMENTS 10-03-25 54

SP108-000110-01 PROG. SCHED. FOR CAT. II PROJECTS 3-21-22 60

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

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

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

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

*SP307-000100-02 CEMENT TREATED AGGREGATE BASE 5-19-23 93

SP700-000180-03 MODIFICATIONS TO AASHTO’S SIGN STRUCT. SPEC. 9-29-20 99

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 103

SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 105

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 106

SS109-002020-01 SEC 109 — MEASUREMENT AND PAYMENT 5-1-23 110

SS211-002020-03 SEC 211 – ASPHALT CONCRETE 3-18-24 113

SS220-002020-01 SEC 220 – CONCRETE CURING MATERIALS 8-28-20 118

SS223-002020-02 SEC 223 – STEEL REINFORCEMENT 4-4-23 119

SS234-002020-01 SEC 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 120

SS235-002020-01 SEC 235 – RETROREFLECTORS 5-6-22 121

SS236-002020-01 SEC 236 – WOOD PRODUCTS 5-14-21 122

SS246-002020-02 SEC 246 – PAVEMENT MARKING 5-6-22 126

SS248-002020-02 SEC 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 133

SS305-002020-02 SEC 305 – SUBGRADE AND SHOULDERS 12-20-23 135

TABLE OF CONTENTS FOR PROVISIONS

SS308-002020-01 SEC 308 - SUBBASE COURSE 7-13-21 137

SS309-002020-01 SEC 309 - AGGREGATE BASE COURSE 7-13-21 138

SS315-002020-05 SEC 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 139

SS317-002020-01 SEC 317— STONE MATRIX ASPHALT CONCRETE PLACEMENT 6-21-24 158

SS318-002020-01 SEC 318 — PAVEMENT INTERLAYERS 8-2-23 160

SS319-002020-02 SEC 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 161

SS321-002020-02 SEC 321 – TRENCH WIDENING 5-4-23 165

SS407-002020-02 SEC 407 – STEEL & METAL STRUCT 11-01-22 167

SS411-002020-01 SEC 411 – PROT. COAT. OF METAL 11-01-22 169

SS512-002020-03 SEC 512 – MAINTAINING TRAFFIC 7-1-22 170

SS704-002020-02 SEC 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 183

GRASS CHANNEL 9-26-16 189

MANAGEMENT OF PETROLEUM CONTAMINATED SOIL 2-25-26 192

COMPOST AMENDED SOILS 1-5-17 195

REMOVE, RELOC., REUSE, INSTALL & MODIFY EXIST. SIGNAL EQUIP. 2-6-23 198

MULTI-SENSOR VIDEO & RADAR DETECTION SYSTEM 8-31-22 204

ATC HARDWARE & FIRMWARE 5-1-26 211

ATC CABINET - TYPE III COMBINATION CONFIGURATION 10-31-25 212

MOD. TO AASHTO’S ANCILLARY STRUCTURES SPEC. 11-21-25 229

INSTALLATION OF ITS EQUIPMENT 8-4-25 234

SECTION 808 – FIBER OPTIC CABLE AND INTERCONNECT 12-1-22 236

ITS FIBER OPTIC CABLE AND INTERCONNECT TEST PLAN 7-12-16 238

UNINTERRUPTIBLE POWER SUPPLY TEST PLAN 7-13-20 246

RICHMOND DISTRICT TRAFFIC SIGNAL TURN-ON PROCEDURE 255

SE-5 (RDO) DETAIL 256

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)

cn103-000100-01 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. In the event of a tie bid, the tie will be decided by lot.

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

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

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)

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)

cn801-000100-00 TRAFFIC SIGNAL AND INTELLIGENT TRANSPORTATION SYSTEM EQUIPMENT APPROVAL—All network capable devices included in Sections 703, 801, 802, 803, 804, 805, 806, 807, 809, 810, and 811 of the Specifications shall match the approved hardware, firmware, and software versions on the Department’s Operation Technology Critical Infrastructure list in order to be installed. Previously approved devices, firmware, or software, including any revisions, which have been removed from the current list shall not be installed. Devices, firmware, and software shall be submitted for the Engineer’s review for appropriateness and cybersecurity compliance via Department’s Form C-25 (Source of Materials).

The Contractor shall submit the Operations Technology Field Device Security Assessment form to the Engineer for approval before installation of any network capable devices that are not found on the Department’s Operation Technology Critical Infrastructure list, including traffic signal equipment and Intelligent Transportation System (ITS). All proposed devices for use on the Department’s network shall be inspected and reviewed by the Department for compliance with current Commonwealth of Virginia Information Security Standards. This inspection and review process will involve device testing for cybersecurity vulnerabilities overseen by the Department’s Office of Information Security (OIS) and Operations Technology Division (OTD). The Contractor shall be responsible for coordinating with equipment and software suppliers to complete and submit the required security checklist and device samples to the Department for vetting of items that have not been approved.

The Engineer will coordinate the Operations Technology Field Device Security Review with the Department’s Operations Technology Division. The Contractor shall allow 8 months for this review if the device has a cloud component or artificial intelligence. If cloud or artificial intelligence are not involved, then the Contractor should allow for 90 days for review once the initial Operations Technology Field Device Security Assessment form has been submitted.

The Operations Technology Critical Infrastructure list and the Operations Technology Field Device Security Assessment form are located on the Department’s website.

7-28-25 (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.

7-3-19 (SPCN)

cq107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY

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

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

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

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

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

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

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

5-11-22 (SPCN)

UNIFORMED FLAGGERS - The Contractor shall utilize off-duty uniformed police officers for control of traffic through signalized intersections during periods when the control equipment is non-operational. It is expressly understood that the work under this pay item exceeds the requirements and duties typically associated with flagger service. Off duty police officers will not be required to have VDOT flagger certification to perform this work. Police assisted flagger service will be measured and paid for in hours of in duty service. This price will be full compensation for furnishing uniform officers and all associated costs.

Payment will be made under:

Pay Item Pay Unit

Uniformed Flaggers Hours

9-29-08; Reissued 7-12-16_(SPCN)

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

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

3-3-20 (SPCN)

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

6-13-17 (SPCN)

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

NOTICE TO PROCEED—The Notice to Proceed on this project will not be the date of Contract execution. The project Notice to Proceed date will be October 30, 2026. The Contractor shall not begin any work before the Notice to Proceed date unless a written request has been provided by the Contractor and approved by the Engineer in coordination with the Southeast Regional Utility Manager. After October 30, 2026 and written approval by the Engineer has been issued, the Contractor shall begin work within 15 calendar days after the Notice to Proceed date.

This condition will not be considered a failure on the part of the Department in the context of Section

105.01 of the Specifications.

1-30-17 (SPCN)

AS BUILT SKETCHES— Section 105.10(c) Working Drawings of the Specifications is amended by replacing the sixth paragraph with the following:

Prior to acceptance of each location by the Engineer, the Contractor shall submit as-built sketches showing locations and offset distances for underground installations as installed by the Contractor. Locations and offset distances for underground installations shall be within ± six (6) inches of their actual location. Any conduits installed for fiber optic cable and ITS power conductors shall be mapped and documented in accordance with Section 812.03(d) of the Specifications.

12-2-22 (SPCN)

SECTION 809—MANAGED FIELD ETHERNET SWITCH of the Specifications is amended by the following:

Section 809.04—Measurement and Payment is amended to include the following:

Cat5e gel-filled, shielded, direct buried cable will be measured in linear feet and will be paid for at the Contract unit price per linear foot. This price shall include furnishing and installing Cat5e gel-filled, shielded, direct buried Ethernet cable, connectors, Ethernet surge suppression devices, and all incidental hardware and materials necessary to complete the work.

Cat6 water blocking, shielded, direct buried cable will be measured in linear feet and will be paid for at the Contract unit price per linear foot. This price shall include furnishing and installing Cat6 water blocking, shielded, direct buried Ethernet cable, connectors, Ethernet surge suppression devices, and all incidental hardware and materials necessary to complete the work.

Section 809.04—Measurement and Payment is amended by revising the Pay Item Table as follows:

The following pay items are inserted:

Pay Item Pay Unit

Cat5e gel-filled, shielded, direct buried cable Linear feet Cat6 water blocking, shielded, direct buried cable Linear feet

4-30-26 (SPCN)

SECTION 703—TRAFFIC SIGNALS of the Specifications is amended by the following:

Section 703.02(g)2. is amended to include the following:

Uninterruptible power supply (Type 2) shall be Clary Corporation model SP1250LX-48 Series Online UPS/ Power Conditioner, with dual string battery harness and OP96D battery set (8 X 51Ah), and v3/HTTP interface network card.

Section 703.04—Measurement and Payment is amended to replace the thirty-first paragraph with the following:

Uninterruptible Power Supply will be measured in units of each for the type specified and will be paid for at the Contract unit price per each. This price shall include the complete uninterruptible power supply system including converter/inverter/charger, power management unit, transfer switches, bypass switches, switches, two-part modular battery harnesses, temperature sensor, sensor cable, software, DB-9 connecting cables, conductor cables, over-current protection devices (fuses/circuit breakers), terminal blocks, power panels, surge protection devices, circuit diagrams, documentation, transient protection devices, system testing, certification, and warranty. This price shall also include complete integration with the traffic signal control equipment and integration testing. The Contractor will be paid seventy percent (70%) of the unit price following successful completion of the Field Acceptance Test.

The remaining thirty percent (30%) of the unit price will be paid following the successful completion of the 30-day System Acceptance Test.

4-30-26 (SPCN)

MANAGED FIELD ETHERNET SWITCH —The Managed Field Ethernet Switch (MFES) shall be Moxa EDS-510E-3GTXSFP-T (or current generation equivalent).

7-29-20 (SPCN)

CONTRACTOR NON-RESPONSE FEE — A non-response fee in accordance with Section 512.03(j)3b(5) of the Specifications will be $200 per hour.

1-12-26 (SPCN)

REMOVE…