852215vadotB37_109194.pdf

ORDER NO.: B37

CONTRACT ID. NO.: C0000109194C01

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

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 7518

FHWA NUMBER: NHPP-5B27(065)

PROJECT NUMBER: 9999-043-888, C501

COUNTY: HENRICO

DISTRICT: RICHMOND

DESCRIPTION: SMART SCALE - TRAFFIC SIGNAL AND SIDEWALK CONSTRUCTION

FROM:

TO:

0.022 MI. W. OF HOMEVIEW DR.

0.350 MI. E. OF HOMEVIEW DR.

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 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: 9999-043-888, 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. 9999-043-888, C501 CONTRACT I.D. NO. C0000109194C01

FHWA NO. NHPP-5B27(065) DATE SUBMITTED

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

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

Vendor Signature:

Vendor ID No. Title:

Vendor’s Address: ____________________________________

City: __________________

State: __________________ Zip Code: _________

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION (ALL)

VENDOR

NUMBER

NAME OF SUBCONTRACTOR/SUPPLIER TELEPHONE

NUMBER

UTILIZED

(Y/N)

NOTE: ATTACH ADDITIONAL PAGES, IF NECESSARY.

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

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

REQUESTED IN THIS FORM.

Form C-48 Rev. 10-03-25

VENDOR SURVEY

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

VENDOR SURVEY FOR THEMSELVES AND A VENDOR SURVEY FOR EACH SUBCONTRACTOR

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

VENDOR’S FULL LEGAL NAME: ________________________________________

VENDOR ID NO.: __________________

ADDRESS: ____________________________________

CITY: ____________________________________

STATE: _______________ ZIP CODE: _________

VENDOR’S YEARS IN BUSINESS: _____________

VENDOR’S ANNUAL GROSS RECEIPTS: ____ $ 0 - 25 million

____ $ 25 - 50 million ____ $ 50 - 75 million ____ More than $75 million

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

KNOWLEDGE.

Printed Full Legal Name of Person Signing for Vendor

Signature: ____________________________________________

Form C-7 Rev. 2-2-24

SHEET 1

TERMS OF THE PROPOSAL\CONTRACT

DEPARTMENT OF TRANSPORTATION

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

PROJECT NUMBER: 9999-043-888, C501

ROUTE NUMBER: 7518

FHWA NUMBER: NHPP-5B27(065)

DESCRIPTION: SMART SCALE - TRAFFIC SIGNAL AND SIDEWALK CONSTRUCTION

FROM:

TO:

0.022 MI. W. OF HOMEVIEW DR.

0.350 MI. E. OF HOMEVIEW DR.

DISTRICT: RICHMOND COUNTY: HENRICO

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: JANUARY 7, 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 10/09/2026Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000109194C01 9999-043-888, C501

Order No.: B37

Oversight/State Project No.:

Federal Project No.: NHPP-5B27(065)

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 105SP20-0003

CONSTRUCTION RECORD

DOCUMENTS

LUMP SUM _________._____LUMP SUM

ATTD

0020 301SD20-0001

CLEARING AND GRUBBING LUMP SUM _________._____LUMP SUM

0030 302SD20-0005

REINF. STEEL LB

10,398.000

302, 406

0040 302SD20-0008

STRUCTURAL STEEL JB-1 LB

200.000

0050 302SD20-0025

15" CONC. PIPE LF

8.000

0060 302SD20-0030

18" CONC. PIPE LF

134.000

0070 302SD20-0049

30" CONC. PIPE LF

81.000

0080 302SD20-0069

48" CONC. PIPE LF

157.000

0090 302SD20-0198

15" END SECTION ES-1 OR 2 EA

1.000

0100 302SD20-0200

18" END SECTION ES-1 OR 2 EA

2.000

0110 302SD20-0314

DROP INLET DI-3B,L=10' EA

1.000

0120 302SD20-0333

DROP INLET DI-3C,L=14' EA

1.000

0130 302SD20-0662

MANHOLE MH-1 OR 2 LF

3.330

0140 302SD20-0663

FRAME & COVER MH-1 EA

7.000

Schedule of Items Page: 3

Proposal ID: C0000109194C01 9999-043-888, C501

Order No.: B37

Oversight/State Project No.:

Federal Project No.: NHPP-5B27(065)

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 302SD20-0673

STORMWATER

MAN.DRAIN.STR.SWM-1

LF

5.500

0160 303SD20-0001

REGULAR EXCAVATION CY

732.000

0170 303SD20-0016

MINOR STR. EXCAV. PIPE

CULVERT

CY

84.000

0180 303SD20-0023

CHECK DAM ROCK TY. II EA

5.000

0190 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

145.000

0200 303SD20-0030

INLET PROTECTION TYPE A EA

3.000

0210 303SD20-0031

INLET PROTECTION TYPE B EA

11.000

0220 303SD20-0034

TEMP. SILT FENCE TYPE A LF

641.000

0230 303SD20-0036

STORM WATER MAN. BASIN

EXCAV.

CY

70.000

0240 308SD20-0012

AGGR. BASE MATL. TY. I NO.

21B

TON

488.000

0250 308SX20-0003

CRUSHER RUN AGGR. NO. 25

OR 26

TON

13.000

ATTD

0260 315SD20-0001

ASPHALT CONCRETE TY. SM-

12.5A CONST

TON

100.000

0270 315SD20-0004

ASPHALT CONCRETE TY. IM-

19.0A CONST

TON

57.000

Schedule of Items Page: 4

Proposal ID: C0000109194C01 9999-043-888, C501

Order No.: B37

Oversight/State Project No.:

Federal Project No.: NHPP-5B27(065)

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.

0280 315SD20-0010

ASPHALT CONCRETE BM-25.0 TON

113.000

0290 315SX20-0011

SAW-CUT ASPH CONC (FULL

DEPTH)

LF

645.000

ATTD

0300 316SD20-0030

CONCRETE ENTRANCE

PAVE. 7"

SY

54.000

0310 501SD20-0004

UNDERDRAIN UD-4 LF

116.000

0320 502SX20-0007

CURB (MOD. HENRICO) LF

700.000

0330 502SX20-0007

CURB (RADIAL MOD.

HENRICO)

LF

22.000

0340 502SX20-0008

COMB. CURB & GUTTER

(MOD HENRICO)

LF

189.000

0350 502SX20-0008

COMB. CURB & GUTTER

(RADIAL MOD. HENRICO)

LF

249.000

0360 504SD20-0001

CONCRETE CLASS A3 MISC. CY

38.900

302, 504

0370 504SD20-0002

CG-12 DETECTABLE

WARNING SURFACE

SY

19.000

0380 504SD20-0003

HYDR. CEMENT CONC.

SIDEWALK 4"

SY

719.000

0390 504SD20-0004

HYDR. CEMENT CONC.

SIDEWALK 7"

SY

117.000

Schedule of Items Page: 5

Proposal ID: C0000109194C01 9999-043-888, C501

Order No.: B37

Oversight/State Project No.:

Federal Project No.: NHPP-5B27(065)

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.

0400 508SD20-0004

DEMO. OF PAVEMENT

FLEXIBLE

SY

293.000

0410 509SD20-0001

FLOWABLE BACKFILL CY

1.200

0420 510SX20-0031

MODIFY EXIST. (MANHOLE) EA

2.000

ATTD

0430 510SX20-0031

MODIFY EXIST. JUNCTION

BOX

EA

1.000

ATTD

0440 510SX20-0033

ADJUST EXIST. DROP INLET

DI-3C TOP

EA

1.000

ATTD

0450 510SX20-0034

ADJUST EXIST. MANHOLE .. EA

2.000

ATTD

0460 510SX20-0042

RELOCATE EXISTING

COMMUNICATION ANTENNA

AND MAST

EA

2.000

ATTD

0470 510SX20-0042

RELOCATE EXISTING

GROUND MOUNT SIGN

PANEL AND STRUCTURE

EA

2.000

ATTD

0480 510SX20-0042

RELOCATE EXISTING

MANAGED FIELD ETHERNET

SWITCH

EA

2.000

ATTD

0490 512SD20-0013

TYPE 3 BARRICADE 8' EA

15.000

0500 512SD20-0014

TEMPORARY SIGN SF

1,993.300

0510 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

1,736.000

Schedule of Items Page: 6

Proposal ID: C0000109194C01 9999-043-888, C501

Order No.: B37

Oversight/State Project No.:

Federal Project No.: NHPP-5B27(065)

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 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

16,327.000

0530 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

9,860.000

0540 512SD20-0026

ELECTRONIC ARROW BOARD HR

1,386.000

0550 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

1,052.000

0560 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

0570 515SD20-0004

FLEXIBLE PAVE.PLANING 0"-

2"

SY

359.000

0580 517SD20-0001

CONSTRUCTION SURVEYING

CONSTR.

LUMP SUM _________._____LUMP SUM

0590 520SD20-0003

1" WATER SERVICE LINE LF

580.000

0600 520SD20-0014

6" DI WATER MAIN LF

13.000

0610 520SD20-0089

6" GATE VALVE & BOX EA

1.000

0620 520SD20-0162

FIRE HYDRANT EA

1.000

0630 520SD20-0168

1" WATER METER BOX &

YOKE

EA

8.000

0640 520SD20-0179

4" SANITARY SERVICE

LATERAL CONNECTION

LF

43.000

Schedule of Items Page: 7

Proposal ID: C0000109194C01 9999-043-888, C501

Order No.: B37

Oversight/State Project No.:

Federal Project No.: NHPP-5B27(065)

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.

0650 520SX20-0005

4" SEWER CLEANOUT EA

5.000

0660 602SD20-0006

TOPSOIL CLASS B CY

95.000

0670 603SD20-0002

TEMPORARY SEED LB

24.000

0680 603SD20-0003

REGULAR SEED LB

64.000

0690 603SD20-0004

OVERSEEDING LB

51.000

0700 603SD20-0005

LEGUME SEED LB

2.000

0710 603SD20-0006

LEGUME OVERSEEDING LB

2.000

0720 603SD20-0008

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 2

SY

995.000

0730 603SD20-0009

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 3

SY

1,579.000

0740 603SD20-0014

FERTILIZER NITROGEN - N LB

24.000

0750 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

17.000

0760 603SD20-0016

FERTILIZER POTASSIUM - K LB

17.000

0770 603SD20-0017

LIME TON

1.300

0780 605SX20-0013

LANDSCAPE PERMANENT

VEGETATIVE COVER

LUMP SUM _________._____LUMP SUM

ATTD

Schedule of Items Page: 8

Proposal ID: C0000109194C01 9999-043-888, C501

Order No.: B37

Oversight/State Project No.:

Federal Project No.: NHPP-5B27(065)

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 606SD20-0002

ROLLED EROSION CTRL

PRODUCT EC-2 TYPE 2

SY

98.000

0800 700SD20-0003

REMOVE EXISTING 1 POST

SIGN STRUCTURE

EA

5.000

0810 700SD20-0034

SIGN POST STP-1, 2", 14

GAUGE

LF

105.000

0820 700SD20-0038

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

10.000

0830 700SD20-0060

ELECTRICAL SERVICE SE-5 EA

1.000

0840 700SD20-0066

PEDESTAL POLE PF-2, 10' EA

4.000

0850 700SD20-0068

CONC. FOUND. PF-8 CY

70.000

0860 700SD20-0069

CONC. FOUND. PF-2 EA

4.000

0870 700SD20-0074

CONC. FOUND. CF-4 EA

1.000

0880 700SD20-0093

SIGNAL MAST ARM POLE MP-

3, TY. C

EA

1.000

0890 700SD20-0099

MAST ARM 40' EA

1.000

0900 700SD20-0100

MAST ARM 49' EA

1.000

0910 700SD20-0101

MAST ARM 60' EA

3.000

0920 700SD20-0103

MAST ARM 70' EA

1.000

Schedule of Items Page: 9

Proposal ID: C0000109194C01 9999-043-888, C501

Order No.: B37

Oversight/State Project No.:

Federal Project No.: NHPP-5B27(065)

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.

0930 700SD20-0108

8/3 CONDUCTOR CABLE LF

981.000

0940 700SD20-0112

14/4 CONDUCTOR CABLE LF

1,758.000

0950 700SD20-0114

14/7 CONDUCTOR CABLE LF

2,669.000

0960 700SD20-0124

CAT 5E DIRECT BURIAL

CABLE

LF

650.000

0970 700SD20-0143

6 CONDUCTOR CABLE LF

45.000

0980 700SD20-0149

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

2.000

0990 700SD20-0174

ELECTRICAL SERVICE WORK

PAD

EA

1.000

1000 700SD20-0178

JUNCTION BOX JB-S2 EA

8.000

1010 700SD20-0179

JUNCTION BOX JB-S3 EA

1.000

1020 700SD20-0181

ELECT. SER. GRD.

ELECTRODE 10'

EA

5.000

1030 700SD20-0191

BORED CONDUIT 2" LF

820.000

1040 700SD20-0192

BORED CONDUIT 3" LF

650.000

1050 700SD20-0194

CONDUIT PVC 2" LF

295.000

1060 700SD20-0195

CONDUIT PVC 3" LF

105.000

Schedule of Items Page: 10

Proposal ID: C0000109194C01 9999-043-888, C501

Order No.: B37

Oversight/State Project No.:

Federal Project No.: NHPP-5B27(065)

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.

1070 700SD20-0197

TRENCH EXCAVATION ECI-1 LF

275.000

1080 700SD20-0199

TEST BORE EA

6.000

1090 700SD20-0218

LIGHTING POLE LP-1 30'

MNTG HT

EA

2.000

1100 700SD20-0226

LUMINAIRE ARM 20' EA

2.000

1110 700SX20-0006

SIGNAL POLE MP-3, TY. D;

HENRICO CO. MODIFIED

EA

1.000

ATTD

1120 700SX20-0006

SIGNAL POLE MP-3, TY. E1;

HENRICO CO. MODIFIED

EA

1.000

ATTD

1130 700SX20-0006

SIGNAL POLE MP-3, TY. F;

HENRICO CO. MODIFIED

EA

1.000

ATTD

1140 700SX20-0007

CONDUCTOR CABLE NO. 6

EGC

LF

2,031.000

ATTD

1150 700SX20-0010

TRAFFIC SIGNALIZATION APS

PEDESTRIAN ACTUATION

(PA-2)

EA

3.000

ATTD

1160 700SX20-0010

TRAFFIC SIGNALIZATION APS

PEDESTRIAN ACTUATION

(PA-3)

EA

5.000

ATTD

1170 700SX20-0010

TRAFFIC SIGNALIZATION ATC

CABINET - ECONOLITE TS-2

P44

EA

1.000

Schedule of Items Page: 11

Proposal ID: C0000109194C01 9999-043-888, C501

Order No.: B37

Oversight/State Project No.:

Federal Project No.: NHPP-5B27(065)

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.

1180 700SX20-0010

TRAFFIC SIGNALIZATION

LOCAL CONTROLLER -

COBALT ATC

EA

1.000

ATTD

1190 700SX20-0010

TRAFFIC SIGNALIZATION

MOUNTING EXTENDER

EA

3.000

ATTD

1200 700SX20-0010

TRAFFIC SIGNALIZATION

UNINTERRUPTIBLE PWR.

SUPPLY BATTERY PACK 72V

BATTERY DECK (6 TOTAL) W/

51 AH

EA

1.000

ATTD

1210 700SX20-0010

TRAFFIC SIGNALIZATION

UNINTERRUPTIBLE PWR.

SUPPLY CABINET ATT. CLARY

EA

1.000

ATTD

1220 700SX20-0010

TRAFFIC SIGNALIZATION

UNINTERRUPTIBLE PWR.

SUPPLY TYPE 2 CLARY

SP1250LX-N

EA

1.000

ATTD

1230 700SX20-0010

TRAFFIC SIGNALIZATION

VALMONT TR-1 MITIGATOR

EA

1.000

ATTD

1240 700SX20-0010

TRAFFIC SIGNALIZATION

VIDEO DETECTION CAMERA -

MIOVISION 360

EA

2.000

ATTD

1250 700SX20-0010

TRAFFIC SIGNALIZATION

VIDEO DETECTION SYSTEM -

MIOVISION 360

EA

2.000

ATTD

1260 700SX20-0030

LUMINAIRE ARM 20'

LUMINAIRE ARM; HENRICO

CO. MODIFIED

EA

3.000

Schedule of Items Page: 12

Proposal ID: C0000109194C01 9999-043-888, C501

Order No.: B37

Oversight/State Project No.:

Federal Project No.: NHPP-5B27(065)

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.

1270 701SD20-0001

SIGN PANEL SF

155.000

1280 703SD20-0007

TRAF. SIG. HEAD SECT. 12"

HVS BACKPLATE

EA

62.000

1290 703SD20-0015

VIDEO DETECTION CABLE LF

430.000

1300 703SD20-0022

EVP DETECTION SYSTEM 3-

WAY

EA

1.000

1310 703SD20-0023

EVP DETECTION SYSTEM 4-

WAY

EA

1.000

1320 703SD20-0024

EVP DETECTOR CABLE LF

1,894.000

1330 703SD20-0034

HANGER ASSEMBLY SM-3,

ONE WAY

EA

17.000

1340 703SD20-0037

HANGER ASSEMBLY SMB-2,

ONE WAY

EA

4.000

1350 703SD20-0039

HANGER ASSEMBLY SMB-3,

ONE WAY

EA

2.000

1360 703SD20-0040

HANGER ASSEMBLY SMB-3,

TWO WAY

EA

1.000

1370 703SD20-0044

REMOVE EXISTING POLE EA

4.000

1380 703SD20-0045

REMOVE EXISTING

FOUNDATION

EA

2.000

Schedule of Items Page: 13

Proposal ID: C0000109194C01 9999-043-888, C501

Order No.: B37

Oversight/State Project No.:

Federal Project No.: NHPP-5B27(065)

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.

1390 703SD20-0046

REMOVE EXISTING SIGNAL

HEAD

EA

17.000

1400 703SD20-0047

REMOVE EXISTING

CONTROLLER

EA

1.000

1410 703SD20-0048

REMOVE EXISTING

MANHOLE/JUNCTION BOX

EA

1.000

1420 703SD20-0060

PEDESTRIAN SIGNAL HEAD

SP-8

EA

8.000

1430 703SX20-0004

HANGER ASSEMBLY SIGN

HANGER SMD-2

EA

14.000

ATTD

1440 704SD20-0006

TYPE B CLASS I PVMT LINE

MRKG 4"

LF

705.000

1450 704SD20-0014

TYPE B CLASS II PVMT LINE

MRKG 12"

LF

784.000

1460 704SD20-0015

TYPE B CLASS II PVMT LINE

MRKG 24"

LF

208.000

1470 704SD20-0048

PVMT SYMB MRKG SGL

TURN ARR. TY B CL II

EA

6.000

1480 705SX20-0001

LUMINAIRE PHILIPS LUMEC

ROAD FOCUS MEDIUM

EA

5.000

ATTD

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000109194C01

B37

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

_______MINOR STR. EXCAV. PIPE CULVERT 0.290303SD20-0016

_______SILTATION CONTROL EXCAVATION 0.290303SD20-0029

_______STORM WATER MAN. BASIN EXCAV. 0.290303SD20-0036

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

_______CRUSHER RUN AGGR. NO. 25 OR 26 0.400308SX20-0003

_______ASPHALT CONCRETE TY. SM-12.5A CONST 3.500315SD20-0001

_______ASPHALT CONCRETE TY. IM-19.0A CONST 3.500315SD20-0004

_______ASPHALT CONCRETE BM-25.0 3.500315SD20-0010

_______CONCRETE CLASS A3 MISC. 1.892504SD20-0001

_______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

C0000109194C01

B37

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

_______REINF. STEEL302SD20-0005

_______STRUCTURAL STEEL JB-1302SD20-0008

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

_______SIGNAL MAST ARM POLE MP-3, TY. C700SD20-0093

_______MAST ARM 40'700SD20-0099

_______MAST ARM 49'700SD20-0100

_______MAST ARM 60'700SD20-0101

_______MAST ARM 70'700SD20-0103

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000109194C01

B37

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

ASPHALT CONCRETE TY. SM-12.5A CONST315SD20-0001

ASPHALT CONCRETE TY. IM-19.0A CONST315SD20-0004

ASPHALT CONCRETE BM-25.0315SD20-0010

Determination of Major Items

1C0000109194C01Contract ID:

ltem Description Item

Number

CONC. FOUND. PF-8700SD20-0068

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

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

CN103-000100-01 SEC 103.02—AWARD OF CONTRACT 6-17-25 (SPCN) 1

CN105-000100-00 OPERATIONS BY STATE FORCES 7-12-16 (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) 3

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

CN512-000100-00 TABLE V-1, ADT GROUPS 7-12-16 (SPCN) 5

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

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

CQ107-000130-00 DRUG-FREE WORKPLACE 7-3-19 (SPCN) 6

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

CRUSHER RUN AGGREGATE NO. 25 OR 26 12-26-23 (SPCN) 7

SECTION 700—GENERAL 4-17-26 (SPCN) 7

SECTION 703—TRAFFIC SIGNALS 8-21-26 (SPCN) 8

LUMINAIRES FOR ROADWAY LIGHTING 8-21-26 (SPCN) 9

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

SP0F0-000130-03 FHWA 1273—CONTRACT PROVISIONS, FED-AID 7-9-26 14

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 35

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 41

SP105-001000-01 CRD’S FOR PERMANENT SWMF’S 2-1-18 42

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 44

SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1/21/20 45

SP107-001510-06 INTERIM DBE REQUIREMENTS 1-26-26 47

SP107-003100-01 MADE IN THE USA REQUIREMENTS 10-1-26 51

SP108-000100-01 PROG. SCHED. FOR CAT. I PROJECTS 3-21-22 58

SP109-000100-05 ASPHALT MATERIAL PRICE ADJUSTMENT 7-8-24 73

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 75

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 77

SP109-000130-01 ELECTRONIC OR PRINTED WEIGH TICKETS 3-10-25 82

SP522-000130-02 TREE REMOVAL TIME OF YEAR RESTRICTION 6-6-22 88

SQ105-000611-02 SEC 105.06 — SUBCONTRACTING (FED FUNDED PROJECTS) 9-1-26 89

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 90

SS109-002020-01 SEC 109 — MEASUREMENT AND PAYMENT 5-1-23 94

SS211-002020-03 SEC 211 – ASPHALT CONCRETE 3-18-24 97

SS220-002020-01 SEC 220 – CONCRETE CURING MATERIALS 8-28-20 102

SS223-002020-02 SEC 223 – STEEL REINFORCEMENT 4-4-23 103

SS234-002020-01 SEC 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 104

SS235-002020-01 SEC 235 – RETROREFLECTORS 5-6-22 105

SS236-002020-01 SEC 236 – WOOD PRODUCTS 5-14-21 106

SS246-002020-02 SEC 246 – PAVEMENT MARKING 5-6-22 110

SS248-002020-02 SEC 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 117

SS305-002020-02 SEC 305 – SUBGRADE AND SHOULDERS 12-20-23 119

SS308-002020-01 SEC 308 - SUBBASE COURSE 7-13-21 121

SS309-002020-01 SEC 309 - AGGREGATE BASE COURSE 7-13-21 122

SS315-002020-05 SEC 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 123

SS317-002020-01 SEC 317— STONE MATRIX ASPHALT CONCRETE PLACEMENT 6-21-24 141

SS318-002020-01 SEC 318 — PAVEMENT INTERLAYERS 8-2-23 143

SS319-002020-02 SEC 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 144

SS321-002020-02 SEC 321 – TRENCH WIDENING 5-4-23 148

TABLE OF CONTENTS FOR PROVISIONS

SS407-002020-02 SEC 407 – STEEL & METAL STRUCT 11-01-22 150

SS411-002020-01 SEC 411 – PROT. COAT. OF METAL 11-01-22 152

SS512-002020-03 SEC 512 – MAINTAINING TRAFFIC 7-1-22 153

SS704-002020-02 SEC 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 166

MAST ARM VIBRATION MITIGATION EQUIPMENT 8-26-26 172

ACCESSIBLE PEDESTRIAN SIGNALS EQUIPMENT 11-13-20 173

REM., RELOC., REUSE, & MOD. EXIST. SIGNAL EQUIP. / GR. MOUNT. SIGN STRUCT. 8-20-26 179

ADJUST OR REPLACE EXISTING DRAINAGE TOP 10-7-26 184

ESTABLISHING PERMANENT VEGETATION 8-16-21 185

TREE REMOVAL TIME OF YEAR RESTRICTION FOR BAT HABITAT 4-14-25 187

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

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

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

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

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

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

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

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

103.02 – Award of Contract

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

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

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

cn105-000100-00 July 12, 2016 (SPCN)

OPERATIONS BY STATE FORCES - The Contractor is hereby advised that State Forces will furnish materials for and perform certain items of work, indicated on the plans to be performed by State Forces, throughout the life of this contract. The Department will perform its operations in such a manner as to minimize interference with the Contractor's operations, and the Contractor shall coordinate his activities with the Department in order to prevent unnecessary interference.

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn105-000100-00.docx

In the event the plans provide for seeding operations to be performed by State Forces, such operations will include areas used for stockpiling of topsoil, approved borrow pits and waste areas and will include Department furnished and applied lime, fertilizer, seed and mulch. The Contractor shall prepare the areas to be seeded according to Section 603.03(a) of the Specifications, the cost of which shall be included in the price bid for other items. The Contractor shall coordinate with and notify the Department at such time as each area is ready for seeding operations; thereafter, the Department will assume the responsibility for completing and maintaining such areas. The Contractor will be responsible for all repairing or replacing of any work damage by his use of improper materials or construction methods or because of any damage inflicted by other than normal construction activities. Such corrective work shall be performed at the Contractor's expense. Areas outside the limits of construction, other than those approved by the Department, which are disturbed by the Contractor, shall be restored and seeded at the Contractor's expense.

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.

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

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

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

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

Prefabricated geocomposite pavement underdrain shall conform to the following:

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

Physical Properties Test Method Requirements

Compressive strength ASTM D1621, D2412, and D6364

Min. 40 psi at 20% max.

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

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

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

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

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

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

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

Physical Property Test Method Requirements

Compressive strength ASTM D1621, D2412, and D6364

Min. 40 psi at 20% max.

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

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

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

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

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

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

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

cn512-000100-00 July 12, 2016 (SPCN)

TABLE V-1, ADT GROUPS — The Specifications are amended to include the following table:

TABLE V-1

Average Daily Traffic (ADT) Groups

Traffic Group ADT Traffic Group ADT I 0-9 X 2,000-2,999

II 10-24 XI 3,000-3,999

III 25-49 XII 4,000-4,999

IV 50-99 XIII 5,000-5,999

V 100-249 XIV 6,000-9,999

VI 250-399 XV 10,000-14,999

VII 400-749 XVI 15,000-19,999

VIII 750-999 XVII 20,000-29,999

IX 1,000-1,999 XVIII 30,000-39,999

XIX 40,000 & over cn512-000310-00 July 12, 2016 (SPCN)

POLICE PATROLS — The Contractor is advised that the Department will use Police patrols in construction work zones when traffic flow problems are anticipated, to enhance the safety of both the public and construction personnel, during the life of this contract.

cn801-000100-00 July 28, 2025 (SPCN)

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 https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn512-000100-00.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn512-000310-00.docx

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.

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

DRUG-FREE WORKPLACE – The Contractor shall:

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

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

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

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

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

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

EQUAL EMPLOYMENT OPPORTUNITY

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

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

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

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

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.

UPC :109194 December 26, 2023 (SPCN)

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

Payment will be made under:

Pay Item Pay Unit Crusher run aggregate No. 25 or 26 Ton

UPC: 109194

April 17, 2026 (SPCN)

SECTION 700—GENERAL of the Specifications is amended as follows:

Section 700.03(c)1—of the Specifications is amended to include the following:

Mast arm poles shall have a flange plate connection at a mounting height of twenty-four (24) feet to accept the luminaire arm connection in lieu of a clamp connection.

Section 700.03(d)—of the Specifications is amended to include the following:

Luminaire arms shall be one tapered tubular section with a flange plate welded to the butt section of the luminaire arm to provide a rigid connection to the shaft. The flange plate shall be connected to the shaft plate with eight (8) bolts and nuts meeting ASTM-A354. The flange plate, bolts and nuts shall develop the guaranteed yield and ultimate tensile strength of the shaft and luminaire arm.

Section 700.06—Measurement and Payment of the Specifications is amended to replace the nineteenth paragraph with the following:

Conductor cables and Equipment Grounding Conductor No. 6 (EGC) will be measured in linear feet and will be paid for at the contract unit price per linear foot for the size and number specified.

This price shall include conductors, breakaway connections, markings and identifications, splice kits, electrical tape, testing, and connections.

Section 700.06—Measurement and Payment of the Specifications is amended by revising the Pay Item Table as follows:

The following pay items are inserted:

(Length) Luminaire arm; Henrico Co. Modified Each Signal Pole MP-3, (Type); Henrico Co. Modified Each Conductor Cable No. 6 EGC Linear foot

UPC: 109194 August 21, 2026 (SPCN)

SECTION 703—TRAFFIC SIGNALS of the Specifications is amended as follows:

Section 703.01(a)1. is amended to include the following:

Local Controllers shall be Cobalt ATC.

Section 703.01(b). is amended to include the following:

Traffic Signal Equipment Cabinets shall be Econolite TS-2 P44.

Section 703.01(f)2. is amended to include the following:

Video detection equipment shall be Miovision 360 Camera & Detection System.

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

Uninterruptible power supply (Type 2) shall be Clary Corporation model SP1250LX-N.

Section 703.02(g)3. is amended to include the following:

Battery system shall be Clary Corporation 72 V Battery Deck (6 total) w/ 51 AH.

Section 703.02(g)6. is amended to include the following:

Uninterruptible power supply cabinet shall be manufactured by Clary Corporation.

Section 703.04—Measurement and Payment of the Specifications is amended as follows:

Section 703.04 is amended to replace the eighth paragraph with the following:

Local Controller will be measured in units of…