827091vadotA59_101001.pdf

ORDER NO.: A59

CONTRACT ID. NO.: C0000101001B35

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

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 8

FHWA NUMBER: NHPP-070-2(049)

PROJECT NUMBER: 0008-070-659, B635, M501

COUNTY: PATRICK

DISTRICT: SALEM

DESCRIPTION: SGR BRIDGE REPLACEMENT

FROM:

TO:

3.32 MI. N. OF RTE. 103

3.39 MI. N. OF RTE. 103

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

Form C-118 Rev. 2-1-24

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

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: 0008-070-659, B635, M501

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.

0008-070-659, B635, M501

CONTRACT I.D.

NO.

C0000101001B35

FHWA NO. NHPP-070-2(049)

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, JUNE 24, 2026

PROJECT NUMBER: 0008-070-659, B635, M501

ROUTE NUMBER: 8

FHWA NUMBER: NHPP-070-2(049)

DESCRIPTION: SGR BRIDGE REPLACEMENT

FROM:

TO:

3.32 MI. N. OF RTE. 103

3.39 MI. N. OF RTE. 103

DISTRICT: SALEM COUNTY: PATRICK

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

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

COMPLETION DATE: JUNE 2, 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 05/11/2026Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000101001B35 0008-070-659, B635, M501

Order No.: A59

Oversight/State Project No.:

Federal Project No.: NHPP-070-2(049)

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

24.000

ATTD

0030 301SD20-0001

CLEARING AND GRUBBING LUMP SUM _________._____LUMP SUM

0040 302SD20-0001

BEDDING MATL.AGGR.NO. 25

OR 26

TON

9.200

ATTD

0050 302SD20-0025

15" CONC. PIPE LF

21.000

0060 302SD20-0039

24" CONC. PIPE LF

70.000

0070 302SD20-0309

DROP INLET DI-3A EA

1.000

0080 302SD20-0662

MANHOLE MH-1 OR 2 LF

21.400

0090 302SD20-0663

FRAME & COVER MH-1 EA

3.000

0100 302SD20-0665

DI-PRECAST TOP VARIOUS

TYPES CONST

EA

1.000

0110 302SX20-0027

MANHOLE DOGHOUSE

MANHOLE

LF

4.640

ATTD

0120 303SD20-0001

REGULAR EXCAVATION CY

404.000

0130 303SD20-0007

BORROW EXCAVATION CY

64.000

Schedule of Items Page: 3

Proposal ID: C0000101001B35 0008-070-659, B635, M501

Order No.: A59

Oversight/State Project No.:

Federal Project No.: NHPP-070-2(049)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0140 303SD20-0022

CHECK DAM ROCK TY. I EA

2.000

0150 303SD20-0028

DEWATERING BASIN EC-8 EA

4.000

0160 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

328.000

0170 303SD20-0031

INLET PROTECTION TYPE B EA

4.000

0180 303SD20-0032

GEOTEXTILE FABRIC SY

49.300

0190 303SD20-0033

TEMP. SILT FENCE TYPE B LF

2,024.000

0200 303SX20-0008

GEOTEXTILE

GEOSYNTHETIC

REINFORCEMENT

SY

1,209.000

ATTD

0210 303SX20-0012

UTILITY TEST PIT UNPAVED EA

6.000

ATTD

0220 303SX20-0013

UTILITY TEST PIT ASPHALT

CONCRETE

EA

6.000

ATTD

0230 305SD20-0013

AGGR. MATL. NO. 3 TON

127.000

0240 308SD20-0012

AGGR. BASE MATL. TY. I NO.

21B

TON

119.000

0250 310SD20-0001

TACK COAT GAL

320.000

0260 315SD20-0005

ASPHALT CONCRETE TY. IM-

19.0D CONST

TON

43.000

Schedule of Items Page: 4

Proposal ID: C0000101001B35 0008-070-659, B635, M501

Order No.: A59

Oversight/State Project No.:

Federal Project No.: NHPP-070-2(049)

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 315SD20-0008

ASPHALT CONCRETE TY. SM-

9.5D CONST

TON

300.000

0280 315SD20-0010

ASPHALT CONCRETE BM-25.0 TON

86.000

0290 315SD20-0104

SAW-CUT ASPHALT

CONCRETE FULL DEPTH

LF

142.000

0300 401SD20-0001

STRUCTURE EXCAVATION

CONST.

CY

1,231.000

0310 401SD20-0002

SELECT BACKFILL

ABUTMENT ZONE

TON

2,295.000

0320 401SD20-0004

GEOCOMPOSITE WALL

DRAIN

SY

84.000

0330 401SD20-0005

PIPE UNDERDRAIN 6" CONST. LF

49.000

0340 401SD20-0007

COFFERDAM EA

3.000

0350 401SD20-0007

COFFERDAM WATER LINE

RELOCATION

EA

1.000

0360 403SD20-0006

STEEL PILES 12" LF

1,496.000

0370 403SX20-0016

PREBORING PILE 24" LF

1,438.000

ATTD

0380 404SD20-0005

CONC. CL. A4 MOD. LOW

SHRINK., SPR. STRUCT.

CONST.

CY

170.000

Schedule of Items Page: 5

Proposal ID: C0000101001B35 0008-070-659, B635, M501

Order No.: A59

Oversight/State Project No.:

Federal Project No.: NHPP-070-2(049)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0390 404SD20-0009

BRIDGE DECK GROOVING

CONST.

SY

393.000

0400 404SD20-0010

COVER DEPTH SURVEY

CONST.

SY

497.000

0410 404SD20-0011

CONCRETE CLASS A3,

SUBSTRUCT. CONST.

CY

362.000

0420 405SD20-0033

PREST.CONC.BEAM,BULB-T

29" DEPTH +50'-60

EA

10.000

0430 406SD20-0003

CR REINF. STEEL CL. I SPR.

STRUCT. CONST.

LB

43,360.000

0440 406SD20-0006

REINFORCING STEEL

SUBSTRUCT. CONST.

LB

34,250.000

0450 410SD20-0011

RAILING CPSR 2 RAIL CONST. LF

242.000

0460 410SX20-0014

BRIDGE INCIDENTALS

TEMPORARY

CONSTRUCTION ACCESS

LUMP SUM _________._____LUMP SUM

ATTD

0470 410SX20-0014

BRIDGE INCIDENTALS

TEMPORARY SHORING

LUMP SUM _________._____LUMP SUM

ATTD

0480 413SX20-0002

DISM.& REM. EX. STR. NO.

LUMP SUM _________._____LUMP SUM

ATTD

0490 413SX20-0003

ENV.& WORKER PROTECT.

STR. NO. 1001

LUMP SUM _________._____LUMP SUM

ATTD

0500 413SX20-0004

MATERIAL DISPOSAL STR.

NO. 1001

LUMP SUM _________._____LUMP SUM

ATTD

Schedule of Items Page: 6

Proposal ID: C0000101001B35 0008-070-659, B635, M501

Order No.: A59

Oversight/State Project No.:

Federal Project No.: NHPP-070-2(049)

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.

0510 414SD20-0001

EROSION CTRL. STONE CL.

A1, EC-1

TON

14.000

0520 414SD20-0056

DRY RIPRAP CL.II 38" SY

274.000

0530 502SD20-0014

CURB, STD. CG-3 LF

49.000

0540 502SD20-0022

COMB. CURB & GUTTER,

STD. CG-6

LF

268.000

0550 502SD20-0029

ENTRANCE GUTTER CG-9D SY

67.000

0560 502SD20-0038

MEDIAN BARRIER MB-7F LF

155.000

0570 504SD20-0001

CONCRETE CLASS A3 MISC. CY

1.300

302, 504

0580 505SD20-0068

IMPACT ATTENUATOR IA-2 EA

2.000

0590 507SD20-0027

HIGH VISIBILITY FENCE, 4

FEET

LF

53.000

0600 508SD20-0004

DEMO. OF PAVEMENT

FLEXIBLE

SY

515.000

0610 510SX20-0027

REMOVE EXIST. MANHOLE . EA

3.000

ATTD

0620 510SX20-0031

MODIFY EXIST. INLET EX-46 EA

1.000

0630 510SX20-0038

REMOVE EXIST. SIDEWALK

AND ENTRANCE

SY

64.000

Schedule of Items Page: 7

Proposal ID: C0000101001B35 0008-070-659, B635, M501

Order No.: A59

Oversight/State Project No.:

Federal Project No.: NHPP-070-2(049)

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.

0640 510SX20-0039

REMOVE EXIST. 24" PIPE LF

51.000

0650 510SX20-0039

REMOVE EXIST. COMB. CURB

AND GUTTER

LF

353.000

ATTD

0660 510SX20-0039

REMOVE EXIST. PIPE LF

204.000

0670 510SX20-0040

REMOVE EXIST. ENDWALL EA

1.000

0680 512SD20-0003

TRAFFIC BARRIER SERVICE

MB-11A

LF

840.000

0690 512SD20-0007

IMPACT ATTEN.SER. TY. 1 TL-

3, >=40 MPH

EA

2.000

0700 512SD20-0013

TYPE 3 BARRICADE 8' EA

8.000

0710 512SD20-0014

TEMPORARY SIGN SF

401.000

0720 512SD20-0016

TEMPORARY CURB RAMP EA

2.000

0730 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

38,325.000

0740 512SD20-0029

WARNING LIGHT TY. B DAY

38,325.000

0750 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

1,320.000

0760 512SD20-0043

ERADICATE NONLINEAR

PVMT MRKG

SF

50.000

Schedule of Items Page: 8

Proposal ID: C0000101001B35 0008-070-659, B635, M501

Order No.: A59

Oversight/State Project No.:

Federal Project No.: NHPP-070-2(049)

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.

0770 512SD20-0045

TEMP. PAVE. MARKER 2 WAY EA

36.000

0780 512SX20-0001

TEMPORARY ASPHALT

MEDIAN WORK ZONE

CONTINUOUS CURBING AND

CHANNELIZING SYSTEM

LF

400.000

ATTD

0790 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

0800 514SD20-0003

FIELD OFFICE TY.III MO

24.000

0810 515SD20-0004

FLEXIBLE PAVE.PLANING 0"-

2"

SY

2,637.000

0820 517SD20-0001

CONSTRUCTION SURVEYING

CONSTR.

LUMP SUM _________._____LUMP SUM

0830 520SD20-0014

6" DI WATER MAIN LF

271.000

0840 520SD20-0089

6" GATE VALVE & BOX EA

2.000

0850 520SD20-0134

6" X 6" TAPPING SLEEVE

VALVE & BOX

EA

2.000

0860 520SD20-0186

8" DI SANITARY SEWER PIPE LF

219.000

0870 520SD20-0266

8" SANITARY DROP

CONNECTION

LF

3.000

0880 520SD20-0272

SANITARY SEWER MANHOLE LF

8.000

0890 520SD20-0274

MANHOLE FRAME & COVER F

& C-1

EA

3.000

Schedule of Items Page: 9

Proposal ID: C0000101001B35 0008-070-659, B635, M501

Order No.: A59

Oversight/State Project No.:

Federal Project No.: NHPP-070-2(049)

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.

0900 520SD20-0286

6" CONC. ENCASE. PIPE LF

110.000

0910 520SX20-0009

SANITARY SEWER PIPE

HANGER SYSTEM

LF

120.000

ATTD

0920 520SX20-0010

SANITARY SEWER PVC

SLEEVES

EA

2.000

ATTD

0930 520SX20-0010

SANITARY SEWER TIE-IN EA

1.000

ATTD

0940 602SD20-0004

TOPSOIL CLASS B CY

134.000

0950 603SD20-0003

REGULAR SEED LB

177.000

0960 603SD20-0004

OVERSEEDING LB

142.000

0970 603SD20-0005

LEGUME SEED LB

8.000

0980 603SD20-0006

LEGUME OVERSEEDING LB

7.000

0990 603SD20-0007

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 1

SY

1,634.000

1000 603SD20-0009

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 3

SY

363.000

1010 603SD20-0014

FERTILIZER NITROGEN - N LB

26.000

1020 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

17.000

Schedule of Items Page: 10

Proposal ID: C0000101001B35 0008-070-659, B635, M501

Order No.: A59

Oversight/State Project No.:

Federal Project No.: NHPP-070-2(049)

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.

1030 603SD20-0016

FERTILIZER POTASSIUM - K LB

17.000

1040 603SD20-0017

LIME TON

1.200

1050 700SD20-0003

REMOVE EXISTING 1 POST

SIGN STRUCTURE

EA

4.000

1060 700SD20-0007

REMOVE EXISTING 1 POST

SIGN PANEL

EA

5.000

1070 700SD20-0008

REMOVE EXISTING 2 POST

SIGN PANEL

EA

1.000

1080 700SD20-0012

RELOCATE EX. 1 POST GRND

MOUNT SGN PANEL

EA

6.000

1090 700SD20-0034

SIGN POST STP-1, 2", 14

GAUGE

LF

30.000

1100 700SD20-0039

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

4.000

1110 700SD20-0084

WOOD POLE CL. 4, 40' EA

8.000

1120 700SD20-0114

14/7 CONDUCTOR CABLE LF

2,200.000

1130 700SD20-0130

ELECTRICAL SERVICE SE-2,

TY. A

EA

1.000

1140 700SD20-0196

CONDUIT PVC 4" LF

12.000

1150 700SX20-0007

CONDUCTOR CABLE 6/4 LF

30.000

Schedule of Items Page: 11

Proposal ID: C0000101001B35 0008-070-659, B635, M501

Order No.: A59

Oversight/State Project No.:

Federal Project No.: NHPP-070-2(049)

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.

1160 700SX20-0007

CONDUCTOR CABLE CAT 6

(CCTV)

LF

640.000

ATTD

1170 700SX20-0009

TRAFFIC SIGNALIZATION NO.

6 AWG EGC

LF

775.000

ATTD

1180 700SX20-0010

TRAFFIC SIGNALIZATION

SIGNAL HEAD SECTION 12"

LED

EA

12.000

ATTD

1190 701SD20-0001

SIGN PANEL SF

48.000

1200 703SD20-0007

TRAF. SIG. HEAD SECT. 12"

HVS BACKPLATE

EA

4.000

1210 703SD20-0014

VIDEO DETECTION CAMERA EA

9.000

1220 703SD20-0015

VIDEO DETECTION CABLE LF

3,420.000

1230 703SD20-0018

WIRELESS DETECTION

SYSTEM

EA

1.000

1240 703SD20-0020

EVP DETECTION SYSTEM 1-

WAY

EA

6.000

1250 703SD20-0024

EVP DETECTOR CABLE LF

2,110.000

1260 703SD20-0027

SPAN WIRE 1/2" LF

840.000

1270 703SD20-0032

HANGER ASSEMBLY SW-2,

ONE WAY

EA

4.000

Schedule of Items Page: 12

Proposal ID: C0000101001B35 0008-070-659, B635, M501

Order No.: A59

Oversight/State Project No.:

Federal Project No.: NHPP-070-2(049)

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.

1280 703SD20-0036

HANGER ASSEMBLY SMB-1,

ONE WAY

EA

3.000

1290 704SD20-0001

TYPE A PVMT LINE MRKG 4" LF

1,580.000

1300 704SD20-0003

TYPE A PVMT LINE MRKG 8" LF

1,820.000

1310 704SD20-0006

TYPE B CLASS I PVMT LINE

MRKG 4"

LF

3,360.000

1320 704SD20-0015

TYPE B CLASS II PVMT LINE

MRKG 24"

LF

80.000

1330 704SD20-0046

PVMT SYMB MRKG SGL

TURN ARROW TY A

EA

2.000

1340 704SD20-0048

PVMT SYMB MRKG SGL

TURN ARR. TY B CL II

EA

7.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000101001B35

A59

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

_______BEDDING MATL.AGGR.NO. 25 OR 26 0.400302SD20-0001

_______REGULAR EXCAVATION 0.290303SD20-0001

_______BORROW EXCAVATION 0.290303SD20-0007

_______SILTATION CONTROL EXCAVATION 0.290303SD20-0029

_______AGGR. MATL. NO. 3 0.000305SD20-0013

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

_______TACK COAT 0.016310SD20-0001

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

_______ASPHALT CONCRETE TY. SM-9.5D CONST 3.500315SD20-0008

_______ASPHALT CONCRETE BM-25.0 3.500315SD20-0010

_______STRUCTURE EXCAVATION CONST. 0.290401SD20-0001

_______CONC. CL. A4 MOD. LOW SHRINK., SPR. STRUCT. CONST. 1.892404SD20-0005

_______CONCRETE CLASS A3, SUBSTRUCT. CONST. 1.892404SD20-0011

_______EROSION CTRL. STONE CL. A1, EC-1 0.600414SD20-0001

_______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

C0000101001B35

A59

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

_______STEEL PILES 12"403SD20-0006

_______CR REINF. STEEL CL. I SPR. STRUCT. CONST.406SD20-0003

_______REINFORCING STEEL SUBSTRUCT. CONST.406SD20-0006

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

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000101001B35

A59

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

TACK COAT310SD20-0001

ASPHALT CONCRETE TY. IM-19.0D CONST315SD20-0005

ASPHALT CONCRETE TY. SM-9.5D CONST315SD20-0008

ASPHALT CONCRETE BM-25.0315SD20-0010

Determination of Major Items

1C0000101001B35Contract ID:

ltem Description Item

Number

CONCRETE CLASS A3, SUBSTRUCT. CONST.404SD20-0011

PREBORING PILE 24"403SX20-0016

CONC. CL. A4 MOD. LOW SHRINK., SPR. STRUCT. CONST.404SD20-0005

PREST.CONC.BEAM,BULB-T 29" DEPTH +50'-60405SD20-0033

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) 2

CN211-000100-00 POLISHING AGGREGATE IN ASPHALT CONC. R-7-12-16 (SPCN) 4

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

CN512-000100-00 TABLE V-1, ADT GROUPS 7-12-16 (SPCN) 6

CN522-000300-00 PROTECT NESTING BIRDS DURING BRIDGE MAINT. 7-24-20 (SPCN) 6

CN801-000100-00 TRAFFIC SIGNAL AND ITS EQUIPMENT APPROVAL 7-28-25 (SPCN) 6

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

CQ107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY 5-11-22 (SPCN) 7

CQ512-000321-00 CONTRACTOR MAINT. OF TEMP. MARKINGS 6-13-17 (SPCN) 8

PROTECTION OF BAT SPECIES 1-17-18 (SPCN) 8

SANITARY SEWER TIE IN 4-29-26 (SPCN) 8

SANITARY SEWER PIPE HANGER SYSTEM 4-29-26 (SPCN) 8

MANHOLE DOGHOUSE 4-29-26 (SPCN) 9

REMOVE EXISTING MANHOLE 4-29-26 (SPCN) 9

REMOVE COMBINATION CURB AND GUTTER 4-29-26 (SPCN) 9

MATERIAL DISPOSAL 4-29-26 (SPCN) 9

ENVIRONMENTAL AND WORKER PROTECTION 4-29-26 (SPCN) 10

DISMANTLE AND REMOVE EXISTING STRUCTURE 4-29-26 (SPCN) 10

REMOVE SIDEWALK AND ENTRACE 4-29-26 (SPCN) 10

BEDDING MATERIAL AGGREGATE SIZE NO. 25 OR 26 4-10-20 (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 17

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 44

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 50

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 51

*SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1-21/20 52

SP107-001510-05 INTERIM DBE REQUIREMENTS 11-05-25 54

SP107-003100-00 MADE IN THE USA REQUIREMENTS 10-03-25 58

SP108-000110-01 PROG. SCHED. FOR CAT. II PROJECTS 3-21-22 65

*SP109-000100-05 ASPHALT MATERIAL PRICE ADJUSTMENT 7-8-24 83

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 85

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 87

SP109-000130-01 ELECTRONIC OR PRINTED WEIGH TICKETS 3-10-25 92

SP401-000100-01 CLEAR & GRUB BRIDGE APPROACHES 2-28-18 98

SP407-000500-00 SUPERSTRUCTURE ERECTION STABILITY 6-10-22 100

SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 114

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 115

SS109-002020-01 SEC 109 — MEASUREMENT AND PAYMENT 5-1-23 119

SS211-002020-03 SEC 211 – ASPHALT CONCRETE 3-18-24 122

SS220-002020-01 SEC 220 – CONCRETE CURING MATERIALS 8-28-20 127

SS223-002020-02 SEC 223 – STEEL REINFORCEMENT 4-4-23 128

SS234-002020-01 SEC 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 129

SS235-002020-01 SEC 235 – RETROREFLECTORS 5-6-22 130

SS236-002020-01 SEC 236 – WOOD PRODUCTS 5-14-21 131

SS246-002020-02 SEC 246 – PAVEMENT MARKING 5-6-22 135

SS248-002020-02 SEC 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 142

SS305-002020-02 SEC 305 – SUBGRADE AND SHOULDERS 12-20-23 144

TABLE OF CONTENTS FOR PROVISIONS

SS308-002020-01 SEC 308 - SUBBASE COURSE 7-13-21 146

SS309-002020-01 SEC 309 - AGGREGATE BASE COURSE 7-13-21 147

SS315-002020-05 SEC 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 148

SS317-002020-01 SEC 317— STONE MATRIX ASPHALT CONCRETE PLACEMENT 6-21-24 166

SS318-002020-01 SEC 318 — PAVEMENT INTERLAYERS 8-2-23 168

SS319-002020-02 SEC 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 169

SS321-002020-02 SEC 321 – TRENCH WIDENING 5-4-23 173

SS407-002020-02 SEC 407 – STEEL & METAL STRUCT 11-01-22 175

SS411-002020-01 SEC 411 – PROT. COAT. OF METAL 11-01-22 177

SS512-002020-03 SEC 512 – MAINTAINING TRAFFIC 7-1-22 178

SS704-002020-02 SEC 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 191

TEMPORARY SHORING 3-20-26 197

WORK ZONE CONTINUOUS CURBING AND CHANNELIZING SYSTEM 3-20-26 198

PREBORING PILES 3-20-26 200

TRAFFIC SIGNAL HEAD SECTION 12 INCH LED 4-28-26 202

TEMPORARY TRAFFIC SIGNAL MODIFICATION 4-28-26 ERROR! BOOKMARK NOT DEFINED.

TEMPORARY CONSTRUCTION ACCESS 5-1-26 203

CONDUCTOR CABLE 4-29-26 204

SHIELDED OUTDOOR CAT 6 CCTV CABLE 4-29-26 205

GEOSYNTHETIC REINFORCEMENT 5-5-26 206

SANITARY SEWER PVC SLEEVES 5-6-26 209

VERIFYING EXISTING UTILITIES 4-3-26 210

PERMIT PACKAGE 212

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)

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

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

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

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

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

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

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

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

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

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

cn245-000100-01 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.

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

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)

cn512-000100-00 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

7-12-16 (SPCN)

cn522-000300-00 July 24, 2020 (SPCN)

PROTECTION OF NESTING BIRDS DURING BRIDGE MAINTENANCE — If bird nests are found on a bridge included in the Contract, the Contractor shall immediately notify the Engineer and suspend all work in the immediate vicinity of the nests until authorized to continue. The Contractor may proceed with other work activities that do not result in removal of nests or nest contents.

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 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.

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/2020%20Standard%20Specifications/cn522-000300-00.docx

DRUG-FREE WORKPLACE– The Contractor shall:

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

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

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

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

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

7-3-19 (SPCN)

cq107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY

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

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

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

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

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

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

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

5-11-22 (SPCN)

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

6-13-17 (SPCN)

PROTECTION OF BAT SPECIES — If bats are observed roosting on a structure, the Contractor shall immediately notify the Engineer and suspend work in the immediate vicinity of the bats until authorized to continue.

1-17-18 (SPCN)

SANITARY SEWER TIE IN—This work shall consist of construction of a connection to existing sanitary sewer pipes in accordance with Section 520 of the Specifications, and as specified in the Contract, Plans, or as directed by the Engineer. Sanitary Sewer Tie-In will be measured in units of each and paid for at the Contract each price.

Payment will be made under:

Pay Item Pay Unit Sanitary Sewer Tie-In Each

4-29-26 (SPCN)

SANITARY SEWER PIPE HANGER SYSTEM—This work shall consist of including pipe hanger system to install the sanitary sewer system on the proposed bridge in accordance with the Specifications, and as specified in the Contract, Plans, or as directed by the Engineer. Sanitary Sewer Pipe Hanger System will be measured in units of linear feet and paid for at the Contract linear foot price.

Payment will be made under:

Sanitary Sewer Pipe Hanger System Linear Feet

MANHOLE DOGHOUSE—This work shall consist of constructing a doghouse manhole in accordance with Section 302 of the Specifications, and as specified in the Contract, Plans, or as directed by the Engineer.

Manhole Doghouse will be measured in units of linear feet and paid for at the Contract linear foot price.

Payment will be made under:

Manhole Doghouse Linear Foot

REMOVE EXISTING MANHOLE—This work shall consist of removal of existing sanitary sewer manholes in accordance with Section 510 of the Specifications, and as specified in the Contract, Plans, or as directed by the Engineer. Remove Existing Manhole will be measured in units of each and paid for at the Contract price per each.

Payment will be made under:

Remove Existing Manhole Each

REMOVE COMBINATION CURB AND GUTTER—This work shall consist of removal of sidewalk and entrances in accordance with Section 510 of the Specifications , and as specified in the Contract, Plans, or as directed by the Engineer. Remove Sidewalk and Entrance will be measured in units of square yards and will be paid for at the Contract square yard price.

Payment will be made under:

Remove Combination Curb and Gutter Square Yards

MATERIAL DISPOSAL—This work shall be performed in accordance with Section 413 of the Specifications, and as specified in the Contract, Plans, or as directed by the Engineer. Material Disposal will be paid at the Contract lump sum price.

Payment will be made under:

Material Disposal Lump Sum

ENVIRONMENTAL AND WORKER PROTECTION—This work shall be performed in accordance with Section 413 of the Specifications, and as…