ORDER NO.: N67

CONTRACT ID. NO.: C0000115403C01C

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

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 40

FHWA NUMBER: STP-067-4(037)

PROJECT NUMBER: 0040-067-738, C501

COUNTY: NOTTOWAY

DISTRICT: RICHMOND

DESCRIPTION: SMART SCALE - ROUNDABOUT

FROM:

TO:

0.046 MI. W. OF RTE. 750

0.063 MI. E. OF RTE. 750

DATE BID SUBMITTED: 10:00 AM WEDNESDAY, JULY 22, 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: 0040-067-738, 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.

0040-067-738, C501

CONTRACT I.D.

NO.

C0000115403C01C

FHWA NO. STP-067-4(037)

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

TERMS OF THE PROPOSAL\CONTRACT

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

PROJECT NUMBER: 0040-067-738, C501

ROUTE NUMBER: 40

FHWA NUMBER: STP-067-4(037)

DESCRIPTION: SMART SCALE - ROUNDABOUT

FROM:

TO:

0.046 MI. W. OF RTE. 750

0.063 MI. E. OF RTE. 750

DISTRICT: RICHMOND COUNTY: NOTTOWAY

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: MAY 5, 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 06/05/2026Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000115403C01C 0040-067-738, C501

Order No.: N67

Oversight/State Project No.:

Federal Project No.: STP-067-4(037)

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 301SD20-0001

CLEARING AND GRUBBING LUMP SUM _________._____LUMP SUM

0020 302SD20-0001

BEDDING MATL.AGGR.NO. 25

OR 26

TON

567.000

ATTD

0030 302SD20-0013

ENDWALL EW-12 EA

2.000

0040 302SD20-0025

15" CONC. PIPE LF

945.000

0050 302SD20-0143

45" X 29" ELLIPTICAL CONC.

PIPE

LF

65.000

0060 302SD20-0198

15" END SECTION ES-1 OR 2 EA

2.000

0070 302SD20-0225

45" X 29" END SECTION ES-1A EA

2.000

0080 302SD20-0241

DROP INLET DI-2B,L=4' EA

1.000

0090 302SD20-0242

DROP INLET DI-2B,L=6' EA

1.000

0100 302SD20-0309

DROP INLET DI-3A EA

1.000

0110 302SD20-0311

DROP INLET DI-3B,L=4' EA

7.000

0120 302SD20-0312

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

1.000

0130 302SD20-0320

DROP INLET DI-3BB,L=4' EA

2.000

0140 302SD20-0329

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

3.000

Schedule of Items Page: 3

Proposal ID: C0000115403C01C 0040-067-738, C501

Order No.: N67

Oversight/State Project No.:

Federal Project No.: STP-067-4(037)

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 302SD20-0448

DROP INLET DI-7A EA

1.000

0160 302SX20-0013

PIPE 15" TEMP CONC PIPE LF

32.000

0170 302SX20-0022

DRAINAGE 15" INLET CAP EA

17.000

0180 302SX20-0022

DRAINAGE 15" PIPE TEMP.

PLUG

EA

3.000

0190 302SX20-0022

DRAINAGE 45"X29" TEMP

PLUG

EA

1.000

0200 303SD20-0001

REGULAR EXCAVATION CY

1,962.000

0210 303SD20-0007

BORROW EXCAVATION CY

5,919.000

0220 303SD20-0023

CHECK DAM ROCK TY. II EA

7.000

0230 303SD20-0024

CHECK DAM SEDIMENT

RETENTION ROLL 18"

EA

20.000

0240 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

513.100

0250 303SD20-0030

INLET PROTECTION TYPE A EA

1.000

0260 303SD20-0031

INLET PROTECTION TYPE B EA

15.000

0270 303SD20-0034

TEMP. SILT FENCE TYPE A LF

2,191.000

Schedule of Items Page: 4

Proposal ID: C0000115403C01C 0040-067-738, C501

Order No.: N67

Oversight/State Project No.:

Federal Project No.: STP-067-4(037)

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 305SD20-0005

SELECT MATL. TY. I MIN. CBR-

TON

565.000

0290 305SD20-0009

GEOTEXTILE SUBGRADE

STAB.

SY

811.000

0300 308SD20-0012

AGGR. BASE MATL. TY. I NO.

21B

TON

2,076.000

0310 315SD20-0002

ASPHALT CONCRETE TY. SM-

12.5D CONST

TON

207.000

0320 315SD20-0003

ASPHALT CONCRETE TY. SM-

12.5E CONST

TON

434.000

0330 315SD20-0005

ASPHALT CONCRETE TY. IM-

19.0D CONST

TON

511.000

0340 315SD20-0006

ASPHALT CONCRETE TY. IM-

19.0E CONST

TON

547.000

0350 315SD20-0011

ASPHALT CONCRETE TY. BM-

25.0D CONST

TON

1,293.000

0360 315SX20-0011

SAW-CUT ASPH CONC FULL

DEPTH

LF

1,584.000

ATTD

0370 316SX20-0009

HYDRAULIC CEM. CONC. 10"

JOINTED REINFORCED

SY

546.000

0380 414SD20-0001

EROSION CTRL. STONE CL.

A1, EC-1

TON

19.360

0390 414SD20-0005

EROSION CTRL. STONE CL.

II, EC-1

TON

131.800

Schedule of Items Page: 5

Proposal ID: C0000115403C01C 0040-067-738, C501

Order No.: N67

Oversight/State Project No.:

Federal Project No.: STP-067-4(037)

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 414SD20-0055

DRY RIPRAP CL. A1 20" TON

20.110

0410 501SD20-0002

UNDERDRAIN UD-2 LF

264.000

0420 501SD20-0004

UNDERDRAIN UD-4 LF

1,851.000

0430 501SD20-0007

CROSSDRAIN CD-2 LF

94.000

0440 501SD20-0009

OUTLET PIPE LF

190.000

0450 502SD20-0012

CURB, RADIAL CG-2 LF

271.000

0460 502SD20-0015

CURB, RADIAL CG-3 MOD. LF

371.000

0470 502SD20-0022

COMB. CURB & GUTTER,

STD. CG-6

LF

1,039.000

0480 502SD20-0023

COMB. CURB & GUTTER,

RAD. CG-6

LF

1,042.000

0490 502SD20-0053

MEDIAN STRIP MS-1 SY

283.000

0500 508SD20-0001

OBSCURING ROADWAY UNIT

3.000

0510 508SD20-0002

DEMO. OF PVMT.

COMBINATION

SY

1,995.000

0520 508SD20-0004

DEMO. OF PAVEMENT

FLEXIBLE

SY

2,627.000

0530 509SD20-0001

FLOWABLE BACKFILL CY

4.000

Schedule of Items Page: 6

Proposal ID: C0000115403C01C 0040-067-738, C501

Order No.: N67

Oversight/State Project No.:

Federal Project No.: STP-067-4(037)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0540 510SD20-0038

ADJUST EXIST. VALVE & BOX EA

2.000

0550 510SD20-0043

ADJ.EXIST.WATER MANHOLE

FRAME & COVE

EA

1.000

0560 510SX20-0040

REMOVE EXIST. REMOVE

EXISTING FLASHER

EA

1.000

0570 511SD20-0001

ALLAYING DUST HR

200.000

0580 512SD20-0014

TEMPORARY SIGN SF

607.000

0590 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

3,360.000

0600 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

21,956.000

0610 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

672.000

0620 512SD20-0027

FLAGGER SERVICE HR

5,280.000

0630 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

10,212.000

0640 512SD20-0043

ERADICATE NONLINEAR

PVMT MRKG

SF

227.000

0650 512SD20-0051

TEMP. PVMT. SYMB. MRKG

THRU ARROW TY. A

EA

1.000

Schedule of Items Page: 7

Proposal ID: C0000115403C01C 0040-067-738, C501

Order No.: N67

Oversight/State Project No.:

Federal Project No.: STP-067-4(037)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0660 512SD20-0052

TEMP. PVMT. SYMB. MRKG

SNGL TURN ARROW TY. A

EA

2.000

0670 512SD20-0053

TEMP. PVMT. SYMB. MRKG

R/R CROSSING TY. A

EA

2.000

0680 512SD20-0061

TEMP. PVMT MRKG TY. D, CL.

III, 4" WHITE

LF

2,768.000

0690 512SD20-0061

TEMP. PVMT MRKG TY. D, CL.

III, 4" YELLOW

LF

3,374.000

0700 512SD20-0063

TEMP. PVMT MRKG TY. D, CL.

III, 8" WHITE

LF

2,006.000

0710 512SP20-0001

PORTABLE TEMPORARY

RUMBLE STRIP ARRAY

DAY

960.000

ATTD

0720 512SX20-0006

TEMP. PVMT MRKG TY. D CL.

III WHITE YIELD (1'X1.5')

EA

32.000

0730 512SX20-0006

TEMP. PVMT MRKG TY. D CL.

III WHITE YIELD (2'X3')

EA

24.000

0740 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

0750 514SD20-0001

FIELD OFFICE TY.I MO

16.000

0760 515SD20-0004

FLEXIBLE PAVE.PLANING 0"-

2"

SY

603.000

0770 515SD20-0014

FLEXIBLE PAVEMENT

PLANING ABOVE 2"-4"

SY

147.000

Schedule of Items Page: 8

Proposal ID: C0000115403C01C 0040-067-738, C501

Order No.: N67

Oversight/State Project No.:

Federal Project No.: STP-067-4(037)

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.

0780 515SD20-0015

FLEXIBLE PAVEMENT

PLANING ABOVE 4"

SY

482.000

0790 517SD20-0001

CONSTRUCTION SURVEYING

CONSTR.

LUMP SUM _________._____LUMP SUM

0800 520SD20-0014

6" DI WATER MAIN LF

14.000

0810 520SD20-0017

10" WATER MAIN LF

381.000

0820 520SD20-0020

12" DI WATER MAIN LF

135.000

0830 520SD20-0089

6" GATE VALVE & BOX EA

2.000

0840 520SD20-0091

10" GATE VALVE & BOX EA

2.000

0850 520SD20-0092

12" GATE VALVE & BOX EA

1.000

0860 520SD20-0162

FIRE HYDRANT EA

2.000

0870 520SD20-0299

24" STEEL JACKED

ENCASEMENT PIPE

LF

59.000

0880 522SX20-0006

ENVIR. PROTECTION

TRANSPORTATION &

DISPOSAL OF

CONTAMINATED

GROUNDWATER

GAL

5,000.000

ATTD

0890 522SX20-0007

ENVIR. PROTECTION MGT

CONTAMINATED

GROUNDWATER (ONSITE)

LUMP SUM _________._____LUMP SUM

ATTD

Schedule of Items Page: 9

Proposal ID: C0000115403C01C 0040-067-738, C501

Order No.: N67

Oversight/State Project No.:

Federal Project No.: STP-067-4(037)

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 522SX20-0007

ENVIR. PROTECTION MGT OF

CONTAMINATED SOIL

(ONSITE)

LUMP SUM _________._____LUMP SUM

ATTD

0910 522SX20-0008

ENVIR. PROTECTION

TRANSPORTATION &

DISPOSAL OF

CONTAMINATED SOIL

TON

560.000

ATTD

0920 602SD20-0003

TOPSOIL CLASS B 2" ACRE

1.220

0930 603SD20-0002

TEMPORARY SEED LB

122.000

0940 603SD20-0003

REGULAR SEED LB

328.000

0950 603SD20-0004

OVERSEEDING LB

262.000

0960 603SD20-0005

LEGUME SEED LB

15.000

0970 603SD20-0006

LEGUME OVERSEEDING LB

12.000

0980 603SD20-0008

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 2

SY

7,381.000

0990 603SD20-0009

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 3

SY

5,905.000

1000 603SD20-0014

FERTILIZER NITROGEN - N LB

122.000

1010 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

85.000

Schedule of Items Page: 10

Proposal ID: C0000115403C01C 0040-067-738, C501

Order No.: N67

Oversight/State Project No.:

Federal Project No.: STP-067-4(037)

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.

1020 603SD20-0016

FERTILIZER POTASSIUM - K LB

85.000

1030 603SD20-0017

LIME TON

6.710

1040 605SX20-0014

LANDSCAPE ORGANIC

BACKFILL HARDWOOD BARK

MULCH

CY

32.000

ATTD

1050 605SX20-0014

LANDSCAPE RIVER JACKS

STONE (3-5" DIAMETER)

CY

50.000

ATTD

1060 605SX20-0019

TREE 'NELLIE R. STEVENS'

HOLLY

EA

7.000

1070 605SX20-0020

SHRUB 'OYYO LUYKEN'

CHERRYLAUREL

EA

58.000

1080 605SX20-0021

HERB 'HAPPY RETURNS'

DAYLILY

EA

280.000

1090 605SX20-0021

HERB 'PARDON ME' DAYLILY EA

280.000

1100 605SX20-0021

HERB 'PETITE DELIGHT' BEE

BALM

EA

140.000

1110 605SX20-0021

HERB 'POW WOW WHITE'

CONEFLOWER

EA

140.000

1120 606SD20-0001

ROLLED EROSION CTRL

PRODUCT EC-2 TYPE 1

SY

277.100

1130 606SD20-0005

ROLLED EROSION CTRL

PRODUCT EC-3 TYPE 1

SY

169.500

Schedule of Items Page: 11

Proposal ID: C0000115403C01C 0040-067-738, C501

Order No.: N67

Oversight/State Project No.:

Federal Project No.: STP-067-4(037)

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.

1140 608SD20-0001

MOWING HR

40.000

1150 700SD20-0003

REMOVE EXISTING 1 POST

SIGN STRUCTURE

EA

20.000

1160 700SD20-0004

REMOVE EXISTING 2 POST

SIGN STRUCTURE

EA

1.000

1170 700SD20-0012

RELOCATE EX. 1 POST GRND

MOUNT SGN PANEL

EA

2.000

1180 700SD20-0034

SIGN POST STP-1, 2", 14

GAUGE

LF

298.000

1190 700SD20-0035

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

GAUGE

LF

58.000

1200 700SD20-0036

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

GAUGE

LF

213.000

1210 700SD20-0037

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

GAUGE

LF

85.000

1220 700SD20-0038

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

29.000

1230 700SD20-0039

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

14.000

1240 700SD20-0144

8 CONDUCTOR CABLE LF

2,420.000

1250 700SD20-0148

8 CONDUCTOR CABLE EGC LF

920.000

1260 700SD20-0149

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

8.000

Schedule of Items Page: 12

Proposal ID: C0000115403C01C 0040-067-738, C501

Order No.: N67

Oversight/State Project No.:

Federal Project No.: STP-067-4(037)

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 700SD20-0156

LIGHTING POLE LP-2 TYPE D EA

8.000

1280 700SD20-0174

ELECTRICAL SERVICE WORK

PAD

EA

1.000

1290 700SD20-0178

JUNCTION BOX JB-S2 EA

6.000

1300 700SD20-0181

ELECT. SER. GRD.

ELECTRODE 10'

EA

5.000

1310 700SD20-0192

BORED CONDUIT 3" LF

215.000

1320 700SD20-0194

CONDUIT PVC 2" LF

705.000

1330 700SD20-0197

TRENCH EXCAVATION ECI-1 LF

705.000

1340 700SX20-0014

LIGHTING ELECTRICAL

SERVICE SE-5 (RDTO)

LUMP SUM _________._____LUMP SUM

ATTD

1350 700SX20-0021

TRAFFIC SIGN HISTORICAL

MARKER POST &

FOUNDATION

EA

1.000

ATTD

1360 701SD20-0001

SIGN PANEL SF

402.000

1370 704SD20-0006

TYPE B CLASS I PVMT LINE

MRKG 4"

LF

3,075.000

1380 704SD20-0008

TYPE B CLASS I PVMT LINE

MRKG 8"

LF

45.000

1390 704SD20-0015

TYPE B CLASS II PVMT LINE

MRKG 24"

LF

105.000

Schedule of Items Page: 13

Proposal ID: C0000115403C01C 0040-067-738, C501

Order No.: N67

Oversight/State Project No.:

Federal Project No.: STP-067-4(037)

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.

1400 704SD20-0087

PVMT SYMB MRKG YIELD 2' X

3' TY B, CL II

EA

20.000

1410 704SD20-0090

PVMT SYMB MRKG R/R

CROSSING TY B CL II

EA

1.000

1420 705SD20-0003

CONTROL CENTER CCW-1

TYPE C

EA

1.000

1430 705SX20-0001

LUMINAIRE 49W LED POLE-

MOUNT

EA

8.000

ATTD

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000115403C01C

N67

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

_______SELECT MATL. TY. I MIN. CBR-30 0.600305SD20-0005

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

_______ASPHALT CONCRETE TY. SM-12.5D CONST 3.500315SD20-0002

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

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

_______ASPHALT CONCRETE TY. IM-19.0E CONST 4.000315SD20-0006

_______ASPHALT CONCRETE TY. BM-25.0D CONST 3.500315SD20-0011

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

_______EROSION CTRL. STONE CL. II, EC-1 0.600414SD20-0005

_______DEMO. OF PVMT. COMBINATION 0.200508SD20-0002

_______DEMO. OF PAVEMENT FLEXIBLE 0.200508SD20-0004

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

_______FLEXIBLE PAVEMENT PLANING ABOVE 2"-4" 0.160515SD20-0014

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Steel Price Adjustment

C0000115403C01C

N67

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

_______24" STEEL JACKED ENCASEMENT PIPE520SD20-0299

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

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

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

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

_______LIGHTING POLE LP-2 TYPE D700SD20-0156

_______TRAFFIC SIGN HISTORICAL MARKER POST &

FOUNDATION

700SX20-0021

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000115403C01C

N67

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

ASPHALT CONCRETE TY. SM-12.5D CONST315SD20-0002

ASPHALT CONCRETE TY. SM-12.5E CONST315SD20-0003

ASPHALT CONCRETE TY. IM-19.0D CONST315SD20-0005

ASPHALT CONCRETE TY. IM-19.0E CONST315SD20-0006

ASPHALT CONCRETE TY. BM-25.0D CONST315SD20-0011

Determination of Major Items

1C0000115403C01CContract ID:

ltem Description Item

Number

BORROW EXCAVATION303SD20-0007

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

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

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

CN105-000140-00 SEC 105.14—MAINTENANCE DURING CONSTRUCTION 12-20-24 (SPCN) 2

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

CN512-000130-00 TEMPORARY CONTRAST MARKINGS 2-26-19 (SPCN) 5

CN512-000310-00 POLICE PATROLS R-7-12-16 (SPCN) 6

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

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

CQ512-000321-00 CONTRACTOR MAINT. OF TEMP. MARKINGS 6-13-17 (SPCN) 9

VERIFY EXISTING UNDERGROUND UTILITIES 5/28/25 9

PROTECTION OF EXISTING UTILITIES AND TEMPORARY SUPPORTS 5/28/25 9

MULTIPLE MOBILIZATIONS 5/28/25 9

ABANDONMENT OR REMOVAL OF EXIST. WATER AND SANITARY SEWER FACILITIES 5/28/25 9

PLAN CALL-OUTS 5/28/25 9

SUBSIDIARY OBLIGATIONS 5/28/25 9

ROCK BLASTING 5/28/25 10

TEMPORARY PIPING 5/28/25 10

JOINT RESTRAINING SYSTEM 5/28/25 10

UNDERGROUND WARNING TAPE 5/28/25 10

TRACER WIRE 5/28/25 10

LIGHTING ELECTRICAL SERVICE SE-5 12/9/25(SPCN) 11

RIVER JACK STONE 12/9/25(SPCN) 11

SECTION 605 – PLANTING 4/20/26 (SPCN) 12

BEDDING MATERIAL AGGREGATE SIZE NO. 25 OR 26 4-9-26 (SPCN) 12

TRAFFIC SIGN HISTORICAL MARKER POST AND FOUNDATION 4/16/26 (SPCN) 13

SP0F0-000100-00 PREDETERMINED MIN. WAGE RATES R-7-12-16 14

SP0F0-000130-02 FHWA 1273—REQ. PROVISIONS, FED-AID 10-3-23 18

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 45

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 51

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 52

*SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1-21/20 53

SP107-001510-06 INTERIM DBE REQUIREMENTS 1-26-26 55

SP107-003100-00 MADE IN THE USA REQUIREMENTS 10-03-25 59

SP108-000100-01 PROG. SCHED. FOR CAT. I PROJECTS 3-21-22 66

*SP109-000100-05 ASPHALT MATERIAL PRICE ADJUSTMENT 7-8-24 81

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 83

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 85

SP109-000130-01 ELECTRONIC OR PRINTED WEIGH TICKETS 3-10-25 90

SP302-000120-00 JACK AND BORE 10-27-16 96

*SP512-000130-00 EMPLOYMENT OF PTRS 1-24-19 101

SP522-000130-02 TREE REMOVAL TIME OF YEAR RESTRICTION 6-6-22 103

*SP705-000100-00 LED LUMINAIRES 7-27-18 104

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 111

SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 113

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 114

SS109-002020-01 SEC 109 — MEASUREMENT AND PAYMENT 5-1-23 118

SS211-002020-03 SEC 211 – ASPHALT CONCRETE 3-18-24 121

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

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

TABLE OF CONTENTS FOR PROVISIONS

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 3-18-24 143

SS305-002020-02 SEC 305 – SUBGRADE AND SHOULDERS 12-20-23 145

SS308-002020-01 SEC 308 - SUBBASE COURSE 7-13-21 147

SS309-002020-01 SEC 309 - AGGREGATE BASE COURSE 7-13-21 148

SS315-002020-05 SEC 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 149

SS317-002020-01 SEC 317— STONE MATRIX ASPHALT CONCRETE PLACEMENT 6-21-24 168

SS318-002020-01 SEC 318 — PAVEMENT INTERLAYERS 8-2-23 170

SS319-002020-02 SEC 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 171

SS321-002020-02 SEC 321 – TRENCH WIDENING 5-4-23 175

SS407-002020-02 SEC 407 – STEEL & METAL STRUCT 11-01-22 177

SS411-002020-01 SEC 411 – PROT. COAT. OF METAL 11-01-22 179

SS512-002020-03 SEC 512 – MAINTAINING TRAFFIC 7-1-22 180

SS704-002020-02 SEC 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 193

MANAGEMENT OF PETROLEUM AND CHROMIUM CONTAMINATED SOIL 10/17/25 199

MANAGEMENT LOW-LEVEL PFAS-CONTAMINATED GROUNDWATER 8/12/25 202

PERMIT 204

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.

cn105-000140-00 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 cn512-000130-00 February 26, 2019 (SPCN)

TEMPORARY CONTRAST MARKINGS – Type D, Class III contrast pavement markings shall be used for all longitudinal temporary pavement markings on bridge decks and hydraulic cement concrete riding surfaces if all of the following are met:

• The road has a speed limit of 45 MPH or greater.

• The hydraulic cement concrete riding surface in question is at least 300 feet in length.

• The temporary markings are planned for at least 15 days of use.

Type D, Class III contrast markings are not required for any markings that are parallel to and within two feet of existing guardrail or other longitudinal barrier.

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/cn512-000130-00.docx 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.

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

VERIFY EXISTING UNDERGROUND UTILITIES

All costs associated with locating additional underground utility shall be incidental to the proposed utility work. No separate payment will be made.

5-28-25 (SPCN)

PROTECTION OF EXISTING UTILITIES AND TEMPORARY SUPPORTS

Temporary support and/or facilities, including materials, labor and equipment needed to complete the work as defined on the plans, are considered incidental to construction at no additional cost to the project.

MULTIPLE MOBILIZATIONS

The costs related to multiple mobilizations and any temporary tie-ins and associated materials or appurtenances due to sequencing shall be included in the unit price bid for supplying and installing water or sewer mains.

ABANDONMENT OR REMOVAL OF EXISTING WATER AND SANITARY SEWER FACILITIES

The Contractor shall cut, cap, and remove any abandoned water main having less than 2 feet of finished cover remaining over the pipe. All costs for abandonment or removal of any existing water and sanitary sewer facilities shall be incidental to the associated pay items, No separate payment will be made for these activities. Abandonment of pipe, and valve including the installation of plug, cap, removal of operating nut, casting, backfill, necessary surface restoration etc. shall be considered incidental to construction and shall be included in the Contract unit price of the proposed water main.

PLAN CALL-OUTS

Notes on plan sheets that are not within a box are intended to clarify the required construction and shall be included in the Contract unit price for the associated pay item. No separate payment will be made for these items.

SUBSIDIARY OBLIGATIONS

All items of material, labor, supplies or equipment that are not specifically enumerated for payment as separate items, but which are required to complete the work as shown on the drawings and as described in the specifications are considered subsidiary obligations of the contractor. No separate measurements or payment will be made for them. (note removed from plans)

ROCK BLASTING

The costs for any blasting of rock or rock excavation shall be included in the unit price bid for the associated utility. No separate payment will be made.5-28-25 (SPCN)

TEMPORARY PIPING The costs for providing, installing, operating, and removing any temporary piping required to maintain continuous water service during water main construction or Tie-Ins, shall be included in the Contract unit price bid for the proposed water main. No separate payment will be made.

JOINT RESTRAINING SYSTEM -All costs for joint restraining systems, including joint restraining systems for existing water main, shall be incidental to the cost of the proposed water main. No separate payment will be made.

5-28-25 (SPCN)

UNDERGROUND WARNING TAPE- All costs for providing and installing underground warning tape shall be included in the Contract unit price bid for water main. No separate payment will be made.

TRACER WIRE- All costs for providing, installing and testing the tracer wire shall be included in the Contract unit price bid for water main or water service line.

LIGHTING ELECTRICAL SERVICE SE-5- This work shall consist of installing electrical services in accordance with Section 700 of the Specifications and as modified on the plan details or as directed by the

Engineer.

Modified SE-5 electrical service will be measured and will be paid for at the contract unit price per Lump

Sum( LS) for the standard specified as modified by the plan details. This price shall include service poles, safety switches or breaker boxes, lighting control center, service entrance conductor cables from the utility company’s service box, conductors to the lighting control center, safety switch and circuit breaker box, conduits and fittings on poles and steel supports, conduit straps or clamps, meter base, service entrance heads, thimble-eye bolts, steel supports, wire-way, junction boxes for grounding electrodes and utility service, excavation, pickup and installation of meter base and current transformer cabinet, concrete for foundation, coordination with the local electric utility company, and anchor bolts, washers, nuts when required.

Payment will be made under:

Pay Item Pay Unit

LIGHTING ELECTRICAL SERVICE SE-5 LS

12/9/2025(SPCN)

RIVER JACK STONE

River jack stone shall be naturally rounded, smooth, hard, durable, and free of dirt, clay, organic matter, and other deleterious material. Stone size shall range from 3 inches minimum to 5 inches maximum across the widest dimension. Place stone on Type I geotextile fabric in accordance with Section 245, unless otherwise shown on the plans. Install stone to the thickness, limits, and elevations indicated on the plans.

Measurement and Payment:

River jack stone will be measured in place in units of cubic yards and paid for at the contract unit price per cubic yard. This price shall include furnishing, hauling, placing, shaping, providing geotextile fabric, and all labor, equipment, and incidentals necessary to complete the work.

Payment will be made under:

Pay Item Pay Unit

River Jack Stone (3"–5") CY

12/9/2025(SPCN)

SECTION 605 – PLANTING of the Specifications is amended as follows:

Section 605.04(q) – Planting is amended to include the following:

The mulching material for this project shall be Brown Shredded Hardwood Bark Mulch. The Landscape Contractor shall provide a mulch sample (approximately 1/3 cubic yard or one contractor’s wheelbarrow load) on-site and spread to a 2.5 to 3-inch depth in a location approved by the VDOT Landscape Architect and approval prior to any mulch load delivery to the project site.

Mulch shall not be placed against the stems of perennials or ornamental grasses.

Payment will be made under:

Organic Backfill Hardwood Bark Mulch CY

4-20-2026 (SPCN)

BEDD…