ORDER NO.: A74

CONTRACT ID. NO.: C0000115512C01

Form C-6a

Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 612

FHWA NUMBER: STP-5B03-(662)

PROJECT NUMBER: U000-047-729,B603, C501

COUNTY: JAMES CITY

DISTRICT: HAMPTON ROADS

DESCRIPTION: SMART SCALE - SHARED USE PATH

FROM:

TO:

MM 3.37 LANE PLACE DRIVE

MM 2.78 CHARING CROSS

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

Form C-118 Rev. 2-1-24

COMMONWEALTH OF VIRGINIA

NOTICE TO BIDDERS

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

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

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

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

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

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

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

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

Form C-24

Rev. 7-6-05

PROPOSAL GUARANTY

KNOW ALL MEN BY THESE PRESENTS, THAT WE _______________________________________ as principal, and ________________________________________ Surety, are held and firmly bound unto the Commonwealth of Virginia as obligee, in the amount of FIVE PERCENT OF THE DOLLAR VALUE OF THE BID, lawful money of the United States of America, for the payment of which, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally and firmly by these presents.

SIGNED, sealed and dated this Day of , 20

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

PROJECT NUMBER: U000-047-729,B603, 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.

U000-047-729,B603, C501

CONTRACT I.D.

NO.

C0000115512C01

FHWA NO. STP-5B03-(662)

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, JULY 22, 2026

PROJECT NUMBER: U000-047-729,B603, C501

ROUTE NUMBER: 612

FHWA NUMBER: STP-5B03-(662)

DESCRIPTION: SMART SCALE - SHARED USE PATH

FROM:

TO:

MM 3.37 LANE PLACE DRIVE

MM 2.78 CHARING CROSS

DISTRICT: HAMPTON ROADS COUNTY: JAMES CITY

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: C0000115512C01 U000-047-729,B603, C501

Order No.: A74

Oversight/State Project No.:

Federal Project No.: STP-5B03-(662)

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 301SD20-0002

CLEARING AND GRUBBING ACRE

0.300

0020 302SD20-0013

ENDWALL EW-12 EA

1.000

0030 302SD20-0027

15" STORM SEWER PIPE LF

17.000

0040 302SD20-0032

18" STORM SEWER PIPE LF

15.000

0050 302SD20-0041

24" STORM SEWER PIPE LF

33.000

0060 302SD20-0239

DROP INLET DI-2A EA

1.000

0070 302SD20-0242

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

3.000

0080 302SD20-0264

DROP INLET DI-2C,L=16' EA

1.000

0090 302SD20-0316

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

3.000

0100 302SD20-0387

DROP INLET DI-4B,L=14' EA

1.000

0110 302SD20-0662

MANHOLE MH-1 OR 2 LF

8.000

0120 302SD20-0663

FRAME & COVER MH-1 EA

6.000

0130 303SD20-0001

REGULAR EXCAVATION CY

1,473.000

0140 303SD20-0023

CHECK DAM ROCK TY. II EA

15.000

Schedule of Items Page: 3

Proposal ID: C0000115512C01 U000-047-729,B603, C501

Order No.: A74

Oversight/State Project No.:

Federal Project No.: STP-5B03-(662)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0150 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

1,082.000

0160 303SD20-0031

INLET PROTECTION TYPE B EA

35.000

0170 303SD20-0032

GEOTEXTILE FABRIC SY

654.000

0180 303SD20-0033

TEMP. SILT FENCE TYPE B LF

2,732.000

0190 303SD20-0034

TEMP. SILT FENCE TYPE A LF

1,729.000

0200 303SX20-0006

BORROW EXCAVATION CBR-

CY

719.000

0210 303SX20-0008

GEOTEXTILE

GEOMEMBRANE

IMPERVIOUS BARRIER

SY

343.000

ATTD

0220 303SX20-0012

UTILITY TEST PIT UNPAVED EA

2.000

ATTD

0230 305SX20-0002

AGGR. MATL NO.78

DRAINAGE STONE

TON

230.000

ATTD

0240 308SD20-0012

AGGR. BASE MATL. TY. I NO.

21B

TON

1,226.000

0250 315SD20-0004

ASPHALT CONCRETE TY. IM-

19.0A CONST

TON

57.000

0260 315SD20-0007

ASPHALT CONCRETE TY. SM-

9.5A CONST

TON

651.000

0270 315SD20-0010

ASPHALT CONCRETE BM-25.0 TON

131.000

Schedule of Items Page: 4

Proposal ID: C0000115512C01 U000-047-729,B603, C501

Order No.: A74

Oversight/State Project No.:

Federal Project No.: STP-5B03-(662)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0280 315SD20-0104

SAW-CUT ASPHALT

CONCRETE FULL DEPTH

LF

3,625.000

0290 402SD20-0001

SHEET PILES STEEL SF

12,488.000

0300 404SD20-0005

CONC. CL. A4 MOD. LOW

SHRINK., SPR. STRUCT.

CONST.

CY

21.100

0310 404SD20-0010

COVER DEPTH SURVEY

CONST.

SY

82.700

0320 404SD20-0016

CONCRETE CLASS A4, SPR.

STRUCT. MAINT.

CY

76.000

0330 406SD20-0003

CR REINF. STEEL CL. I SPR.

STRUCT. CONST.

LB

17,180.000

0340 410SD20-0012

RAILING CPSR 3 RAIL CONST. LF

374.000

0350 410SX20-0017

BRIDGE INCIDENTALS LEAD

TESTING

EA

1.000

0360 411SX20-0005

ENV. PROT. & HEALTH &

SAFETY VIRGINIA STR. NO.

LUMP SUM _________._____LUMP SUM

0370 411SX20-0006

DISPOSAL OF MATERIAL STR.

NO. 6036 - LEAD REMOVAL

LUMP SUM _________._____LUMP SUM

0380 412SX20-0013

BR.SUPERSTR. WID./REPAIR

BR. SUPERSTR. WID./REPAIR

TEMPORARY SHORING

LUMP SUM _________._____LUMP SUM

ATTD

Schedule of Items Page: 5

Proposal ID: C0000115512C01 U000-047-729,B603, C501

Order No.: A74

Oversight/State Project No.:

Federal Project No.: STP-5B03-(662)

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 413SX20-0005

REM. PORT.OF EX.STR. REM.

PORT.OF EX.STR.

LUMP SUM _________._____LUMP SUM

0400 414SD20-0001

EROSION CTRL. STONE CL.

A1, EC-1

TON

1.100

0410 414SD20-0007

DRY RIPRAP CL. AI SY

325.000

0420 421SD20-0001

ELASTOMERIC EXPANS. DAM

0" TO 2" SPRSTR CONST

LF

110.000

0430 425SD20-0009

PLACE LATEX MODIFIED

CONCRETE OVERLAY

SY

232.000

0440 425SD20-0022

TYPE A HYDRO-DEMOLITION

1/2"

SY

253.000

0450 501SD20-0004

UNDERDRAIN UD-4 LF

1,539.000

0460 501SD20-0009

OUTLET PIPE LF

45.000

0470 502SD20-0014

CURB, STD. CG-3 LF

537.000

0480 502SD20-0024

COMB. CURB & GUTTER,

STD. CG-7

LF

1,778.000

0490 502SD20-0025

COMB. CURB & GUTTER,

RAD. CG-7

LF

223.000

0500 502SD20-0053

MEDIAN STRIP MS-1 SY

4.000

0510 502SX20-0006

PAVED DITCH FLEXIBLE MAT

CONCRETE

SY

52.000

Schedule of Items Page: 6

Proposal ID: C0000115512C01 U000-047-729,B603, C501

Order No.: A74

Oversight/State Project No.:

Federal Project No.: STP-5B03-(662)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0520 504SD20-0002

CG-12 DETECTABLE

WARNING SURFACE

SY

12.000

0530 504SD20-0003

HYDR. CEMENT CONC.

SIDEWALK 4"

SY

6.000

0540 504SD20-0004

HYDR. CEMENT CONC.

SIDEWALK 7"

SY

74.000

0550 504SD20-0010

CONCRETE CLASS A-3 MISC CY

9.000

0560 504SX20-0003

HANDRAIL HR-1 TY. III

(BLACK-POWDER COATED)

LF

155.000

ATTD

0570 505SD20-0009

REMOVE EX. GUARDRAIL

TERMINAL

EA

1.000

0580 505SD20-0011

GUARDRAIL GR-MGS1 LF

189.000

0590 505SD20-0017

GUARDRAIL TERMINAL GR-

MGS2

EA

1.000

0600 505SD20-0018

GUARDRAIL END

ANCHORAGE GR-MGS3

EA

2.000

0610 505SD20-0019

GUARDRAIL HEIGHT

TRANSITION GR-MGS4

EA

2.000

0620 505SD20-0055

FIXED OBJECT ATTACH. GR-

FOA-5

EA

1.000

0630 505SD20-0073

REMOVE EXISTING

GUARDRAIL

LF

1,102.000

Schedule of Items Page: 7

Proposal ID: C0000115512C01 U000-047-729,B603, C501

Order No.: A74

Oversight/State Project No.:

Federal Project No.: STP-5B03-(662)

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 507SX20-0013

FENCE FE-CL (CHAIN LINK

BLACK VINYL)

LF

479.000

ATTD

0650 507SX20-0013

FENCE TEMP. ORANGE

SAFETY FENCE

LF

103.000

0660 508SD20-0004

DEMO. OF PAVEMENT

FLEXIBLE

SY

2,360.000

0670 509SD20-0001

FLOWABLE BACKFILL CY

72.500

0680 510SX20-0001

REMOVE SIDEWALK AND

ENTRANCE

SY

17.000

ATTD

0690 510SX20-0002

REMOVE COMB. CURB AND

GUTTER

LF

1,996.000

ATTD

0700 510SX20-0026

REMOVE EXIST. DROP INLET

REMOVE EXISTING DROP

INLET

EA

3.000

0710 510SX20-0031

MODIFY EXIST. CONTROLLER

CABINET

EA

1.000

ATTD

0720 510SX20-0031

MODIFY EXIST. MODIFY

EXISTING DROP INLET

EA

3.000

0730 510SX20-0031

MODIFY EXIST. MODIFY

EXISTING MANHOLE

EA

1.000

0740 510SX20-0031

MODIFY EXIST. MODIFY TO

MANHOLE

EA

4.000

Schedule of Items Page: 8

Proposal ID: C0000115512C01 U000-047-729,B603, C501

Order No.: A74

Oversight/State Project No.:

Federal Project No.: STP-5B03-(662)

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.

0750 510SX20-0033

ADJUST EXIST. DROP INLET

ADJUST EXISTING DROP

INLET

EA

2.000

0760 510SX20-0039

REMOVE EXIST. REMOVE

EXISTING PIPE

LF

76.000

0770 512SD20-0003

TRAFFIC BARRIER SERVICE

MB-11A

LF

756.000

0780 512SD20-0009

IMPACT ATTEN.SER. TY. III TL-

2, <=45 MPH

EA

1.000

0790 512SD20-0012

TYPE 3 BARRICADE 4' EA

1.000

0800 512SD20-0013

TYPE 3 BARRICADE 8' EA

7.000

0810 512SD20-0014

TEMPORARY SIGN SF

1,613.000

0820 512SD20-0015

AGGREGATE MATERIAL NO.

25 OR 26

TON

2.000

0830 512SD20-0018

PEDESTRIAN BARRICADE

DEVICE

LF

120.000

0840 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

3,177.000

0850 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

39,685.000

0860 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

270.000

Schedule of Items Page: 9

Proposal ID: C0000115512C01 U000-047-729,B603, C501

Order No.: A74

Oversight/State Project No.:

Federal Project No.: STP-5B03-(662)

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.

0870 512SD20-0026

ELECTRONIC ARROW BOARD HR

1,611.000

0880 512SD20-0027

FLAGGER SERVICE HR

390.000

0890 512SD20-0043

ERADICATE NONLINEAR

PVMT MRKG

SF

15.000

0900 512SD20-0047

TEMP. PVMT MRKG TY. A, 6" LF

4,555.000

0910 512SD20-0048

TEMP. PVMT MRKG TY. A, 8" LF

1,033.000

0920 512SD20-0049

TEMP. PVMT MRKG TY. A, 12" LF

102.000

0930 512SD20-0054

TEMP. PVMT MRKG TY. E, 6" LF

2,150.000

0940 512SP20-0001

PORTABLE TEMPORARY

RUMBLE STRIP ARRAY

DAY

27.000

ATTD

0950 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

0960 515SD20-0004

FLEXIBLE PAVE.PLANING 0"-

2"

SY

4,885.000

0970 517SD20-0001

CONSTRUCTION SURVEYING

CONSTR.

LUMP SUM _________._____LUMP SUM

0980 520SD20-0002

3/4" WATER SERVICE LINE LF

44.000

0990 520SD20-0014

6" DI WATER MAIN LF

49.000

1000 520SD20-0024

16" DI WATER MAIN LF

616.000

Schedule of Items Page: 10

Proposal ID: C0000115512C01 U000-047-729,B603, C501

Order No.: A74

Oversight/State Project No.:

Federal Project No.: STP-5B03-(662)

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.

1010 520SD20-0030

24" DI WATER MAIN LF

399.000

1020 520SD20-0041

16" BEND EA

12.000

1030 520SD20-0044

24" BEND EA

5.000

1040 520SD20-0049

16" BRANCH EA

2.000

1050 520SD20-0052

24" BRANCH EA

1.000

1060 520SD20-0068

24" REDUCER EA

1.000

1070 520SD20-0089

6" GATE VALVE & BOX EA

2.000

1080 520SD20-0098

16" BUTTERFLY VALVE & BOX EA

1.000

1090 520SD20-0110

24" BUTTERFLY VALVE & BOX EA

2.000

1100 520SD20-0162

FIRE HYDRANT EA

2.000

1110 520SX20-0086

WATER UTILITY 16" SOLID

SLEEVE

EA

3.000

1120 520SX20-0086

WATER UTILITY 24" SOLID

SLEEVE

EA

3.000

1130 602SD20-0004

TOPSOIL CLASS B CY

411.000

1140 603SD20-0002

TEMPORARY SEED LB

102.000

Schedule of Items Page: 11

Proposal ID: C0000115512C01 U000-047-729,B603, C501

Order No.: A74

Oversight/State Project No.:

Federal Project No.: STP-5B03-(662)

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.

1150 603SD20-0003

REGULAR SEED LB

185.000

1160 603SD20-0004

OVERSEEDING LB

148.000

1170 603SD20-0008

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 2

SY

4,538.000

1180 603SD20-0009

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 3

SY

6,570.000

1190 603SD20-0011

SEDIMENT RETENTION ROLL

18" MIN

LF

846.000

1200 603SD20-0014

FERTILIZER NITROGEN - N LB

102.000

1210 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

71.000

1220 603SD20-0016

FERTILIZER POTASSIUM - K LB

71.000

1230 603SD20-0017

LIME TON

5.610

1240 606SD20-0001

ROLLED EROSION CTRL

PRODUCT EC-2 TYPE 1

SY

357.000

1250 700SD20-0007

REMOVE EXISTING 1 POST

SIGN PANEL

EA

19.000

1260 700SD20-0034

SIGN POST STP-1, 2", 14

GAUGE

LF

82.000

1270 700SD20-0035

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

GAUGE

LF

30.000

Schedule of Items Page: 12

Proposal ID: C0000115512C01 U000-047-729,B603, C501

Order No.: A74

Oversight/State Project No.:

Federal Project No.: STP-5B03-(662)

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 700SD20-0036

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

GAUGE

LF

67.000

1290 700SD20-0037

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

GAUGE

LF

35.000

1300 700SD20-0038

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

11.000

1310 700SD20-0039

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

5.000

1320 700SD20-0042

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

1.000

1330 700SD20-0067

PEDESTAL POLE PF-2, 12' EA

2.000

1340 700SD20-0069

CONC. FOUND. PF-2 EA

2.000

1350 700SD20-0112

14/4 CONDUCTOR CABLE LF

525.000

1360 700SD20-0118

14/1 CONDUCTOR CABLE

ENCLOSED

LF

1,500.000

1370 700SD20-0120

14/2 CONDUCTOR CABLE

SHIELDED

LF

1,325.000

1380 700SD20-0133

ELECTRICAL SERVICE SE-3,

TY. B

EA

1.000

1390 700SD20-0144

8 CONDUCTOR CABLE LF

475.000

1400 700SD20-0148

8 CONDUCTOR CABLE EGC LF

890.000

Schedule of Items Page: 13

Proposal ID: C0000115512C01 U000-047-729,B603, C501

Order No.: A74

Oversight/State Project No.:

Federal Project No.: STP-5B03-(662)

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.

1410 700SD20-0149

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

1.000

1420 700SD20-0157

LIGHTING POLE LP-2 TYPE E EA

1.000

1430 700SD20-0178

JUNCTION BOX JB-S2 EA

4.000

1440 700SD20-0179

JUNCTION BOX JB-S3 EA

1.000

1450 700SD20-0182

CONDUIT PVC 1" LF

80.000

1460 700SD20-0191

BORED CONDUIT 2" LF

220.000

1470 700SD20-0192

BORED CONDUIT 3" LF

375.000

1480 700SD20-0194

CONDUIT PVC 2" LF

95.000

1490 700SD20-0195

CONDUIT PVC 3" LF

70.000

1500 700SD20-0197

TRENCH EXCAVATION ECI-1 LF

95.000

1510 700SD20-0200

SIGN POST STP-2, 4", 8

GAUGE

LF

17.000

1520 700SD20-0201

CONCRETE FOUNDATION

STP-2, TYPE A

EA

1.000

1530 701SD20-0001

SIGN PANEL SF

202.000

1540 702SD20-0002

FLEXIBLE POST DELINEATOR EA

86.000

Schedule of Items Page: 14

Proposal ID: C0000115512C01 U000-047-729,B603, C501

Order No.: A74

Oversight/State Project No.:

Federal Project No.: STP-5B03-(662)

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.

1550 703SD20-0007

TRAF. SIG. HEAD SECT. 12"

HVS BACKPLATE

EA

15.000

1560 703SD20-0011

PEDESTRIAN ACTUATION PA-

EA

2.000

1570 703SD20-0037

HANGER ASSEMBLY SMB-2,

ONE WAY

EA

2.000

1580 703SD20-0042

LOOP SAW CUT 3/8" LF

400.000

1590 703SD20-0043

LOOP SAW CUT 5/8" LF

40.000

1600 703SD20-0046

REMOVE EXISTING SIGNAL

HEAD

EA

15.000

1610 703SD20-0061

PEDESTRIAN SIGNAL HEAD

SP-9

EA

2.000

1620 704SD20-0006

TYPE B CLASS I PVMT LINE

MRKG 4"

LF

2,230.000

1630 704SD20-0010

TYPE B CLASS I PVMT LINE

MRKG 24"

LF

249.000

1640 704SD20-0032

INLAID PAVEMENT MARKER

ASPHALT

EA

21.000

ATTD

1650 704SD20-0047

PVMT SYMB MRKG SGL

TURN ARR. TY B CL I

EA

1.000

1660 705SX20-0001

LUMINAIRE LUMINAIRE 101W

LED POLE-MOUNT

EA

1.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000115512C01

A74

Contract ID:

Order No.:

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

FORM C-21B

Rev 12-21-05

0001 REGULAR BID ITEMSSECTION:

ltem Description Fuel Factor gal/unit Option Item

Number

_______REGULAR EXCAVATION 0.290303SD20-0001

_______SILTATION CONTROL EXCAVATION 0.290303SD20-0029

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

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

_______ASPHALT CONCRETE TY. SM-9.5A CONST 3.500315SD20-0007

_______ASPHALT CONCRETE BM-25.0 3.500315SD20-0010

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

_______CONCRETE CLASS A4, SPR. STRUCT. MAINT. 1.892404SD20-0016

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

_______DRY RIPRAP CL. AI 0.530414SD20-0007

_______DEMO. OF PAVEMENT FLEXIBLE 0.200508SD20-0004

_______AGGREGATE MATERIAL NO. 25 OR 26 0.600512SD20-0015

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

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Steel Price Adjustment

C0000115512C01

A74

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

_______SHEET PILES STEEL402SD20-0001

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

_______GUARDRAIL GR-MGS1505SD20-0011

_______GUARDRAIL TERMINAL GR-MGS2505SD20-0017

_______GUARDRAIL END ANCHORAGE GR-MGS3505SD20-0018

_______GUARDRAIL HEIGHT TRANSITION GR-MGS4505SD20-0019

_______16" DI WATER MAIN520SD20-0024

_______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 E700SD20-0157

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000115512C01

A74

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

ASPHALT CONCRETE TY. IM-19.0A CONST315SD20-0004

ASPHALT CONCRETE TY. SM-9.5A CONST315SD20-0007

ASPHALT CONCRETE BM-25.0315SD20-0010

Determination of Major Items

1C0000115512C01Contract ID:

ltem Description Item

Number

SHEET PILES STEEL402SD20-0001

16" DI WATER MAIN520SD20-0024

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) 1

CN105-000150-00 SECURITY REQUIREMENTS FOR PCMS 1-30-26 (SPCN) 2

CN221-000100-00 SEC 221.02—DETAIL REQUIREMENTS 1-15-25 (SPCN) 3

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

CN303-000100-00 AGGREGATE MATERIAL R-7-12-16 (SPCN) 5

CN512-000120-00 SEC 512—MAINTAINING TRAFFIC (IMPACT ATTEN. SER.) 7-13-16 (SPCN) 5

CN522-000300-00 PROTECT NESTING BIRDS DURING BRIDGE MAINT. 7-24-20 (SPCN) 5

CN704-000200-00 INLAID PAVE. MARKER LOC. AND SPACING 8-11-21 (SPCN) 5

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

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

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

PROTECTION OF BAT SPECIES 1-17-18 (SPCN) 7

NOTICE TO PROCEED 4-9-26 (SPCN) 8

AGGREGATE MATERIAL NO. 78 4-16-21 (SPCN) 8

TEMPORARY SHORING 2-6-26 (SPCN) 8

SP0F0-000100-00 PREDETERMINED MIN. WAGE RATES R-7-12-16 9

SP0F0-000130-02 FHWA 1273—REQ. PROVISIONS, FED-AID 10-3-23 14

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 41

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 47

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 48

*SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1-21/20 49

SP107-001510-06 INTERIM DBE REQUIREMENTS 1-26-26 51

SP107-003100-00 MADE IN THE USA REQUIREMENTS 10-03-25 55

SP108-000100-01 PROG. SCHED. FOR CAT. I PROJECTS 3-21-22 62

*SP109-000100-05 ASPHALT MATERIAL PRICE ADJUSTMENT 7-8-24 77

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 79

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 81

SP109-000130-01 ELECTRONIC OR PRINTED WEIGH TICKETS 3-10-25 86

SP401-000100-01 CLEAR & GRUB BRIDGE APPROACHES 2-28-18 92

SP505-000100-00 REPLACE G’RAIL, MED. BARRIER & G’RAIL TO BRIDGE 8-4-16 94

*SP512-000130-00 EMPLOYMENT OF PTRS 1-24-19 100

*SP704-000120-00 INLAID PAVEMENT MARKERS 8-26-19 102

*SP705-000100-00 LED LUMINAIRES 7-27-18 105

SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 112

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 113

SS109-002020-01 SEC 109 — MEASUREMENT AND PAYMENT 5-1-23 117

SS211-002020-03 SEC 211 – ASPHALT CONCRETE 3-18-24 120

SS220-002020-01 SEC 220 – CONCRETE CURING MATERIALS 8-28-20 126

SS223-002020-02 SEC 223 – STEEL REINFORCEMENT 4-4-23 127

SS234-002020-01 SEC 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 128

SS235-002020-01 SEC 235 – RETROREFLECTORS 5-6-22 129

SS236-002020-01 SEC 236 – WOOD PRODUCTS 5-14-21 130

SS246-002020-02 SEC 246 – PAVEMENT MARKING 5-6-22 134

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

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

TABLE OF CONTENTS FOR PROVISIONS

SS317-002020-01 SEC 317— STONE MATRIX ASPHALT CONCRETE PLACEMENT 6-21-24 167

SS318-002020-01 SEC 318 — PAVEMENT INTERLAYERS 8-2-23 169

SS319-002020-02 SEC 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 170

SS321-002020-02 SEC 321 – TRENCH WIDENING 5-4-23 174

SS407-002020-02 SEC 407 – STEEL & METAL STRUCT 11-01-22 176

SS411-002020-01 SEC 411 – PROT. COAT. OF METAL 11-01-22 178

SS512-002020-03 SEC 512 – MAINTAINING TRAFFIC 7-1-22 179

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

TREE REMOVAL TIME OF YEAR RESTRICTION 4-27-23 199

REMOVAL OF SIDEWALK, ENTRANCE AND COMBINATION CURB AND GUTTER 4-8-26 200

VERIFYING EXISTING UTILITIES 12-14-20 201

GEOMEMBRANE IMPERVIOUS BARRIER 4-8-26 203

BLACK POWDER COATED GALVANIZED FENCE & HANDRAIL 3-11-26 204

FLEXIBLE CONCRETE MAT 3-10-26 210

MODIFY EXISTING CONTROLLER CABINET 4-27-26 212

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.

cn221-000100-00 January 15, 2025 (SPCN)

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

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

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

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

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

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

Prefabricated geocomposite pavement underdrain shall conform to the following:

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

https://covgov.sharepoint.com/:w:/r/sites/TM-VDOT-SC-Specifications-External/_layouts/15/Doc.aspx?sourcedoc=%7BF1622882-4C64-446A-AE11-E07A4F78D1F2%7D&file=cn221-000100-00.docx&action=default&mobileredirect=true

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.

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

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

Payment will be made under:

Pay Item Pay Unit Aggregate Material (Size) Ton cn512-000120-00 July 13, 2016 (SPCN)

SECTION 512—MAINTAINING TRAFFIC of the Specifications is amended as follows:

Section 512.03(i)—Impact Attenuator Service is amended to replace the second paragraph with the following:

Only Type 1 re-directive low-maintenance impact attenuators in accordance with Section 505 shall be used on highways with posted speed limits greater than 50 mph or with an ADT greater than 25,000 vehicles per day.

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.

cn704-000200-00 August 11, 2021 (SPCN)

INLAID PAVEMENT MARKER LOCATION AND SPACING — The Contractor shall not install markers on existing bridge decks Inlaid Pavement Markers shall be installed on new bridge decks where required by the Plans. Inlaid Pavement Markers shall be placed in relation to pavement joints and cracks as follows:

• In existing Asphalt Concrete pavement, new or existing Hydraulic Cement Concrete pavement, and bridge decks, the edge of the groove shall be at least 2 inches from pavement joints and cracks, ensuring that the finished line of markers is straight in accordance with the tolerance for pavement markings specified in Section 704.03 of the Specifications. Offset from the longitudinal joint shall take precedence over straightness of the line of markers.

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• In new Hydraulic Cement Concrete pavement or when installed in conjunction with new latex modified microsurfacing or slurry seal treatments, the edge of the groove shall be 2 inches minimum from the surface course pavement joint and 1 inch maximum off alignment from the corresponding pavement marking line. The finished line of markers shall be straight in accordance with the tolerance for pavement markings specified in Section 704.03 of the Specifications. Straightness of the line of markers and alignment with the corresponding pavement marking line takes precedence over offset from the surface course joint.

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)

NOTICE TO PROCEED— The Notice to Proceed date will be October 29, 2026. The Contractor shall not begin any work before the Notice to Proceed date unless a written request has been provided by the Contractor and approved by the Engineer and the Southeast Regional Utility Manager. After October 29, 2026 and written approval by the Engineer and Southeast Regional Utility Manager has been issued, the Contractor shall begin work within 15 calendar days after the Notice to Proceed date.

This condition will not be considered a failure on the part of the Department in the context of Section 105.01 of the Specifications.

4-9-26 (SPCN)

AGGREGATE MATERIAL NO. 78 will be measured in tons and will be paid for at the Contract ton price.

This price shall include furnishing, placing, and compacting the aggregate material as detailed in the Plans;

and for all materials, labor, tools, equipment, and incidentals necessary to complete the work.

Aggregate material No. 78 Ton

4-16-21 (SPCN)

TEMPORARY SHORING - Utilized by the Contractor to support the existing and proposed structures and roadway while open to the traveling public shall be designed by a Professional Engineer holding a valid license to practice engineering in the Commonwealth of Virginia. Working drawings and design calculations of the shoring shall be submitted to the Engineer for review 30 days prior to installation of the shoring in accordance with Section 105.10 of the Specifications. The drawings shall include plan and profile views, details of sheet piling, walers, rakers, connections, welds, fasteners, all structural members, soldier piles, tiebacks or other means of support as determined by the Contractor and his engineer. The Contractor shall determine the methods and means of support required for the loads imposed by the roadway, traffic, the structure and any loads imposed by construction equipment during the construction of the project.

Approximate limits of temporary shoring shown on the Plans are for informational purposes only. The Contractor shall be responsible for determining the actual limits and quantities of…