827193vadotA54_119192.pdf

ORDER NO.: A54

CONTRACT ID. NO.: C0000119192C01

Form C-6a

Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 76

FHWA NUMBER: STP-5A27(883)

PROJECT NUMBER: 0076-964-121, C501

COUNTY: CHESTERFIELD

DISTRICT: RICHMOND

DESCRIPTION: SMART SCALE - SAFETY IMPROVEMENTS

FROM:

TO:

0.787 MI. S. OF POWHITE CREEK

0.311 MI. N. OF POWHITE CREEK

DATE BID SUBMITTED: 10:00 AM WEDNESDAY, JUNE 24, 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: 0076-964-121, 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.

0076-964-121, C501

CONTRACT I.D.

NO.

C0000119192C01

FHWA NO. STP-5A27(883)

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, JUNE 24, 2026

PROJECT NUMBER: 0076-964-121, C501

ROUTE NUMBER: 76

FHWA NUMBER: STP-5A27(883)

DESCRIPTION: SMART SCALE - SAFETY IMPROVEMENTS

FROM:

TO:

0.787 MI. S. OF POWHITE CREEK

0.311 MI. N. OF POWHITE CREEK

DISTRICT: RICHMOND COUNTY: CHESTERFIELD

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: JULY 7, 2028

BID TOTAL $

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

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

Street Address City State Zip Code Vendor#/Fin#

Print Name Signature Title

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

Contract Execution Date By

CHIEF ENGINEER

VIRGINIA DEPARTMENT OF TRANSPORTATION

Virginia Department of Transportation 05/05/2026Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000119192C01 0076-964-121, C501

Order No.: A54

Oversight/State Project No.:

Federal Project No.: STP-5A27(883)

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 302SD20-0002

BEDDING MATL. AGGR. NO.

TON

39.000

ATTD

0030 302SD20-0004

CONCRETE CLASS A4 BOX

CULVERT

CY

33.300

0040 302SD20-0005

REINF. STEEL LB

3,551.800

302, 406

0050 302SD20-0013

ENDWALL EW-12 EA

9.000

0060 302SD20-0027

15" STORM SEWER PIPE LF

159.000

0070 302SD20-0064

42" CONC. PIPE LF

14.000

0080 302SD20-0069

48" CONC. PIPE LF

31.000

0090 302SD20-0198

15" END SECTION ES-1 OR 2 EA

1.000

0100 302SD20-0212

42" END SECTION ES-1 OR 2 EA

1.000

0110 302SD20-0243

DROP INLET DI-2B,L=8' EA

4.000

0120 302SD20-0662

MANHOLE MH-1 OR 2 LF

31.200

0130 302SD20-0663

FRAME & COVER MH-1 EA

4.000

0140 303SD20-0001

REGULAR EXCAVATION CY

13,323.000

Schedule of Items Page: 3

Proposal ID: C0000119192C01 0076-964-121, C501

Order No.: A54

Oversight/State Project No.:

Federal Project No.: STP-5A27(883)

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 303SD20-0007

BORROW EXCAVATION CY

10,729.000

0160 303SD20-0016

MINOR STR. EXCAV. PIPE

CULVERT

CY

74.000

0170 303SD20-0017

MINOR STR. EXCAV. BOX

CULVERT

CY

188.000

0180 303SD20-0022

CHECK DAM ROCK TY. I EA

7.000

0190 303SD20-0023

CHECK DAM ROCK TY. II EA

42.000

0200 303SD20-0028

DEWATERING BASIN EC-8 EA

2.000

0210 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

4,448.000

0220 303SD20-0030

INLET PROTECTION TYPE A EA

3.000

0230 303SD20-0031

INLET PROTECTION TYPE B EA

6.000

0240 303SD20-0034

TEMP. SILT FENCE TYPE A LF

25,414.000

0250 305SD20-0011

AGGR. MATL. NO. 25 OR 26 TON

12.000

0260 308SD20-0012

AGGR. BASE MATL. TY. I NO.

21B

TON

2,567.000

0270 315SD20-0001

ASPHALT CONCRETE TY. SM-

12.5A CONST

TON

365.000

Schedule of Items Page: 4

Proposal ID: C0000119192C01 0076-964-121, C501

Order No.: A54

Oversight/State Project No.:

Federal Project No.: STP-5A27(883)

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 315SD20-0005

ASPHALT CONCRETE TY. IM-

19.0D CONST

TON

1,630.000

0290 315SD20-0011

ASPHALT CONCRETE TY. BM-

25.0D CONST

TON

731.000

0300 315SD20-0015

RUMBLE STRIP CYLINDRICAL

ASPHALT

LF

5,666.000

0310 315SD20-0016

LIQUID ASPHALT COATING

(RUMBLE STRIP)

SY

532.000

0320 315SD20-0018

ASPH.CONC.CURB BACKUP

MATL. CONST

TON

17.000

0330 315SX20-0004

PAVEMENT LIQUID ASPHALT

COATING (PAVEMENT

MARKER GROOVE)

SY

86.000

ATTD

0340 315SX20-0007

ASPHALT CONCRETE

PAVEMENT TY. BM-25.0A

TON

2,304.000

ATTD

0350 315SX20-0011

SAW-CUT ASPH CONC FULL

DEPTH

LF

11,896.000

0360 317SD20-0002

STONE MATRIX ASPH. SMA-

9.5 64E-22

TON

2,264.000

317, 315

0370 410SD20-0056

CONCRETE PARAPET BPB-4 LF

454.000

0380 414SD20-0001

EROSION CTRL. STONE CL.

A1, EC-1

TON

34.500

0390 501SD20-0004

UNDERDRAIN UD-4 LF

2,768.000

Schedule of Items Page: 5

Proposal ID: C0000119192C01 0076-964-121, C501

Order No.: A54

Oversight/State Project No.:

Federal Project No.: STP-5A27(883)

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 501SD20-0009

OUTLET PIPE LF

96.000

0410 502SD20-0020

CURB, ASPHALT MC-3B LF

395.000

0420 502SD20-0038

MEDIAN BARRIER MB-7F LF

30.000

0430 504SD20-0001

CONCRETE CLASS A3 MISC. CY

10.100

302, 504

0440 505SD20-0013

GUARDRAIL GR-MGS1, 9'

POST

LF

6,008.000

0450 505SD20-0017

GUARDRAIL TERMINAL GR-

MGS2

EA

4.000

0460 505SD20-0018

GUARDRAIL END

ANCHORAGE GR-MGS3

EA

2.000

0470 505SD20-0019

GUARDRAIL HEIGHT

TRANSITION GR-MGS4

EA

10.000

0480 505SD20-0047

FIXED OBJECT ATTACH. GR-

FOA-3 TY. I

EA

3.000

0490 505SD20-0048

FIXED OBJECT ATTACH. GR-

FOA-3 TY.II

EA

4.000

0500 505SD20-0073

REMOVE EXISTING

GUARDRAIL

LF

5,969.000

0510 506SX20-0007

RETAINING STRUCTURE

(MSE WALL)

SF

3,185.000

ATTD

0520 508SD20-0003

DEMO. OF PAVEMENT RIGID SY

112.000

Schedule of Items Page: 6

Proposal ID: C0000119192C01 0076-964-121, C501

Order No.: A54

Oversight/State Project No.:

Federal Project No.: STP-5A27(883)

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.

0530 508SD20-0004

DEMO. OF PAVEMENT

FLEXIBLE

SY

4,302.000

0540 510SX20-0028

REMOVE EXIST. ENDWALL

(DRAINAGE)

EA

3.000

ATTD

0550 510SX20-0031

MODIFY EXIST. MODIFY

EXISTING DRAINAGE

STRUCTURES

EA

1.000

ATTD

0560 510SX20-0039

REMOVE EXIST. (CONDUIT) LF

444.000

ATTD

0570 510SX20-0039

REMOVE EXIST. REMOVE

EXIST CONCRETE JERSEY

WALL

LF

82.000

ATTD

0580 510SX20-0046

ADJUST EXIST. ADJUST

EXISTING DRAINAGE

STRUCTURES

EA

1.000

ATTD

0590 512SD20-0007

IMPACT ATTEN.SER. TY. 1 TL-

3, >=40 MPH

EA

3.000

0600 512SD20-0013

TYPE 3 BARRICADE 8' EA

2.000

0610 512SD20-0014

TEMPORARY SIGN SF

2,110.000

0620 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

4,910.000

0630 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

15,175.000

Schedule of Items Page: 7

Proposal ID: C0000119192C01 0076-964-121, C501

Order No.: A54

Oversight/State Project No.:

Federal Project No.: STP-5A27(883)

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 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

10,675.000

0650 512SD20-0026

ELECTRONIC ARROW BOARD HR

4,240.000

0660 512SD20-0031

TRAFFIC BARRIER SER.

CONC. MB-7D PC

LF

4,265.000

0670 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

23,130.000

0680 512SD20-0043

ERADICATE NONLINEAR

PVMT MRKG

SF

190.000

0690 512SD20-0044

TEMP. PAVE. MARKER 1 WAY EA

547.000

0700 512SD20-0046

TEMP. PVMT MRKG TY. A, 4" LF

14,350.000

0710 512SD20-0048

TEMP. PVMT MRKG TY. A, 8" LF

990.000

0720 512SD20-0062

TEMP. PVMT MRKG TY. D, CL.

III, 6"

LF

14,415.000

0730 512SD20-0063

TEMP. PVMT MRKG TY. D, CL.

III, 8"

LF

5,815.000

0740 512SD20-0064

TEMP. PVMT MRKG TY. D, CL.

III, 12"

LF

3,745.000

0750 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

0760 514SD20-0001

FIELD OFFICE TY.I MO

18.000

Schedule of Items Page: 8

Proposal ID: C0000119192C01 0076-964-121, C501

Order No.: A54

Oversight/State Project No.:

Federal Project No.: STP-5A27(883)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0770 515SD20-0004

FLEXIBLE PAVE.PLANING 0"-

2"

SY

16,187.000

0780 517SD20-0001

CONSTRUCTION SURVEYING

CONSTR.

LUMP SUM _________._____LUMP SUM

0790 602SD20-0003

TOPSOIL CLASS B 2" ACRE

1.640

0800 603SD20-0002

TEMPORARY SEED LB

164.000

0810 603SD20-0003

REGULAR SEED LB

236.000

0820 603SD20-0004

OVERSEEDING LB

189.000

0830 603SD20-0005

LEGUME SEED LB

1.000

0840 603SD20-0006

LEGUME OVERSEEDING LB

1.000

0850 603SD20-0014

FERTILIZER NITROGEN - N LB

157.000

0860 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

215.000

0870 603SD20-0016

FERTILIZER POTASSIUM - K LB

108.000

0880 603SD20-0017

LIME TON

7.380

0890 606SD20-0004

ROLLED EROSION CTRL

PRODUCT EC-2 TYPE 4

SY

94.000

Schedule of Items Page: 9

Proposal ID: C0000119192C01 0076-964-121, C501

Order No.: A54

Oversight/State Project No.:

Federal Project No.: STP-5A27(883)

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 606SD20-0005

ROLLED EROSION CTRL

PRODUCT EC-3 TYPE 1

SY

269.000

0910 700SD20-0003

REMOVE EXISTING 1 POST

SIGN STRUCTURE

EA

11.000

0920 700SD20-0004

REMOVE EXISTING 2 POST

SIGN STRUCTURE

EA

1.000

0930 700SD20-0013

RELOCATE EX. 2 POST GRND

MOUNT SGN PANEL

EA

1.000

0940 700SD20-0035

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

GAUGE

LF

12.000

0950 700SD20-0036

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

GAUGE

LF

30.000

0960 700SD20-0037

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

GAUGE

LF

300.000

0970 700SD20-0038

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

12.000

0980 700SD20-0039

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

2.000

0990 700SD20-0056

CONC. FOUND. O/H SIGN

STRUCTURE

CY

25.000

1000 700SD20-0149

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

2.000

1010 700SD20-0177

JUNCTION BOX JB-S1 EA

2.000

1020 700SD20-0178

JUNCTION BOX JB-S2 EA

1.000

Schedule of Items Page: 10

Proposal ID: C0000119192C01 0076-964-121, C501

Order No.: A54

Oversight/State Project No.:

Federal Project No.: STP-5A27(883)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

1030 700SD20-0195

CONDUIT PVC 3" LF

211.000

1040 700SD20-0197

TRENCH EXCAVATION ECI-1 LF

211.000

1050 700SD20-0199

TEST BORE EA

1.000

1060 700SX20-0003

SIGN STRUCTURE,

OVERHEAD CANT. NS SIGN

STRUCTURE, OVERHEAD

CANTILEVER, 36' ARM

EA

1.000

ATTD

1070 700SX20-0013

LIGHTING #1/0 BARE

COPPER EGC

LF

230.000

ATTD

1080 700SX20-0013

LIGHTING #1/0 COPPER

XHHW CONDUCTOR

LF

500.000

ATTD

1090 700SX20-0014

LIGHTING MODIFY LIGHTING

CIRCUIT

LUMP SUM _________._____LUMP SUM

ATTD

1100 700SX20-0017

REMOVE EXIST. OVERHEAD

SIGN STRUCTURE NS

REMOVE EXISTING

OVERHEAD SIGN

STRUCTURE

EA

1.000

ATTD

1110 701SD20-0001

SIGN PANEL SF

477.000

1120 704SD20-0027

TYPE B CLASS VI PVMT LINE

MRKG 6"

LF

13,555.000

1130 704SD20-0029

TYPE B CLASS VI PVMT LINE

MRKG 12"

LF

990.000

Schedule of Items Page: 11

Proposal ID: C0000119192C01 0076-964-121, C501

Order No.: A54

Oversight/State Project No.:

Federal Project No.: STP-5A27(883)

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 704SD20-0031

TYPE B CLASS VI CONTRAST

PVMT LINE MRKG 6"

LF

1,070.000

1150 704SD20-0032

INLAID PAVEMENT MARKER

ASPHALT

EA

249.000

ATTD

1160 704SD20-0060

SYMB MRKG LANE

REDUCTION ARR TY B CL II

EA

3.000

1170 704SD20-0108

PVMT MSG. MARK. “ONLY” TY

B, CL II, 8’

EA

13.000

1180 704SX20-0004

PAVEMENT MARKING NS

PVMT MSG. MARK. "EZ-PASS"

TY B, CL II

EA

13.000

ATTD

1190 705SX20-0002

LIGHTING #1/0 IN LINE

SPLICES

EA

12.000

ATTD

1200 705SX20-0002

LIGHTING 250W HPS LAMP EA

2.000

ATTD

1210 705SX20-0002

LIGHTING TAPE AND LABELS EA

24.000

ATTD

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000119192C01

A54

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. 57 0.400302SD20-0002

_______CONCRETE CLASS A4 BOX CULVERT 1.892302SD20-0004

_______REGULAR EXCAVATION 0.290303SD20-0001

_______BORROW EXCAVATION 0.290303SD20-0007

_______MINOR STR. EXCAV. PIPE CULVERT 0.290303SD20-0016

_______MINOR STR. EXCAV. BOX CULVERT 0.290303SD20-0017

_______SILTATION CONTROL EXCAVATION 0.290303SD20-0029

_______AGGR. MATL. NO. 25 OR 26 0.600305SD20-0011

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

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

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

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

_______ASPHALT CONCRETE PAVEMENT TY. BM-25.0A 3.500315SX20-0007

_______STONE MATRIX ASPH. SMA-9.5 64E-22 4.000317SD20-0002

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

_______CONCRETE CLASS A3 MISC. 1.892504SD20-0001

_______DEMO. OF PAVEMENT RIGID 0.200508SD20-0003

_______DEMO. OF PAVEMENT FLEXIBLE 0.200508SD20-0004

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

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Steel Price Adjustment

C0000119192C01

A54

Contract ID:

Order No.:

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

Rev 12-21-08

FORM C-21C

0001 REGULAR BID ITEMSSECTION:

ltem Description Option Item

Number

_______REINF. STEEL302SD20-0005

_______GUARDRAIL GR-MGS1, 9' POST505SD20-0013

_______GUARDRAIL TERMINAL GR-MGS2505SD20-0017

_______GUARDRAIL END ANCHORAGE GR-MGS3505SD20-0018

_______GUARDRAIL HEIGHT TRANSITION GR-MGS4505SD20-0019

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

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

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

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000119192C01

A54

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

ASPHALT CONCRETE TY. SM-12.5A CONST315SD20-0001

ASPHALT CONCRETE TY. IM-19.0D CONST315SD20-0005

ASPHALT CONCRETE TY. BM-25.0D CONST315SD20-0011

LIQUID ASPHALT COATING (RUMBLE STRIP)315SD20-0016

ASPH.CONC.CURB BACKUP MATL. CONST315SD20-0018

ASPHALT CONCRETE PAVEMENT TY. BM-25.0A315SX20-0007

STONE MATRIX ASPH. SMA-9.5 64E-22317SD20-0002

Determination of Major Items

1C0000119192C01Contract ID:

ltem Description Item

Number

REGULAR EXCAVATION303SD20-0001

RETAINING STRUCTURE (MSE WALL)506SX20-0007

BORROW EXCAVATION303SD20-0007

STONE MATRIX ASPH. SMA-9.5 64E-22317SD20-0002

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

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

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

CN105-000140-00 SECTION 105.14—MAINTENANCE DURING CONSTRUCTION 12-20-24 2

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

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

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

CN404-000100-00 EXPOSED AGGREGATE FINISH 7-12-16 (SPCN) 5

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

CN512-000120-00 SEC. 512—MAINTAINING TRAFFIC (IMPACT ATTEN. SER.) 7-13-16_(SPCN) 6

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

CN704-000100-00 SWEEPING PRIOR TO PAVEMENT MARKING R-7-12-16 (SPCN) 6

CN704-000200-00 INLAID PAVE. MARKER LOC. AND SPACING 8-11-21 (SPCN) 6

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

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

VACUUMING ASPHALT SURFACE TREATMENTS R-7-12-16_(SPCN) 8

REMOVAL OF SRPMS DURING LANE SHIFTS 3-3-20 (SPCN) 9

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

ASPHALT CONCRETE TY. BM-25.0A 1/11/26(SPCN) 9

REMOVE EXIST CONCRETE JERSEY WALL 9

BEDDING MATL. AGGR. NO. 57 3/4/26(SPCN) 9

REMOVE EXIST. ENDWALL (DRAINAGE) 10

MODIFY EXISTING DRAINAGE STRUCTURES 10

ADJUST EXISTING DRAINAGE STRUCTURES 10

LIGHTING #1/0 BARE COPPER EGC 10

LIGHTING #1/0 COPPER XHHW CONDUCTOR 11

MODIFY LIGHTING CIRCUIT 11

REMOVE EXIST. OVERHEAD SIGN STRUCTURE TRAFFIC 11

INLAID PAVEMENT MARKER ASPHALT 1/11/26(SPCN) 12

PVMT MSG. MARK. 12

LIGHTING #1/0 IN LINE SPLICES 12

LIGHTING 250W HPS LAMP 12

REMOVE EXIST. (CONDUIT) 1/11/26(SPCN) 13

LIGHTING TAPE AND LABELS 1/11/26(SPCN) 13

SP522-000130-02 TREE REMOVAL TIME OF YEAR RESTRICTION 6-6-22 14

SP0F0-000100-00 PREDETERMINED MIN. WAGE RATES R-7-12-16 15

SP0F0-000130-02 FHWA 1273—REQ. PROVISIONS, FED-AID 10-3-23 22

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 49

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 55

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 56

*SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1-21/20 57

SP107-001510-05 INTERIM DBE REQUIREMENTS 11-05-25 59

SP107-003100-00 MADE IN THE USA REQUIREMENTS 10-03-25 63

*SP109-000100-05 ASPHALT MATERIAL PRICE ADJUSTMENT 7-8-24 70

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 72

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 74

SP109-000130-01 ELECTRONIC OR PRINTED WEIGH TICKETS 3-10-25 79

SP302-000100-00 RESTORING EXISTING PAVEMENT 7-12-16 85

SP505-000100-00 REPLACE G’RAIL, MED. BARRIER & G’RAIL TO BRIDGE 8-4-16 87

SP512-000140-00 WORK ZONE NO CELL PHONE SIGNS 3-18-20 93

SP512-000310-00 POLICE ASSIST. FOR PAVING OPERATIONS R-7-12-16 95

TABLE OF CONTENTS FOR PROVISIONS

SP700-000180-03 MODIFICATIONS TO AASHTO’S SIGN STRUCT. SPEC. 9-29-20 96

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 101

SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 103

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 104

SS109-002020-01 SEC. 109—MEASUREMENT AND PAYMENT 5-1-23 108

SS211-002020-03 SECT 211 – ASPHALT CONCRETE 3-18-24 111

SS220-002020-01 SECTION 220 – CONCRETE CURING MATERIALS 8-28-20 116

SS223-002020-02 SECTION 223 – STEEL REINFORCEMENT 4-4-23 117

*SS234-002020-01 SECTION 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 118

*SS235-002020-01 SECTION 235 – RETROREFLECTORS 5-6-22 119

SS236-002020-01 SECTION 236 – WOOD PRODUCTS 5-14-21 120

*SS246-002020-02 SECTION 246 – PAVEMENT MARKING 5-6-22 124

SS248-002020-02 SECTION 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 132

*SS305-002020-02 SECTION 305 – SUBGRADE AND SHOULDERS 12-20-23 134

SS308-002020-01 SECTION 308 -SUBBASE COURSE 7-13-21 136

SS309-002020-01 SECTION 309 - AGGREGATE BASE COURSE 7-13-21 137

SS315-002020-05 SECTION 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 138

SS317-002020-01 SECTION 317— STONE MATRIX ASPHALT CONCRETE PLACEMENT 6-21-24 157

SS318-002020-01 SECTION 318—PAVEMENT INTERLAYERS 8-2-23 159

*SS319-002020-02 SECT 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 160

SS321-002020-02 SECTION 321 – TRENCH WIDENING 5-4-23 164

*SS407-002020-02 SEC. 407 – STEEL & METAL STRUCT 11-01-22 166

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

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

*SS704-002020-02 SECTION 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 184

MSE WALLS (CONCRETE PANEL FACING) 7/8/25 (SPCN) 190

SECTION 108.02 LIMITATION OF OPERATIONS 3/4/26 (SPCN) 198

RP-11/NATIONWIDE PERMIT 18 - MINOR DISCHARGES 203

cn100-000026-09 GENERAL PROJECT REQUIREMENTS, SUPPLEMENTAL SPECIFICATIONS (SSs), SPECIAL PROVISIONS (SPs) AND SPECIAL PROVISION COPIED NOTES (SPCNs)

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

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

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

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

12-11-25 (SPCN)

cn103-000100-01 SECTION 103.02—AWARD OF CONTRACT of the Specifications is replaced in its entirety with the following:

103.02 – Award of Contract

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

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

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

6-17-25 (SPCN)

cn105-000140-00 SECTION 105.14—MAINTENANCE DURING CONSTRUCTION of the Specifications is amended by the following:

Section 105.14(a)3 – Flagging Traffic is replaced with the following:

3. Flagging Traffic: Flaggers shall be able to communicate to the traveling public in English while performing the job duty as a flagger at the flagger station.

All flaggers shall possess a valid, current flagger certification card, be it a physical or electronic card, at all times while performing flagging duties.

Flaggers shall be certified by the VDOT Basic or Intermediate Work Zone Traffic Control Training course or by the ATSSA’s classroom Flagger Certification Program.

The following constitutes a valid flagger certification card:

• Cards issued by VDOT following completion of the Basic Work Zone course;

• Cards issued by VDOT following completion of the Intermediate Work

Zone course;

• Cards issued by ATSSA following completion of a Flagger course;

• Cards issued by VDOT following completion of the Flagger-only course, provided the cards were issued on or before December 31, 2024, and have not yet reached the expiration date (two years after date of issuance).

Flaggers who fail to possess a valid, current, flagger certification card, or refuse to allow inspection of same upon request, shall be removed from the flagging site, and operations requiring flagging shall be suspended by the Engineer. Suspended operations requiring flagging may resume once a certified flagger arrives on-site to perform flagging duties in accordance with applicable requirements. Flaggers improperly performing duties may be subject to flagger certification revocation at the sole discretion of the Engineer.

12-20-24 (SPCN)

cn105-000150-00 SECURITY REQUIREMENTS FOR PORTABLE CHANGEABLE MESSAGE

SIGNS— The Contractor shall secure portable changeable message sign (PCMS) control cabinets with a grade 3 or stronger standard lock at all times unless maintenance is actively being conducted on the sign.

A password shall be required to change the PCMS message. The Contractor shall change the manufacturer's default password for ALL electronic signs. Electronic signs that support the use of complex passwords shall include at least 14 characters consisting of the following criteria:

• At least one special character

• At least one alphabetical character

• At least one numerical character

• A combination of upper-case and lower-case letters

Electronic signs that do not support the use of complex passwords shall be changed using the maximum number of characters and character types permitted by the manufacturer.

Password credentials are prohibited from being stored, displayed, or written on or within the sign. Any QR codes affixed to the sign shall be removed.

For all PCMS with remote or wireless accessibility, the Engineer will authorize remote access prior to this functionality being enabled. Prior to authorization, the Contractor shall update the PCMS to the most recent compatible software and firmware version available from the manufacturer. Following authorization and prior to use, the Contractor shall establish a remote connection to verify that access to the PCMS is password protected.

Electronic signs shall only post approved and documented messages. The Contractor shall log all messages posted with date and times for each public message.

The Contractor has the option for their signs to be connected to the Department’s Operations Technology (OT) network for management by Traffic Operations Center (TOC) staff. By using this method, messages are transmitted and posted by the TOC control room staff with all records and logging managed within the VDOT Advanced Traffic Management System (ATMS). Electronic message signs connected to the OT network shall follow the security requirements described below:

1. All electronic signs connected to the network shall be secured with a digital lock installed on the sign control cabinet.

2. Connected signs shall only be remotely accessible through secure communications that originated from the Department’s OT network.

3. Connected signs shall only be posted with messages from the

Department’s ATMS systems or designated backup systems.

4. Community strings (both public and private strings) shall be changed from default settings.

5. All vendor cloud connections shall be removed from the connected sign.

TOC system administration staff will configure VPN connections exclusively to the Department’s OT network.

6. All connected electronic signs shall adhere to the Cabinet Security

Standards found in the Department’s OT Cybersecurity Program Manual.

1-30-26 (SPCN)

cn221-000100-00 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.

1-15-25 (SPCN)

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 cn245-000100-01 SECTION 245.03—TESTING AND DOCUMENTATION of the Specifications is amended by the following:

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

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

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

Physical Properties Test Method Requirements

Compressive strength ASTM D1621, D2412, and

D6364

Min. 40 psi at 20% max.

deflection immediately after

24 hrs of specimen conditioning at 0 deg F and at

125 deg F

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

ASTM D4716 Min. 15 gal/min/ft width for

12-in specimen length

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

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

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

Geocomposite wall drains shall conform to the following:

1. Core: The drainage core shall be made from an inert, polymeric material resistant to commonly encountered chemicals and substances in the roadway.

Outer surfaces shall be smooth to prevent excessive wear of bonded filter fabric.

Physical Property Test Method Requirements

Compressive strength ASTM D1621, D2412, and D6364

Min. 40 psi at 20% max.

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

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

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

2. Filter Fabric: Geotextile shall be bonded to and tightly stretched over the core.

Geotextile shall not sag or block the flow channels, shall have a life equivalent to that of the core material, and shall conform to the requirements of Section 245.03(c) of the Specifications.

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

Geomembrane Moisture Barrier: Geomembrane moisture barrier shall be resistant to biological attack. Geomembrane shall be constructed of PVC and shall conform to the requirements of ASTM D7176 for PVC 30 or higher grades. In addition, geomembrane shall comply with the requirements of ASTM D7408 for bond seam strength and peel strength.

1-10-24 (SPCN)

cn404-000100-00 EXPOSED AGGREGATE FINISH shall be performed by wirebrushing, blasting or surface retarder unless another method is approved by the Engineer.

Concrete for exposed aggregate finish shall conform to Section 217 of the Specifications for the class specified, except gravel shall be tan or light brown in color.

The Contractor shall provide a sample of the exposed aggregate finish for approval by the Engineer prior to beginning work. The sample shall be at least 12 inches by 12 inches and approximately 2 inches in depth. The approved sample shall be kept at the work site for comparison to completed work.

7-12-16 (SPCN)

cn512-000100-00 TABLE V-1, ADT GROUPS — The Specifications are amended to include the following table:

TABLE V-1

Average Daily Traffic (ADT) Groups

Traffic Group ADT Traffic Group ADT

I 0-9 X 2,000-2,999

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

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

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn404-000100-00.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn512-000100-00.docx

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

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

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

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

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

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

XIX 40,000 & over

7-12-16 (SPCN)

cn512-000120-00 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.

7-13-16_(SPCN)

cn512-000310-00 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.

4-25-88c; Reissued 7-12-16 (SPCN) [formerly cn512-030100-00] cn704-000100-00 SWEEPING PRIOR TO PAVEMENT MARKING — No earlier than 7 days after completion of surface treatment the Contractor shall sweep the roadway surface prior to installation of permanent pavement markings. Permanent pavement markings shall be installed within 30 calendar days after completion of surface treatment placement. The cost of sweeping the roadway prior to installing pavement marking shall be included in the price bid for pavement marking.

7-28-14; Reissued 7-12-16 (SPCN) cn704-000200-00 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.

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn512-000120-00.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn512-000310-00.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn512-030100-00.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn704-000100-00.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2020_Standard_Specifications/cn704-000200-00.docx

• 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.

8-11-21

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)

VACUUMING ASPHALT SURFACE TREATMENTS

The Special Provision for ASPHALT SURFACE TREATMENT (SP314-000100-00) is amended as follows:

Section IV. (b) Modified Single Seal and Modified Double Seal Treatments is amended to include the following as the third paragraph:

All routes receiving an Asphalt Surface Treatment (Modified Single Seal or Modified Double Seal) shall be lightly broomed to remove loose aggregate prior to opening the pavement surface to traffic. All excess aggregate material on the pavement surface travel lane(s), and accumulated along curb and gutter sections, the edge of pavement/lawns, and hard-surfaced driveway entrances shall be removed by mobile vacuum unit after surface treatment has been exposed to traffic as directed by the Engineer up to three weeks after final treatment has been opened to traffic.

Section VI. - Measurement and Payment is amended to include the following:

Vacuuming shall be included in the price of other appropriate items.

9-4-14; Reissued 7-12-16_(SPCN) https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/_layouts/WordViewer.aspx?id=/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/SP314-000100-00.docx

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

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

3-3-20 (SPCN)

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

6-13-17 (SPCN)

ASPHALT CONCRETE PAVEMENT TY. BM-25.0A shall conform to the requirements of section 315 of the Specifications. Asphalt Concrete Ty. BM-25.0A will be measured in tons and will be paid for at the Contract unit price per ton. The unit price shall include all materials, labor, equipment, hauling, placement, compaction, and incidentals necessary to complete the work in accordance with Section 315, except as noted herein. Asphalt Concrete Ty. BM-25.0A shall be done in accordance with the procedures of Section 315 except as modified herein.

Payment will be made under:

Pay Item Pay Unit

Asphalt Concrete Ty. BM-25.0A Ton

3-4-26 (SPCN)

REMOVE EXIST CONCRETE JERSEY WALL shall conform to the requirements of section 510 of the Specifications. Removing existing concrete jersey wall of the type and size specified in the contract documents will be measured in linear feet and will be paid for at the Contract unit price per linear foot. This price shall include those items mentioned in Section 510. Removing the existing concrete jersey wall shall be done in accordance with the procedures of Section 510 except as modified herein.

Remove Exist Concrete Jersey Wall LF

BEDDING MATL. AGGR. NO. 57 shall conform to the requirements of section 203 of the Specifications.

Bedding Matl. Aggr. No. 57 will be measured in tons and will be paid for at the Contract unit price per ton.

The unit price shall include all materials, labor, equipment, hauling,…