K61_118375.pdf

www.VirginiaDOT.org

WE KEEP VIRGINIA MOVING

DEPARTMENT OF TRANSPORTATION

1401 EAST BROAD STREET

RICHMOND, VIRGINIA 23219-2000

Stephen C. Brich, P.E.

Commissioner

May 7, 2024

Order No.: K61 Project: 0058-133-459, B616, C501 FHWA: None District: Hampton Roads County: Suffolk Route: 58 Bids: May 22, 2024

To Holders of Bid Proposals:

Please make the following changes in your copy of the bid proposal for the captioned project:

BID PROPOSAL:

The Determination of Major Items page has been revised.

Item 512SD20-0031 TRAFFIC BARRIER SER. CONC. MB-7D PC has been removed.

Sincerely, David B. Coaker, PE, CCM State Contract Engineer Construction Division

James L. Swanson for

James L Swanson

2024.05.07 12:04:11-04'00'

DEPARTMENT OF TRANSPORTATION

1401 EAST BROAD STREET

RICHMOND, VIRGINIA 23219-2000

Stephen C. Brich, P.E.

Commissioner

May , 2024

Order No.: K61 Project: 0058-133-459, B616, C501 FHWA: None District: Hampton Roads County: Suffolk Route: 58 Bids: May 22, 2024

To Holders of Bid Proposals:

Please make the following changes in your copy of the bid proposal for the captioned project:

BID PROPOSAL:

Substitute Schedule of Items:

Item 700SX20-0022 has been removed.

Items 700SD20-0056, 507SD20-0003, and 507SD20-0004 have been added.

PLAN SHEETS:

The following Plan Sheets have been revised:

0058-133-459 c-501_01b_r2 0058-133-459 c-501_01d_r2 0058-133-459 c-501_02c_r2 0058-133-459 c-501_06(2A)_r2

The following Plan Sheets have been added:

0058-133-459 C501_09(01) 0058-133-459 C501_09(02) 0058-133-459 C501_09(02A) 0058-133-459 C501_09(03)

0058-133-459 C501_09(04) 0058-133-459 C501_09(05) 0058-133-459 C501_09(06) 0058-133-459 C501_09(07) 0058-133-459 C501_09(08)

Plans are available for viewing in ProjectWise.

Sincerely, David B. Coaker, PE, CCM State Contract Engineer Construction Division

James L. Swanson for

James L Swanson

2024.05.06 13:14:15-04'00'

ORDER NO.: K61

CONTRACT ID. NO.: C0000118375C01B

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

CNSP (S) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 58

FHWA NUMBER: NONE

PROJECT NUMBER: 0058-133-459, B616, C501

COUNTY: SUFFOLK

DISTRICT: HAMPTON ROADS

DESCRIPTION: INTERCHANGE IMPROVEMENTS

FROM: 0.429 MI EAST OF RTE. 13/58/460 BYPASS

TO: 2.536 MI WEST OF SUFFOLK CITY LIMITS

DATE BID SUBMITTED: 10:00 A.M. WEDNESDAY, MAY 22, 2024

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 https://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: 0058-133-459, B616, 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. 2-23-11

COMMONWEALTH OF VIRGINIA

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION FORM (ALL BIDDERS)

PROJECT NO.:0058-133-459, B616, C501 CONTRACT ID. NO.: C0000118375C01B

FHWA NO: NONE DATE SUBMITTED____________________

All bidders, including DBEs bidding as Prime Contractors, shall complete and submit the following information as requested in this form within ten (10) business days after the opening of bids.

The bidder 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 bidder also certifies he/she has had direct contact with the named firms regarding participation on this project.

BIDDER_________________________________SIGNATURE________________________________

TITLE_____________________________________________________________________________

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION (ALL)

VENDOR

NUMBER

NAME OF SUBCONTRACTOR/SUPPLIER

TELEPHONE NUMBER

DBE OR

NON-DBE

UTILIZED

(Y/N)

NOTE: ATTACH ADDITIONAL PAGES, IF NECESSARY.

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

Form C-7

Rev. 2-2-24

SHEET 1

TERMS OF THE PROPOSAL\CONTRACT

DEPARTMENT OF TRANSPORTATION

SUBMITTED: 10:00 A.M. WEDNESDAY, MAY 22, 2024

PROJECT NUMBER: 0058-133-459, B616, C501

ROUTE NUMBER: 58

FHWA NUMBER: NONE

DESCRIPTION: INTERCHANGE IMPROVEMENTS

FROM: 0.429 MI EAST OF RTE. 13/58/460 BYPASS

TO: 2.536 MI WEST OF SUFFOLK CITY LIMITS

DISTRICT: HAMPTON ROADS COUNTY: SUFFOLK

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: December 4, 2026

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 05/01/2024Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000118375C01B 0058-133-459,C501,B616

Order No.: K61

Oversight/State Project No.:

Federal Project No.: NONE

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0010 108SP20-0001

BASELINE PROGRESS

SCHEDULE

LUMP SUM _________._____LUMP SUM

ATTD

0020 108SP20-0002

PROGRESS SCHEDULE

UPDATES

EA

25.000

ATTD

0030 109SX20-0030

MONITORING (VIBRATING

WIRE PIEZOMETERS)

EA

5.000

ATTD

0040 301SD20-0001

CLEARING AND GRUBBING LUMP SUM _________._____LUMP SUM

0050 302SD20-0005

REINF. STEEL LB

1,657.000

302, 406

0060 302SD20-0013

ENDWALL EW-12 EA

15.000

0070 302SD20-0025

15" CONC. PIPE LF

58.000

0080 302SD20-0027

15" STORM SEWER PIPE LF

77.000

0090 302SD20-0039

24" CONC. PIPE LF

79.000

0100 302SD20-0059

36" CONC. PIPE LF

112.000

0110 302SD20-0064

42" CONC. PIPE LF

138.000

0120 302SD20-0069

48" CONC. PIPE LF

54.000

0130 302SD20-0081

60" CONC. PIPE LF

519.000

0140 302SD20-0237

DROP INLET DI-1 EA

2.000

REVISED 5/6/2024

Schedule of Items Page: 3

Proposal ID: C0000118375C01B 0058-133-459,C501,B616

Order No.: K61

Oversight/State Project No.:

Federal Project No.: NONE

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0150 302SD20-0458

DROP INLET DI-10H TY. I,L=14' EA

1.000

0160 302SD20-0500

DROP INLET DI-10K TY. II,L=6' EA

1.000

0170 302SD20-0655

DROP INLET DI-13 TY.I EA

2.000

0180 302SD20-0656

DROP INLET DI-13 TY.II EA

1.000

0190 302SD20-0662

MANHOLE MH-1 OR 2 LF

8.000

0200 302SD20-0663

FRAME & COVER MH-1 EA

1.000

0210 303SD20-0001

REGULAR EXCAVATION CY

10,183.000

0220 303SD20-0015

SETTLEMENT PLATE EA

6.000

0230 303SD20-0016

MINOR STR. EXCAV. PIPE

CULVERT

CY

985.000

0240 303SD20-0022

CHECK DAM ROCK TY. I EA

20.000

0250 303SD20-0028

DEWATERING BASIN EC-8 EA

17.000

0260 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

2,094.000

0270 303SD20-0030

INLET PROTECTION TYPE A EA

2.000

0280 303SD20-0031

INLET PROTECTION TYPE B EA

8.000

Schedule of Items Page: 4

Proposal ID: C0000118375C01B 0058-133-459,C501,B616

Order No.: K61

Oversight/State Project No.:

Federal Project No.: NONE

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.

0290 303SD20-0034

TEMP. SILT FENCE TYPE A LF

10,147.000

0300 303SX20-0003

EXCAVATION TEMP.

DIVERSION CHANNEL

EXCAVATION

CY

467.000

ATTD

0310 303SX20-0003

EXCAVATION UNDERCUT

EXCAVATION

CY

5,169.000

0320 303SX20-0008

GEOTEXTILE (GASOLINE

RESISTANT GEOMEMBRANE)

SY

5,800.000

ATTD

0330 303SX20-0008

GEOTEXTILE (GEOGRID) SY

2,000.000

0340 305SD20-0001

BORROW EXCAVATION CY

44,979.000

0350 305SD20-0009

GEOTEXTILE SUBGRADE

STAB.

SY

7,622.000

0360 305SX20-0004

SELECT MATERIAL

(EXPANDED POLYSTYRENE

(EPS) GEOFOAM BLOCK FILL)

CY

9,100.000

ATTD

0370 305SX20-0006

SELECT MATERIAL

(GRANULAR FILL)

TON

20,500.000

ATTD

0380 307SD20-0004

CEM. STAB. AGGR. BASE.

MATL. TY. I NO. 21A

TON

5,917.000

0390 312SD20-0006

COVER MATL. AGGR. NO. 8 TON

56.000

0400 313SD20-0001

ASPH-STAB. OPEN-GRADED

MATERIAL

TON

1,143.000

Schedule of Items Page: 5

Proposal ID: C0000118375C01B 0058-133-459,C501,B616

Order No.: K61

Oversight/State Project No.:

Federal Project No.: NONE

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.

0410 315SD20-0003

ASPHALT CONCRETE TY. SM-

12.5E CONST

TON

994.000

0420 315SD20-0011

ASPHALT CONCRETE TY. BM-

25.0D CONST

TON

6,528.000

0430 315SD20-0018

ASPH.CONC.CURB BACKUP

MATL. CONST

TON

27.000

0440 315SX20-0011

SAW-CUT ASPH CONC (FULL

DEPTH)

LF

5,531.000

0450 317SD20-0004

STONE MATRIX ASPH. SMA-

12.5 64E-22

TON

4,235.000

317, 315

0460 317SD20-0006

STONE MATRIX ASPH. SMA-

19.0 64E-22

TON

1,894.000

317, 315

0470 401SD20-0001

STRUCTURE EXCAVATION

CONST.

CY

1,104.000

0480 401SD20-0005

PIPE UNDERDRAIN 6" CONST. LF

120.000

0490 401SD20-0007

COFFERDAM EA

16.000

0500 402SD20-0004

TEMPORARY SHEET PILING SF

3,254.000

0510 403SD20-0004

DYNAMIC PILE TEST EA

5.000

0520 403SD20-0014

PRESTRESSED CONCRETE

STEEL STRAND PILES 18”

LF

5,455.000

Schedule of Items Page: 6

Proposal ID: C0000118375C01B 0058-133-459,C501,B616

Order No.: K61

Oversight/State Project No.:

Federal Project No.: NONE

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 403SD20-0044

DRIVING TEST FOR 18"

PRESTR. CONC. PILE

LF

336.000

0540 404SD20-0003

CONCRETE CLASS A3, SPR.

STRUCT. CONST. - LOAD

DISTRIBUTION SLAB

CY

556.300

0550 404SD20-0005

CONC. CL. A4 MOD. LOW

SHRINK., SPR. STRUCT.

CONST.

CY

694.800

0560 404SD20-0009

BRIDGE DECK GROOVING

CONST.

SY

2,264.000

0570 404SD20-0010

COVER DEPTH SURVEY

CONST.

SY

2,500.000

0580 404SD20-0012

CONCRETE CLASS A4,

SUBSTRUCT. CONST.

CY

946.800

0590 406SD20-0001

REINFORCING STEEL SPR.

STRUCT. CONST. - LOAD

DISTRIBUTION SLAB

LB

82,860.000

0600 406SD20-0003

CR REINF. STEEL CL. I SPR.

STRUCT. CONST.

LB

183,540.000

0610 406SD20-0006

REINFORCING STEEL

SUBSTRUCT. CONST.

LB

95,930.000

0620 406SD20-0008

CR REINF. STEEL CL. I

SUBSTRUCT. CONST.

LB

50,320.000

0630 407SD20-0007

STR.ST.PLATE GIRDER ASTM

A709 GR.50W

LUMP SUM _________._____LUMP SUM

Schedule of Items Page: 7

Proposal ID: C0000118375C01B 0058-133-459,C501,B616

Order No.: K61

Oversight/State Project No.:

Federal Project No.: NONE

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 410SD20-0006

CONCRETE PARAPET 42"

CONST.

LF

1,281.000

0650 410SX20-0011

PIER PROTECTION SYSTEM

54", CONST

LF

281.000

ATTD

0660 414SD20-0001

EROSION CTRL. STONE CL.

A1, EC-1

TON

211.000

0670 415SD20-0004

CONC. SLAB SLOPE

PROTECTION 4"

SY

231.000

0680 416SD20-0003

WATERPROOFING – EPOXY

RESIN TYPE EP-3B/EP-3T

SY

213.000

0690 419SX20-0008

BRG. CONDUIT SYSTEM STR.

NO. 8074

LUMP SUM _________._____LUMP SUM

0700 423SD20-0003

TOOTH EXP.JT. ASSEMBLY 2"

CONST.

LF

71.000

0710 430SX20-0001

NBIS ACCESS, UNDER

BRIDGE STR. NO. 8074

DAY

2.000

0720 501SD20-0004

UNDERDRAIN UD-4 LF

4,823.000

0730 501SD20-0009

OUTLET PIPE LF

148.000

0740 502SD20-0014

CURB, STD. CG-3 LF

136.000

0750 502SD20-0020

CURB, ASPHALT MC-3B LF

657.000

0760 502SD20-0037

MEDIAN BARRIER MB-7E LF

100.000

Schedule of Items Page: 8

Proposal ID: C0000118375C01B 0058-133-459,C501,B616

Order No.: K61

Oversight/State Project No.:

Federal Project No.: NONE

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 502SD20-0038

MEDIAN BARRIER MB-7F LF

381.000

0780 502SD20-0044

MEDIAN BARRIER MB-8A

TYPE I

LF

22.000

0790 502SX20-0002

MEDIAN BARRIER (F-SHAPED

PARAPET WITH MOMENT

SLAB)

LF

456.000

ATTD

0800 504SD20-0001

CONCRETE CLASS A3 MISC. CY

91.000

302, 504

0810 505SD20-0011

GUARDRAIL GR-MGS1 LF

4,895.000

0820 505SD20-0017

GUARDRAIL TERMINAL GR-

MGS2

EA

1.000

0830 505SD20-0018

GUARDRAIL END

ANCHORAGE GR-MGS3

EA

3.000

0840 505SD20-0019

GUARDRAIL HEIGHT

TRANSITION GR-MGS4

EA

9.000

0850 505SD20-0039

GUARDRAIL TER.SITE

PREPARATION

EA

1.000

0860 505SD20-0040

GUARDRAIL GR-10 LF

150.000

0870 505SD20-0053

FIXED OBJECT ATTACH. GR-

FOA-2 TY. I

EA

1.000

0880 505SD20-0055

FIXED OBJECT ATTACH. GR-

FOA-5

EA

5.000

Schedule of Items Page: 9

Proposal ID: C0000118375C01B 0058-133-459,C501,B616

Order No.: K61

Oversight/State Project No.:

Federal Project No.: NONE

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.

0890 505SD20-0073

REMOVE EXISTING

GUARDRAIL

LF

933.000

0900 506SX20-0006

RETAINING WALL TILT-UP

WALL

SF

4,722.000

ATTD

0910 507SD20-0001

FENCE FE-W1 LF

2,122.000

0920 507SD20-0003

LINE BRACE UNIT FE-W1 OR

FE-W2

EA

1.000

0930 507SD20-0004

CORNER BRACE UNIT FE-W1

OR FE-W2

EA

9.000

0940 508SD20-0001

OBSCURING ROADWAY UNIT

21.000

0950 508SD20-0003

DEMO. OF PAVEMENT RIGID SY

84.000

0960 508SD20-0004

DEMO. OF PAVEMENT

FLEXIBLE

SY

6,070.000

0970 509SD20-0001

FLOWABLE BACKFILL CY

11.000

0980 510SX20-0016

REMOVE EXIST. FENCE

REMOVE EXIST. FENCE

LF

1,645.000

ATTD

0990 510SX20-0029

RESET EXIST. (REMOVE AND

RESET GATE)

EA

1.000

ATTD

1000 510SX20-0039

REMOVE EXIST.

CONDUCTORS

LF

6,900.000

ATTD

Schedule of Items Page: 10

Proposal ID: C0000118375C01B 0058-133-459,C501,B616

Order No.: K61

Oversight/State Project No.:

Federal Project No.: NONE

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 510SX20-0040

REMOVE EXIST. ELECTRICAL

SERVICE

EA

1.000

ATTD

1020 510SX20-0040

REMOVE EXIST. FLASHING

BEACON ASSEMBLY

EA

4.000

ATTD

1030 510SX20-0042

RELOCATE EXISTING LIGHT

POLE

EA

8.000

ATTD

1040 510SX20-0048

INSTALL VALVE & BOX 36"

BUTTERFLY VALVE & BOX

EA

2.000

ATTD

1050 512SD20-0007

IMPACT ATTEN.SER. TY. 1 TL-

3, >=40 MPH

EA

6.000

1060 512SD20-0012

TYPE 3 BARRICADE 4' EA

8.000

1070 512SD20-0013

TYPE 3 BARRICADE 8' EA

8.000

1080 512SD20-0014

TEMPORARY SIGN SF

5,674.000

1090 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

5,440.000

1100 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

50,542.000

1110 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

3,616.000

1120 512SD20-0026

ELECTRONIC ARROW BOARD HR

6,512.000

1130 512SD20-0029

WARNING LIGHT TY. B DAY

15.000

Schedule of Items Page: 11

Proposal ID: C0000118375C01B 0058-133-459,C501,B616

Order No.: K61

Oversight/State Project No.:

Federal Project No.: NONE

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 512SD20-0031

TRAFFIC BARRIER SER.

CONC. MB-7D PC

LF

11,912.000

1150 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

555.000

1160 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

400.000

1170 512SD20-0044

TEMP. PAVE. MARKER 1 WAY EA

100.000

1180 512SD20-0062

TEMP. PVMT MRKG TY. D, CL.

III, 6"

LF

8,049.000

1190 512SD20-0063

TEMP. PVMT MRKG TY. D, CL.

III, 8"

LF

3,788.000

1200 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

1210 514SD20-0001

FIELD OFFICE TY.I MO

25.000

1220 515SD20-0013

FLEXIBLE PAVE.PLANING 0"-

2"

SY

15,630.000

1230 517SD20-0001

CONSTRUCTION SURVEYING

CONSTR.

LUMP SUM _________._____LUMP SUM

1240 520SD20-0313

54" STEEL JACKED

ENCASEMENT PIPE

LF

161.000

1250 602SX20-0005

TOPSOIL (CLASS B 3" DEPTH) ACRE

10.000

1260 603SD20-0002

TEMPORARY SEED LB

1,000.000

Schedule of Items Page: 12

Proposal ID: C0000118375C01B 0058-133-459,C501,B616

Order No.: K61

Oversight/State Project No.:

Federal Project No.: NONE

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

1270 603SD20-0003

REGULAR SEED LB

1,750.000

1280 603SD20-0004

OVERSEEDING LB

1,400.000

1290 603SD20-0008

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 2

SY

42,350.000

1300 603SD20-0009

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 3

SY

66,550.000

1310 603SD20-0011

SEDIMENT RETENTION ROLL

18" MIN

LF

625.000

1320 603SD20-0014

FERTILIZER NITROGEN - N LB

956.000

1330 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

1,313.000

1340 603SD20-0016

FERTILIZER POTASSIUM - K LB

656.000

1350 603SD20-0017

LIME TON

45.000

1360 606SD20-0001

ROLLED EROSION CTRL

PRODUCT EC-2 TYPE 1

SY

5,160.000

1370 606SD20-0007

ROLLED EROSION CTRL

PRODUCT EC-3 TYPE 3

SY

5.000

1380 608SD20-0001

MOWING HR

100.000

1390 700SD20-0003

REMOVE EXISTING 1 POST

SIGN STRUCTURE

EA

13.000

Schedule of Items Page: 13

Proposal ID: C0000118375C01B 0058-133-459,C501,B616

Order No.: K61

Oversight/State Project No.:

Federal Project No.: NONE

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

1400 700SD20-0004

REMOVE EXISTING 2 POST

SIGN STRUCTURE

EA

3.000

1410 700SD20-0012

RELOCATE EX. 1 POST GRND

MOUNT SGN PANEL

EA

5.000

1420 700SD20-0018

VA SIGN POST W4 X 13 LF

11.000

1430 700SD20-0019

VA SIGN POST W6 X 12 LF

86.000

1440 700SD20-0024

VIA SIGN POST W14 X 22 LF

40.000

1450 700SD20-0034

SIGN POST STP-1, 2", 14

GAUGE

LF

90.000

1460 700SD20-0035

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

GAUGE

LF

48.000

1470 700SD20-0036

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

GAUGE

LF

171.000

1480 700SD20-0037

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

GAUGE

LF

28.000

1490 700SD20-0038

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

11.000

1500 700SD20-0039

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

12.000

1510 700SD20-0045

CONC. FOUND. SSP-VA, 2'6"

DIA. X 7' DEEP

EA

1.000

1520 700SD20-0046

CONC. FOUND. SSP-VA, 1'9"

DIA. X 4'6" DEEP

EA

1.000

Schedule of Items Page: 14

Proposal ID: C0000118375C01B 0058-133-459,C501,B616

Order No.: K61

Oversight/State Project No.:

Federal Project No.: NONE

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.

1530 700SD20-0047

CONC. FOUND. SSP-VA, 2'6"

DIA. X 6' DEEP

EA

6.000

1540 700SD20-0049

CONC. FOUND. SSP-VIA, 3'

DIA. X 7' DEEP

EA

2.000

1550 700SD20-0056

CONC. FOUND. O/H SIGN

STRUCTURE

CY

10.200

1560 700SD20-0131

ELECTRICAL SERVICE SE-2,

TY. B

EA

1.000

1570 700SD20-0143

6 CONDUCTOR CABLE LF

3,750.000

1580 700SD20-0149

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

8.000

1590 700SD20-0177

JUNCTION BOX JB-S1 EA

4.000

1600 700SD20-0191

BORED CONDUIT 2" LF

160.000

1610 700SD20-0194

CONDUIT PVC 2" LF

1,120.000

1620 700SD20-0197

TRENCH EXCAVATION ECI-1 LF

1,120.000

1630 700SD20-0199

TEST BORE EA

1.000

1640 700SX20-0003

SIGN STRUCTURE,

OVERHEAD CANT.

OVERHEAD CANTILEVER

EA

1.000

Schedule of Items Page: 15

Proposal ID: C0000118375C01B 0058-133-459,C501,B616

Order No.: K61

Oversight/State Project No.:

Federal Project No.: NONE

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.

1650 700SX20-0017

REMOVE EXIST. OVERHEAD

SIGN STRUCTURE

OVERHEAD SIGN

STRUCTURE

EA

1.000

1660 700SX20-0021

TRAFFIC SIGN (MOUNT SIGN

PANEL TO MEDIAN BARRIER)

EA

6.000

ATTD

1670 701SD20-0001

SIGN PANEL SF

798.000

1680 703SD20-0048

REMOVE EXISTING

MANHOLE/JUNCTION BOX

EA

4.000

1690 704SD20-0027

TYPE B CLASS VI PVMT LINE

MRKG 6"

LF

22,419.000

1700 704SD20-0028

TYPE B CLASS VI PVMT LINE

MRKG 8"

LF

1,735.000

1710 704SD20-0029

TYPE B CLASS VI PVMT LINE

MRKG 12"

LF

2,055.000

1720 704SD20-0032

INLAID PAVEMENT MARKER

ASPHALT

EA

233.000

ATTD

1730 705SD20-0003

CONTROL CENTER CCW-1

TYPE C

EA

1.000

1740 705SX20-0002

LIGHTING PHOTOCELL

REMOVAL

EA

18.000

ATTD

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000118375C01B

K61

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-

_______MINOR STR. EXCAV. PIPE CULVERT 0.290303SD20-

_______SILTATION CONTROL EXCAVATION 0.290303SD20-

_______BORROW EXCAVATION 0.290305SD20-

_______CEM. STAB. AGGR. BASE. MATL. TY. I NO. 21A 0.600307SD20-

_______COVER MATL. AGGR. NO. 8 0.600312SD20-

_______ASPH-STAB. OPEN-GRADED MATERIAL 3.000313SD20-

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

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

_______STONE MATRIX ASPH. SMA-12.5 64E-22 4.000317SD20-

_______STONE MATRIX ASPH. SMA-19.0 64E-22 4.000317SD20-

_______STRUCTURE EXCAVATION CONST. 0.290401SD20-

_______CONCRETE CLASS A3, SPR. STRUCT. CONST. - LOAD

DISTRIBUTION SLAB

1.892404SD20-

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

_______CONCRETE CLASS A4, SUBSTRUCT. CONST. 1.892404SD20-

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

_______CONCRETE CLASS A3 MISC. 1.892504SD20-

Bid Items Eligible For Fuel Adjustment

C0000118375C01B

K61

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:

_______DEMO. OF PAVEMENT RIGID 0.200508SD20-

_______DEMO. OF PAVEMENT FLEXIBLE 0.200508SD20-

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

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Steel Price Adjustment

C0000118375C01B

K61

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-

_______REINFORCING STEEL SPR. STRUCT. CONST. - LOAD DISTRIBUTION

SLAB

406SD20-

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

_______REINFORCING STEEL SUBSTRUCT. CONST.406SD20-

_______CR REINF. STEEL CL. I SUBSTRUCT. CONST.406SD20-

_______STR.ST.PLATE GIRDER ASTM A709 GR.50W407SD20-

_______GUARDRAIL GR-MGS1505SD20-

_______GUARDRAIL TERMINAL GR-MGS2505SD20-

_______GUARDRAIL END ANCHORAGE GR-MGS3505SD20-

_______GUARDRAIL HEIGHT TRANSITION GR-MGS4505SD20-

_______GUARDRAIL GR-10505SD20-

_______FENCE FE-W1507SD20-

_______54" STEEL JACKED ENCASEMENT PIPE520SD20-

_______VA SIGN POST W4 X 13700SD20-

_______VA SIGN POST W6 X 12700SD20-

_______VIA SIGN POST W14 X 22700SD20-

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

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

Bid Items Eligible For Steel Price Adjustment

C0000118375C01B

K61

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:

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

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

_______TRAFFIC SIGN (MOUNT SIGN PANEL TO MEDIAN BARRIER)700SX20-

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000118375C01B

K61

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

ASPH-STAB. OPEN-GRADED MATERIAL313SD20-0001

ASPHALT CONCRETE TY. SM-12.5E CONST315SD20-0003

ASPHALT CONCRETE TY. BM-25.0D CONST315SD20-0011

ASPH.CONC.CURB BACKUP MATL. CONST315SD20-0018

STONE MATRIX ASPH. SMA-12.5 64E-22317SD20-0004

STONE MATRIX ASPH. SMA-19.0 64E-22317SD20-0006

Determination of Major Items

1C0000118375C01BContract ID:

ltem Description Item

Number

BORROW EXCAVATION305SD20-0001

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

CONCRETE CLASS A4, SUBSTRUCT. CONST.404SD20-0012

SELECT MATERIAL (EXPANDED POLYSTYRENE (EPS) GEOFOAM BLOCK FILL)305SX20-0004

PRESTRESSED CONCRETE STEEL STRAND PILES 18”403SD20-0014

TRAFFIC BARRIER SER. CONC. MB-7D PC512SD20-0031

ASPHALT CONCRETE TY. BM-25.0D CONST315SD20-0011

REVISED 5/7/2024

Form C-111S 6-7-16

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

MINIMUM SWAM REQUIREMENTS

PROJECT NO: 0058-133-459, B616, C501

Federal Project No.: NONE

* * * INSTRUCTIONS * * *

THIS FORM CAN BE USED BY THE CONTRACTOR TO SUBMIT THE NAMES OF SWAM FIRMS TO BE UTILIZED ON THE PROJECT. THE CONTRACTOR SHALL INDICATE THE DESCRIPTION OF THE CATEGORY (S, M, SP or H) AND THE TYPE OF WORK THAT EACH SWAM WILL PERFORM AND THE ALLOWABLE CREDIT PER ITEM(S). ADDITIONAL SHEETS TO SHOW THE ALLOWABLE CREDIT PER ITEM MAY BE ATTACHED IF NECESSARY. PLEASE NOTE: THE AMOUNT OF ALLOWABLE CREDIT FOR A SWAM SUPPLIER IS 60% OF THE TOTAL COST OF THE MATERIALS OR SUPPLIES OBTAINED AND 100% FOR A SWAM MANUFACTURER OF THE MATERIALS AND SUPPLIES OBTAINED. A CONTRACTOR MAY COUNT 100% OF THE FEES PAID TO A SWAM HAULER FOR THE DELIVERY OF MATERIALS AND SUPPLIES TO THE PROJECT SITE, BUT NOT

FOR THE COST OF THE MATERIALS AND SUPPLIES THEMSELVES.

SWAM REQUIREMENT 12.00 %

PERCENT ATTAINED BY BIDDER %

NAMES(S) AND CERTIFICATION NO.

OF SWAM(S) TO BE USED

USED AS

SUBCONTR. (S)

MFG. (M)

SUPPLIER (SP)

HAULER (H)

TYPE OF WORK AND ITEM

NO(S)

$ AMOUNT OF

ALLOWABLE

CREDIT PER

ITEM

TOTAL $

TOTAL CONTRACT VALUE $ x REQUIRED SWAM % = $

I/WE CERTIFY THAT THE PROPOSED SWAM(S) SUBMITTED WILL BE USED ON THIS CONTRACT AS STATED HEREON AND ASSURE THAT DURING THE LIFE OF THE CONTRACT. I/WE WILL MEET OR EXCEED THE PARTICIPATION

ESTABLISHED HEREON BY THE DEPARTMENT.

BY

BIDDER SIGNATURE

BY

TITLE DATE

Form C-112S

6-7-16

CERTIFICATION OF BINDING AGREEMENT

WITH

SMALL, WOMEN-OWNED, AND MINORITY-OWNED BUSINESS FIRMS

PROJECT NO: 0058-133-459, B616, C501

Federal Project No.: NONE

This form is to be submitted in accordance with the Department’s Special Provision for Section 107.15.

It is hereby certified by the below signed Contractors that there exists a written quote, acceptable to the parties involved preliminary to a binding subcontract agreement stating the details concerning the work to be performed and the price which will be paid for the aforementioned work. This document is not intended to, nor should it be construed to, contain the entire text of the agreement between the contracting parties.

This document does not take the place of, nor may it be substituted for, an official subcontracting agreement in those situations that may require such an agreement. A copy of the fully executed subcontract agreement shall be submitted to the Engineer within fourteen (14) business days after contract execution.

It is further certified that the aforementioned mutually acceptable quote and fully executed subcontract agreement represent the entire agreement between the parties involved and that no conversations, verbal agreements, or other forms of non-written representations shall serve to add to, delete, or modify the terms as stated.

The prime Contractor further represents that the aforementioned mutually acceptable quote and fully executed subcontract agreement shall remain on file for a period of not less than one year following completion of the prime's contract with the Department or for such longer period as provisions of governing Federal or State law or regulations may require. For purposes of this form, the term Prime Contractor shall refer to any Contractor utilizing a SWAM subcontractor, regardless of tier, in which they are claiming SWAM credit toward the contract goal.

Contractors further jointly and severally represent that said binding agreement is for the performance of a "commercially useful function" as that term is employed in 49 C.F.R. Part 26.55 (c), (d).

SWAM Contractor

By:

Signature Title

Date:

*Subcontractor

* TO BE SIGNED BY THE SUBCONTRACTOR ONLY IF THEY HAVE A CONTRACT WITH THE ABOVE SWAM FIRM

Prime Contractor

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

*CN100-000026-08 GEN. PROJ. REQUIRE., SSS/SPS/SPCNS 4-4-22 (SPCN) 1

CN105-000610-00 SEC. 105.06—SUBCONTRACTING R-7-12-16 (SPCN) 1

CN315-000100-00 SEC. 315.05(C) PLACING AND FINISHING 1-18-17 (SPCN) 2

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

CN704-000200-00 INLAID PAVE. MARKER LOC. AND SPACING 8-11-21 (SPCN) 3

SEC. 103.02—AWARD OF CONTRACT (75 DAYS) R-7-12-16_(SPCN) 3

*DRUG-FREE WORKPLACE 7-3-19 (SPCN) 4

CQ107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY 5-11-22 4

SEC. 108.04—DETERMINE/EXTEND CONTRACT TIME LIMIT (75 DAYS) 7-12-16_(SPCN) 5

*SECTION 317—STONE MATRIX ASPHALT CONC. PLACEMENT 9-17-18 (SPCN) 6

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

REMOVE EXISTING ELECTRICAL SERVICE 10-19-23 (SPCN) 6

REMOVE AND RESET GATE 10-19-23 (SPCN) 6

TRAFFIC SIGN (MOUNT SIGN PANEL TO MEDIAN BARRIER) 10-19-23 (SPCN) 6

DROP INLET COMPATIBLE WITH F-SHAPED PARAPET WITH MOMENT SLAB 10-20-23 (SPCN)’ 7

TEMPORARY DIVERSION CHANNEL EXCAVATION 10-20-23 (SPCN) 7

RETAINING WALL (TILT-UP WALLS) 11-1-23 (SPCN) 7

RELOCATE EXISTING LIGHT POLE 10-19-23 (SPCN) 7

REMOVE LIGHTING PHOTOCELL 10-19-23 (SPCN) 8

REMOVE EXISTING FLASHING BEACON ASSEMBLY 10-20-23 (SPCN) 8

STRUCTURAL STEEL PLATE GIRDERS 10-20-23 (SPCN) 8

CLEARING AND GRUBBING 10-19-23 (SPCN) 8

SECTION 305.04(C)— BORROW 2-9-24 (SPCN) 8

MEDIAN BARRIER (F-SHAPED PARAPET WITH MOMENT SLAB) 2-12-24 (SPCN) 9

PIER PROTECTION SYSTEM 10-23-20 (SPCN) 9

TEMPORARY DRAINAGE 10-20-23 (SPCN) 9

CONCRETE CLASS A4 (SUBSTRUCTURE) 11-1-23 (SPCN) 9

CLASS A3 CONCRETE—LOAD DISTRIBUTION SLAB 11-2-23 (SPCN) 10

REMOVE EXISTING CONDUCTORS 12-19-23 (SPCN) 10

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 11

SP105-000100-00 INFORMAL PARTNERING R-7-12-16 12

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 14

SP108-000110-01 PROG. SCHED. FOR CAT. II PROJECTS 3-21-22 15

*SP109-000100-04 ASPHALT MATERIAL PRICE ADJUSTMENT 6-29-23 33

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 34

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 36

*SP217-000120-00 MASS CONCRETE 3-19-20 41

*SP307-000100-02 CEMENT TREATED AGGREGATE BASE 5-19-23 45

SP515-000100-00 COLD PLANE (MILL) ASPHALT CONC. OPERATIONS 7-12-16 51

*SP700-000180-03 MODIFICATIONS TO AASHTO’S SIGN STRUCT. SPEC. 9-29-20 56

*SP704-000120-00 INLAID PAVEMENT MARKERS 8-26-19 60

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 63

SEC. 107.15—USE OF SWAM BUSINESSES 6-7-21 65

SQ107-001620-00 PREVAILING WAGE RATES 5-11-2021 81

SS109-002020-01 SEC. 109—MEASUREMENT AND PAYMENT 5-1-23 86

*SS211-002020-02 SECT 211 – ASPHALT CONCRETE 5-15-23 89

TABLE OF CONTENTS FOR PROVISIONS

*SS220-002020-01 SEC. 220 – CONCRETE CURING MATERIALS 8-28-20 94

SECTION 223 – STEEL REINFORCEMENT 04/04/2023 95

*SS234-002020-01 SECTION 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 96

*SS235-002020-01 SECTION 235 – RETROREFLECTORS 5-6-22 97

SS236-002020-01 SECTION 236 – WOOD PRODUCTS 5-14-21 98

*SS246-002020-02 SECTION 246 – PAVEMENT MARKING 5-6-22 102

SECTION 248 – STONE MATRIX ASPHALT CONCRETE 5-26-23 110

*SS305-002020-02 SECTION 305 – SUBGRADE AND SHOULDERS 12-20-23 111

SS308-002020-01 SECTION 308 -SUBBASE COURSE 7-13-21 113

SS309-002020-01 SECTION 309 - AGGREGATE BASE COURSE 7-13-21 114

SS315-002020-04 SECTION 315 – ASPHALT CONCRETE PLACEMENT 6-16-23 115

SS318-002020-01 SECTION 318—PAVEMENT INTERLAYERS 8-2-23 133

SS321-002020-02 SECTION 321 – TRENCH WIDENING 4-4-23 134

*SS407-002020-02 SEC. 407 – STEEL & METAL STRUCT 11-01-22 136

*SS411-002020-01 SEC. 411 – PROT. COAT. OF METAL 11-01-22 138

*SS512-002020-03 SECTION 512 – MAINTAINING TRAFFIC 7-1-22 139

*SS704-002020-02 SECTION 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 153

SUBSTANTIAL COMPLETION INCENTIVE/DISINCENTIVE 9-8-23 159

LIMITATIONS OF OPERATIONS 10-23-23 161

GEOTECHNICAL INSTRUMENTATION 10-25-23 166

EXPANDED POLYSTYRENE (EPS) GEOFOAM BLOCK FILL 2-15-24 176

GEOGRID REINFORCEMENT 12-12-23 190

SECTION 105.08 COOPERATION WITH REGARD TO UTILITIES 11-30-23 194

TREE REMOVAL TIME OF YEAR RESTRICTION 12-5-23 198

PERMITS 199

cn100-000026-08 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 2011 edition of the Virginia Work Area Protection Manual with Revision Number 2.1 incorporated, dated November 1, 2020; the 2009 edition of the MUTCD with Revision Numbers 1 and 2 incorporated, dated May 2012; and the 2011 edition of the Virginia Supplement to the MUTCD with Revision Number 1 dated September 30, 2013; 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.

4-4-22 (SPCN)

cn105-000610-00 SECTION 105.06—SUBCONTRACTING of the Specifications is amended to replace the first paragraph with the following:

No portion of the Contract shall be subcontracted or otherwise disposed of without the written consent of the Engineer, except for work that is $25,000 or less per subcontractor, where the cumulative total of the sublets not requiring the Engineer’s written consent will not exceed 10 percent of the original contract value. This will not, however, waive the requirements for prequalification, and will be considered part of the percentage the Contractor is allowed to subcontract.

The Contractor shall notify the Engineer of the name of the firm to whom the work will be subcontracted, and the amount and items of work involved. Such notification shall be made and verbal approval given by the Engineer prior to the subcontractor beginning work.

5-15-08; Reissued 7-12-16 (SPCN) [formerly cn105-060100-00] https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/cn105-000610-00.docx https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/cn105-060100-00.docx cn315-000100-00 SECTION 315.05(c) PLACING AND FINISHING is modified by replacing the third paragraph with the following:

The longitudinal joint in one layer shall offset that in the layer immediately below by approximately 6 inches or more. The joint in the wearing surface shall be offset 6 inches to 12 inches from the centerline of the pavement if the roadway comprises two traffic lanes. The joint shall be offset approximately 6 inches from the lane lines if the roadway is more than two lanes in width. The longitudinal joint shall be uniform in appearance. On all roads except secondary routes, if the offset for the longitudinal joint varies from a straight line more than 2 inches in 50 feet on tangent alignment, or from a true arc more than 2 inches in 50 feet on curved alignment, the Contractor shall seal the joint using a water-proof sealer at no cost to the Department. The Contractor shall recommend a sealant and installation procedure to the Engineer for approval before proceeding. On all roads except secondary routes, if the offset for the longitudinal joint varies from a straight line more than 3 inches in 50 feet on tangent alignment, or from a true arc more than 3 inches in 50 feet on curved alignment, the Engineer may reject the paving. The Engineer will not require offsetting layers when adjoining lanes are paved in echelon and the rolling of both lanes occurs within 15 minutes after laydown.

1-18-17 (SPCN)

cn512-000130-00 TEMPORARY CONTRAST MARKINGS – Type D, Class III contrast pavement markings shall be used for all longitudinal temporary pavement markings on bridge decks and hydraulic cement concrete riding surfaces if all of the following are met:

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

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

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

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

2-26-19 (SPCN)

https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/cn315-000100-00.docx https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/cn512-000130-00.docx 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.

• 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

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

If the Contract is awarded, the award will be made to the lowest responsive and responsible bidder without discrimination on the grounds of race, color, gender, or national origin. In the event of tie bids, preference will be given to the lowest responsive and responsible bidder who is a resident of Virginia otherwise the tie will be decided by lot.

Whenever any bidder is a resident of any other state and such state under its laws allows a resident contractor of that state a preference, a like preference may be allowed to the lowest responsive and responsible bidder who is a resident of Virginia. The award date will not be later than midnight on the 75th day after the opening of bids. If the Board, or the Commissioner; where permitted by law, has not awarded the Contract within this period, the bidder may withdraw his bid without penalty or prejudice unless the time limit is extended by mutual consent. The Virginia Department of General Services shall post and maintain an updated list on its website of all states that allow their resident contractors an absolute preference or a percentage preference and the percentage amounts.

3-18-16; Reissued 7-12-16_(SPCN) https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2020_Standard_Specifications/cn704-000200-00.docx

DRUG-FREE WORKPLACE– The Contractor shall:

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

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

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

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

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

7-3-19 (SPCN)

cq107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY

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

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

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

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

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

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

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

5-11-22 (SPCN)

SECTION 108.04—DETERMINATION AND EXTENSION OF CONTRACT TIME LIMIT of the Specifications is amended to replace the second paragraph with the following:

When Contract execution is not within 75 calendar days after the opening of bids, or when the Contractor is unable to commence work because of any failure of the Department, the Contractor will be given an extension of time based on the number of days delayed beyond the 75 calendar days. No time extension will be allowed for a delay in the date of Contract execution when the delay is the fault of the Contractor.

7-12-16_(SPCN)

SECTION 317—STONE MATRIX ASPHALT CONCRETE PLACEMENT of the Specifications is amended as follows:

317.08—Compaction is amended to replace the second paragraph with the flowing:

The Contractor shall approach the use of vibratory rollers on SMA with caution to minimize coarse aggregate fracture/breakage in the aggregate skeleton of SMA mixes. If the Contractor elects to use a vibratory roller, the mat should receive not more than three vibratory passes. The Contractor shall use the roller only on the highest frequency and lowest amplitude setting.

9-17-18 (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…