K79_109314.pdf

ORDER NO.: K79

CONTRACT ID. NO.: C0000109314C01

Form C-6a

Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 669

FHWA NUMBER: STP-5B03(384)

PROJECT NUMBER: 0669-046-682, C501

COUNTY: ISLE OF WIGHT

DISTRICT: HAMPTON ROADS

DESCRIPTION: NEW ROAD CONSTRUCTION

FROM: 0.0520 MILES NORTH RTE. 665

TO: 0.0018 MILES WEST ROUTE 17

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

Form C-118 Rev. 7-6-05

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 (www.bidx.com\main\index.html) at the times designated in the Notice of Advertisement for Bids. For information see (http://cabb.virginiadot.org/cabb/)

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.

http://www.bidx.com/main/index.html http://cabb.virginiadot.org/cabb/

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: 0669-046-682,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.: 0669-046-682,C501 CONTRACT ID. NO.: C0000109314C01

FHWA NO: STP-5B03(384) 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. 1-19-12

SHEET 1

TERMS OF THE PROPOSAL\CONTRACT

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

PROJECT NUMBER: 0669-046-682,C501

ROUTE NUMBER: 669

FHWA NUMBER: STP-5B03(384)

DESCRIPTION: NEW ROAD CONSTRUCTION

FROM: 0.0520 MILES NORTH RTE. 665

TO: 0.0018 MILES WEST ROUTE 17

DISTRICT: HAMPTON ROADS COUNTY: ISLE OF WIGHT

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

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

COMPLETION DATE: JUNE 01, 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 03/05/2024Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000109314C01 0669-046-682,C501

Order No.: K79

Oversight/State Project No.:

Federal Project No.: STP-5B03(384)

Contractor:

0001 ROADWAY BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0010 108SP20-0001

BASELINE PROGRESS

SCHEDULE

LUMP SUM _________._____LUMP SUM

ATTD

0020 108SP20-0002

PROGRESS SCHEDULE

UPDATES

EA

24.000

ATTD

0030 301SD20-0001

CLEARING AND GRUBBING LUMP SUM _________._____LUMP SUM

0040 302SD20-0023

15" PIPE LF

85.000

0050 302SD20-0027

15" STORM SEWER PIPE LF

592.000

0060 302SD20-0032

18" STORM SEWER PIPE LF

7.000

0070 302SD20-0037

24" PIPE LF

302.000

0080 302SD20-0041

24" STORM SEWER PIPE LF

120.000

0090 302SD20-0051

30" STORM SEWER PIPE LF

8.000

0100 302SD20-0061

36" STORM SEWER PIPE LF

122.000

0110 302SD20-0198

15" END SECTION ES-1 OR 2 EA

13.000

0120 302SD20-0309

DROP INLET DI-3A EA

7.000

0130 302SD20-0312

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

10.000

0140 302SD20-0329

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

4.000

Schedule of Items Page: 3

Proposal ID: C0000109314C01 0669-046-682,C501

Order No.: K79

Oversight/State Project No.:

Federal Project No.: STP-5B03(384)

Contractor:

0001 ROADWAY 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 302SD20-0382

DROP INLET DI-4AA EA

2.000

0160 302SD20-0400

DROP INLET DI-4C,L=10' EA

1.000

0170 302SD20-0446

DROP INLET DI-5 EA

2.000

0180 302SD20-0670

TEMP. DIVE. CHANNEL

LINING CL. A

SY

360.000

0190 302SD20-0672

TEMP. DIVE. CHANNEL

EXCAVATION

CY

90.000

0200 302SX20-0004

BEDDING MATL. AGGR. NO.

TON

98.000

ATTD

0210 302SX20-0022

DRAINAGE LEVEL SPREADER EA

18.000

ATTD

0220 302SX20-0022

DRAINAGE PERMANENT

ROCK CHECK DAM

EA

1.000

ATTD

0230 302SX20-0022

DRAINAGE SPECIAL DESIGN

TRENCH DRAIN L=18'

EA

2.000

ATTD

0240 302SX20-0022

DRAINAGE SPECIAL DESIGN

TRENCH DRAIN L=20'

EA

3.000

ATTD

0250 303SD20-0001

REGULAR EXCAVATION CY

19,799.000

0260 303SD20-0013

GEOTEXTILE EMBANKMENT

STAB.

SY

32,435.000

0270 303SD20-0016

MINOR STR. EXCAV. PIPE

CULVERT

CY

49.000

Schedule of Items Page: 4

Proposal ID: C0000109314C01 0669-046-682,C501

Order No.: K79

Oversight/State Project No.:

Federal Project No.: STP-5B03(384)

Contractor:

0001 ROADWAY 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 303SD20-0022

CHECK DAM ROCK TY. I EA

5.000

0290 303SD20-0023

CHECK DAM ROCK TY. II EA

57.000

0300 303SD20-0028

DEWATERING BASIN EC-8 EA

21.000

0310 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

4,312.000

0320 303SD20-0030

INLET PROTECTION TYPE A EA

5.000

0330 303SD20-0031

INLET PROTECTION TYPE B EA

46.000

0340 303SD20-0033

TEMP. SILT FENCE TYPE B LF

18,519.000

0350 303SD20-0034

TEMP. SILT FENCE TYPE A LF

4,654.000

0360 303SX20-0006

BORROW EXCAVATION MIN.

CBR-15

CY

34,397.000

0370 303SX20-0024

TEMP.VEH.WATERCOURSE

CROSSING

EA

2.000

ATTD

0380 305SD20-0009

GEOTEXTILE SUBGRADE

STAB.

SY

4,610.000

0390 306SD20-0001

LIME TON

19.970

0400 308SD20-0012

AGGR. BASE MATL. TY. I NO.

21B

TON

7,354.000

Schedule of Items Page: 5

Proposal ID: C0000109314C01 0669-046-682,C501

Order No.: K79

Oversight/State Project No.:

Federal Project No.: STP-5B03(384)

Contractor:

0001 ROADWAY 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 308SX20-0003

CRUSHER RUN AGGR. NO. 25

OR 26

TON

387.000

ATTD

0420 309SX20-0001

AGGR. MATERIAL (SELF

COMPACTING FILL)

TON

1,026.000

ATTD

0430 315SD20-0001

ASPHALT CONCRETE TY. SM-

12.5A CONST

TON

1,889.000

0440 315SD20-0007

ASPHALT CONCRETE TY. SM-

9.5A CONST

TON

451.000

0450 315SD20-0010

ASPHALT CONCRETE TY. BM-

25.0A CONST

TON

3,920.000

0460 315SX20-0011

SAW-CUT ASPH CONC

ASPHALT PAVEMENT

AVERAGE DEPTH 7"

LF

204.000

0470 315SX20-0011

SAW-CUT ASPH CONC

COMBINATION PAVEMENT

AVERAGE DEPTH 21"

LF

1,516.000

0480 414SD20-0001

EROSION CTRL. STONE CL.

A1, EC-1

TON

31.000

0490 414SD20-0003

EROSION CTRL. STONE CL. I,

EC-1

TON

15.000

0500 501SD20-0002

UNDERDRAIN UD-2 LF

379.000

0510 501SD20-0004

UNDERDRAIN UD-4 LF

387.000

0520 501SD20-0009

OUTLET PIPE LF

6.000

Schedule of Items Page: 6

Proposal ID: C0000109314C01 0669-046-682,C501

Order No.: K79

Oversight/State Project No.:

Federal Project No.: STP-5B03(384)

Contractor:

0001 ROADWAY 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 502SD20-0003

PAVED DITCH PG-2A SY

10.000

0540 502SD20-0004

PAVED DITCH PG-5 SY

46.600

0550 502SD20-0014

CURB, STD. CG-3 LF

57.000

0560 502SD20-0015

CURB, RADIAL CG-3 LF

13.000

0570 502SD20-0022

COMB. CURB & GUTTER,

STD. CG-6

LF

8,707.000

0580 502SD20-0023

COMB. CURB & GUTTER,

RAD. CG-6

LF

169.000

0590 502SD20-0024

COMB. CURB & GUTTER,

STD. CG-7

LF

418.000

0600 502SD20-0025

COMB. CURB & GUTTER,

RAD. CG-7

LF

433.000

0610 502SD20-0029

ENTRANCE GUTTER CG-9D SY

132.000

0620 502SD20-0052

DIRECTIONAL ISLAND CURB

SI-3

LF

137.000

0630 502SD20-0058

MEDIAN STRIP MS-2 LF

832.000

0640 504SD20-0001

CONCRETE CLASS A3 MISC. CY

10.100

302, 504

0650 504SD20-0002

CG-12 DETECTABLE

WARNING SURFACE

SY

3.000

Schedule of Items Page: 7

Proposal ID: C0000109314C01 0669-046-682,C501

Order No.: K79

Oversight/State Project No.:

Federal Project No.: STP-5B03(384)

Contractor:

0001 ROADWAY BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0660 504SD20-0003

HYDR. CEMENT CONC.

SIDEWALK 4"

SY

31.000

0670 508SD20-0001

OBSCURING ROADWAY UNIT

15.000

0680 508SD20-0002

DEMO. OF PVMT.

COMBINATION

SY

569.000

0690 508SD20-0004

DEMO. OF PAVEMENT

FLEXIBLE

SY

637.000

0700 509SD20-0001

FLOWABLE BACKFILL CY

36.000

0710 510SX20-0016

REMOVE EXIST. FENCE . LF

535.000

0720 510SX20-0033

ADJUST EXIST. DROP INLET

CONNECT PIPE

EA

1.000

0730 511SD20-0001

ALLAYING DUST HR

250.000

0740 512SD20-0012

TYPE 3 BARRICADE 4' EA

3.000

0750 512SD20-0013

TYPE 3 BARRICADE 8' EA

7.000

0760 512SD20-0014

TEMPORARY SIGN SF

1,503.000

0770 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

5,933.000

0780 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

81,921.000

Schedule of Items Page: 8

Proposal ID: C0000109314C01 0669-046-682,C501

Order No.: K79

Oversight/State Project No.:

Federal Project No.: STP-5B03(384)

Contractor:

0001 ROADWAY 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.

0790 512SD20-0026

ELECTRONIC ARROW BOARD HR

4,484.000

0800 512SD20-0027

FLAGGER SERVICE HR

1,449.000

0810 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

400.000

0820 512SD20-0043

ERADICATE NONLINEAR

PVMT MRKG

SF

102.000

0830 512SD20-0061

TEMP. PVMT MRKG TY. D, CL.

III, 4"

LF

12,976.000

0840 512SD20-0065

TEMP. PVMT MRKG TY. D, CL.

III, 24"

LF

552.000

0850 512SD20-0066

TRAFFIC BARRIER SERVICE

CONC.

LF

80.000

0860 512SP20-0001

PORTABLE TEMPORARY

RUMBLE STRIP ARRAY

DAY

242.000

ATTD

0870 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

0880 514SD20-0001

FIELD OFFICE TY.I MO

25.000

0890 515SD20-0004

FLEXIBLE PAVE.PLANING 0"-

2"

SY

2,798.000

0900 516SX20-0008

DEMO. OF BLDG. REMOVAL

OF EXISTING BUILDING (D-1)

LUMP SUM _________._____LUMP SUM

Schedule of Items Page: 9

Proposal ID: C0000109314C01 0669-046-682,C501

Order No.: K79

Oversight/State Project No.:

Federal Project No.: STP-5B03(384)

Contractor:

0001 ROADWAY 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.

0910 516SX20-0008

DEMO. OF BLDG. REMOVAL

OF EXISTING PROPANE TANK

(D-900)

LUMP SUM _________._____LUMP SUM

0920 517SD20-0001

CONSTRUCTION SURVEYING

CONSTR.

LUMP SUM _________._____LUMP SUM

0930 520SD20-0002

3/4" WATER SERVICE LINE LF

5.000

0940 520SD20-0014

6" DI WATER MAIN LF

8.000

0950 520SD20-0024

16" DI WATER MAIN LF

641.000

0960 520SD20-0041

16" BEND EA

8.000

0970 520SD20-0049

16" BRANCH EA

1.000

0980 520SD20-0089

6" GATE VALVE & BOX EA

1.000

0990 520SD20-0162

FIRE HYDRANT EA

1.000

1000 520SD20-0170

5/8" WATER METER & BOX EA

1.000

1010 520SD20-0201

16" SANITARY SEWER FORCE

MAIN

LF

624.000

1020 520SD20-0227

16" BEND FORCE MAIN EA

6.000

1030 522SP20-0001

WETLAND NONTIDAL

WETLAND TEMPORARY

WETLAND SEEDING

LUMP SUM _________._____LUMP SUM

ATTD

Schedule of Items Page: 10

Proposal ID: C0000109314C01 0669-046-682,C501

Order No.: K79

Oversight/State Project No.:

Federal Project No.: STP-5B03(384)

Contractor:

0001 ROADWAY 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.

1040 601SD20-0001

SEL TREE REMOVAL TRIM

AND CLEAN

ACRE

0.050

1050 602SD20-0003

TOPSOIL CLASS B 2" ACRE

3.360

1060 603SD20-0002

TEMPORARY SEED LB

821.000

1070 603SD20-0003

REGULAR SEED LB

588.000

1080 603SD20-0004

OVERSEEDING LB

470.000

1090 603SD20-0008

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 2

SY

13,371.000

1100 603SD20-0009

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 3

SY

46,694.000

1110 603SD20-0011

SEDIMENT RETENTION ROLL

18" MIN

LF

34,764.000

1120 603SD20-0014

FERTILIZER NITROGEN - N LB

412.000

1130 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

623.000

1140 603SD20-0016

FERTILIZER POTASSIUM - K LB

311.000

1150 606SD20-0001

ROLLED EROSION CTRL

PRODUCT EC-2 TYPE 1

SY

1,131.000

1160 606SD20-0002

ROLLED EROSION CTRL

PRODUCT EC-2 TYPE 2

SY

43.000

Schedule of Items Page: 11

Proposal ID: C0000109314C01 0669-046-682,C501

Order No.: K79

Oversight/State Project No.:

Federal Project No.: STP-5B03(384)

Contractor:

0001 ROADWAY 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.

1170 608SD20-0001

MOWING HR

200.000

1180 700SD20-0003

REMOVE EXISTING 1 POST

SIGN STRUCTURE

EA

19.000

1190 700SD20-0004

REMOVE EXISTING 2 POST

SIGN STRUCTURE

EA

2.000

1200 700SD20-0007

REMOVE EXISTING 1 POST

SIGN PANEL

EA

31.000

1210 700SD20-0008

REMOVE EXISTING 2 POST

SIGN PANEL

EA

5.000

1220 700SD20-0013

RELOCATE EX. 2 POST GRND

MOUNT SGN PANEL

EA

5.000

1230 700SD20-0034

SIGN POST STP-1, 2", 14

GAUGE

LF

109.000

1240 700SD20-0035

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

GAUGE

LF

162.000

1250 700SD20-0036

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

GAUGE

LF

429.000

1260 700SD20-0037

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

GAUGE

LF

180.000

1270 700SD20-0039

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

27.000

1280 700SD20-0041

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

7.000

Schedule of Items Page: 12

Proposal ID: C0000109314C01 0669-046-682,C501

Order No.: K79

Oversight/State Project No.:

Federal Project No.: STP-5B03(384)

Contractor:

0001 ROADWAY 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.

1290 700SD20-0042

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

15.000

1300 700SD20-0068

CONC. FOUND. PF-8 CY

27.000

1310 700SD20-0095

SIGNAL MAST ARM POLE MP-

3, TY. E1

EA

1.000

1320 700SD20-0097

SIGNAL MAST ARM POLE MP-

3, TY. F

EA

1.000

1330 700SD20-0100

MAST ARM 49' EA

1.100

1340 700SD20-0101

MAST ARM 60' EA

1.000

1350 700SD20-0104

MAST ARM 75', CASE 1

LOADING

EA

1.000

1360 700SD20-0108

8/3 CONDUCTOR CABLE LF

40.000

1370 700SD20-0114

14/7 CONDUCTOR CABLE LF

2,130.000

1380 700SD20-0118

14/1 CONDUCTOR CABLE

ENCLOSED

LF

4,440.000

1390 700SD20-0120

14/2 CONDUCTOR CABLE

SHIELDED

LF

4,995.000

1400 700SD20-0133

ELECTRICAL SERVICE SE-3,

TY. B

EA

1.000

1410 700SD20-0174

ELECTRICAL SERVICE WORK

PAD

EA

1.000

Schedule of Items Page: 13

Proposal ID: C0000109314C01 0669-046-682,C501

Order No.: K79

Oversight/State Project No.:

Federal Project No.: STP-5B03(384)

Contractor:

0001 ROADWAY 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.

1420 700SD20-0177

JUNCTION BOX JB-S1 EA

2.000

1430 700SD20-0178

JUNCTION BOX JB-S2 EA

15.000

1440 700SD20-0179

JUNCTION BOX JB-S3 EA

5.000

1450 700SD20-0181

ELECT. SER. GRD.

ELECTRODE 10'

EA

5.000

1460 700SD20-0182

CONDUIT PVC 1" LF

105.000

1470 700SD20-0191

BORED CONDUIT 2" LF

450.000

1480 700SD20-0192

BORED CONDUIT 3" LF

790.000

1490 700SD20-0194

CONDUIT PVC 2" LF

2,300.000

1500 700SD20-0195

CONDUIT PVC 3" LF

1,940.000

1510 700SD20-0197

TRENCH EXCAVATION ECI-1 LF

2,555.000

1520 700SD20-0199

TEST BORE EA

2.000

1530 700SX20-0010

TRAFFIC SIGNALIZATION ATC

CABINET 4-DOOR

CONFIGURATION (16

CHANNEL, LV.)

EA

1.000

ATTD

1540 700SX20-0010

TRAFFIC SIGNALIZATION

McCAIN ATC 2070

CONTROLLER WITH D-4

FIRMWARE

EA

1.000

ATTD

Schedule of Items Page: 14

Proposal ID: C0000109314C01 0669-046-682,C501

Order No.: K79

Oversight/State Project No.:

Federal Project No.: STP-5B03(384)

Contractor:

0001 ROADWAY BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

1550 700SX20-0022

CONC FOUNDATION

CONCRETE FOUNDATION CF-

EA

1.000

ATTD

1560 701SD20-0001

SIGN PANEL SF

541.000

1570 703SD20-0007

TRAF. SIG. HEAD SECT. 12"

HVS BACKPLATE

EA

32.000

1580 703SD20-0022

EVP DETECTION SYSTEM 3-

WAY

EA

1.000

1590 703SD20-0024

EVP DETECTOR CABLE LF

940.000

1600 703SD20-0034

HANGER ASSEMBLY SM-3,

ONE WAY

EA

10.000

1610 703SD20-0042

LOOP SAW CUT 3/8" LF

1,416.000

1620 703SD20-0043

LOOP SAW CUT 5/8" LF

175.000

1630 703SD20-0053

UNINTERRUPT. PWR SUPPLY

TYPE 2

EA

1.000

1640 703SX20-0003

DETECTOR LONG LOOP

DETECTOR AMPLIFIER

EA

14.000

ATTD

1650 704SD20-0006

TYPE B CLASS I PVMT LINE

MRKG 4"

LF

11,370.000

1660 704SD20-0007

TYPE B CLASS I PVMT LINE

MRKG 6"

LF

4,250.000

Schedule of Items Page: 15

Proposal ID: C0000109314C01 0669-046-682,C501

Order No.: K79

Oversight/State Project No.:

Federal Project No.: STP-5B03(384)

Contractor:

0001 ROADWAY 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.

1670 704SD20-0010

TYPE B CLASS I PVMT LINE

MRKG 24"

LF

210.000

1680 704SD20-0048

PVMT SYMB MRKG SGL

TURN ARR. TY B CL II

EA

11.000

1690 704SX20-0005

PAVE. MESSAGE MARKING

TEMP PAVEMENT MESSAGE

ARROW TYPE D, CLASS III

EA

32.000

704, ATTD

1700 808SD20-0002

FIBER OPTIC CABLE 48

STRAND

LF

2,780.000

1710 808SD20-0004

FIBER OPTIC DROP CABLE 12

STRAND

LF

1,555.000

1720 808SD20-0005

PRE-TERMINATED FIBER

PATCH PANEL

EA

2.000

1730 808SD20-0006

UNDERGROUND SPLICE

ENCLOSURE

EA

4.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000109314C01

K79

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 ROADWAY BID ITEMSSECTION:

ltem Description Fuel Factor gal/unit Option Item

Number

_______TEMP. DIVE. CHANNEL EXCAVATION 0.290302SD20-

_______REGULAR EXCAVATION 0.290303SD20-

_______MINOR STR. EXCAV. PIPE CULVERT 0.290303SD20-

_______SILTATION CONTROL EXCAVATION 0.290303SD20-

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

_______CRUSHER RUN AGGR. NO. 25 OR 26 0.400308SX20-

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

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

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

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

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

_______CONCRETE CLASS A3 MISC. 1.892504SD20-

_______DEMO. OF PVMT. COMBINATION 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

C0000109314C01

K79

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 ROADWAY BID ITEMSSECTION:

ltem Description Option Item

Number

_______16" DI WATER MAIN520SD20-

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

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

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

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

_______SIGNAL MAST ARM POLE MP-3, TY. E1700SD20-

_______SIGNAL MAST ARM POLE MP-3, TY. F700SD20-

_______MAST ARM 49'700SD20-

_______MAST ARM 60'700SD20-

_______MAST ARM 75', CASE 1 LOADING700SD20-

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000109314C01

K79

Contract ID:

Order No.:

0001 ROADWAY BID ITEMSSECTION:

ltem Description Item

Number

ASPHALT CONCRETE TY. SM-12.5A CONST315SD20-0001

ASPHALT CONCRETE TY. SM-9.5A CONST315SD20-0007

ASPHALT CONCRETE TY. BM-25.0A CONST315SD20-0010

Determination of Major Items

1C0000109314C01Contract ID:

ltem Description Item

Number

BORROW EXCAVATION MIN. CBR-15303SX20-0006

REGULAR EXCAVATION303SD20-0001

COMB. CURB & GUTTER, STD. CG-6502SD20-0022

ASPHALT CONCRETE TY. BM-25.0A CONST315SD20-0010

SEDIMENT RETENTION ROLL 18" MIN603SD20-0011

AGGR. BASE MATL. TY. I NO. 21B308SD20-0012

GEOTEXTILE EMBANKMENT STAB.303SD20-0013

HYDRAULIC EROSION CONTROL PRODUCT TYPE 3603SD20-0009

Form C-111

Rev. 2-15-11

MINIMUM DBE REQUIREMENTS

PROJECT NO: 0669-046-682,C501

FHWA NO: STP-5B03(384)

* * * I N S T R U C T I O N S * * *

THIS FORM CAN BE USED BY THE CONTRACTOR TO SUBMIT THE NAMES OF DBE 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 DBE 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 DBE SUPPLIER IS 60% OF THE TOTAL COST OF THE MATERIALS OR SUPPLIES OBTAINED AND 100% FOR A DBE MANUFACTURER OF THE MATERIALS AND SUPPLIES OBTAINED. A CONTRACTOR MAY COUNT 100% OF THE FEES PAID TO A DBE HAULER FOR THE DELIVERY OF MATERIALS AND SUPPLIES TO THE PROJECT SITE, BUT NOT FOR THE COST

OF THE MATERIALS AND SUPPLIES THEMSELVES.

SECTION I:

DBE REQUIREMENT 12 %

SECTION II:

PERCENT ATTAINED BY BIDDER %

NAME(s) AND CERTIFICATION

NO. OF DBE(s) TO BE USED

USED AS

SUBCONTR. (S)

MFG. (M)

SUPPLIER (SP)

HAULER (H)

TYPE OF WORK & ITEM

NO(s)

AMT. OF

ALLOWABLE

CREDIT PER

ITEM

TOTAL: $

Total Contract Value $ X Required DBE % =$

I/WE CERTIFY THAT THE PROPOSED DBE (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-112 Rev. 3-1-11

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

CERTIFICATION OF BINDING AGREEMENT WITH

DISADVANTAGED BUSINESS ENTERPRISE FIRMS

Project No.: 0669-046-682,C501

FHWA NO: STP-5B03(384)

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) working 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 two 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 DBE subcontractor, regardless of tier, in which they are claiming DBE 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).

TO BE SIGNED BY THE SUBCONTRACTOR TO THE PRIME CONTRACTOR, AND ANY LOWER TIER

SUBCONTRACTORS HAVING A CONTRACT WITH THE BELOW NAMED DBE FIRM

Prime Contractor:

By:

Signature Title

Date:

First Tier Subcontractor If Applicable:

Form C-112 Rev. 3-1-11

Second Tier

If Applicable:

Third Tier

If Applicable

DBE 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

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

*DRUG-FREE WORKPLACE 7-3-19 (SPCN) 2

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

SEC. 108.04—DETERMINE/EXTEND CONTRACT TIME LIMIT (75 DAYS) 7-12-16_(SPCN) 3

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

CQ512-000321-00 CONTRACTOR MAINT. OF TEMP. MARKINGS 6-13-17 (SPCN) 5

AGGREGATE MATERIAL (SELF-COMPACTING FILL) 5-28-20 (SPCN) 5

SECTION 105.01- PROSECUTION OF WORK 10-11-23 (SPCN) 5

NIKE PARK SEQUENCE OF CONSTRUCTION TACK COAT 8-10-23 (SPCN) 6

ENVIRONMENTAL REQUIREMENTS 10-18-23 (SPCN) 6

OPEN CUT FOR DRAINAGE STRUCTURES 1-29-24 (SPCN) 6

SECTION 703 TRAFFIC SIGNALS (LONG LOOP DET. AMP.) 9-27-17 (SPCN) 7

SPECIAL DESIGN TRENCH DRAIN 10-11-22 (SPCN) 8

CRUSHER RUN AGGREGATE NO. 25 OR 26 12-26-23 (SPCN) 8

EXISTING CONCRETE ITEMS LOCATED IN GRADED AREAS 12-26-23 (SPCN) 8

CONCRETE FOUNDATION CF-5 7-23-19 (SPCN) 9

BEDDING MATERIAL AGGREGATE NO. 57 5-5-21 (SPCN) 9

SP0F0-000100-00 PREDETERMINED MIN. WAGE RATES R-7-12-16 10

SP0F0-000130-02 FHWA 1273—REQ. PROVISIONS, FED-AID 10-3-23 16

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 42

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 48

*SP102-000510-02 USE OF DOMESTIC MATERIAL 12-19-18 49

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

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

SP107-001510-02 SEC. 107.15 (DBES) 8-18-17 54

*SP107-003000-01 BUILD AMERICA, BUY AMERICA ACT REQUIREMENTS 6-8-23 74

SP108-000110-01 PROG. SCHED. FOR CAT. II PROJECTS 3-21-22 76

*SP109-000100-04 ASPHALT MATERIAL PRICE ADJUSTMENT 6-29-23 95

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 96

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 98

SP109-000130-00 ELECTRONIC WEIGH TICKETS 10-10-19 103

SP302-000110-00 TEMP. VEHICULAR WATERCOURSE CROSSING R-7-12-16 105

*SP512-000130-00 EMPLOYMENT OF PTRS 1-24-19 107

*SP700-000180-03 MODIFICATIONS TO AASHTO’S SIGN STRUCT. SPEC. 9-29-20 109

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 114

SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 116

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 117

ENGINEERED LEVEL SPREADERS 5-24-22 121

NONTIDAL WETLAND TEMPORARY WETLAND SEEDING 8-28-23 123

PERMANENT ROCK CHECK DAMS 10-18-23 125

SECTION 703 TRAFFIC SIGNALS (ATC HARDWARE AND FIRMWARE) 10-13-23 127

SUBSTANTIAL COMPLETION INCENTIVE/DISINCENTIVE 8-23-23 128

TREE REMOVAL TOYR FOR ROOSTING BAT HABITAT 10-11-23 130

LIMITATIONS OF OPERATIONS 8-25-23 131

ATC CABINET—4 DOOR CONFIGURATION 7-6-18 137

SS109-002020-01 SEC. 109—MEASUREMENT AND PAYMENT 5-1-23 155

*SS211-002020-02 SECT 211 – ASPHALT CONCRETE 5-15-23 158

*SS220-002020-01 SEC. 220 – CONCRETE CURING MATERIALS 8-28-20 163

SECTION 223 – STEEL REINFORCEMENT 04/04/2023 164

TABLE OF CONTENTS FOR PROVISIONS

*SS234-002020-01 SECTION 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 165

*SS235-002020-01 SECTION 235 – RETROREFLECTORS 5-6-22 166

SS236-002020-01 SECTION 236 – WOOD PRODUCTS 5-14-21 167

*SS246-002020-02 SECTION 246 – PAVEMENT MARKING 5-6-22 171

SECTION 248 – STONE MATRIX ASPHALT CONCRETE 5-26-23 179

*SS305-002020-02 SECTION 305 – SUBGRADE AND SHOULDERS 12-20-23 181

SS308-002020-01 SECTION 308 -SUBBASE COURSE 7-13-21 183

SS309-002020-01 SECTION 309 - AGGREGATE BASE COURSE 7-13-21 184

SS315-002020-04 SECTION 315 – ASPHALT CONCRETE PLACEMENT 6-16-23 185

SS318-002020-01 SECTION 318—PAVEMENT INTERLAYERS 8-2-23 203

SS321-002020-02 SECTION 321 – TRENCH WIDENING 5-4-23 204

*SS407-002020-02 SEC. 407 – STEEL & METAL STRUCT 11-01-22 206

*SS411-002020-01 SEC. 411 – PROT. COAT. OF METAL 11-01-22 207

*SS512-002020-03 SECTION 512 – MAINTAINING TRAFFIC 7-1-22 209

*SS704-002020-02 SECTION 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 223

PERMIT PACKAGE 229

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)

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)

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2016_Standard_Specifications/cn315-000100-00.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)

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)

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)

cq107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY

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

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

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

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

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

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

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

5-11-22 (SPCN)

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

6-13-17 (SPCN)

AGGREGATE MATERIAL (SELF-COMPACTING FILL) This work shall consist of furnishing, placing, and compacting Aggregate Base Material (Aggregate material self-compacting fill) as backfill material for storm sewer installation work in accordance with the Plans and Specifications or as directed by the Engineer.

Aggregate material self-compacting fill shall be placed in accordance with Section 302 of the

Specifications.

The Contractor shall utilize full stone backfill, where speed of installation will allow the roadway to be re-opened to traffic quickly. These areas shall be stone backfilled with Aggregate material self-compacting fill.

Aggregate Material (Self-Compacting Fill) will be measured in tons and will be paid for at the contract price per ton for the type and location specified. This price shall include furnishing, installing, and compacting the material.

Payment will be made under:

Pay Item Pay Unit

Aggregate Material (Self Compacting Fill) Ton

5-28-20 (SPCN)

SECTION 105.01- PROSECUTION OF WORK of the Specifications is amended to replace the first sentence with the following:

The Notice to Proceed on this project will not be the date of contract execution. The project Notice to Proceed date will be July 22, 2024. This date may be further extended until the relocation/adjustment of the utilities has been completed. The Contractor shall not begin any work before the Notice to Proceed date unless a written request has been provided by the Contractor and approved by the Construction Engineer and the Southeast Regional Utility Manager. After July 22, 2024, written approval by the Construction Engineer and Southeast Regional Utility Manager has been issued, the Contractor shall begin work within 15 calendar days after the Notice to Proceed date.

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

108.04 of the Specifications

10-11-23 (SPCN)

Nike Park Sequence of Construction Tack Coat

A tack coat will be required to be placed on 6 inch Aggregate Base Material, Type I, No. 21B to allow for roadway stabilization at the completion of Phase 1 Step 2 and Phase 1 Step 3. Another tack coat will be required before the placement of proposed asphalt pavement placed in Phase 1 Step 4 and Phase 3.

The cost to provide and place tack coat will be included in the cost of other items.

8-10-23 (SPCN)

Environmental Requirements

Any waters of the U.S., including wetlands, that will not be impacted by the project’s permit and that are located within existing or proposed right of way and/or within 50 feet of any proposed clearing, excavation, or other construction activities resulting in an impact must be clearly delineated in the field with High Visibility Fence or High Visibility Barricade Tape or Orange Silt Fence prior to commencing work onsite to ensure that additional wetland areas are not inadvertently impacted during clearing and construction activities.

The Contractor shall:

I. Obtain the Engineer’s approval of the selected delineation option prior to installation

II. Replace all damaged delineations as directed by the Engineer

III. Remove all delineations upon completion of the project

All costs to meet these requirements herein will be incidental to other contract line items.

10-18-23 (SPCN)

Open Cut for Drainage Structures

Drainage structures 11-5 to 11-2 and 11-3 to 11-13 shall require that US Route 17 be open cut to allow for the removal of existing drainage pipe and installation of proposed structures. Open cutting of US Route 17 shall require the Contractor to provide a sequence of construction based on the following:

(a) Pipe backfill shall consist of self-compacting aggregate. The entire trench shall be wrapped in geotextile drainage fabric. Self-compacting aggregate to be paid by the ton. Measurement and payment of Self Compacting Aggregate will be per the Special Provision. Geotextile drainage fabric to be included in the cost of the pipe.

(b) Any extended hours allowed for US 17 shall only apply to the removal and installation of drainage structures 11-5 to 11-2 and 11-3 to 11-13.

(c) The contractor may utilize slow roll operation subject to the requirements outlined in the 2011 Virginia Work Area Protection Manual (Rev 2.1) TTC 66.1. The Contractor shall be required to use law enforcement personnel per the TTC at their own expense.

(d) Open cutting of US 17 shall require that the contractor checks prior to beginning operations that precipitation shall not occur 48 hours prior to operations. No open cutting of US 17 shall occur when precipitation is forecast 48 hours before or after the operation.

(e) The plan shall include temporary drainage. Cost for temporary drainage shall not be paid separately and shall be incidental to other line items.

(f) The installation of 11-5 to 11-2 and 11-3 to 11-13 shall be required to be completed before connecting to the proposed Nike Park drainage system consisting of drainage structures 11-6 to 11-5 and EX-1 to 11-5.

(g) Open cutting for pipe installation and removal shall occur during Phase 2 Step 1.

(h) Plan submission shall be 2 weeks prior to operation and shall require review and approval by the Engineer.

(i) Cost to provide the plan and traffic control items shall be incidental to the cost of other items.

Extended hours from 7PM to 5AM shall be allowed on Sunday evening to Friday morning on US Route 17 for the Work associated with open cuts only and upon written approval from the Engineer. Extended hours shall be allowed for a maximum of 5 nights only. Extended hours shall not be allowed during holidays per Spec 108.02 (b) of the Specifications and holidays/events mandated by Isle of Wight County. Contractor shall notify the Engineer 2 weeks prior to the Extended closure. Extended hours apply to the closure of a single lane at a time.

1-29-24 (SPCN)

SECTION 703 TRAFFIC SIGNALS of the Specifications is amended as follows:

Section 703.02 (f) 1. Inductive Loop Detectors is amended to include the following:

Long Loop Detector Amplifier:

Long loop detector amplifiers shall conform to all requirements of loop detector amplifiers for Type A controllers, and additionally they shall be capable of deriving vehicle counts when installed in conjunction with a long loop detector. Such counts must be capable of being transmitted to the traffic controller and stored within.

Section 703.04 Measurement and Payment is amended to include the following:

Long loop detector amplifiers will be measured in units of each for the type specified and will be paid for at the contract unit price per each. This price shall include the long loop detector amplifier, connecting cables, and fittings.

Long Loop Detector Amplifiers Each

9-27-17 (SPCN)

SPECIAL DESIGN TRENCH DRAIN: This work shall consist of furnishing and installing a Special Design Trench Drain as shown on the plans to conform to the requirements of Section 302 of the current VDOT Road and Bridge Specifications unless otherwise noted on the special design plan sheet.

Special Design Trench Drain will be measured in units of each and will be paid for at the Contract each price. This price shall include installing ASTM A615 Grade 60 reinforcing steel, Class A4 concrete, domestic gray iron bolted frames and grates meeting ASTM A48 Class 35-B for heavy-duty use, excavation, removal and disposal of excavated material, and all materials, labor, tools, equipment and incidentals necessary to complete the work.

Special Design Trench Drain (Length) Each

10-11-22 (SPCN)

CRUSHER RUN AGGREGATE NO. 25 OR 26 shall conform to Section 205 of the Specifications and shall be placed at locations shown on the Plans or as directed by the Engineer. Crusher run aggregate No. 25 or

26 will be measured in tons and will be paid for at the Contract ton price. This price shall include furnishing, placing, and compacting.

Crusher Run Aggregate No. 25 or 26 Ton

12-26-23 (SPCN)

EXISTING CONCRETE ITEMS LOCATED IN GRADED AREAS — The cost of removal of all existing concrete items located in the area to be graded, including, but not limited to the following, shall be included in the price bid for regular excavation, curb, curb and gutter, sidewalk, existing drainage pipes and structures and…