K55_113172.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

January 4, 2024

Order No.: K55 Project: 0003-088-R53,C501 FHWA: None District: Fredericksburg County: Spotsylvania Route: 3 Bids: 10:00 A.M. Wednesday January 17, 2024

To Holders of Bid Proposals:

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

BID PROPOSAL

Replace cover sheet and C-7 as the bid letting date has been changed.

State wage rates were added to the proposal.

Sincerely, David B. Coaker, P.E.

State Contract Engineer Construction Division Enclosures

David B. Coaker, P.E.

2024.01.03

15:51:58-05'00'

RICHMOND, VIRGINIA 23219-2000

Stephen C. Brich, P.E.

December 13, 2023

FHWA: None District: Fredericksburg County: Spotsylvania Route: 3 Bids: 10:00 A.M. Wednesday January 10, 2024

To Holders of Bid Proposals:

Substitute form C-6a as the bid submittal date has been changed.

Substitute form C-7 as the completion date has been changed.

PLANS

Revised Roadway Plans

0003-088-r53 c501_01D_R4 0003-088-r53 c501_01G(01)_R4

Note: These plans are available for viewing in ProjectWise.

Construction Division Enclosures

2023.12.13 14:49:58-05'00'

RICHMOND, VIRGINIA 23219-2000

Stephen C. Brich, P.E.

December 1, 2023

FHWA: None District: Fredericksburg County: Spotsylvania Route: 3 Bids: 10:00 A.M. Wednesday December 13, 2023

To Holders of Bid Proposals:

Substitute the Schedule of Items as it has been revised.

Substitute the Table of Contents as it has been revised.

Special Provision for Advanced Transportation Controller (ATC) Cabinet 5-Door

Configuration has been added.

SP703-000130-00 Advanced Transportation Controller (ATC) Cabinets has been removed – pages 39 - 58

Construction Division Enclosures

2023.12.01 08:18:51-05'00'

ORDER NO.: K55

CONTRACT ID. NO.: C0000113172C01

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

CNSP (S) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 3

FHWA NUMBER: NONE

PROJECT NUMBER: 0003-088-R53,C501

COUNTY: SPOTSYLVANIA

DISTRICT: FREDERICKSBURG

DESCRIPTION: ROADWAY OPERATIONAL IMPROVEMENTS

FROM: 0.240 MI. E. RTE. 639

TO: 0.791 MI. W. RTE. 639

DATE BID SUBMITTED: 10:00 A.M. WEDNESDAY, JANUARY 17, 2024

REVISED 1/4/2024

Form C-118 Rev. 7-6-05

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

NOTICE TO BIDDERS

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

1. Bids shall be filed electronically through Bidx (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

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

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: 0003-088-R53,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)

By: By:

(Officer, Partner or Owner) (Seal) (Surety Company)

(Principal*) (Attorney-in-Fact**) (Seal)

By: By:

(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

DEPARTMENT OF TRANSPORTATION

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION FORM (ALL BIDDERS)

CONTRACT ID. NO.: C0000113172C01 PROJECT NO.:0003-088-R53,C501

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. 1-19-12

SHEET 1

ORDER NO.: K55

CONTRACT ID. NO.: C0000113172C01

TERMS OF THE PROPOSAL\CONTRACT

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

SUBMITTED: 10:00 A.M. WEDNESDAY, JANUARY 17, 2024

PROJECT NUMBER: 0003-088-R53,C501

ROUTE NUMBER: 3

FHWA NUMBER: NONE

DESCRIPTION: ROADWAY OPERATIONAL IMPROVEMENTS

FROM: 0.240 MI. E. RTE. 639

TO: 0.791 MI. W. RTE. 639

DISTRICT: FREDERICKSBURG COUNTY: SPOTSYLVANIA

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 2, 2025

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

REVISED 1/4/2024

Virginia Department of Transportation 11/29/2023Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000113172C01 0003-088-R53,C501

Order No.: K55

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 301SD20-0002

CLEARING AND GRUBBING ACRE

0.240

0020 302SD20-0027

15" STORM SEWER PIPE LF

275.000

0030 302SD20-0041

24" STORM SEWER PIPE LF

11.000

0040 302SD20-0200

18" END SECTION ES-1 OR 2 EA

1.000

0050 302SD20-0243

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

2.000

0060 302SD20-0313

DROP INLET DI-3B,L=8' EA

3.000

0070 302SD20-0662

MANHOLE MH-1 OR 2 LF

3.500

0080 302SD20-0663

FRAME & COVER MH-1 EA

2.000

0090 303SD20-0001

REGULAR EXCAVATION CY

646.000

0100 303SD20-0007

BORROW EXCAVATION CY

500.000

0110 303SD20-0022

CHECK DAM ROCK TY. I EA

1.000

0120 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

54.000

0130 303SD20-0030

INLET PROTECTION TYPE A EA

1.000

0140 303SD20-0031

INLET PROTECTION TYPE B EA

13.000

REVISED 11/30/2023

Schedule of Items Page: 3

Proposal ID: C0000113172C01 0003-088-R53,C501

Order No.: K55

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 303SD20-0034

TEMP. SILT FENCE TYPE A LF

800.000

0160 308SD20-0012

AGGR. BASE MATL. TY. I NO.

21B

TON

678.000

0170 308SX20-0003

CRUSHER RUN AGGR. NO. 25

OR 26

TON

10.000

ATTD

0180 315SD20-0001

ASPHALT CONCRETE TY. SM-

12.5A CONST

TON

406.000

0190 315SD20-0004

ASPHALT CONCRETE TY. IM-

19.0A CONST

TON

160.000

0200 315SD20-0010

ASPHALT CONCRETE TY. BM-

25.0A CONST

TON

212.000

0210 315SX20-0011

SAW-CUT ASPH CONC FULL

DEPTH

LF

1,382.000

0220 414SD20-0001

EROSION CTRL. STONE CL.

A1, EC-1

TON

41.000

0230 414SD20-0003

EROSION CTRL. STONE CL. I,

EC-1

TON

17.000

0240 501SD20-0004

UNDERDRAIN UD-4 LF

523.000

0250 502SD20-0014

CURB, STD. CG-3 LF

135.000

0260 502SD20-0015

CURB, RADIAL CG-3 LF

23.000

Schedule of Items Page: 4

Proposal ID: C0000113172C01 0003-088-R53,C501

Order No.: K55

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.

0270 502SD20-0022

COMB. CURB & GUTTER,

STD. CG-6

LF

455.000

0280 502SD20-0023

COMB. CURB & GUTTER,

RAD. CG-6

LF

487.000

0290 502SX20-0010

SAW CUT H.C.C. ITEMS

DIRECTIONAL ISLAND

LF

35.000

0300 503SD20-0002

R/W MONUMENT RM-2 EA

23.000

0310 504SD20-0001

CONCRETE CLASS A3 MISC. CY

1.000

302, 504

0320 504SD20-0003

HYDR. CEMENT CONC.

SIDEWALK 4"

SY

56.000

0330 504SD20-0004

HYDR. CEMENT CONC.

SIDEWALK 7"

SY

8.000

0340 508SD20-0004

DEMO. OF PAVEMENT

FLEXIBLE

SY

532.000

0350 509SD20-0001

FLOWABLE BACKFILL CY

4.000

0360 510SD20-0038

ADJUST EXIST. VALVE & BOX EA

1.000

0370 510SD20-0050

ADJUST EXIST FRAME &

COVER

EA

1.000

0380 510SX20-0040

REMOVE EXIST. VALVE BOX EA

3.000

ATTD

0390 511SD20-0001

ALLAYING DUST HR

110.000

Schedule of Items Page: 5

Proposal ID: C0000113172C01 0003-088-R53,C501

Order No.: K55

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.

0400 512SD20-0013

TYPE 3 BARRICADE 8' EA

1.000

0410 512SD20-0014

TEMPORARY SIGN SF

580.000

0420 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

1,760.000

0430 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

33,600.000

0440 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

1,176.000

0450 512SD20-0026

ELECTRONIC ARROW BOARD HR

1,760.000

0460 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

3,173.000

0470 512SD20-0043

ERADICATE NONLINEAR

PVMT MRKG

SF

668.000

0480 512SP20-0001

PORTABLE TEMPORARY

RUMBLE STRIP ARRAY

DAY

20.000

ATTD

0490 512SX20-0020

MODIFY SIGNAL MODIFY 5

SIGNALS

LUMP SUM _________._____LUMP SUM

0500 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

0510 514SD20-0003

FIELD OFFICE TY.III MO

8.000

0520 515SD20-0004

FLEXIBLE PAVE.PLANING 0"-

2"

SY

2,713.000

Schedule of Items Page: 6

Proposal ID: C0000113172C01 0003-088-R53,C501

Order No.: K55

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 516SX20-0008

DEMO. OF BLDG.

COMMERCIAL SIGN (D-1)

LUMP SUM _________._____LUMP SUM

0540 517SD20-0001

CONSTRUCTION SURVEYING

CONSTR.

LUMP SUM _________._____LUMP SUM

0550 520SD20-0014

6" DI WATER MAIN LF

14.000

0560 520SD20-0016

8" DI WATER MAIN LF

143.000

0570 520SD20-0089

6" GATE VALVE & BOX EA

1.000

0580 520SD20-0162

FIRE HYDRANT EA

1.000

0590 602SD20-0001

TOPSOIL CLASS A 2" ACRE

0.250

0600 603SD20-0003

REGULAR SEED LB

47.000

0610 603SD20-0004

OVERSEEDING LB

38.000

0620 603SD20-0008

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 2

SY

1,513.000

0630 603SD20-0014

FERTILIZER NITROGEN - N LB

20.000

0640 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

13.000

0650 603SD20-0016

FERTILIZER POTASSIUM - K LB

13.000

0660 603SD20-0017

LIME TON

0.880

Schedule of Items Page: 7

Proposal ID: C0000113172C01 0003-088-R53,C501

Order No.: K55

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.

0670 700SD20-0003

REMOVE EXISTING 1 POST

SIGN STRUCTURE

EA

10.000

0680 700SD20-0012

RELOCATE EX. 1 POST GRND

MOUNT SGN PANEL

EA

5.000

0690 700SD20-0014

RELOCATE EX. 3 POST GRND

MOUNT SGN PANEL

EA

2.000

0700 700SD20-0034

SIGN POST STP-1, 2", 14

GAUGE

LF

17.500

0710 700SD20-0035

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

GAUGE

LF

24.000

0720 700SD20-0036

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

GAUGE

LF

44.750

0730 700SD20-0037

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

GAUGE

LF

36.750

0740 700SD20-0038

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

8.000

0750 700SD20-0039

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

4.000

0760 700SD20-0060

ELECTRICAL SERVICE SE-5 EA

4.000

0770 700SD20-0068

CONC. FOUND. PF-8 CY

30.000

0780 700SD20-0090

SIGNAL MAST ARM POLE MP-

3, TY. A

EA

1.000

Schedule of Items Page: 8

Proposal ID: C0000113172C01 0003-088-R53,C501

Order No.: K55

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.

0790 700SD20-0091

SIGNAL MAST ARM POLE MP-

3, TY. B1

EA

3.000

0800 700SD20-0100

MAST ARM 49' EA

1.000

0810 700SD20-0101

MAST ARM 60' EA

1.000

0820 700SD20-0104

MAST ARM 75', CASE 1

LOADING

EA

2.000

0830 700SD20-0114

14/7 CONDUCTOR CABLE LF

9,600.000

0840 700SD20-0118

14/1 CONDUCTOR CABLE

ENCLOSED

LF

7,430.000

0850 700SD20-0120

14/2 CONDUCTOR CABLE

SHIELDED

LF

20,400.000

0860 700SD20-0143

6 CONDUCTOR CABLE LF

2,220.000

0870 700SD20-0174

ELECTRICAL SERVICE WORK

PAD

EA

4.000

0880 700SD20-0177

JUNCTION BOX JB-S1 EA

4.000

0890 700SD20-0178

JUNCTION BOX JB-S2 EA

7.000

0900 700SD20-0179

JUNCTION BOX JB-S3 EA

5.000

0910 700SD20-0181

ELECT. SER. GRD.

ELECTRODE 10'

EA

8.000

Schedule of Items Page: 9

Proposal ID: C0000113172C01 0003-088-R53,C501

Order No.: K55

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.

0920 700SD20-0182

CONDUIT PVC 1" LF

105.000

0930 700SD20-0183

CONDUIT METAL 1" LF

25.000

0940 700SD20-0185

CONDUIT METAL 1-1/4" LF

75.000

0950 700SD20-0193

BORED CONDUIT 4" LF

830.000

0960 700SD20-0194

CONDUIT PVC 2" LF

810.000

0970 700SD20-0195

CONDUIT PVC 3" LF

70.000

0980 700SD20-0196

CONDUIT PVC 4" LF

425.000

0990 700SD20-0197

TRENCH EXCAVATION ECI-1 LF

1,030.000

1000 700SD20-0199

TEST BORE EA

4.000

1010 700SX20-0009

TRAFFIC SIGNALIZATION CAT

6 SHIELDED NETWORK

CABLE

LF

685.000

1020 700SX20-0010

TRAFFIC SIGNALIZATION ATC

CABINET 5-DOOR

CONFIGURATION (32

OUTPUTS)

EA

4.000

700 ATTD

1030 700SX20-0010

TRAFFIC SIGNALIZATION

INSTALL CONTROLLER

EA

4.000

1040 700SX20-0022

CONC FOUNDATION CF-5 EA

4.000

Schedule of Items Page: 10

Proposal ID: C0000113172C01 0003-088-R53,C501

Order No.: K55

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.

1050 701SD20-0001

SIGN PANEL SF

237.060

1060 703SD20-0003

LOCAL CONTROLLER TY. A EA

4.000

1070 703SD20-0007

TRAF. SIG. HEAD SECT. 12"

HVS BACKPLATE

EA

91.000

1080 703SD20-0026

LOOP DETECTOR AMPLIFIER EA

59.000

1090 703SD20-0034

HANGER ASSEMBLY SM-3,

ONE WAY

EA

29.000

1100 703SD20-0039

HANGER ASSEMBLY SMB-3,

ONE WAY

EA

1.000

1110 703SD20-0042

LOOP SAW CUT 3/8" LF

2,370.000

1120 703SD20-0043

LOOP SAW CUT 5/8" LF

530.000

1130 703SD20-0044

REMOVE EXISTING POLE EA

3.000

1140 703SD20-0045

REMOVE EXISTING

FOUNDATION

EA

14.000

1150 703SD20-0046

REMOVE EXISTING SIGNAL

HEAD

EA

12.000

1160 703SD20-0047

REMOVE EXISTING

CONTROLLER

EA

4.000

1170 703SD20-0048

REMOVE EXISTING

MANHOLE/JUNCTION BOX

EA

16.000

Schedule of Items Page: 11

Proposal ID: C0000113172C01 0003-088-R53,C501

Order No.: K55

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.

1180 703SD20-0053

UNINTERRUPT. PWR SUPPLY

TYPE 2

EA

4.000

1190 703SD20-0054

UNINTERRUPT. PWR SUPPLY

BATTERY PAC

EA

4.000

1200 704SD20-0006

TYPE B CLASS I PVMT LINE

MRKG 4"

LF

3,167.000

1210 704SD20-0010

TYPE B CLASS I PVMT LINE

MRKG 24"

LF

185.000

1220 704SD20-0032

INLAID PAVEMENT MARKER

ASPHALT

EA

22.000

ATTD

1230 704SD20-0048

PVMT SYMB MRKG SGL

TURN ARR. TY B CL II

EA

3.000

1240 704SD20-0054

PVMT SYMB MRKG TRPL

TURN ARR TY B CL II

EA

1.000

1250 704SD20-0057

SYMB MRKG DBL TURN ARR

LT/RT TY.B CL II

EA

10.000

1260 704SD20-0112

TYPE A CLASS I PVMT LINE

MRKG 4"

LF

3,167.000

1270 704SD20-0116

TYPE A CLASS I PVMT LINE

MRKG 24"

LF

185.000

1280 704SP20-0001

REMOVAL OF SRPM EA

24.000

1290 807SD20-0003

5.8 GHZ WIRELESS

BROADBAND RADIO

EA

1.000

Schedule of Items Page: 12

Proposal ID: C0000113172C01 0003-088-R53,C501

Order No.: K55

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.

1300 809SD20-0002

MANAGED FIELD ETHERNET

SWITCH Gbps

EA

4.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000113172C01

K55

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-

_______BORROW EXCAVATION 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. IM-19.0A 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 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

C0000113172C01

K55

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

_______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. A700SD20-

_______SIGNAL MAST ARM POLE MP-3, TY. B1700SD20-

_______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

C0000113172C01

K55

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

ASPHALT CONCRETE TY. SM-12.5A CONST315SD20-0001

ASPHALT CONCRETE TY. IM-19.0A CONST315SD20-0004

ASPHALT CONCRETE TY. BM-25.0A CONST315SD20-0010

Form C-112S 6-7-16

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

CERTIFICATION OF BINDING AGREEMENT

WITH

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

Project No.: 0003-088-R53,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

By:

Signature Title

Date:

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

Prime Contractor

By:

Signature Title

Date:

Form C-111S 6-7-16

PROJECT NO.

FHWA NO.

* * * 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 %

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

ORDER NO.: K55

CONTRACT ID. NO.: C0000113172C01

COMMONWEALTH OF VIRGINIA

MINIMUM SWAM REQUIREMENTS

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

CN512-000100-00 TABLE V-1, ADT GROUPS 7-12-16 (SPCN) 2

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

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

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

WATER MAINS 9-13-23 (SPCN) 5

REMOVE ABANDONED WATER MAIN 9-13-23 (SPCN) 5

THRUST PROTECTION 9-13-23 (SPCN) 5

REMOVAL OF EXISTING FIRE HYDRANTS 9-13-23 (SPCN) 5

REMOVE EXISTING VALVE BOX 9-12-23 (SPCN) 5

CRUSHER RUN AGGREGATE NO. 25 OR 26 8-10-20 (SPCN) 5

*REMOVAL OF SRPMS DURING LANE SHIFT 3-3-20 6

ADVANCED TRANSPORTATION CONTROLLER (ATC) CABINET 8-14-18 7

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 24

*SP107-003000-01 BUILD AMERICA, BUY AMERICA ACT REQ. FOR CONST. MATERIALS 6-8-23 25

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

SP108-000100-01 PROG. SCHED. FOR CAT. I PROJECTS 3-21-22 28

*SP109-000100-04 ASPHALT MATERIAL PRICE ADJUSTMENT 6-29-23 43

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 44

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 46

SP302-000100-00 RESTORING EXISTING PAVEMENT 7-12-16 51

*SP512-000130-00 EMPLOYMENT OF PTRS 1-24-19 53

SP703-000110-00 REPLACE LOOP DETECT. 3-16-17 55

*SP704-000120-00 INLAID PAVEMENT MARKERS 8-26-19 56

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 59

SEC. 107.15—USE OF SWAM BUSINESSES 6-7-21 61

SQ107-001620-00 PREVAILING WAGE RATES 5-11-2021 77

SS109-002020-01 SEC. 109—MEASUREMENT AND PAYMENT 5-1-23 82

*SS211-002020-02 SECT 211 – ASPHALT CONCRETE 5-15-23 85

*SS220-002020-01 SEC. 220 – CONCRETE CURING MATERIALS 8-28-20 90

*SS234-002020-01 SECTION 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 91

*SS235-002020-01 SECTION 235 – RETROREFLECTORS 5-6-22 92

SS236-002020-01 SECTION 236 – WOOD PRODUCTS 5-14-21 93

*SS246-002020-02 SECTION 246 – PAVEMENT MARKING 5-6-22 97

SECTION 248 – STONE MATRIX ASPHALT CONCRETE 5-26-23 105

SS315-002020-04 SECTION 315 – ASPHALT CONCRETE PLACEMENT 6-16-23 107

SS321-002020-02 SECTION 321 – TRENCH WIDENING 4-4-23 124

*SS407-002020-02 SEC. 407 – STEEL & METAL STRUCT 11-01-22 126

*SS411-002020-01 SEC. 411 – PROT. COAT. OF METAL 11-01-22 128

*SS512-002020-03 SECTION 512 – MAINTAINING TRAFFIC 7-1-22 129

*SS704-002020-02 SECTION 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 143

TABLE OF CONTENTS FOR PROVISIONS

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)

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

TABLE V-1

Average Daily Traffic (ADT) Groups

Traffic Group ADT Traffic Group ADT I 0-9 X 2,000-2,999

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

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

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

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

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

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

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

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

XIX 40,000 & over

7-12-16 (SPCN)

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

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)

https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2020_Standard_Specifications/cn704-000200-00.docx 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)

WATER MAINS will be measured and paid for in accordance with Section 520 of the Specifications, except the Contract linear foot price shall also include joint restraining systems, including joint restraining systems for existing water main; underground warning tape; tracer wire and test stations; and installing, operating, and removing any temporary piping required to maintain continuous water service during water main construction or Tie-Ins.

9-13-23 (SPCN)

REMOVE ABANDONED WATER MAIN— The Contractor shall cut, cap, and remove any abandoned water main having less than 2 feet of finished cover remaining over the pipe. All costs associated with the removal of abandoned water main shall be incidental to the cost of the proposed water main.

9-13-23 (SPCN)

THRUST PROTECTION—Temporary buttressing for testing shall be included in the Contract unit price for other appropriate items of work.

9-13-23 (SPCN)

FIRE HYDRANTS— will be measured and paid for in accordance with Section 520 of the Specifications, except the Contract each price shall include removing existing fire hydrants, valves, and valve boxes, with all due care, and storing on site for pick up by the County.

9-13-23 (SPCN)

REMOVE EXISTING VALVE BOX– will be measured in units of each and will be paid for at the Contract each price. This price shall include removing and disposing of the valve box and restoring the disturbed area.

Payment will be made under:

Pay Item Pay Unit Remove existing valve box Each

9-12-23 (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.

Payment will be made under:

Pay Item Pay Unit

Crusher run aggregate No. 25 or 26 Ton

8-10-20 (SPCN)

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

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

3-3-20 (SPCN)

http://www.virginiadot.org/business/resources/Materials/ApprovedLists/Materials_Approved_Lists.pdf#page=200

VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR

ADVANCED TRANSPORTATION CONTROLLER (ATC) CABINET 5-DOOR CONFIGURATION

August 14, 2018 0003-088-R53,C501

I. DESCRIPTION

This Special Provision describes the Advanced Transportation Controller (ATC) Cabinet— 5-Door Configuration for the Virginia Department of Transportation. The ATC Cabinet— 5-Door Configuration shall include one ITS Housing #3 type cabinet, two Mounting Cages, and be mounted on an oversized base adapter. Facing the front, the right rack cage, Segment A, shall be the ATC cabinet side with modular and interchangeable ATC assemblies interconnected through an advanced serial data bus. The left rack cage, Segment B, shall include the Auxiliary Communications Panel, shelving for the backup power system and a power distribution unit for communications devices.

Common parts for the ATC Cabinet, Segment A, shall include: Service Assembly (SA); Input Assembly (IA); Output Assembly (OA); Power Assembly (PA) including the Alternating Current (AC) Clean Power Bus; combination Serial Bus #1 (SB1)/Serial Bus #2 (SB2) and DC Power Bus; Field Input Termination Assembly (FITA); and Field Output Termination Assembly (FOTA).

II. EQUIPMENT

1. Composition

The ATC Cabinet— 5-Door Configuration shall be furnished, ready for operation with the following composition.

ATC Cabinet— 5-Door Configuration

The ATC Cabinet— 5-Door Configuration shall consist of Housing 3 and two Mounting Cages as identified as Segment A and Segment B.

Segment A shall consist of:

• Service Assembly

• Power Assembly

• Input Assembly Input Test Panel Assembly

• Field Input Termination Assembly

• Output Assembly

• Field Output Termination Assembly

The Power Assembly shall consist of:

• DC Power Supply

• AC Clean Power Bus

• SB1/SB2 and DC Power Bus

• Auxiliary Input / Output Assembly

• Advanced Detection Assembly

Segment B shall consist of:

• Auxiliary Communication Panel

• Power Distribution Unit

• (2) Shelf – Type I

(2) Shelf – Type II

2. General Requirements

All Assemblies, switches, terminal blocks, and connectors in the ATC Cabinet shall be clearly and permanently labeled. All fuses, circuit breakers, switches (except police panel switches) and indicators shall be readily visible and accessible when the ATC Cabinet front door is open. All circuit breakers located on the rack shall have covers to prevent accidental tripping.

The marker strips shall be made of material that can be easily and legibly written on using a pencil or ballpoint pen. Marker strips shall be located immediately below the item they are to identify and must be clearly visible with the items installed.

Guides (top and bottom) shall be provided for assembly plug-in units. The guides shall begin 1/2 inch from the assembly front panel face.

High-voltage components (over 50 V) shall not be exposed per National Electric Code (NEC).

When servicing Segment A of the ATC Cabinet, the Input Assembly, Output Assembly, and Controller shall be replaceable in the flash mode condition, without putting the intersection in a dark condition.

All Assemblies shall be modular with pluggable cabling. All cabling shall be of sufficient length to allow for mounting the assemblies in any position within the rack. Assemblies shall not be hardwired. Wire raceways shall be integrated as part of Segment A of the ATC Cabinet allowing for neat internal and field wiring. The installation of standard rack mounted equipment shall not be blocked, hindered, or inhibited by wires and cables for the full height and width of the rack chassis.

A momentary push button switch labeled “24 VDC BYPASS” shall be located on the front of the Output Assembly that, when pressed, energizes 24 VDC to the High Density Switch Packs during flash mode for troubleshooting purposes.

A. Environmental and Electrical

Ensure all components properly operate within the following limits:

• Applied Line Voltage: 90 to 135 VAC

• Frequency: 60 (±3.0) Hertz

• Humidity: 5% to 95%

• Ambient Temperature: -37 °C to +74 °C

• Shock - Test per Specification MIL-STD-810G Method 516.6

• Vibration - per Specification MIL-STD-810G Method 514.

B. Assemblies and Files

All assemblies and files shall be mounted on the cage mounting rails per cabinet model detail. In Segment A, a clear area for the ATC controller unit shall be provided. The area shall extend 1-1/2 in. in front of and 16 in. behind the front Electronic Industries Association (EIA) mounting angles.

C. Cabinet Shipping Requirements

The cabinet shall be delivered mounted with bolts on a ply board shipping pallet. The cabinet shall be enclosed in a slipcover cardboard packing shell. The housing doors shall be blocked to prevent movement during transportation.

D. Stainless Steel

All bolts, nuts, washers, screws (size 8 or larger), hinges, and hinge pins shall be stainless steel unless otherwise specified.

E. Protection

All conductors, terminals and parts which could be hazardous to maintenance personnel shall be protected with suitable insulating material.

3. ATC Cabinet Housing

The ATC Cabinet Housing shall conform to the ITS Cabinet Standard v01.02.17b dated November 16, 2006, Section 6.2 Housings, except as specified below.

A. General

The ATC Cabinet Housing shall be based on the ITS Housing #3 enclosure and shall include, but not limited to, the following:

• Enclosure & Doors

• Gasketing

• Lifting Eyes & External Bolt Heads

• Door Latches & Locks

• Housing Ventilation

• Cage Supports and Mounting

• Door Hinges & Catches

• Police Panel

• Aluminum Surfaces

B. Housing Dimensions

The cabinet shall be 66-3/8 inches high by 44-1/2 inches wide by 26 inches deep (± 1/2 inch). The front-to-back cabinet dimensions shall not exceed 32 inches at its widest point, including the door handles, louvers and roof overhang.

C. Aluminum Surface Protection – Exterior Surfaces

An aluminum surface protection shall be applied to the exterior surface of the cabinet housing. The surface protection shall be ANTI-GRAFFITI Paint.

D. Anti-Graffiti Paint

The anti-graffiti paint shall conform to the ITS Cabinet Standard v01.02.17b dated November 16, 2006, Section 6.2.2.3.1 for Anti-Graffiti Paint.

E. Powder Coating – Interior Surfaces

The interior of the cabinet housing and doors shall be powder coated white. Powder coat finish shall consist of a Urethane or Triglycidly Isocyanurate (TGIC) Polyester Powder. The interior aluminum surface shall be cleaned and prepared per the powder coating manufacturer’s recommendations. The powder coating shall be electrostatically applied and then cured per the manufacturer’s recommendations. The thermosetting powder resin shall provide both intercoat as well as substrate fusion adhesion that meets 5A or 5B classifications as per ASTM D3359.

F. Lifting Eyes and Exterior Bolt Heads

The housing shall be provided with two lifting eyes for placing the cabinet on its foundation. Lifting eyes shall be mounted on the sides of the cabinet, centered, and extend above the top of the cabinet to provide unobstructed access to the eyes. Each eye opening shall have a minimum diameter of 3/4-inch. Each eye shall be able to support the weight load of 1,000 lbs. All bolt heads shall be tamperproof type.

G. Door Latches and Locks

(1) General

Five vertically hinged doors shall be mounted on the cabinet for interior access. Three doors, two vertically aligned on the left and one on the right, shall be located on the front face. Two doors shall be located on the rear face of the cabinet.

(2) Enclosure Door Frames and Door Seals

The right door on the front face and both doors on the rear face of the cabinet shall be 58- 3/8 inches high by 22-1/8 inches wide (± 1/2 inch). Each of these door openings shall not be less than 56-3/8 inches high by 20-1/8 inches wide (± 1/2 inch).

The upper left face door, the fourth door, shall be 34 inches high by 22-1/8 inches wide (± 1/2 inch) with a door opening not less than 30 inches high by 20-1/8 inches wide (± 1/2 inch).

The lower left face door, the fifth door, shall be…