ORDER NO.: A11

CONTRACT ID. NO.: C0000113535C01

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

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 17

FHWA NUMBER: NHPP-081-3 (211)

PROJECT NUMBER: 0081-034-928, B647, C510

COUNTY: FREDERICK

DISTRICT: STAUNTON

DESCRIPTION: SGR/SMART SCALE - BRIDGE REPLACEMENT AND ROAD IMPROVEMENTS

FROM: 0.016 MI. W. INT. APPLE BLOSSOM DR.

TO: 0.049 MI. E. INT. TULANE DR.

DATE BID SUBMITTED: 10:00 AM WEDNESDAY, JUNE 24, 2026

REVISED 04-16-2026

Form C-118 Rev. 2-1-24

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 (https://bidx.com/site/home) at the times designated in the Notice of Advertisement for Bids. For information see (https://cabb.virginiadot.org/)

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

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

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

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

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

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

Form C-24

Rev. 7-6-05

PROPOSAL GUARANTY

KNOW ALL MEN BY THESE PRESENTS, THAT WE _______________________________________ as principal, and ________________________________________ Surety, are held and firmly bound unto the

Commonwealth of Virginia as obligee, in the amount of FIVE PERCENT OF THE DOLLAR VALUE OF THE

BID, lawful money of the United States of America, for the payment of which, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally and firmly by these presents.

SIGNED, sealed and dated this Day of , 20

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

PROJECT NUMBER:

NOW, THEREFORE, the condition of the above obligee is such, that if the aforesaid principal shall be awarded the contract upon said proposal and shall within the time specified in the Specifications after the notice of such award enter into a contract and give bond for the faithful performance of the contract, then this obligation shall be null and void; otherwise to remain in full force and effect and the principal and surety will pay unto the obligee the difference in money between the amount of the bid of the said principal and the amount for which the obligee may legally contract with another party to perform the said work if the latter amount be in excess of the former; but in no event shall the liability exceed the penal sum hereof.

(Principal*) (Surety Company)

By: By:

(Officer, Partner or Owner) (Seal) (Attorney-in-Fact**) (Seal)

(Principal*) (Address)

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

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

(Officer, Partner or Owner) (Seal) (Address)

*Note: If the principal is a joint venture, each party thereof must be named and execution made by same hereon. If there is more than one surety to the bid bond, each surety must be named and execution shall be made by same hereon.

Electronic Bid Only: In lieu of completing the above section of the Contract Performance Bond, the Principal shall file an Electronic Bid Bond when bidding electronically. By signing below the Principal is ensuring the identified electronic bid bond has been executed and the Principal and Surety are firmly bound unto the Commonwealth of Virginia under the same conditions of the bid bond as shown above.

Electronic Bid Bond ID# Company/Bidder Name Signature and Title

**Attach copy of Power of Attorney

Form C-48 Rev. 10-03-25

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION,

AND VENDOR SURVEY FORM (ALL VENDORS)

PROJECT

NO.

0081-034-928, B647, C501

CONTRACT I.D.

NO.

C0000113535C01

FHWA NO. NHPP-081-3 (211)

DATE SUBMITTED

All vendors submitting a bid as a Prime Contractor shall complete and submit with their bids the following information as requested for (1) Subcontractor/Supplier Solicitation, and Utilization, and (2) for Vendor Survey.

The vendor certifies this form accurately represents its solicitation and utilization or non-utilization, as indicated, of the firms listed below for performance of work on this contract. The vendor also certifies he/she has had direct contact with the named firms regarding participation on this project.

Vendor Signature:

Vendor ID No. Title:

Vendor’s Address: ____________________________________

City: __________________

State: __________________ Zip Code: _________

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION (ALL)

VENDOR

NUMBER

NAME OF SUBCONTRACTOR/SUPPLIER TELEPHONE

NUMBER

UTILIZED

(Y/N)

NOTE: ATTACH ADDITIONAL PAGES, IF NECESSARY.

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

FEDERAL LAW REQUIRES ALL VENDORS SUBMITTING BIDS OR OFFERS PROVIDE THE INFORMATION

REQUESTED IN THIS FORM.

Form C-48 Rev. 10-03-25

VENDOR SURVEY

WHEN SUBMITTING A BID OR OFFER AS A PRIME CONTRACTOR, THE BIDDER MUST SUBMIT A

VENDOR SURVEY FOR THEMSELVES AND A VENDOR SURVEY FOR EACH SUBCONTRACTOR

AND SUPPLIER WHO SUBMITTED A BID OR QUOTE TO THE BIDDER.

VENDOR’S FULL LEGAL NAME: ________________________________________

VENDOR ID NO.: __________________

ADDRESS: ____________________________________

CITY: ____________________________________

STATE: _______________ ZIP CODE: _________

VENDOR’S YEARS IN BUSINESS: _____________

VENDOR’S ANNUAL GROSS RECEIPTS: ____ $ 0 - 25 million ____ $ 25 - 50 million ____ $ 50 - 75 million ____ More than $75 million

THE UNDERSIGNED, ON BEHALF OF VENDOR IDENTIFIED ABOVE, ACKNOWLEDGES AND CERTIFIES THAT THIS FORM ACCURATELY STATES THE INFORMATION CONTAINED HEREIN TO THE BEST OF VENDOR’S

KNOWLEDGE.

Printed Full Legal Name of Person Signing for Vendor

Signature: ____________________________________________

Form C-7 Rev. 2-2-24

SHEET 1

TERMS OF THE PROPOSAL\CONTRACT

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

PROJECT NUMBER:

ROUTE NUMBER:

FHWA NUMBER:

DESCRIPTION:

FROM:

TO:

SUBMITTED: 10:00 AM WEDNESDAY, JUNE 24, 2026

0081-034-928, B647, C501

NHPP-081-3(211)

SGR/SMART SCALE - BRIDGE REPLACEMENT AND ROAD IMPROVEMENTS

0.016 MI. W. INT. APPLE BLOSSOM DR.

0.049 MI. E. INT. TULANE DR.

DISTRICT: STAUNTON COUNTY: FREDERICK

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: NOVEMBER 9, 2029

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 04-16-2026

Virginia Department of Transportation 04/14/2026Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000113535C01 0017-034-911, B646, C501

Order No.: A11

Oversight/State Project No.:

Federal Project No.: NHPP-081-3(211)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0010 108SP20-0001

BASELINE PROGRESS

SCHEDULE

LUMP SUM _________._____LUMP SUM

ATTD

0020 108SP20-0002

PROGRESS SCHEDULE

UPDATES

EA

37.000

ATTD

0030 301SD20-0002

CLEARING AND GRUBBING ACRE

0.900

0040 302SD20-0013

ENDWALL EW-12 EA

8.000

0050 302SD20-0027

15" STORM SEWER PIPE LF

3,312.000

0060 302SD20-0032

18" STORM SEWER PIPE LF

49.000

0070 302SD20-0041

24" STORM SEWER PIPE LF

628.000

0080 302SD20-0051

30" STORM SEWER PIPE LF

305.000

0090 302SD20-0061

36" STORM SEWER PIPE LF

90.000

0100 302SD20-0198

15" END SECTION ES-1 OR 2 EA

1.000

0110 302SD20-0204

24" END SECTION ES-1 OR 2 EA

1.000

0120 302SD20-0312

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

6.000

0130 302SD20-0313

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

1.000

0140 302SD20-0314

DROP INLET DI-3B,L=10' EA

29.000

Schedule of Items Page: 3

Proposal ID: C0000113535C01 0017-034-911, B646, C501

Order No.: A11

Oversight/State Project No.:

Federal Project No.: NHPP-081-3(211)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0150 302SD20-0331

DROP INLET DI-3C,L=10' EA

2.000

0160 302SD20-0333

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

1.000

0170 302SD20-0336

DROP INLET DI-3C,L=20' EA

1.000

0180 302SD20-0385

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

1.000

0190 302SD20-0400

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

1.000

0200 302SD20-0446

DROP INLET DI-5 EA

6.000

0210 302SD20-0447

DROP INLET DI-7 EA

4.000

0220 302SD20-0655

DROP INLET DI-13 TY.I EA

2.000

0230 302SD20-0662

MANHOLE MH-1 OR 2 LF

103.900

0240 302SD20-0663

FRAME & COVER MH-1 EA

17.000

0250 303SD20-0001

REGULAR EXCAVATION CY

29,538.000

0260 303SD20-0022

CHECK DAM ROCK TY. I EA

4.000

0270 303SD20-0023

CHECK DAM ROCK TY. II EA

65.000

0280 303SD20-0028

DEWATERING BASIN EC-8 EA

1.000

Schedule of Items Page: 4

Proposal ID: C0000113535C01 0017-034-911, B646, C501

Order No.: A11

Oversight/State Project No.:

Federal Project No.: NHPP-081-3(211)

Contractor:

0001 REGULAR BID ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription

Item ID Proposal

Line Number Dollars Cents Dollars Cents

Spec No.

0290 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

3,092.000

0300 303SD20-0030

INLET PROTECTION TYPE A EA

19.000

0310 303SD20-0031

INLET PROTECTION TYPE B EA

69.000

0320 303SD20-0033

TEMP. SILT FENCE TYPE B LF

1,512.000

0330 303SD20-0034

TEMP. SILT FENCE TYPE A LF

11,450.000

0340 303SX20-0012

UTILITY TEST PIT UNPAVED EA

10.000

ATTD

0350 303SX20-0013

UTILITY TEST PIT ASPHALT

CONCRETE

EA

3.000

ATTD

0360 305SD20-0001

BORROW EXCAVATION CY

8,370.000

0370 305SD20-0005

SELECT MATL. TY. I MIN. CBR-

TON

120.000

0380 305SD20-0009

GEOTEXTILE SUBGRADE

STAB.

SY

6,246.000

0390 309SD20-0010

AGGR. BASE MATL. TY. I NO.

21B

TON

20,184.000

0400 315SD20-0001

ASPHALT CONCRETE TY. SM-

12.5A CONST

TON

2,011.000

0410 315SD20-0002

ASPHALT CONCRETE TY. SM-

12.5D CONST

TON

4,065.000

Schedule of Items Page: 5

Proposal ID: C0000113535C01 0017-034-911, B646, C501

Order No.: A11

Oversight/State Project No.:

Federal Project No.: NHPP-081-3(211)

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.

0420 315SD20-0004

ASPHALT CONCRETE TY. IM-

19.0A CONST

TON

1,454.000

0430 315SD20-0005

ASPHALT CONCRETE TY. IM-

19.0D CONST

TON

6,106.000

0440 315SD20-0007

ASPHALT CONCRETE TY. SM-

9.5A CONST

TON

69.000

0450 315SD20-0010

ASPHALT CONCRETE BM-25.0 TON

13,042.000

0460 315SD20-0015

RUMBLE STRIP CYLINDRICAL

ASPHALT

LF

2,305.000

0470 315SD20-0016

LIQUID ASPHALT COATING

(RUMBLE STRIP)

SY

429.000

0480 315SX20-0007

ASPHALT CONCRETE TY. SM-

9.5AL

TON

109.000

0490 315SX20-0011

SAW-CUT ASPH CONC FULL

DEPTH

LF

20,210.000

0500 401SD20-0001

STRUCTURE EXCAVATION

CONST.

CY

5,966.000

0510 401SD20-0002

SELECT BACKFILL

ABUTMENT ZONE

TON

7,112.000

0520 401SD20-0004

GEOCOMPOSITE WALL

DRAIN

SY

201.000

0530 401SD20-0005

PIPE UNDERDRAIN 6" CONST. LF

365.000

Schedule of Items Page: 6

Proposal ID: C0000113535C01 0017-034-911, B646, C501

Order No.: A11

Oversight/State Project No.:

Federal Project No.: NHPP-081-3(211)

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.

0540 401SX20-0001

BRIDGE PILE EXPLORATORY

DRILLING

LUMP SUM _________._____LUMP SUM

ATTD

0550 401SX20-0004

BRIDGE SUBSTRUCTURE

CONCRETE T3 OR A3

CY

45.000

ATTD

0560 403SD20-0004

DYNAMIC PILE TEST EA

2.000

0570 403SD20-0005

STEEL PILES 10" LF

1,180.000

0580 403SD20-0031

PILE POINT FOR 10" STEEL

PILE

EA

77.000

0590 403SX20-0016

PREBORING PILE HP 10 X 42 LF

156.000

0600 404SD20-0007

CONC. CL. A4 MOD. LTWT

LOW SHRINK., SPR. STRUCT.

CONST.

CY

1,310.000

0610 404SD20-0009

BRIDGE DECK GROOVING

CONST.

SY

4,228.000

0620 404SD20-0010

COVER DEPTH SURVEY

CONST.

SY

4,228.000

0630 404SD20-0011

CONCRETE CLASS A3,

SUBSTRUCT. CONST.

CY

1,008.600

0640 406SD20-0006

REINFORCING STEEL

SUBSTRUCT. CONST.

LB

99,261.000

0650 406SD20-0010

CR REINF. STEEL CL. III

SUBSTRUCT. CONST.

LB

261,442.000

Schedule of Items Page: 7

Proposal ID: C0000113535C01 0017-034-911, B646, C501

Order No.: A11

Oversight/State Project No.:

Federal Project No.: NHPP-081-3(211)

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.

0660 407SD20-0015

STR.STEEL PLATE GIRDER

ASTM A709 GR.50W

LUMP SUM _________._____LUMP SUM

0670 410SX20-0001

ARCHITECTURAL

TREATMENT CPSRT-3-AT

SY

268.000

ATTD

0680 410SX20-0007

BRIDGE SUPERSTRUCTURE

TEMPORARY SUPPORT OF

EXCAVATION

LUMP SUM _________._____LUMP SUM

ATTD

0690 410SX20-0011

PIER PROTECTION SYSTEM

54", CONST

LF

371.000

ATTD

0700 410SX20-0021

RAILING 42" CPSR-1 LF

609.330

0710 413SX20-0002

DISM.& REM. EX. STR. STR.

NO. 1078

LUMP SUM _________._____LUMP SUM

0720 413SX20-0003

ENV.& WORKER PROTECT.

STR. NO. 1078

LUMP SUM _________._____LUMP SUM

0730 413SX20-0004

MATERIAL DISPOSAL STR.

NO. 1078

LUMP SUM _________._____LUMP SUM

0740 414SD20-0004

EROSION CTRL. STONE CL. I,

EC-1

SY

19.000

0750 414SD20-0006

EROSION CTRL. STONE CL.

II, EC-1

SY

4.000

0760 415SD20-0004

CONC. SLAB SLOPE

PROTECTION 4"

SY

1,500.000

0770 419SX20-0006

DECK DRAINAGE SYSTEM

STR. NO. 1078

LUMP SUM _________._____LUMP SUM

ATTD

Schedule of Items Page: 8

Proposal ID: C0000113535C01 0017-034-911, B646, C501

Order No.: A11

Oversight/State Project No.:

Federal Project No.: NHPP-081-3(211)

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.

0780 430SX20-0001

NBIS ACCESS, UNDER

BRIDGE STR. NO. 1078

DAY

3.000

0790 432SD20-0001

ELASTIC INCLUSION

STANDARD EXPANDED

POLYSTYRENE

CY

97.000

ATTD

0800 501SD20-0002

UNDERDRAIN UD-2 LF

907.000

0810 501SD20-0004

UNDERDRAIN UD-4 LF

8,180.000

0820 501SD20-0006

CROSSDRAIN CD-1 LF

162.000

0830 501SD20-0007

CROSSDRAIN CD-2 LF

469.000

0840 501SD20-0009

OUTLET PIPE LF

956.000

0850 502SD20-0011

CURB, STD. CG-2 LF

1,533.000

0860 502SD20-0012

CURB, RADIAL CG-2 LF

578.000

0870 502SD20-0014

CURB, STD. CG-3 LF

82.000

0880 502SD20-0022

COMB. CURB & GUTTER,

STD. CG-6

LF

4,303.000

0890 502SD20-0023

COMB. CURB & GUTTER,

RAD. CG-6

LF

1,589.000

0900 502SD20-0031

ENTRANCE GUTTER CG-13 SY

80.000

Schedule of Items Page: 9

Proposal ID: C0000113535C01 0017-034-911, B646, C501

Order No.: A11

Oversight/State Project No.:

Federal Project No.: NHPP-081-3(211)

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.

0910 502SD20-0053

MEDIAN STRIP MS-1 SY

1.000

0920 502SD20-0056

MEDIAN STRIP MS-1A SY

803.000

0930 502SD20-0058

MEDIAN STRIP MS-2 LF

1,139.000

0940 502SX20-0004

CURB MOD. COMB. CURB &

GUTTER CG-6

LF

76.000

ATTD

0950 504SD20-0001

CONCRETE CLASS A3 MISC. CY

2.000

302, 504

0960 504SD20-0002

CG-12 DETECTABLE

WARNING SURFACE

SY

53.000

0970 504SD20-0003

HYDR. CEMENT CONC.

SIDEWALK 4"

SY

1,458.000

0980 504SD20-0014

HANDRAIL HR-1 TYPE II LF

239.000

0990 505SD20-0011

GUARDRAIL GR-MGS1 LF

1,997.000

1000 505SD20-0017

GUARDRAIL TERMINAL GR-

MGS2

EA

6.000

1010 505SD20-0018

GUARDRAIL END

ANCHORAGE GR-MGS3

EA

9.000

1020 505SD20-0019

GUARDRAIL HEIGHT

TRANSITION GR-MGS4

EA

4.000

1030 505SD20-0027

GUARDRAIL TERMINAL GR-6

NCHRP 350

LF

39.000

Schedule of Items Page: 10

Proposal ID: C0000113535C01 0017-034-911, B646, C501

Order No.: A11

Oversight/State Project No.:

Federal Project No.: NHPP-081-3(211)

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.

1040 505SD20-0030

GUARDRAIL GR-2 LF

499.000

1050 505SD20-0039

GUARDRAIL TER.SITE

PREPARATION

EA

2.000

1060 505SD20-0055

FIXED OBJECT ATTACH. GR-

FOA-5

EA

3.000

1070 505SD20-0073

REMOVE EXISTING

GUARDRAIL

LF

2,667.000

1080 506SD20-0002

RETAINING WALL RW-3 CY

166.000

1090 506SD20-0007

RETAINING WALL

EXCAVATION

CY

360.000

1100 507SD20-0002

FENCE FE-W2 LF

468.000

1110 507SD20-0003

LINE BRACE UNIT FE-W1 OR

FE-W2

EA

2.000

1120 507SD20-0005

FENCE FE-CL LF

76.000

1130 507SD20-0007

LINE BRACE UNIT FE-CL EA

4.000

1140 507SX20-0016

PEDESTRIAN FENCE TYPE C LF

300.000

1150 508SD20-0001

OBSCURING ROADWAY UNIT

179.000

1160 508SD20-0004

DEMO. OF PAVEMENT

FLEXIBLE

SY

28,416.000

Schedule of Items Page: 11

Proposal ID: C0000113535C01 0017-034-911, B646, C501

Order No.: A11

Oversight/State Project No.:

Federal Project No.: NHPP-081-3(211)

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.

1170 509SD20-0001

FLOWABLE BACKFILL CY

97.000

1180 510SX20-0016

REMOVE EXIST. FENCE

REMOVE

LF

768.000

1190 510SX20-0031

MODIFY EXIST. DRAINAGE

STRUCTURE

EA

10.000

1200 510SX20-0031

MODIFY EXIST. SIGNAL

CONTROL

EA

1.000

ATTD

1210 510SX20-0040

REMOVE EXIST. EMERGENCY

PREEMPTION DETECTOR

EA

2.000

ATTD

1220 510SX20-0040

REMOVE EXIST. LUMINAIRE

ARM

EA

9.000

ATTD

1230 510SX20-0040

REMOVE EXIST. SE-5 EA

2.000

1240 510SX20-0040

REMOVE EXIST. SIGNAL

FOUNDATION, POLE, SIGNAL

EQUIPMENT

EA

3.000

ATTD

1250 510SX20-0040

REMOVE EXIST. VIDEO

CAMERA

EA

17.000

ATTD

1260 510SX20-0040

REMOVE EXIST. WIRELESS

INTERCONNECT ANTENNA

EA

4.000

ATTD

1270 510SX20-0046

ADJUST EXIST. DRAINAGE

STRUCTURE

EA

3.000

1280 511SD20-0001

ALLAYING DUST HR

2,022.000

Schedule of Items Page: 12

Proposal ID: C0000113535C01 0017-034-911, B646, C501

Order No.: A11

Oversight/State Project No.:

Federal Project No.: NHPP-081-3(211)

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.

1290 512SD20-0003

TRAFFIC BARRIER SERVICE

MB-11A

LF

6,744.000

1300 512SD20-0007

IMPACT ATTEN.SER. TY. 1 TL-

3, >=40 MPH

EA

10.000

1310 512SD20-0012

TYPE 3 BARRICADE 4' EA

35.000

1320 512SD20-0013

TYPE 3 BARRICADE 8' EA

64.000

1330 512SD20-0014

TEMPORARY SIGN SF

3,602.000

1340 512SD20-0015

AGGREGATE MATERIAL NO.

25 OR 26

TON

1,250.000

1350 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

6,682.000

1360 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

313,134.000

1370 512SD20-0026

ELECTRONIC ARROW BOARD HR

12,487.000

1380 512SD20-0027

FLAGGER SERVICE HR

2,016.000

1390 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

40,929.000

1400 512SD20-0043

ERADICATE NONLINEAR

PVMT MRKG

SF

2,789.000

1410 512SD20-0051

TEMP. PVMT. SYMB. MRKG

THRU ARROW TY. A

EA

47.000

Schedule of Items Page: 13

Proposal ID: C0000113535C01 0017-034-911, B646, C501

Order No.: A11

Oversight/State Project No.:

Federal Project No.: NHPP-081-3(211)

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.

1420 512SD20-0052

TEMP. PVMT. SYMB. MRKG

SNGL TURN ARROW TY. A

EA

53.000

1430 512SD20-0061

TEMP. PVMT MRKG TY. D, CL.

III, 4"

LF

48,031.000

1440 512SD20-0062

TEMP. PVMT MRKG TY. D, CL.

III, 6"

LF

48,716.000

1450 512SD20-0063

TEMP. PVMT MRKG TY. D, CL.

III, 8"

LF

3,516.000

1460 512SD20-0065

TEMP. PVMT MRKG TY. D, CL.

III, 24"

LF

866.000

1470 512SX20-0001

TEMPORARY ASPHALT

MEDIAN

LF

215.000

ATTD

1480 512SX20-0019

TRAFFIC CONTROL PORT.

CHANGEABLE MESS SIGN

EA

4.000

ATTD

1490 512SX20-0020

MODIFY SIGNAL RTE 522

INTERSECTION

LUMP SUM _________._____LUMP SUM

1500 512SX20-0020

MODIFY SIGNAL SB RAMP

INTERSECTION

LUMP SUM _________._____LUMP SUM

1510 512SX20-0025

TEMPORARY TRAFFIC

CONTROL SIGNAL MALL

BLVD. INTERSECTION

LUMP SUM _________._____LUMP SUM

1520 512SX20-0040

POLICE PATROL UNIFORMED

FLAGGERS

HR

100.000

ATTD

1530 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

Schedule of Items Page: 14

Proposal ID: C0000113535C01 0017-034-911, B646, C501

Order No.: A11

Oversight/State Project No.:

Federal Project No.: NHPP-081-3(211)

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.

1540 514SD20-0001

FIELD OFFICE TY.I MO

37.000

1550 515SD20-0004

FLEXIBLE PAVE.PLANING 0"-

2"

SY

6,789.000

1560 515SD20-0005

FLEXIBLE PAVE. PLANING

ABOVE 2"-4"

SY

15,748.000

1570 516SX20-0009

CLEARING PARCEL NO. 011

D-704 SIGN & LIGHT POLE

LUMP SUM _________._____LUMP SUM

1580 516SX20-0009

CLEARING PARCEL NO. 101

D-705 LIGHT POLE

LUMP SUM _________._____LUMP SUM

1590 516SX20-0009

CLEARING PARCEL NO. 102

D-703 LIGHT POLE

LUMP SUM _________._____LUMP SUM

1600 516SX20-0009

CLEARING PARCEL NO. 103

D-701 SIGN

LUMP SUM _________._____LUMP SUM

1610 516SX20-0009

CLEARING PARCEL NO. 103

D-704 LIGHT POLE

LUMP SUM _________._____LUMP SUM

1620 516SX20-0009

CLEARING PARCEL NO. 106

D-706 SIGN

LUMP SUM _________._____LUMP SUM

1630 516SX20-0009

CLEARING PARCEL NO. 106

D-707 LIGHT POLE

LUMP SUM _________._____LUMP SUM

1640 516SX20-0009

CLEARING PARCEL NO. 107

D-702 LIGHT POLE

LUMP SUM _________._____LUMP SUM

1650 517SD20-0001

CONSTRUCTION SURVEYING

CONSTR.

LUMP SUM _________._____LUMP SUM

Schedule of Items Page: 15

Proposal ID: C0000113535C01 0017-034-911, B646, C501

Order No.: A11

Oversight/State Project No.:

Federal Project No.: NHPP-081-3(211)

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.

1660 522SX20-0004

ASBESTOS REMOVAL (STR

1078)

LUMP SUM _________._____LUMP SUM

ATTD

1670 602SX20-0006

TOPSOIL 3" CLASS B CY

4,066.000

1680 603SD20-0002

TEMPORARY SEED LB

1,822.000

1690 603SD20-0003

REGULAR SEED LB

4,032.000

1700 603SD20-0004

OVERSEEDING LB

3,225.000

1710 603SD20-0008

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 2

SY

48,824.000

1720 603SD20-0009

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 3

SY

100,346.000

1730 603SD20-0014

FERTILIZER NITROGEN - N LB

1,171.000

1740 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

869.000

1750 603SD20-0016

FERTILIZER POTASSIUM - K LB

869.000

1760 603SD20-0017

LIME TON

72.300

1770 606SD20-0001

ROLLED EROSION CTRL

PRODUCT EC-2 TYPE 1

SY

3,843.000

1780 606SD20-0005

ROLLED EROSION CTRL

PRODUCT EC-3 TYPE 1

SY

535.000

Schedule of Items Page: 16

Proposal ID: C0000113535C01 0017-034-911, B646, C501

Order No.: A11

Oversight/State Project No.:

Federal Project No.: NHPP-081-3(211)

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.

1790 700SD20-0003

REMOVE EXISTING 1 POST

SIGN STRUCTURE

EA

54.000

1800 700SD20-0004

REMOVE EXISTING 2 POST

SIGN STRUCTURE

EA

6.000

1810 700SD20-0012

RELOCATE EX. 1 POST GRND

MOUNT SGN PANEL

EA

6.000

1820 700SD20-0013

RELOCATE EX. 2 POST GRND

MOUNT SGN PANEL

EA

5.000

1830 700SD20-0014

RELOCATE EX. 3 POST GRND

MOUNT SGN PANEL

EA

1.000

1840 700SD20-0015

RELOCATE EXIST OVRHD

SIGNAL SIGN PANEL

EA

2.000

1850 700SD20-0018

VA SIGN POST W4 X 13 LF

14.000

1860 700SD20-0019

VA SIGN POST W6 X 12 LF

80.000

1870 700SD20-0034

SIGN POST STP-1, 2", 14

GAUGE

LF

579.000

1880 700SD20-0035

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

GAUGE

LF

51.000

1890 700SD20-0036

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

GAUGE

LF

202.500

1900 700SD20-0037

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

GAUGE

LF

386.000

Schedule of Items Page: 17

Proposal ID: C0000113535C01 0017-034-911, B646, C501

Order No.: A11

Oversight/State Project No.:

Federal Project No.: NHPP-081-3(211)

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.

1910 700SD20-0038

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

74.000

1920 700SD20-0039

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

12.000

1930 700SD20-0045

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

DIA. X 7' DEEP

EA

5.000

1940 700SD20-0046

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

DIA. X 4'6" DEEP

EA

1.000

1950 700SD20-0060

ELECTRICAL SERVICE SE-5 EA

3.000

1960 700SD20-0067

PEDESTAL POLE PF-2, 12' EA

16.000

1970 700SD20-0068

CONC. FOUND. PF-8 CY

85.000

1980 700SD20-0069

CONC. FOUND. PF-2 EA

16.000

1990 700SD20-0094

SIGNAL MAST ARM POLE MP-

3, TY. D

EA

2.000

2000 700SD20-0095

SIGNAL MAST ARM POLE MP-

3, TY. E1

EA

3.000

2010 700SD20-0097

SIGNAL MAST ARM POLE MP-

3, TY. F

EA

1.000

2020 700SD20-0099

MAST ARM 40' EA

1.000

2030 700SD20-0100

MAST ARM 49' EA

2.000

Schedule of Items Page: 18

Proposal ID: C0000113535C01 0017-034-911, B646, C501

Order No.: A11

Oversight/State Project No.:

Federal Project No.: NHPP-081-3(211)

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.

2040 700SD20-0102

MAST ARM 65' EA

1.000

2050 700SD20-0103

MAST ARM 70' EA

2.000

2060 700SD20-0104

MAST ARM 75', CASE 1

LOADING

EA

1.000

2070 700SD20-0110

14/2 CONDUCTOR CABLE LF

3,890.000

2080 700SD20-0112

14/4 CONDUCTOR CABLE LF

215.000

2090 700SD20-0114

14/7 CONDUCTOR CABLE LF

11,625.000

2100 700SD20-0123

CAT 5 OUTDOOR CABLE LF

690.000

2110 700SD20-0144

8 CONDUCTOR CABLE LF

1,270.000

2120 700SD20-0145

10 CONDUCTOR CABLE LF

2,685.000

2130 700SD20-0148

8 CONDUCTOR CABLE EGC LF

6,715.000

2140 700SD20-0149

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

4.000

2150 700SD20-0174

ELECTRICAL SERVICE WORK

PAD

EA

3.000

2160 700SD20-0178

JUNCTION BOX JB-S2 EA

21.000

2170 700SD20-0179

JUNCTION BOX JB-S3 EA

4.000

Schedule of Items Page: 19

Proposal ID: C0000113535C01 0017-034-911, B646, C501

Order No.: A11

Oversight/State Project No.:

Federal Project No.: NHPP-081-3(211)

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.

2180 700SD20-0181

ELECT. SER. GRD.

ELECTRODE 10'

EA

6.000

2190 700SD20-0191

BORED CONDUIT 2" LF

1,325.000

2200 700SD20-0193

BORED CONDUIT 4" LF

2,750.000

2210 700SD20-0194

CONDUIT PVC 2" LF

980.000

2220 700SD20-0195

CONDUIT PVC 3" LF

945.000

2230 700SD20-0196

CONDUIT PVC 4" LF

55.000

2240 700SD20-0197

TRENCH EXCAVATION ECI-1 LF

980.000

2250 700SD20-0199

TEST BORE EA

22.000

2260 700SD20-0217

LIGHTING POLE LP-1 25'

MNTG HT

EA

4.000

2270 700SD20-0225

LUMINAIRE ARM 18' EA

9.000

2280 700SX20-0002

SIGN STRUCTURE,

OVERHEAD SPAN SIGN 1005

(63'-5" SPAN)

EA

1.000

2290 700SX20-0002

SIGN STRUCTURE,

OVERHEAD SPAN SIGN 1006

(110'-2" SPAN)

EA

1.000

Schedule of Items Page: 20

Proposal ID: C0000113535C01 0017-034-911, B646, C501

Order No.: A11

Oversight/State Project No.:

Federal Project No.: NHPP-081-3(211)

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.

2300 700SX20-0002

SIGN STRUCTURE,

OVERHEAD SPAN SIGN

403/404 (150'-0" SPAN)

EA

1.000

2310 700SX20-0002

SIGN STRUCTURE,

OVERHEAD SPAN SIGN 606

(126'-4" SPAN)

EA

1.000

2320 700SX20-0003

SIGN STRUCTURE,

OVERHEAD CANT. SIGN 301

(43'-9" SPAN)

EA

1.000

2330 700SX20-0003

SIGN STRUCTURE,

OVERHEAD CANT. SIGN 402

(46'-6" SPAN)

EA

1.000

2340 700SX20-0003

SIGN STRUCTURE,

OVERHEAD CANT. SIGN 406

(44'-0" SPAN)

EA

1.000

2350 700SX20-0007

CONDUCTOR CABLE 10/3 LF

3,585.000

2360 700SX20-0009

TRAFFIC SIGNALIZATION

EMERGENCY PREEMPTION

DETECTOR CABLE

LF

1,135.000

ATTD

2370 700SX20-0009

TRAFFIC SIGNALIZATION

VIDEO DETECTION CAMERA

CABLE (COAXIAL & POWER)

LF

1,125.000

ATTD

2380 700SX20-0010

TRAFFIC SIGNALIZATION ATC

CABINET - TY.II 4 DOOR

CONFIG 32 CHANNEL

OUTLET

EA

2.000

Schedule of Items Page: 21

Proposal ID: C0000113535C01 0017-034-911, B646, C501

Order No.: A11

Oversight/State Project No.:

Federal Project No.: NHPP-081-3(211)

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.

2390 700SX20-0010

TRAFFIC SIGNALIZATION

BASE MOUNTED NEMA TS-2

TRAFFIC SIGNAL CABINET

EA

1.000

ATTD

2400 700SX20-0010

TRAFFIC SIGNALIZATION LED

BLANK OUT SIGN

EA

1.000

ATTD

2410 700SX20-0010

TRAFFIC SIGNALIZATION Q-

FREE (INTELIGHT) XN-2 ATC

CONTROLLER

EA

1.000

ATTD

2420 700SX20-0010

TRAFFIC SIGNALIZATION

RELOCATE EXIST OVRHD

SIGNAL ILLUMINATED SIGN

PANEL

EA

3.000

2430 700SX20-0010

TRAFFIC SIGNALIZATION

SIGNAL HEAD SECTION 12"

LED, GREEN

EA

6.000

ATTD

2440 700SX20-0010

TRAFFIC SIGNALIZATION

SIGNAL HEAD SECTION 12"

LED, GREEN ARROW

EA

5.000

ATTD

2450 700SX20-0010

TRAFFIC SIGNALIZATION

SIGNAL HEAD SECTION 12"

LED, RED

EA

18.000

ATTD

2460 700SX20-0010

TRAFFIC SIGNALIZATION

SIGNAL HEAD SECTION 12"

LED, RED ARROW

EA

5.000

ATTD

2470 700SX20-0010

TRAFFIC SIGNALIZATION

SIGNAL HEAD SECTION 12"

LED, YELLOW

EA

12.000

Schedule of Items Page: 22

Proposal ID: C0000113535C01 0017-034-911, B646, C501

Order No.: A11

Oversight/State Project No.:

Federal Project No.: NHPP-081-3(211)

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.

2480 700SX20-0010

TRAFFIC SIGNALIZATION

SIGNAL HEAD SECTION 12"

LED, YELLOW ARROW

EA

6.000

ATTD

2490 700SX20-0010

TRAFFIC SIGNALIZATION

UNINTERRUPTIBLE POWER

SUPPLY

EA

1.000

ATTD

2500 700SX20-0010

TRAFFIC SIGNALIZATION

UNINTERRUPTIBLE POWER

SUPPLY BATTERY

EA

1.000

ATTD

2510 700SX20-0010

TRAFFIC SIGNALIZATION

UNINTERRUPTIBLE POWER

SUPPLY CABINET

EA

1.000

ATTD

2520 700SX20-0017

REMOVE EXIST. OVERHEAD

SIGN STRUCTURE - BRIDGE

MOUNTED

EA

1.000

2530 700SX20-0017

REMOVE EXIST. OVERHEAD

SIGN STRUCTURE -

SPAN/CANTILEVER

EA

3.000

2540 700SX20-0018

REMOVE EXIST OVRHD SGN

STR. SGN.PANEL SGN.PANEL

EA

13.000

2550 700SX20-0022

CONC FOUNDATION CF-1 EA

1.000

2560 700SX20-0022

CONC FOUNDATION CF-5 EA

2.000

2570 700SX20-0022

CONC FOUNDATION

OVERHEAD SIGN

STRUCTURE

EA

11.000

Schedule of Items Page: 23

Proposal ID: C0000113535C01 0017-034-911, B646, C501

Order No.: A11

Oversight/State Project No.:

Federal Project No.: NHPP-081-3(211)

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.

2580 700SX20-0022

CONC FOUNDATION

WINCHESTER FOUNDATION

EA

1.000

ATTD

2590 700SX20-0024

SIGNAL POLE MAST ARM

POLE TYPE III - FOR UP TO 65

FOOT MAST ARM

EA

2.000

ATTD

2600 700SX20-0024

SIGNAL POLE MAST ARM

POLE TYPE III - FOR UP TO 75

FOOT MAST ARM

EA

3.000

ATTD

2610 700SX20-0025

MAST ARM 50' EA

2.000

ATTD

2620 700SX20-0026

MAST ARM 70' EA

3.000

ATTD

2630 700SX20-0030

LUMINAIRE ARM 15' EA

5.000

ATTD

2640 701SD20-0001

SIGN PANEL SF

3,668.200

2650 702SD20-0002

FLEXIBLE POST DELINEATOR EA

4.000

2660 703SD20-0003

LOCAL CONTROLLER TY. A EA

2.000

2670 703SD20-0007

TRAF. SIG. HEAD SECT. 12"

HVS BACKPLATE

EA

78.000

2680 703SD20-0011

PEDESTRIAN ACTUATION PA-

EA

20.000

2690 703SD20-0014

VIDEO DETECTION CAMERA EA

7.000

2700 703SD20-0015

VIDEO DETECTION CABLE LF

2,025.000

Schedule of Items Page: 24

Proposal ID: C0000113535C01 0017-034-911, B646, C501

Order No.: A11

Oversight/State Project No.:

Federal Project No.: NHPP-081-3(211)

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.

2710 703SD20-0016

VIDEO DETECTION SYSTEM EA

2.000

2720 703SD20-0022

EVP DETECTION SYSTEM 3-

WAY

EA

1.000

2730 703SD20-0023

EVP DETECTION SYSTEM 4-

WAY

EA

1.000

2740 703SD20-0024

EVP DETECTOR CABLE LF

1,995.000

2750 703SD20-0034

HANGER ASSEMBLY SM-3,

ONE WAY

EA

26.000

2760 703SD20-0034

HANGER ASSEMBLY SM-3,

ONE WAY (CLUSTER)

EA

6.000

2770 703SD20-0034

HANGER ASSEMBLY SM-3,

ONE WAY (IN LINE)

EA

11.000

2780 703SD20-0039

HANGER ASSEMBLY SMB-3,

ONE WAY

EA

12.000

2790 703SD20-0040

HANGER ASSEMBLY SMB-3,

TWO WAY

EA

5.000

2800 703SD20-0044

REMOVE EXISTING POLE EA

17.000

2810 703SD20-0045

REMOVE EXISTING

FOUNDATION

EA

17.000

2820 703SD20-0046

REMOVE EXISTING SIGNAL

HEAD

EA

58.000

Schedule of Items Page: 25

Proposal ID: C0000113535C01 0017-034-911, B646, C501

Order No.: A11

Oversight/State Project No.:

Federal Project No.: NHPP-081-3(211)

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.

2830 703SD20-0047

REMOVE EXISTING

CONTROLLER

EA

2.000

2840 703SD20-0048

REMOVE EXISTING

MANHOLE/JUNCTION BOX

EA

23.000

2850 703SD20-0053

UNINTERRUPT. PWR SUPPLY

TYPE 2

EA

2.000

2860 703SD20-0054

UNINTERRUPT. PWR SUPPLY

BATTERY PAC

EA

2.000

2870 703SD20-0055

UNINTERRUPT. PWR SUPPLY

CABINET ATT

EA

2.000

2880 703SD20-0060

PEDESTRIAN SIGNAL HEAD

SP-8

EA

22.000

2890 703SX20-0003

DETECTOR FOUR VIDEO

THERMAL DECTION CAMERA

INTERSECTION

EA

1.000

ATTD

2900 703SX20-0003

DETECTOR EMERGENCY

PREEMPTION DETECTOR

CONTROLLER EQUIPMENT

EA

1.000

ATTD

2910 703SX20-0003

DETECTOR EMERGENCY

PREEMPTION DETECTOR

UNIT

EA

3.000

ATTD

2920 703SX20-0003

DETECTOR EMITTERS EA

3.000

ATTD

2930 703SX20-0003

DETECTOR VIDEO

DETECTION CAMERA Y

CABLE (BNC TO 2 WIRE)

EA

4.000

Schedule of Items Page: 26

Proposal ID: C0000113535C01 0017-034-911, B646, C501

Order No.: A11

Oversight/State Project No.:

Federal Project No.: NHPP-081-3(211)

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.

2940 704SD20-0001

TYPE A PVMT LINE MRKG 4" LF

80.000

2950 704SD20-0006

TYPE B CLASS I PVMT LINE

MRKG 4"

LF

8,197.000

2960 704SD20-0007

TYPE B CLASS I PVMT LINE

MRKG 6"

LF

12,254.000

2970 704SD20-0008

TYPE B CLASS I PVMT LINE

MRKG 8"

LF

2,540.000

2980 704SD20-0010

TYPE B CLASS I PVMT LINE

MRKG 24"

LF

2,039.000

2990 704SD20-0015

TYPE B CLASS II PVMT LINE

MRKG 24"

LF

824.000

3000 704SD20-0027

TYPE B CLASS VI PVMT LINE

MRKG 6"

LF

4,088.000

3010 704SD20-0029

TYPE B CLASS VI PVMT LINE

MRKG 12"

LF

865.000

3020 704SD20-0030

TYPE B CLASS VI CONTRAST

PVMT LINE MRKG 4"

LF

444.000

3030 704SD20-0031

TYPE B CLASS VI CONTRAST

PVMT LINE MRKG 6"

LF

1,204.000

3040 704SD20-0032

INLAID PAVEMENT MARKER

ASPHALT

EA

41.000

ATTD

3050 704SD20-0036

PVMT MSG. MARK. "ONLY" TY

B, CL II, 6'

EA

5.000

Schedule of Items Page: 27

Proposal ID: C0000113535C01 0017-034-911, B646, C501

Order No.: A11

Oversight/State Project No.:

Federal Project No.: NHPP-081-3(211)

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.

3060 704SD20-0045

PVMT SYMB MRKG THRU

ARROW TY B, CL II

EA

5.000

3070 704SD20-0048

PVMT SYMB MRKG SGL

TURN ARR. TY B CL II

EA

39.000

3080 704SD20-0060

SYMB MRKG LANE

REDUCTION ARR TY B CL II

EA

3.000

3090 704SD20-0086

PVMT SYMB MRKG YIELD 2' X

3' TY B CL I

EA

20.000

3100 704SX20-0001

PAVEMENT MARKING TYPE B

CL VI CONTRAST PVMT LINE

MRKG.8"

LF

147.000

3110 704SX20-0002

PAVEMENT MARKING TEMP.

INLAID PVMT MARKER

ASPHALT

EA

249.000

ATTD

3120 705SX20-0001

LUMINAIRE CONVENTIONAL

(100 W. LED)

EA

14.000

3130 801SX20-0001

COMMUNICATION EQUIP. 5.8

GHz WIRELESS BROADBAND

RADIO TRANSCEIVERS

EA

1.000

ATTD

3140 801SX20-0001

COMMUNICATION EQUIP. ESS

SOLAR POWERED

EA

1.000

ATTD

3150 807SD20-0003

5.8 GHZ WIRELESS

BROADBAND RADIO

EA

3.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000113535C01

A11

Contract ID:

Order No.:

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

FORM C-21B

Rev 12-21-05

0001 REGULAR BID ITEMSSECTION:

ltem Description Fuel Factor gal/unit Option Item

Number

_______REGULAR EXCAVATION 0.290303SD20-0001

_______SILTATION CONTROL EXCAVATION 0.290303SD20-0029

_______BORROW EXCAVATION 0.290305SD20-0001

_______SELECT MATL. TY. I MIN. CBR-30 0.600305SD20-0005

_______AGGR. BASE MATL. TY. I NO. 21B 0.600309SD20-0010

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

_______ASPHALT CONCRETE TY. SM-12.5D CONST 3.500315SD20-0002

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

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

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

_______ASPHALT CONCRETE BM-25.0 3.500315SD20-0010

_______ASPHALT CONCRETE TY. SM-9.5AL 3.500315SX20-0007

_______STRUCTURE EXCAVATION CONST. 0.290401SD20-0001

_______CONC. CL. A4 MOD. LTWT LOW SHRINK., SPR. STRUCT.

CONST.

1.892404SD20-0007

_______CONCRETE CLASS A3, SUBSTRUCT. CONST. 1.892404SD20-0011

_______CONCRETE CLASS A3 MISC. 1.892504SD20-0001

_______RETAINING WALL RW-3 1.892506SD20-0002

_______RETAINING WALL EXCAVATION 0.290506SD20-0007

_______DEMO. OF PAVEMENT FLEXIBLE 0.200508SD20-0004

_______AGGREGATE MATERIAL NO. 25 OR 26 0.600512SD20-0015

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

_______FLEXIBLE PAVE. PLANING ABOVE 2"-4" 0.160515SD20-0005

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Steel Price Adjustment

C0000113535C01

A11

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

_______STEEL PILES 10"403SD20-0005

_______REINFORCING STEEL SUBSTRUCT. CONST.406SD20-0006

_______CR REINF. STEEL CL. III SUBSTRUCT. CONST.406SD20-0010

_______STR.STEEL PLATE GIRDER ASTM A709 GR.50W407SD20-0015

_______GUARDRAIL GR-MGS1505SD20-0011

_______GUARDRAIL TERMINAL GR-MGS2505SD20-0017

_______GUARDRAIL END ANCHORAGE GR-MGS3505SD20-0018

_______GUARDRAIL HEIGHT TRANSITION GR-MGS4505SD20-0019

_______GUARDRAIL TERMINAL GR-6 NCHRP 350505SD20-0027

_______GUARDRAIL GR-2505SD20-0030

_______FENCE FE-CL507SD20-0005

_______VA SIGN POST W4 X 13700SD20-0018

_______VA SIGN POST W6 X 12700SD20-0019

_______SIGN POST STP-1, 2", 14 GAUGE700SD20-0034

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

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

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

_______SIGNAL MAST ARM POLE MP-3, TY. D700SD20-0094

_______SIGNAL MAST ARM POLE MP-3, TY. E1700SD20-0095

_______SIGNAL MAST ARM POLE MP-3, TY. F700SD20-0097

_______MAST ARM 40'700SD20-0099

_______MAST ARM 49'700SD20-0100

_______MAST ARM 65'700SD20-0102

_______MAST ARM 70'700SD20-0103

_______MAST ARM 75', CASE 1 LOADING700SD20-0104

_______SIGNAL POLE MAST ARM POLE TYPE III - FOR UP TO 75

FOOT MAST ARM

700SX20-0024

_______SIGNAL POLE MAST ARM POLE TYPE III - FOR UP TO 65

FOOT MAST ARM

700SX20-0024

_______MAST ARM 50'700SX20-0025

_______MAST ARM 70'700SX20-0026

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000113535C01

A11

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

ASPHALT CONCRETE TY. SM-12.5A CONST315SD20-0001

ASPHALT CONCRETE TY. SM-12.5D CONST315SD20-0002

ASPHALT CONCRETE TY. IM-19.0A CONST315SD20-0004

ASPHALT CONCRETE TY. IM-19.0D CONST315SD20-0005

ASPHALT CONCRETE TY. SM-9.5A CONST315SD20-0007

ASPHALT CONCRETE BM-25.0315SD20-0010

LIQUID ASPHALT COATING (RUMBLE STRIP)315SD20-0016

ASPHALT CONCRETE TY. SM-9.5AL315SX20-0007

Determination of Major Items

1C0000113535C01Contract ID:

ltem Description Item

Number

STR.STEEL PLATE GIRDER ASTM A709 GR.50W407SD20-0015

CONC. CL. A4 MOD. LTWT LOW SHRINK., SPR. STRUCT. CONST.404SD20-0007

ASPHALT CONCRETE BM-25.0315SD20-0010

CR REINF. STEEL CL. III SUBSTRUCT. CONST.406SD20-0010

ASPHALT CONCRETE TY. IM-19.0D CONST315SD20-0005

REGULAR EXCAVATION303SD20-0001

AGGR. BASE MATL. TY. I NO. 21B309SD20-0010

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

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

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

CN105-000100-00 OPERATIONS BY STATE FORCES 7-12-16 (SPCN) 2

CN105-000140-00 SECTION 105.14—MAINT DURING CONST 12-20-24 (SPCN) 2

CN105-000150-00 SECURITY REQUIREMENTS FOR PCMS 1-30-26 (SPCN) 3

CN211-000100-00 POLISHING AGGREGATE IN ASPHALT CONC. R-7-12-16 (SPCN) 4

CN221-000100-00 SECTION 221.02—DETAIL REQUIREMENTS 1-15-25 (SPCN) 5

CN245-000100-01 SECTION 245.03—TESTING & DOCUMENTATION 1-10-24 (SPCN) 5

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

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

CN518-000210-00 SEC. 518.02(A) NUMBER OF TRAINEES 7-12-16 (SPCN) 7

CN704-000200-00 INLAID PAVE. MARKER LOC. AND SPACING 8-11-21 (SPCN) 7

CN801-000100-00 TRAFFIC SIGNAL AND ITS EQUIPMENT APPROVAL 7-28-25 (SPCN) 8

*DRUG-FREE WORKPLACE 7-3-19 (SPCN) 8

CQ107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY 5-11-22 (SPCN) 9

UNIFORMED FLAGGERS R-7-12-16_(SPCN) 10

CQ512-000321-00 CONTRACTOR MAINT. OF TEMP. MARKINGS 6-13-17 (SPCN) 10

DECK CONCRETE PAYMENT 3-5-24 (SPCN) 10

EXPANDED RUBBER JOINT FILLER AND JOINT MATERIAL 5-29-25 (SPCN) 11

OPTIONAL USE OF ANCHOR BOLT SLEEVES 10-15-21 (SPCN) 11

PIER PROTECTION SYSTEM 10-20-20 (SPCN) 11

PILE CENTER OF GRAVITY CONFIRMATION 10-26-21 (SPCN) 11

PREBORING 10” STEEL PILE 10-14-25 (SPCN) 12

SECTION 408.03(G) PLACEMENT (BEARINGS) 3-4-22 (SPCN) 12

SECTION 507.04 - MEASUREMENT AND PAYMENT 7-21-25 (SPCN) 12

STEEL BAR SUPPORTS 3-5-24 (SPCN) 13

STEEL PLATE ABOVE EPS 10-22-25 (SPCN) 13

STRUCTURE EXCAVATION 7-21-25 (SPCN) 13

SUBSTRUCTURE CLASS A3 CONCRETE 9-23-25 (SPCN) 13

TEMPORARY SUPPORT OF EXCAVATION 4-29-25 (SPCN) 13

PIPE UNDERDRAIN 6 INCH 5-22-25 (SPCN) 14

SECTION 407—STEEL AND OTHER METAL STRUCTURES 12-7-22 (SPCN) 14

PROTECTION OF NESTING BIRDS 4-5-24 (SPCN) 14

PROTECTION OF BAT SPECIES 1-17-18 (SPCN) 15

SECTION 703 TRAFFIC SIGNALS (ATC HARDWARE & FIRMWARE) 6-11-20 (SPCN) 15

SECTION 806 – ENVIRONMENTAL SENSOR STATIONS 8-26-25 (SPCN) 15

DECK DRAINAGE SYSTEM 4-6-26 (SPCN) 16

ROCK EXCAVATION 4-6-26 (SPCN) 16

SP0F0-000100-00 PREDETERMINED MIN. WAGE RATES R-7-12-16 17

SP0F0-000130-02 FHWA 1273—REQ. PROVISIONS, FED-AID 10-3-23 24

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 50

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 56

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 57

*SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1-21/20 58

SP107-001510-05 INTERIM DBE REQUIREMENTS 11-05-25 60

SP107-003100-00 MADE IN THE USA REQUIREMENTS 10-03-25 64

SP108-000110-01 PROG. SCHED. FOR CAT. II PROJECTS 3-21-22 71

*SP109-000100-05 ASPHALT MATERIAL PRICE ADJUSTMENT 7-8-24 89

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 91

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 93

TABLE OF CONTENTS FOR PROVISIONS

SP109-000130-01 ELECTRONIC OR PRINTED WEIGH TICKETS 3-10-25 98

SP401-000100-01 CLEAR & GRUB BRIDGE APPROACHES 2-28-18 104

SP700-000180-03 MODIFICATIONS TO AASHTO’S SIGN STRUCT. SPEC. 9-29-20 106

*SP704-000120-00 INLAID PAVEMENT MARKERS 8-26-19 111

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

SS109-002020-01 SEC. 109—MEASUREMENT AND PAYMENT 5-1-23 121

SS211-002020-03 SECT 211 – ASPHALT CONCRETE 3-18-24 124

SS220-002020-01 SECTION 220 – CONCRETE CURING MATERIALS 8-28-20 129

SS223-002020-02 SECTION 223 – STEEL REINFORCEMENT 4-4-23 130

*SS234-002020-01 SECTION 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 131

*SS235-002020-01 SECTION 235 – RETROREFLECTORS 5-6-22 132

SS236-002020-01 SECTION 236 – WOOD PRODUCTS 5-14-21 133

*SS246-002020-02 SECTION 246 – PAVEMENT MARKING 5-6-22 137

SS248-002020-02 SECTION 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 145

*SS305-002020-02 SECTION 305 – SUBGRADE AND SHOULDERS 12-20-23 147

SS308-002020-01 SECTION 308 -SUBBASE COURSE 7-13-21 149

SS309-002020-01 SECTION 309 - AGGREGATE BASE COURSE 7-13-21 150

SS315-002020-05 SECTION 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 151

SS317-002020-01 SECTION 317— STONE MATRIX ASPH CONC PLACEMENT 6-21-24 170

SS318-002020-01 SECTION 318—PAVEMENT INTERLAYERS 8-2-23 172

*SS319-002020-02 SECT 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 173

SS321-002020-02 SECTION 321 – TRENCH WIDENING 5-4-23 177

*SS407-002020-02 SEC. 407 – STEEL & METAL STRUCT 11-01-22 179

*SS411-002020-01 SEC. 411 – PROT. COAT. OF METAL 11-01-22 182

*SS512-002020-03 SECTION 512 – MAINTAINING TRAFFIC 7-1-22 183

*SS704-002020-02 SECTION 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 197

COOPERATION WITH REGARD TO SHARED WORK AREA 11-19-25 203

PILE EXPLORATORY DRILLING 10-22-25 204

ARCHITECTURAL TREATMENT 11-9-21 206

ANTI-GRAFFITI COATING ON BRIDGE 3-9-22 208

ELASTIC INCLUSION [EXPANDED POLYSTYRENE (EPS)] 7-9-25 212

TREE REMOVAL TIME OF YEAR RESTRICTION FOR BAT HABITAT 4-14-25 215

SECTION 105.08 – COOPERATION WITH REGARD TO UTILITIES 2-19-26 216

SECTION 105.08 – COOPERATION WITH REGARD TO UTILITIES 2-20-26 220

CONTROLLED BLASTING 10-13-20 226

USE OF NUMBER 10 SCREENINGS 4-28-17 228

SEC. 107—LEGAL RESPONSIBILITIES (PROTECTION OF KARST FEATURES) 12-11-20 231

SHALE FILL 7-1-19 233

REMOVAL OF ASBESTOS FROM BRIDGE STRUCTURES 10-30-24 235

TEMPORARY INLAID PAVEMENT MARKERS 4-16-25 240

VERIFYING EXISTING UTILITY LOCATIONS 5-27-20 242

TEMPORARY ASPHALT MEDIAN 4-8-26 244

INTELLIGENT TRANSPORTATION SYSTEM – PCMS 3-27-23 246

LED BLANKOUT SIGN 3-6-26 251

SP705-000100-00 LED LUMINAIRES 7-27-18 253

SIGNAL EQUIPMENT AND TRAFFIC CONTROL DEVICE CHANGES 8-30-23 259

SP108-000150-00 SUBSTANTIAL COMPLETION INCENTIVE/DISINCENTIVE 11-6-20 265

MODIFIED COMBINATION CURB AND GUTTER CG-6 4-6-26 267

POWDER COATING, PACKAGING AND SHIPMENT 5-1-22 268

TRAFFIC SIGNAL CONTROLLER 6-6-23 270

SIGNAL HEAD SECTIONS 6-6-23 274

WIRELESS TRANSCEIVERS 6-6-23 276

THERMAL VIDEO DETECTION SYSTEM 6-6-23 277

SIGNAL MAST ARMS, POLES, LUMINAIRE ARMS AND SIGN SUPPORTS 4-3-26 286

EMERGENCY VEHICLE PRE-EMPTION 4-3-26 295

TRAFFIC SIGNAL CABINETS 4-3-26 297

UNINTERRUPTIBLE POWER SUPPLY 4-3-26 301

LED EDGE-LIT INTERNALLY ILLUMINATED STREET NAME SIGNS 4-3-26 309

ENV. PERMITS 311

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

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

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

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

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

12-11-25 (SPCN)

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

103.02 – Award of Contract

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

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

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

6-17-25 (SPCN)

cn105-00…