PLANS, SPECIFICATIONS & ADDENDA ARE AVAILABLE ON …Bid Opening (Letting) Date and Time: Wednesday,...

STATE OF CONNECTICUT

DEPARTMENT OF TRANSPORTATION

2800 BERLIN TURNPIKE

NEWINGTON, CONNECTICUT 06111

INVITATION TO BID

Date Advertised: May 29, 2019

Sealed bids for the construction of the following project(s) will be received by the Commissioner of

Transportation, by submitting the bid electronically (only) through the Bid Express Website (bidx.com).

PAPER BIDS WILL NOT BE ACCEPTED.

Bid Opening (Letting) Date and Time: Wednesday, June 26,2019 at 2:00 p.m. Bids will NOT be accepted after

2:00 pm. NO EXCEPTIONS. The official time is the Bid Express Letting time indicator. The bids will be

publicly opened and read in the CONFERENCE ROOM on the main floor. Apparent bid totals are available at

https://www.bidx.com/ct/main, by accessing the “Lettings” tab.

Proposal ID Number: 0138-0248

Project Scope Code: K

State Project Number(s) & Description: Project No. 138-248; Reconstruction of Interchange 33 on I-95 in the

town of Stratford.

Federal-aid Project Number(s) & Funding Source: Federal FHWA (F.A. P. No. 0951(377))

Pre-Bid Conference and/or Site Visit Information: N/A

District Number(s): 3 New Haven

Contract DBE % Goal or SBE % Set-Aside: 10% DBE

The apparent low bidder’s DBE or SBE Commitment Approval Request form(s) meeting the established

DBE contract goal percentage or SBE set-aside percentage, including Good Faith Effort (GFE) documentation

for DBE goals, if applicable, are due to the Department no later than five (5) calendar days after the bid opening.

It is highly recommended that all bidders complete the required documentation during their bid preparation

process in order to meet the DBE or SBE submittal requirement as the apparent low bidder. If not received on

time, your bid may be rejected as provided by Section XI of the Construction Contract Bidding and

Award Manual.

A list of bid items and quantities is attached. This list is NOT the official bid proposal form.

OFFICIAL BID PROPOSAL FORMS MUST BE REQUESTED – Please complete the Bid Proposal

Request Form (Part C) located on the DOT website at the following LINK -

http://www.ct.gov/dot/cwp/view.asp?a=2288&q=259262, and submit it by email to

[email protected]. Please read the instructions on the Part C Form.

PLANS, SPECIFICATIONS & ADDENDA ARE AVAILABLE ON THE

CONTRACTING PORTAL FREE OF CHARGE

Secure Electronic Bidding with Bid Express (www.bidx.com): Please refer to the attached document entitled

“Electronic Bidding Instructions / Requirements for Bidders”.

https://www.bidx.com/ct/main

http://www.ct.gov/dot/cwp/view.asp?a=2288&q=259262

mailto:[email protected]

Prequalification Requirements: Prospective bidders must be prequalified with the Department of

Transportation and have on file a sworn Statement (CON 16) by the time of the bid. In order to help ensure that

prospective bidders may become prequalified in time for the bid opening for a given contract, contractors should

be certain to return the Prequalification Application (CON 16) with all necessary information, signatures and

notarized documents, to the DOT Contracts Unit at least thirty (30) calendar days before requesting a bid

proposal form for that contract.

Bid Proposal Forms: All prospective bidders requesting to obtain the “official” Bid Proposal Form must

submit a completed Bid Proposal Request Form (Part "C") to the DOT Contracts Unit per the above

instructions.

If the Bid Proposal Request Form (Part C) and the Contractor's Prequalification Application are found to be

satisfactory, the bidder will receive an email response from the Department instructing the bidder to download

the electronic Bid Proposal Form (aka EBSX file) from the Bid Express Website (bidx.com).

Approved/validated bidders will be required to download the official Bid Proposal Form (aka EBSX file) and

associated amendment files (.00#), if applicable, from the Bid Express website (bidx.com), only after they have

received the email response from the Department approving them to bid.

It is the bidder’s responsibility to ensure that they download the complete official Bid Proposal Form (EBSX

file) and any amendment files (.00#) associated with that specific Bid Proposal Form, from the latest letting

date. Amendment files (.00#) are posted to the Bid Express website when there is a change to the bid proposal

form, including a letting date change. The Department is not liable for the bidder’s failure to ensure that they

download the official Bid Proposal Form (EBSX file) and amendment files (.00#) from the Bid Express website.

NOTE: Prequalification status is confirmed every time a contractor submits a Request for Bid Proposal Form

(Part C). All bid proposals must be on the electronic bid form/file furnished by the Department of

Transportation. Official bid proposals are not included in the Plans and Specifications and are non-transferable.

DBE Participation: The contract goal for DBE participation equaling the percent (indicated above) of the total

Contract value has been established for this Contract. Compliance with this provision may be fulfilled when a

DBE or any combination of DBEs perform work under the contract in accordance with 49 CFR Part 26 Subpart

C Section 26.55, as revised.

The Department of Transportation hereby notifies all bidders that it will affirmatively ensure that in any contract

entered into pursuant to this advertisement, qualified Disadvantaged Business Enterprises, Small Contractor or

Small Contractor Minority Business Enterprises will be afforded full opportunity to submit bids in response to

this invitation and that they will not be discriminated against on the grounds of race, color, national origin, sex,

sexual orientation, mental retardation or physical disability including but not limited to blindness, in

consideration for an award.

FTA - Buy America Certificates and Certification Regarding Lobbying: These certifications are required

with all Federal Transit Administration funded projects. Please refer to funding source above to determine the

requirement.

Bid Security: Except when otherwise specified in the bid documents, no proposal will be considered unless; (a)

it is accompanied by a proposal guaranty in the form of a bid bond from a surety company, satisfactory to the

Commissioner, on the form furnished by the Department, in an amount equal to at least 30% of the amount of

the bid; or (b) the bidder has on file in the Contract Section a current annual bid bond, satisfactory to the

Commissioner, on the form provided by the Department for an amount equal to at least 30% of the aggregate

amount of all current bids by the bidder for the Department's construction contracts.

When submitting the bid electronically through Bid Express (Bidx.com), bidders must scan and submit the bid

bond in PDF format, properly completed and signed, prior to the date and time of the bid opening, via a single

email to [email protected]. In the subject matter of the email please enter “Bid Bond – Project Number(s) xxxx-

xxxx”. The original signed bid bond will be required of the low bidder within 7 days after the bid opening.

DOT encourages bidders to file an “Annual” Bid Bond with the Department so that the bidder does not have to

submit a bid bond each time they bid on a specific project/proposal.

At the time of the bid opening, the surety must be a corporate surety licensed by the Insurance Commissioner of

the State of Connecticut and must hold a Certificate of Authority as an acceptable Surety and/or Reinsuring

Company acceptable to the Federal Department of Treasury. The surety's underwriting limitation must not be

less than the full amount required by the bond itself.

Pre-Bid Questions and Answers: Questions pertaining to DOT advertised construction projects must be

presented through the CTDOT Pre-Bid Q and A Website. The Department cannot guarantee that all questions

will be answered prior to the bid date. PLEASE NOTE - at 9:00 am Monday (i.e. typical Wednesday Bid

Opening) the project(s) being bid will be closed for questions, at which time questions can no longer be

submitted through the Q and A Website.

Answers may be provided by the Department up to 12:00 noon, the day before the bid. At this time, the Q

and A for those projects will be considered final, unless otherwise stated and/or the bid is postponed to a

future date and time to allow for further questions and answers to be posted.

If a question needs to be asked the day before the bid date, please contact the Contracts Unit staff and email your

question to [email protected] immediately.

Contractors must identify their company name, contact person, contact email address and phone number when

asking a question. The email address and phone number will not be made public.

The questions and answers (if any) located on the Q and A Website are hereby made part of the bid/contract

solicitation documents (located on the State Contracting Portal), and resulting contract for the subject project(s).

It is the bidder’s responsibility to monitor, review, and become familiar with the questions and answers, as with

all bid requirements and contract documents, prior to bidding. By signing the bid proposal and resulting

contract, the bidder acknowledges receipt of, and agrees to the incorporation of the final list of Q and A, into the

contract document.

Contractors will not be permitted to file a future claim based on lack of receipt, or knowledge of the questions

and answers associated with a project. All bidding requirements and project information, including but not

limited to contract plans, specifications, addenda, Q and A, Notice to Contractors, etc., are made public on the

State Contracting Portal and/or the CTDOT website.

Any bidder that discovers an error in the bid proposal or contract documents, including but not limited to the

plans, must report that error in a letter to the Manager within two (2) business days of discovering the error. A

failure to do so may result in the Commissioner’s finding the contractor to be nonresponsible as the low bidder

for one or more Department contracts, and may be subject to other adverse action by the Department

Affidavits / Certifications / Affirmations (OPM Forms): As a result of Public Act 11-229, the process in

which the Department will receive Affidavits/Certifications/Ethics Affirmation Forms (OPM Forms), for the

purpose of contract bidding and contract award, has been revised. The new law greatly simplifies the

requirements and allows for the use of electronic Forms (PDFs). The following link will guide you to the

revised OPM Forms:

http://www.ct.gov/opm/cwp/view.asp?a=3006&Q=386312&opmNav_GID=1386



http://www.ct.gov/opm/cwp/view.asp?a=3006&Q=386312&opmNav_GID=1386

Under the new law, the Affirmation of Receipt of State Ethics Laws Summary (OPM Form 6) and the

Consulting Agreement Affidavit (OPM Form 5) will only have to be filed once and will be updated only if any

information on the form changes. The Gift and Campaign Contribution Certification (OPM Form 1) and

Nondiscrimination Certifications will be filed once per year, with any updates required upon changes to

information. Updates are required within 30 days of any change. The Forms are no longer contract specific, but

are required to be filed (uploaded) with the Department of Administrative Services (DAS) online system

(Biznet), prior to award and/or execution of any contract.

All bidders must upload the applicable/required “Forms” to the DAS online system (Biznet). Please access the

LINK to subscribe to Biznet and download the “Vendor Guide to Uploading Affidavits and Nondiscrimination

Forms Online (PDF)”. http://das.ct.gov/cr1.aspx?page=371

Once the “Forms” are on file with the DAS online system (Biznet), the contractor’s obligation is complete, until

the need for revisions/updates and/or new annual submission as required by the specific Form.

Prevailing Wage Rates: The minimum rates to be paid labor of the various classifications shall be in

accordance with current schedule of wages established by the State Labor Commissioner as provided in the

Connecticut General Statutes, as revised. The Contract Wage Certification Form is to be submitted to the Labor

Commissioner before the award of the contract.

Other Information: All bidders are required to inform themselves fully of the conditions relating to the

construction and labor under which the work will be or is now being performed and the contractor shall employ,

as far as possible, such methods and means in the carrying out of this work as will not cause interruption or

interference with any other contractor.

The Department, prior to the awarding of any contract, may require further financial and other information from

any applicant who becomes the low bidder for that contract. The Commissioner of Transportation reserves the

right to reject any and all bids.

Form Revised April 2019

STATE OF CONNECTICUT

DEPARTMENT OF TRANSPORTATION

PROJECT SCOPE CODE

CODE FROM TO

"A" LESS THAN $ 100,000

"B" $ 100,000 $ 199,999

"C" $ 200,000 $ 499,999

"D" $ 500,000 $ 999,999

"E" $ 1,000,000 $ 2,499,999

"F" $ 2,500,000 $ 4,999,999

"G" $ 5,000,000 $ 7,499,999

"H" $ 7,500,000 $ 9,999,999

"I" $ 10,000,000 $ 14,999,999

"J" $ 15,000,000 $ 19,999,999

"K" $ 20,000,000 $ 29,999,999

"L" $ 30,000,000 $ 39,999,999

"M" $ 40,000,000 $ 59,999,999

"N" $ 60,000,000 $ 89,999,999

"O" $ 90,000,000 $ 119,999,999

"P" $ 120,000,000 $ 159,999,999

"Q" $ 160,000,000 $ 199,999,999

"R" $ 200,000,000 $ 249,999,999

"S" $ 250,000,000 $ 299,999,999

"T" $ 300,000,000 $ 399,999,999

"U" $ 400,000,000 $ 499,999,999

"V" $ 500,000,000 $ 599,999,999

"W" $ 600,000,000 AND OVER

For any questions regarding this project scope code, please contact the Transportation Manager of Contracts at (860) 594-

3390. Rev. 1/13/09

Proposal ID :

Projects :

0138-0248

Districts :

Towns :

Connecticut Department Of Transportation

Proposal

New Haven

STRATFORD

0138-0248

Date Of Opening : June 26, 2019

Proposal ID : 0138-0248

2Page:

Connecticut Department Of Transportation 5/16/2019

Reconstruction of Interchange 33 on I-95 Stratford, CT

Bidders must enter all unit prices, make all extensions, and total the bid.

Time IDCompletion Date or

Number of UnitsUnit Type Time Type

ContractTime Flag

Liquidated Damages Rate

00 627 Days CD 6,000.00 Days √


Proposal ID: 0138-0248 Project(s): 0138-0248

1 .SECTION:

Cat Alt Mbr ID:Cat Alt Set ID:

Bid AmountUnit PriceApproximateQuantity and

UnitsDescription

Item IDProposal

LineNumber Dollars Cents Dollars Cents

_______________.____

0010 0020805

HANDLING ASBESTOSCONTAMINATED SOIL ** SeeSpecial Provisions **

c.y.

4,200.000

_______________.____

_______________.____

0020 0020806

DISPOSAL OF ASBESTOSCONTAMINATED SOIL ** SeeSpecial Provisions **

ton

6,300.000

_______________.____

_______________.____

0030 0020808

DUST AND ASBESTOS FIBERCONTROL ** See SpecialProvisions **

_______________.____LUMP SUM

1.000

1.00

0040 0097773

SPARE PARTS ** See SpecialProvisions **

est.

60,000.000

60,000.00

_______________.____

0050 0101021

ENVIRONMENTAL HEALTH ANDSAFETY - ASBESTOSCONTAMINATED SOIL ** SeeSpecial Provisions **

_______________.____LUMP SUM

1.000

_______________.____

0060 0101124

DECONTAMINATION ** SeeSpecial Provisions **

_______________.____LUMP SUM

1.000

_______________.____

0070 0101128

SECURING, CONSTRUCTIONAND DISMANTLING OF AWASTE STOCKPILE ANDTREATMENT AREA ** SeeSpecial Provisions **

_______________.____LUMP SUM

1.000

_______________.____

0080 0201001

CLEARING AND GRUBBING **See Special Provisions **

_______________.____LUMP SUM

1.000

_______________.____

0090 0201226

RELOCATE WOOD FENCE **See Special Provisions **

l.f.

25.000

_______________.____

Proposal Schedule of Items Page 1 of 34



1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

0100 0202000

EARTH EXCAVATION c.y.

38,500.000

_______________.____

_______________.____

0110 0202100

ROCK EXCAVATION c.y.

320.000

_______________.____

_______________.____

0120 0202304

HAZARDOUS WASTEMATERIALS EXCAVATION,HANDLING, AND DISPOSAL **See Special Provisions **

c.y.

300.000

_______________.____

_______________.____

0130 0202351

UNSUITABLE MATERIALEXCAVATION

c.y.

1,000.000

_______________.____

_______________.____

0140 0202452

TEST PIT ** See SpecialProvisions **

ea.

3.000

_______________.____

_______________.____

0150 0202529

CUT BITUMINOUS CONCRETEPAVEMENT

l.f.

3,720.000

_______________.____

_______________.____

0160 0203000

STRUCTURE EXCAVATION -EARTH (COMPLETE)

c.y.

4,500.000

_______________.____

_______________.____

0170 0204213

HANDLING CONTAMINATEDGROUNDWATER ** See SpecialProvisions **

_______________.____LUMP SUM

1.000

_______________.____

0180 0209001

FORMATION OF SUBGRADE s.y.

27,000.000

_______________.____

1.00

0190 0210820

WATER POLLUTION CONTROL(ESTIMATED COST-PLUS)

est.

10,000.000

10,000.00

_______________.____

0200 0211000

ANTI-TRACKING PAD s.y.

425.000

_______________.____




1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

0210 0212000

SUBBASE c.y.

11,300.000

_______________.____

_______________.____

0220 0213100

GRANULAR FILL c.y.

300.000

_______________.____

_______________.____

0230 0214100

COMPACTED GRANULAR FILL c.y.

925.000

_______________.____

_______________.____

0240 0216000

PERVIOUS STRUCTUREBACKFILL

c.y.

305.000

_______________.____

_______________.____

0250 0216020

LOW DENSITY CELLULARCONCRETE FILL (CATEGORY I)** See Special Provisions **

c.y.

1,300.000

_______________.____

_______________.____

0260 0219001

SEDIMENTATION CONTROLSYSTEM

l.f.

4,500.000

_______________.____

_______________.____

0270 0286001.10

ROCK IN DRAINAGE TRENCHEXCAVATION 0'-10' DEEP

c.y.

65.000

_______________.____

_______________.____

0280 0286001.20

ROCK IN DRAINAGE TRENCHEXCAVATION 0'-20' DEEP

c.y.

30.000

_______________.____

_______________.____

0290 0302905

WASHED STONE ** See SpecialProvisions **

s.y.

1,130.000

_______________.____

_______________.____

0300 0304002

PROCESSED AGGREGATEBASE

c.y.

250.000

_______________.____

_______________.____

0310 0406002

TEMPORARY PAVEMENT ** SeeSpecial Provisions **

s.y.

2,195.000

_______________.____

_______________.____

0320 0406158

PMA S0.375 ton

45.000

_______________.____




1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

0330 0406159

PMA S0.5 ton

6,315.000

_______________.____

_______________.____

0340 0406160

PMA S1 ton

8,700.000

_______________.____

_______________.____

0350 0406173

HMA S0.25 ton

40.000

_______________.____

_______________.____

0360 0406236

MATERIAL FOR TACK COAT gal

2,800.000

_______________.____

_______________.____

0370 0406275

FINE MILLING OF BITUMINOUSCONCRETE (0" TO 4") ** SeeSpecial Provisions **

s.y.

4,800.000

_______________.____

_______________.____

0380 0406289

REMOVAL OF RUMBLE STRIPS** See Special Provisions **

l.f.

350.000

_______________.____

_______________.____

0390 0406314

80 MIL PAVEMENT MARKINGGROOVE 5" WIDE ** See SpecialProvisions **

l.f.

17,000.000

_______________.____

_______________.____

0400 0406315


l.f.

290.000

_______________.____

_______________.____

0410 0406316


l.f.

3,050.000

_______________.____

_______________.____

0420 0406600

MATERIAL TRANSFER VEHICLE ton

15,600.000

_______________.____

1.00

0430 0406999

ASPHALT ADJUSTMENT COST(ESTIMATED COST) ** SeeSpecial Provisions **

est.

20,000.000

20,000.00




1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

0440 0503030

REMOVAL OF BRIDGE DECKCONCRETE ** See SpecialProvisions **

c.y.

45.000

_______________.____

_______________.____

0450 0506061

ANCHORED SOLDIER PILE ANDLAGGING WALL - TYPE A ** SeeSpecial Provisions **

s.f.

8,000.000

_______________.____

_______________.____

0460 0506062

ANCHORED SOLDIER PILE ANDLAGGING WALL - TYPE B ** SeeSpecial Provisions **

s.f.

5,400.000

_______________.____

_______________.____

0470 0506070

GROUND ANCHOR ** SeeSpecial Provisions **

ea.

94.000

_______________.____

_______________.____

0480 0506071

PERFORMANCE TEST FORGROUND ANCHOR ** SeeSpecial Provisions **

ea.

6.000

_______________.____

_______________.____

0490 0506072

EXTENDED CREEP TEST FORGROUND ANCHOR ** SeeSpecial Provisions **

ea.

4.000

_______________.____

_______________.____

0500 0506073

PROOF TEST FOR GROUNDANCHOR ** See SpecialProvisions **

ea.

90.000

_______________.____

_______________.____

0510 0507799

CONVERT CB TO TYPE "C" CBDOUBLE GRATE TYPE II

ea.

1.000

_______________.____

_______________.____

0520 0508051

SHEAR CONNECTORS (SITENO. 1)

ea.

2,500.000

_______________.____

_______________.____

0530 0508052

SHEAR CONNECTORS (SITENO. 2)

ea.

800.000

_______________.____




1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

0540 0511201

1 1/2'' POLYVINYL CHLORIDEPLASTIC PIPE (BRIDGE)

l.f.

15.000

_______________.____

_______________.____

0550 0513003

1-1/2'' POLYVINYL CHLORIDEPLASTIC PIPE

l.f.

10.000

_______________.____

_______________.____

0560 0520036

ASPHALTIC PLUG EXPANSIONJOINT SYSTEM ** See SpecialProvisions **

c.f.

135.000

_______________.____

_______________.____

0570 0521021

STEEL-LAMINATEDELASTOMERIC BEARINGS **See Special Provisions **

c.i.

3,640.000

_______________.____

_______________.____

0580 0586001.10

TYPE 'C' CATCH BASIN - 0' - 10'DEEP

ea.

18.000

_______________.____

_______________.____

0590 0586001.20

TYPE 'C' CATCH BASIN - 0' - 20'DEEP

ea.

3.000

_______________.____

_______________.____

0600 0586002.10

TYPE 'C' CATCH BASIN(4'SUMP) - 0' - 10' DEEP

ea.

3.000

_______________.____

_______________.____

0610 0586005.10

TYPE 'C' CATCH BASINDOUBLE GRATE TYPE 2 - 0' -10' DEEP

ea.

4.000

_______________.____

_______________.____

0620 0586040.10

TYPE 'C-L' CATCH BASIN - 0' -10' DEEP

ea.

18.000

_______________.____

_______________.____

0630 0586040.20

TYPE 'C-L' CATCH BASIN - 0' -20' DEEP

ea.

1.000

_______________.____




1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

0640 0586041.10

TYPE 'C-L' CATCH BASIN (4'SUMP) - 0' - 10' DEEP

ea.

5.000

_______________.____

_______________.____

0650 0586041.20

TYPE 'C-L' CATCH BASIN (4'SUMP) - 0' - 20' DEEP

ea.

1.000

_______________.____

_______________.____

0660 0586500.20

MANHOLE - 0' - 20' DEEP ea.

1.000

_______________.____

_______________.____

0670 0586501.08

MANHOLE (8' DIAMETER) - 0' -10' DEEP

ea.

1.000

_______________.____

_______________.____

0680 0586502.05

MANHOLE (5' DIAMETER) - 0' -20' DEEP

ea.

1.000

_______________.____

_______________.____

0690 0586600

RESET CATCH BASIN ea.

17.000

_______________.____

_______________.____

0700 0586650

RESET MANHOLE ea.

9.000

_______________.____

_______________.____

0710 0586701

CONVERT CATCH BASIN TOTYPE 'C-L' CATCH BASIN

ea.

3.000

_______________.____

_______________.____

0720 0586750

TYPE 'C' CATCH BASIN TOP ea.

8.000

_______________.____

_______________.____

0730 0586760

TYPE 'C-L' CATCH BASIN TOP ea.

3.000

_______________.____

_______________.____

0740 0586761

TYPE 'C-L' CATCH BASIN TOPDOUBLE GRATE TYPE 1

ea.

2.000

_______________.____

_______________.____

0750 0586762

TYPE 'C-L' CATCH BASIN TOPDOUBLE GRATE TYPE 2

ea.

1.000

_______________.____




1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

0760 0586780

MANHOLE FRAME AND COVER ea.

6.000

_______________.____

_______________.____

0770 0586790.10

REMOVE DRAINAGESTRUCTURE - 0' - 10' DEEP

ea.

25.000

_______________.____

_______________.____

0780 0586790.20

REMOVE DRAINAGESTRUCTURE - 0' - 20' DEEP

ea.

4.000

_______________.____

_______________.____

0790 0601000

CLASS ''A'' CONCRETE c.y.

2,230.000

_______________.____

_______________.____

0800 0601088

CONCRETE FORM LINERS **See Special Provisions **

s.f.

15,500.000

_______________.____

_______________.____

0810 0601192

SURFACE PATCH ** See SpecialProvisions **

s.f.

5,800.000

_______________.____

_______________.____

0820 0601201

CLASS ''F'' CONCRETE c.y.

370.000

_______________.____

_______________.____

0830 0602000

DEFORMED STEEL BARS lb.

255,000.000

_______________.____

_______________.____

0840 0602006

DEFORMED STEEL BARS -EPOXY COATED

lb.

51,000.000

_______________.____

_______________.____

0850 0602887

DOWEL SPLICER SYSTEM(DOWEL-IN ONLY) EPOXYCOATED

ea.

548.000

_______________.____

_______________.____

0860 0602890

DOWEL BAR SPLICER SYSTEM ea.

40.000

_______________.____

_______________.____

0870 0603061

STRUCTURAL STEEL (SITE NO.1) ** See Special Provisions **

_______________.____LUMP SUM

1.000




1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

0880 0603062

STRUCTURAL STEEL (SITE NO.2) ** See Special Provisions **

_______________.____LUMP SUM

1.000

_______________.____

0890 0603729

LOCALIZED PAINT REMOVALAND FIELD PAINTING OFEXISTING STEEL ** See SpecialProvisions **

s.f.

330.000

_______________.____

_______________.____

0900 0603801

STRUCTURAL STEEL ** SeeSpecial Provisions **

cwt.

105.000

_______________.____

_______________.____

0910 0653001

CLEAN EXISTING CATCH BASIN ea.

33.000

_______________.____

_______________.____

0920 0653010

CLEAN EXISTING MANHOLE ea.

11.000

_______________.____

_______________.____

0930 0653100

CLEAN EXISTING CULVERT -12'' TO 42'' DIAMETER

l.f.

3,220.000

_______________.____

_______________.____

0940 0653101

CLEAN EXISTING CULVERT -GREATER THAN 42'' DIAMETER

l.f.

1,250.000

_______________.____

_______________.____

0950 0686000.12

12'' R.C. PIPE - 0' - 10' DEEP l.f.

2,100.000

_______________.____

_______________.____

0960 0686000.15

15'' R.C. PIPE - 0' - 10' DEEP l.f.

1,150.000

_______________.____

_______________.____

0970 0686000.18

18'' R.C. PIPE - 0' - 10' DEEP l.f.

365.000

_______________.____

_______________.____

0980 0686000.24

24'' R.C. PIPE - 0' - 10' DEEP l.f.

275.000

_______________.____

_______________.____

0990 0686000.30

30'' R.C. PIPE - 0' - 10' DEEP l.f.

260.000

_______________.____




1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

1000 0686001.15

15'' R.C. PIPE - 0' - 20' DEEP l.f.

5.000

_______________.____

_______________.____

1010 0686001.18

18'' R.C. PIPE - 0' - 20' DEEP l.f.

45.000

_______________.____

_______________.____

1020 0686001.24

24'' R.C. PIPE - 0' - 20' DEEP l.f.

600.000

_______________.____

_______________.____

1030 0686002.12

12'' R.C. PIPE (CLASS V) - 0' - 10'DEEP

l.f.

65.000

_______________.____

_______________.____

1040 0686950.10

REMOVE EXISTING PIPE - 0' -10' DEEP

l.f.

2,450.000

_______________.____

_______________.____

1050 0686950.20

REMOVE EXISTING PIPE - 0' -20' DEEP

l.f.

675.000

_______________.____

_______________.____

1060 0702795

PERMANENT SOLDIER PILEWALL WITH LAGGING ** SeeSpecial Provisions **

_______________.____LUMP SUM

1.000

_______________.____

1070 0703013

SPECIAL RIPRAP c.y.

590.000

_______________.____

_______________.____

1080 0703029

ROUNDED STONE RIPRAP **See Special Provisions **

c.y.

95.000

_______________.____

_______________.____

1090 0707009

MEMBRANE WATERPROOFING(COLD LIQUID ELASTOMERIC)** See Special Provisions **

s.y.

650.000

_______________.____

_______________.____

1100 0708001

DAMPPROOFING s.y.

190.000

_______________.____




1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

1110 0712021

GRS ABUTMENT ANDWINGWALL ** See SpecialProvisions **

c.y.

1,900.000

_______________.____

_______________.____

1120 0712022

ABUTMENT AND WINGWALLCMU WALL FACE ** See SpecialProvisions **

s.f.

3,450.000

_______________.____

_______________.____

1130 0712023

REINFORCED SOILFOUNDATION (RSF) ** SeeSpecial Provisions **

c.y.

260.000

_______________.____

_______________.____

1140 0712024

REINFORCED INTEGRATEDAPPROACH ** See SpecialProvisions **

c.y.

440.000

_______________.____

_______________.____

1150 0715020

SHEET PILING MATERIAL LEFTIN PLACE

s.f.

13,500.000

_______________.____

_______________.____

1160 0716000

TEMPORARY EARTHRETAINING SYSTEM

s.f.

4,500.000

_______________.____

_______________.____

1170 0732001

CONCRETE BLOCK SLOPEPROTECTION

s.y.

150.000

_______________.____

_______________.____

1180 0751821

6'' STRUCTURE UNDERDRAIN l.f.

1,700.000

_______________.____

_______________.____

1190 0751900

4'' EDGEDRAIN l.f.

625.000

_______________.____

_______________.____

1200 0751901

4'' OUTLET FOR EDGEDRAIN l.f.

25.000

_______________.____

_______________.____

1210 0751996

GEOCOMPOSITE SHEET DRAIN** See Special Provisions **

s.f.

3,570.000

_______________.____




1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

1220 0755009

GEOTEXTILE ** See SpecialProvisions **

s.y.

1,300.000

_______________.____

_______________.____

1230 0755017

GEOTEXTILE - HAZARDOUSWASTE ** See Special Provisions**

s.y.

17,500.000

_______________.____

_______________.____

1240 0803010

PAVED APRON s.y.

250.000

_______________.____

_______________.____

1250 0811001

CONCRETE CURBING l.f.

6,750.000

_______________.____

_______________.____

1260 0813012

5'' X 18'' GRANITE STONECURBING

l.f.

330.000

_______________.____

_______________.____

1270 0813013

5'' X 18'' GRANITE CURVEDSTONE CURBING

l.f.

15.000

_______________.____

_______________.____

1280 0815093

BITUMINOUS CONCRETE PARKCURB

l.f.

2,000.000

_______________.____

_______________.____

1290 0819002

PENETRATING SEALERPROTECTIVE COMPOUND **See Special Provisions **

s.y.

1,650.000

_______________.____

_______________.____

1300 0821501

F - SHAPE PRECASTCONCRETE BARRIER CURB(30" X 45")

l.f.

650.000

_______________.____

_______________.____

1310 0822001

TEMPORARY PRECASTCONCRETE BARRIER CURB

l.f.

5,560.000

_______________.____




1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

1320 0822002

RELOCATED TEMPORARYPRECAST CONCRETE BARRIERCURB

l.f.

5,880.000

_______________.____

_______________.____

1330 0822058

TEMPORARY PRECASTCONCRETE BARRIER CURB(SPECIAL)(STRUCTURE) ** SeeSpecial Provisions **

l.f.

190.000

_______________.____

_______________.____

1340 0910174

R-B 350 BRIDGE ATTACHMENT- JERSEY SHAPED PARAPET

ea.

2.000

_______________.____

_______________.____

1350 0910186

R-B 350 BRIDGE ATTACHMENT- TRAILING END

ea.

1.000

_______________.____

_______________.____

1360 0910300

METAL BEAM RAIL (R-B MASH) l.f.

2,900.000

_______________.____

_______________.____

1370 0910310

METAL BEAM RAIL (MD-BMASH)

l.f.

315.000

_______________.____

_______________.____

1380 0910351

CONVERT METAL BEAM RAIL(R-B 350) TO (R-B MASH)

l.f.

800.000

_______________.____

_______________.____

1390 0910890

R-B 350 BRIDGE ATTACHMENTSAFETY SHAPE PARAPET

ea.

3.000

_______________.____

_______________.____

1400 0911142

MD-B END ANCHORAGE TYPE I ea.

1.000

_______________.____

_______________.____

1410 0911924

R-B END ANCHORAGE-TYPE II ea.

1.000

_______________.____

_______________.____

1420 0912503

REMOVE METAL BEAM RAIL l.f.

1,300.000

_______________.____




1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

1430 0916111

NOISE BARRIER WALL(STRUCTURE) ** See SpecialProvisions **

s.f.

17,000.000

_______________.____

_______________.____

1440 0916126

NOISE BARRIER WALL ** SeeSpecial Provisions **

s.f.

52,000.000

_______________.____

_______________.____

1450 0916219

ROCK IN POLE EXCAVATION **See Special Provisions **

v.f.

11.000

_______________.____

1.00

1460 0917010

REPAIR GUIDERAIL(ESTIMATED COST) ** SeeSpecial Provisions **

est.

800.000

800.00

_______________.____

1470 0921001

CONCRETE SIDEWALK s.f.

17,000.000

_______________.____

_______________.____

1480 0921005

CONCRETE SIDEWALK RAMP s.f.

510.000

_______________.____

_______________.____

1490 0921011

CONCRETE DRIVEWAY s.f.

700.000

_______________.____

_______________.____

1500 0921018

BRICK PAVING ** See SpecialProvisions **

s.f.

675.000

_______________.____

_______________.____

1510 0921039

DETECTABLE WARNING STRIP ea.

12.000

_______________.____

_______________.____

1520 0922001

BITUMINOUS CONCRETESIDEWALK ** See SpecialProvisions **

s.y.

30.000

_______________.____

_______________.____

1530 0922500

BITUMINOUS CONCRETEDRIVEWAY (COMMERCIAL)

s.y.

700.000

_______________.____




1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

1540 0922501

BITUMINOUS CONCRETEDRIVEWAY

s.y.

550.000

_______________.____

_______________.____

1550 0942001

CALCIUM CHLORIDE FOR DUSTCONTROL

ton

15.000

_______________.____

_______________.____

1560 0943001

WATER FOR DUST CONTROL m.ga

2,000.000

_______________.____

_______________.____

1570 0944000

FURNISHING AND PLACINGTOPSOIL

s.y.

31,000.000

_______________.____

_______________.____

1580 0944105

STRUCTURAL SOIL ** SeeSpecial Provisions **

c.y.

200.000

_______________.____

_______________.____

1590 0949000

WOOD CHIP MULCH s.y.

2,000.000

_______________.____

_______________.____

1600 0949052

TRANSPLANT TREE ** SeeSpecial Provisions **

ea.

1.000

_______________.____

_______________.____

1610 0949053

CRATAEGUS CRUSGALLI"INERMIS", THORNLESSCOCKSPUR HAWTHORN 2" -2.5" CAL. B.B.

ea.

12.000

_______________.____

_______________.____

1620 0949111

PROTECTIVE FENCING ** SeeSpecial Provisions **

l.f.

930.000

_______________.____

_______________.____

1630 0949113

CORNUS RACEMOSA GRAYDOGWOOD 2'-3' HT. B.B.

ea.

70.000

_______________.____

_______________.____

1640 0949149

QUERCUS RUBRA, NORTHERNRED OAK, 24" - 36" HT. NO. 3CONTAIN ER

ea.

40.000

_______________.____




1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

1650 0949152

JUNIPERUS CHINENSIS SPP.,CHINESE JUNIPER SPECIES,5'-6' HT. B.B.

ea.

7.000

_______________.____

_______________.____

1660 0949158

MYRICA PENNSYLVANICA,NORTHERN BAYBERRY 36" -48" HT. B.B.

ea.

110.000

_______________.____

_______________.____

1670 0949172

RUDBECKIA HIRTA,BLACK-EYED SUSAN 1 GAL.CONTAINER

ea.

35.000

_______________.____

_______________.____

1680 0949195

FORSYTHIA INTERMEDIABORDER FORSYTHIA 2'-3' HT.B.R.

ea.

60.000

_______________.____

_______________.____

1690 0949242

JUNIPERUS CHINENSISPFITZERIANA PFITZERJUNIPER 2'-3' SPREAD B.B.

ea.

70.000

_______________.____

_______________.____

1700 0949253

BOUTELOUA CURTIPENDULA(SIDE OATS) 1 GAL.

ea.

70.000

_______________.____

_______________.____

1710 0949257

JUNIPERUS HORIZONTALISPLUMOSA, ANDORRACREEPING JUNIPER 18''- 24''HT. B.B.

ea.

100.000

_______________.____

_______________.____

1720 0949264

JUNIPER CHINENSIS"SEAGREEN" SEAGREENJUNIPER 18"-24" SPREAD B.B.

ea.

40.000

_______________.____

_______________.____

1730 0949303

ANDROPOGON SCOPARIUMLITTLE BLUESTEM 1 GALLONCONTAINER

ea.

105.000

_______________.____




1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

1740 0949357

PRUNUS MARITIMA BEACHPLUM 18''- 24'' HT. B.B.

ea.

65.000

_______________.____

_______________.____

1750 0949452

TILIA AMERICANA, AMERICANLINDEN 21/2" - 3.0" CAL. B.B.

ea.

9.000

_______________.____

_______________.____

1760 0949475

PRUNUS SPECIES 2-1/2" CAL.B.B.

ea.

11.000

_______________.____

_______________.____

1770 0949493

ULMUS AMERICANA"PRINCETON", PRINCETONAMERICAN ELM 2.5" - 3" CAL.B.B.

ea.

7.000

_______________.____

_______________.____

1780 0949495

LIQUIDAMBAR STYRACIFLUA,AMERICAN SWEET GUM, 24" -36" HT. NO. 3 CONTAINER

ea.

30.000

_______________.____

_______________.____

1790 0949565

CALAMAGROSTIS ACUTIFLORA"STRICTA",STRICTA REEDGRASS, 1 GALLON CONTAINER

ea.

95.000

_______________.____

_______________.____

1800 0949569

PERCOVSKIA ATRIPLICIFOLIA,RUSSIAN SAGE, 1 GALLONCONTAINER

ea.

75.000

_______________.____

_______________.____

1810 0949630

PINUS STROBUS EASTERNWHITE PINE 6'-8' HT. B.B.

ea.

15.000

_______________.____

_______________.____

1820 0949650

PICEA PUNGENS COLORODOSPRUCE 6'-8' HT. B.B.

ea.

6.000

_______________.____

_______________.____

1830 0949828

ACER RUBRUM RED MAPLE 3'-4' HT. WHIPS B.R.

ea.

30.000

_______________.____




1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

1840 0949923

PINUS RIGIDA, PITCH PINE, 4' -5' HT. B.B.

ea.

32.000

_______________.____

_______________.____

1850 0949929

VIBURNUM CASSINOIDES,WITHEROD VIBURNUM, 24" -36" HT. B.B.

ea.

30.000

_______________.____

_______________.____

1860 0949946

GLEDITSIA TRIACANTHOSINERMIS THORNLESSHONEYLOCUST SHADE-MASTER 2" - 2 1/2" CAL. B.B.(PLANT PATENT NO. 1515)

ea.

4.000

_______________.____

_______________.____

1870 0949977

QUERCUS PALUSTRIS PIN OAK1 3/4''- 2'' CAL. B.B.

ea.

7.000

_______________.____

_______________.____

1880 0950013

EROSION CONTROL MATTING s.y.

12,800.000

_______________.____

_______________.____

1890 0950019

TURF ESTABLISHMENT - LAWN s.y.

25,000.000

_______________.____

_______________.____

1900 0950202

SHORELINE GRASSESTABLISHMENT ** See SpecialProvisions **

s.y.

7,800.000

_______________.____

_______________.____

1910 0952049

SELECTIVE CLEARING ANDTHINNING ** See SpecialProvisions **

s.y.

400.000

_______________.____

_______________.____

1920 0952051

CONTROL AND REMOVAL OFINVASIVE VEGETATION ** SeeSpecial Provisions **

s.y.

550.000

_______________.____

_______________.____

1930 0953001

SODDING s.y.

215.000

_______________.____




1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

1940 0969030

PROJECT COORDINATOR(MINIMUM BID) ** See SpecialProvisions **

_______________.____LUMP SUM

1.000

_______________.____

1950 0969053

CONTRACTOR QUALITYCONTROL PROGRAM LEVEL 2** See Special Provisions **

_______________.____LUMP SUM

1.000

_______________.____

1960 0969066

CONSTRUCTION FIELDOFFICE, EXTRA LARGE ** SeeSpecial Provisions **

mo.

40.000

_______________.____

1.00

1970 0970006

TRAFFICPERSON (MUNICIPALPOLICE OFFICER) (ESTIMATEDCOST)

est.

700,000.000

700,000.00

_______________.____

1980 0970007

TRAFFICPERSON (UNIFORMEDFLAGGER)

hr

4,000.000

_______________.____

_______________.____

1990 0971001

MAINTENANCE ANDPROTECTION OF TRAFFIC **See Special Provisions **

_______________.____LUMP SUM

1.000

_______________.____

2000 0974001

REMOVAL OF EXISTINGMASONRY

c.y.

220.000

_______________.____

_______________.____

2010 0975004

MOBILIZATION AND PROJECTCLOSEOUT

_______________.____LUMP SUM

1.000

_______________.____

2020 0976002

BARRICADE WARNING LIGHTS- HIGH INTENSITY

day

57,700.000

_______________.____

_______________.____

2030 0978002

TRAFFIC DRUM ea.

420.000

_______________.____




1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

2040 0979003

CONSTRUCTION BARRICADETYPE III

ea.

60.000

_______________.____

_______________.____

2050 0980001

CONSTRUCTION STAKING _______________.____LUMP SUM

1.000

_______________.____

2060 0981100

42'' TRAFFIC CONE ea.

20.000

_______________.____

_______________.____

2070 0981101

OPPOSING TRAFFIC LANEDIVIDER ** See SpecialProvisions **

ea.

25.000

_______________.____

_______________.____

2080 1001001

TRENCHING AND BACKFILLING** See Special Provisions **

l.f.

5,275.000

_______________.____

_______________.____

2090 1001004

ROCK IN TRENCHEXCAVATION(0' - 4' DEEP)

c.y.

9.000

_______________.____

_______________.____

2100 1002015

ROCK IN FOUNDATIONEXCAVATION

v.f.

9.000

_______________.____

_______________.____

2110 1002101

LIGHT STANDARDFOUNDATION - TYPE I

ea.

13.000

_______________.____

_______________.____

2120 1002201

TRAFFIC CONTROLFOUNDATION- SPAN POLE **See Special Provisions **

ea.

7.000

_______________.____

_______________.____

2130 1002203

TRAFFIC CONTROLFOUNDATION-PEDESTAL-TYPE I

ea.

10.000

_______________.____




1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

2140 1002208

TRAFFIC CONTROLFOUNDATION - CONTROLLER -TYPE IV

ea.

3.000

_______________.____

_______________.____

2150 1003052

LIGHT STANDARD (ANCHORBASE) (6' BRACKETS, 35'MOUNTING HEIGHT)ALUMINUM

ea.

4.000

_______________.____

_______________.____

2160 1003206

LIGHT STANDARD (15'BRACKET, 30' MOUNTINGHEIGHT) ALUMINUM

ea.

1.000

_______________.____

_______________.____

2170 1003252

LIGHT STANDARD (6' BRACKET35' MOUNTING HEIGHT)ALUMINUM

ea.

12.000

_______________.____

_______________.____

2180 1003906

REMOVE LIGHT STANDARD **See Special Provisions **

ea.

3.000

_______________.____

_______________.____

2190 1003912

REMOVE CONCRETE LIGHTSTANDARD BASE ** See SpecialProvisions **

ea.

3.000

_______________.____

_______________.____

2200 1003922

REMOVE HIGHMASTLUMINAIRE ** See SpecialProvisions **

ea.

10.000

_______________.____

_______________.____

2210 1005423

HIGHMAST LUMINAIRE - LED **See Special Provisions **

ea.

10.000

_______________.____

_______________.____

2220 1005600

LED LUMINAIRE ** See SpecialProvisions **

ea.

2.000

_______________.____




1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

2230 1005601

LED LUMINAIRE - TYPE 1 ** SeeSpecial Provisions **

ea.

16.000

_______________.____

_______________.____

2240 1005604

LED LUMINAIRE - TYPE 4 ** SeeSpecial Provisions **

ea.

7.000

_______________.____

_______________.____

2250 1008015

2'' RIGID METAL CONDUIT -SURFACE ** See SpecialProvisions **

l.f.

232.000

_______________.____

_______________.____

2260 1008115

2'' RIGID METAL CONDUIT INTRENCH ** See SpecialProvisions **

l.f.

2,432.000

_______________.____

_______________.____

2270 1008117

3'' RIGID METAL CONDUIT INTRENCH ** See SpecialProvisions **

l.f.

10.000

_______________.____

_______________.____

2280 1008140

2 1/2'' POLYVINYL CHLORIDECONDUIT UNDER ROADWAY

l.f.

120.000

_______________.____

_______________.____

2290 1008215

2'' RIGID METAL CONDUITUNDER ROADWAY ** SeeSpecial Provisions **

l.f.

1,656.000

_______________.____

_______________.____

2300 1008309

2 1/2" FIBERGLASS CONDUIT INSTRUCTURE ** See SpecialProvisions **

l.f.

45.000

_______________.____

_______________.____

2310 1008315

2'' RIGID METAL CONDUIT INSTRUCTURE

l.f.

550.000

_______________.____

_______________.____

2320 1008665

2 1/2" FIBERGLASS CONDUIT INTRENCH ** See SpecialProvisions **

l.f.

80.000

_______________.____




1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

2330 1008720

4" RIGID METAL MULTI DUCTCONDUIT - UNDER ROADWAY** See Special Provisions **

l.f.

90.000

_______________.____

_______________.____

2340 1008907

CLEAN EXISTING CONDUIT **See Special Provisions **

hr

4.000

_______________.____

_______________.____

2350 1008908

CLEAN EXISTING CONDUIT **See Special Provisions **

l.f.

435.000

_______________.____

1.00

2360 1008910

MULTIDUCT CONDUIT REPAIR** See Special Provisions **

est.

3,000.000

3,000.00

_______________.____

2370 1009016

18'' X 12'' X 8'' CAST IRONJUNCTION BOX

ea.

9.000

_______________.____

_______________.____

2380 1010001

CONCRETE HANDHOLE ea.

24.000

_______________.____

_______________.____

2390 1010011

CONCRETE HANDHOLE - TYPEI

ea.

4.000

_______________.____

_______________.____

2400 1010021

CONCRETE HANDHOLE - TYPEII

ea.

5.000

_______________.____

_______________.____

2410 1010026

CONCRETE HANDHOLEEXTENSION - TYPE 2

ea.

4.000

_______________.____

_______________.____

2420 1010052

CAST IRON HANDHOLE COVER ea.

8.000

_______________.____

_______________.____

2430 1010054

CAST IRON HANDHOLECOVER, TYPE II

ea.

2.000

_______________.____




1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

2440 1010060

CLEAN EXISTING CONCRETEHANDHOLE ** See SpecialProvisions **

ea.

5.000

_______________.____

_______________.____

2450 1010902

REMOVE CONCRETEHANDHOLE ** See SpecialProvisions **

ea.

2.000

_______________.____

_______________.____

2460 1011002

4'' DRAIN PIPE l.f.

40.000

_______________.____

_______________.____

2470 1012031

NO. 2 SINGLE CONDUCTOR l.f.

3,000.000

_______________.____

_______________.____

2480 1014131

CABLE IN DUCT (THREE NO. 2CONDUCTORS)

l.f.

2,100.000

_______________.____

_______________.____

2490 1015001

NO. 8 BARE COPPERGROUNDING CONDUCTOR

l.f.

3,100.000

_______________.____

_______________.____

2500 1017032

SERVICE (METERED) ** SeeSpecial Provisions **

ea.

3.000

_______________.____

_______________.____

2510 1017051

SERVICE REVISION ** SeeSpecial Provisions **

ea.

1.000

_______________.____

_______________.____

2520 1019053

AERIAL CABLE (3 NO. 2) ** SeeSpecial Provisions **

l.f.

500.000

_______________.____

_______________.____

2530 1020030

TEMPORARY ILLUMINATIONUNIT ** See Special Provisions **

ea.

2.000

_______________.____

_______________.____

2540 1102002

8' ALUMINUM PEDESTAL ea.

10.000

_______________.____




1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

2550 1103022

30' STEEL SPAN POLE ** SeeSpecial Provisions **

ea.

2.000

_______________.____

_______________.____

2560 1103023

32' STEEL SPAN POLE ** SeeSpecial Provisions **

ea.

4.000

_______________.____

_______________.____

2570 1103059

32' STEEL COMBINATION SPANPOLE (20' BRACKET) ** SeeSpecial Provisions **

ea.

1.000

_______________.____

_______________.____

2580 1105001

1 WAY, 1 SECTION SPAN WIRETRAFFIC SIGNAL ** See SpecialProvisions **

ea.

2.000

_______________.____

_______________.____

2590 1105003


ea.

23.000

_______________.____

_______________.____

2600 1105007


ea.

2.000

_______________.____

_______________.____

2610 1105203

1 WAY, 3 SECTION POLEMOUNTED TRAFFIC SIGNAL **See Special Provisions **

ea.

2.000

_______________.____

_______________.____

2620 1105303

1 WAY, 3 SECTION PEDESTALMOUNTED TRAFFIC SIGNAL **See Special Provisions **

ea.

3.000

_______________.____

_______________.____

2630 1106003

1 WAY PEDESTRIAN SIGNALPEDESTAL MOUNTED ** SeeSpecial Provisions **

ea.

8.000

_______________.____




1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

2640 1106004

2 WAY PEDESTRIAN SIGNALPEDESTAL MOUNTED ** SeeSpecial Provisions **

ea.

1.000

_______________.____

_______________.____

2650 1107011

ACCESSIBLE PEDESTRIANSIGNAL AND DETECTOR(TYPEA) ** See Special Provisions **

ea.

10.000

_______________.____

_______________.____

2660 1108163

MODIFY EXISTINGCONTROLLER ** See SpecialProvisions **

ea.

3.000

_______________.____

_______________.____

2670 1108207

INSTALL STATE FURNISHEDTRAFFIC CONTROLLER ANDCABINET ** See SpecialProvisions **

ea.

3.000

_______________.____

_______________.____

2680 1108665

10/100/1000 BASE - TETHERNET SWITCH ** SeeSpecial Provisions **

ea.

7.000

_______________.____

_______________.____

2690 1108826

OPTICAL FIBER TERMINATIONPATCH PANELS ** See SpecialProvisions **

ea.

7.000

_______________.____

_______________.____

2700 1111201

TEMPORARY DETECTION (SITENO. 1) ** See Special Provisions**

_______________.____LUMP SUM

1.000

_______________.____

2710 1111202


_______________.____LUMP SUM

1.000

_______________.____

2720 1111203


_______________.____LUMP SUM

1.000




1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

2730 1111401

LOOP VEHICLE DETECTOR **See Special Provisions **

ea.

4.000

_______________.____

_______________.____

2740 1111451

LOOP DETECTOR SAW CUT **See Special Provisions **

l.f.

230.000

_______________.____

_______________.____

2750 1111600

EXTENSION BRACKET ** SeeSpecial Provisions **

ea.

6.000

_______________.____

_______________.____

2760 1112241

FIBER OPTIC CABLE SPLICEENCLOSURE ** See SpecialProvisions **

ea.

5.000

_______________.____

_______________.____

2770 1112284

VEHICLE DETECTION MONITOR** See Special Provisions **

ea.

3.000

_______________.____

_______________.____

2780 1112285

THERMAL VIDEO DETECTORASSEMBLY ** See SpecialProvisions **

ea.

5.000

_______________.____

_______________.____

2790 1112286

360- DEGREE CAMERAASSEMBLY ** See SpecialProvisions **

ea.

4.000

_______________.____

_______________.____

2800 1112287

360-DEGREE VIDEODETECTION PROCESSOR **See Special Provisions **

ea.

1.000

_______________.____

_______________.____

2810 1112289

360-DEGREE CLOSED LOOPSYSTEM VIDEO DETECTIONPROCESSOR ** See SpecialProvisions **

ea.

3.000

_______________.____




1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

2820 1112294

RELOCATE IMS FIBER OPTICCABLE ** See Special Provisions**

l.f.

2,100.000

_______________.____

_______________.____

2830 1113014

3 CONDUCTOR NO. 8 AWGTYPE SE STYLE THW

l.f.

523.000

_______________.____

_______________.____

2840 1113102

5 CONDUCTOR NO. 14 CABLE l.f.

1,729.000

_______________.____

_______________.____

2850 1113103


565.000

_______________.____

_______________.____

2860 1113104


147.000

_______________.____

_______________.____

2870 1113109


145.000

_______________.____

_______________.____

2880 1113125


66.000

_______________.____

_______________.____

2890 1113399

CABLE CLOSURE ea.

4.000

_______________.____

_______________.____

2900 1113604

OPTICAL FIBERCABLE - SINGLEMODE LOOSE BUFFER TUBECABLE, 6 FIBER ** See SpecialProvisions **

l.f.

1,305.000

_______________.____

_______________.____

2910 1113618

OPTICAL FIBERCABLE - SINGLEMODE LOOSE BUFFER TUBECABLE, 36 FIBER ** See SpecialProvisions **

l.f.

3,276.000

_______________.____

_______________.____

2920 1113725

23 AWG 4 TWISTED PAIRCATEGORY 6 CABLE ** SeeSpecial Provisions **

l.f.

201.000

_______________.____




1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

2930 1113813

REMOVAL OF EXISTING ATMS** See Special Provisions **

_______________.____LUMP SUM

1.000

_______________.____

2940 1113901

CAMERA CABLE l.f.

859.000

_______________.____

_______________.____

2950 1114101

MESSENGER ** See SpecialProvisions **

l.f.

1,320.000

_______________.____

_______________.____

2960 1114102

SPAN WIRE ** See SpecialProvisions **

l.f.

781.000

_______________.____

_______________.____

2970 1118012

REMOVAL AND/ORRELOCATION OF TRAFFICSIGNAL EQUIPMENT ** SeeSpecial Provisions **

_______________.____LUMP SUM

1.000

_______________.____

2980 1118051

TEMPORARY SIGNALIZATION(SITE NO. 1) ** See SpecialProvisions **

_______________.____LUMP SUM

1.000

_______________.____

2990 1118052


_______________.____LUMP SUM

1.000

_______________.____

3000 1118053


_______________.____LUMP SUM

1.000

_______________.____

3010 1130000

HIGH MOUNTED INTERNALLYILLU- MINATED FLASHINGARROW

day

900.000

_______________.____

_______________.____

3020 1131002

REMOTE CONTROLCHANGEABLE MESSAGE SIGN

day

900.000

_______________.____




1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

3030 1201801

MONOTUBE BRIDGE SIGNSTRUCTURE ** See SpecialProvisions **

ea.

1.000

_______________.____

_______________.____

3040 1201804

4 CHORD TRUSS CANTILEVERSIGN STRUCTURE ** SeeSpecial Provisions **

ea.

2.000

_______________.____

_______________.____

3050 1202999

DRILLED SHAFT TRAFFICSTRUCTURE FOUNDATION **See Special Provisions **

ea.

4.000

_______________.____

_______________.____

3060 1203109

SIDE MOUNTED SIGNFOUNDATION

ea.

4.000

_______________.____

_______________.____

3070 1205207

TYPE DE-7 DELINEATOR ea.

135.000

_______________.____

_______________.____

3080 1205214

TYPE DE-7A DELINEATOR ea.

125.000

_______________.____

_______________.____

3090 1206011

REMOVAL OF EXISTINGOVERHEAD SIGNING ** SeeSpecial Provisions **

_______________.____LUMP SUM

1.000

_______________.____

3100 1206023

REMOVAL AND RELOCATIONOF EXISTING SIGNS ** SeeSpecial Provisions **

_______________.____LUMP SUM

1.000

_______________.____

3110 1206025

REMOVAL AND RELOCATIONOF EXISTING OVERHEADSIGNS ** See Special Provisions**

_______________.____LUMP SUM

1.000




1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

3120 1207039

SIGN FACE - EXTRUDEDALUMINUM (TYPE IXRETROREFLECTIVESHEETING) ** See SpecialProvisions **

s.f.

900.000

_______________.____

_______________.____

3130 1208931

SIGN FACE - SHEET ALUMINUM(TYPE IX RETROREFLECTIVESHEETING) ** See SpecialProvisions **

s.f.

1,400.000

_______________.____

_______________.____

3140 1209114

HOT-APPLIED PAINTEDPAVEMENT MARKINGS 4''YELLOW

l.f.

11,065.000

_______________.____

_______________.____

3150 1209124

HOT-APPLIED PAINTEDPAVEMENT MARKINGS 4''WHITE

l.f.

13,550.000

_______________.____

_______________.____

3160 1209126

HOT-APPLIED PAINTEDPAVEMENT MARKINGS 6''WHITE

l.f.

900.000

_______________.____

_______________.____

3170 1209131

HOT-APPLIED PAINTEDLEGEND, ARROWS ANDMARKINGS

s.f.

1,215.000

_______________.____

_______________.____

3180 1210101

4" WHITE EPOXY RESINPAVEMENT MARKINGS

l.f.

10,000.000

_______________.____

_______________.____

3190 1210102

4" YELLOW EPOXY RESINPAVEMENT MARKINGS

l.f.

6,700.000

_______________.____

_______________.____

3200 1210103


l.f.

290.000

_______________.____




1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

3210 1210104


l.f.

3,000.000

_______________.____

_______________.____

3220 1210105

EPOXY RESIN PAVEMENTMARKINGS, SYMBOLS ANDLEGENDS

s.f.

4,100.000

_______________.____

_______________.____

3230 1211001

REMOVAL OF PAVEMENTMARKINGS

s.f.

2,820.000

_______________.____

_______________.____

3240 1214002

6'' PREFORMED BLACK LINEMASK PAVEMENT MARKINGTAPE

l.f.

1,540.000

_______________.____

_______________.____

3250 1214003

8'' PREFORMED BLACK LINEMASK PAVEMENT MARKINGTAPE

l.f.

4,500.000

_______________.____

_______________.____

3260 1220027

CONSTRUCTION SIGNS s.f.

1,215.000

_______________.____

_______________.____

3270 1301861

FURNISH DUCTILE IRON PIPE,VALVES AND MISCELLANEOUSFITTINGS (WATER MAIN) ** SeeSpecial Provisions **

_______________.____LUMP SUM

1.000

_______________.____

3280 1303201

RELOCATE HYDRANT(COMPLETE) ** See SpecialProvisions **

ea.

3.000

_______________.____

_______________.____

3290 1403501

RESET MANHOLE (SANITARYSEWER) ** See SpecialProvisions **

ea.

1.000

_______________.____




1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

3300 1403505

REBUILD MANHOLE (SANITARYSEWER) ** See SpecialProvisions **

ea.

2.000

_______________.____

1.00

3310 1700001

SERVICE CONNECTIONS(ESTIMATED COST) ** SeeSpecial Provisions **

est.

25,000.000

25,000.00

_______________.____

3320 1802210.02

TEMPORARY SAND BARREL(200 lb.)

ea.

8.000

_______________.____

_______________.____

3330 1802210.04


ea.

6.000

_______________.____

_______________.____

3340 1802210.07


ea.

14.000

_______________.____

_______________.____

3350 1802210.14


ea.

24.000

_______________.____

_______________.____

3360 1802210.21


ea.

12.000

_______________.____

_______________.____

3370 1802211.02

RELOCATION OF TEMPORARYSAND BARREL (200 lb.)

ea.

2.000

_______________.____

_______________.____

3380 1802211.04


ea.

10.000

_______________.____

_______________.____

3390 1802211.07


ea.

30.000

_______________.____

_______________.____

3400 1802211.14


ea.

40.000

_______________.____




1 .SECTION:



UnitsDescription

Item IDProposal


_______________.____

3410 1802211.21


ea.

20.000

_______________.____

_______________.____

3420 1803312

IMPACT ATTENUATIONSYSTEM (FLARED)

ea.

4.000

_______________.____

_______________.____

3430 1803324

IMPACT ATTENUATIONSYSTEM (MEDIAN/GORE)

ea.

2.000

_______________.____

_______________.____

3440 1806202

TRUCK-MOUNTED ORTRAILER-MOUNTED IMPACTATTENUATOR

hr

160.000

_______________.____

_______________.____

3450 1806226

PRE-WARNING VEHICLE ** SeeSpecial Provisions **

hr

160.000

_______________.____

Section: 1 _________._____Total:

Total Bid: _________._____


PLANS, SPECIFICATIONS & ADDENDA ARE AVAILABLE ON …Bid Opening (Letting) Date and Time: Wednesday,...

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Transcript of PLANS, SPECIFICATIONS & ADDENDA ARE AVAILABLE ON …Bid Opening (Letting) Date and Time: Wednesday,...