BID TAB PROJECT: REPLACEMENT OF ALBON ROAD BRIDGE NO. 606, PID NO BID OPEN: MAY 9, 2012 COMPLETION DATE: NOVEMBER 16, 2012

Similar documents
PROJECT NO PID BEL TE21-G990(217) TYPE: SLIDE REPAIR LETTING: 06/07/01 COMPLETION DATE: 09/30/02

NE WEST KINGSTON ROAD CULVERT REPLACEMENT

OKLAHOMA TURNPIKE AUTHORITY

OKLAHOMA TURNPIKE AUTHORITY

LETTING : CALL : 056 COUNTIES : MILLE LACS

PART A ROADWAY - BASE BID

Subject: Addendum No. 1 Project #C CCE Parking Lot Replacement Phase 2 Robert Bishop Drive 4380 Richmond Road, Highland Hills, Ohio 44122

BID TABULATION BID REQUEST NO

OKLAHOMA TURNPIKE AUTHORITY

REPLACEMENT OF MERCER COUNTY BRIDGE

AVERAGE OF BID ITEMS ENGINEERS ESTIMATE

19th & Barker Roundabout / Waterline Improvement Project No. 56-CP12-901(C) Cost Breakdown

2015 Financial Assurance 8/6/2015 Estimate Form (with pre-plat construction)

TOTAL QUANTITY UNIT COST UNIT

ENGINEER'S ESTIMATE OF PROBABLE COST CCTA I 680 NORTH EXPRESS LANE PROJECT (SOUTHBOUND ONLY) EA 04 4H % PS&E Submittal

Tabulation of Bids. Counties: ROUTE 94 BLACK CREEK TRIBUTARY CULVERT REPLACEMENT

BIDDER'S PROPOSAL TO THE HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL

Reviax Constracting Corp. DeSantis Construction

Rock Chalk Park - Infrastructure Report. July 2013

AVGPR14.Y01 2/11/2014 DOES NOT INCLUDE STATE AID PROJECTS ALL ITEMS BETWEEN 12/01/13 AND 12/31/13 BY ITEM GROUP

BID TABULATION REPORT ABRAM STREET (SH CITY LIMITS) PROJECT No. PWST09016 BID OPENED : April 22, 2014 at 1:30 p.m.

JANUARY 18, Reference Specifications, Attachment to Form 96 (BID FORM), Bid Proposal: Respectfully submitted,

BID TABULATION PAGE 1 OF 8

CITY OF CHINO ENGINEERING COST ESTIMATE. Quantity Unit Item Unit Total Cost Price Per Item. LS Traffic Control (5% of construction cost) 5% $

Engineer's Preliminary Estimate - 100% Submittal

2018 Road Improvements Engineer's Project Number: LK 01 Bid Deadline: May 1, 2018 at 2:00 p.m. local time

Munilla Construction HOOD RD., E. OF FLORIDA'S TURNPIKE TO W. OF CENTRAL BLVD. AND HOOD RD. & CENTRAL

SUBDIVISION IMPROVEMENTS AGREEMENT

CITY OF ELKO BID TABULATION * RE-BID* FOR Sports Complex April 4, 2018

Crushed Surfacing Base Course, per ton. Pages 8-8, Special Provisions Section , Materials. This Section is supplemented with the following:

Certified Bid Tabulation Southeast Residential Community Parking Development South Dakota State University

Bid No.: PO Box Cone Rd Asphalt Ave th Ave. E. Dunedin, FL Tampa, FL Tampa, FL Palmetto, FL 34221

RANCHERO ROAD AND BNSF GRADE SEPARATION PROJECT, C.O. NO Item Description Est. Qty. Units Unit Price

OFFICIAL BID TABULATION AWARDED PROJECT

SUTTER BUTTER FLOOD CONTROL AGENCY FEATHER RIVER WEST LEVEE PROJECT PROJECT C, CONTRACT NO C BID TABULATION

PART II - Prospect Street 37. 8" Ductile Iron CL52 Water Main 614 lin. ft. $ $ 49, $ $ 43, $ $ 46,050.

ADDENDUM #1 March 12, 2019 BID FORM. Moore, Oklahoma DATE: PROJECT:

CONTRACT TIME DETERMINATION

Sunset Street West Sidewalk Projects Opinion of Anticipated Construction Costs March 12, 2012 Project Summary. Project List

69889/AV/lm. Recipients of C-TRAN ITB # Fourth Plain BRT Maintenance Facility Expansion. DATE: June 25, SUBJECT: Addendum #11

Town of Middleton Salt Storage Building Pioneer Road Pioneer Lands Town of Middleton Dane County, WI 53562

OKLAHOMA DEPARTMENT OF TRANSPORTATION PRELIMINARY HIGHWAY DETAIL CONSTRUCTION ESTIMATE. PAGE NO. 1 DATE PRINTED : May 22, 2018

Sandalfoot Blvd. & SR 7 and SW 3rd St. & SR 7 Bridge Replacements WEEKLEY ASPHALT PAVING, INC. KIEWIT INFRASTRUCTURE CO. RUSSELL ENGINEERING

CECIL COUNTY, MARYLAND. ADDENDUM #3 Bid 18-14: Bohemia Church Road Culvert Replacements XCE1073, XCE1074 & XCE1075

BRIDGE ALTERNATE STUDY No. 1

ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT

Failure to acknowledge all addenda in the BID may cause rejection of the BID. See Instructions to Bidders.

MSCAA PROJECT NO

BID PROPOSAL ANNUAL PATHWAY & MINOR CONSTRUCTION CONTRACT PBC PROJECT #

Fuel Adjustment Allowance USD 50,000 $ 1.00 $ 50, $ 1.00 $ 50, $ 1.00 $ 50, $ 1.00 $ 50, $ 1.00 $

PROJECT NO PID CLA TE21-G010(290) TYPE: MISCELLANEOUS LETTING: 07/11/01 COMPLETION DATE: 11/30/01

RFB Addendum 3

NOTICE OF AWARD OF CONTRACT S.R. 408/S.R.417 INTERCHANGE IMPROVEMENTS PHASE 1. Project No. 253F Contract No

ADDENDUM No. 1 January 29, Paving Program Village of Milford

Department of Public Works Engineering

PRELIMINARY DESIGN OF AIRFIELD COMPONENTS (25%) ESTIMATE OF PROBABLE CONSTRUCTION COST

A DESIGN-BUILD PROJECT

Northumberland County County Road 2 Class Environmental Assessment Construction Cost Estimate

PROJECT NO PID SCI NON-FEDERAL TYPE: BRIDGE REPLACEMENT (1 BRIDGE) LETTING: 04/18/01 COMPLETION DATE: 06/30/04

BID PROPOSAL. PROPOSAL OF, a corporation, a partnership consisting of. an individual doing business as

OFFICIAL BID TABULATION AWARDED PROJECT

August 22, Mr. David Lobue Airport Director Hammond Northshore Regional Airport 600 Judge Leon Ford Drive Hammond, LA

FALCON FIELD RELOCATE PARALLEL TAXIWAY 'E' (B II SM.) ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST

North Baker Ave - City Limits to 23rd St NE CRP 949 PROPOSAL

S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 05/17/00 PAGE : 1 TABULATION OF BIDS

CITY OF NEWCASTLE COUNCIL MEETING CITY HALL COUNCIL CHAMBERS NEWCASTLE WAY, SUITE 200 DECEMBER 18, CALL TO ORDER

ARKANSAS SMALL BUSINESS PROVISION CERTIFICATION APPLICATION

New Jersey Department of Transportation DATE : 06/22/10 PAGE : TABULATION OF BIDS

STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENT 1113 VALUE ENGINEERING IN CONSTRUCTION. October 19, 2012

EST. UNIT UNIT PRICE TOTALS UNIT PRICE TOTALS UNIT PRICE TOTALS UNIT PRICE TOTALS

CITY ENGINEER'S ESTIMATE ITEM DESCRIPTION UNIT QTY. UNIT PRICE ITEM TOTAL UNIT PRICE ITEM TOTAL UNIT PRICE ITEM TOTAL REMOVALS

MSCAA PROJECT NO

Master Development Plan for the TxDOT North Tarrant Express Project, Segments 2-4. Chapter 6: Preliminary Cost Estimates.

2001 Average Bid Tabs

Market Street Gateway Improvements Phase 1

Patchogue Road Culvert Crossing IFB ADDENDUM #1 07/13/2015. Addendum #1 addresses the questions submitted by contractors.

Opinion of Probable Cost

33 Ditch Bottom Inlet (DBI) -Type E $ 2, EA - 0 $ - 35 Ditch Bottom Inlet (DBI) -Type H (Modified) $ 5, EA $ 5,600.

TABULATION OF BIDS 1 L.S. $ 5, $ 5, $ 27, $ 27,000.00

ADOPTED BY SIV BOARD

DENVER INTERNATIONAL AIRPORT BID FORMS. CONTRACT NAME: Rehabilitate East Employee Parking Lot Contract No.: BID LETTER

STANDARD PROCEDURE FOR VALUE ENGINEERING IN CONSTRUCTION

New Jersey Department of Transportation DATE : 11/16/10 PAGE : TABULATION OF BIDS

2012 WATER & SEWER CONSTRUCTION CONTRACT, PACKAGE IV SAWS WATER JOB. NO /SAWS SEWER JOB NO SOLICITATION #B DD BID PROPOSAL

QUONSET DEVELOPMENT CORPORATION (QDC) INVITATION TO BID

PROPOSAL AND SPECIFICATIONS FOR HIGHWAY CONSTRUCTION COUNTY LOCAL ROAD SYSTEM

BID TABULATION 32-04MAY06-Asphalt Overlay & Roadway Drainage Improvements

BID TABULATION. Engineer's Estmated Opinion of Costs

LCC Methodology. Håkan Sundquist Structural Design and Bridges KTH. ETSI Methodology 1

FLOOD DIVERSION AUTHORITY FINANCE COMMITTEE AGENDA FOR THURSDAY, MAY 11, Fargo City Commission Chambers 3:00 PM

2011 PUBLIC PARKING LOT & ALLEY IMPROVEMENTS Village of Whitefish Bay Project No March 17, 2011 ITEM DESCRIPTION UNIT QTY.

SECTION BID. Valley Court Force Main Replacement Contract No. BE17-029

Active Construction RV Associates Scarsella JR Hayes

NAME OF CONTRACTOR CONTRACTORS ADDRESS Buffalo Road th ave Ct SW Walcott, IA North Liberty, IA

TABLE OF CONTENTS. Table of Contents 3 List of Drawings 1. Procurement Requirements Advertisement for Bids 2


CITY OF TAMPA ADDENDUM 2. April 18, 2018

BID TABULATION PAGE 1 OF 6

ADDENDUM NO. 1 PUBLIC WORKS CONSTRUCTION PROJECT NO

DORAN STREET AND BROADWAY/BRAZIL SAFETY AND ACCESS PROJECT PROJECT STUDY REPORT (EQUIVALENT) Appendix I Cost Estimates

Transcription:

Page 1 BID TAB PROJECT: REPLACEMENT OF ALBON ROAD BRIDGE NO. 606, PID NO. 87786 BID OPEN: MAY 9, 2012 COMPLETION DATE: NOVEMBER 16, 2012 ROADWAY 1 201 CLEARING AND GRUBBING 1 LUMP $4,500.00 $4,500.00 $10,016.00 $10,016.00 $2,000.00 $2,000.00 $3,800.00 $3,800.00 2 202 GUARDRAIL REMOVED 295 FOOT $2.00 $590.00 $1.16 $342.20 $1.20 $354.00 $1.20 $354.00 3 202 PIPE REMOVED, 24" AND UNDER 124 FOOT $12.00 $1,488.00 $9.48 $1,175.52 $12.00 $1,488.00 $10.00 $1,240.00 4 202 PIPE REMOVED, OVER 24" 249 FOOT $25.00 $6,225.00 $24.00 $5,976.00 $18.00 $4,482.00 $12.00 $2,988.00 5 202 MONUMENT ASSEMBLY REMOVED 1 EACH $250.00 $250.00 $81.00 $81.00 $50.00 $50.00 $70.00 $70.00 6 202 FENCE REMOVED FOR STORAGE 85 FOOT $5.00 $425.00 $3.50 $297.50 $3.50 $297.50 $1.75 $148.75 7 203 EXCAVATION 1,885 C.Y. $20.00 $37,700.00 $9.00 $16,965.00 $10.00 $18,850.00 $15.00 $28,275.00 8 203 EMBANKMENT, AS PER PLAN 59 C.Y. $16.00 $944.00 $30.00 $1,770.00 $15.00 $885.00 $2.00 $118.00 9 204 SUBGRADE COMPACTION, AS PER PLAN 2,246 S.Y. $2.50 $5,615.00 $1.18 $2,650.28 $1.00 $2,246.00 $1.50 $3,369.00 10 204 EXCAVATION OF SUBGRADE 25 C.Y. $20.00 $500.00 $8.84 $221.00 $10.00 $250.00 $8.00 $200.00 11 204 GRANULAR MATERIAL, 703.16C, TYPE B 25 C.Y. $35.00 $875.00 $34.00 $850.00 $35.00 $875.00 $24.00 $600.00 12 204 GEOTEXTILE FABRIC, 712.09, TYPE D 50 S.Y. $3.00 $150.00 $2.00 $100.00 $1.25 $62.50 $2.00 $100.00 13 604 MONUMENT ASSEMBLY, AS PER PLAN (TYPE 1B OR 2B) 1 EACH $1,000.00 $1,000.00 $616.00 $616.00 $500.00 $500.00 $520.00 $520.00 14 606 GUARDRAIL, TYPE 5 294 FOOT $15.00 $4,410.00 $15.00 $4,410.00 $16.50 $4,851.00 $15.00 $4,410.00 15 606 ANCHOR ASSEMBLY, TYPE E 4 EACH $2,200.00 $8,800.00 $1,850.00 $7,400.00 $1,835.00 $7,340.00 $1,850.00 $7,400.00 16 606 BRIDGE TERMINAL ASSEMBLY, TYPE TST 4 EACH $1,400.00 $5,600.00 $1,180.00 $4,720.00 $1,245.00 $4,980.00 $1,180.00 $4,720.00

Page 2 17 626 BARRIER REFLECTOR, TYPE A2, AS PER PLAN 25 EACH $8.00 $200.00 $7.50 $187.50 $5.00 $125.00 $7.50 $187.50 18 SPECIAL MAILBOX SUPPORT, TYPE 1 OR TYPE 2, AS PER PLAN 4 EACH $100.00 $400.00 $110.00 $440.00 $110.00 $440.00 $110.00 $440.00 ROADWAY TOTAL: $79,672.00 $58,218.00 $50,076.00 $58,940.25 EROSION CONTROL 19 207 PERIMETER FILTER FABRIC FENCE 1,170 FOOT $2.00 $2,340.00 $1.00 $1,170.00 $1.50 $1,755.00 $1.00 $1,170.00 20 207 INLET PROTECTION 120 FOOT $10.00 $1,200.00 $2.00 $240.00 $3.00 $360.00 $3.00 $360.00 21 207 SEDIMENT REMOVAL 5 C.Y. $100.00 $500.00 $100.00 $500.00 $10.00 $50.00 $5.00 $25.00 22 207 CONSTRUCTION SEEDING AND MULCHING 494 S.Y. $1.50 $741.00 $1.21 $597.74 $1.21 $597.74 $1.21 $597.74 23 601 CRUSHED AGGREGATE SLOPE PROTECTION 10 S.Y. $30.00 $300.00 $104.00 $1,040.00 $16.00 $160.00 $25.00 $250.00 24 601 ROCK CHANNEL PROTECTION, TYPE C WITH FABRIC FILTER 101 C.Y. $60.00 $6,060.00 $68.00 $6,868.00 $60.00 $6,060.00 $80.00 $8,080.00 25 653 TOPSOIL FURNISHED AND PLACED, AS PER PLAN 116 C.Y. $50.00 $5,800.00 $25.00 $2,900.00 $20.00 $2,320.00 $45.00 $5,220.00 26 659 SEEDING AND MULCHING, CLASS 1 2,470 S.Y. $1.50 $3,705.00 $0.73 $1,803.10 $0.73 $1,803.10 $0.73 $1,803.10 27 659 REPAIR SEEDING AND MULCHING 123 S.Y. $1.00 $123.00 $0.61 $75.03 $0.61 $75.03 $0.61 $75.03 28 659 COMMERCIAL FERTILIZER 0.22 TON $400.00 $88.00 $500.00 $110.00 $500.00 $110.00 $500.00 $110.00 29 659 WATER 13 M GAL. $1.00 $13.00 $1.00 $13.00 $1.00 $13.00 $1.00 $13.00 30 671 EROSION CONTROL MAT, TYPE B 100 S.Y. $3.00 $300.00 $1.30 $130.00 $1.30 $130.00 $1.30 $130.00 EROSION CONTROL TOTAL: $21,170.00 $15,446.87 $13,433.87 $17,833.87

Page 3 DRAINAGE 31 603 6" CONDUIT, TYPE B, 707.42; 707.43; 707.45 20 FOOT $20.00 $400.00 $6.00 $120.00 $10.00 $200.00 $2.00 $40.00 32 603 8" CONDUIT, TYPE B, 707.42; 707.43; 707.45 20 FOOT $20.00 $400.00 $8.00 $160.00 $10.00 $200.00 $3.00 $60.00 33 603 6" CONDUIT, TYPE E, 707.42; 707.43; 707.45 20 FOOT $20.00 $400.00 $6.00 $120.00 $5.00 $100.00 $2.00 $40.00 34 603 8" CONDUIT, TYPE E, 707.42; 707.43; 707.45 20 FOOT $20.00 $400.00 $8.00 $160.00 $8.00 $160.00 $3.00 $60.00 35 603 6" CONDUIT, TYPE F, 707.42; 707.43; 707.45 20 FOOT $20.00 $400.00 $6.00 $120.00 $5.00 $100.00 $2.00 $40.00 36 603 8" CONDUIT, TYPE F, 707.42; 707.43; 707.45 20 FOOT $20.00 $400.00 $8.00 $160.00 $8.00 $160.00 $3.00 $60.00 37 603 12" CONDUIT, TYPE B, AS PER PLAN 60 FOOT $42.00 $2,520.00 $46.10 $2,766.00 $35.00 $2,100.00 $38.50 $2,310.00 38 603 12" CONDUIT, TYPE C, AS PER PLAN 45 FOOT $38.00 $1,710.00 $35.57 $1,600.65 $35.00 $1,575.00 $26.50 $1,192.50 39 603 18" CONDUIT, TYPE C, AS PER PLAN 50 FOOT $45.00 $2,250.00 $43.65 $2,182.50 $40.00 $2,000.00 $41.00 $2,050.00 40 603 36" CONDUIT, TYPE B, 706.02 W/ 706.11 JOINTS 93 FOOT $75.00 $6,975.00 $103.47 $9,622.71 $100.00 $9,300.00 $95.00 $8,835.00 41 603 36" CONDUIT, TYPE C, 706.02 W/ 706.11 JOINTS 180 FOOT $75.00 $13,500.00 $75.10 $13,518.00 $100.00 $18,000.00 $78.00 $14,040.00 42 604 CATCH BASIN, NO. 2-4 3 EACH $1,200.00 $3,600.00 $1,381.00 $4,143.00 $2,000.00 $6,000.00 $1,500.00 $4,500.00 43 604 MANHOLE, NO. 3 2 EACH $2,000.00 $4,000.00 $2,714.00 $5,428.00 $2,000.00 $4,000.00 $2,000.00 $4,000.00 DRAINAGE TOTAL: $36,955.00 $40,100.86 $43,895.00 $37,227.50 PAVEMENT 44 302 ASPHALT CONCRETE BASE, PG 64-22 314 C.Y. $135.00 $42,390.00 $113.00 $35,482.00 $116.00 $36,424.00 $113.00 $35,482.00 45 304 AGGREGATE BASE 553 C.Y. $50.00 $27,650.00 $34.00 $18,802.00 $40.00 $22,120.00 $40.00 $22,120.00 46 407 TACK COAT 17 GAL. $5.00 $85.00 $2.00 $34.00 $2.00 $34.00 $2.00 $34.00 47 407 TACK COAT FOR INTERMEDIATE COURSE 146 GAL. $5.00 $730.00 $2.00 $292.00 $2.00 $292.00 $2.00 $292.00

Page 4 48 408 PRIME COAT 876 GAL. $4.00 $3,504.00 $3.00 $2,628.00 $1.50 $1,314.00 $1.00 $876.00 49 448 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG 64-22 95 C.Y. $200.00 $19,000.00 $132.00 $12,540.00 $150.00 $14,250.00 $132.00 $12,540.00 50 448 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG 64-22 70 C.Y. $200.00 $14,000.00 $159.00 $11,130.00 $180.00 $12,600.00 $159.00 $11,130.00 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG 64-51 448 22 (DRIVEWAYS) 24 C.Y. $200.00 $4,800.00 $250.00 $6,000.00 $300.00 $7,200.00 $250.00 $6,000.00 PAVEMENT TOTAL: $112,159.00 $86,908.00 $94,234.00 $88,474.00 52 638 WATER WORK 12" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 52, MECHANICAL JOINTS AND FITTINGS 42 FOOT $100.00 $4,200.00 $118.00 $4,956.00 $300.00 $12,600.00 $225.00 $9,450.00 53 638 FIRE HYDRANT AND GATE VALVE REMOVED AND RESET 1 EACH $1,200.00 $1,200.00 $2,245.00 $2,245.00 $1,500.00 $1,500.00 $3,200.00 $3,200.00 WATER WORK TOTAL: $5,400.00 $7,201.00 $14,100.00 $12,650.00 MISCELLANEOUS 54 614 MAINTAINING TRAFFIC 1 LUMP $5,000.00 $5,000.00 $6,500.00 $6,500.00 $2,500.00 $2,500.00 $3,085.00 $3,085.00 55 623 CONSTRUCTION LAYOUT STAKES 1 LUMP $2,000.00 $2,000.00 $6,500.00 $6,500.00 $2,500.00 $2,500.00 $1,850.00 $1,850.00 56 624 MOBILIZATION 1 LUMP $10,000.00 $10,000.00 $12,000.00 $12,000.00 $10,000.00 $10,000.00 $20,000.00 $20,000.00 MISCELLANEOUS TOTAL: $17,000.00 $25,000.00 $15,000.00 $24,935.00 STRUCTURE OVER 20' 57 202 STRUCTURE REMOVED, OVER 20' SPAN, AS PER PLAN 1 LUMP $20,000.00 $20,000.00 $26,000.00 $26,000.00 $15,000.00 $15,000.00 $37,500.00 $37,500.00

Page 5 58 202 BRIDGE RAILING REMOVED 66 FOOT $5.00 $330.00 $3.50 $231.00 $3.50 $231.00 $10.00 $660.00 59 407 TACK COAT FOR INTERMEDIATE COURSE 7 GAL. $5.00 $35.00 $2.00 $14.00 $2.00 $14.00 $2.00 $14.00 60 448 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG 64-22 9.0 C.Y. $150.00 $1,350.00 $132.00 $1,188.00 $150.00 $1,350.00 $132.00 $1,188.00 61 448 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG 64-22 6.8 C.Y. $150.00 $1,020.00 $159.00 $1,081.20 $180.00 $1,224.00 $159.00 $1,081.20 62 503 COFFERDAMS AND EXCAVATION BRACING 1 LUMP $7,000.00 $7,000.00 $12,525.00 $12,525.00 $3,500.00 $3,500.00 $28,500.00 $28,500.00 63 503 UNCLASSIFIED EXCAVATION, AS PER PLAN 1 LUMP $6,000.00 $6,000.00 $8,600.00 $8,600.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 64 505 PILE DRIVING EQUIPMENT MOBILIZATION 1 LUMP $10,000.00 $10,000.00 $15,000.00 $15,000.00 $12,500.00 $12,500.00 $10,000.00 $10,000.00 65 507 STEEL PILES HP12x53, FURNISHED 840 FOOT $32.00 $26,880.00 $30.54 $25,653.60 $32.00 $26,880.00 $24.00 $20,160.00 66 507 STEEL PILES HP12x53, DRIVEN 720 FOOT $10.00 $7,200.00 $7.00 $5,040.00 $8.00 $5,760.00 $2.00 $1,440.00 67 507 STEEL POINTS OR SHOES, AS PER PLAN 24 EACH $80.00 $1,920.00 $118.00 $2,832.00 $90.00 $2,160.00 $90.00 $2,160.00 68 509 EPOXY COATED REINFORCING STEEL 18,491 LBS. $1.70 $31,434.70 $1.00 $18,491.00 $1.00 $18,491.00 $1.00 $18,491.00 69 511 CLASS C CONCRETE, ABUTMENT INCLUDING FOOTING 130.1 C.Y. $400.00 $52,040.00 $310.00 $40,331.00 $500.00 $65,050.00 $480.00 $62,448.00 70 512 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) 153 S.Y. $16.00 $2,448.00 $14.00 $2,142.00 $15.00 $2,295.00 $16.50 $2,524.50 71 512 TYPE 3 WATERPROOFING 164 S.Y. $22.00 $3,608.00 $23.00 $3,772.00 $25.00 $4,100.00 $20.00 $3,280.00 72 512 TYPE B WATERPROOFING 13 S.Y. $32.00 $416.00 $37.51 $487.63 $60.00 $780.00 $30.00 $390.00 73 515 PRESTRESSED CONCRETE NON-COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, B17-48, (34'-6 3/16" LENGTH) 10 EACH $5,500.00 $55,000.00 $4,432.00 $44,320.00 $6,670.00 $66,700.00 $5,500.00 $55,000.00 74 516 1" PREFORMED EXPANSION JOINT FILLER 127 S.F. $5.00 $635.00 $5.00 $635.00 $5.00 $635.00 $4.00 $508.00 75 516 SPECIAL, SAWING AND SEALING BITUMINOUS CONCRETE JOINTS 82 FOOT $18.00 $1,476.00 $12.52 $1,026.64 $8.00 $656.00 $15.00 $1,230.00 76 516 2" DEEP JOINT SEALER, AS PER PLAN 82 FOOT $9.00 $738.00 $17.24 $1,413.68 $5.00 $410.00 $6.00 $492.00 77 516 1/8" PREFORMED BEARING PADS 40 EACH $15.00 $600.00 $1.00 $40.00 $6.00 $240.00 $6.00 $240.00 78 516 ELASTOMERIC BEARINGS WITH INTERNAL LAMINATES ONLY (NEOPRENE), 5"x10"x1.01" THICK 40 EACH $75.00 $3,000.00 $48.00 $1,920.00 $48.00 $1,920.00 $65.00 $2,600.00

Page 6 79 517 RAILING (TWIN STEEL TUBE) 80 FOOT $100.00 $8,000.00 $100.00 $8,000.00 $107.80 $8,624.00 $100.00 $8,000.00 80 518 SPECIAL - STEEL DRIP STRIP 67 FOOT $12.00 $804.00 $10.00 $670.00 $10.00 $670.00 $15.00 $1,005.00 81 613 LOW STRENGTH MORTAR BACKFILL, TYPE 2 347 C.Y. $70.00 $24,290.00 $63.00 $21,861.00 $80.00 $27,760.00 $75.00 $26,025.00 STRUCTURE OVER 20' TOTAL: $266,224.70 $243,274.75 $276,950.00 $294,936.70 PROJECT TOTAL: $538,580.70 $476,149.48 $507,688.87 $534,997.32