LETTING : CALL : 056 COUNTIES : MILLE LACS

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

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

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

Engineer's Preliminary Estimate - 100% Submittal

BID TABULATION BID REQUEST NO

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

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

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

OKLAHOMA TURNPIKE AUTHORITY

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

PART A ROADWAY - BASE BID

NE WEST KINGSTON ROAD CULVERT REPLACEMENT

BID TABULATION. Engineer's Estmated Opinion of Costs

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

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

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

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

OKLAHOMA TURNPIKE AUTHORITY

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

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

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

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

OKLAHOMA TURNPIKE AUTHORITY

BID TABULATION PAGE 1 OF 8

CONTRACT TIME DETERMINATION

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

AVERAGE OF BID ITEMS ENGINEERS ESTIMATE

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

SUBDIVISION IMPROVEMENTS AGREEMENT

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

REPLACEMENT OF MERCER COUNTY BRIDGE

Department of Public Works Engineering

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

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

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

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

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

Exhibit 4 Page 1 of 8

Annual Services Construction Contract (ASCC) #15 Project Number: PUCN

ALVAREZ ENGINEERS, INC. July 27, 2017 a) Evaluation Criteria PROJECT: ROADWAY IMPROVEMENTS TO DOLPHIN MALL OUTER RING ROAD for BEACON TRADEPORT COMMUN

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

Rock Chalk Park - Infrastructure Report. July 2013

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

ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT

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

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

CITY OF TAMPA ADDENDUM 2. April 18, 2018


Active Construction RV Associates Scarsella JR Hayes

A DESIGN-BUILD PROJECT

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

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

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

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

Northumberland County County Road 2 Class Environmental Assessment Construction Cost Estimate

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

AGENDA. Sartell City Council Special Meeting Sartell City Hall July 31, :30 pm. 2. Public Hearing - Vacation of Drainage and Utility Easements

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

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

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

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

NOTICE TO BIDDERS LETTING OF NOVEMBER 9, 2018 ADDENDUM NO. 1 CHANGES TO PROPOSAL OR PLANS

Addendum 1 13 TH Street Streetscape. September 1, 2017

Reviax Constracting Corp. DeSantis Construction

Market Street Gateway Improvements Phase 1

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

CITY OF DEERFIELD BEACH Request for City Commission Agenda

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

BID TABULATION PAGE 1 OF 6

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


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

PRESENTER: Christopher J. Blunk, Deputy Public Works Director / City Engineer

BID PROPOSAL ANNUAL PATHWAY & MINOR CONSTRUCTION CONTRACT PBC PROJECT #

I. J~ /.. RrECE~VfEfD 9J7J:. 13~ 7b 1/1~ COUNCIL. ~ 1-j r-(lk. 1 1-'> lft:; WHATCOM COUNTY COUNCIL AGENDA BILL

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

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

Utility Committee Meeting AGENDA. October 3, 2017

BRIDGE ALTERNATE STUDY No. 1

2001 Average Bid Tabs

PROPOSAL AND SPECIFICATIONS FOR HIGHWAY CONSTRUCTION COUNTY LOCAL ROAD SYSTEM


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

The bid due date has been changed to 2:50 p.m. May 25, 2018.

Bid Comparison. Contract ID: 1651 Description: Joint replacement on the Cass Avenue bridge. Location:

ADDENDUM NO. 1 PUBLIC WORKS CONSTRUCTION PROJECT NO

2012 WATER & SEWER ALLEY CONSTRUCTION CONTRACT, PACKAGE I SAWS WATER JOB. NO /SAWS SEWER JOB NO SOLICITATION #B DD

N E W J E R S E Y T U R N P I K E A U T H O R I T Y PROCEDURE FOR PREQUALIFICATION AND AWARD OF CONSTRUCTION CONTRACTS

TITLE: Authorization to Award Contract for Construction and Construction Oversight Contract for the Powell Road Stormwater Diversion Project

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

PROPOSAL AND SPECIFICATIONS FOR HIGHWAY CONSTRUCTION COUNTY LOCAL ROAD SYSTEM

PROPOSAL AND SPECIFICATIONS FOR COUNTY PRIMARY HOT MIX ASPHALT PAVING #2

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

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

RIGHT-OF-WAY PERMIT APPLICATION

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

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

LETTER OF INTENT FOR: HERITAGE HILLS COMMUNITY

ITEM ESTIMATED UNIT NO. DESCRIPTION QUANTITIES UNIT PRICE AMOUNT 1a COLD MILLING CLASS 3 (Approx.2") 7,386 S.Y. $ $ 1b COLD MILLING CLASS 3 (Approx 3-

Transcription:

S T A T E O F M I N N E S O T A PAGE : -1 NUMBER OF DAYS: 0 BRIDGE COUNT : 3 CONTRACT DESCRIPTION : GRADING, BIT PAVING & SURFACING, ROUNDABOUT, AND BRIDGES. CONTRACT LOCATION: LOCATED ON T.H. 95 AT THE CSAH 29 INTERSECTION. RECOMMENDATION: AWARD TO LOW BIDDER -------------------------------------------------------------------- I, THE UNDERSIGNED CERTIFY THAT THIS ABSTRACT IS A CORRECT TABULATION OF ALL BIDS RECEIVED ON THIS (THESE) PROJECT(S): THAT THE LEGAL REQUIREMENTS RELATING TO COMPETITIVE BIDDING ON PUBLIC PROJECTS HAVE BEEN COMPLIED WITH: THAT SAID BIDS WERE OPENED IN PUBLIC AND AWARD HAS BEEN MADE TO THE LOWEST RESPONSIBLE BIDDER. APPROVED: STATE AID OR CONSTRUCTION ENGR ASST. DIV. DIRECTOR, OPERATIONS -------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVER RANK VENDOR NO./NAME BID LOW BID EST -------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 5,978,896.87 89.5448% 100.0000% 1 L550 LUNDA CONSTRUCTION CO $ 6,676,987.28 100.0000% 111.6759% 2 R140 REDSTONE CONSTRUCTION COMPANY INC $ 6,844,967.69 102.5158% 114.4855% SECTION 0001 FEDERAL 80%/STATE 20% SP4810-17 0010 2021501/00010 LUMP 263603.12000 263603.12 307100.00000 307100.00 382500.00000 382500.00 MOBILIZATION 0020 2031602/00010 1.000 EACH 5649.49000 5649.49 21800.00000 21800.00 9500.00000 9500.00 COMBINATION FIELD LABORATORY-OFFICE 0030 2041610/00010 700.000 HOUR 1.00000 700.00 1.00000 700.00 1.00000 700.00 TRAINEES

p\lcp2a9.tmp: Page 2 PAGE : -2 0040 2051501/00010 LUMP 1.00000 1.00 1.00000 1.00 1.00000 1.00 MAINT AND RESTORATION OF HAUL ROADS 0050 2101511/00010 LUMP 1500.00000 1500.00 2400.00000 2400.00 3000.00000 3000.00 CLEARING AND GRUBBING 0060 2102502/00020 456.000 L F 0.63000 287.28 1.00000 456.00 1.00000 456.00 PAVEMENT MARKING REMOVAL-PERMANENT 0070 2104501/00013 548.000 L F 7.13000 3907.24 9.00000 4932.00 10.00000 5480.00 REMOVE WATER MAIN 0080 2104501/00016 982.000 L F 9.79000 9613.78 8.00000 7856.00 5.88000 5774.16 REMOVE SEWER PIPE (STORM) 0090 2104501/00022 1921.000 L F 2.31000 4437.51 1.50000 2881.50 2.03000 3899.63 REMOVE CURB AND GUTTER 0100 2104501/00033 34.000 L F 20.58000 699.72 10.00000 340.00 8.88000 301.92 REMOVE STONE RETAINING WALL 0110 2104501/00036 175.000 L F 3.60000 630.00 2.00000 350.00 3.50000 612.50 REMOVE WOVEN WIRE FENCE 0120 2104501/00038 98.000 L F 4.80000 470.40 3.00000 294.00 3.50000 343.00 REMOVE WOOD FENCE 0130 2104501/00042 306.000 L F 3.61000 1104.66 4.50000 1377.00 2.50000 765.00 REMOVE GUARD RAIL-PLATE BEAM 0140 2104505/00013 68.000 S Y 6.75000 459.00 8.00000 544.00 3.68000 250.24 REMOVE CONCRETE MEDIAN 0150 2104505/00021 960.000 S Y 4.18000 4012.80 1.25000 1200.00 1.31000 1257.60 REMOVE CONCRETE WALK 0160 2104505/00100 829.000 S Y 7.96000 6598.84 2.28000 1890.12 4.42000 3664.18 REMOVE PAVEMENT 0170 2104505/00108 279.000 S Y 5.28000 1473.12 1.85000 516.15 2.24000 624.96 REMOVE CONCRETE DRIVEWAY PAVEMENT 0180 2104505/00111 338.000 S Y 8.94000 3021.72 2.00000 676.00 19.18000 6482.84 REMOVE CONCRETE APPROACH PANEL 0190 2104505/00119 400.000 S Y 2.78000 1112.00 1.85000 740.00 1.75000 700.00 REMOVE BITUMINOUS DRIVEWAY PAVEMENT 0200 2104505/00120 7203.000 S Y 1.85000 13325.55 2.25000 16206.75 2.19000 15774.57 REMOVE BITUMINOUS PAVEMENT 0210 2104505/00122 353.000 S Y 3.04000 1073.12 2.85000 1006.05 2.19000 773.07 REMOVE BITUMINOUS SHOULDER PAVEMENT

p\lcp2a9.tmp: Page 3 PAGE : -3 0220 2104509/00011 1.000 EACH 181.33000 181.33 89.00000 89.00 250.00000 250.00 REMOVE CONCRETE APRON 0230 2104509/00026 2.000 EACH 350.00000 700.00 250.00000 500.00 200.00000 400.00 REMOVE MISCELLANEOUS STRUCTURES 0240 2104509/00048 3.000 EACH 244.50000 733.50 100.00000 300.00 170.00000 510.00 REMOVE LIGHTING UNIT 0250 2104509/00100 18.000 EACH 257.49000 4634.82 100.00000 1800.00 250.00000 4500.00 REMOVE MANHOLE OR CATCH BASIN 0260 2104509/00180 7.000 EACH 26.47000 185.29 18.00000 126.00 20.00000 140.00 REMOVE MARKER 0270 2104509/00203 51.000 EACH 36.33000 1852.83 25.00000 1275.00 25.00000 1275.00 REMOVE SIGN TYPE C 0280 2104509/00205 8.000 EACH 70.16000 561.28 40.00000 320.00 40.00000 320.00 REMOVE SIGN TYPE D 0290 2104509/00320 1.000 EACH 5512.00000 5512.00 2760.00000 2760.00 6350.00000 6350.00 REMOVE SIGNAL SYSTEM 0300 2104509/00400 3.000 EACH 356.68000 1070.04 250.00000 750.00 225.00000 675.00 REMOVE LIGHT STANDARD BASE 0310 2104511/00011 140.000 L F 5.03000 704.20 3.70000 518.00 2.25000 315.00 SAWING CONCRETE PAVEMENT (FULL DEPTH) 0320 2104513/00011 767.000 L F 2.35000 1802.45 1.00000 767.00 2.25000 1725.75 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) 0330 2104523/00004 1.000 EACH 112.17000 112.17 100.00000 100.00 100.00000 100.00 SALVAGE CASTING 0340 2104523/00037 4.000 EACH 300.23000 1200.92 324.00000 1296.00 400.00000 1600.00 SALVAGE ENERGY ABSORBING TERMINAL 0350 2104523/00543 8.000 EACH 23.61000 188.88 25.00000 200.00 25.00000 200.00 SALVAGE SIGN TYPE C 0360 2104523/00544 2.000 EACH 96.12000 192.24 50.00000 100.00 50.00000 100.00 SALVAGE SIGN TYPE D 0370 2104523/00560 1.000 EACH 100.00000 100.00 25.00000 25.00 25.00000 25.00 SALVAGE SIGN TYPE SPECIAL 0380 2104523/00960 2.000 EACH 150.00000 300.00 500.00000 1000.00 200.00000 400.00 SALVAGE BENCH 0390 2104601/01011 LUMP 500.00000 500.00 685.00000 685.00 1.00000 1.00 HAUL SALVAGED MATERIAL

p\lcp2a9.tmp: Page 4 PAGE : -4 0400 2104603/00040 178.000 L F 8.00000 1424.00 1.88000 334.64 4.50000 801.00 ABANDON WATER MAIN 0410 2104618/00024 700.000 S F 2.45000 1715.00 1.00000 700.00 2.00000 1400.00 SALVAGE CONCRETE PAVERS 0420 2105501/00010 12479.000 C Y 4.81000 60023.99 3.90000 48668.10 4.87000 60772.73 COMMON EXCAVATION 0430 2105522/00020 2258.000 C Y 7.18000 16212.44 8.95000 20209.10 9.28000 20954.24 SELECT GRANULAR BORROW (EV) 0440 2105522/00023 9306.000 C Y 9.17000 85336.02 8.95000 83288.70 9.63000 89616.78 SELECT GRANULAR BORROW MOD 10% (EV) 0450 2105535/00031 3255.000 C Y 1.00000 3255.00 4.00000 13020.00 3.48000 11327.40 SALVAGED TOPSOIL FROM STOCKPILE (SV) 0460 2105607/00047 298.000 C Y 27.00000 8046.00 12.10000 3605.80 19.00000 5662.00 TOPSOIL BORROW MOD (LV) 0470 2112604/00020 353.000 S Y 2.00000 706.00 2.00000 706.00 3.00000 1059.00 SHOULDER PREPARATION 0480 2118607/00160 4.000 C Y 50.00000 200.00 20.00000 80.00 80.00000 320.00 AGGREGATE SURFACING (CV) CLASS 6 0490 2211503/00060 4399.000 C Y 21.44000 94314.56 18.02000 79269.98 15.60000 68624.40 AGGREGATE BASE (CV) CLASS 6 0500 2221609/00011 54.000 TON 27.00000 1458.00 30.00000 1620.00 30.00000 1620.00 AGGREGATE SHOULDERING SPECIAL 0510 2232501/00080 713.000 S Y 3.50000 2495.50 4.80000 3422.40 4.80000 3422.40 MILL BITUMINOUS SURFACE (3.0") 0520 2301531/00530 308.000 L F 45.00000 13860.00 85.00000 26180.00 24.86000 7656.88 EXPANSION JOINTS DESIGN E8H 0530 2301553/00010 676.000 S Y 112.94000 76347.44 80.00000 54080.00 125.00000 84500.00 BRIDGE APPROACH PANELS 0540 2301602/00001 154.000 EACH 10.00000 1540.00 12.00000 1848.00 15.00000 2310.00 DOWEL BARS 0550 2301604/01080 268.000 S Y 31.25000 8375.00 50.00000 13400.00 55.00000 14740.00 CONCRETE PAVEMENT 8.0" 0560 2360501/24600 3660.000 TON 65.33000 239107.80 61.47000 224980.20 61.47000 224980.20 TYPE SP 12.5 WEARING COURSE MIXTURE (4, F)

p\lcp2a9.tmp: Page 5 PAGE : -5 0570 2401521/00025 10081.000 C Y 5.70000 57461.70 3.95000 39819.95 3.45000 34779.45 STRUCTURE EXCAVATION CLASS E 0580 2402591/00199 75.000 L F 75.00000 5625.00 35.00000 2625.00 119.33000 8949.75 EXPANSION JOINT DEVICES TYPE SPECIAL 0590 2501515/90120 1.000 EACH 477.76000 477.76 420.00000 420.00 351.15000 351.15 12" RC PIPE APRON 0600 2501515/90270 1.000 EACH 704.23000 704.23 580.00000 580.00 544.29000 544.29 27" RC PIPE APRON 0610 2501515/90300 1.000 EACH 876.32000 876.32 640.00000 640.00 580.86000 580.86 30" RC PIPE APRON 0620 2501602/08027 1.000 EACH 570.00000 570.00 330.00000 330.00 633.01000 633.01 TRASH GUARD FOR 27" PIPE APRON 0630 2501602/08030 1.000 EACH 650.00000 650.00 360.00000 360.00 750.30000 750.30 TRASH GUARD FOR 30" PIPE APRON 0640 2502521/01060 12.000 L F 20.00000 240.00 21.00000 252.00 18.35000 220.20 6" TP PIPE DRAIN 0650 2502541/07060 28.000 L F 21.00000 588.00 24.00000 672.00 12.47000 349.16 6" PERF PE PIPE DRAIN 0660 2502602/00412 2.000 EACH 200.00000 400.00 1600.00000 3200.00 1060.30000 2120.60 12" PVC PIPE DRAIN CLEANOUT 0670 2503541/90123 812.000 L F 29.10000 23629.20 25.00000 20300.00 21.27000 17271.24 12" RC PIPE SEWER DESIGN 3006 CLASS III 0680 2503541/90153 346.000 L F 31.93000 11047.78 27.00000 9342.00 24.85000 8598.10 15" RC PIPE SEWER DESIGN 3006 CLASS III 0690 2503541/90155 239.000 L F 36.43000 8706.77 27.00000 6453.00 24.85000 5939.15 15" RC PIPE SEWER DESIGN 3006 CLASS V 0700 2503541/90183 100.000 L F 34.32000 3432.00 31.00000 3100.00 28.49000 2849.00 18" RC PIPE SEWER DESIGN 3006 CLASS III 0710 2503541/90213 74.000 L F 34.28000 2536.72 35.00000 2590.00 32.69000 2419.06 21" RC PIPE SEWER DESIGN 3006 CLASS III 0720 2503541/90243 151.000 L F 43.18000 6520.18 38.00000 5738.00 36.52000 5514.52 24" RC PIPE SEWER DESIGN 3006 CLASS III 0730 2503541/90273 185.000 L F 49.17000 9096.45 46.00000 8510.00 47.22000 8735.70 27" RC PIPE SEWER DESIGN 3006 CLASS III 0740 2503541/90303 142.000 L F 59.19000 8404.98 52.00000 7384.00 46.87000 6655.54 30" RC PIPE SEWER DESIGN 3006 CLASS III

p\lcp2a9.tmp: Page 6 PAGE : -6 0750 2503602/00042 1.000 EACH 523.81000 523.81 450.00000 450.00 350.00000 350.00 CONNECT TO EXISTING STORM SEWER 0760 2504601/00001 LUMP 3500.00000 3500.00 7760.00000 7760.00 5000.00000 5000.00 IRRIGATION SYSTEM 0770 2504602/00010 2.000 EACH 901.82000 1803.64 1100.00000 2200.00 553.50000 1107.00 CONNECT TO EXISTING WATER MAIN 0780 2504602/00020 1.000 EACH 2994.32000 2994.32 3300.00000 3300.00 3078.00000 3078.00 HYDRANT 0790 2504602/00033 2.000 EACH 250.00000 500.00 300.00000 600.00 250.00000 500.00 ADJUST GATE VALVE 0800 2504602/00858 1.000 EACH 1200.00000 1200.00 2000.00000 2000.00 1623.00000 1623.00 8" GATE VALVE 0810 2504602/00860 1.000 EACH 1450.00000 1450.00 2500.00000 2500.00 2215.00000 2215.00 10" GATE VALVE 0820 2504603/01082 86.000 L F 44.28000 3808.08 39.00000 3354.00 30.85000 2653.10 8" WATERMAIN DUCTILE IRON CL 52 0830 2504603/01102 300.000 L F 41.00000 12300.00 44.00000 13200.00 38.76000 11628.00 10" WATERMAIN DUCTILE IRON CL 52 0840 2504603/04240 100.000 L F 105.00000 10500.00 113.00000 11300.00 65.00000 6500.00 24" STEEL CASING PIPE 0850 2504608/00020 1665.000 LB 3.60000 5994.00 4.39000 7309.35 2.45000 4079.25 DUCTILE IRON FITTINGS 0860 2506501/00012 65.300 L F 201.96000 13187.99 230.00000 15019.00 197.03000 12866.06 CONSTRUCT DRAINAGE STRUCTURE DESIGN A OR F 0870 2506501/00032 22.000 L F 260.02000 5720.44 360.00000 7920.00 260.06000 5721.32 CONSTRUCT DRAINAGE STRUCTURE DESIGN C OR G 0880 2506501/00080 24.000 L F 191.11000 4586.64 330.00000 7920.00 214.32000 5143.68 CONSTRUCT DRAINAGE STRUCTURE DESIGN H 0890 2506501/02021 9.000 L F 416.00000 3744.00 460.00000 4140.00 279.57000 2516.13 CONSTRUCT DRAINAGE STRUCTURE DESIGN 402 0900 2506501/02420 40.900 L F 156.71000 6409.44 270.00000 11043.00 241.89000 9893.30 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020

p\lcp2a9.tmp: Page 7 PAGE : -7 0910 2506501/02720 26.000 L F 251.59000 6541.34 320.00000 8320.00 351.38000 9135.88 CONSTRUCT DRAINAGE STRUCTURE DESIGN 54-4020 0920 2506502/00300 1.000 EACH 50000.00000 50000.00 18000.00000 18000.00 20000.00000 20000.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 0930 2506516/00010 36.000 EACH 619.61000 22305.96 420.00000 15120.00 647.45000 23308.20 CASTING ASSEMBLY 0940 2506521/00010 1.000 EACH 220.00000 220.00 390.00000 390.00 300.00000 300.00 INSTALL CASTING 0950 2506522/00011 1.000 EACH 321.50000 321.50 390.00000 390.00 350.00000 350.00 ADJUST FRAME & RING CASTING 0960 2506602/00081 1.000 EACH 72983.00000 72983.00 100000.00000 100000.00 110000.00000 110000.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 0970 2511501/00013 144.000 C Y 62.00000 8928.00 43.00000 6192.00 55.00000 7920.00 RANDOM RIPRAP CLASS III 0980 2521501/00040 13454.000 S F 3.63000 48838.02 2.39000 32155.06 2.35000 31616.90 4" CONCRETE WALK 0990 2521501/00042 1583.000 S F 5.35000 8469.05 3.83000 6062.89 7.10000 11239.30 4" CONCRETE WALK SPECIAL 1000 2521501/00060 8484.000 S F 4.77000 40468.68 3.58000 30372.72 3.25000 27573.00 6" CONCRETE WALK 1010 2521515/00010 100.000 L F 3.50000 350.00 2.50000 250.00 2.25000 225.00 SAWING CONCRETE WALK 1020 2531501/02080 455.000 L F 12.60000 5733.00 14.00000 6370.00 11.70000 5323.50 CONCRETE CURB & GUTTER DESIGN B418 1030 2531501/02120 1656.000 L F 15.96000 26429.76 9.97000 16510.32 10.25000 16974.00 CONCRETE CURB & GUTTER DESIGN B424 1040 2531501/02315 10.000 L F 37.34000 373.40 20.00000 200.00 12.00000 120.00 CONCRETE CURB & GUTTER DESIGN B618 1050 2531501/02320 2347.000 L F 16.35000 38373.45 10.19000 23915.93 10.88000 25535.36 CONCRETE CURB & GUTTER DESIGN B624 1060 2531501/04120 333.000 L F 22.66000 7545.78 18.00000 5994.00 13.50000 4495.50 CONCRETE CURB & GUTTER DESIGN D424

p\lcp2a9.tmp: Page 8 PAGE : -8 1070 2531502/00203 12.000 L F 30.00000 360.00 25.00000 300.00 8.00000 96.00 CONCRETE CURB DESIGN B6 1080 2531502/00706 28.000 L F 30.00000 840.00 25.00000 700.00 6.00000 168.00 CONCRETE CURB DESIGN V6 1090 2531507/00060 66.000 S Y 42.79000 2824.14 39.00000 2574.00 36.50000 2409.00 6" CONCRETE DRIVEWAY PAVEMENT 1100 2531507/00080 187.000 S Y 43.64000 8160.68 42.00000 7854.00 55.80000 10434.60 8" CONCRETE DRIVEWAY PAVEMENT 1110 2531618/00010 238.000 S F 36.35000 8651.30 31.00000 7378.00 32.50000 7735.00 TRUNCATED DOMES 1120 2540602/00042 2.000 EACH 1000.00000 2000.00 500.00000 1000.00 200.00000 400.00 RELOCATE PLANTER 1130 2540602/08010 2.000 EACH 150.00000 300.00 500.00000 1000.00 350.00000 700.00 SUPPLEMENTAL DESCRIPTION INSTALL BENCH 1140 2540618/00085 700.000 S F 4.28000 2996.00 9.50000 6650.00 9.50000 6650.00 INSTALL CONCRETE PAVERS 1150 2545511/00015 8.000 EACH 6500.00000 52000.00 5945.00000 47560.00 7050.00000 56400.00 LIGHTING UNIT TYPE GD 1160 2545511/00100 2.000 EACH 2000.00000 4000.00 6220.00000 12440.00 6750.00000 13500.00 LIGHTING UNIT TYPE SPECIAL 1170 2545511/09030 12.000 EACH 1800.00000 21600.00 3557.00000 42684.00 4535.00000 54420.00 LIGHTING UNIT TYPE 9-30 1180 2545515/00005 12.000 EACH 525.00000 6300.00 445.00000 5340.00 500.00000 6000.00 LIGHT BASE DESIGN E 1190 2545515/00006 2.000 EACH 550.00000 1100.00 535.00000 1070.00 600.00000 1200.00 LIGHT BASE DESIGN E MODIFIED 1200 2545523/00053 860.000 L F 3.25000 2795.00 1.20000 1032.00 4.15000 3569.00 2" NON-METALLIC CONDUIT 1210 2545523/00078 320.000 L F 6.00000 1920.00 3.30000 1056.00 7.55000 2416.00 3" NON-METALLIC CONDUIT 1220 2545531/01020 345.000 L F 1.94000 669.30 2.20000 759.00 2.30000 793.50 UNDERGROUND WIRE 1 COND NO 2 1230 2545531/01040 6000.000 L F 0.95000 5700.00 1.45000 8700.00 1.50000 9000.00 UNDERGROUND WIRE 1 COND NO 4 1240 2545533/00404 2420.000 L F 5.51000 13334.20 7.10000 17182.00 8.50000 20570.00 ARMORED CABLE 4 COND NO 4

p\lcp2a9.tmp: Page 9 PAGE : -9 1250 2545541/01201 1.000 EACH 4465.57000 4465.57 4020.00000 4020.00 5400.00000 5400.00 SERVICE CABINET SECONDARY TYPE L1 1260 2545545/00012 1.000 EACH 777.69000 777.69 125.00000 125.00 990.00000 990.00 EQUIPMENT PAD B 1270 2545553/00010 10.000 EACH 520.00000 5200.00 900.00000 9000.00 750.00000 7500.00 HANDHOLE 1280 2545602/00002 1.000 EACH 500.00000 500.00 1295.00000 1295.00 1000.00000 1000.00 SERVICE EQUIPMENT 1290 2545602/00009 15.000 EACH 150.00000 2250.00 150.00000 2250.00 200.00000 3000.00 UNDERGROUND CABLE SPLICE 1310 2554501/00001 50.000 L F 63.28000 3164.00 67.00000 3350.00 75.00000 3750.00 TRAFFIC BARRIER DESIGN SPECIAL 1320 2554501/00002 25.000 L F 70.00000 1750.00 49.10000 1227.50 75.00000 1875.00 TRAFFIC BARRIER DESIGN SPECIAL A 1330 2554501/02038 151.000 L F 18.41000 2779.91 16.80000 2536.80 19.00000 2869.00 TRAFFIC BARRIER DESIGN B8338 1340 2554509/00020 2.000 EACH 49.12000 98.24 45.90000 91.80 40.00000 80.00 GUIDE POST TYPE B 1350 2554602/00126 2.000 EACH 921.73000 1843.46 900.00000 1800.00 1000.00000 2000.00 INSTALL ENERGY ABSORBING TERMINAL 1360 2563601/00010 LUMP 26833.00000 26833.00 10000.00000 10000.00 10000.00000 10000.00 TRAFFIC CONTROL 1370 2563601/00200 LUMP 12144.00000 12144.00 8000.00000 8000.00 8000.00000 8000.00 DETOUR SIGNING 1380 2563602/00005 1.000 EACH 21000.00000 21000.00 5000.00000 5000.00 5000.00000 5000.00 TRAFFIC CONTROL (SPECIAL) 1390 2563602/01100 2.000 EACH 2500.00000 5000.00 3500.00000 7000.00 3500.00000 7000.00 PORTABLE CHANGEABLE MESSAGE SIGN 1400 2564531/00105 4.000 S F 22.00000 88.00 32.50000 130.00 32.50000 130.00 SIGN PANELS TYPE SPECIAL 1410 2564531/00130 531.000 S F 28.95000 15372.45 30.50000 16195.50 30.50000 16195.50 SIGN PANELS TYPE C 1420 2564531/00140 129.000 S F 32.93000 4247.97 32.50000 4192.50 32.50000 4192.50 SIGN PANELS TYPE D 1430 2564531/00189 8.000 S F 12.23000 97.84 10.00000 80.00 10.00000 80.00 SIGN PANELS TYPE OVERLAY

p\lcp2a9.tmp: Page 10 PAGE : -10 1440 2564537/00013 8.000 EACH 120.00000 960.00 125.00000 1000.00 125.00000 1000.00 INSTALL SIGN TYPE C 1450 2564537/00014 2.000 EACH 221.75000 443.50 185.00000 370.00 185.00000 370.00 INSTALL SIGN TYPE D 1460 2564537/00030 1.000 EACH 190.87000 190.87 125.00000 125.00 125.00000 125.00 INSTALL SIGN TYPE SPECIAL 1470 2564551/00010 2.000 EACH 107.90000 215.80 90.00000 180.00 90.00000 180.00 REFERENCE POST MARKER 1480 2564552/00010 7.000 EACH 71.66000 501.62 65.00000 455.00 65.00000 455.00 HAZARD MARKER X4-2 1490 2564554/00010 1.000 EACH 100.00000 100.00 55.00000 55.00 55.00000 55.00 SNOW PLOW MARKER X4-5 1500 2565616/00300 1.000 SYS 83000.00000 83000.00 35930.00000 35930.00 46750.00000 46750.00 TEMPORARY SIGNAL SYSTEM 1510 2573501/00010 1079.000 L F 3.50000 3776.50 2.00000 2158.00 2.00000 2158.00 BALE BARRIER 1520 2573502/00010 367.000 L F 2.59000 950.53 2.00000 734.00 2.00000 734.00 SILT FENCE, TYPE HEAVY DUTY 1530 2573502/00030 173.000 L F 18.00000 3114.00 25.00000 4325.00 23.85000 4126.05 SILT FENCE, TYPE SUPER DUTY 1540 2573502/00040 1661.000 L F 1.60000 2657.60 2.00000 3322.00 2.00000 3322.00 SILT FENCE, TYPE MACHINE SLICED 1550 2573505/00010 400.000 L F 11.64000 4656.00 8.00000 3200.00 8.00000 3200.00 FLOTATION SILT CURTAIN TYPE STILL WATER 1560 2573505/00020 184.000 L F 15.44000 2840.96 8.00000 1472.00 8.00000 1472.00 FLOTATION SILT CURTAIN TYPE MOVING WATE 1570 2573530/00010 38.000 EACH 109.84000 4173.92 110.00000 4180.00 110.00000 4180.00 STORM DRAIN INLET PROTECTION 1580 2575501/00010 1.300 ACRE 297.86000 387.22 275.00000 357.50 275.00000 357.50 SEEDING 1590 2575502/00240 99.000 LB 2.65000 262.35 2.20000 217.80 2.20000 217.80 SEED MIXTURE 240 1600 2575505/00030 3155.000 S Y 2.93000 9244.15 2.50000 7887.50 2.50000 7887.50 SODDING TYPE LAWN 1610 2575523/00013 5667.000 S Y 0.96000 5440.32 0.90000 5100.30 0.90000 5100.30 EROSION CONTROL BLANKETS CATEGORY 3

p\lcp2a9.tmp: Page 11 PAGE : -11 1620 2575523/00014 542.000 S Y 1.51000 818.42 1.25000 677.50 1.25000 677.50 EROSION CONTROL BLANKETS CATEGORY 4 1630 2575532/00020 608.000 LB 0.59000 358.72 0.45000 273.60 0.45000 273.60 FERTILIZER TYPE 2 1640 2575533/00010 2.000 TON 28.44000 56.88 20.00000 40.00 20.00000 40.00 AGRICULTURAL LIME 1650 2575570/00020 1.500 ACRE 799.16000 1198.74 500.00000 750.00 500.00000 750.00 RAPID STABILIZATION METHOD 2 1660 2581501/00010 100.000 L F 1.40000 140.00 1.25000 125.00 1.25000 125.00 REMOVABLE PREFORMED PLASTIC MARKING 1670 2582501/01008 4.000 EACH 67.00000 268.00 250.00000 1000.00 95.00000 380.00 PAVEMENT MESSAGE (LEFT-THRU ARROW) PAIN 1680 2582501/02101 1.000 EACH 300.47000 300.47 400.00000 400.00 555.00000 555.00 PAVEMENT MESSAGE (LEFT ARROW) POLY PREFORM-GROUND IN 1690 2582501/02102 6.000 EACH 339.14000 2034.84 400.00000 2400.00 555.00000 3330.00 PAVEMENT MESSAGE (RIGHT ARROW) POLY PREFORM-GROUND IN 1700 2582501/02103 5.000 EACH 382.64000 1913.20 400.00000 2000.00 475.00000 2375.00 PAVEMENT MESSAGE (THRU ARROW) POLY PREFORM-GROUND IN 1710 2582502/11104 69455.000 L F 0.12000 8334.60 0.05000 3472.75 0.07000 4861.85 4" SOLID LINE WHITE-PAINT 1720 2582502/11308 80.000 L F 1.50000 120.00 5.00000 400.00 0.14000 11.20 8" DOTTED LINE WHITE-PAINT 1730 2582502/12104 24637.000 L F 0.12000 2956.44 0.06000 1478.22 0.07000 1724.59 4" SOLID LINE YELLOW-PAINT 1740 2582502/12204 5692.000 L F 0.06000 341.52 0.06000 341.52 0.07000 398.44 4" BROKEN LINE YELLOW-PAINT 1750 2582502/41104 2798.000 L F 0.55000 1538.90 0.40000 1119.20 0.90000 2518.20 4" SOLID LINE WHITE-EPOXY 1760 2582502/41204 32.000 L F 0.85000 27.20 0.40000 12.80 0.90000 28.80 4" BROKEN LINE WHITE-EPOXY 1770 2582502/41308 53.000 L F 2.00000 106.00 2.50000 132.50 2.00000 106.00 8" DOTTED LINE WHITE-EPOXY

p\lcp2a9.tmp: Page 12 PAGE : -12 1780 2582502/42104 1919.000 L F 0.38000 729.22 0.41000 786.79 0.90000 1727.10 4" SOLID LINE YELLOW-EPOXY 1790 2582502/42124 80.000 L F 5.25000 420.00 4.50000 360.00 6.00000 480.00 24" SOLID LINE YELLOW-EPOXY 1800 2582502/42204 35.000 L F 2.00000 70.00 0.41000 14.35 0.90000 31.50 4" BROKEN LINE YELLOW-EPOXY 1810 2582502/42404 336.000 L F 2.00000 672.00 0.82000 275.52 1.80000 604.80 4" DOUBLE SOLID LINE YELLOW-EPOXY 1820 2582502/51104 5096.000 L F 0.60000 3057.60 1.20000 6115.20 1.85000 9427.60 4" SOLID LINE WHITE-EPOXY (GROUND IN) 1830 2582502/51308 80.000 L F 3.00000 240.00 12.00000 960.00 2.15000 172.00 8" DOTTED LINE WHITE-EPOXY (GROUND IN) 1840 2582502/52014 4509.000 L F 0.61000 2750.49 1.20000 5410.80 1.85000 8341.65 4" SOLID LINE YELLOW-EPOXY (GROUND IN) 1850 2582502/52124 93.000 L F 6.50000 604.50 11.00000 1023.00 10.00000 930.00 24" SOLID LINE YELLOW-EPOXY (GROUND IN) 1860 2582502/52204 100.000 L F 1.70000 170.00 1.20000 120.00 1.85000 185.00 4" BROKEN LINE YELLOW-EPOXY (GROUND IN) 1870 2582503/00130 720.000 S F 13.00000 9360.00 18.00000 12960.00 21.75000 15660.00 CROSSWALK MARKING-POLY PREFORM (GROUND IN) SECTION TOTALS $ 1,920,365.27 $ 1,799,155.66 $ 1,950,694.09 SECTION 0002 BRIDGE NO 48001 1880 2401516/03646 610.000 S F 10.75000 6557.50 7.50000 4575.00 10.00000 6100.00 RAISED MEDIAN CONCRETE (3Y46) 1890 2404618/00011 592.000 S F 1.65000 976.80 0.35000 207.20 2.50000 1480.00 BLASTING (SPECIAL) 1900 2433505/00007 592.000 S F 6.25000 3700.00 5.00000 2960.00 12.50000 7400.00 REMOVE CONCRETE WEARING COURSE 1910 2433505/00011 15.000 S F 60.00000 900.00 35.00000 525.00 85.00000 1275.00 REMOVE SLAB TYPE 1 1920 2545509/00011 LUMP 8800.00000 8800.00 14340.00000 14340.00 4320.00000 4320.00 CONDUIT SYSTEM (LIGHTING) SECTION TOTALS $ 20,934.30 $ 22,607.20 $ 20,575.00 SECTION 0003 BRIDGE NO 48028

p\lcp2a9.tmp: Page 13 PAGE : -13 1930 2104601/00221 LUMP 2500.00000 2500.00 0.01000 0.01 250.00000 250.00 REMOVE REGULATED WASTE MATERIAL A 1940 2401501/01143 468.000 C Y 400.00000 187200.00 600.00000 280800.00 350.00000 163800.00 STRUCTURAL CONCRETE (1A43) 1950 2401501/03643 1060.000 C Y 475.00000 503500.00 650.00000 689000.00 450.00000 477000.00 STRUCTURAL CONCRETE (3Y43) 1960 2401512/03636 11545.000 S F 35.00000 404075.00 18.50000 213582.50 30.00000 346350.00 BRIDGE SLAB CONCRETE (3Y36) 1970 2401513/07146 396.000 L F 70.00000 27720.00 100.00000 39600.00 150.00000 59400.00 TYPE MOD P-1 (TL-2) RAILING CONCRETE (3Y46) 1980 2401515/03646 3389.000 S F 5.50000 18639.50 10.00000 33890.00 20.00000 67780.00 SIDEWALK CONCRETE (3Y46) 1990 2401516/03646 1000.000 S F 5.50000 5500.00 5.00000 5000.00 10.00000 10000.00 RAISED MEDIAN CONCRETE (3Y46) 2000 2401541/00010 33828.000 LB 0.90000 30445.20 0.90000 30445.20 0.75000 25371.00 REINFORCEMENT BARS 2010 2401541/00011 301879.000 LB 0.95000 286785.05 1.00000 301879.00 0.85000 256597.15 REINFORCEMENT BARS (EPOXY COATED) 2020 2401601/00010 LUMP 40000.00000 40000.00 10000.00000 10000.00 50000.00000 50000.00 STRUCTURE EXCAVATION 2030 2401601/00060 LUMP 5000.00000 5000.00 5000.00000 5000.00 5000.00000 5000.00 SLOPE PREPARATION 2040 2401601/00075 LUMP 50000.00000 50000.00 362000.00000 362000.00 282500.00000 282500.00 FOUNDATION PREPARATION 2050 2402583/00020 384.000 L F 90.00000 34560.00 85.00000 32640.00 100.00000 38400.00 ORNAMENTAL METAL RAILING TYPE SPECIAL 2060 2402590/02001 18.000 EACH 300.00000 5400.00 350.00000 6300.00 300.00000 5400.00 ELASTOMERIC BEARING PAD TYPE 1 2070 2404501/00200 9920.000 S F 4.00000 39680.00 2.00000 19840.00 4.60000 45632.00 CONCRETE WEARING COURSE (3U17A) 2080 2411602/08010 6.000 EACH 10000.00000 60000.00 17000.00000 102000.00 25000.00000 150000.00 SUPPLEMENTAL DESCRIPTION PRECAST CONCRETE PANEL 2090 2442501/00011 LUMP 50000.00000 50000.00 75000.00000 75000.00 200000.00000 200000.00 REMOVE EXISTING BRIDGE A

p\lcp2a9.tmp: Page 14 PAGE : -14 2100 2452510/02000 3010.000 L F 2.00000 6020.00 1.00000 3010.00 1.00000 3010.00 STEEL H-PILING DRIVEN 12" 2110 2452511/02000 3010.000 L F 35.00000 105350.00 45.00000 135450.00 30.00000 90300.00 STEEL H-PILING DELIVERED 12" 2120 2452520/02035 4.000 EACH 2000.00000 8000.00 3500.00000 14000.00 20000.00000 80000.00 STEEL H-TEST PILE 35 FT LONG 12" 2130 2452602/00301 4.000 EACH 16000.00000 64000.00 1200.00000 4800.00 2250.00000 9000.00 PILE ANALYSIS 2140 2452602/02310 108.000 EACH 250.00000 27000.00 150.00000 16200.00 150.00000 16200.00 PILE TIP PROTECTION 12" 2150 2452603/08010 1300.000 L F 30.00000 39000.00 0.01000 13.00 1.00000 1300.00 SUPPLEMENTAL DESCRIPTION PILE ADVANCEMENT 2160 2502502/00010 LUMP 1500.00000 1500.00 2500.00000 2500.00 2500.00000 2500.00 DRAINAGE SYSTEM TYPE (B910) 2170 2511501/00013 375.000 C Y 45.00000 16875.00 43.00000 16125.00 50.00000 18750.00 RANDOM RIPRAP CLASS III 2180 2511515/00024 632.000 S Y 1.75000 1106.00 2.40000 1516.80 4.00000 2528.00 GEOTEXTILE FILTER TYPE IV (MOD) 2190 2545509/00011 LUMP 9000.00000 9000.00 14340.00000 14340.00 10500.00000 10500.00 CONDUIT SYSTEM (LIGHTING) SECTION TOTALS $ 2,028,855.75 $ 2,414,931.51 $ 2,417,568.15 SECTION 0004 BRIDGE NO 48533 2200 2104601/00210 LUMP 2500.00000 2500.00 0.01000 0.01 250.00000 250.00 REMOVE REGULATED WASTE MATERIAL (BRIDGE 2210 2401501/01143 499.000 C Y 400.00000 199600.00 600.00000 299400.00 350.00000 174650.00 STRUCTURAL CONCRETE (1A43) 2220 2401501/03643 995.000 C Y 475.00000 472625.00 650.00000 646750.00 450.00000 447750.00 STRUCTURAL CONCRETE (3Y43) 2230 2401512/03636 12545.000 S F 35.00000 439075.00 18.50000 232082.50 30.00000 376350.00 BRIDGE SLAB CONCRETE (3Y36) 2240 2401513/07146 397.000 L F 70.00000 27790.00 100.00000 39700.00 150.00000 59550.00 TYPE MOD P-1 (TL-2) RAILING CONCRETE (3Y46)

p\lcp2a9.tmp: Page 15 PAGE : -15 2250 2401515/03646 3056.000 S F 5.50000 16808.00 10.00000 30560.00 20.00000 61120.00 SIDEWALK CONCRETE (3Y46) 2260 2401516/03646 1000.000 S F 5.50000 5500.00 5.00000 5000.00 10.00000 10000.00 RAISED MEDIAN CONCRETE (3Y46) 2270 2401541/00010 37524.000 LB 0.90000 33771.60 0.90000 33771.60 0.75000 28143.00 REINFORCEMENT BARS 2280 2401541/00011 311461.000 LB 0.95000 295887.95 1.00000 311461.00 0.85000 264741.85 REINFORCEMENT BARS (EPOXY COATED) 2290 2401601/00010 LUMP 40000.00000 40000.00 10000.00000 10000.00 50000.00000 50000.00 STRUCTURE EXCAVATION 2300 2401601/00060 LUMP 5000.00000 5000.00 5000.00000 5000.00 10000.00000 10000.00 SLOPE PREPARATION 2310 2401601/00075 LUMP 50000.00000 50000.00 362000.00000 362000.00 282500.00000 282500.00 FOUNDATION PREPARATION 2320 2402583/00020 385.000 L F 90.00000 34650.00 85.00000 32725.00 100.00000 38500.00 ORNAMENTAL METAL RAILING TYPE SPECIAL 2330 2402590/02001 20.000 EACH 300.00000 6000.00 350.00000 7000.00 300.00000 6000.00 ELASTOMERIC BEARING PAD TYPE 1 2340 2404501/00200 11636.000 S F 4.00000 46544.00 2.00000 23272.00 4.60000 53525.60 CONCRETE WEARING COURSE (3U17A) 2350 2411602/08010 6.000 EACH 10000.00000 60000.00 17000.00000 102000.00 25000.00000 150000.00 SUPPLEMENTAL DESCRIPTION PRECAST CONCRETE PANEL 2360 2442501/00010 LUMP 50000.00000 50000.00 85000.00000 85000.00 200000.00000 200000.00 REMOVE EXISTING BRIDGE 2370 2452510/02000 2950.000 L F 2.00000 5900.00 1.00000 2950.00 1.00000 2950.00 STEEL H-PILING DRIVEN 12" 2380 2452511/02000 2950.000 L F 35.00000 103250.00 45.00000 132750.00 30.00000 88500.00 STEEL H-PILING DELIVERED 12" 2390 2452520/02035 8.000 EACH 2000.00000 16000.00 3500.00000 28000.00 10000.00000 80000.00 STEEL H-TEST PILE 35 FT LONG 12" 2400 2452602/00301 8.000 EACH 1600.00000 12800.00 1200.00000 9600.00 2250.00000 18000.00 PILE ANALYSIS 2410 2452602/02310 110.000 EACH 250.00000 27500.00 150.00000 16500.00 150.00000 16500.00 PILE TIP PROTECTION 12"

p\lcp2a9.tmp: Page 16 PAGE : -16 2420 2452603/08010 880.000 L F 30.00000 26400.00 0.01000 8.80 1.00000 880.00 SUPPLEMENTAL DESCRIPTION PILE ADVANCEMENT 2430 2502502/00010 LUMP 1500.00000 1500.00 2500.00000 2500.00 2500.00000 2500.00 DRAINAGE SYSTEM TYPE (B910) 2440 2511501/00013 410.000 C Y 45.00000 18450.00 43.00000 17630.00 50.00000 20500.00 RANDOM RIPRAP CLASS III 2450 2511515/00024 680.000 S Y 1.75000 1190.00 2.40000 1632.00 4.00000 2720.00 GEOTEXTILE FILTER TYPE IV (MOD) 2460 2545509/00011 LUMP 10000.00000 10000.00 3000.00000 3000.00 10500.00000 10500.00 CONDUIT SYSTEM (LIGHTING) SECTION TOTALS $ 2,008,741.55 $ 2,440,292.91 $ 2,456,130.45 CONTRACT TOTALS $ 5,978,896.87 $ 6,676,987.28 $ 6,844,967.69