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Project Name: Street Reconstruction Engineer's Estimate Dunn Company Illinois Valley Paving Co.
<br /> A Division of Tyrolt,Inc. 3151 Robbins Road
<br /> Project Number: 09-24 City Engineering Division 724 N.Mercer Street Springfield,IL 6270a
<br /> Decatur,IL 62522
<br /> Bid Date: Monday,June 1,2009
<br /> Time: 10:00 A.M.
<br /> Fund: Capital Street Projects
<br /> Organization Code: 45484516
<br /> Ob'ect Code: 489070
<br /> ��m Pay Item Quantlty Unit Unit Price Total Unit Price Total Unit Price Total
<br /> Number
<br /> 30103000 SHAPING AND GRADING ROADWAY 2,666.67 SQ YD $3.38 $9,013.34 $0.95 $2,533.34 $3.94 $10,506.68
<br /> 40300100 BITUMINOUS MATERIAL PRIME COAT CRS-2 400.00 GAL $2.50 $1,000.00 $2.95 $1,180.00 $3.10 $1,240.00
<br /> 40300100 BITUMINOUS MATERIAL PRIME COAT HFRS-2 2,305.55 GAL $2.80 $6,455.54 $2.95 $6,801.37 $3.10 $7,147.21
<br /> 40300600 SEAL COAT AGGREGATE,CA 16 130.78 TON $60.48 $7,909.57 $46.00 $6,015.88 $48.30 $6,316.67
<br /> 40600100 BITUMINOUS MATERIAL PRIME COAT RC70lCSS-1h 3,619.88 GAL $2.25 $8,144.73 $2.70 $9,773.68 $2.35 $8,506.72
<br /> 40600400 MIXTURE FOR CRACKS,JOINTS,AND FLANGEWAYS 50.00 TON $130.00 $6,500.00 $179.25 $8,962.50 $202.47 $10,123.50
<br /> 40600625 LEVELING BINDER MACHINE METHOD,N50 195.95 TON $76.50 $14,990.18 $95.60 $18,732.82 $111.61 $21,869.98
<br /> 40600982 HOT-MIX ASPHALT SURFACE REMOVAL-BUTT JOINT 375.00 SQ YD $11.00 $4,125.00 $17.00 $6,375.00 $12.78 $4,792.50
<br /> 40603310 HOT-MIX ASPHALT SURFACE COURSE,MIX"C",N50 2,035.67 TON $74.50 $151,657.42 $84.20 $171,403.41 $94.82 $193,022.23
<br /> 44000155 HOT-MIX ASPHALT SURFACE REMOVAL, 1 1/2 INCH 19,469.75 SQ YD $2.60 $50,621.35 $2.35 $45,753.91 $2.96 $57,630.46
<br /> 44001700 COMBINATION CONCRETE CURB AND GUTTER REMOVAL AND g�8.00 FOOT $45.25 $41,539.50 $71.30 $65,453.40 $68.09 $62,506.62
<br /> REPLACEMENT
<br /> 44201705 CLASS D PATCHES,TYPE II,5 INCH 10.80 SQ YD $70.35 $759.78 $85.25 $920.70 $79.45 $858.06
<br /> 44201709 CLASS D PATCHES,TYPE III,5 INCH 82.80 SQ YD $70.35 $5,824.98 $85.25 $7,058.70 $79.45 $6,578.46
<br /> 44201711 CLASS D PATCHES,TYPE IV,5 INCH 363.40 SQ YD $70.35 $25,565.1 $85.25 $30,979.85 $79.45 $28,872.13
<br /> 44201733 CLASS D PATCHES,TYPE III,7 INCH 41.00 SQ YD $80.50 $3,300.50 $95.75 $3,925.75 $85.39 $3,500.99
<br /> 44201735 CLASS D PATCHES,TYPE IV,7 INCH 161.00 SQ YD $80.50 $12,960.50 $95.75 $15,415.75 $85.39 $13,747.79
<br /> 44213200 SAW CUTS 400.00 FOOT $6.20 $2,480.00 $7.70 $3,080.00 $7.35 $2,940.00
<br /> 45100200 CRACK FILLING 5,200.00 POUND $2.00 $10,400.00 $3.75 $19,500.00 $3.52 $18,304.00
<br /> 48100100 AGGREGATE SHOULDERS,TYPE A 100.00 TON $50.70 $5,070.00 $48.00 $4,800.00 $55.65 $5,565.00
<br /> 60235700 INLETS,TYPE A,TYPE 3 FRAME AND GRATE 2.00 EACH $1,550.00 $3,100.00 $1,570.00 $3,140.00 $1,040.71 $2,081.42
<br /> 60239100 INLETS,TYPE A,SPECIAL,TYPE 3 FRAME AND GRATE 2.00 EACH $1,394.70 $2,789.40 $1,452.00 $2,904.00 $1,040.71 $2,081.42
<br /> 60250300 CATCH BASINS TO BE ADJUSTED SPECIAL 17 INCH X 22 INCH 6.00 EACH $250.00 $1,500.00 $215.00 $1,290.00 $400.00 $2,400.0
<br /> 60255500 MANHOLES TO BE ADJUSTED 2.00 EACH $144.40 $288.80 $155.00 $310.00 $921.47 $1,842.94
<br /> 60255800 MA�NHOLES TO BE ADJUSTED WITH NEW TYPE 1 FRAME,CLOSED �3.00 EACH $840.00 $10,920.00 $905.00 $11,765.00 $1,125.93 $14,637.09
<br /> 60266600 VALVE BOXES TO BE ADJUSTED 20.00 EACH $100.00 $2,000.00 $74.00 $1,480.00 $371.02 $7,420.40
<br /> 60300410 VALVE BOX FRAMES TO BE ADJUSTED WITH NEW FRAMES 1.00 EACH $800.00 $800.00 $470.00 $470.00 $544.87 $544.87
<br /> 88600100 DETECTOR LOOP,TYPE I 150.00 FOOT $14.80 $2,220.00 $17.85 $2,677.50 $13.65 $2,047.50
<br /> X0322470 CLEANING PAVEMENT SPECIAL 4,132.22 SQ YD $0.65 $2,685.94 $1.25 $5,165.28 $1.21 $4,999.99
<br /> X0324951 CAPE SEAL 41,353.33 SQ YD $3.80 $157,142.65 $5.50 $227,443.32 $5.47 $226,202.72
<br /> Z0009000 ALTERATIONS,CANCELLATIONS,EXTENSIONS,DEDUCTIONS AND �.00 EACH $50,000.00 $50,000.00 $50,000.00 $50,000.00 $50,000.00 $50,000.00
<br /> EXTRA WORK
<br /> TOTAL BIDS AS CORRECTED 601,764.38 $735,311.16 778,287.35
<br /> Percent Over Under ENGINEER'S ESTIMATE 22.19% 29.33%
<br /> :����'�� c�j- i- v �j
<br /> Matthew C.Newell,P.E.,City Engineer Date
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