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Project Name: Lincoln Park Drive Slope Failure Repair(Rebid) •
<br /> Engineer's Estimate Entler Excavating Co.,Inc. Hutchen's Bulldozing,Inc. Mid-SWtes General& Burdick Plumbing 8 '
<br /> Project Number: OB-12 819 N.Sunnyside Road 249 E.1350 North Road Mechanical Heating Co.,Inc.
<br /> Decatur,Illinois 62522 Assumption,IL 62510 Contrancting Corp. 728 South Main Street .
<br /> City Engineering Division 4170 N.Bearsdale Rd Decatur,IL 62521 •
<br /> Bid Date: Friday,October 9,2009 Decatur,IL 62526
<br /> Time: 2:00 P.M.
<br /> Fund: Street Capital
<br /> Organization Code: 45484516
<br /> Object Code: 489040
<br /> Item No. Pay Item QTY Unit Unit Price Total Unit Price ToWI Unit Price Total Unit Price Total Unit Price Total
<br /> 20100500 TREE REMOVAL 0.25 ACRE $25,000.00 $6,250.0 $60,000.00 $15,000.00 $90,000.00 $22,500.00 $80,000.00 $20,000.00 $52,000.00 $13,000.00
<br /> 20201200 REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL 280 CU YD $30.00 $8,400.0 $45.00 $12,600.00 $30.00 $8,400.00 $45.00 $12,600.00 $56.00 $15,680.00
<br /> 20400800 FURNISHED EXCAVATION 42 CU YD $35.00 $1,470.0 $45.00 $1,890.00 $30.00 $1,260.00 $80.00 $3,360.00 $30.00 $1,260.00
<br /> 21101645 TOPSOIL FURNISN AND PLACE,12 INCH 90 SQ YD $15.00 $1,350.0 $33.33 $2,999.70 $15.00 $1,350.00 $15.00 $1,350.00 $35.00 $3,150.
<br /> 25000100 SEEDING,CLASS 1 0.07 ACRE $20,000.00 $1,400.0 $7,142.86 $50000 $5,000.00 $350.00 $10,000.00 $700.00 $30,000.00 $2,100.
<br /> 25100105 MULCH,METHOD 1 0.07 ACRE $10.000.00 $70p.0 $7,142.86 $500.00 $10,000.00 $700.00 $12,000.00 $840.00 $20,000.00 $1.400.00
<br /> 28100802 STONE DUMPED RIPR,4P,CLASS A1(SPECIAL) 840 TON $45.00 $37,800.0 $22.00 $18,480.00 $49.00 $41,160.00 $45.00 $37,800.00 $70.00 $58,800.00
<br /> 28100808 STONE DUMPED RIPRAP,CLASS A4(SPECIAL) 1,820 TON $65 00 $118,300.0 $30.00 $54,600.00 $65.00 $118,300.00 $55.00 $100,100.00 $85.00 $154,700.00
<br /> 28200200 FILTER FABRIC(USED WITH RIPRAP) 1,750 SQ YD $5.00 $8,750.0 $2.50 $4,375.00 $6.00 $10,500.00 $10.00 $17,500.00 $10.00 $17,500.00
<br /> 35101800 AGGREGATE BASE COURSE,TYPE B,6 INCH 190 SQ YD $20.00 $3,800.0 $8.00 $1,520.00 $10.00 $1,900.00 $50.00 $9,500. $20.00 $3,800.00
<br /> 40603310 HOT-MIX ASPHALT SURFACE,MIX"C",N50 3 INCH 25 TON $160,00 $4,000.0 $175.00 $4,375.00 $175.00 $4,375.00 $190.00 $4,750.00 $225.00 $5,625.
<br /> 40600100 BITUMINOUS MATERIALS(PRIME COAT @ 0.5 GAUS�YD) 95 GAL $10.00 $950.0 $10.00 $950.00 $5.00 $475.00 $10.00 $950.00 $10.00 $950.
<br /> 44000161 HOT MIX ASPHALT SURFACE REMOVAL,3 INCH 142 SQ YD $12.00 $1,704.0 $20.00 $2,840.00 $10.00 $1,420.00 $18.00 $2,556.00 $10.00 $1,420.
<br /> ��»� COMBINATION CURB AND GUTTER REMOVAL AND 155 FOOT $100.00 $15,500.0 $32.00 $4,960.00 $35.00 $5,425.00 $110.00 $17,050.00 $75.00 $11,625.00
<br /> REPLACEMENT(TY.B-6.18)
<br /> 66410400 CHAIN LINK FENCE TO BE REMOVED AND RE-ERECTED 45 FOOT $35.00 $1,575.0 $22.22 $999.90 $20.00 $900.00 $55.00 $2,475.00 $30.00 $1,350.00
<br /> 67100100 MOBILIZATION 1 LSUM $42,000.00 $42,000.0 $10,000.00 $10,000.00 $2,000.00 $2,000.00 $70,000.00 $70,000.00 $20,000.00 $20,000.00
<br /> 70104490 TRAFFIC CONTROL AND PROTECTION,(SPECIAL),LOCATION 1 1 LSUM $14,400.00 $14,400.0 $2,000.00 $2,000.00 $1,500.00 $1,500.00 $10,000.00 $10,000.00 $5,000.00 $5,000.00
<br /> XX003461 EARTH EXCAVATION,SPECIAL 1 LSUM $100,000.00 $100,000.0 $100,000.00 $100,000.00 $40,000.00 $40,000.00 $149,900.00 $149,900.00 $196,145.00 $196,145.
<br /> XX003952 TEMPORARY EROSION CONTROL 1 LSUM $5,000.00 $5,000.0 $3,000.00 $3,000.00 $1,000.00 $1,000.00 $2,200.00 $2,200.00 $15,000.00 $15,000.
<br /> XX005715 SEDIMENT CONTROL,STABILIZED CONSTRUCTION ENTRANCE � SQ YD $75.00 $2,550.0 $150.00 $5,100.00 $45.00 $1,530.00 $60.00 $2,040. $600.00 $20,400.
<br /> ALTERATIONS,CANCELLATIONS,EXTENSIONS,DEDUC I NS
<br /> Z���� AND EXTRA WORK 1 LSUM g45,000.00 $45,000.0 $45,000.00 $45,000.00 $45,000.00 $45,000.00 $45,000.00 $45,000. $45,000.00 $45,000.00
<br /> ��
<br /> TOTAL BIDS(AS CORRECTED) � � $42p,ggg.0 $291,689.60 $310,045.00 $510,671.00 $593,905.00
<br /> Percent Over Under ENGINEER'S ESTIMATE -30.70% -26.34% 21.33% 41.10%
<br /> i0� `_ �( C� ��' C�Q
<br /> Matthew C.Newell, P.E.,City Engineer oate
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