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07-13-11 Council Agenda
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COMPLETION DATE <br />ORIGINAL: November 1, 2008 <br />REVISED: <br />PARTIAL PAY ESTIMATE 94 (FINAL) <br />FROM: February 5, 2010 <br />T0: March 3, 2011 <br />CONTRACTOR: TOWER ASPHALT <br />ADDRESS: 15001 HUDSON ROAD. LAKELAND. MN 55043 <br />OWNER: CITY OF LITTLE CANADA <br />PROJECT: CONDIT STREET RECONSTRUCTION <br />AMOUNT OF CONTRACT <br />ORIGINAL: 6 246,560.16 <br />WITH ALTERNATES: <br />ITEM <br />NO. <br />ITEM <br />DESCRIPTION <br />UNIT <br />ORIGINAL CONTRACT <br />QTY. UNIT PRICE <br />THIS PERIOD <br />QTY. TOTAL PRICE <br />TOTAL TO DATE <br />QTY. TOTAL PRICE <br />SCHEDULE 1.0 . CONDIT STREET <br />MOBILIZATION <br />LS <br />1 CO <br />510,000.00 <br />0.00 <br />50.00 <br />1.00 <br />310.0(10 00 <br />2 <br />CLEARING <br />SF <br />1,150.00 <br />3100 <br />0.00 <br />30.00 <br />300.00 <br />3300 00 <br />3 <br />GRUBBING <br />SF <br />1,150.00 <br />51.00 <br />0.00 <br />5000 <br />30300 <br />3300.00 <br />4 <br />REMOVE SEWER PIPE(S'FORMj, <br />LF <br />LF <br />41.00 <br />122.00 <br />318.00 <br />32.40 <br />0.03 <br />0.00 <br />3000 <br />30.00 <br />40.00 <br />199.70 <br />3640.00 <br />$47928 <br />5 <br />REMOVE CONCRETE CURB AND GUTTER <br />6 <br />REMOVE CONCRETE PAVEMENT <br />SF <br />85000 <br />60.50 <br />0.00 <br />80.00 <br />125200 <br />3626.00 <br />7 <br />REMOVE BITUMINOUS PAVEMENT <br />SY <br />3.35000 <br />31.70 <br />0.00 <br />50.00 <br />3.35000 <br />35695.03 <br />8 <br />REMOVE SIGN <br />EACH <br />5.00 <br />350.00 <br />000 <br />30.00 <br />5.00 <br />3250.00 <br />9 <br />REMOV "c HYDRANT <br />EACH <br />1.00 <br />5725.00 <br />0.00 <br />60.00 <br />1.00 <br />5725.00 <br />10 <br />REMOVE DRAINAGE STRUCTURE <br />EACH <br />)00 <br />6350.00 <br />000 <br />60.00 <br />2.00 <br />3700.00 <br />11 <br />SAW CUT BITUMINOUS (FULL DEPTH) <br />LE <br />210.00 <br />32.20 <br />0.00 <br />90.00 <br />238.00 <br />3523.60 <br />12 <br />SALVAGE SIGN <br />EACH 1 <br />3.00 <br />350.00 <br />0.00 <br />60.00 <br />3.00 <br />3150.00 <br />13 <br />SALVAGE MAIL BOX <br />EACH <br />5.00 <br />350.00 <br />0.00 <br />30.00 <br />4.00 <br />6200.00 <br />5A <br />COMMON EXCAVATION (P) <br />CY <br />1,592.33 <br />56.00 <br />0.00 <br />60.00 <br />1,592 33 <br />59,55398 <br />15 <br />POND EXCAVATION (RAINWATER GARDEN) <br />CY <br />60.00 <br />512.00 <br />0.00 <br />60.00 <br />124.00 <br />51,488.00 <br />16 <br />TOPSOIL BORROW <br />CY <br />275.00 <br />313.00 <br />0.00 <br />60.00 <br />228.00 <br />32,054.00 <br />17 <br />CALCIUM CHLORIDE <br />GAL <br />1.000.00 <br />61.05 <br />0.00 <br />30.00 <br />0.00 <br />60.00 <br />18 <br />AGGREGATE BASE CLASS 5 <br />TON <br />2,200.00 <br />310.00 <br />0.00 <br />50.00 <br />1,905.29 <br />519.052.90 <br />19 <br />MILL BITUMINOUS PAVEMENT <br />SY <br />90.00 <br />510.00 <br />0.00 <br />60.00 <br />0.00 <br />30.00 <br />20 <br />TYPE MV4 WEARING. 0011250 MIXTURE <br />TON <br />340 CO <br />5]2.50 <br />571..50 <br />563.50 <br />54.00 <br />0.00 <br />30.00 <br />273.80 <br />519,850.50 <br />21 <br />TYPE MV4 WEARING COURSE MIXTURE (DRIVEWAY) <br />TON <br />TON <br />LF <br />10.00 <br />420 C0 <br />350.00 <br />000 <br />0.00 <br />0.00 <br />60.00 <br />30.00 <br />50.00 <br />12.00 <br />390.08 <br />6.1.00 <br />6870.00 <br />626.720.40 <br />6256.00 <br />22 <br />TYPE LV3 NON-WEARING COURSE MIXTURE (BASE) <br />23 <br />44NCH PERF PE PIPE DRAIN <br />24 <br />12" RC PIPE 590062 DES 3003, CLV <br />LE <br />9000 <br />51900 <br />0.00 <br />60.00 <br />100.00 <br />51500.00 <br />25 <br />15' RC PIPE SEWER DES 3006. CLV <br />LF <br />1,039.00 <br />920.00 <br />000 <br />50.00 <br />1,039.00 <br />620.70000 <br />20 <br />18" RC PIPE SEWER DES 3006, CL III <br />is <br />27.00 <br />522.00 <br />0.00 <br />50.00 <br />23.00 <br />9506.00 <br />27 <br />CONNECT TO EXISTING STORM SEWER <br />EACH <br />100 <br />31,05000 <br />0.00 <br />60.00 <br />1.00 <br />$1050.00 <br />28 <br />IN STALL HYDRANT AND VALVE <br />EACH <br />1.00 <br />64,237.00 <br />0.00 <br />50.00; 1.00 <br />54,237.00 <br />29 <br />ADJUST VALVE BOX <br />EACH <br />4.00 <br />3400.00 <br />000 <br />60.00 <br />8.00 <br />63,200.00 <br />30 <br />4" WATERMAIN INSULATION <br />SY <br />160.00 <br />52500 <br />0.00 <br />50.00 <br />160.00 <br />54.000.00 <br />3) <br />COW DRAINAGE STRUCTURE DESIGN SPECIAL 24"X36" <br />EACH <br />4.00 <br />61,400.00 <br />0.00 <br />60.00 <br />4.00 <br />65,800.00 <br />32 <br />CONST DRAINAGE STRUCTURE DESIGN 46.4020 <br />EACH <br />7.00 <br />51,51000 <br />000 <br />50.00 <br />700 <br />$10,570.00 <br />33 <br />CASTING ASSE(ABLY <br />EACH <br />2.00 <br />3730.00 <br />0.00 <br />60.00 <br />2.00 <br />31,160.00 <br />34 <br />RECONSTRUCT MANHOLE <br />EACH <br />1.00 <br />61550.00 <br />0,00 <br />60.00 <br />1.00 <br />61,550.00 <br />35 <br />LOWER MANHOLE SPECIAL <br />EACH <br />100 <br />62.00000 <br />0.00 <br />30.00 <br />1,00 <br />62.000,00 <br />36 <br />CONCRETE CURB & GUTTER DESIGN 8618 <br />LF <br />2,620.00 <br />51060 <br />0.00 <br />5000 <br />2,692.70 <br />928,542.02 <br />37 <br />CONCRETE DRIVEWAY APRON (6" THICK) <br />SY <br />SY <br />SY <br />40.00 <br />25.00 <br />00.00 <br />645.00 <br />554.00 <br />00 <br />345.00 <br />0.00 <br />000 <br />0.00 <br />50.00 <br />30.00 <br />5000 <br />24.50 <br />24.10 <br />150 <br />1.5 <br />61.102.50 <br />6130140 <br />66.817,50 <br />38 <br />CONCRETE DRIVEWAY APRON (0" THICK) <br />CONCRETE DRIVEWAY PAVEMENT S. THICK <br />39 <br />40 <br />INSTALL SALVAGED MAILBOX <br />EACH <br />5.03 <br />675.00 <br />0.00 <br />50.00 <br />400 <br />3300.00 <br />41 <br />LANDSCAPE EDGER <br />LF <br />250.00 <br />$0.00 <br />000 <br />50.00 <br />143.00 <br />51,144,00 <br />42 <br />INSTALL STONE RETAINING WALL <br />SF <br />220.00 <br />630.03 <br />0.00 <br />60.00 <br />388.00 <br />311840.00 <br />43 <br />TRAFFIC CONTROL <br />LS <br />1.00 <br />6150000 <br />0.10 <br />3150.00 <br />1.00 <br />31,500.00 <br />44 <br />F 3I SIGN PANEL <br />57 <br />42.25 <br />621.50 <br />0.00 <br />60.00 <br />42.25 <br />3908.38 <br />45 <br />021 SIGN POST <br />EACH <br />8.00 <br />34500 <br />0.03 <br />30.00 <br />8.00 <br />936000 <br />46 <br />INS7ALL SALVAGED SIGN <br />EACH <br />3.03 <br />612500 <br />0.00 <br />5000 <br />0.00 <br />30.00 <br />2 <br />
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