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SUBSTANTIAL COMPLETION DATE <br />ORIGINAL: October 15, 2011 <br />REVISED: <br />PARTIAL PAY ESTIMATE 85 (FINAL) <br />FROM: Jute 30, 2011 <br />TO: August 31. 2012 <br />CONTRACTOR: T.A. SCHIFSKY AND SONS <br />ADDRESS: 2370 E. HIGHWAY 36, NORTH SAINT PAUL, MN 55109 <br />OWNER: CITY OF LITTLE CANADA <br />PROJECT: 2011 STREET AND UTILITY IMPROVEMENTS <br />AMOUNT OF CONTRACT <br />ORIGINAL: 5 733,521 87 <br />REVISED: <br />ITEM <br />N0, <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- DIANNA LANE <br />1 <br />2021.501 <br />MOBILIZATION <br />LS <br />1.00 <br />51500000 <br />0.00 <br />$0.00 <br />1.00 <br />515000.00 <br />_ <br />2101.502 <br />CLEARING <br />TREE <br />22.00 <br />5115.26 <br />1.00 <br />5115.26 <br />24.00 <br />52.766.24 <br />3 <br />2101.507 <br />GRUBBING <br />T0E0 <br />22.00 <br />530.60 <br />0.00 <br />50.00 <br />21.00 <br />5642.60 <br />4 <br />2104.501 <br />REMOVE SEWER PIPE STORM <br />LE <br />433.00 <br />5714 <br />0.00 <br />50.00 <br />481.00 <br />53434.34 <br />5 <br />2104.501 <br />REMOVE CONCRETE CURB AND GUTTER <br />LF <br />87.00 <br />52.04 <br />0.00 <br />30.00 <br />91.00 <br />5185.64 <br />_ <br />6 <br />2104.505 <br />REMOVE CONCRETE PAVEMENT <br />SY <br />150.00 <br />62.04 <br />13.00 <br />626.52 <br />128.00 <br />5261.12 <br />7 <br />2104.505 <br />REMOVE BITUMINOUS PAVEMENT <br />SY <br />722500 <br />81.63 <br />0.00 <br />50.00 <br />7231.00 <br />611 786.53 <br />8 <br />2104509 <br />REMOVE DRAINAGE STRUCTURE <br />EACH <br />6.00 <br />5153,00 <br />0.00 <br />30.00 <br />6.00 <br />5918.00 <br />9 <br />2104.511 <br />SAW CUT CONCRETE (FULL DEPTH) <br />® <br />1,F <br />LS <br />SF <br />130.00 <br />340.00 <br />1.00 <br />590,00 <br />32.00 <br />52.00 <br />5500_00 <br />61.00 <br />0,00 <br />0.00 <br />30.00 <br />$0.00 <br />113.00 <br />353.00 <br />5226.00 <br />5706.00 <br />10 <br />2104.513 <br />SAW CUT BITUMINOUSIFULL DEPTH) <br />11 <br />12 <br />2104.523 <br />2104.523 <br />SALVAGE MAILBOX <br />0.00_._ <br />0.00 <br />30.00 <br />1.00 <br />284.00 <br />5500.00 <br />528400 <br />SALVAGE DRIVEWAY PAVERS <br />80.00 <br />13 <br />14 <br />2104523 <br />2104523 <br />SALVAGE& REINSTALL LANDSCAPING <br />SALVAGE LIGHT POLE <br />SF <br />EACH <br />1,175.00 <br />1.00 <br />51,00000 <br />5250.00 <br />0.00 <br />80001_043.0051,043.00 <br />30.00 <br />0.00 <br />$0.00 <br />15 <br />2105.501 <br />COMMON EXCAVATION P <br />CY <br />2300.00 <br />510.20 <br />0.00 <br />50.00 <br />2,635.00 <br />526,877 An <br />529. <br />5 3 8 . 0 5 0,94 <br />$6908 ,72 <br />514,981.76 <br />311,83400 <br />16 <br />POND EXCAVATION (RAINWATER GARDEN) <br />SELECT GRANULAR 80RROW,(CV1__ _ <br />TOPSOIL BORROW <br />GEOTEXTILE FABRIC ____.. ___________________.____. <br />EXPLORATORY DIGGING <br />CY <br />CY <br />CY_... <br />SY <br />HR <br />212.00 <br />2.560.00 <br />_._ 46000 <br />7.370.00 <br />10.00 <br />514.20 <br />_ 515.610.00 <br />31352 <br />32.04 <br />5485.0D <br />0.00 <br />50.00 <br />5 0 . 0 0 <br />349]54511.00 <br />3110_16 <br />207.00 <br />2 , ± 3 7 , 6 0 <br />7_344.00 <br />24.40 <br />- 17_ <br />.,. 18 <br />19..... <br />20 <br />_2105.501 <br />_ 2105.522 <br />210.4.525_., <br />2105.604 <br />2123.61 <br />36.80 <br />54.00 <br />1,90 <br />5921.50 <br />21 <br />22 <br />211501 <br />2131.502 <br />AGGREGATE BASE CLASS S <br />CALCIUM CHLORIDE <br />T0N... -. <br />CAL <br />485000 <br />1.700,00 <br />510.00 <br />50.01 <br />300.00 <br />0.00 <br />S3000.00 <br />30.00 <br />3.874.39 <br />53874390 <br />4.200,00 <br />342.00 <br />23 <br />2232.501 <br />MILL BITUMINOUS PAVEMENT <br />3Y <br />16.00 <br />510.00 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />-24 <br />25. <br />Z6 <br />2350501 <br />2350501 <br />2350.502 <br />TYPE MV4 WEAR COURSE MIXTURE <br />TYPE MV4 WEAR COURSE MIXTURE ( DRIVEWAY) <br />TYPE LV3 NON WEARING COURSE MIXTURE BAS E <br />TO <br />705 <br />7024 <br />550.00,. -., <br />4200 <br />700.00 <br />-__ 558.00 <br />S12500 <br />557.00 <br />0.00 <br />000 <br />0.00 <br />50.00 <br />$000 <br />560.70 <br />532.52060 <br />5014100 <br />342.599.52 <br />71.56 <br />747.36 <br />_ <br />50.00 <br />2] <br />28 <br />2501.60215'FIAREOENOSECTION <br />2502.541 <br />W/rRASHGUARO__.__,_,___..,__ <br />4" PERF PE PIPE DRAIN MOCK <br />EACH <br />LF <br />1.00..__._ <br />3.600.00 <br />503840 <br />32.70 <br />0.00 <br />0.00 <br />30.00 <br />30.00 <br />1.00 <br />593840 <br />39217.00 <br />3.414.00 <br />92503.541 <br />30 <br />2503541 <br />12" RC PIPE SEWER DES 3006:CLV <br />15' RC PIPE SEWER DES 3006, CLV <br />LF <br />LF <br />151.00 <br />110.00 <br />524,48 <br />000 <br />50.00172.00 <br />50.00 <br />135.00 <br />54210.56 <br />526.52 <br />0.00 <br />33.580.20 <br />31 <br />2503.541 <br />18" RC PIPE SEWER 0053006 CLIII <br />I.F <br />1061.00 <br />527.54 <br />0.00 <br />80.00 <br />1103.00 <br />330.37602 <br />32 <br />2503.541 <br />21" RC PIPE SEWER DES 3006 CLIII <br />LF <br />308.00 <br />530.60 <br />0.00 <br />60.00 <br />313.00 <br />59577.80 <br />33 <br />2503.541 <br />24" RC PIPE SEWER DES 3006. CLIII <br />LF <br />4.00 <br />854.06 <br />0.00 <br />50.00 <br />0.00 <br />30.00 <br />3A <br />2503.602 <br />CONNECT TO EXISTING STORM SEWER <br />EACH <br />1.00 <br />5918.00 <br />0.00 <br />50.00 <br />1.00 <br />5918.00 <br />2503.003 <br />2504.602 <br />I 12503.602 <br />2504.602 <br />2504.602 <br />2504.603 <br />2504.604 <br />2506.502 <br />INSTALL NEW SANITARY AIR RELEASE VALVE <br />EACH <br />1.00 00 <br />53019.20 <br />0.00 <br />50.00 <br />1.00 <br />5301820 <br />T' PVC SERVICE PIPE SCH 40 <br />LF <br />80.00 <br />31]34 <br />0.00 <br />50.00 <br />0.00 <br />30.00 <br />RELOCATE WATER SERVICE <br />EACH <br />2.00 <br />51 479.00 <br />0.00 <br />50.00 <br />3.00 <br />54437.00 <br />ADJUST HYDRANT <br />LF <br />1.50 <br />5418.20 <br />0.00 <br />50.00 <br />1.00 <br />5410' - <br />ADJUST VALVE BOX <br />EACH <br />3.00 <br />527540 <br />0.00 <br />50.0D <br />4.00 <br />31.1. <br />1" K COPPER PIPE <br />LF <br />80.00 <br />522.44 <br />0.00 <br />30.00 <br />12,00 <br />5269.28 <br />WATERMAIN INSULATION <br />SY <br />4.00 <br />518.36 <br />0.00 <br />50.00 <br />17.00 <br />5312.12 <br />CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 "X36" <br />EACH <br />7.00 <br />31 34040 <br />0.00 <br />50.00 <br />8.00 <br />510.771.20 <br />2 <br />