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SUBSTANTIAL COMPLETION DATE <br />ORIGINAL: October 15.2011 <br />REVISED: <br />PARTIAL PAY ESTIMATE N2 <br />FROM: July 2, 2011 <br />TO; July 20, 2011 <br />CONTRACTOR: T.A. SCHIFSKY AND SONS <br />ADDRESS: 2370 E. HIGHWAY 38, NORTH SAINT PAUL, MN 55109 <br />OWNER: CITY OF LITTLE CANADA <br />PROJECT: 2011 STREET AND UTILITY IMPROVEMENTS <br />AMOUNT OF CONTRACT <br />ORIGINAL: 5 733,52107 <br />REVISED: <br />ITEM <br />NO. <br />ITV 4 DESCRIPBON <br />UNIT <br />ORIGINAL CONTRACT <br />QTY,` UNIT PRICE <br />THIS PERIOD <br />OTY. TOTAL PRICE <br />TOTAL TO DATE <br />QTY. TOTAL PRICE <br />SCHEDULE 10 - DIANNA LANE <br />1 <br />2021.501 <br />MOBILIZATION <br />LS <br />100 <br />515,000.00 <br />0.00 <br />00.00 <br />0.00 <br />30.00 <br />2 <br />2101502 <br />CLEARING <br />TREE <br />22.00 <br />511526 <br />0.00 <br />50.00 <br />21.00 <br />52420.46 <br />3 <br />2101.507 <br />GRUBBING <br />TREE <br />22,00 <br />530.60 <br />0.00 <br />50.0D <br />21.00 <br />0842.60 <br />4 <br />2104.501 <br />REMOVE SEWER PIPE (STORM) <br />LF <br />433.00 <br />57.14 <br />461.00 <br />53434.34 <br />481.00 <br />03.434,34 <br />5 <br />2104.501 <br />REMOVE CONCRETE CURD AND GUTTER <br />LF <br />87.00 <br />52,04 <br />0.00 <br />$0.00 <br />000 <br />50.00 <br />6 <br />2104.505 <br />REMOVE CONCRETE PAVEMENT <br />SY <br />150.00 <br />52.04 <br />0.00 <br />50.00 <br />0.00 <br />7 <br />2104.505 <br />REMOVE BITUMINOUS PAVEMENT <br />SY <br />72250D <br />51.63 <br />1422,00 <br />02 317 80 <br />1,422.00 <br />32,31)86 <br />8 <br />2104.509 <br />REMOVE DRAINAGE STRUCTURE <br />EACH <br />600 <br />5153,00 <br />6.00 <br />5910.00 <br />6.00 <br />5918.00 <br />9 <br />2104.511 <br />SAW CUT CONCRETE ()FULL DEPTH) <br />L7 <br />130.00 <br />52,00 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />10 <br />2104.513 <br />SAW CUT BITUMINOUS (FULL DEPTH) <br />LF <br />340.00 <br />52.00 <br />0.00 <br />50,00 <br />000 <br />50.00 <br />11 <br />2104.523 <br />SALVAGE MAILBOX <br />L5 <br />1.00 <br />5500:00 <br />1,00 <br />5500.00 <br />1.00 <br />550000 <br />12 <br />2104.523 <br />SALVAGE DRIVEWAY PAVERS <br />SF <br />69000 <br />5100 <br />000 <br />5000 <br />0,00 <br />0000 <br />13 <br />2104.523 <br />SALVAGE B REINSTALL LANDSCAPING <br />SF <br />1175.00 <br />51.00 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />14 <br />2104.523 <br />SALVAGE LIGHT POLE <br />EACH <br />1.00 <br />5250.00 <br />0.00 <br />60.00 <br />0.00 <br />5000 <br />15 <br />2105.501 <br />COMMON EXCAVATION (P) <br />CY <br />2.30000 <br />5510.20 <br />0.00 <br />50.00 <br />000 <br />5000 <br />16 <br />2105.501 <br />POND EXCAVATION (RAINWATER GARDEN) <br />CY <br />212.00 <br />5t4.36 <br />0.0D <br />50.00 <br />0.00 <br />50.00 <br />17 <br />2105;522 <br />SELECT GRANULAR B O R R O W ( E V ) _..�. _... ".._.,..,. <br />CY <br />2560.00 <br />_., .._. 515.61 <br />$1300 <br />„ ",_ - 0.00 <br />18 <br />2105.525 <br />TOPSOIL BORROW <br />CY <br />450,00 <br />513.52 <br />0.00 <br />5000 <br />0,00 <br />$0.00 <br />19 <br />2105.604 <br />GEOTEXTILE FABRIC <br />SY <br />7,370.00 <br />52.04 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />20 <br />2123,61 <br />EXPLORATORY DIGGING <br />HR <br />10,00 <br />548500 <br />0.50 <br />5242.50 <br />0.50 <br />5242.50 <br />21 <br />2211,501 <br />AGGREGATE BASE CLASS 5 <br />4.85000 <br />510.009875 <br />5962.50 <br />5962.50 <br />22 <br />2131.502 <br />CALCIUM CHLORIDE <br />GAL <br />1700.00 <br />50.01 <br />2500.00 <br />525.00 <br />2500.00 <br />52500 <br />23 <br />2232.501 <br />MILL BITUMINOUS PAVEMENT <br />5Y <br />16.00 <br />510.00 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />24 <br />2350.501 <br />TYPE MV4 WEAR COURSE MIXTURE <br />TON <br />550.00 <br />558.00 <br />0.00 <br />50.00 <br />000 <br />50.00 <br />25 <br />2350.501 <br />TYPE MV4 WEAR COURSE MIXTURE (DRIVEWAY) <br />TON <br />40.00 <br />5125.00 <br />0.00 <br />50.00 <br />0.00 <br />5000 <br />26 <br />2350.502 <br />TYPE LV3 NON WEARING COURSE MIXTURE (BASE) <br />TON <br />700,00 <br />557.00 <br />0.00 <br />50.00 <br />0.00 <br />5000 <br />27 <br />2501.602 <br />15- FLARED END SECTION WITRASHGUARD <br />EACH <br />1.00 <br />593840 <br />1.00 <br />5938.40 <br />I0D <br />6938,40 <br />28 <br />2502541 <br />4' PERF PE PIPE DRAIN W]SOCH <br />LF <br />5]70 <br />000 ......____ <br />"...__5000 <br />0.00 <br />$000 <br />29 <br />2503.545 <br />12' RC PIPE SEWER DES 3006 CLV <br />LE <br />150.00 <br />524.48 <br />172.00 <br />04,210.50 <br />172.00 <br />54210.56 <br />30 <br />2503.541 <br />15' RC PIPE SEWER DES 3006 CLV <br />LF <br />118.00 <br />525.52 <br />135.00 <br />53580,20 <br />135.00 <br />53580.20 <br />31 <br />2503.541 <br />18.520 PIPE SEWER DES 3006, CLIII <br />LE <br />5,061.00 <br />527.54 <br />1,103,00 <br />530 376.62 <br />1,103.00 <br />530 376.62 <br />32 <br />2503.541 <br />21" RC PIPE SEWER DES 3006 CLIII <br />15 <br />308.00 <br />530.60 <br />313.00 <br />59577.80 <br />313.00 <br />$9577.80 <br />33 <br />2503.541 <br />24' RC PIPE SEWER DES 3006. CLIII <br />LF <br />4.00 <br />554.06 <br />0.00 <br />5000 <br />0,00 <br />50.00 <br />34 <br />2503.602 <br />CONNECT TO EXISTING STORM SEWER <br />EACH <br />1.00 <br />091800 <br />1.00 <br />6918.00 <br />1.00 <br />591800 <br />35 <br />2503.602 <br />INSTALL NEW SANITARY AIR RELEASE VALVE <br />EACH <br />1.00 <br />5301020 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />36 <br />2503.003 <br />4' PVC SERVICE PIPE SCH 40 <br />LP <br />90.00 <br />51734 <br />0.00 <br />00.00 <br />0.00 <br />50.00 <br />37 <br />2504.602 <br />RELOCATE WATER SERVICE <br />EACH <br />200 <br />51,479,00 <br />1.00 <br />51,479.00 <br />100 <br />51,479.00 <br />38 <br />2504602 <br />ADJUST HYDRANT <br />LF <br />1.50 <br />541820 <br />0.00 <br />50.00 <br />0,00 <br />50.00 <br />39 <br />2504.602 <br />ADJUST VALVE BOX <br />EACH <br />..._.__. <br />50:00_.... <br />000 ._..., <br />50:00 <br />40 <br />2504.603 <br />1' TYPE K COPPER PIPE <br />LF <br />80.00 <br />522,44 <br />400 <br />009.76 <br />4.00 <br />$89.76 <br />a1 <br />2504.604 <br />WATERMAIN INSULATION <br />SY <br />4.00 <br />518.36 <br />100 <br />$1896 <br />100 <br />018.30 <br />42 <br />2508,502 <br />CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 "X36" <br />EACH <br />7.00 <br />5134540 <br />8.00 <br />510 771.23 <br />8.00 <br />010.771.20 <br />2 <br />