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SUBSTANTIAL COMPLETION OATS <br />ORIGINAL: 00:600r15,2011 <br />REVISED: <br />PARTIAL PAY ESTPAA10 01 <br />F0001: June 1.2011 <br />'(O: Jolt 1. 2011 <br />CONTRACTOR: T.A. 502105KY AND SONS <br />ADDRESS: 2370E HIGHWAY 36, NORTH SAINT PAUL, MN 55109 <br />OWNER: CITY OF LITTLE CANADA <br />PROJECT: 2011 STREET AND UTILITY IMPROVEMENTS <br />AMOUNT OP CONTRACT <br />ORIGINAL: S 733,521.87 <br />REVISED: <br />ITEM <br />NO. <br />ITEM DESCRIPTION <br />UNIT <br />ORIGINAL CONTRACT <br />OTT. UNIT PRICE <br />THIS PERIOD <br />TOTAL PRICE <br />TOTAL TO DATE <br />QTY. TOTAL PRICE <br />2 <br />2021.501 <br />SCHEDULE 1.0 - MANNA LANE <br />MOBILIZATION <br />LS <br />1,00 <br />505 000.00 <br />0.00 <br />00,00 <br />0.00 <br />50.00 <br />2 <br />2101502 <br />CLEARING <br />TREE <br />22.00 <br />511526 <br />21,00 <br />52420.10 <br />21.00 <br />52.420.46 <br />5 <br />2101.507 <br />GRUBBING <br />TREE <br />22.00 <br />530.60 <br />8100 <br />5542001 <br />21.00 <br />044260 <br />4 <br />2104.501 <br />REMOVE SEWER PIPE (STORM) <br />LE <br />433.00 <br />57.14 <br />0.00 <br />50.00 <br />0.00 <br />$0.00 <br />5 <br />2104501 <br />REMOVE CONCRETE CUR6 AND GUTTER <br />Cr <br />07,00 <br />5204 <br />0,00 <br />500 <br />0.00 <br />5000 <br />6 <br />2104505 <br />REMOVE CONCRETE PAVEMENT <br />SY <br />150.00 <br />52.04 <br />0.00 <br />00.0 <br />0.00 <br />5000 <br />] <br />2104.500 <br />REMOVE BITUMINOUS PAVEMENT <br />SY <br />7.22500 <br />51.63 <br />0.00 <br />00.00 <br />000 <br />5000 <br />0 <br />2104509 <br />REMOVE DRAINAGE STRUCTURE <br />EACH <br />,t <br />0.00 <br />515300 <br />0.00 <br />60.00 <br />000 <br />50.00 <br />9 <br />2104.011 <br />SAW CUT CONCRETE (FULL DEPTH) <br />LF <br />130.00 <br />52.00 <br />0.00 <br />00.00 <br />0.00 <br />50.00 <br />10 <br />21045'0 <br />SAW CUT BITUMINOUS flat, DEPTH)._ <br />LE <br />340.00 <br />5200 <br />0.00 <br />50.0 <br />000 <br />50.00 <br />1 <br />2104.523 <br />SALVAGE MAILBOX <br />LS <br />100 <br />5500.00 <br />0.00 <br />60.00 0.00 <br />5000 <br />12 <br />2104.623 <br />SALVAGE DRIVEWAY PAVERS <br />SE <br />59000 <br />5100 <br />0.00 <br />50.00, <br />0.00 <br />5000 <br />13 <br />2104.523 <br />SALVAGE 6' REINSTALL LANDSCAPING <br />SF <br />1.175.00 <br />51.00 <br />0.00 <br />5000 <br />0.00 <br />5000 <br />In <br />2104.523 <br />SALVAGE LIGHT POLL <br />6401 <br />1.00 <br />5250.00 <br />0.00 <br />5000 <br />0.00 <br />50,00 <br />15 <br />2105.501 <br />COMMON EXCAVATION (P) <br />CY <br />2 300.00 <br />51020 <br />0.00 <br />50.00 000 <br />5000 <br />10 <br />2105501 <br />POND EXCAVATION (RAINWATER GARDE <br />CY <br />212.00 <br />51428 <br />000 <br />50.00 <br />0.00 <br />50.00 <br />17 <br />2105.522 <br />SELECT GRANULAR BORROW(CV) <br />CY <br />2,500.00 <br />51501 <br />000 <br />50.0 <br />0.00 <br />5000 <br />15 <br />2105025 <br />TOPSOIL BORROW <br />CY <br />460.00 <br />003.52 <br />000 <br />50.00 <br />000 <br />5000 <br />19 <br />2100 604 <br />GEOTEXTILE FABRIC <br />SY <br />7,370.00 <br />52.04 <br />0.03 <br />5000. <br />0.00 <br />5000 <br />20 <br />2123.61 <br />EXPLORATORY DIGGING <br />HR <br />10.00 <br />5405.00 <br />0.00 <br />5000 0.00 <br />5000 <br />21 <br />22 n.501 <br />AGGREGATE 0550 CLASS 5 <br />TON <br />4,650.00 <br />51000 <br />10_00 0.00 <br />22 <br />2131.502 <br />CALCIUM CHLORIDE <br />GAL <br />1700.00 <br />50.01 <br />000 <br />50.0 0.00 <br />50_00 <br />23 <br />2232.501 <br />MILL BITUMINOUS PAVEMENT <br />SY <br />16.00 <br />51000 <br />000 <br />500 0.00 <br />50.00 <br />24 <br />2350.501 <br />TYPE MV4 WEAR COARSE MIXTURE <br />TON <br />550.00 <br />553.0 000 <br />50 00 000 <br />50.00 <br />25 <br />2350.501 <br />TYPE MV4 WEAR COURSE IMMURE :0RIVE'WAY) <br />TON <br />40.00 <br />5125.001 0.00 <br />S000 0.00 <br />S000 <br />26 <br />2350.502 <br />TYPE LV3 NON WEARING COURSE MIXTURE (BASE) <br />TON <br />70009 <br />557.00 0.00 <br />50.00 0.00 <br />5000 <br />27 <br />2001.602 <br />15" FLARED END SECTION WRRASHGUARO <br />65011 <br />100 <br />533040 0.00 <br />5000 000 <br />5000 <br />20 <br />2502.541 <br />4" PERF PE PIPE DRAIN VV/SOCK <br />LF <br />36000 <br />5270 0.00 <br />50.00 0.00 <br />5000 <br />29 <br />2503.541 <br />12' RC PIPE SEWER DES 3005. 00.0 <br />LP <br />151.00 <br />024.43 0.00 <br />5000 0.00 <br />5000 <br />30 <br />2503.541 <br />15" RC PIPE SEWER DES 30000, CLV <br />LE <br />116.00 <br />526.52 0.00 <br />5000 0.00 <br />5000 <br />2503.541 <br />Id" RC PIPESEWER DES 3005S1.111 <br />0.061,00 <br />527.54 <br />0.00 <br />50.00 <br />000 <br />2503.541 <br />21" RC PIPE SElVER DES 300"O,,CLIII <br />LF <br />30800 <br />$3060 <br />0.03 <br />5000 <br />0.00 <br />33 <br />25010041 <br />24' RC PIPE SEWER 0E6 30060(111 <br />LF <br />403 <br />05406 <br />000 <br />5000 <br />0.00 <br />00.00 <br />34 <br />2503.502 <br />TO EXISTING STORM SEWER <br />EACH <br />100 <br />5916.00 <br />0.00 <br />50.00 <br />50.00 <br />35 <br />2503.602 <br />INSTALL NEW SANITARY AIR RELEASE VALVE <br />EACH <br />100 <br />53010.26 0.00 <br />50.00 <br />,,.0.00 <br />0.00 <br />5000 <br />26 <br />2503.603 <br />4" PVC SERVICE PIPE 50(140 <br />LP <br />0000 <br />517.34 0.00 <br />00.00 <br />0.00 <br />1 00.00 <br />37 <br />2501 602 <br />RELOOA70 WATER SERVICE <br />EACH <br />2.00 <br />51 479.00 0.00 <br />5000 <br />0.00 <br />50.00 <br />38 <br />2504.602 <br />ADJUST HYD2WT <br />LF <br />1.50 <br />5410.20 0.00 <br />5000 <br />0.00 <br />53.00 <br />39 <br />2504.602 <br />ADJUST VALVE BOX <br />EACH <br />3.00 <br />5275.40 0.0 <br />5000 <br />0.00 <br />5500 <br />40 <br />2504.603 <br />)_TYPE K COOPER PIPE __. <br />LF <br />00.00 <br />022.44 _,..,.,,. 0.00 <br />5000 <br />0.00 <br />60.00 <br />41 <br />2504.604 <br />WATERMAN INSULATION <br />SY <br />.,, <br />518.36 0.00 <br />50.013 <br />50.00 <br />42 <br />2506.02 <br />_._._. <br />0014ST DRAINAGE STRUCTURE DESIGN SPECIAL 24X36 <br />EACH <br />7.00 <br />6134640 0.00 <br />50.00 <br />50.00 <br />2 <br />