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SUBSTANTIAL COMPLETION DATE <br />ORIGINAL: O2OYer 15, 2011 <br />REVISED: <br />PARTIAL PAY ESTIMATE 57 <br />FROM: December 16, 2011 <br />TO: JUne29,2012 <br />CONTRACTOR: TA. 5CHIFSKY 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: $ 733.52187 <br />REVISED: <br />ITEM <br />N0. <br />ITEM 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 />1 <br />2021501 <br />SCHEDULE 1.0 - DIANNA LANE <br />MOBILIZATION <br />LS <br />100 <br />515000.00 <br />0.00 <br />50.00 <br />100 <br />51500000 <br />2 <br />2101.502 <br />CLEARING <br />TREE <br />22.00 <br />511526 <br />0.00 <br />5000 <br />23.0D <br />52.650.98 <br />3 <br />2101.507 <br />GRUBBING <br />TREE <br />22.00 <br />030.00 <br />0.00 <br />6000 <br />21.00 <br />5642.60 <br />4 <br />2104.501 <br />REMOVE SEWER POPE (STORM) <br />LF <br />43300 <br />67.14 <br />000 <br />50.00 <br />48100 <br />53434.34 <br />5 <br />2104.501 <br />REMOVE CONCRETE CURB AND GUTTER <br />LF <br />67.00 <br />52.04 <br />0.00 <br />50.00 <br />91.0D <br />518564 <br />6 <br />2104.505 <br />REMOVE CONCRETE PAVEMENT <br />SY <br />150.00 <br />52.04 <br />0.00 <br />5000 <br />115.00 <br />523460 <br />7 <br />2104.505 <br />REMOVE BITUMINOUS PAVEMENT <br />)2250D <br />5163 <br />0.00 <br />50.00 <br />7.23100 <br />511785.53 <br />8 <br />2104.509 <br />REMOVE DRAINAGE STRUCTURE <br />EACH <br />600 <br />5153.00 <br />0.00 <br />5003 <br />6.00 <br />5918.00 <br />9 <br />2104.511 <br />SAW CUT CONCRETE1fint. DEPTH; <br />If <br />13000 <br />5200 <br />0.00 <br />50,00 <br />113.00 <br />5226.00 <br />10 <br />2104.513 <br />SAW CUT BITUMINOUSJ5ULL DEPTR <br />LF <br />34000_ <br />52.00 <br />0.00 <br />50.00 <br />353,00 <br />5705.00 <br />11 <br />2104.523 <br />SALVAGE MAILBOX <br />LS <br />1.00 <br />5500,00 <br />0.00 <br />50.00 <br />1.00 <br />5500.00 <br />12 <br />2104.523 <br />SALVAGE DRIVEWAY PAVERS <br />5F <br />69000 <br />51,00 <br />0.00 <br />5000 <br />284.00 <br />520303 <br />13 <br />2104.523 <br />SALVAGE 6 REINSTALL LANDSCAPING <br />SF <br />1,175.00 <br />51.00 <br />0.00 <br />5020 <br />1043,00 <br />51043 00 <br />14 <br />2104523 <br />SALVAGE LIGHT POLE <br />_ <br />EACH <br />1.00 <br />5250.00 <br />000 <br />50.00 <br />0.00 <br />50,00 <br />15 <br />2105.501 <br />COMMON EXCAVATION LP) <br />2300.00 <br />510.20 <br />000 <br />5000 <br />263500 <br />526 877 00 <br />16 <br />2105.501 <br />POND EXCAVATION RAINWATER GARDEN <br />212.00 <br />914.28 <br />000 <br />S000 <br />207.0D <br />52.955.96 <br />17 <br />2105.522 <br />SELECT GRANULAR 60RROW (01.0 <br />CY <br />2.58500 <br />515.61 <br />0.00 <br />2437,60 <br />538 050,94 <br />18 <br />2105.525 <br />TOPSOIL BORROW <br />CY <br />46000 <br />$1352 <br />3_20 <br />543.26 <br />_„ <br />47420. <br />56,411.10 <br />19 <br />2105.604 <br />GEOTEXTILE FABRIC <br />SY <br />7.370.00 <br />52,04 <br />0.00 <br />50.00 <br />729000 <br />51987160 <br />20 <br />212361 <br />EXPLORATORY DIGGING <br />HR <br />1000 <br />5485.00 <br />000 <br />50.00 <br />22.50 <br />510 912.50 <br />21 <br />2211.501 <br />AGGREGATE BASE CLASS <br />ON <br />405000 <br />5)0_00 <br />COQ <br />5000 <br />3]4.39 <br />_ 535743.90 <br />22 <br />2131502 <br />CALCIUM CHLORIDE <br />GAL <br />1700.00 <br />50.01 <br />0.00 <br />50,00 <br />4200.00 <br />542,00 <br />23 <br />2232501 <br />MILL BITUMINOUS PAVEMENT <br />_ SY <br />1600 <br />_.. $10,00 <br />0,00 <br />....,_10.00 <br />000 <br />24 <br />2350.501 <br />TYPE MV4 WEAR COURSE MIXTURE <br />TON <br />550.00 <br />55800 <br />560.70 <br />532 52060 <br />560.70 <br />532520.60 <br />25 <br />2350.501 <br />TYPE MV4 WEAR COURSE MIXTURE (ORIVE'WAY)_ <br />TON <br />40.00 <br />5125.00 <br />0.00 <br />50.00 <br />71.56 <br />50945.00 <br />26 <br />i 2350.502 <br />TYPE L V 3 NON WEARING COURSE MIXTURE (BASE) <br />TON <br />70000. <br />S57.00 <br />50.00 <br />747.36 <br />542.599.52 <br />27 <br />2501.602 <br />15' FLARED END SECTION W /TRASIIGUARD <br />EACH <br />1.00 <br />593840 <br />_ <br />0.00 <br />50.00 <br />1.00 <br />_ <br />5938.40 <br />28 <br />2502.541 <br />4" PERE PE PIPE DRAIN VV/SOCK <br />LF <br />3.600.00 <br />0,00 <br />3,414.00 <br />59,21280 <br />29 <br />2503.541 <br />12' RC PIPE SEWER DES 3005. CLV <br />LF <br />151.00 <br />524.48 <br />000 <br />50.00 <br />172,00 <br />54210.56 <br />30 <br />2503.541 <br />15' RC PIPE SEWER DOS 3006. CLV <br />Lf <br />118.00 <br />526.52 <br />0.00 <br />5000 <br />135.00 <br />53.58020 <br />31 <br />2503541 <br />18" RC PIPE SEWER DES 30066. CULT <br />I LF <br />106100 <br />527.54 <br />0.00 <br />50.00 <br />110300 <br />530.376.62 <br />32 <br />2503.541 <br />21" RC PIPE SEWER DES 3006 06001 <br />LF <br />308 C0 <br />53660 <br />000 <br />50.00 <br />313.00 <br />59.577,80 <br />33 <br />2503,541 <br />24' RC PIPE SEWER CIES 3006. 06111 <br />LF <br />400 <br />554.06 <br />000 <br />5000 <br />0.00 <br />50.00 <br />34 <br />2503.602 <br />CONNECT TO EXISTING STORM SEWER <br />EACH <br />100 <br />5918.00 <br />0.00 <br />50.00 <br />500 <br />591800 <br />35 <br />2503.602 <br />INSTALL NEW SANITARY AIR RELEASE VALVE <br />EACH <br />100 <br />53019.20 <br />0.00 <br />5000 <br />100 <br />53,01920 <br />36 <br />2503.603 <br />4" PVC SERVICE PIPE 501140 <br />LF <br />8000 <br />517.34 <br />0.00 <br />50.00 <br />0.00 <br />90.00 <br />37 <br />2504.602 <br />RELOCATE WATER SERVICE <br />EACH <br />2.00 <br />51,47900 <br />0.00 <br />50.00 <br />3.00 <br />544 3]00 <br />38 <br />2504.602 <br />ADJUST HYDRANT <br />LF <br />1.50 <br />5418.20 <br />0.00 <br />50.00 <br />1.00 <br />5418.20 <br />39 <br />2504.607 <br />A04051 VALVE BOX <br />EACH <br />_ <br />300 <br />527540 <br />1.00 <br />5275.40 <br />400 <br />51.10160 <br />40 <br />2506603 <br />1' TYPE K COPPER PIPE <br />LF <br />80.00 <br />522.44 <br />0.00 <br />50.00 <br />12.00 <br />I 526928 <br />41 <br />2509604 <br />WATERMAIN INSULATION <br />5Y <br />40D <br />51836 <br />000 <br />50.00 <br />17.00 <br />5312.12 <br />42 <br />2506.502 <br />CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 'X36' <br />EACH <br />700 <br />5134040 <br />000 <br />5000 <br />800 <br />510.771 20 <br />2 <br />