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11-09-11 Council Agenda
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SUBSTANTIAL COMPLETION DATE <br />ORIGINAL: OcIober 15, 2011 <br />REVISED: <br />PARTIAL PAY ESTIMATE 05 <br />FROM: Seplemeer 30, 2011 <br />TO: 041600 28, 2011 <br />CONTRACTOR: TA. SCHIFSKY AND SONS <br />ADDRESS: 2370 F. HIGHWAY 30. NORTH SAINT PAUL. MN 55109 <br />OWNER: CITY OF LITTLE CANADA <br />PROJECT: 2011 STREET AND UTILITY IMPROVEMENTS <br />AMOUNT OF CONTRACT <br />ORIGINAL: 5 733,52487 <br />REVISED: <br />TEM <br />NO. <br />TEM DE50RIPUON <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 />2021.501 <br />SCHEDULE 1.0 - DIANNA LANE <br />MOBILIZATION <br />LS <br />1.00 <br />515 000.00 <br />0.00 <br />50,00 <br />1.00 <br />515.000.00 <br />2 <br />2101.502 <br />CLEARING <br />TREE <br />22.00 <br />511536 <br />0.00 <br />50.00 <br />2300 <br />8265098 <br />3 <br />2101.507 <br />GRUBBING <br />TREE <br />22.00 <br />53060 <br />0.00 <br />50.00 <br />2100 <br />5642.60 <br />4 <br />2104.501 <br />REMOVE SEWER PIPE. (STORM) <br />L0 <br />433.00 <br />S7.14 <br />0.00 <br />50.00 <br />481.00 <br />53.434.34 <br />5 <br />2104.501 <br />REMOVE CONCRETE CURB AND GUTTER <br />1.0 <br />87.00 <br />52.04 <br />50.00 <br />91.00 <br />0185.64 <br />G <br />2104.505 <br />REMOVE CONCRETE PAVEMENT <br />SY <br />150.00 <br />5204 <br />0.00 <br />60.00 <br />115.00 <br />5234.60 <br />7 <br />2104.505 <br />REMOVE BITUMINOUS PAVEMENT <br />51' <br />7.225.00 <br />0163 <br />6.00 <br />09.78 <br />7.23100 <br />511.76053 <br />0 <br />2104.509 <br />REMOVE DRAINAGE STRUCTURE <br />EACH <br />6.00 <br />0153.00 <br />0.00 <br />00.00 <br />6.00 <br />5918.00 <br />9 <br />2104.511 <br />SAW CUT CONCRETE LFULL DEPTH) <br />LF <br />5200 <br />OOL <br />5000 <br />113.00 <br />5226.00 <br />10 <br />2104.513 <br />SAW CUT BITUMINOUS Ft1U DEPTH) <br />1.0 <br />340.00 <br />5200 <br />29600 <br />5508.00 <br />353.00 <br />0706.00 <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 />550000 <br />12 <br />2104.523 <br />SALVAGE DRIVEWAY PAVERS <br />SF <br />590.00 <br />5100 <br />0.00 <br />10.00 <br />284.00 <br />520400 <br />13 <br />2104.523 <br />SALVAGE & REINSTALL LANDSCAPING <br />SF <br />1.175.00 <br />5100 <br />1.023.00 <br />51023.00 <br />1023.00 <br />51023.00 <br />14 <br />2104.523 <br />SALVAGE LIGHT POLE <br />00000 <br />1.00 <br />5250.00 <br />0.00 <br />50.00 <br />0.00 <br />10.00 <br />15 <br />2105.501 <br />COMMON EXCAVATION (P) <br />CY <br />2,300.00 <br />310.20 <br />0.00 <br />50.00 <br />263500 <br />526 877 00 <br />16 <br />2105501 <br />POND EXCAVATION (RAINWATER GARDEN5 <br />CY <br />21200 <br />51428 <br />82.00 <br />51.17098 <br />82.00 <br />5147096 <br />17 <br />2105 522 <br />SELECT GRANIJIAR B0RROW(C10 <br />CY <br />2,56000 <br />61561 <br />000 <br />00.00 <br />2.16100 <br />333.733.21 <br />18 <br />2105.525 <br />TOPSOIL BORROW <br />GY <br />400.00 <br />313.52 <br />377.00 <br />5509704 <br />457.00 <br />56.17064 <br />09 <br />2105.604 <br />GEO1'EXTILF. FABRIC <br />SY <br />7,370.00 <br />52.04 <br />0.00 <br />50.00 <br />729000 <br />514.871.60 <br />20 <br />2123.61 <br />EXPLORATORY DIGGING <br />HR <br />10.00 <br />5485.00 <br />0.00 <br />5000 <br />600 <br />52.910.00 <br />21 <br />2211.501 <br />AGGREGATE BASE CL0065 <br />YON <br />485000 <br />51000 <br />0.00 <br />30,00 <br />3.574.39 <br />535 .743.90 <br />22 <br />2131.502 <br />CALCIUM CHLORIDE <br />GAL <br />1700.00 <br />30.01 <br />1,700.00 <br />51700 <br />4.20000 <br />54200 <br />23 <br />2232.501 <br />MILL BITUMINOUS PAVEMENT <br />SY <br />16.00 <br />310.00 <br />0.00 <br />5000 <br />0.00 <br />00.00 <br />24 <br />2350.500 <br />TYPE M114 WEAR COURSE MIXTURE <br />TON <br />550.00 <br />55600 <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 />812500 <br />6125 <br />07656.25 <br />0125 <br />37.656.25 <br />26 <br />2350.502 <br />TYPE LV3 NON WEARMG COURSE MIXTURE (BASE) <br />TON <br />700.00 <br />557.00 <br />0.00 <br />50.00 <br />691.53 <br />S39.417.21 <br />27 <br />1 2501.602 <br />15" FLARED END SECTION W/TRASHGUARD <br />6ACH <br />100 <br />3938.40 <br />0.00 <br />50.00 <br />1.00 <br />593040 <br />28 <br />2502.541 <br />4" PERF PE PIPE DRAIN W1000K __..,,. __.,. <br />LF <br />52.70 <br />5421.20 <br />3.414.00 <br />29 <br />2503.541 <br />12` RC PIPE SEWER DES 3005. CLV <br />LF <br />151.00 <br />324.48 <br />0.00 <br />50.00 <br />17200 <br />54.210.50 <br />30 <br />2503.541 <br />15" RC PIPE SEWER DES 3006. CLV <br />LF <br />118.00 <br />526.52 <br />0.00 <br />30.00 <br />135.00 <br />53.580.20 <br />31 <br />2503541 <br />16' RC PIPE SEWER DES 300604111 <br />LF <br />327.54 <br />0.00 <br />$0.00 <br />4103.00 <br />030,370.62 <br />32 <br />2503541 <br />21" RC PIPE SEWER DES 3006 CL111 <br />LF <br />308.00 <br />530.60 <br />000 <br />30.00 <br />313.00 <br />59,577.80 <br />33 <br />2503.541 <br />241190 PIPE SEWER DES 3006,01111 <br />1.0 <br />4.00 <br />554.06 <br />0.00 <br />50,00 <br />0.00 <br />30.00 <br />34 <br />2503.602 <br />CONNECT TO EXISTING STORM SEWER <br />EACH <br />1.00 <br />391800 <br />.,_ <br />0.00 <br />30.00 <br />1.00 <br />3918.00 <br />2503.602 <br />INSTALL NEW SANI'T'ARY AIR RELEASE VALVE <br />EACH <br />33.019.20 <br />1.00 <br />53,019.20 <br />_,. <br />1.00 <br />33,010.20 <br />_35 <br />36 <br />2503.603 <br />4" PVC SERVICE PIPE SCH40 <br />LF <br />8000 <br />317.34 <br />0.00 <br />30.00 <br />0.00 <br />50.00 <br />37 <br />2504602 <br />RELOCATE WATER SERVICE <br />EACH <br />2.03 <br />01,479.00 <br />0.00 <br />50.00 <br />400 <br />01479.00 <br />38 <br />2504602 <br />ADJUST HYDRANT <br />LF <br />1.50 <br />5418.20 <br />1.00 <br />5418.20 <br />1.00 <br />0418.20 <br />39 <br />! 2504.602 <br />ADJUST VALVE BOX <br />EACH <br />3.00 <br />5275.40 <br />3.00 <br />582620 <br />3.00 <br />5026.20 <br />40 <br />2504.603 <br />1' TYPE K COPPER PIPE <br />LF <br />8000 <br />322,44 <br />0.00 <br />50.00 <br />12.00 <br />026930 <br />41 <br />2504.604 <br />WATERMAIN INSULATION <br />SY <br />4.00 <br />51836 <br />0.00 <br />50.00 <br />17.00 <br />3312.12 <br />42 <br />2506,502 <br />CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 "X36" <br />EACH <br />7.00 <br />01346.40 <br />0.00 <br />50.00 <br />8.00 <br />510,771.20 <br />2 <br />
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