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SUBSTANTIAL COMPLETION DATE <br />ORIGINAL: February 27, 2015 <br />REVISED: <br />PARTIAL PAY ESTIMATE #1 <br />FROM: November 17, 2014 <br />TO: December 30, 2015 <br />CONTRACTOR: R.L. LARSON <br />ADDRESS: 225512TH STREET SE, 5T. CLOUD, MN 56304 <br />OWNER: CIN OF LITRE CANADA <br />PROJECT: KELLER PARKWAY LIFTSTATION IMPROVEMENTS <br />AMOUNT OP CONTRACT <br />ORIGINAL: $296.150.01 <br />REVISED: <br />ITEM <br />NO. <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 />SCHEDULE 1.0 - SCHLETTY DRIVE STREET <br />1 <br />2021.501 <br />MOBILIZATION <br />LS <br />1.00 <br />560.000.00 <br />1.00 <br />$60.000.00 <br />1.00 <br />560,000.00 <br />2 <br />2109.501 <br />REMOVE GUARD RAIL <br />LE <br />1500 <br />530.00 <br />15.00 <br />$950.00 <br />15.00 <br />3450.00 <br />3 <br />2104.523 <br />SALVAGE LIFT STATION <br />EACH <br />1.00 <br />510,000.00 <br />1.00 <br />310,000.00 <br />1.00 <br />310,000.00 <br />4 <br />2104.525 <br />ABANDON SEWER PIPE (SANITARY) <br />LF <br />15.00 <br />5160.00 <br />15.00 <br />52.400.00 <br />15.00 <br />32,400.00 <br />5 <br />2104.525 <br />ABANDON LIFT STATION WET WELL <br />EACH <br />100 <br />36000.00 <br />1.00 <br />36.000,00 <br />1.00 <br />$6,000.00 <br />6 <br />2104.525 <br />ABANDON MANHOLE <br />EACH <br />1.00 <br />63.200.00 <br />1.00 <br />53.200.00 <br />1.00 <br />63,200.00 <br />7 <br />2105.525 <br />TOPSOIL BORROW <br />CY <br />50.00 <br />550.00 <br />0.00 <br />$0.00 <br />0.00 <br />60.00 <br />8 <br />2105.601 <br />SITE GRADING <br />LS <br />1.00 <br />62,00000 <br />000 <br />51.600.00 <br />0.80 <br />31,600.00 <br />9 <br />2105.601 <br />DEWATERING <br />LS <br />1.00 <br />30.01 <br />1.00 <br />30.01 <br />100 <br />30.01 <br />10 <br />2211,501 <br />AGGREGATE BASE CLASS 5 <br />TON <br />40.00 <br />350.00 <br />37 00 <br />51,850.00 <br />37.00 <br />51,850.00 <br />11 <br />2350.501 <br />TYPE SP12.5 WEAR COURSE MIXTURE <br />TON <br />10.00 <br />3265.00 <br />0,00 <br />50.00 <br />0.00 <br />30.00 <br />12 <br />2503.602 <br />INSTALL SALVAGED LIFT STATION <br />EACH <br />1.00 <br />$103.000.00 <br />1.00 <br />6103.000.00 <br />1.00 <br />3103.00000 <br />13 <br />2503.602 <br />CONNECT TO EXISTING SANITARY SEWER STRUCT <br />EACH <br />2.00 <br />32,800.00 <br />2.00 <br />35.600.00 <br />2.00 <br />35,600.00 <br />14 <br />2503.602 <br />AIR RELIEF MANHOLE <br />EACH <br />1.00 <br />521,000.00 <br />1.00 <br />321.00000 <br />1.00 <br />321,000.00 <br />15 <br />2503.603 <br />8" PVC PIPE SEWER SDR 35 <br />LF <br />35.00 <br />6110.00 <br />35.00 <br />33.85000 <br />35.00 <br />53,850.00 <br />16 <br />2503603 <br />4"HDPE SANITARY FORCEMAIN <br />LF <br />2,490.00 <br />325.00 <br />2490.00 <br />362.250.00 <br />2490.00 <br />582.250.00 <br />17 <br />2563.601 <br />TRAFFIC CONTROL <br />LS <br />1.00 <br />64.200.00 <br />1.00 <br />34,200.00 <br />1.00 <br />34,200.00 <br />18 <br />2573502 <br />SILT FENCE, TYPE MACHINE SLICED <br />LF <br />60000 <br />63.00 <br />688.00 <br />62.084.00 <br />68800 <br />52.064.00 <br />19 <br />2573.52 <br />SEDIMENT REMOVAL BACKHOE <br />HR <br />10.00 <br />$150.00 <br />0.00 <br />30.00 <br />0.00 <br />$0.00 <br />20 <br />2575.604 <br />SEEDING(TYPE 25-151) <br />SY <br />350.00 <br />$5.00 <br />0.00 <br />30.00 <br />0.00 <br />30.00 <br />SCHEDULE 1.0- SCHLETTY DRIVE STREET -- TOTAL <br />3287464.01 <br />6287,484.01 <br />BID SUMMARY <br />SCHEDULE 1.0 - SCHLETTY DRIVE STREET » TOTAL <br />TOTAL BID SUMMARY THIS PERIOD <br />TOTAL BID SUMMARY TO DATE <br />THIS PERIOD <br />6287,464.01 <br />3287,464.01 <br />TOTAL TO DATE <br />5287,464.01 <br />$287,464.01 <br />AMOUNT EARNED <br />AMOUNT RETAINED <br />MATERIAL ON SITE <br />MATERIAL DEDUCT. <br />PREVIOUS PAYMENTS <br />AMOUNT DUE <br />TOTAL THIS PERIOD <br />3287.464.01 <br />314,373.20 <br />30.00 <br />30.00 <br />6273,09081 <br />TOTAL TO DATE <br />5287 464.01 <br />614,373.20 <br />60.00 <br />$0.00 <br />60.00 <br />6273,090.81 <br />2 <br />