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PARTIAL PAYMENT ESTIMATE <br /> 93 (FINAL) <br /> FROM: JUNE 16, 1993 <br /> TO: JULY 30, 1993 <br /> CONTRACTOR: F.M. FRATTALONE, INC <br /> ADDRESS: 3066 SPRUCE STREET, ST.PAUL <br /> OWNER: CITY OF ST.ANTHONY, MINNESOTA <br /> PROJECT: LOWRY GROVE WATERMAIN IMPROVEMENTS <br /> COMPLETION DATE AMOUNT OF CONTRACT: <br /> ORIGINAL: JUNE II, 1993 ORIGINAL 109,026.00 <br /> REVISED: REVISED S 122,776.00 <br /> ........... <br /> TAX: O DATE <br /> CON' dfifiAs THIS PERIOD TO :T <br /> QTY AMOUNT <br /> QT <br /> NIT, QTY,.]"::-,i::-UNIT <br /> QTY AMOUNT Q <br /> NO DESCRIPTION' <br /> . .. ... X. PRICE <br /> SCHEDULE 1.0 WATERMAIN <br /> I REMOVE EXISTING PAVEMENT SY 2180 1.30 0 0.00 2180 2834.00 <br /> 2 COMMON EXCAVATION CY 600 6.20 0 0.00 685 3627.00 <br /> 3 CLEAR& GRUBB TREE EA 2 200.00 0 0.00 2 400.00 <br /> 4 REMOVE CONC. SIDEWALK SF 11380 2.00 0 0.00 1424 2848.00 <br /> 5 REMOVE CONC. CURB& GUTTER LF 24 6.00 0 0.00 17 66.00 <br /> 6 TRAFFIC CONTROL(STINSON) LS 1 2000.00 0 0.00 1 2000.00 <br /> 7 EROSION CONTROL FENCING LF 200 4.00 0 0.00 0 0.00 <br /> 8 8" D.I.P. WATERMAIN LF 1620 28.00 0 0.00 1657 43696.00 <br /> 9 6" D.I.P. WATERMAIN LF 26 22.00 0 0.00 43 946.00 <br /> 10 4' D.I.P. WATERMAIN LF 70 20 0 0.00 36 720.00 <br /> 11 8"VALVE EA 2 800.00 0 0.00 2 1600.00 <br /> 12 6"VALVE EA 1 760.00 0 0.00 1 750.00 <br /> 13 4' VALVE EA 1 700.00 0 0.00 0.67 469.00 <br /> 14 6* X 6" X 6" TAPPING TEE EA 1 2000.00 0 0.00 1 2000.00 <br /> 15 HYDRANT-W/VALVE EA 2 1600-00 0 0.00 2 3200.00 <br /> 18 FITTINGS LBS 2600 2.00 0 0.00 1915 3830.00 <br /> 17 CONNECT TO EXIST.WATERMAIN EA 3 1000-00 0 0.00 2 2000.00 <br /> IS CONNECT TO TRAILER COURT SYS.EA 1 6000.00 0 0.00 1 5000.00 <br /> 19 CLASS 6 NATURAL AGGREGATE TON 800 8.00 0 0.00 748.25 6986.00 <br /> 20 COMMON BORROW(CV) CY 400 4.00 0 0.00 652.92 2611.68 <br /> 21 GRANULAR FOUNDATION MATL. TON 260 8.70 0 0.00 0 0.00 <br /> 22 4" CONCRETE SIDEWALK SF 1290 2.76 0 0.00 1284 3631.00 <br /> 23 6" CONCRETE SIDEWALK SF 110 3.85 0 0.00 126 481.26 <br /> 24 6618 CONCRETE CURB &GUTTER LF 24 27.50 0 0.00 17 467.50 <br /> 26 PEDESTRIAN RAMP EA 1 386.00 0 0.00 2 770.00 <br /> 26 SUBGRADE PREPARATION RdSta 11.1 110.00 0 0.00 11.1 1221.00 <br /> 27 SODDING, LAWN & BLVD. TYPE SY 1900 3.00 2790 8370.00 2790 8370.00 <br /> 28 2331, TYPE 41A WEAR MIX TON 260 32.00 14.96 478.72 342.59 10962.88 <br /> ------------- <br /> SCHEDULE 1.0 WATERMAIN--Total $8,848.72 $110,306.31 <br /> SCHEDULE 2.0 ADDED WORK (C0#I&#21 <br /> I JACK BORE 16" CASING LF so 86.00 0 0.00 70 6950.00 <br /> 2 10' X 10' X 8' TAPPING TEE EA 1 2200.00 0 0.00 1 2200.00 <br /> 3 CONC. PAVEMENT RESTORATION LS 1 1660.00 0 0.00 1 1660.00 <br /> 4 CLASS 6 AGGREGATE TON 100 8.00 0 0.00 0 0.00 <br /> 5 EXTRA EXCAVATION LS 1 1600.00 0 0.00 1 1600.00 <br /> 8 CONCRETE REPLACEMENT LS 1 376.00 0 0.00 1 376.00 <br /> 7 COLD PATCH (6TONS) LS 1 260.00 0 0.00 1 260.00 <br /> --------------- <br /> SCHEDULE 2.0 ADDED WORK (CO#I&#21-Total $0.00 011,925.00 <br /> TOTAL AMOUNT THIS PERIOD $8,648.72 <br /> TOTAL AMOUNT TO DATE $122,231.31 <br />