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PARTIAL PAYMENT ESTIMATE <br /> 112 <br /> FROM: DECEMBER 26, 1992 <br /> TO: JUNE 16, 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 11, 1993 ORIGINAL $ 109,026.00 <br /> REVISED: REVISED $ 122,776.00 <br /> -:;CONTRACT ITEMS "THIS PERIOD TOTAL TO DATE <br /> ITEM: <br /> NO...: DESCRIPTION UNIT QTY. UNIT QTY AMOUNT QTY. AMOUNT <br /> PRICE <br /> SCHEDULE 1.0 WATERMAIN <br /> 1 REMOVE EXISTING PAVEMENT SY 2180 1.30 464 603.20 2180 2834.00 <br /> 2 COMMON EXCAVATION CY 600 6.20 299 1863.80 686 3627.00 <br /> 3 CLEAR & GRUBB TREE EA 2 200.00 2 400.00 2 400.00 <br /> 4 REMOVE CONC. SIDEWALK SF 1380 2.00 1424 2848.00 1424 2848.00 <br /> 6 REMOVE CONC. CURB & GUTTER LF 24 5.00 17 86.00 17 86.00 <br /> 6 TRAFFIC CONTROL (STINSON) LS 1 2000.00 1 2000.00 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 28.00 689 19292.00 1567 43696.00 <br /> 9 6" D.I.P. WATERMAIN LF 26 22.00 5 110.00 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 1 750.00 1 750.00 1 760.00 <br /> 13 4" VALVE EA 1 700.00 -0.33 -231.00 0.67 469.00 <br /> 14 6" X 6" X 6" TAPPING TEE EA 1 2000.00 1 2000.00 1 2000.00 <br /> • 16 HYDRANT W/ VALVE EA 2 1600.00 0 0.00 2 3200.00 <br /> 16 FITTINGS LBS 2600 2.00 610 1220.00 1915 3830.00 <br /> 17 CONNECT TO EXIST. WATERMAIN EA 3 1000.00 2 2000.00 2 2000.00 <br /> 18 CONNECT TO TRAILER COURT SYS.EA 1 5000.00 0.2 1000.00 1 6000.00 <br /> 19 CLASS 6 NATURAL AGGREGATE TON 800 8.00 246.80 1966.40 748.26 6986.00 <br /> 20 COMMON BORROW(CV) CY 400 4.00 192.92 771.68 652.92 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 1284 3531.00 1284 3531.00 <br /> 23 6" CONCRETE SIDEWALK SF 110 3.86 126 481.26 126 481.26 <br /> 24 B618 CONCRETE CURB & GUTTER LF 24 27.60 17 467.50 17 467.50 <br /> 25 PEDESTRIAN RAMP EA 1 386.00 2 770.00 2 770.00 <br /> 26 SUBGRADE PREPARATION RdSta 11.1 110.00 11.1 1221.00 11.1 1221.00 <br /> 27 SODDING, LAWN &BLVD. TYPE SY 1900 3.00 0 0.00 0 0.00 <br /> 28 2331, TYPE 41A WEAR MIX TON 260 32.00 322.00 10304.00 327.63 10484.16 <br /> ----------------- --------------------- <br /> SCHEDULE 1.0 WATERMAIN--Total $63,443.83 $101,457.69 <br /> SCHEDULE 2.0 ADDED WORK (CO#I&112) <br /> 1 JACK BORE 16" CASING LF 80 85.00 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 1 1600.00 1 1500.00 <br /> 6 CONCRETE REPLACEMENT LS 1 375.00 1 375.00 1 376.00 <br /> 7 COLD PATCH (STONS) LS 1 260.00 1 260.00 1 260.00 <br /> ---------------- --------------------- <br /> SCHEDULE 2.0 ADDED WORK (COA1&#2)--Total $2,126.00 $11,926.00 <br /> i <br /> TOTAL AMOUNT THIS PERIOD $55,568.83 <br /> TOTAL AMOUNT TO DATE $113,382.59 <br />