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PARTIAL PAYMENT ESTIMATE <br /> #1 <br /> FROM: DECEMEER 8,1992 <br /> TO: DECEMBER 25, 1992 <br /> CONTRACTOR: F.M. FRATTALONE. INC. <br /> OWNER: SAINT ANTHONY VILLAGE <br /> PROJECT: LOWRY GROVE WATERMIAN IMPROVEMENTS <br /> COMPLETION DATE AMOUNT OF CONTRACT <br /> ORIGINAL: JUNE 11,1993 ORIGINAL: $109,026.00 <br /> REVISED: REVISED: $120,476.00 <br /> ITEM I CONTRACT ITEMS I THIS PERIOD I _TOTAL TO DATE <br /> NO. DESCRIPTION I UNIT QUANTITY UNIT I QUANTITY AMOU14T TOTAL/PERIOD I QUANTITY AMOUNT TOTALITODATE <br /> I PRICE I I <br /> SCHEDULE 1.0 WATERMAIN <br /> 1 REMOVE EXISTING PAVEMENT SY 2180 1.30 1716 2230.80 1716 2230.80 <br /> 2 COMMON EXCAVATION CY 600 6.20 286 1773.20 286 1773.20 <br /> 3 CLEAR&GRUBB TREE EA 2 200.00 0 0.00 0 0.00 <br /> 4 REMOVE CONCRETE SIDEWALK SF 1380 2.00 0 0.00 0 0.00 <br /> 5 REMOVE CONCRETE CURB 6 GUTTER LF 24 5.00 0 0.00 0 0.00 <br /> 6 TRAFFIC CONTROL(STINSON BLVD) LS 1 2000.00 0 0.00 0 0.00 <br /> 7 EROSION CONTROL FENCING LF 200 4.00 0 0.00 0 0.00 <br /> 8 8'D.I.P.WATERMAIN LF 1520 28.00 868 24304.00 868 24304.00 <br /> 9 6'D.I.P.WATERMAIN LF 25 22.00 38 836.00 38 836.00 <br /> 10 4'D.I.P.WATERMAIN LF 70 20.00 36 720.00 36 720.00 <br /> 118'VALVE EA 2 800.00 2 1600.00 2 1600.00 <br /> 126'VALVE EA 1 750.00 0 0.00 0 0.00 <br /> 13 4'VALVE EA 1 700.00 1 700.00 1 700.00 <br /> 14 6'X 6'X 6'TAPPING TEE EA 1 2000.00 0 0.00 0 0.00 <br /> 15 HYDRANT W/VALVE EA 2 1600.00 2 3200.00 2 3200.00 <br /> 16 FITTINGS LBS 2600 2.00 1305 2610.00 1305 2610.00 <br /> 17 CONNECT TO EXIST.WATERMAIN EA 3 1000.00 0 0.00. 0 0.00 <br /> 18 CONNECT TO TRAILER COURT SYS. LS 1 5000.00 0.8 4000.00 0.8 4000.00 <br /> 19 CLASS 5 NATURAL AGGREGATE TON 800 8.00 502.45 4019.60 502.45 4019.60 <br /> 20 COMMON BORROW(CV) CY 400 4.00 460 1840.00 460 1840.00 <br /> 21 GRANULAR FOUNDATION MATERIAL TON 250 8.70 0 0.00 0 0.00 <br /> 22 4'CONCRETE SIDEWALK SF 1290 2.75 0 0.00 0 0.00 <br /> 23 6'CONCRETE SIDEWALK SF 110 3.85 0 0.00 0 0.00 <br /> 24 B618 CONCRETE CURB&GUTTER LF 24 27.50 0 0.00 0 0.00 <br /> 25 PEDESTRIAN RAMP EA 1 385.00 0 0.00 0 0.00 <br /> 26 SUBGRADE PREPARATION RdSta 11.1 110.00 0 0.00 0 0.00 <br /> 27.SODDING,LAWN&BOULEVARD TYPE SY 1900 3.00 0 0.00 0 0.00 <br /> 28 Z331,TYPE 41A WEAR COURSE MIX TON 260 32.00 5.63 180.16 5.63 180.16 <br /> T SCHEDULE 1.0 WATERMAIN-Total $48,013.76 548.0 3.76 <br />