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PARTIAL PAYMENT ESTIMATE <br /> NO. 4 <br /> FROM: SEPTEMBER 27,1993 <br /> TO: OCTOBER 29, 1993 <br /> CONTRACTOR: F.M. FRATTALONE EXCAVATING, INC. <br /> ADDRESS: 3066 SPRUCE STREET, ST. PAUL. MN 55117 <br /> OWNER: CITY OF FALCON HEIGHTS, MINNESOTA <br /> PROJECT: 1993 STREET IMPROVEMENTS (330- 028 -30) <br /> COMPLETION DATE AMOUNT OF CONTRACT: <br /> ORIGINAL: SEPTEMBER 28, 1993 ORIGINAL S 879,018.75 <br /> REVISED: REVISED 894,901.04 <br /> CONTRACT.ITEMS THIS PERIOD TOTAL TO DATE <br /> ITEM <br /> 'NO. DESCRIPTION UNIT QTY UNIT <br /> QTY <br /> AMOUNT QTY AMOUNT 1 <br /> PRICE <br /> SCHEDULE 1.0 GROVE AREA STREET CONSTRUCTION <br /> 1 TRAFFIC CONTROL GROVE AREA LS 1.00 34000.00 0 0.00 1 34,000.00 <br /> 2 REMOVE BITUMINOUS PAVEMENT SY 11550.00 0.65 323 (209.95) 11227 7,297.55 <br /> 3 MILL BIT PAVEMENT FOLWELL OVERLAY SY 1100.00 1.85 0 0.00 1100 2,035.00 <br /> 4 REMOVE CONCRETE CURB AND GUTTER LF 7550.00 1.25 -485 (60625) 7065 8,83125 <br /> 5 REMOVE RETAINING WALL SF 500.00 1.50 -37 (55.50) 463 634.50 <br /> 6 CLEARING TREE 4.00 200.00 0 000 7 1,400.00 <br /> 7 GRUBBING TREE 4.00 100.00 0 000 10 1,000.00 <br /> 8 COMMON EXCAVATION CY 6482.00 8.50 0 0.00 6482 55,097.00 <br /> 9 WATER 1000 GAL 100.00 30.00 85 2550.00 93 2,790.00 <br /> 10 SUBGRADE EXCAVATION CY 1975.00 3.70 0 0.00 1992 7,370.40 <br /> 11 GEOTEXTILE FABRIC SY 6000.00 0.90 650 585.00 5950 5,355.00 <br /> 12 SELECT GRANULAR BORROW CY 1975.00 6.40 0 0.00 1992 12,748.E <br /> 13 SUBGRADE PREPARATION RDSTA 36.94 175.00 0 0.00 36.94 6,464.50 <br /> 14 CLASS 5 AGGREGATE BASE TON 8200.00 6.85 0 0.00 8501.38 58,234.45 <br /> 15 TYPE 31 BASE COURSE MIX TON 1480.00 19.95 92.97 1,854.75 1339.92 26,731.40 <br /> 16 TYPE 41A WEARING COURSE TON 1150.00 21.70 163.4 3,545.78 976.47 21,189.40 <br /> 17 CUT AND PATCH BIT. PAVEMENT OVERLAY SY 400.00 10.90 591.7 6,449.53 657.7 7,168.93 <br /> 18 TYPE 41A WEAR FOLWELL OVERLAY TON 500.00 22.00 0 0.00 403.76 8,882.72 <br /> 19 BITUMINOUS TACK COAT GAL 762.00 120 385 462.00 585 702.00 <br /> 20 B618 CONCRETE CURB AND GUTTER LF 7550.00 4.42 0 0.00 7183 31 74886 <br /> 21 REM. REPLACE CONC. C G -OVERLAY LF 150.00 12.00 10 120.00 191 2,292.00 <br /> 22 6' CONC. SAN AND D/W PAVEMENT SY 1900.00 18.00 497 8,946.00 1835 33,030.00 <br /> 23 2` BIT. DRIVEWAY KESTORATION SY 450.00 6.05 -42.88 (25.9.42) 407.12 2,463.08 <br /> 24 CONCRETE VALLEY GUTTER SF 150.00 2.80 44 12320 119 333.20 <br /> 25 TRIANGULAR CONCRETE SECTIONS EA 4.00 475.00 0 0.00 2 950.00 <br /> 26 PEDESTRIAN RAMPS EA 26.00 135.00 6 810.00 19 2,565.00 <br /> 27 ADJUST MANHOLE CASTING EA 26.00 130.00 4 520.00 30 3,900.00 <br /> 28 ADJUST MH CASTING- FOLWELL OVERLAY EA 9.00 130.00 0 000 9 1,170.00 <br /> 29 ADJUST GATE VALVE BOX EA 15.00 90.00 1 90.00 10 90000 <br /> 30 ADJUST GATE VALVE BOX -OVERLAY EA 3.00 90.00 2 180.00 5 450.00 <br /> 31 F I CASTING STORM SEWER EA 7.00 240.00 0 0.00 7 1,680.00 <br /> 32 F I CASTING SANITARY SEWER EA 19.00 240.00 0 0.00 19 4,560.00 <br /> 33 RETAINING WALL SF 500.00 11.00 -28 (308.00) 472 5,192.00 <br /> 34 SODDING WITH TOPSOIL SY 9500.00 1.35 2060 2,781.00 9560 12,906.00 <br /> 35 GRADATION CLASS 5 EA 8.00 70.00 0 0.00 0 0.00 <br /> 36 GRADATION SELECT GRANULAR BORROW EA 4.00 70.00 0 0.00 0 0.00 <br /> 37 INPLACE DENS MOIST AGG BASE EA 13.00 60.00 0 0.00 0 0.00 <br /> 38 INPLACE DENSITY EMBANKMENT EA 20.00 60.00 0 0.00 0 0.00 <br /> 39 BIT EXTRACTION AND GRADATION -BASE EA 1.00 85.00 0 0.00 0 0.00 <br />