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PARTIAL PAYMENT ESTIMATE
<br /> NO. 3
<br /> FROM: SEPTEMBER 1,1993
<br /> TO: SEPTEMBER 24,1993
<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: I
<br /> ORIGINAL: SEPTEMBER 28,1993 ORIGINAL S 879,018.75
<br /> REVISED: REVISED S
<br /> C
<br /> ONTRACI' CtEMS
<br /> 7HIS pERIOQ 70T4 TO DATE
<br /> REM OU
<br /> EfNIF;'; .QTY: L Q TY AMOtJN7 QTY >:AM
<br /> PRICE
<br /> SCHEDULE 1.0 GROVE AREA STREET CONSTRUCTION
<br /> 1 TRAFFIC CONTROL GROVE AREA LS
<br /> 1.00 34000.00 0.3 10,200.00 1 34,000.00
<br /> 2 REMOVE BITUMINOUS PAVEMENT SY 11550.00
<br /> 0.65 0 0.00 11550 7,507.50
<br /> 3 MILL BIT PAVEMENT FOLWELL OVERLAY SY 1100.00 1.85 1100 2,035.00 1100 2,035.00
<br /> 4 REMOVE CONCRETE CURB AND GUTTER LF 7550.00 1.25
<br /> 0 0.00 7550 9,437.50
<br /> 5 REMOVE RETAINING WALL SF 500.00 1.50 500 750.00 500 750.00
<br /> 6 CLEARING
<br /> TREE 4.00 200.00 3 600.00 7 1,400.00
<br /> 7 GRUBBING TREE 4.00 100.00 4 400.00 10 1,000.00
<br /> 8 COMMON EXCAVATION CY 6482.00 8.50 0 0.00 6482 55,097.00
<br /> 9 WATER
<br /> 1000 GAL 100.00 30.00 8 240.00 8 240.00
<br /> 10 SUBGRADE EXCAVATION CY 1975.00 3.70 0 0.00 1992 7,370.40
<br /> 11 GEOTEXTILE FABRIC
<br /> SY 6000.00 0.90 1000 900.00 5300 4,770.00
<br /> CY 1975.00 6.40 0 0.00 1992 12,748.80
<br /> 12 SELECT GRANULAR BORROW 0 36.94 6,464.50
<br /> 13 SUBGRADE PREPARATION RDSTA 36.94 175.00 0
<br /> 14 CLASS 5 AGGREGATE BASE TON 8200.00 6.85 1624.75 11,129.54 8501.38 58,234.45
<br /> 15 TYPE 31 BASE COURSE MIX TON 1480.00 19.95 1246.95 24,876.65 1246.95 24,876.65
<br /> 16 TYPE 41A WEARING COURSE TON 1150.00 21.70 813.07 17,643.62 813.07 17,643.62
<br /> 17 CUT AND PATCH BIT. PAVEMENT -OVERLAY SY 400.00 10.90 66 719.40 66 719.40
<br /> 18 TYPE 41A WEAR FOLWELL OVERLAY TON 500.00
<br /> 22.00 403.76 8,882.72 403.76 8,882.72
<br /> 19 BITUMINOUS TACK COAT GAL 762.00 1.20 200 240.00 200 240.00
<br /> 20 B618 CONCRETE CURB AND GUTTER LF 7550.00 4.42 865 3,823.30 7183 31,748.86
<br /> 21 REM. REPLACE CONC. C G-OVERLAY LF 150.00 12.00 181 2,172.00 x 181 2,172.00
<br /> 22 6' CONC. SAN AND DJW PAVEMENT SY 1900.00 18.00 1338 24,084.00 1338 24,084.00
<br /> 23 2- BIT. DRIVEWAY RESTORATION SY 450.00 6.05 450 2,722.50 450 2.722.50
<br /> 24 CONCRETE VALLEY GUTTER SF 150.00 2.80 75 210.00 75 210.00
<br /> 25 TRIANGULAR CONCRETE SECTIONS EA
<br /> 4.00 475.00 2 950.00 2 950.00
<br /> 26 PEDESTRIAN RAMPS EA 26.00 135.00 13 1,755.00 13 1,755.00
<br /> 27 ADJUST MANHOLE CASTING EA 26.00 130.00 26 3,380.00 26 3,380.00
<br /> 28 ADJUST MH CASTING- FOLWELL OVERLAY EA 9.00 130.00 9 1,170.00 9 1,170.00
<br /> 29 ADJUST GATE VALVE BOX EA 15.00 90.00 9 810.00 9 810.00
<br /> 30 ADJUST GATE VALVE BOX -OVERLAY EA 3.00 90.00 3 270.00 3 270.00
<br /> 31 F I CASTING STORM SEWER EA 7.00 240.00 7 1,680.00 7 1,680.00
<br /> 32 F I CASTING SANITARY SEWER EA 19.00 240.00 19 4,560.00 19 4,560.00
<br /> 33 RETAINING WALL SF 500.00 11.00 500 5,500.00 500 5,500.00
<br /> 34 SODDING WITH TOPSOIL SY 9500.00 1.35 7500 10,125.00 7500 10,125.00
<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 /> 13.00 60.00 0 0.00 0 0.00
<br /> 37 INPLACE DENS MOIST AGG BASE EA 20.00 r oes- 60.00 0 0.00 p 0.00
<br /> 38 INPLACE DENSITY EMBANKMENT EA 0.00 0 0.00
<br /> 39 BIT EXTRACTION AND GRADATION -BASE EA 1.00 85.00 0
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