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PARTIAL PAYMENT ESTIMATE
<br /> NO. 6
<br /> FROM: JUNE 14, 1997
<br /> TO: JULY 11, 1997
<br /> CONTRAC'I'OR C.W. HOULE, INC.
<br /> ADDRESS: 1300 WEST COUNTY ROAD 1, SHOREVIEW, MN 55126
<br /> OWNER: CITY OF CENTERVILLE, MINNESOTA
<br /> PR03E(7f; EAGLF. PASS - STREET & UTILITY IMPROVEMENTS (260- 078 -30)
<br /> COMI9A°f1UN PATE AMOUNT OF CONTRACT:
<br /> ORIGINAL: ORIGINAL: .$1,230,708.15
<br /> REVISED: REVISED:
<br /> Tf FEE pQ ToTA)1 `C(?nATE
<br /> NO DESCIilI�'iTON UNIT : qTY_ UNIT.." GOIPpRACT , . QTY ) AMO17N'P , ,. UdMnLE'}'E �1T CUASPILrfE:
<br /> -.� PR1C1& AMOUNT :
<br /> SCIIEDLILI? ] 0 SIRI?E'P cdNVJT ;UC'1'ION
<br /> 1 SUBGRADE PREPARATION RDSTA 59.6 145.00 8,642.00 24.00 3,480.00 40% 59.60 8,64100 100%
<br /> 2 SELECT GRANULAR BORROW (CV) CY 13800 8.29 114,402.00 7,242.00 60,036.18 527 13,708.00 113,639.32 99%
<br /> 3 AGGREGATE BASE, CLASS 5 TN 8250 6.45 53,212.50 3,334.00 2!,504.30 40% 7,703.00 49,684.35 93%
<br /> 4 MILL BITUMINOUS SURFACE SY 75 6.50 487.50 0.00 0.00 0% 0.00 0.00 0%
<br /> 5 2340 TYPE 41A WEARING COURSE MIXTUR TN 2100 23.40 49,140.00 0.00 0.00 0% 0.00 0.00 0%
<br /> 6 2340 TYPE 31B BASE COURSE MIXTURE TN 2400 21.85 52,440.00 494.00 10,793.90 21% 1,216.71 26,585.11 51%
<br /> 7 BITUMINOUS MATERIAL. FOR TACK COAT GAL 1250 1.45 1,812.50 100.00 145,00 8% 100.00 145.00 8%
<br /> 8 CONCRETE CURB &CUTTER, DESIGN B618 LF 300 10.05 3,0)5.00 239.00 2,401.95 80% 923.00 9,276.15 308%
<br /> 9 SURMOUNTABLE CURB & GUTTER LF 11900 6.75 80,325.00 1,510.00 10,192.50 13% 4,827.00 32,582.25 41%
<br /> 10 CONCRETE VALLEY GUTTER SF 195 5.70 1,111.50 0.00 0.00 0% 0.00 0.00 0%
<br /> II GEOTEXTILE FABRIC SY 24100 1,05 25,305.00 6,624.W 6,955.20 27% 22,507.00 23,632.35 93%
<br /> 12 4" PERF. THERMOPLASTIC PIPE DRAIN LF 11925 2.75 32,793.75 3,480.00 9,570.00 29% 11,830.00 32,532.50 99%
<br /> 13 4' CONCRETE SIDEWALK SF 17340 2.42 41,962.80 3,420.00 8,276.40 20% 3,420.00 8,276.40 20%
<br /> 14 CONCRETE PEDESTRIAN RAMP EA 7 230.00 1,610.00 2.00 460.00 29% 2.00 460.00 29%
<br /> 15 TYPE III BARRICADE EA 2 250.00 500.00 0.00 0.00 0% 0.00 0.00 0%
<br /> 16 MANHOLE ADJUSTING RING EA 50 100.00 5,0W.W 6.00 600.00 12% 20,00 2,000.00 40%
<br /> 77 ADJUST VALVE LA 4 180.00 720.00 4.00 720.00 100% 8.00 1,440.00 200%
<br /> 18 CONCRETE AIR VOIDS TEST EA 15 67.00 1,005.00 1.00 67.00 7% 3.00 20L00 20%
<br /> 19 CONCRETE CYLINDER (SET OF 3) EA 15 47.00 705.00 1.00 47.00 7% 3.00 141.00 20%
<br /> 20 GRADATION TEST EA 5 75.00 375.00 1.00 75.00 20% 3.00 225.00 60%
<br /> n M,, wa1\2N)Q(0)78N6. xls PAGE. 1 260- 078 -30
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