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PARTIAL PAYMENT ESTIMATE <br /> NO. 7 <br /> FROM: JULY 12, 1997 <br /> TO. SEPTEMBER 15, 1997 <br /> CONTRACTOR: C.W. HOULE, INC. <br /> ADDRESS: 1300 WEST COUNTY ROAD 1, SHOREVIEW, MN 55126 <br /> OWNER: CITY OF CENTERVILLE, MINNESOTA <br /> PROJECT: EAGLE PASS - STREET & UTILITY IMPROVEMENTS (260-M8 -30) <br /> COMPLETION DATE AMOUNT OF CONTRACT: <br /> ORIGINAL: ORIGINAL: $1,230,708.15 <br /> REVISED: REVISED: <br /> .. ........ <br /> ............ ... <br /> SCHEDULE 1.0 STREET VONSTRI CTION <br /> I SUBGRADE PREPARATION RDSTA 59.6 145.00 9,642.00 000 0.00 0% 59.60 8,642,00 100% <br /> 2 SELECT GRANULAR BORROW (CV) CY 13900 9.29 114,402.00 0.00 0.00 0% 13,708.00 1 13.639.32 99% <br /> 3 AGGREGATE BASE, CLASS 5 TN wo 6.45 53.212.50 0.00 0.00 0% 7.703.00 49,684.15 93% <br /> 4 MILL BITUMINOUS SURFACE SY 75 6.50 497.50 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 318 BASF COURSE MIXTURE TN 2400 21.95 52,44000 0.00 0.00 0% 1,216.71 26,585,11 51% <br /> 7 BITUMINOUS MATERIAL FOR TACK COAT GAL 1250 1.45 1,912.50 0.00 0.00 0% 100.00 145.00 9% <br /> 9 CONCRETE CURB & GUTTER. DESIGN B618 LF 300 10,05 3,015.00 0.00 0.00 0% 923.00 9,276.15 309% <br /> 9 SURMOUNTABLE CURB & GUTTER LP 11900 6.75 80.325.00 5,886.00 39,730,50 49% 10.713.00 72,312.75 90% <br /> 10 CONCRETE VALLEY GUTTER SIT 195 5.70 1,111.50 0.00 0.00 0% 0.00 0.00 0% <br /> 11 GEOTEXIILE FABRIC SY 24100 1.05 25.30.00 0.00 0.00 0% 22,507.00 23,632,35 93% <br /> 12 4' PERF. THERMOPLASTIC PIPE DRAIN LF 11925 2.75 32.793.75 0.00 0.00 0% 11,830.00 32,532.50 99% <br /> 13 4' CONCRETE SIDEWALK SF 17340 2.42 41,962.80 0.00 0.00 0% 3,420-00 9,276.40 20% <br /> 14 CONCRETE PEDESTRIAN RAMP EA 7 230.00 1,610.00 0.00 0.00 0% 2.00 460.00 29% <br /> Is 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 so 100.00 5 0.00 0.00 0% 20.00 2 40% <br /> 17 ADJUST VALVE EA 4 190.00 720.00 0.00 0.00 0% 8.00 1.440.00 200% <br /> is CONCRETE AIR VOIDS TEST EA 15 67.W 1,005.00 0.00 0.00 0% 3.00 201.00 20% <br /> 19 CONCRETE CYLINDER (SET OF 3) EA 15 47.00 705-00 0.00 0.00 0% 3.00 141.00 20% <br /> 20 GRADATION TEST EA 5 75,00 375.00 0.00 0.00 0% 3.00 225.00 60% <br /> nAcicdcaI12601260078f7.x)j PAGE 260,078 -30 <br />