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PARTIAL PAYMENT ESTIMATE <br /> NO. 5 <br /> FROM: MAY 16, 1997 <br /> TO: JUNE 13, 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 (260-078-30) <br /> COMPLETION DATE AMOUNT OF CONTRACT: <br /> ORIGINAL: ORIGINAL: $1,230,708.15 <br /> REVISED: REVISED; <br /> �X <br /> SCIIEDULE 1.0 STREET CONSTRUCTION <br /> I SUBGRADE PREPARATION RDSTA 59.6 145.00 8,642.00 25.30 3.668.50 42% 35.60 5,162.00 60% <br /> 2 SELECT GRANULAR BORROW (CV) CY 13800 8.29 114.40100 1,093.00 9,060.97 8% 6,466.00 53,603.14 47% <br /> 3 AGGREGATE BASE, CLASS 5 TN 8250 6.45 53,212.50 0.00 0.00 0% 4,369.00 28.190.05 53% <br /> 4 MILL BITUMINOUS SURFACE SY 75 6.50 48750 0.00 0.00 0% 0.00 0,00 0% <br /> 5 2340 TYPE 41A WEARING COURSE MU(TUR TN 2100 23.40 49,140.00 0.00 000 0% 0.00 0.00 0% <br /> 6 2340 TYPE 31B BASE COURSE MIXTURE TN 2400 21.85 52.440.00 0.00 0.00 0% 722.71 15,79121 30% <br /> 7 BITUMINOUS MATERIAL FOR TACK COAT GAL 1250 1.45 1.812.50 0.00 0.00 0% 0.00 0.00 0% <br /> 8 CONCRETE CURB & GUTTER, DESIGN B618 LF 300 10.05 3,015.00 0.00 0.00 0% 684.00 6,974.20 228% <br /> 9 SURMOUNTABLE CURB & GUTTER LF 11900 6,75 90,325.00 0.00 0.00 0% 3,317.00 22.389.75 28% <br /> 10 CONCRETE VALLEY GUTTER SF 195 5.70 1,111.50 0.00 0.00 0% 0.00 0.00 0% <br /> 11 CEOTEXTILE FABRIC SY 24100 1.05 25,305.00 6,500.00 6,825.00 27% 15,883.00 16,677.15 66% <br /> 12 4* PEER THERMOPLASTIC PIPE DRAIN LF 11925 2.75 32,793.75 3,600.00 9,900.00 30% VXOG 22.962.50 70% <br /> 13 4" CONCRETE SIDEWALK SF 17340 2.42 41,962.80 0.00 0.00 0% 0.00 0.00 0% <br /> 14 CONCRETE PEDESTRIAN RAMP EA 7 230.00 1,610.00 oloo 000 0% 0.00 0.00 0% <br /> 15 TYPE III BARRICADE FA 2 250.00 500.00 0.00 0.00 0% 0.00 0.00 0% <br /> 16 MANHOLE ADJUSTING RING EA 50 100.00 5,000.00 0.00 0.00 0% 14.00 1.400.00 28% <br /> 17 ADJUST VALVE EA 4 180.00 720.00 0.00 0.00 0% 4.00 720.00 100% <br /> 18 CONCRETE AIR VOIDS TEST EA 15 67.00 1,005.00 0.00 0.00 0% 2.00 134.00 13% <br /> 19 CONCRETE CYLINDER (SET OF 3) EA 15 47.00 705.00 0.00 0.00 0% 2.00 94.00 13% <br /> 20 GRADATION TEST EA 5 75.00 375.00 0.00 0.00 0% 2.00 150-00 40% <br /> i0cicrica1126M260078#5, XLS PAGE 260-078-30 <br />