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PARTIAL PAYMENT ESTIMATE
<br /> NO. 9
<br /> FROM: OCTOBER 15, 1997
<br /> TO: MAY 19, 1998
<br /> CONTRACTOR: C.W. I JOULE, INC.
<br /> ADDRESS: 13(X1 WEST COON "1 "Y ROAD L SHOREVILW, MN 55126
<br /> OWNER: CITY 01' CENTERVILLE, MINNESOTA
<br /> PROJECT: EAGLE PASS - STREET & UTILITY IMPROVEMFNTS (260 078 30)
<br /> COMPLETION ]FATE AMOUNT OF CONTRACT':
<br /> ORIGINAL: ORIGINAL: $ 1,230,708.15
<br /> REVISED: REVISED:
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<br /> SCHEDULE 1 0 STREET CONCTRUMON
<br /> 1 SUBGRADE PREPARATION RDSTA 59.60 145.00 8,642.00 0.00 0.00 0% 59.60 8,642.00 IW%
<br /> 2 SELECT GRANULAR BORROW (CV) CY 13,800.00 8.29 114,402.00 (UK) 0.00 0% 17708.00 113,639.32 99%
<br /> 3 AGGREGATE BASE, CLASS 5 TN 8,250.W 6.45 53,212.50 0.00 0.00 0% 8,421.01 54,315.51 102%
<br /> 4 MILL BITUMINOUS SURFACE SY 75.00 6.50 487.50 0.00 0.00 0% U.W 1) 111) 0%
<br /> 5 2340 TYPE 4IA WEARING COURSE MIXTURE IN 2,100.) 23.40 49,140.00 000 0.00 0% 0.00 0.00 0%
<br /> 6 2340 TYPE 3 I B BASE COURSE M IXTURE TN 2,400.00 21.85 52,440.00 0.00 O.W 0% 2715.89 50,602.20 96%
<br /> 7 BITUMINOUS MATERIAL FOR TACK COAT GAL 1,250.00 1.45 1,812.50 0.00 0.00 0% 125.00 181.25 10 %.
<br /> 8 CONCRETE CURB & GUTTER, DESIGN 11618 LI: 300.00 1095 3,015.W 0.00 0 a) 0% 1971) 10.763 55 357'8,
<br /> 9 SURMOUNTABLE CURB &GUTTER LF 11900.00 6.75 80,325.00 0.00 0.00 0% 11,008.00 74,3W.W 93%
<br /> 10 CONCRETE VALLEY GUTTER SIR 195.00 5.70 1,111.50 000 0.00 0% 264.00 1,504.80 135%
<br /> II GEOTEXTILF FABRIC SY 24,100.00 1.05 25,305.00 0.) O.W 0% 22.50700 23632.35 93%
<br /> 12 4' PF.RF. THERMOPLASTIC PIPE DRAIN LF 11.925b() 175 32.793 75 0.00 0.00 0% 1 1,830 -W 32.532,50 99
<br /> 13 4` CONCRETE SIDEWALK SI' 17,340.00 2.42 41,962.80 17,4950) 4'_,337.90 101'% 20915.00 50.614.30 121'%
<br /> 14 CONCRETE PEDESTRIAN RAMP EA 7.00 230.00 1,610.00 14.00 3,220.00 200% 16.00 3,680.00 229%
<br /> 15 TYPE III BARRICADE EA 2.00 250.00 500.00 000 0,00 0% 0.00 0.00 0%
<br /> 16 MANHOLE ADJUSTING RING EA 50.00 100.00 5,000.00 0.00 O.W 0% 25.W 2,500.00 50%
<br /> 17 ADIUSTVALVE EA 4.00 180.00 720.00 0.00 0.00 0% 8.00 1,440.00 2W%
<br /> 18 CONCRETE AIR VOIDS TEST EA 15,1X) 67.00 1,(X15.00 0,00 0.00 0% 3.(X) 201.00 20%
<br /> 19 CONCRE "1E CYLINDER (SF 'r 01; 3) EA 15.00 47.00 705.00 0.00 0.00 0'% 3.00 141,W 20%
<br /> 20 GRADATION TEST EA 5.00 75.00 375.00 0.00 0.00 0% 3.W 225.00 60%
<br /> 21 PROCTOR TEST EA 4.00 I(X).(XI 400.) 000 0.00 0% 2.00 200,00 50
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