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FROM:
<br />
<br /> TO:
<br />
<br /> PARTIAL PAYMENT ESTIMATE
<br />
<br /> NO. i
<br />
<br />JULY 22, 1996
<br />AUGUST 14, 1996
<br />
<br />CONTRACTOR:
<br />ADDRESS:
<br />OVVNER:
<br />PROJECT:
<br />
<br />YOLK SEWER a WATER, INC.
<br />8909 BASS CREEK COURT, BROOKLYN PARK, MN 55428
<br />
<br />CITY OF RAMSEY, MINNESOTA
<br />MCKINLEY STREET N.W. (658~001-30)
<br />
<br />CObtPLETION DATE AMOUNT OF CONTRACT:
<br />
<br /> ORIGINAL: SEPTEMBER 6, 1996 ORIGINAL: 196,788,50
<br /> REVISED: REVISED:
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<br />SCHEDULE 1,0 STREET CONSTRUCTION
<br />MILL EXISTING BITUMINOUS SY 40 4,00 0.00 0.00 0.00 0.00
<br />CLEARING & GRUBBING. LS I 500.00 1.00 500.00 1.00 500.00
<br />COMMON EXCAVATION (PI CY 20,363 1,12 20,363.00 22,806.56 20,363.00 22,806.56
<br />SUBGRADE PREPARATION 0- 12' RDSTA 9 153.00 0.00 0.00 0.130 0.00
<br />AGGREGATE BASE, CLASS 5 TON 2,50(I 6.88 0.130 0.00 0.430 0.00
<br />TYPE 4lA, WEAR COURSE MIXTURE TON 550 24.74 0.00 0.043 0.130 0.00
<br />TYPE 3 lB, BASE COURSE MIXTURE TON 675 23.46 0.00 0.00 0.0~ 0.00
<br />BIT. MATERIAL FOR TACK COAT GAL 265 1.00 0.(30 0.043 0.00 0.00
<br />CONCRETE CURB & GUTTER, B618 LF 2,020 6.53 0.00 0.00 0.00 0.00
<br />RECONSTRUCT SANITARY MANHOLE EA 2 50.00 2.00 100.00 2.00
<br />SEED1NG,//250 AC 1,5 1,275.00 0.130 0.00 0.043 0.00
<br />SEEDING, #900 AC 1.5 765.00 0.00 0.00 0.00 0.00
<br />SODDING, LAWN & BLVD. SY 450 3.57 0.00 0.00 0.00 0.00
<br />MULCH TYPE 5 GAL 1.500 1.00 0.00 0,00 0.00 0.130
<br />
<br />SUBGRADE DENSITY TEST, INPLACE EA 5 37.74 0.00 0.12)0 0.00 0.00
<br />
<br />CLASS 5 GRADATION TEST EA 1 61~20 0.00 0.0~ 0~00 0.(30
<br />CLASS 5 PROCTOR TEST EA I 86.70 0.00 0.09 0.00 0.00
<br />
<br />CLASS 5 DENSITY TEST, INPLACE EA 10 37.74 0.0(3 0.00 0.130 0,00
<br />
<br />CONC. CYL. COMPRESS. TEST (SET OF 3) EA 3 30.60 0.00 0.00 0.00 0.00
<br />CONC. AIR ENTRAINMENT TEST EA 3 71,40 0.00 0.00 0.00 0.00
<br />CONC. SLUMP TEST EA 3 71.40 0.00 0.00 0.00 0,00
<br />
<br />SCHEDULE 1.0 STREET CONSTRUCTION - TOTAL
<br />
<br />23,406.56 23,406.56 v/
<br />
<br /> SCHEDULE 2.0 WATERMA~
<br /> I CONNECT TO EXISTING WATERMAIN EA 2
<br /> 2 6' DIP LF 275
<br /> 3 I0' DIP LF 1,785
<br /> 4 FITTINGS LBS 3,800
<br /> 5 HYDRANTS WITH VALVE EA 2
<br />
<br />~658001#1.XLS
<br />
<br />PAGE I
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<br />100.00 2.00 200.00 2.00 200.00 v/
<br />14.00 252.00 3,528.00 252.00 3,528.00'./'
<br />18.50 1,800.00 33,300.00 1,800.00 33,300.00
<br />1.00 2,200.00 2,260.00 2,260.00 2,260.00 v/
<br />1,6(K).00 2,00 3,200.00 2.00 3,200.00 v/
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<br />658-001-30
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