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FROM:
<br />
<br /> TO:
<br />
<br /> FINAL PAYM~EN'Y E, STh%IATE
<br /> NO. 3 (FINAL)
<br />
<br />SEPTEMBER 21, 1996
<br />
<br />JULY 29, 1997
<br />
<br />CONTRACTOR:
<br />ADDR]ESS:
<br />OWNER:
<br />PROJECT:
<br />
<br />VOLK SEWER & WATER, INC.
<br />
<br />8909 BAJS CREEK COURT, BROOKLYN PARK, MN 55428
<br />CITY OF RAMSEY, MINNESOTA
<br />
<br />MCKINLEY STREET N.W, (658-001-30)
<br />
<br />COMPLETION DATE AMOUNT OF CONTRACT:
<br />
<br /> ORIGINAL: SEPTEMBER 6, 1996 ORIGINAL: 196,788.50
<br /> REVLSED: REVISED:
<br />
<br />! ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::! ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::
<br />
<br /> SCHEDII1.E 1.0 STRElqT CONSTRIICT1ON
<br />I MILL EXIS'TING BITUMINOUS SY 40 4.00
<br />2 CLEARING & GRUBBING LS I 500.00
<br />3 COMMON EXCAVATION (P) CY 20,363 I. 12
<br />4 SUBGRADE PREPARATION 0 - 12' RDSTA 9 153.00
<br />5 AGGREGATE BASE, CLASS 5 TON 2,500 6.85
<br />6 TYPE 4lA, WEAR COURSE MIXTURE TON 550 24.74
<br />7 TYPE 31 B, BASE COURSE MIXTURE TON 675 23.46
<br />8 BIT. MATERIAL FOR TACK COAT GAL 265 1.00
<br />9 CONCRETE CURB & GUTTER, B618 LF 2,020 6.53
<br />10 RECONSTRUCT SANITARY MANHOLE EA 2 50.00
<br />I I SEEDING, #250 AC 1.5 1,275.00
<br />12 SEEDING, #900 AC 1.5 765.00
<br />13 SODDING, LAWN & BLVD, SY 450 3.57
<br />14 MULCH TYPE 5 GAL 1,500 1.00
<br />15 SUBGRADE DENSITY TEST, INPLACE EA 5 37.74
<br />16 CLASS 5 GKADAT[ON TEST EA L 61.20
<br />17 CLASS 5 PROCTOR TEST EA I 86.70
<br />18 CLASS 5 DENSITY TEST, INPLACE EA 10 37.74
<br />19 CONC, CYL, COMPRESS. TEST (SET OF 3) EA 3 30.60
<br />20 CONC. AIR ENT1LhlNMENT TEST EA 3 71.40
<br />21 CONC, SLUMP TEST EA 3 71.40
<br />
<br />0.00 0.00 7.00 28.00
<br />0.00 0.00 1.00 500.00
<br />0.130 0.00 20,363.00 22,806.56
<br />0.00 0.00 9.00 1,377.00
<br />0.00 0,00 2,042.79 14,054.40
<br />0.00 0.00 497.22 12,301.22
<br />0.00 0.00 653.00 15,319.38
<br />0.00 0.00 250.00 250.00
<br />0.00 0.00 1,924.00 12,563.72
<br />0.00 0.00 2.00 100.00
<br />1,75 2,231.25 1.75 2,231.25
<br />2.40 1,836.00 2.40 1,836.00
<br />0.00 0.00 0.00 0.00
<br />0.00 0.00 0.00 0.00
<br />1.00 37.74 4.00 150.96
<br />0.00 0,00 1.00 6L .20
<br />2.00 173.40 3.00 260.10
<br />4.00 150.96 10.00 377.40
<br />0.00 0.00 3.00 91.80
<br />0.00 0.00 3.00 214.20
<br />0.00 0.00 3.00 214.20
<br />
<br />T SCHEDULE 1.0 STREET CONSTRUCTION ~ TOTAL
<br />
<br />4,429.35 84,737.39
<br />
<br /> .qCIffEDUI.E 2.0 WATERMAIrN
<br />I CONNECT TO EXISTING WATERMAIN EA 2 I{30.O0
<br />2 6' DIP LF 275 14.00
<br />3 10' DIP LF 1,785 18.50
<br />4 FI'WrINGS LBS 3,800 L ,O3
<br />5 HYDRANTS W[TH VALVE EA 2 1,600.00
<br />
<br />0.00 0.00 2.130 200.00
<br />10.50 147.00 262.50 3,675.00
<br />3.00 55.50 1,803.00 33,355.50
<br />1,806.00 l.g06.00 4,066.00 4,066.00
<br />0.00 0.00 2.00 3,200.00
<br />
<br />658001 #3.xls PAGE I
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