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N STREET TOLTZ, KING, DUVALL, ANDERSON
<br />TRUNK UTILITY IMPROVEMENTS AND ASSOCIATES, INCORPORATED
<br />CITY OF LINO LAKES, MINNESOTA ENGINEERS- ARCHITECTS- PLANNERS
<br />COMMISSION NO. 12100 -02
<br />TABULATION OF BIDS
<br />BIDS OPENED: 11/7/00
<br />*DENOTES ERROR IN BIDDERS CALCULATION
<br />NORTHDALE CONSTR. CO. MCS LANDWEHR CONSTR. INC.
<br />ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL
<br />NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT
<br />88888°
<br />m.
<br />o C0
<br />vroonCO
<br />O
<br />6!(9
<br />. .
<br />co 0 if:
<br />Cr)Nr
<br />43 49
<br />Q .
<br />0f CD
<br />49 69
<br />448.00
<br />909.90
<br />6 1,260.00
<br />6 2,745.00
<br />6 15,690.00
<br />6 19,869.00
<br />88
<br />.
<br />mI
<br />93? d'N
<br />iH�p��w
<br />6 12,000.00
<br />6 2,984.04
<br />6 4,848.00
<br />6 3,665.40
<br />°0
<br />. .
<br />.-o
<br />6 3,780.00
<br />6 1,102.75
<br />203,955.79
<br />6 1,340.00
<br />23,790.00
<br />6 4,099.20
<br />6 36,297.00
<br />6 1,644.00
<br />6 3,565.00
<br />900.00
<br />6 5,430.00
<br />321.00
<br />6 3,876.60
<br />6 3,857.10
<br />88
<br />V CO
<br />6 92,792.30
<br />49 es
<br />err w
<br />err
<br />P. P. Q.
<br />vs: V. err
<br />444407
<br />w err
<br />or
<br />P. 07
<br />69
<br />6944
<br />err N
<br />0 .-008
<br />06�88
<br />at0
<br />10
<br />49 43
<br />49 49
<br />8
<br />69 49
<br />6 32.00
<br />33.70
<br />pw
<br />00
<br />o°i�
<br />6 52.30
<br />6 53.70
<br />6 57.60
<br />6 60.60
<br />80
<br />$8
<br />N
<br />6 606.00
<br />6 14.90
<br />6 13.90
<br />6 260.00
<br />6 21.00
<br />6 0.55
<br />$ 1,340.00
<br />$ 130.00
<br />$ 22.40
<br />$ 21.80
<br />$ 548.00
<br />$ 713.00
<br />$ 900.00
<br />$ 1,810.00
<br />$ 321.00
<br />$ 14.20
<br />$ 12.90
<br />0On
<br />�8N
<br />49 49 69
<br />rs 07
<br />f9 44
<br />err err
<br />err rr
<br />43 49
<br />err err
<br />or rr
<br />rr rr
<br />8888
<br />gyp. 8.
<br />2 M8a
<br />NC)
<br />61 H6►49
<br />28,324.74
<br />1,120.00
<br />88
<br />fob.
<br />8N F3
<br />1,050.00
<br />1 ,830.00
<br />88
<br />8. 8.
<br />Oa0O
<br />rse
<br />61
<br />34,875.00
<br />11,025:00
<br />12,000.00
<br />3,453.75
<br />4,000.00
<br />2,460.00
<br />2,990.00
<br />1,200.00
<br />2,700.00
<br />1,203.00
<br />195,212.79
<br />1,000.00
<br />28,324.74
<br />405.00
<br />2,840.00
<br />3,660.00
<br />49,950.00
<br />1,500.00
<br />3,500.00
<br />1,000.00
<br />4,500.00
<br />250.00
<br />2,730.00
<br />2,990.00
<br />400.00
<br />800.00
<br />2,128.50
<br />105,978.24
<br />49 err err
<br />rr err rr rr err err 49 49 49 69 err
<br />err
<br />err yr
<br />49
<br />err err
<br />6l
<br />or or
<br />err rr 69 49 49 H
<br />6 17,562.50
<br />10.00
<br />6 2,000.00
<br />6 131.20
<br />6 154.78
<br />20.00
<br />6 20.00
<br />6 30.00
<br />6 30.00
<br />6 10.00
<br />6 40.00
<br />6 40.00
<br />6 45.00
<br />6 45.00
<br />$ 2,000.00
<br />$ 125.00
<br />$ 500.00
<br />$ 10.00
<br />$ 10.00
<br />$ 150.00
<br />$ 15.00
<br />$ 0.60
<br />$ 1,000.00
<br />$ 154.78
<br />$ 15.00
<br />$ 20.00
<br />$ 20.00
<br />$ 30.00
<br />$ 500.00 1
<br />$ 700.00 11
<br />$ 1,000.00
<br />$ 1,500.00
<br />$ 250.00
<br />$ 10.00
<br />$ 10.00
<br />$ 50.00
<br />$ 100.00
<br />$ 1.50
<br />err err err err
<br />rr or
<br />or or
<br />or or
<br />or or
<br />or or
<br />' r690
<br />I
<br />888°
<br />. ..
<br />rn8m25o
<br />,- co
<br />4p9 6! 6! 6!
<br />27,093.15
<br />1,614.48
<br />420.14
<br />849.42
<br />---`s
<br />r
<br />49 49
<br />14,742.00
<br />18,714.60
<br />40,602.25
<br />13,403.95
<br />10,125.36
<br />2,879.32
<br />3,780.56
<br />2,290.26
<br />651.82
<br />1,340.80
<br />1.80
<br />1,162.90
<br />193,686.34
<br />0��
<br />QQ.
<br />250 4
<br />r N
<br />49 49 49
<br />2,507.72
<br />1,926.99
<br />38,278.35
<br />1,488.54
<br />3,306.30
<br />849.20
<br />4,258.11
<br />311.91
<br />2,650.83
<br />774.41
<br />246.08
<br />701.76
<br />4,058.34
<br />89,858.85
<br />err err err rr rr n err or or
<br />err
<br />rr, err
<br />or or
<br />rr err
<br />rr rr
<br />err or rr err err rr rr rr
<br />13,952.50
<br />10.00
<br />6 1,000.00
<br />6 -_- 123.90_
<br />6 148.05
<br />6 28.83
<br />6 30.01
<br />6 31.46
<br />6 33.26
<br />3.01
<br />6 49.14
<br />6 50.58
<br />6 52.39
<br />6 54.71
<br />1,687.56
<br />104.21
<br />472.57
<br />9.31
<br />2.18
<br />167.60
<br />0.01
<br />0.58
<br />$ 1,000.00
<br />$ 148.05
<br />$ 15.08
<br />$ 17.66
<br />$ 10.53
<br />$ 22.99
<br />$ 496.18
<br />$ 661.26
<br />$ 849.20
<br />$ 1,419.37
<br />$ 311.91
<br />$ 9.71
<br />$ 2.59
<br />$ 30.76
<br />$ 87.72
<br />2.86
<br />6969 w sr
<br />err err
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<br />J J W J
<br />J J
<br />J J
<br />J J
<br />J J
<br />J J
<br />W J W J J W O J
<br />W J J
<br />a
<br />J J J W W W W W J J W W m
<br />1.0
<br />30.0
<br />1.0
<br />299.0
<br />183.0
<br />56.0
<br />14.0
<br />27.0
<br />0 0�
<br />N 2
<br />300.0
<br />370.0
<br />775.0
<br />245.0
<br />6
<br />27.6
<br />8.0
<br />246.0
<br />299.0
<br />8.0
<br />180.0
<br />2005.0
<br />1.0
<br />183.0
<br />27.0
<br />142.0
<br />183.0
<br />1665.0
<br />3.0
<br />5.0
<br />1.0
<br />3.01
<br />1.0',
<br />273.0
<br />299.0
<br />8.0
<br />8.0
<br />1419.0
<br />SANITARY SEWER
<br />MOBLIZATION
<br />REMOVE 21" SANITARY SEWER PIPE
<br />CONNECT TO EXISTING SANITARY SEWER MH
<br />JACK/AUGER 12" STEEL CASING PIPE
<br />JACK/AUGER 18" STEEL CASING PIPE
<br />8" PVC, SDR 35 SAN. SEW. (10' -12' DEEP)
<br />8" PVC, SDR 35 SAN. SEW. (12' -14' DEEP)
<br />8" PVC, SDR 35 SAN. SEW. (14' -16' DEEP)
<br />8" PVC, SDR 35 SAN. SEW. (16' -18' DEEP)
<br />18" PVC, SDR 35 SAN. SEW. THROUGH CASING
<br />21" PVC, SDR 26 SAN. SEW. (10' -12' DEEP)
<br />121" PVC, SDR 26 SAN. SEW. (12' -14' DEEP)
<br />21" PVC, SDR 26 SAN. SEW. (14' -16' DEEP)
<br />21" PVC, SDR 26 SAN. SEW. (16' -18' DEEP)
<br />CONSTRUCT 4' DIA. MANHOLE TYPE 301(10' DEPTI-
<br />EXTRA DEPTH OF 4' DIA. MH
<br />4" ON 21" PVC, SDR26 WYE BRANCH
<br />4" PVC, SCH40 SERVICE PIPE
<br />4" PVC, SCH40 SERVICE PIPE THROUGH CASING
<br />4" PVC, SCH40 SERVICE CLEANOUT
<br />TRENCH STABILIZATION ROCK
<br />TELEVISE SANITARY SEWER MAINS
<br />SUBTOTAL SANITARY SEWER
<br />CONNECT TO EXIST. 12 "DIP WATERMAIN
<br />JACK/AUGER 18" STEEL CASING
<br />6 "DIP CLASS 52 WATERMAIN
<br />8 "DIP CLASS 52 WATERMAIN
<br />8 "DIP CLASS 52 WATERMAIN THROUGH CASING
<br />12 "DIP CLASS 52 WATERMAIN
<br />6" RES. SEAT GATE VALVE AND BOX
<br />8" RES. SEAT GATE VALVE AND BOX
<br />12" BUTTERFLY VALVE AND BOX
<br />6" HYDRANT (8' -6" BURY)
<br />6" HYDRANT EXTENSION - FURNISH AND INSTALL
<br />1" TYPE "K" COPPER WATER SERVICE
<br />1" TYPE "K" COPPER SERVICE THROUGH CASING
<br />1" CORPORATION STOP
<br />1" CURB STOP AND BOX
<br />MJDIP FITTINGS
<br />SUBTOTAL WATERMAIN
<br />r N co<1010
<br />r CO
<br />WOrN
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<br />BID TABULATION
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