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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 />1
<br />•
<br />$ 731.50
<br />$ 612.00
<br />$ 770.00
<br />$ 2,370.00
<br />$ 868.00
<br />$ 1,930.50
<br />$ 1,488.00
<br />$ 2,332.00
<br />8
<br />s
<br />r
<br />T
<br />4,
<br />888
<br />Gtn
<br />m
<br />CO
<br />69.69690,
<br />:
<br />^s
<br />r-
<br />6 13,699.00
<br />6 4,998.00
<br />47,272.00
<br />6 15,600.75
<br />6 606.25
<br />6 1,575.00
<br />6 1,845.00
<br />1,500.00
<br />6 3,008.75
<br />6 2,276.50
<br />8888
<br />N
<br />IDsTo
<br />� N
<br />to
<br />cC0
<br />N
<br />6 158,215.75
<br />$ 203,955.79
<br />$ 92,792.30 1
<br />$ 11,102.00
<br />$ 158,215.75
<br />vt
<br />La
<br />ID
<br />CO
<br />a
<br />4,
<br />0,
<br />0, vs] vs.
<br />0, 0, 0,
<br />0,r,
<br />694,6969
<br />$ 7.70
<br />$ 102.00
<br />1$ 7.70
<br />$ 23.70
<br />$ 21.70
<br />$ 35.10
<br />00
<br />nCDtL
<br />CD
<br />W
<br />r
<br />4969
<br />0000)00
<br />69
<br />C
<br />4,4,4,4,
<br />$ 30.40
<br />$ 33.55
<br />$ 1.25
<br />$ 45.00
<br />$ 12.30
<br />$ 3.00
<br />$ 7.25
<br />$ 2.90
<br />88
<br />�Q
<br />N `
<br />.= N
<br />ID
<br />69 69
<br />$ 0.04
<br />$ 0.40
<br />•
<br />••
<br />• •
<br />•r•
<br />• •
<br />• •
<br />80 8 p
<br />ppp8p p
<br />Ch '- N
<br />1pp,4,4949ppCp
<br />$ 800.00
<br />$ 1,650.00
<br />$ 1,400.00
<br />$ 1,300.00
<br />8
<br />8
<br />it?
<br />N
<br />r
<br />49
<br />8,810.00
<br />350.00
<br />1,071.00
<br />14,044.80
<br />4,641.00
<br />48,453.80
<br />182.70
<br />2,614.50
<br />1,000.00
<br />6,225.00
<br />2,355.00
<br />6 1,116.00
<br />6 44,075.00
<br />p pp
<br />o
<br />CD No
<br />('.1 .
<br />6 154,359.95
<br />$ 195,212.79
<br />$ 105,978.24
<br />$ 12,600.00I
<br />$ 154,359.95
<br />001
<br />-
<br />CD
<br />S
<br />a
<br />M
<br />4,449494
<br />en vs
<br />vs vs
<br />vs vs
<br />vs
<br />4949
<br />$ 10.00
<br />$ 500.00
<br />$ 10.00
<br />$ 25.00
<br />00 p0p p0p
<br />NC07tON
<br />m CD
<br />49 49 49 49
<br />2.00
<br />10.00
<br />3.00
<br />6 10.56
<br />6 13.00
<br />6 31.16
<br />5.22
<br />17.43
<br />2.00
<br />6 15.00
<br />3.00
<br />1,200.00
<br />6 44,075.00
<br />0.21
<br />0.44
<br />4,4,69690,
<br />w 0,
<br />0, 0, 0,
<br />w w
<br />0, w
<br />0, 0,
<br />$ 712.50
<br />$ 450.06
<br />$ 750.00
<br />$ 2,219.00
<br />$ 807.20
<br />$ 1,848.00
<br />$ 1,165.56
<br />$ 2,215.16
<br />O
<br />.-
<br />11,012.50
<br />175.00
<br />1,428.00
<br />14,616.70
<br />5,062.26
<br />49,635.60
<br />b
<br />CI
<br />CD
<br />.-
<br />6 1,323.00
<br />6 2,098.50
<br />6 1,000.00
<br />6 3,320.00
<br />2,394.25
<br />6 1,220.63
<br />45,150.00
<br />6 116.00
<br />6 2,100.00
<br />A
<br />pp
<br />P
<br />tO
<br />4,
<br />$ 193,686.34
<br />$ 89,858.85
<br />$ 10,167.48
<br />$ 157,669.74
<br />$ 451,382.41
<br />690 0, o, 40
<br />40 e,
<br />n o, v,
<br />e, a,
<br />vs o,
<br />o, 0,
<br />$ 7.50
<br />$ 75.01
<br />$ 7.50
<br />$ 22.19
<br />$ 20.18
<br />$ 33.60
<br />$ 291.39
<br />$ 1,107.58
<br />$ 2.50
<br />$ 5.00
<br />$ 4.00
<br />$ 10.99
<br />$ 14.18
<br />$ 31.92
<br />$ 35.23
<br />$ 1.31
<br />$ 37.80
<br />$ 13.99
<br />$ 2.00
<br />$ 8.00
<br />$ 3.051
<br />$ 1,312.50
<br />$ 45,150.00
<br />$ 0.04
<br />$ 0.42
<br />J W J J
<br />J J a W
<br />CC y J J F6
<br />y J
<br />V N
<br />Q J
<br />J J
<br />0 O p O Op
<br />004 0 00
<br />40.0
<br />55.0
<br />4.0
<br />2.0
<br />4405.0
<br />35.0
<br />357.0
<br />1330.0
<br />357.0
<br />1555.0
<br />465.0
<br />485.0
<br />35.0
<br />150.0
<br />500.0
<br />415.0
<br />785.0
<br />0'I
<br />6'0
<br />O Op
<br />§O 8
<br />N N
<br />STORM SEWER
<br />REMOVE CULVERTS
<br />REMOVE GS APRONS
<br />REMOVE STORM PIPE
<br />15" RCP STORM SEWER
<br />15" CMP CULVERT
<br />30" CMP CULVERT
<br />15" GS APRONS W/ TRASH GUARDS
<br />30" GS APRONS W/ TRASH GUARDS
<br />SUBTOTAL STORM SEWER
<br />STREETS AND RESTORATION
<br />REMOVE BITUMINOUS PAVEMENT
<br />REMOVE CONCRETE PAVEMENT
<br />REMOVE CONCRETE CURB & GUTTER
<br />AGGREGATE BASE CLASS 5
<br />B618 CONC. CURB & GUTTER
<br />2350 TYPE LV 2 OR 3 NON WEAR. COURSE
<br />2350 TYPE LV 4 WEARING COURSE
<br />CRS -1 BITUMINOUS MATERIAL FOR TACK
<br />CONCRETE PAVEMENT
<br />AGGREGATE BASE CLASS 5 FOR SHOULDERING
<br />SILT FENCE
<br />TOPSOIL BORROW
<br />SODDING
<br />SEEDING
<br />TRAFFIC CONTROL
<br />4" BROKEN YELLOW LATEX
<br />4" SOLID WHITE LATEX
<br />SUBTOTAL STREETS AND RESTORATION
<br />SANITARY SEWER
<br />WATERMAIN
<br />STORM SEWER
<br />STREETS AND RESTORATION
<br />TOTAL BID
<br />r N CI a
<br />tD CD P CO
<br />r N C7 a ID CO P co
<br />Of 0 ''
<br />V N,.,
<br />a in
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<br />BID TABULATION
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