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LAKE DRIVWLLO DRIVE IMPROVEMENTS TOLTZ, KING, DUVALL, ANDERSON
<br />CITY OF LINO LAKES, MINNESOTA AND ASSOCIATES, INCORPORATED
<br />COMMISSION NO. 12426 -01 ENGINEERS - ARCHITECTS - PLANNERS
<br />TABULATION OF BIDS
<br />BIDS OPENED: MARCH 4, 2002 'DENOTES ERROR IN BIDDERS CALCULATION
<br />NORTHWEST ASPHALT EUREKA CONSTRUCTION GLENN REHBEIN EXCAVATING
<br />ITEM MN /DOT UNIT TOTAL UNIT TOTAL UNIT TOTAL
<br />NO. NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT
<br />O
<br />0
<br />co
<br />69
<br />2,470.00
<br />41,715.00
<br />9,480.00
<br />2,780.00
<br />11,540.00
<br />11,560.00
<br />360.00
<br />0 0
<br />0 0
<br />CO
<br />O 9
<br />.-
<br />0 0 0 1
<br />0 0 0∎
<br />r N CO.
<br />v (0 '-
<br />N c0
<br />22,248.00
<br />36,264.50
<br />17,685.50
<br />0 0 0 1
<br />c0 0 0
<br />0 0 0
<br />r 0
<br />.- O CO
<br />C) .- N∎
<br />2,355.00
<br />9,500.00
<br />9,500.00
<br />9,500.00
<br />9,630.00
<br />CO 0 0
<br />— 0 0
<br />ro 0 0
<br />0000
<br />N .• N
<br />.-
<br />0 0
<br />0 0
<br />N N
<br />N
<br />69
<br />6 3,055.00
<br />6 2,585.00
<br />940.00
<br />6 1,620.80
<br />6 3,581.50
<br />6 142.00
<br />6 1,263.20
<br />6 159.25
<br />0 0
<br />0 0
<br />0 001
<br />CO,-
<br />CO
<br />.-
<br />69 69
<br />0 0
<br />0 0
<br />0
<br />CO
<br />O O
<br />0 4
<br />d9 69
<br />$ 136,000.00
<br />6 5,100.00
<br />$ 4,100.00
<br />6 4,800.00
<br />0 0
<br />O O
<br />0 0
<br />00
<br />(D 0
<br />N 0
<br />69 69
<br />$ 2,355.50
<br />6 30,800.00
<br />$ 1,743,304.93
<br />69 V) 6969 69
<br />6969
<br />69 V)
<br />V) 69 V)
<br />69 vs 69
<br />69 d9 69
<br />VT,'
<br />yr 7169
<br />V) fa 69
<br />d9
<br />e, .,, by
<br />.., .., _. ... _.
<br />_. _.
<br />_. _.
<br />_. _.
<br />0
<br />0
<br />O
<br />CO
<br />69
<br />1,235.00
<br />1,545.00
<br />2,370.00
<br />2,780.00
<br />2,885.00
<br />680.00
<br />360.00
<br />1,030.00
<br />1,340.00
<br />0 0 0
<br />0 0 0
<br />N CO
<br />V' r-
<br />N .-•
<br />2.00
<br />7.25
<br />7.75
<br />0 0
<br />O CO
<br />,�-. N
<br />0 0
<br />O O
<br />0
<br />C) 0
<br />N 0)
<br />6 9,500.00
<br />6 9,500.00
<br />22.50
<br />6 28.75
<br />6 100.00
<br />6 100.00
<br />6 26.00
<br />6 36.50
<br />6 235.00
<br />6 235.00
<br />6 470.00
<br />0.20
<br />9.50
<br />6 0.20
<br />0.20
<br />6 0.35
<br />1.05
<br />9.50
<br />6 9.50
<br />6 164,000.00
<br />6 136,000.00
<br />6 5,100.00
<br />6 4,100.00
<br />$ 4,800.00
<br />$ 52.00
<br />$ 2.00
<br />$ 3,365.00
<br />2.20
<br />d9 69 6969
<br />69
<br />69 v)
<br />69 69
<br />69 Vi 6969
<br />m 69
<br />m 69 6%
<br />69 69
<br />VT VV. U7
<br />w 69
<br />or orlo, ., , ...
<br />v,
<br />_. _.
<br />_. _.
<br />_. _.
<br />_
<br />_. .
<br />25,029.00
<br />35,014.00 •
<br />17,115.00 MI
<br />O O
<br />0 0
<br />00
<br />00
<br />dN
<br />2,300.00
<br />6 8,000.00
<br />6 8,000.00
<br />6 8,000.00 •
<br />6 9,416.00 I.
<br />6 1,184.40
<br />100.00 IN
<br />6 200.00 •
<br />100.00
<br />320.00
<br />6 1,950.00
<br />6 1,650.00
<br />500.00
<br />6 1,215.60
<br />6 4,524.00
<br />6 106.50
<br />6 947.40
<br />$ 136.50
<br />81.00
<br />6 2,040.00
<br />6 7,434.00
<br />$ 163,000.00
<br />6 131,000.00
<br />$ 5,000.00
<br />$ 4,000.00
<br />$ 5,000.00
<br />$ 500.00
<br />$ 6,000.00
<br />$ 1,400.00
<br />6 28,000.00
<br />$ 1,734,593.40
<br />0
<br />0
<br />co
<br />69
<br />2,800.00
<br />41,850.00
<br />9,200.00
<br />O
<br />O
<br />r
<br />3,400.00
<br />200.00
<br />500.00
<br />1,000.00
<br />1,000.00
<br />7,260.00
<br />250.00
<br />69 6969
<br />V) 69
<br />69 6909 6969
<br />6» 69
<br />v: al- 69
<br />w V) 69
<br />w
<br />v: yr w
<br />or d9 69
<br />or o, o, .,, .,,
<br />.., -. -. _. _.
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<br />.. ..
<br />_. _.
<br />0
<br />0
<br />0
<br />O
<br />CO
<br />V)
<br />1,400.00
<br />1,550.00 Ilf
<br />2,300.00
<br />2,700.00
<br />2,200.00
<br />200.00
<br />200.00
<br />500.00
<br />1,000.00
<br />1,000.00
<br />165.00
<br />250.00
<br />2.25
<br />7.00
<br />7.50
<br />0 0
<br />0 0
<br />ON
<br />00'000'8
<br />00'00£'Z °.
<br />8,000.00
<br />8,000.00
<br />22.00
<br />00'001
<br />00'001
<br />00.8Z
<br />50.00 I
<br />40.00
<br />150.00
<br />150.00
<br />250.00
<br />0.15
<br />$ 12.00
<br />$ 0.15
<br />0.15
<br />0.30
<br />0 0 0 0
<br />0 0 0 O
<br />r• cmr0
<br />O
<br />CO
<br />CD
<br />$ 131,000.00
<br />$ 5,000.00
<br />$ 4,000.00
<br />$ 5,000.00
<br />O 0 O
<br />O O O
<br />ON0001
<br />O
<br />N
<br />69 69
<br />69 69 69
<br />69 6969 d9
<br />69 vs yr
<br />yr ,9 yr
<br />yr 69 69
<br />yr et*
<br />v.: *my*
<br />cr .* er
<br />c, ..,
<br />...
<br />0 O
<br />0
<br />7. e-
<br />69
<br />3,250.00
<br />51,786.00
<br />11,116.00
<br />3,207.00
<br />9,936.00
<br />2,604.40
<br />400.00
<br />738.00
<br />2,610.00
<br />2,488.00
<br />4,268.00
<br />184.00
<br />00'099'Z
<br />00'000'1. L '.
<br />06'68 VC '.
<br />tiL'L£L'LL `.
<br />09'4LS'9£
<br />00'6Z0'SZ
<br />1000
<br />MO
<br />co O
<br />Cl. N
<br />.- co
<br />8,500.00
<br />2,500.00
<br />9,659.96
<br />O 0
<br />N O 0
<br />N r N
<br />••
<br />((0 00
<br />N 0)
<br />10 01
<br />N
<br />6969
<br />6 2,047.50
<br />6 1,732.50
<br />472.50
<br />6 1,215.60
<br />6 4,354.35
<br />6 106.50
<br />6 947.40
<br />$ 131.95
<br />42.93
<br />$ 2,114.80
<br />6 7,603.92
<br />$ 156,870.00
<br />$ 132,840.00
<br />$ 3,995.00
<br />$ 3,675.00
<br />$ 4,357.00
<br />$ 3,750.00
<br />$ 10,560.00
<br />$ 1,212.75
<br />$ 25,200.00
<br />0
<br />cc;
<br />T
<br />co
<br />N
<br />r
<br />0)
<br />69 6969
<br />C46)
<br />69 69 69 69
<br />69 69 V)
<br />Wu* 69 w or w
<br />69 69
<br />or w 69
<br />69 69 69
<br />.., .,, .....,
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<br />..... __ __ __
<br />__ __
<br />__ __
<br />__ __ __ __
<br />0
<br />0
<br />•.
<br />69
<br />1,625.00
<br />1,918.00
<br />2,779.00
<br />3,207.00
<br />2,484.00
<br />153.20
<br />400.00
<br />i 738.00
<br />2,610.00
<br />i 2,488.00
<br />97.00
<br />i 184.00
<br />i 2.25
<br />i 7.30
<br />i 7.77
<br />32.55
<br />11.00
<br />i 2.65
<br />6 1,333.50
<br />8,500.00
<br />6 8,500.00
<br />6 2,500.00
<br />22.57
<br />00'001
<br />00'001
<br />88'8Z
<br />26.25
<br />6 36.75
<br />6 157.50
<br />6 157.50
<br />6 236.25
<br />6 0.15
<br />11.55
<br />0.15
<br />0.15
<br />$ 0.29
<br />6 0.53
<br />12.44
<br />7.16
<br />6 156,870.00
<br />6 132,840.00
<br />6 3,995.00
<br />$ 3,675.00
<br />$ 4,357.00
<br />$ 75.00
<br />$ 3.52
<br />$ 1,732.50
<br />$ 1.80
<br />69 69
<br />69V) 69
<br />69 69 69 69
<br />69 69 69
<br />vs v369 d9 09 69
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<br />...... _.
<br />_. _.
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<br />w
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<br />EA
<br />LS
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<br />LF
<br />LF
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<br />SF
<br />SIG SYS
<br />SIG SYS
<br />LS
<br />LS
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<br />LF
<br />ACRE
<br />SY
<br />,-
<br />2
<br />27
<br />ar
<br />17
<br />1
<br />1
<br />1
<br />••
<br />11,124
<br />5,002
<br />2,282
<br />98
<br />1,000
<br />1,000
<br />.- __.-
<br />42.3
<br />1
<br />2
<br />N CO O
<br />8,104
<br />377
<br />710
<br />6,316
<br />455
<br />00' L
<br />Z90' L
<br />OLL
<br />1.8
<br />1.00
<br />1.00
<br />O p
<br />50.00
<br />3,000.00
<br />0.70
<br />14,000.00
<br />CONST CATCH BASIN DESIGN H
<br />CONST CB/MH DESIGN 402, 0 -10' DP
<br />CONST CB/MH DESIGN 406 - 48" DIA, 0 -10' DP
<br />CONST CB/MH DESIGN 406 - 60" DIA, 0 -10' DP
<br />CONST CB/MH DESIGN 406 - 66" DIA, 0 -10' DP
<br />CONST SAN SEWER MH DESIGN 301, 0 -10' DP
<br />RECONSTRUCT SANITARY MANHOLES
<br />ADJUST FRAME AND RING CASTING
<br />CONNECT TO EXIST STORM SEW MANHOLE
<br />CONNECT TO EXIST SAN SEW MANHOLE
<br />OUTSIDE DROP FOR MANHOLE
<br />EXTRA DEPTH OF 48" DIA MANHOLE
<br />EXTRA DEPTH OF 60" DIA MANHOLE
<br />4" CONCRETE WALK
<br />CONCRETE CURB AND GUTTER DESIGN 8418
<br />CONCRETE CURB AND GUTTER DESIGN B618
<br />6" CONCRETE DRIVEWAY PAVEMENT
<br />CONCRETE MEDIAN BARRIER DESIGN 8337
<br />RELOCATE CONCRETE MEDIAN BARRIER
<br />INSTALL SALVAGED LIGHTING UNIT
<br />TRAFFIC CONTROL PHASE 1
<br />TRAFFIC CONTROL, PHASE 2
<br />TRAFFIC CONTROL, PHASE 3
<br />SIGN PANELS TYPE C
<br />SIGN PANELS TYPE D
<br />INSTALL SIGN TYPE C
<br />(INSTALL SIGN TYPE D
<br />DELINEATOR TYPE CYLINDER STYLE
<br />DELINEATOR TYPE (X4 -2)
<br />PAVEMENT MESSAGE (LEFT ARROW) POLY PREFORM
<br />PAVEMENT MESSAGE (RIGHT ARROW) POLY PREFORM
<br />PAVT MESSAGE (RIGHT -THRU ARROW) POLY PREFORM
<br />4" SOLID LINE WHITE -PAINT
<br />24" SOLID LINE WHITE -POLY PREFORMED
<br />4" BROKEN LINE WHITE -PAINT
<br />4" SOLID LINE YELLOW -PAINT
<br />4" DOUBLE SOLID LINE YELLOW -PAINT
<br />8" BROKEN LINE WHITE -PAINT
<br />24" SOLID LINE YELLOW -POLY PREFORMED
<br />ZEBRA CROSSWALK WHITE -POLY PREFORMED
<br />FULL T ACT T CONTROL SIGNAL SYSTEM A
<br />FULL T ACT T CONTROL SIGNAL SYSTEM B
<br />EMERGENCY VEHICLE PREEMPTION SYSTEM A
<br />EMERGENCY VEHICLE PREEMPTION SYSTEM B
<br />TRAFFIC CONTROL INTERCONNECTION
<br />BALE CHECK AT CATCH BASIN
<br />SILT FENCE, TYPE MACHINE SLICED
<br />SEEDING, MIXTURE 60B
<br />SODDING. TYPE SALT RESISTANT
<br />TOTAL
<br />0
<br />2506.502
<br />2506.502
<br />2506.502
<br />2506.502
<br />2506.502
<br />2506.511
<br />2506.522
<br />2506.602
<br />2506.602
<br />2506.602
<br />2506.603
<br />2506.603
<br />2521.501
<br />2531.501
<br />2531.501
<br />2531.507
<br />2533.603
<br />2533.603
<br />2545.602
<br />2563.601
<br />2563.601
<br />2563.601
<br />2564.531
<br />2564.531
<br />2564.537
<br />2564.537
<br />2564.55
<br />2564.55
<br />2564.602
<br />2564.602
<br />2564.602
<br />2564.603
<br />2564.603
<br />2654.603
<br />2654.603
<br />2564.603
<br />2564.603
<br />2564.603
<br />2564.618
<br />2565.511
<br />2565.511
<br />2565.601
<br />2565.601
<br />2565.601
<br />2573.501
<br />2573.603
<br />2575.501
<br />2575.505
<br />((00
<br />•
<br />(0 C00
<br />(1) (07 N
<br />ccoo (o co N c00
<br />ccoo 0 (00
<br />ccoo CO c0 0 r n
<br />CO n
<br />0- fro n
<br />0- 0) 0
<br />co co
<br />CO o) coo
<br />co 0 oo a) 0))
<br />O) ON) co rn
<br />001 0
<br />co CO
<br />001 0 0
<br />
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