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LAKE DRIV 2 LO 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 />DRESEL CONTRACTING INGRAM EXCAVATING HARDDRIVES, INC.
<br />ITEM MN /DOT UNIT TOTAL UNIT TOTAL UNIT TOTAL
<br />NO. NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT
<br />00$0000
<br />0 o
<br />cnnco
<br />.-N
<br />69 6969
<br />ui o
<br />N
<br />O
<br />US
<br />69
<br />2,765.00
<br />• 7,060.00
<br />4,930.00
<br />165.00
<br />595.00
<br />3,785.00
<br />2,035.00
<br />i 4,400.00
<br />i 22,915.44
<br />i 38,765.50
<br />i 18,826.50
<br />i 3,283.00
<br />i 10,500.00
<br />i 2,500.00
<br />i 2,445.00
<br />i 7,750.00
<br />7,750.00
<br />i 7,750.00
<br />9,951.00
<br />6 1,258.43
<br />102.00
<br />204.00
<br />54.00
<br />302.80
<br />6 2,106.00
<br />6 1,782.00
<br />480.00
<br />6 1,215.60
<br />6 4,486.30
<br />6 106.50
<br />947.40
<br />0N.0t-
<br />co co
<br />CO
<br />69696969
<br />co ui
<br />-0
<br />N n
<br />6 170,850.00
<br />6 141,295.00
<br />6 5,290.00
<br />6 4,320.00
<br />6 4,975.00
<br />6 1,080.00
<br />6 7,800.00
<br />6 1,249.50
<br />6 25,760.00
<br />$ 1,639,990.49
<br />69 69E9
<br />69
<br />69 69
<br />69 69
<br />--
<br />69 696969
<br />69
<br />67 6769
<br />vz
<br />917 6, 6,
<br />v: 6969
<br />6. _,
<br />_. _,
<br />_, _,
<br />_, _,
<br />_, _.
<br />_. _.
<br />_. _. _. _.
<br />0 0
<br />O 0
<br />O O
<br />9- -
<br />6 9 69
<br />1,725.00
<br />2,690.00
<br />2,765.00
<br />1,765.00
<br />290.00
<br />165.00
<br />595.00
<br />3,785.00
<br />2,035.00
<br />100.00
<br />0
<br />0
<br />O
<br />CO
<br />2.06
<br />7.75
<br />8.25
<br />33.50
<br />10.50
<br />2.50
<br />2,445.00
<br />7,750.00
<br />7,750.00
<br />0 Om
<br />O N I-
<br />O o7 O)
<br />n N N
<br />0 0 0
<br />0 0 0
<br />N N h
<br />0 0 N
<br />69
<br />37.85
<br />6 162.00
<br />6 162.00
<br />6 240.00
<br />0.15
<br />6 11.90
<br />6 0.15
<br />6 0.15
<br />6 0.30
<br />0.54
<br />6 12.80
<br />$ 7.35
<br />6 170,850.00
<br />6 141,295.00
<br />6 5,290.00
<br />6 4,320.00
<br />O O O O
<br />0 u? c O 0
<br />O .- N O
<br />O N ^O
<br />69696969
<br />69 69
<br />69 6 9
<br />69 69
<br />6 9 e r r
<br />69 69
<br />69
<br />69 6 9 69
<br />6 9 69
<br />69 69
<br />69 v7
<br />6 9 6 9 6 9
<br />6969
<br />v, v,
<br />v, v,
<br />__ __
<br />__ __
<br />__ __
<br />__ __
<br />__ __
<br />__ __
<br />$ 945.00
<br />$ 2,560.00
<br />41,580.00
<br />9,740.00
<br />2,505.00
<br />6,200.00
<br />4,590.00
<br />200.00
<br />$ 0
<br />00
<br />1010
<br />N
<br />i 1,885.00
<br />i 4,084.96
<br />171.52
<br />i 21,135.60
<br />i 36,964.78
<br />i 16,863.98
<br />i 2,940.00
<br />i 9,500.00
<br />i 2,500.00
<br />i 1,270.00
<br />i 9,000.00
<br />9,000.00
<br />9,000.00
<br />6 9,202.00
<br />972.90
<br />$ 00 00
<br />O O O
<br />O CO O
<br />280.00
<br />6 2,925.00
<br />6 2,475.00
<br />6 900.00
<br />6 1,458.72
<br />6 3,393.00
<br />00 CO
<br />Nc0
<br />cf N
<br />T
<br />6 9 69
<br />6 159.25
<br />6 81.00
<br />6 1,530.00
<br />6 9,558.00
<br />6 149,400.00
<br />6 140,800.00
<br />6 3,805.00
<br />6 3,500.00
<br />6 4,150.00
<br />300.00
<br />6 5,250.00
<br />6 1,155.00
<br />6 24,500.00
<br />$ 1,622,777.11
<br />6969 6 9 6969 69
<br />6 9 6 9
<br />6 9 69169
<br />69 6969
<br />EH 69
<br />69 6969
<br />69 v: v7 69
<br />6 9 69 6 9
<br />v, v,
<br />v, v,
<br />69 _,
<br />_, _,
<br />_, 6,6969
<br />_, _.
<br />_, _. _. -.
<br />945.00
<br />1,280.00
<br />1,540.00
<br />2,435.00
<br />2,505.00
<br />1,550.00
<br />270.00
<br />200.00
<br />550.00
<br />3,500.00
<br />1,885.00
<br />92.84
<br />171.52
<br />1.90
<br />7.39
<br />7.39
<br />30.00
<br />9.50
<br />2.50
<br />1,270.00
<br />00'£Z
<br />09'I. Z
<br />00'000'6
<br />00'000'6
<br />00'000'6 '.
<br />50.00
<br />95.00
<br />25.00
<br />35.00
<br />225.00
<br />225.00
<br />450.00
<br />CO 0
<br />O
<br />O O)
<br />69 69
<br />O CO
<br />N.-
<br />O O
<br />6969
<br />6 0.35
<br />6 1.00
<br />6 9.00
<br />9.00
<br />6 149,400.00
<br />6 140,800.00
<br />6 3,805.00
<br />3,500.00
<br />00'099' l 9
<br />9L' I.
<br />00'9
<br />00'09 1.'t? $
<br />yr 69
<br />69 69 69 6969
<br />69
<br />6a 6a
<br />69 69 W.
<br />69 69 69
<br />69 696969
<br />6969696967
<br />yr 67 v:
<br />v, 6,
<br />v, v.
<br />_, _.
<br />_. _,
<br />_. _.
<br />_- _.
<br />1,400.00
<br />4,000.00
<br />35,100.00
<br />10,300.00
<br />3,200.00
<br />7,200.00
<br />$ 5,100.00
<br />$ 400.00
<br />$ 650.00
<br />$ 500.00
<br />$ 875.00
<br />$ 8,800.00
<br />$ 500.00
<br />$ 27,698.76
<br />$ 34,763.90
<br />$ 15,859.90
<br />$ 3,136.00
<br />$ 14,000.00
<br />$ 5,000.00
<br />$ 2,400.00
<br />0
<br />O 0 00
<br />10100 g
<br />.-) N
<br />r
<br />$ 70.00
<br />$ 200.00
<br />$ 80.00
<br />$ 440.00
<br />$ 3,250.00
<br />$ 2,750.00
<br />$ 900.00
<br />$ 1,701.84
<br />$ 3,694.60
<br />$ 149.10
<br />$ 1,326.36
<br />$ 204.75
<br />$ 81.00
<br />$ 1,700.00
<br />$ 10,620.00
<br />$ 159,000.00
<br />$ 134,400.00
<br />$ 5,000.00
<br />$ 4,200.00
<br />$ 5,000.00
<br />$ 450.00
<br />$ 6,000.00
<br />$ 1,190.00
<br />$ 25,200.00
<br />$ 1,614,531.81
<br />6, 6909
<br />6969 696969
<br />i 300.00
<br />i 400.00
<br />i 650.00
<br />i 500.00
<br />i 875.00
<br />i 200.00
<br />i 500.00
<br />i 2.49
<br />6.95
<br />6.95
<br />i 32.00
<br />14.00
<br />5.00
<br />6 2,400.00
<br />i 11,500.00 9
<br />6 11,500.00 9
<br />6 5,000.00 9
<br />6 30.00 9
<br />6 32.00 9
<br />6 70.00
<br />6 100.00
<br />6 40.00
<br />6 55.00
<br />6 250.00
<br />6 250.00
<br />6 450.00
<br />6 0.21
<br />6 9.80
<br />6 0.21
<br />6 0.21
<br />0.45
<br />1.00
<br />10.00
<br />10.00
<br />159,000.00
<br />6 134,400.00
<br />6 5,000.00
<br />6 4,200.00
<br />5,000.00
<br />9.00
<br />2.00
<br />6 1,700.00
<br />$ 1.80
<br />{ 1,400.00 [
<br />2,000.00 [
<br />i 1,300.00
<br />2,575.00
<br />3,200.00
<br />i 1,800.00
<br />69 6969
<br />69 69 69
<br />6969
<br />69 6969
<br />6969
<br />69 69 69
<br />69 69
<br />69 6969676967
<br />v,
<br />v, 69
<br />v, v,
<br />v, v,
<br />_, _,
<br />_. _.
<br />_, _.
<br />_, _.
<br />_. _.
<br />_. _.
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<br />SIG SYS
<br />SIG SYS
<br />LS
<br />LS
<br />LS
<br />EA
<br />LF
<br />ACRE
<br />SY
<br />,-
<br />27
<br />4
<br />1
<br />4
<br />� �.-
<br />4-
<br />. -.-
<br />11,124
<br />5,002
<br />2,282
<br />CO
<br />0
<br />000' L
<br />. -6
<br />�
<br />1
<br />2
<br />2
<br />8
<br />13
<br />8,104
<br />377
<br />710
<br />6,316
<br />455
<br />81
<br />170
<br />1,062
<br />1.00
<br />1.00
<br />O$
<br />1.00
<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 6618
<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 />2506.502
<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 />10
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<br />m m
<br />ac $ CO
<br />m CO
<br />rn rn
<br />rn rn 0 rn
<br />CD rn
<br />rn rn 0 o 0
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