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LAKE DRIVWLLO DRIVE IMPROVEMENTS i TOLTZ, KING, DUVALL, ANDERSOI
<br />CITY OF LINO LAKES, MINNESOTA AND ASSOCIATES, INCORPORATI
<br />COMMISSION NO. 12426 -01 ENGINEERS - ARCHITECTS -PLANN
<br />TABULATION OF BIDS
<br />BIDS OPENED: MARCH 4, 2002 'DENOTES ERROR IN BIDDERS CALCI
<br />F.M.FRATTALONE
<br />ITEM MN/DOT UNIT TOTAL
<br />NO. NO. DESCRIPTION _ QUANTITY UNIT PRICE AMOUNT
<br />575.00
<br />1,600.00
<br />29,700.00
<br />7,480.00
<br />o0
<br />OO
<br />00
<br />O r
<br />N �O
<br />2,125.00 f
<br />150.00
<br />1,000.00
<br />15,000.00
<br />1,500.00
<br />3,300.00
<br />00
<br />00
<br />6N
<br />DJ
<br />N
<br />34,763.90 I
<br />16,886.80
<br />3,038.00
<br />00
<br />9
<br />00
<br />`0 `0
<br />O N
<br />1,270.00
<br />11,000.00
<br />0p
<br />o0ON000O
<br />00Nc
<br />000
<br />T o
<br />0 U)0000
<br />COO)CD
<br />0) r
<br />ui000
<br />u') CO
<br />6 1,950.00
<br />6 1,650.00
<br />450.00
<br />6 1,110.25
<br />6 4,147.00 I
<br />97.27
<br />884.24 I
<br />127.40
<br />00
<br />u)La
<br />0
<br />'70
<br />N
<br />69 f9_.
<br />7,242.84
<br />6 151,000.00
<br />122,000.00
<br />6 3,650.00
<br />6 3,150.00
<br />6 3,900.00
<br />6 2,500.00
<br />6 6,000.00
<br />682.50
<br />24,920.00
<br />v)
<br />m
<br />N
<br />t0
<br />NI
<br />CA
<br />v,r»«»vs
<br />t9 vi
<br />en v,
<br />art fit
<br />ese,
<br />69 69
<br />art o,
<br />or
<br />vi v)werr
<br />499 vs
<br />49 t9
<br />4949
<br />69 49
<br />�err
<br />ere.,,.,..,....
<br />_,
<br />_.
<br />_. _.
<br />_, _.
<br />_. _.
<br />_, _,
<br />575.00
<br />800.00
<br />O0
<br />O
<br />r O]
<br />r
<br />2,700.00
<br />1,530.00
<br />125.00
<br />150.00
<br />1,000.00
<br />i 15,000.00
<br />00 °0 °o
<br />O r
<br />In
<br />r
<br />i 125.00 I
<br />1.90
<br />Op) °v
<br />co n
<br />°o
<br />co
<br />10.50
<br />6 2.50
<br />1,270.00
<br />11,000.00
<br />p00
<br />O O
<br />O O
<br />r O
<br />21.50
<br />27.50
<br />o °o
<br />0)) O0)
<br />6 25.00
<br />6 35.00
<br />6 150.00
<br />6 150.00
<br />6 225.00
<br />6 0.137
<br />6 11.00
<br />6 0.137
<br />0.14
<br />0.28
<br />0.50
<br />11.85
<br />a C
<br />0 0
<br />O
<br />u-)
<br />fA fA
<br />6 122,000.00
<br />6 3,650.00
<br />6 3,150.00
<br />6 3,900.00
<br />0000
<br />� N
<br />49 49
<br />6 975.00
<br />1.78
<br />ea. v,
<br />99 49
<br />v, m
<br />w v,
<br />w art
<br />49 dim
<br />w
<br />IA fA
<br />f9
<br />err or
<br />err err
<br />49 49
<br />or, or
<br />49 49
<br />... ...
<br />... ...
<br />... ...
<br />... _.
<br />.
<br />_. _.
<br />_, _,
<br />_. _.
<br />_. _.
<br />EA
<br />EA
<br />EA
<br />EA
<br />EA
<br />EA
<br />LF
<br />EA
<br />EA
<br />EA
<br />EA
<br />LF
<br />LF
<br />SF
<br />LF
<br />LF
<br />}
<br />O)
<br />LF
<br />LF
<br />EA
<br />LS
<br />LS
<br />LS
<br />SF
<br />SF
<br />EA
<br />EA
<br />EA
<br />EA
<br />EA
<br />EA
<br />EA
<br />LF
<br />LF
<br />LF
<br />LF
<br />LF
<br />LF
<br />LF
<br />SF
<br />SIG SYS
<br />SIG SYS
<br />LS
<br />LS
<br />LS
<br />EA
<br />LF
<br />ACRE
<br />SY
<br />r N
<br />27
<br />4
<br />r�
<br />- -1
<br />Ll
<br />r rr4
<br />1
<br />11,124
<br />5,002
<br />2,282
<br />�p
<br />0 p
<br />$ r r
<br />rrr
<br />r
<br />428
<br />42.3
<br />r NN
<br />CO
<br />1.1.
<br />£I
<br />2
<br />8,104
<br />O
<br />chn
<br />0
<br />n
<br />(0- �
<br />81
<br />170
<br />NO
<br />p O
<br />r
<br />O O
<br />r r
<br />O O O
<br />r
<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 (X42)
<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 />2563.6011
<br />2563.601
<br />2564.531
<br />I 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 �
<br />CD LO
<br />0m m
<br />CND cMo
<br />mc`nD
<br />CO ` CO
<br />CO cI'D
<br />0
<br />n n
<br />n n
<br />n F-
<br />N. CO
<br />0OJ
<br />aO m
<br />0 CO
<br />LC) m
<br />N. CO
<br />OD 03
<br />DI DI 00 CO ff
<br />O0) W
<br />0))00)000
<br />0
<br />
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