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DRIVWLLO DRIVE IMPROVEMENTS TOLTZ, KING, DUVALL, ANDERSON _
<br />OF LINO LAKES, MINNESOTA AND ASSOCIATES, INCORPORATED
<br />,iISSION NO. 12426 -01 ENGINEERS - ARCHITECTS - PLANNERS
<br />TABULATION OF BIDS
<br />OPENED: MARCH 4, 2002 'DENOTES ERROR IN BIDDERS CALCULATION
<br />ENGINEER'S ESTIMATE FOREST LAKE CONTRACTING PALDA & SONS
<br />MN /DOT UNIT TOTAL UNIT TOTAL UNIT TOTAL
<br />NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT
<br />8 8
<br />0 pppp
<br />O0)
<br />^ N
<br />i 10,000.00I
<br />i 2,700.00
<br />0 0
<br />r. N
<br />0 Co
<br />200.00
<br />i 1,840.00
<br />i 8,800.00
<br />200.00
<br />i 22,804.20
<br />> 34,763.90
<br />i 16,886.80
<br />> 3,430.00
<br />Co 0
<br />t00.5C07
<br />O N
<br />2,300.00
<br />6 7,000.00
<br />6 7,000.00
<br />6 7,000.00
<br />6 9,202.00
<br />6 1,163.25
<br />95.00
<br />190.00
<br />50.00
<br />280.00
<br />6 1,950.00
<br />6 1,650.00
<br />$ 450.00
<br />6 1,134.56
<br />6 4,147.00
<br />6 99.40
<br />6 884.24
<br />6 127.40
<br />40.50
<br />6 2,014.50
<br />$ 7,242.84
<br />6 158,000.00
<br />6 131,000.00
<br />$ 4,900.00
<br />$ 4,000.00
<br />$ 4,000.00
<br />$ 500.00
<br />$ 7,200.00
<br />$ 1,155.00
<br />$ 23,800.00
<br />$ 1,531,047.40
<br />69 69 69
<br />of *9
<br />69 04
<br />04 69
<br />69 vs
<br />w w 6, 6, 6,69
<br />M 69
<br />69 07 m
<br />9-, o,
<br />o, o,
<br />y.,77.177.
<br />,,, ,,, ,,,
<br />_, _,
<br />_, I.,
<br />_, _.
<br />_, _,
<br />_. _.
<br />_. _.
<br />_. _.
<br />i 1,000.00
<br />1,450.00
<br />1,175.00
<br />2,500.00
<br />2,700.00
<br />1,850.00
<br />140.00
<br />250.00
<br />200.00
<br />200.00
<br />1,840.00
<br />000)a CD
<br />00 N 00 n M
<br />N
<br />CD
<br />O
<br />6 2,300.00
<br />6 7,000.00
<br />6 7,000.00
<br />6 7,000.00
<br />21.50
<br />27.50
<br />95.00
<br />95.00
<br />6 25.00
<br />6 35.00
<br />6 150.00
<br />6 150.00
<br />6 225.00
<br />6 0.14
<br />11.00
<br />0.14
<br />0.14
<br />$ 0.28
<br />$ 0.50
<br />$ 11.85
<br />6.82
<br />00
<br />O O
<br />0 0
<br />CO
<br />LO
<br />69 69
<br />$ 4,900.00
<br />$ 4,000.00
<br />$ 4,000.00
<br />$ 10.00
<br />$ 2.40
<br />$ 1,650.00
<br />$ 1.70
<br />to to v,
<br />W469
<br />04 0404640*
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<br />or 69 6969046469
<br />VT
<br />o, 6964
<br />lo, so,
<br />o, o, .,, ,,,
<br />,,, ,,,
<br />,,, ,,, ,,, _,
<br />_, _,
<br />_, _,
<br />i 1,000.00
<br />2,400.00
<br />37,800.00
<br />8,000.00
<br />2,400.00
<br />9,600.00
<br />3,400.00
<br />500.00
<br />600.00
<br />1,000.00
<br />2,000.00
<br />00'829'£
<br />09'988'91
<br />03'41.5'9£
<br />087Lti'43 '.
<br />00'081
<br />00'096'£
<br />00'000'8
<br />00'000'6
<br />00'001"'1
<br />00.000'Z
<br />00'000'01
<br />7,000.00
<br />9,416.00
<br />1,184.40
<br />95.00
<br />190.00
<br />50.00
<br />280.00
<br />1,950.00
<br />0041))0
<br />oovr.
<br />mvn '-
<br />^ ,-
<br />69 69 69 69
<br />6 99.40
<br />6 884.24
<br />6 127.40
<br />6 40.50
<br />6 2,040.00
<br />6 8,496.00
<br />6 151,000.00
<br />6 122,000.00
<br />6 3,700.00
<br />$ 3,200.00
<br />oo'ooe
<br />00'006'£ $
<br />$ 3,000.00
<br />$ 1,400.00
<br />$ 25,200.00
<br />1
<br />$ 1,509,275.30
<br />f» 64 04
<br />69 of 04 04
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<br />_. _,
<br />O S
<br />00
<br />O N
<br />r ^
<br />69 64
<br />i 2,000.00
<br />2,400.00
<br />2,400.00
<br />200.00
<br />500.00
<br />600.00
<br />o 0
<br />8 O
<br />N
<br />0 0 N� q. o
<br />00)0N h n CO
<br />^
<br />10.00
<br />2.00
<br />6 1,400.00
<br />6 9,000.00
<br />6 8,000.00
<br />6 7,000.00
<br />6 22.00
<br />6 28.00
<br />95.00
<br />95.00
<br />6 25.00
<br />8 0
<br />m 40)
<br />'-
<br />6 150.00
<br />6 225.00
<br />6 0.14
<br />11.00
<br />0.14
<br />0.14
<br />6 0.28
<br />6 0.50
<br />6 12.00
<br />6 8.00
<br />6 151,000.00
<br />$ 122,000.00
<br />$ 3,700.00
<br />6 3,200.00
<br />6 3,900.00
<br />6.00
<br />5 0 8
<br />^5 ^
<br />O
<br />N
<br />69 69 69
<br />en 69 69
<br />04 04
<br />6904
<br />6969 69 646964
<br />69y, o, a-, a-,
<br />o, V, o, Q, o, o,
<br />6969
<br />.,, .,,
<br />.., ..,
<br />_, _,
<br />., ..
<br />_, _,
<br />_, _,
<br />_, _,
<br />I
<br />1,000.00
<br />3,200.00
<br />43,200.00
<br />10,000.00
<br />2,800.00
<br />i 7,200.00
<br />i 3,400.00
<br />350.00
<br />500.00
<br />500.00
<br />i 1,550.00
<br />i 6,600.00
<br />300.00
<br />i 33,372.00
<br />i 50,020.00
<br />i 27,384.00
<br />i 3,430.00
<br />6 12,000.00
<br />3,000.00
<br />2,000.00
<br />6 15,000.00
<br />15,000.00
<br />6 5,000.00
<br />6 10,700.00
<br />6 2,115.00
<br />100.00
<br />140.00
<br />90.00
<br />88
<br />(0 0)
<br />VI CD
<br />N
<br />6 2,530.00
<br />460.00
<br />6 1,215.60
<br />6 3,770.00
<br />6 106.50
<br />6 947.40
<br />182.00
<br />6 101.25
<br />6 1,700.00
<br />6 5,841.00
<br />6 181,000.00
<br />$ 153,000.00
<br />6 4,300.00
<br />6 3,700.00
<br />6 5,500.00
<br />500.00
<br />oo'000'9e $
<br />00'000' L
<br />00'000'6 $
<br />$ 1,680,395.75
<br />w vi rn
<br />of of 6964
<br />69 04 69 69
<br />6464 0464 0, 6,
<br />w 69 69 V7 4,7.
<br />a-. o-, 69 69 07 trs
<br />69 69
<br />0, y, ,,, ,,,
<br />,,, ,,,
<br />.., .,,
<br />.,, _,
<br />_, _,
<br />_, _,
<br />....
<br />_, _.
<br />i 1,000.00
<br />1,600.00
<br />i 1,600.00
<br />i 2,500.00
<br />i 2,800.00
<br />i 1,800.00
<br />i 200.00
<br />i 350.00
<br />i 500.00
<br />i 500.00
<br />i 1,550.00
<br />i 150.00
<br />i 300.00
<br />3.00
<br />10.00
<br />12.00
<br />i 35.00
<br />12.00
<br />3.00
<br />6 2,000.00
<br />6 15,000.00
<br />6 15,000.00
<br />5,000.00
<br />25.00
<br />50.00
<br />100.00
<br />70.00
<br />45.00
<br />6 45.00
<br />6 230.00
<br />6 230.00
<br />6 230.00
<br />0.15
<br />10.00
<br />0.15
<br />0.15
<br />$ 0.40
<br />1.25
<br />00
<br />O tr)
<br />69 69
<br />6 181,000.00
<br />$ 153,000.00
<br />$ 4,300.00
<br />6 3,700.00
<br />6 5,500.00
<br />$ 10.00
<br />3.00
<br />$ 1,428.57
<br />$ 2.50
<br />to foie
<br />6969 69 v ,
<br />vs 69 69 w
<br />-. 69 69 69 69 w
<br />WV', o, Wry-,
<br />69 69 69 94y, wry,.
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<br />_, _,
<br />_. _.
<br />W
<br />WW
<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 />SY
<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 />.-N
<br />4
<br />1
<br />4
<br />17
<br />^ ^.•.-
<br />44
<br />1
<br />11,124
<br />5,002
<br />2,282
<br />98
<br />S ^^ ^
<br />^
<br />1
<br />428
<br />42.3
<br />1
<br />2
<br />2
<br />8
<br />13
<br />11
<br />2
<br />8,104
<br />377
<br />C7
<br />00
<br />455
<br />81
<br />170
<br />1,062
<br />0080
<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 />•
<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 />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 />ia 1000
<br />00 N t0
<br />n [00) O
<br />t0 t0 N 00
<br />N 0•)CI
<br />00 00 (0 00
<br />4000 r-000)O
<br />00 00 00 00 00 n
<br />N l•) it 40001-000) O
<br />r n 1` r n 1` n r r a0 a0
<br />N co"' sT N f0 n
<br />a0 W W 0b W
<br />000)
<br />010 0D
<br />O
<br />0) 0)
<br />N 4')1) 4000 f1
<br />0) 0) 0) 0) 0) 0)
<br />W 0800
<br />O 0) 0 0 0
<br />
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