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LAKE DRIV â– LLO 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 />ENGINEER'S ESTIMATE FOREST LAKE CONTRACTING PALDA & SONS
<br />ITEM MN/DOT UNIT TOTAL UNIT TOTAL UNIT TOTAL
<br />NO. NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT
<br />i 116,100.00 I
<br />750.00
<br />00
<br />O O
<br />V C,.
<br />R
<br />1,850.00
<br />6,320.00
<br />581.28
<br />i 5,424.00
<br />1,480.00
<br />927.00
<br />880.00
<br />i 33,912.00
<br />i 14,225.04
<br />i 1,200.00
<br />600.00
<br />00
<br />O
<br />I-
<br />6 27.00
<br />150.00
<br />1,100.00
<br />88,105.69
<br />6 9,546.60
<br />6 20,000.00
<br />6 10,000.00
<br />6 90,687.00
<br />6 3,375.00
<br />6 95,700.00
<br />6 88,200.00
<br />180,625.00
<br />14,805.00
<br />5,760.00
<br />1,256.00
<br />4,732.00
<br />2,850.00
<br />1,322.00
<br />9,617.00
<br />6 33,790.00
<br />6 28,123.20
<br />6 14,256.00
<br />$ 44,477.10
<br />712.00
<br />$ 1,200.00
<br />6 2,550.00
<br />6 5,500.00
<br />6 1,966.00
<br />$ 1,500.00
<br />$ 300.00
<br />$ 622.00
<br />00'006
<br />00'0L0.9 $
<br />6 18,464.40
<br />640.00
<br />2,000.00
<br />co to
<br />69 fA
<br />of as v,
<br />v: v, v,
<br />v, v,
<br />v, w 69
<br />69 v,
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<br />69 v, v,
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<br />s,i_
<br />_. I__.
<br />_. _.
<br />_. _.
<br />_. _. _. _.
<br />_. _.
<br />_. _,
<br />i 116,100.00 I
<br />5,000.00
<br />i 100.00
<br />i 5,000.00
<br />O 0 N
<br />Or
<br />((j 0r
<br />N CND
<br />CD
<br />0 0 0
<br />00 0
<br />(D000
<br />r
<br />10.00
<br />4.71
<br />01 0 0
<br />0) 0010
<br />OOMO
<br />0
<br />0
<br />13.50
<br />6 150.00
<br />6 100.00
<br />3.67
<br />0.84
<br />10.00
<br />20.00
<br />8.17
<br />45.00
<br />0 0
<br />O in
<br />m
<br />CO CO
<br />(9 (9
<br />21.25
<br />5.00
<br />1.20
<br />6 628.00
<br />6 676.00
<br />30.00
<br />$ 661.00
<br />$ 29.50
<br />6 31.00
<br />25.20
<br />36.00
<br />51.30
<br />0 0
<br />o
<br />r0
<br />0
<br />r
<br />f9 69
<br />6 2,550.00
<br />$ 1,100.00
<br />6 1,966.00
<br />$ 250.00
<br />$ 100.00
<br />6 622.00
<br />0 0
<br />OOn0O
<br />Lri ooc'
<br />V 0
<br />CD
<br />4t E9
<br />0 0 0
<br />c
<br />N
<br />(A 69 49
<br />Co 69
<br />to 69
<br />69 dt 69
<br />CO 49 fA
<br />to vs
<br />69 69 69
<br />69 0-.
<br />vs E9 E9
<br />0-. to (9
<br />E9 a-. to
<br />0, or
<br />.,....
<br />.,, .,,
<br />.., ...
<br />_, _. _. _,
<br />i 50,000.00
<br />150.00
<br />74.00
<br />150.00
<br />74.00
<br />i 6,000.00
<br />i 3,114.00
<br />i 7,232.00
<br />592.00
<br />1,236.00
<br />440.00
<br />i 21,600.00
<br />$ 30,924.00
<br />$ 1,600.00
<br />$ 800.00
<br />0 0
<br />0 0
<br />O
<br />0)
<br />0 0 0
<br />0 0 0
<br />N 0 0
<br />C) r
<br />r
<br />$ 54,015.75
<br />$ 36,936.25
<br />1
<br />20.00
<br />00'009'4
<br />00'006'66
<br />00'000'17
<br />0 0
<br />0 0
<br />O O
<br />0 v_
<br />(D O
<br />$ 238,000.00
<br />29,610.00
<br />4,800.00
<br />1,600.00
<br />5,600.00
<br />4,275.00
<br />3,000.00
<br />6,520.00
<br />23,980.00
<br />26,784.00
<br />10,296.00
<br />27,744.00
<br />$ 712.00
<br />$ 1,400.00
<br />$ 2,600.00
<br />$ 6,000.00
<br />$ 2,800.00
<br />$ 1,800.00
<br />$ 300.00
<br />$ 700.00
<br />$ 4,800.00
<br />$ 360.00
<br />$ 16,948.00
<br />$ 960.00
<br />$ 3,000.00
<br />CO 69
<br />m 69
<br />69 69 .op., vs ..,I..,Id* v,
<br />2.00
<br />400.00
<br />4.00
<br />3.00 1
<br />14.00 1
<br />14.00 9
<br />310.00 1
<br />100.00 1
<br />2.25
<br />3.25
<br />0.01
<br />8.00 1
<br />9.00 1
<br />60.00 1
<br />40.00 1
<br />38.00 1
<br />28.00
<br />10.00 1
<br />1.00 1
<br />800.00 9
<br />800.00 1
<br />45.00
<br />1,500.00
<br />20.00 !
<br />22.00 f
<br />24.00
<br />26.00
<br />32.00 f
<br />1.00
<br />1,400.00
<br />2,600.00
<br />1,200.00
<br />2,800.00
<br />300.00
<br />100.00
<br />700.00
<br />800.00
<br />20.00
<br />19.00
<br />3.00
<br />3.00
<br />00 00
<br />SO-O
<br />O
<br />O r
<br />09 Nt
<br />00 00
<br />0r0
<br />r
<br />E9 69
<br />1.00
<br />6,000.00
<br />6.00
<br />8.00
<br />4.00
<br />4.00
<br />5.00
<br />3.00
<br />69 E9 f9 Eo9 w v, 69 EA
<br />to to w
<br />6, w v-. v-. w v. w v,
<br />v, E9 E9
<br />v, v, o,
<br />............... .,.
<br />,,_
<br />_. _.
<br />_. _,
<br />_. _.
<br />i 80,000.00
<br />240.00
<br />14,800.00
<br />240.00
<br />14,800.00
<br />5,000.00
<br />5,190.00
<br />9,040.00
<br />444.00
<br />1,545.00
<br />352.00
<br />36,000.00
<br />23,193.00
<br />2,000.00
<br />1,200.00
<br />900.00
<br />100.00
<br />140.00
<br />500.00
<br />5,500.00
<br />72,021.00
<br />34,095.00
<br />20,000.00
<br />6,000.00
<br />88,800.00
<br />2,250.00
<br />87,000.00
<br />84,000.00
<br />204,000.00
<br />29,610.00
<br />7,200.00
<br />1,400.00
<br />5,250.00
<br />4,750.00
<br />1,600.00
<br />6,520.00
<br />32,700.00
<br />33,480.00
<br />16,632.00
<br />30,345.00
<br />1,424.00
<br />$ 1,000.00
<br />$ 1,000.00
<br />5,000.00
<br />2,000.00
<br />750.00
<br />300.00
<br />700.00
<br />4,800.00
<br />450.00
<br />17,840.00
<br />640.00
<br />2,500.00
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<br />... ...69696969... ....,...,
<br />i 80,000.00
<br />i 1,600.00
<br />0 0 0 0 0 0 0 0
<br />OOOOOOM in
<br />N 00 N O rr
<br />r In
<br />4.00
<br />5.00
<br />1.50
<br />500.00
<br />6.00
<br />3.00
<br />100.00
<br />70.00
<br />500.00
<br />500.00
<br />3.00
<br />3.00
<br />10.00
<br />12.00
<br />8.00
<br />30.00
<br />30.00
<br />30.00
<br />24.00
<br />10.00
<br />1.50
<br />700.00 !I
<br />750.00
<br />50.00
<br />800.00
<br />20.00
<br />30.00
<br />30.00
<br />42.00
<br />35.00
<br />6 2.00
<br />1,000.00
<br />00'9Z 9
<br />00'008 1
<br />00'00L 1
<br />WOOL 9
<br />00'9ZL 1
<br />oo'000'Z 1
<br />00'000' L 1
<br />00'000' L 1
<br />$ 20.00
<br />$ 2.00
<br />$ 2.50
<br />V* as
<br />49 4t 69 E9 69 EA 69 69
<br />to w
<br />to to to
<br />to 69 69 4t E9 69 69 69 E9 49 49
<br />yr v: v, o, .,, s . _. _.
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<br />_. _. _. _. _. _, _. _.
<br />_. _. _.
<br />LS
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<br />TREE
<br />ACRE
<br />TREE
<br />LS
<br />LF
<br />LF
<br />LF
<br />LF
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<br />CO } W
<br />LF
<br />EA
<br />EA
<br />EA
<br />EA
<br />CY
<br />CY
<br />CY
<br />MGAL
<br />TON
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<br />GAL
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<br />EA
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<br />LF
<br />LF
<br />SF
<br />LB
<br />91'0
<br />74
<br />0.15
<br />74
<br />1
<br />519
<br />904
<br />148
<br />309
<br />88
<br />7,200
<br />15,462
<br />4
<br />200
<br />300
<br />1
<br />2
<br />1
<br />11
<br />24,007
<br />11,365
<br />2,000
<br />500
<br />11,100
<br />75
<br />2,900
<br />2,800
<br />8,500
<br />2,961
<br />4,800
<br />2
<br />7
<br />95
<br />2
<br />326
<br />1,090
<br />1,116
<br />396
<br />867
<br />712
<br />1
<br />r Or(0 Cry .-(0
<br />892
<br />320
<br />1,000
<br />MOBILIZATION
<br />CLEARING
<br />CLEARING
<br />GRUBBING
<br />GRUBBING
<br />REMOVE BUILDING, SLABS AND DEBRIS
<br />REMOVE PIPE CULVERTS
<br />REMOVE PIPE STORM SEWER
<br />REMOVE CURB AND GUTTER
<br />REMOVE FENCE
<br />REMOVE CONCRETE DRIVEWAY PAVEMENT
<br />REMOVE CONCRETE PAVEMENT
<br />REMOVE BITUMINOUS PAVEMENT
<br />REMOVE DRAINAGE STRUCTURE
<br />SAWING CONC PAVEMENT (FULL DEPTH)
<br />SAWING BIT PAVEMENT (FULL DEPTH)
<br />SALVAGE SIGN TYPE C
<br />SALVAGE SIGN TYPE D
<br />SALVAGE LIGHTING UNIT
<br />RELOCATE MAILBOX
<br />COMMON EXCAVATION (P)
<br />SUBGRADE EXCAVATION
<br />TOPSOIL BORROW (LV)
<br />WATER FOR DUST CONTROL
<br />AGGREGATE BASE, CL 5 (P)
<br />TYPE LV 3 WEARING COURSE MIXTURE (B)
<br />TYPE HV 4 WEARING COURSE MIXTURE (C)
<br />TYPE HV 3 NON - WEARING COURSE MIXTURE (C)
<br />TYPE MV 3 NON - WEARING COURSE MIXTURE (B)
<br />TEMPORARY PAVEMENT
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />15 "RC PIPE APRON WITH TRASH GUARD
<br />18 "RC PIPE APRON WITH TRASH GUARD
<br />22" SPAN RC PIPE -ARCH CULVERT CLASS 5
<br />22" SPAN RC PIPE -ARCH APRON W/TRASH GRD
<br />12 "RC PIPE SEWER CLASS 5
<br />15 "RC PIPE SEWER CLASS 5
<br />18 "RC PIPE SEWER CLASS 5
<br />24 "RC PIPE SEWER CLASS 3
<br />8" PVC PIPE SEWER, SDR 26
<br />TELEVISE SANITARY SEWER MAINS
<br />CONNECT TO EXISTING WATERMAIN
<br />WATERMAIN OFFSET
<br />RELOCATE HYDRANT AND VALVE
<br />HYDRANT
<br />ADJUST EXISTING G.V. BOX
<br />ADJUST EXISTING CURB BOX
<br />6" GATE VALVE AND BOX
<br />8" GATE VALVE AND BOX
<br />6" WATERMAIN DUCTILE IRON CL 52
<br />8" WATERMAIN DUCTILE IRON CL 52
<br />2" INSULATION BOARD
<br />DUCTILE IRON FITTINGS
<br />2021.501
<br />2101.501
<br />2101.502
<br />2101.507
<br />2101.507
<br />2103.501
<br />2104.501
<br />2104.501
<br />2104.501
<br />2104.501
<br />2104.505
<br />2104.505
<br />2104.505
<br />2104.509
<br />2104.511
<br />2104.513
<br />2104.523
<br />2104.523
<br />2104.523
<br />2104.602
<br />2105.501
<br />2105.507
<br />2105.525
<br />2130.501
<br />2211.503
<br />2350.501
<br />2350.501
<br />2350.502
<br />2350.502
<br />2350.601
<br />2357.502
<br />2501.515
<br />2501.515
<br />2501.521
<br />2501.525
<br />2503.511
<br />2503.511
<br />2503.511
<br />2503.511
<br />2503.511
<br />2503.603
<br />2504.602
<br />2504.602
<br />2504.602
<br />2504.602
<br />2504.602
<br />2504.602
<br />2504.602
<br />2504.602
<br />2504.603
<br />2504.603
<br />2504.604
<br />2504.608
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