|
11\Vll VVIVIIVIIIJIJIVI• IVV. IGG/ V'VV
<br />ENGINEERS • ARCHITECTS -PLANNERS
<br />BIDS OPENED: JULY 7, 2003, AT 10:00 AM
<br />*DENOTES ERROR IN BIDDERS CALCULATION
<br />FOREST LAKE CONTRACTING REDSTONE CONSTRUCTION FRIEDGES CONTRACTING CO
<br />ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL
<br />NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT
<br />0
<br />M
<br />O
<br />()
<br />e-
<br />T."
<br />$ 37,770.60
<br />$ 814.80
<br />$ 2,882.28
<br />st
<br />M
<br />0
<br />t0
<br />r
<br />$ 5,302.17
<br />$ 9,820.20
<br />$ 766.75
<br />$ 1,917.00
<br />$ 2,912.00
<br />$ 1,550.08
<br />$ 16.00
<br />N
<br />I)
<br />O
<br />r
<br />10
<br />H)
<br />CO
<br />69
<br />$ 4,295.53
<br />$ 700.00
<br />$ 2,158.35
<br />$ 3,645.00
<br />$ 2,304.54
<br />$ 2,200.00
<br />0
<br />O
<br />0
<br />N
<br />M
<br />T'
<br />69
<br />$ 35,455.00
<br />$ 4,893.00
<br />$ 9,980.00
<br />0
<br />0
<br />ti
<br />CD
<br />CO
<br />69
<br />$ 3,529.28I
<br />O
<br />ti
<br />1n
<br />CO
<br />O
<br />M
<br />T-
<br />69
<br />$ 179,596.22
<br />$ 569.65
<br />$ 23.46
<br />$ 20.37
<br />$ 720.57
<br />CO
<br />M
<br />10
<br />E9
<br />$ 1,767.39
<br />$ 12.59
<br />$ 30.67
<br />$ 76.68
<br />$ 3.64,
<br />$ 6.92
<br />$ 0.01
<br />$ 4,295.53
<br />$ 700.00
<br />$ 431.67
<br />$ 4.50
<br />CO O
<br />to CO
<br />In CO.
<br />69 69
<br />O
<br />CD
<br />N
<br />69
<br />10 r 0)
<br />CO CO CO
<br />10 0 CD �t
<br />69 69 69
<br />O
<br />CO
<br />CO
<br />69
<br />$ 441.16
<br />$ 1,904.28
<br />-
<br />$ 928.80
<br />$ 4,151.84 1
<br />$ 2,070.60
<br />$ 6,622.41
<br />$ 17,409.60
<br />$ 3,961.75
<br />$ 5,286.00
<br />$ 8.00
<br />$ 788.48
<br />$ 16.00
<br />to
<br />0
<br />M
<br />N
<br />r
<br />�
<br />69
<br />co
<br />r
<br />a
<br />CO
<br />CO
<br />N.
<br />69
<br />$ 500.00
<br />$ 875.00 •
<br />$ 1,620.00 •
<br />$ 1,032.50 I
<br />O
<br />00000
<br />C7
<br />00000
<br />O
<br />M
<br />69
<br />O
<br />C7
<br />d'
<br />N
<br />69
<br />O O O
<br />G C O
<br />LO 0) 0)
<br />M or m
<br />69 69 69
<br />$ 400.00
<br />0
<br />N
<br />CM
<br />CO
<br />N
<br />N
<br />69
<br />00
<br />CO
<br />O)
<br />Cp
<br />O
<br />w
<br />N
<br />CO,
<br />O
<br />r
<br />r
<br />69
<br />$ 952.14
<br />-
<br />$ 23.22
<br />$ 1,037.96
<br />N
<br />N
<br />CO
<br />69
<br />$ 2,207.47
<br />$ 22.32
<br />$ 158.47
<br />$ 211.44
<br />$ 0.01
<br />$ 3.52
<br />$ 0.01
<br />a-
<br />0)
<br />CD
<br />CO
<br />69
<br />$ 500.00
<br />$ 175.00
<br />$ 2.00
<br />$ 2.50
<br />0
<br />01
<br />69
<br />0
<br />r
<br />69
<br />$ 45.00
<br />$ 13.00
<br />$ 2.45
<br />0
<br />'V'
<br />CO
<br />$ 282.90
<br />$ 1,200.00
<br />0
<br />0
<br />O
<br />CO
<br />O
<br />69
<br />0 0
<br />0 0
<br />0 O
<br />04 0
<br />CO N
<br />M
<br />69 69
<br />$ 1,800.00
<br />$ 6,600.00
<br />$ 14,040.00
<br />$ 1,250.00
<br />$ 2,250.00
<br />$ 800.00
<br />0 0
<br />0 0
<br />CC) O
<br />cc}} 0
<br />NI' O
<br />CO
<br />69 69
<br />$ 77,538.00
<br />0
<br />0
<br />O
<br />0
<br />010
<br />N
<br />r
<br />69
<br />$ 500.00
<br />$ 1,000.00
<br />$ 1,620.00
<br />0
<br />0
<br />a)
<br />M
<br />N
<br />r
<br />69
<br />0
<br />0
<br />O
<br />0
<br />4)
<br />et
<br />48
<br />0
<br />0
<br />O
<br />0
<br />sf
<br />0)
<br />N
<br />E9
<br />0 0 0
<br />0 0 0
<br />O 0 O
<br />0 0 0
<br />0 at ti
<br />N N M
<br />M
<br />69 69 69
<br />$ 200.00 1
<br />0
<br />0
<br />O-
<br />0
<br />0
<br />'
<br />69
<br />O
<br />O
<br />0)
<br />IA
<br />10
<br />IC)
<br />CO
<br />69
<br />O
<br />O
<br />CA
<br />ct.
<br />M
<br />n
<br />r
<br />69
<br />•
<br />- -
<br />O
<br />0
<br />N
<br />69
<br />$ 23.00
<br />$ 800.00
<br />1 $ 600.00
<br />$ 2,200.00
<br />$ 18.00
<br />$ 50.00
<br />$ 90.00
<br />$ 1.00
<br />$ 2.00
<br />$ 5.00
<br />0
<br />0
<br />O
<br />p
<br />01
<br />r•
<br />69
<br />$ 500.00
<br />$ 200.00
<br />$ 2.00
<br />ooc $
<br />0
<br />0
<br />-
<br />69
<br />$ 14.00
<br />$ 50.00
<br />$ 8.00
<br />$ 1.85
<br />0
<br />0
<br />N
<br />69
<br />0
<br />0
<br />0
<br />10
<br />to
<br />W
<br />J
<br />LF
<br />EA
<br />Q
<br />W W J (�,�
<br />co
<br />6 m
<br />J
<br />SF
<br />LF
<br />J
<br />LS
<br />TREE
<br />CO
<br />J
<br />AO
<br />TON
<br />AS
<br />AO
<br />NOl
<br />J
<br />40
<br />N
<br />.-
<br />r
<br />a
<br />3
<br />3
<br />780
<br />25
<br />25
<br />800
<br />224
<br />1,600
<br />DIVISION 1I - STREET CONSTRUCTION AND RESTORATION
<br />r
<br />r
<br />0
<br />O
<br />CO
<br />CO
<br />_
<br />'V
<br />O
<br />N
<br />p
<br />N
<br />700
<br />300
<br />2,000
<br />100 _1
<br />O
<br />DIVISION 1- WATERMAIN CONSTRUCTION
<br />CONNECT TO EXISTING WATERMAIN
<br />18" DIP WATERMAIN (CL 52)
<br />6" DIP WATERMAIN (CL 52)
<br />8" GATE VALVE AND BOX
<br />16" GATE VALVE AND BOX
<br />FIRE HYDRANT
<br />1" COPPER SERVICE PIPE (TYPE K)
<br />1" CORPORATION STOP
<br />1" CURB STOP AND BOX
<br />DIP FITTINGS
<br />INSULATION (4" THICKNESS)
<br />TRENCH STABILIZATION ROCK
<br />SUBTOTAL DIVISION 1
<br />MOBILIZATION
<br />TRAFFIC CONTROL
<br />CLEAR AND GRUB
<br />REMOVE BITUMINOUS PAVEMENT (ALL DEPTHS)
<br />SAWCUT BITUMINOUS PAVEMENT (ALL DEPTHS)
<br />}
<br />ce
<br />0
<br />D
<br />Z
<br />Q
<br />W
<br />ce
<br />F-
<br />cn
<br />Z
<br />O
<br />H
<br />U
<br />6
<br />Z
<br />O
<br />2
<br />2
<br />O
<br />U
<br />AGGREGATE BASE (CL 5) 100% CRUSHED
<br />2350 TYPE LV 3 WEAR COURSE B
<br />,TOPSOIL BORROW (LV)
<br />SOD - LAWN TYPE
<br />EROSION CONTROL FENCE
<br />ADJUST SANITARY MANHOLE
<br />SUBTOTAL DIVISION II
<br />TOTAL TWILIGHT ACRES WATERMAIN IMPROVEMENTS I
<br />r
<br />N
<br />M- V'
<br />10 CO
<br />n
<br />CO 0)
<br />O
<br />r
<br />01
<br />CO
<br />d'
<br />C0
<br />CO
<br />4,
<br />CO O)
<br />O
<br />r,
<br />
|