|
GIJMMIJJION VIU. IZ6tlu -U.
<br />ENGINEERS • ARCHITECTS • PLANNERS
<br />BIDS OPENED: JUNE 3, 2003, AT 10 AM
<br />*DENOTES ERROR IN BIDDERS CALCULATION
<br />MN /DOT ENGINEER'S ESTIMATE F.M. FRATTALONE ARCON CONSTRUCTION
<br />ITEM SPEC. UNIT TOTAL UNIT TOTAL UNIT TOTAL
<br />NO. NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT
<br />0 0
<br />O
<br />00
<br />00
<br />0)
<br />to M
<br />I, r
<br />49 64
<br />$ 10,425.00
<br />$ 7,660.80
<br />$ 420.00
<br />$ 462.00
<br />$ 1,017.60
<br />0
<br />NCO
<br />64
<br />20,816.00
<br />1,200.00
<br />1,140.00
<br />750.00
<br />2,850.00
<br />1,250.00
<br />6 3,145.00
<br />6 500.00
<br />720.00
<br />450.00
<br />i 112,710.00
<br />i 47,601.00
<br />69,419.16
<br />i 3,533.40
<br />31.51
<br />i 9,000.00
<br />i 121,680.00
<br />i 61,762.50
<br />24,557.50
<br />59,940.00
<br />00
<br />o
<br />h
<br />N
<br />E9
<br />$ 1,188.00
<br />$ 3,954.00
<br />$ 1,860.00
<br />$ 4,608.00
<br />$ 66,302.58
<br />0
<br />IN
<br />N
<br />EA
<br />$ 26,410.56 ]
<br />00
<br />N
<br />69
<br />$ 2,100.00
<br />$ 3,020.13
<br />o
<br />''I'01
<br />NN
<br />6
<br />CO
<br />E9
<br />o
<br />-c
<br />N
<br />69
<br />$ 38,630.46
<br />-- _•
<br />v.. ..w EA E9 E9 E9 E9 EH 69 E9 :- -- E9 yr 09 E9
<br />E9
<br />$ 7,500.00
<br />$ 100.00
<br />$ 75.00
<br />- 000000
<br />14J c0
<br />rM0)0
<br />- - EA 69 69
<br />1lY
<br />E9
<br />O O
<br />-0
<br />M
<br />EA E9
<br />60.00
<br />5.00
<br />3.00
<br />25.00
<br />85.00
<br />25.00
<br />180.00
<br />90.00
<br />5.78
<br />4.92
<br />9.18
<br />7.80
<br />0.01
<br />i 450.00
<br />10.14
<br />$ 30.50
<br />$ 44.65
<br />O
<br />CO
<br />N
<br />ui
<br />O
<br />to
<br />Co
<br />64
<br />$ 1.35
<br />$ 659.00
<br />$ 930.00
<br />$ 9.00
<br />$ 24.26
<br />$ 25.93
<br />$ 29.28
<br />OOi�n
<br />p
<br />Onvv
<br />E9
<br />1...
<br />E9 E9
<br />64
<br />$ 56.33 I
<br />cD
<br />64
<br />_. sr, 177 w era E9 - - Hi E9 E9 w yr
<br />.■ U
<br />$ 89,700.00
<br />$ 13,900.00
<br />$ 4,865.00
<br />$ 6,384.00
<br />$ 700.00
<br />$ 924.00
<br />$ 1,060.00
<br />O
<br />f04
<br />E9
<br />$ 32,264.80
<br />$ 1,200.00
<br />$ 1,900.00
<br />$ 1,050.00
<br />$ 1,900.00
<br />$ 1,250.00
<br />$ 3,145.00
<br />$ 500.00
<br />$ 2,400.00
<br />$ 375.00
<br />$ 178,425.00
<br />$ 50,793.75
<br />$ 80,535.30
<br />$ 4,530.00
<br />$ 7,089.75
<br />$ 2,780.00
<br />$ 81,600.00
<br />$ 64,091.25
<br />$ 21,477.50
<br />$ 64,091.25
<br />$ 15,000.00
<br />$ 2,200.00
<br />$ 3,750.00
<br />$ 1,650.00
<br />$ 3,072.00
<br />$ 59,442.75
<br />$ 19,712.50
<br />$ 23,677.50
<br />$ 4,000.00
<br />$ 6,600.00
<br />$ 4,229.70
<br />$ 38,006.00
<br />$ 26,359.00 1
<br />a°o
<br />0)
<br />co
<br />M
<br />69
<br />I
<br />$ 89,700.00
<br />$ 100.00
<br />$ 35.00
<br />C0 N
<br />EA E9
<br />C7 0
<br />r
<br />E904_.
<br />] $ 0.50
<br />6 1.55
<br />300.00
<br />6 100.00
<br />7.00
<br />2.00
<br />6 25.00
<br />i 85.00
<br />i 25.00
<br />i 600.00
<br />$ 75.00
<br />O
<br />0
<br />.1
<br />$ 5.25
<br />$ 10.65
<br />$ 10.00
<br />$ 2.25
<br />$ 139.00
<br />$ 6.80
<br />$ 31.65
<br />$ 39.05
<br />$ 31.65
<br />$ 10.00
<br />$ 2.50
<br />$ 625.00
<br />$ 825.00
<br />$ 6.00
<br />$ 21.75
<br />$ 23.75
<br />$ 26.25
<br />$ 4,000.00
<br />$ 220.00
<br />$ 61.30
<br />$ 61.30
<br />$ 61.30
<br />$ 61.30
<br />_. or E9 E9 err yr
<br />1000
<br />C
<br />000
<br />O
<br />0
<br />c00
<br />E9
<br />O O
<br />u)11)
<br />CO Co
<br />N N
<br />64 E9
<br />$ 11,172.00
<br />$ 1,120.00
<br />O O
<br />O O
<br />00
<br />1. c0
<br />1- O
<br />r
<br />E9 E9
<br />] $ 3,088.00
<br />$ 37,468.80
<br />$ 1,600.00
<br />$ 3,800.00
<br />$ 750.00
<br />$ 2,850.00
<br />$ 400.00
<br />$ 1,850.00
<br />$ 600.00
<br />$ 1,200.00
<br />$ 1,000.00
<br />$ 136,500.00
<br />0
<br />00.9
<br />(0
<br />Na'
<br />N
<br />1-
<br />E9
<br />$ 90,744.00
<br />$ 4,983.00
<br />$ 5,356.70
<br />$ 4,000.00
<br />$ 120,000.00
<br />$ 72,900.00
<br />$ 19,800.00
<br />$ 70,875.00
<br />$ 15,000.00
<br />$ 2,200.00
<br />$ 4,200.00
<br />$ 1,600.00
<br />$ 3,072.00
<br />$ 71,058.00
<br />$ 24,900.00
<br />$ 30,668.00
<br />$ 3,000.00
<br />$ 1,800.00
<br />$ 1,380.00
<br />$ 13,640.00
<br />$ 10,320.00
<br />$ 16,276.00
<br />$ 50,000.00
<br />$ 150.00
<br />$ 150.00
<br />$ 14.00
<br />$ 4.00
<br />$ 5.00
<br />10.00
<br />O
<br />al
<br />E 9
<br />1.80
<br />6 400.00
<br />6 200.00
<br />5.00
<br />3.00
<br />8.00
<br />i 50.00
<br />S 30.00
<br />I 300.00
<br />0 0
<br />ON
<br />N
<br />E9 E964
<br />0
<br />$ 12.00
<br />$ 11.00
<br />$ 1.70
<br />$ 200.00
<br />$ 10.00
<br />$ 36.00
<br />$ 36.00
<br />$ 35.00
<br />$ 10.00
<br />$ 2.50
<br />$ 700.00
<br />$ 800.00
<br />$ 6.00
<br />$ 26.00
<br />$ 30.00
<br />$ 34.00
<br />$ 3,000.00
<br />$ 60.00
<br />$ 20.00
<br />$ 22.00
<br />$ 24.00
<br />$ 26.00
<br />_,
<br />E9 ER- -
<br />.�.1� cc
<br />JILL!)CDW
<br />W JJ
<br />¢¢er
<br />W W W 000
<br />U -I=HI-. -'F!Z-
<br />a W W JJJ JW W JJJ�
<br />'-M N00
<br />r r
<br />n N
<br />00
<br />r r
<br />1 1544
<br />LE
<br />09
<br />056
<br />091.
<br />61
<br />1'
<br />9190?
<br />0.147 o0
<br />t0
<br />0)
<br />r
<br />cn
<br />c^O
<br />0)
<br />7562
<br />453
<br />3151
<br />20
<br />12000
<br />2025
<br />550
<br />2025
<br />0051
<br />880
<br />6
<br />2
<br />512
<br />2733
<br />830
<br />902
<br />1
<br />30
<br />69
<br />620
<br />430
<br />cD
<br />CD
<br />1ELM STREET RECONSTRUCTION
<br />MOBILIZATION
<br />ICLEARING
<br />GRUBBING
<br />1REMOVE PIPE (CULVERT OR STORM SEWER)
<br />REMOVE CURB & GUTTER
<br />1REMOVE FENCE
<br />REMOVE WATERMAIN
<br />REMOVE CONCRETE PAVEMENT
<br />REMOVE BITUMINOUS SURFACING
<br />REMOVE MANHOLE OR CATCH BASIN
<br />REMOVE CONCRETE APRON
<br />SAWCUT CONCRETE PAVEMENT (FULL DEPTH)
<br />SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH)
<br />SALVAGE FENCE
<br />SALVAGE MAIL BOX SUPPORT
<br />SALVAGE SIGN (INCL. POST & ASSEMBLY)
<br />SALVAGE HYDRANT
<br />SALVAGE GATE VALVE & BOX
<br />COMMON EXCAVATION (P)
<br />POND EXCAVATION
<br />SELECT GRANULAR BORROW (CV) (P)
<br />TOPSOIL BORROW (LV)
<br />CRUSHED ROCK 6' DEPTH (TRENCH STABILIZING)
<br />EXPLORATORY DIGGING
<br />AGGREGATE BASE CLASS 5
<br />TYPE LV AGG. 3 WEARING COURSE (B)
<br />TYPE LV AGG. 4 WEARING COURSE FOR TRAIL (B)
<br />TYPE LV AGG. 3 NON - WEARING COURSE (B)
<br />TYPE LV AGG. 4 WEARING COURSE 2' THICK FOR DRIVEWAYS
<br />(B)
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />15' RC PIPE APRON W/ TRASH GUARD
<br />21' RC PIPE APRON W/ TRASH GUARD
<br />4° PERF PE PIPE DRAIN (W/ SOCK)
<br />15' RC PIPE SEWER CLASS V DESIGN 3006
<br />18' RC PIPE SEWER CLASS V DESIGN 3006
<br />21' RC PIPE SEWER CLASS III DESIGN 3006
<br />CONNECT TO EXISTING MANHOLES (SANITARY SEWER)
<br />8 "X4" PVC WYE (SCHEDULE 40)
<br />8' PVC, SDR 35 PIPE SEWER (10' -12' DEPTH)
<br />8° PVC, SDR 35 PIPE SEWER (12' -14' DEPTH)
<br />8" PVC. SDR 35 PIPE SEWER (14' -16' DEPTH)
<br />8' PVC, SDR 35 PIPE SEWER (16' -18' DEPTH)
<br />2021.501
<br />2101.502
<br />2101.507
<br />2104.501
<br />c01)
<br />0)
<br />N
<br />] 2104.501
<br />10 4)
<br />O
<br />N
<br />2104.503
<br />2104.505
<br />0
<br />O
<br />N
<br />0
<br />O
<br />N
<br />2104.511
<br />2104.513
<br />2104.521
<br />2104.523
<br />1 2104.523
<br />2104.523
<br />2104.523
<br />2105.501 1
<br />101)
<br />O
<br />N
<br />2105.522
<br />2105.525
<br />2105.603
<br />2123.610
<br />2211.501
<br />2350.501
<br />2350.501
<br />2350.502
<br />2350.503
<br />2357.502
<br />2501.515
<br />2501.515
<br />2502.541
<br />2503.541 1
<br />1t0
<br />in
<br />N
<br />2503.541
<br />2503.602
<br />2503.602
<br />2503.603
<br />2503.603
<br />2503.603
<br />2503.603 1
<br />N
<br />co
<br />et
<br />in
<br />C O
<br />N.
<br />CO
<br />00
<br />r
<br />N
<br />M
<br />V
<br />LO
<br />CO
<br />f,
<br />M
<br />CI)
<br />O
<br />N
<br />NN
<br />NMd'tn
<br />NN
<br />NN
<br />corN
<br />NN
<br />0 )
<br />N
<br />O
<br />MMM
<br />N
<br />CO
<br />MM
<br />e4
<br />ct)
<br />01
<br />cOh
<br />MM
<br />cDO)O
<br />M CE)
<br />'V'
<br />V
<br />N
<br />
|