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<br />$ 439.80
<br />$ 7,545.76
<br />$ 758.85
<br />$ 172,185.00
<br />$ 95,589.00
<br />$ 82,652.66
<br />$ 4,235.55
<br />$ 22,340.59
<br />$ 10,074.60
<br />$ 150,120.00
<br />$ 65,853.00
<br />$ 19,332.50
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<br />$ 10,875.00I
<br />$ 2,481.60
<br />$ 4,118.10
<br />$ 1,621.66
<br />$ 8,227.84
<br />$ 82,290.63
<br />$ 26,667.90
<br />$ 1,588.381
<br />$ 75,397.78
<br />1
<br />$ 264.19
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<br />12.51
<br />32.52
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<br />$ 2.82
<br />$ 686.35
<br />$ 810.83
<br />$ 16.07
<br />$ 30.11
<br />$ 32.13
<br />$ 34.90
<br />$ 9,225.19
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<br />$ 23.02 1
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<br />COMMISSION NO. 12390 -03
<br />BIDS OPENED: JUNE 3, 2003, AT 10 AM
<br />*DENOTES ERROR IN BIDDERS CALCULATION
<br />MN /DOT BARBAROSSA & SONS NORTHDALE CONSTRUCTION
<br />ITEM SPEC. UNIT TOTAL UNIT TOTAL
<br />NO. NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT
<br />$ 91,345.00
<br />0
<br />-
<br />CO
<br />64
<br />$ 20,850.00
<br />1{j $ 7,980.00
<br />$ 450.80
<br />1,540.00
<br />1,060.00
<br />1,544.00
<br />41,632.00
<br />2,000.00
<br />1,900.00
<br />900.00
<br />3,800.00
<br />1,344.00
<br />3,381.06
<br />537.60
<br />2,000.00
<br />2,500.00
<br />121,095.00
<br />51,180.75
<br />74,636.94
<br />3,800.67
<br />9,453.00
<br />9,500.00
<br />130,800.00
<br />72,596.25
<br />25,393.50
<br />n 00.
<br />CD 0
<br />m CO
<br />n +0'
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<br />di ER ER 64 - -
<br />$ 32,490.04
<br />$ 2,375.00
<br />$ 5,458.50
<br />$ 3,734.97
<br />$ 36,363.00
<br />$ 27,945.70
<br />$ 46,630.74
<br />_. _, or
<br />or sr" IR err err
<br />ER ER ER EA d! err err
<br />$ 91,345.00
<br />1 $ 250.00
<br />$ 150.00
<br />$ 10.00
<br />$ 1.61
<br />$ 10.00
<br />$ 10.00
<br />$ 1.00
<br />$ 2.00
<br />$ 500.00
<br />$ 100.00
<br />$ 6.00
<br />$ 4.00
<br />$ 26.88
<br />$ 91.38
<br />$ 26.88
<br />$ 500.00
<br />$ 500.00
<br />$ 6.21
<br />$ 5.29
<br />$ 9.87
<br />$ 8.39
<br />$ 3.00
<br />$ 475.00
<br />$ 10.90
<br />$ 35.85
<br />$ 46.17
<br />$ 36.87
<br />$ 10.54
<br />$ 1.83
<br />$ _ 560.02
<br />$ 682.50
<br />$ 7.97
<br />$ 31.76
<br />$ 36.02
<br />$ 2,375.00
<br />$ 181.95
<br />$ 54.13
<br />$ 58.65
<br />$ 64.99
<br />$ 74.49
<br />■■
<br />$ 67,000.00
<br />1 $ 7,645.00
<br />0 0
<br />00
<br />Lo co
<br />O O
<br />CO h
<br />ER EA
<br />$ 560.00
<br />$ 1,540.00
<br />$ 1,060.00
<br />$ 926.40
<br />$ 27,060.80
<br />$ 1,200.00
<br />$ 5,700.00
<br />$ 750.00
<br />$ 2,850.00
<br />$ 1,250.00
<br />$ 1,110.00
<br />$ 400.00
<br />$ 1,200.00
<br />$ 250.00
<br />$ 118,950.00
<br />$ 50,310.00
<br />$ 75,620.00
<br />$ 3,624.00
<br />$ 7,877.50
<br />$ 3,000.00
<br />$ 132,000.00
<br />$ 64,800.00
<br />$ 25,850.00
<br />$ 62,775.00
<br />$ 15,000.00
<br />0 0 0 0 0
<br />00000
<br />Nat 0 T CO
<br />CO CO O
<br />r N e- Eli W
<br />69 ER ER 69 E9
<br />$ 27,390.00 1
<br />$ 34,276.00
<br />$ 1,500.00
<br />$ 3,000.00
<br />$ 5,313.00
<br />$ 47,740.00
<br />$ 33,110.00
<br />$ 48,202.00
<br />I 180
<br />OO
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<br />Cho
<br />69
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<br />$ 10.00
<br />2.00
<br />10.00
<br />10.00
<br />0.60
<br />1.30
<br />300.00
<br />300.00
<br />5.00
<br />3.00
<br />25.00
<br />30.00
<br />20.00
<br />; 300.00
<br />50.00
<br />6.10
<br />5.20
<br />10.00
<br />8.00
<br />2.50
<br />150.00
<br />00'01 $
<br />00'1£ $
<br />00'LP $
<br />OOZ£ $
<br />00'11 $
<br />$ 1.50
<br />$ 440.00
<br />$ 550.00
<br />$ 10.00
<br />$ 30.00
<br />$ 33.00 1
<br />$ 38.00
<br />$ 1,500.00
<br />$ 100.00
<br />$ 77.00
<br />$ 77.00
<br />$ 77.00
<br />$ 77.00
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<br />280
<br />154
<br />106
<br />1544
<br />20816
<br />4
<br />19
<br />150
<br />950
<br />50
<br />37
<br />20
<br />4
<br />5
<br />19500
<br />9675
<br />7562
<br />453
<br />3151
<br />20
<br />12000
<br />2025
<br />550
<br />2025
<br />1500
<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 />626
<br />1ELM STREET RECONSTRUCTION
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<br />GRUBBING
<br />REMOVE PIPE (CULVERT OR STORM SEWER)
<br />REMOVE CURB & GUTTER
<br />REMOVE 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
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<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 (5)
<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 />0
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<br />2211.501
<br />2350.501
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<br />2350.503
<br />2357.502
<br />2501.515
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