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I.VIVIIYIIOO.IVIV IVV. IL.-1tld -1J/
<br />ENGINEERS • ARCHITEC1 S • PLANNERS
<br />BIDS OPENED: JULY 29, 2004, AT 10:00 AM
<br />*DENOTES ERROR IN BIDDERS CALCULATION
<br />ENGINEER'S ESTIMATE CENTRAL LANDSCAPING JAY BROS., INC.
<br />TEM UNIT TOTAL UNIT TOTAL UNIT TOTAL
<br />NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT
<br />000
<br />0
<br />Lc9
<br />0
<br />to
<br />64
<br />0
<br />T�
<br />1.6
<br />64
<br />0
<br />o
<br />CO
<br />64
<br />$ 385.00
<br />$ 2,580.00
<br />$ 336.00
<br />$ 200.00
<br />$ 23,198.00
<br />0
<br />0
<br />r
<br />cYi
<br />64
<br />6 1,500.00
<br />6 16,572.00
<br />6 1,050.00
<br />-
<br />•_
<br />1,480.00
<br />2,440.00
<br />570.00
<br />200.00
<br />35,836.00
<br />5,922.00
<br />4,550.00
<br />7,000.00
<br />i 18,900.00
<br />560.00
<br />625.00
<br />$ 72,600.00
<br />$ 18,529.50
<br />$ 51,138.72
<br />o
<br />w
<br />n
<br />O
<br />N.
<br />64
<br />o
<br />m
<br />to
<br />0
<br />oC)
<br />44
<br />$ 11,263.56
<br />$ 14,592.96
<br />$ 4,512.00
<br />$ 2,860.00
<br />0
<br />0
<br />O
<br />LO)•
<br />Tr
<br />64
<br />$ 620.00 I
<br />$ 3,900.00
<br />$ 2,016.00
<br />- --
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<br />-"
<br />- -- err or w w 44 64 44 =- --
<br />O
<br />0
<br />to N
<br />0
<br />0)
<br />64
<br />$ 100.00
<br />1 $ 100.00
<br />$ 7.00
<br />$ 6.00
<br />$ 6.00
<br />$ 20.00
<br />0
<br />LL)
<br />m
<br />64
<br />00000
<br />0000p0
<br />—oc
<br />44
<br />CO
<br />646464646y
<br />o0
<br />rN
<br />r
<br />40.00
<br />40.00
<br />190.00
<br />200.00
<br />6.20
<br />7.05
<br />6.50
<br />10.00
<br />9.00
<br />5.60
<br />125.00
<br />0 000
<br />0 tOC�
<br />N CD
<br />r r''
<br />64 6464
<br />0
<br />c
<br />CO
<br />49
<br />$ 38.72
<br />$ 44.52
<br />$ 45.04
<br />$ 11.28
<br />$ 2.60
<br />$ 900.00
<br />$ 620.00
<br />$ 780.00
<br />$ 32.00
<br />6z 69 67 w 69 64 64 w
<br />I000
<br />000
<br />NOO
<br />64
<br />0
<br />O�D�
<br />64
<br />64
<br />$ 55.00
<br />$ 1,720.00
<br />$ 672.00
<br />$ 200.00
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<br />r
<br />64
<br />6 4,588.50
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<br />0)
<br />0)
<br />- 44
<br />630.00
<br />6 1,850.00
<br />666.00
<br />6 1,281.00
<br />6 3,000.00
<br />6 1,300.00
<br />40,460.00
<br />i 7,560.00
<br />4,900.00
<br />i 9,100.00
<br />14,700.00
<br />400.00
<br />2,250.00
<br />O 00
<br />O NN
<br />0 DDto
<br />U)
<br />U1 01 N..
<br />C00 rL- CO
<br />69 64 69
<br />t0
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<br />0
<br />h.
<br />64
<br />O
<br />O
<br />t:
<br />co
<br />e
<br />W
<br />64
<br />$ 10,727.20
<br />$ 13,899.60
<br />$ 6,300.00
<br />$ 2,750.00
<br />0
<br />0
<br />o
<br />0
<br />to
<br />44
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<br />000
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<br />44 64 64
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<br />6.
<br />64 44 64 64 49 -- 44 w
<br />0
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<br />64
<br />1 $ 150.00
<br />$ 150.00
<br />$ 1.00
<br />$ 4.00
<br />$ 12.00
<br />$ 20.00
<br />0
<br />h
<br />r
<br />64
<br />00
<br />to
<br />CO
<br />69
<br />O
<br />0
<br />CO
<br />44
<br />1.80
<br />90.00
<br />0
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<br />t°n
<br />CC
<br />r
<br />44
<br />18.00
<br />21.00
<br />1,000.00
<br />1,300.00
<br />7.00
<br />9.00
<br />7.00
<br />13.00
<br />7.00
<br />4.00
<br />450.00
<br />0 too
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<br />r r m
<br />44 64 64
<br />to
<br />N
<br />m
<br />64
<br />0
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<br />co
<br />69
<br />$ 42.40
<br />$ 42.90
<br />$ 15.75
<br />$ 2.50
<br />0
<br />0
<br />O
<br />64
<br />$ 790.00
<br />$ 1,070.00
<br />$ 28.00
<br />6.
<br />6,
<br />6o 6e 67 64 w w - - 69 69 w
<br />1000
<br />0
<br />0
<br />44
<br />0
<br />t0
<br />W
<br />0
<br />44
<br />0
<br />CO
<br />0)
<br />m
<br />64
<br />$ 110.00
<br />$ 1,290.00
<br />$ 616.00
<br />$ 120.00
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<br />0
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<br />LL)
<br />N
<br />0)
<br />64
<br />6 5,244.00
<br />6 2,000.00
<br />6 11,048.00
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<br />Ot00)
<br />r
<br />0
<br />N
<br />925.00
<br />6 1,525.00
<br />6 1,500.00
<br />500.00
<br />69,360.00
<br />i 10,080.00
<br />> 8,400.00
<br />i 7,700.00
<br />18,900.00
<br />$ 300.00
<br />$ 1,500.00
<br />$ 72,600.00
<br />$ 14,599.00
<br />$ 51,408.00
<br />0
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<br />CO
<br />4'
<br />64
<br />0
<br />0
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<br />a)
<br />CO
<br />a)
<br />64
<br />$ 10,879.00
<br />$ 17,820.00
<br />$ 4,800.00
<br />$ 2,200.00
<br />0
<br />0
<br />O
<br />N
<br />43
<br />$ 800.00
<br />$ 4,750.00
<br />$ 2,457.00
<br />.a,
<br />64 or
<br />64
<br />69
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<br />6964
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<br />$ 2.00
<br />$ 3.00
<br />$ 11.00
<br />$ 12.00
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<br />64
<br />4.00
<br />6 400.00
<br />6 2.00
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<br />6 25.00
<br />25.00
<br />6 500.00
<br />500.00
<br />i 12.00
<br />12.00
<br />12.00
<br />11.00
<br />9.00
<br />3.00
<br />300.00
<br />$ 12.00
<br />$ 13.00
<br />$ 42.00
<br />O
<br />O
<br />:
<br />44
<br />$ 43.00
<br />$ 43.00
<br />$ 55.00
<br />$ 12.00
<br />$ 2.00
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<br />0
<br />O
<br />64
<br />$ 800.00
<br />$ 950.00
<br />$ 39.00
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<br />64
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<br />37
<br />61
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<br />5,780
<br />840
<br />700
<br />700
<br />2,100
<br />100
<br />5
<br />6,050
<br />1,123
<br />1,224
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<br />253
<br />324
<br />400
<br />1,100
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<br />BIRCH STREET AND HODGSON ROAD IMPROVEMENTS
<br />1 1 MOBILIZATION
<br />1 2 CLEARING
<br />1 3 GRUBBING
<br />1 4 REMOVE FENCE
<br />REMOVE CONCRETE CURB
<br />REMOVE STORM SEWER PIPE (ALL TYPES & SIZES)
<br />REMOVE WOODEN LANDSCAPING POST
<br />REMOVE BIT SURFACE - STREET /DWY/TRAIUSHOULDER (ALL
<br />DEPTHS)
<br />MILL 2" BITUMINOUS - STREET
<br />(REMOVE CATCH BASIN, MANHOLE
<br />SAW CUT BITUMINOUS PAVEMENT (FULL DEPTH)
<br />(SALVAGE AND REINSTALL MAILBOX SUPPORT
<br />(SALVAGE AND RELOCATE HYDRANT & GATE VALVE SYSTEM
<br />SALVAGE AND REINSTALL 12" PIPE SEWER CMP
<br />SALVAGE AND REINSTALL 15" RCP
<br />SALVAGE AND REINSTALL 15" FES (RCP)
<br />SALVAGE AND REINSTALL 24" FES (RCP)
<br />'COMMON EXCAVATION (P) (STREET/DRIVEWAY)
<br />COMMON EXCAVATION (P) FOR TRAIL
<br />SUBGRADE EXCAVATION
<br />SELECT GRANULAR BORROW (CV) (P)
<br />TOPSOIL BORROW (LV)
<br />CRUSHED ROCK -6" DEPTH (TRENCH STABILIZATION)
<br />EXPLORATORY DIGGING
<br />AGGREGATE BASE CLASS 5 (100% CRUSHED) (STREET,
<br />DRIVEWAY)
<br />AGGREGATE BASE CLASS 5 (100% CRUSHED) FOR TRAIL
<br />TYPE MV AGG. 3 WEARING COURSE (C.S.A.H. 10, C.S.A.H. 49)
<br />TYPE MV AGG. 3 NON - WEARING COURSE (C.S.A.H. 10, C.S.A.H.
<br />49)
<br />TYPE LV AGG. 3 WEARING COURSE (WARE RD)
<br />TYPE LV AGG. 3 NON - WEARING COURSE (WARE RD,
<br />COMMERCIAL DWYS)
<br />TYPE LV AGG. 4 WEARING COURSE 2" THICK FOR TRAIL
<br />TYPE LV AGG. 4 WEARING COURSE 2" THICK FOR DRIVEWAY
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />CONNECT TO EXISTING STORM SEWER PIPE (ALL SIZES AND
<br />TYPES)
<br />12" RC PIPE APRON W/ TRASH GUARD
<br />18" RC PIPE APRON W/ TRASH GUARD
<br />12" RC PIPE SEWER CLASS V DESIGN 3006
<br />CON
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<br />007INmV
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