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ESTIMATE NO.3
<br />PERIOD ENDING: September 22, 2006
<br />TABLYN PARK/LAKE ELMO HEIGHTS WATERMAIN
<br />CITY OF LAKE ELMO, MINNESOTA
<br />TKDA PROJECT NO. 13524,000
<br />ITEM
<br />NO. DESCRIPTION
<br />CONTRACT QUANTITY UNIT AMOUNT
<br />UNIT QUANTITY TO DATE PRICE TO DATE
<br />GENERAL
<br />LS
<br />1.0
<br />0,50 $ 169,276.00
<br />$
<br />84,638.00
<br />1
<br />Mobilization
<br />LS
<br />1.0
<br />0.50 $
<br />4,550.98
<br />$
<br />2,275A9
<br />2
<br />Traffic Control
<br />3
<br />Remove concrete Curb & Gutter
<br />LF
<br />20.0
<br />$
<br />- $
<br />14.07
<br />$
<br />-
<br />4
<br />Salvage RC Sewer Pipe
<br />LF
<br />80.0
<br />$
<br />- $
<br />2122
<br />$
<br />-
<br />Remove & Patch Bituminous Roadway 4" thick Include Gravel
<br />5
<br />Base
<br />SY
<br />3666.0
<br />$
<br />- $
<br />25.07
<br />$
<br />-
<br />Reclaim & Stockpile Bituminous & Base (6" depth) &
<br />6
<br />Respread
<br />BY
<br />17979.0
<br />$
<br />17,979.00 $
<br />3.74
<br />$
<br />67,241.46
<br />7
<br />Remove & Replace Bituminous Driveway 2" thick Gravel Base
<br />BY
<br />129.0
<br />$ - $
<br />46.86
<br />$
<br />8
<br />Saw Cut Concrete (full Depth) Driveway
<br />LF
<br />11.0
<br />$ - $
<br />10.99
<br />$
<br />9
<br />Saw Cut Bituminous (full depth) Patches and Driveways
<br />LF
<br />5369.0
<br />$ 52.00 $
<br />1.45
<br />$
<br />10
<br />Topsoil Borrow
<br />CY
<br />2341.0
<br />$ - $
<br />30.80 .
<br />$
<br />11
<br />Aggregate Surfacing, CL 5 (6" thick)
<br />TN
<br />1106.0
<br />$ - $
<br />11.71
<br />$
<br />12
<br />Remove & Replace Concrete Driveway 6" Thick Base
<br />BY
<br />4.0
<br />$ - $
<br />64-21
<br />$
<br />13
<br />Install Salvaged 12" RCP, Cl. 5 Storm Sewer
<br />LF
<br />40.0
<br />$ - $
<br />42,44
<br />$
<br />14
<br />Install Salvaged 18" RCP, CI. 5 Strom Sewer
<br />LF
<br />20.0
<br />$ - $
<br />42.44
<br />$
<br />15
<br />Install Salvaged 24" RCP, Cl. 4 Storm Sewer
<br />LF
<br />20.0
<br />$ - $
<br />42.44
<br />$
<br />16
<br />Connect to Existing Watermain
<br />EA
<br />5.0
<br />$ 5.00 $
<br />1,937.56
<br />$
<br />$
<br />17
<br />6" Gate Valve & Box
<br />EA
<br />47.0
<br />44.00 $
<br />28.00 $
<br />1,081.76
<br />1,477.29
<br />$
<br />18
<br />8" Gate Valve & Box
<br />EA
<br />EA
<br />28.0
<br />5.0
<br />$ 3.00 $
<br />1,850.36
<br />$
<br />19
<br />12" Butterfly Valve & Box
<br />EA
<br />5.0
<br />$ 5.00 $
<br />2,809.13
<br />$
<br />20
<br />16" Butterfly Valve & Box
<br />EA
<br />47.0
<br />44.00 $
<br />3,315.91
<br />$
<br />21
<br />Hydrant
<br />EA
<br />5.0
<br />$ - $
<br />587.34
<br />$
<br />22
<br />Hydrant Extension (6")
<br />EA
<br />5.0
<br />$ $
<br />788.80
<br />$
<br />23
<br />Hydrant Extension (12")
<br />EA
<br />79.0
<br />$ $
<br />1,835.49
<br />$
<br />24
<br />Fusable Saddle w11" Corporation Stop
<br />EA
<br />84.0
<br />S 12.00 $
<br />413.05
<br />$
<br />25
<br />1" Corporation Stop
<br />EA
<br />15.0
<br />$ - $
<br />1,933.36
<br />$
<br />26
<br />Fusable Saddle w1115" Corporation Stop
<br />.
<br />$ - $
<br />501.23
<br />$
<br />27
<br />1.5" Corporation Stop
<br />EA
<br />EA
<br />4.0
<br />163.0
<br />$ 12.00 $
<br />481.85
<br />$
<br />28
<br />1" Curb Stop & Box
<br />EA
<br />19.0
<br />$ - $
<br />541.66
<br />$
<br />29
<br />1.5' Curb Stop & Box
<br />LF
<br />730.0
<br />643.00 $
<br />18.53
<br />$
<br />30
<br />611DIP, c1.50 Watermain
<br />LF
<br />7553.0
<br />7225.00 $
<br />21.88
<br />$
<br />31
<br />8"DIP, c1.50 Watermain
<br />HDPE Watemain-DR17 DIP Size (by directional drilling)
<br />LF
<br />10603.0
<br />10773.00 $
<br />31.16
<br />$
<br />32
<br />8"
<br />LF
<br />133.0
<br />$ 57.00 $
<br />38.70
<br />$
<br />33
<br />12"DIP, c1.50 Watermain
<br />12" HDPE Watermain-DR17 DIP Size (by directional drilling)
<br />LF
<br />5117.0
<br />$ 4,933.00 $
<br />48.86
<br />$
<br />34
<br />35
<br />12" MJDIP, cl.50 Watermain (through casing pipe)
<br />LF
<br />170.0
<br />$ - $
<br />40.58
<br />$
<br />LF
<br />68.0
<br />258.00 $
<br />52.68
<br />$
<br />36
<br />37
<br />16"DIP, cl.50 Watermain
<br />16" HOPE Watermain-DR17 DIP Size (by directional drilling)
<br />LF
<br />5195.0
<br />4808 $
<br />70.09
<br />$
<br />38
<br />1" Type HOPE DR11 Water Service (directional drilling)
<br />LF
<br />14391.0
<br />$ - $
<br />10.74
<br />$
<br />$
<br />39
<br />1" Type "K" Copper Water Service (open cut)
<br />LF
<br />2438.0
<br />$ 862.00 $
<br />24.74
<br />$
<br />40
<br />1.5" Type HOPE DR11 Water Service (directional drilling)
<br />LF
<br />5983.0
<br />$ _ $
<br />11.07
<br />26.71
<br />$
<br />41
<br />1.5" Type "K" Copper Water Service (open cut)
<br />LF
<br />120.0
<br />$ $
<br />$
<br />175.70
<br />$
<br />42
<br />Jack/Auger 24" Ste]] Casing Pipe
<br />LF
<br />LB
<br />150.0
<br />14354.0
<br />$ -
<br />14978.00 $
<br />7.01
<br />$
<br />43
<br />DIP Watermain Fittings (C 110 Standard)
<br />$ - S
<br />6.87
<br />$
<br />44
<br />Remove & Replace Concrete Sidewalk 4" thick
<br />SF
<br />73.0
<br />$
<br />45.51
<br />$
<br />45
<br />Concrete Curb & Gutter (match existing)
<br />LF
<br />20.0
<br />$ -
<br />$
<br />19.22
<br />$
<br />46
<br />Concrete Curb & Gutter D412
<br />LF
<br />EA
<br />300.0
<br />181.0
<br />$ -
<br />$ 10.00 $
<br />1,024.95
<br />$
<br />47
<br />Core Drill Basement Foundation Wall & Seal
<br />$
<br />85.96
<br />$
<br />48
<br />Shrub (potted) 24" (match existing)
<br />EA
<br />10.0
<br />$ -
<br />$ - $
<br />85.96
<br />$
<br />49
<br />Salvage Shrub (transplant)
<br />EA
<br />LF
<br />10.0
<br />600.0
<br />892.00 $
<br />2.78
<br />$
<br />50
<br />Silt Fence
<br />SY
<br />13706.0
<br />$ - $
<br />2.06
<br />$
<br />51
<br />Sodding, Type Lawn
<br />Common Laborer (for misc. landscape work)
<br />MAN HF
<br />80.0
<br />$ - $
<br />72.98
<br />$
<br />52
<br />53
<br />Seed & Wood Fiber Blanket
<br />AC
<br />1.0
<br />$ - $
<br />$
<br />7,342.24
<br />55.62
<br />$
<br />$
<br />54
<br />Landscape Rock (match existing)
<br />CY
<br />50.0
<br />$ -
<br />$
<br />101.13
<br />$
<br />F4
<br />nff Pam rl stricture Marker
<br />EA
<br />12.0
<br />$ -
<br />75.40
<br />9,687.80
<br />47,597.44
<br />41,364.12
<br />5,551.08
<br />14,045.65
<br />146,900.04
<br />4,956.60
<br />5,782.20
<br />11,914.79
<br />158,033.00
<br />335,686-58
<br />2,205.90
<br />241,026.38
<br />13,591.44
<br />336,992.72
<br />21,325.58
<br />104,995.78
<br />10,249.50
<br />2,479.76
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