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<br />FOX RIDGE SANITARY SEWER • GRAVITY OPTION
<br />PRELIMINARY COST ESTIMATE _____
<br />ITEM
<br />8* PVC sanitary sewer
<br />Jack 6* PVC sewer, incl. Casing
<br />Directional bore 4* HOPE forcemain
<br />Standard 4' dia. MH
<br />overdepth
<br />8" X 4* wye
<br />4" PVC service pipe
<br />Directional bore 1 1/2" HDPE service pipe
<br />Improved pipe foundation
<br />Televise sewef
<br />Mechanical trench compaction
<br />Submersible pump lift station
<br />Connect to existing manhole
<br />Meter manhole
<br />Mobiliz ition
<br />Silt fence
<br />Bituminous surface removal
<br />Common excavation
<br />Geotextile fabric
<br />Class 5 aggregate base, 100% crushed
<br />Type 31 bituminous base course
<br />Type 41 bituminous wear course
<br />Bituminous material for tack coat
<br />Repair driveways
<br />Sod with 4" topsoil
<br />Seeding w/topsoil, mulch, and fertilizer
<br />UNIT EST.EST.
<br />UNIT PRICE QUANTITY COST
<br />LF 28.00 625 $17,500
<br />LF 200.00 75 15,000
<br />LF 22.00 2,300 50,600
<br />EA 1,500.00 5 7,500
<br />LF 100.00 10 1,000
<br />EA 75.00 9 675
<br />LF 20.00 270 5,400
<br />LF 20.00 200 4,000
<br />LF 1.00 1,075 1,075
<br />LF 1.00 700 700
<br />LF 1.00 895 895
<br />EA 75,000.00 1 75,000
<br />EA 2,000.00 1 2,000
<br />EA 1 5,000
<br />LS 5,000.00 1 5,000
<br />LF 2.50 1,600 4,000
<br />SY 2.00 2,600 5,200
<br />CY 6.00 1,000 6,000
<br />SY 1.50 2,600 3,900
<br />TN 10.00 1,600 16,000
<br />TN 32.00 315 10,060
<br />TN 35.00 235 8,225
<br />GL 1.50 150 225
<br />EA 750.00 9 6,750
<br />SY 2.50 2,350 5,875
<br />AC 3,000.00 0.3 900
<br />Estimated Construction Cost
<br />•t-5% Contingencies
<br />+20% Legal, Engineering and Administration
<br />Residential grinder station
<br />Long Lake connection charge
<br />EA
<br />EA
<br />4.500.00
<br />1.700.00
<br />3
<br />12
<br />+5% Capitalized Interest and Bonding
<br />Total Estimated Cost
<br />$258,500
<br />12,925
<br />$271,425
<br />54,285
<br />$325,710
<br />13,500
<br />20,400
<br />359,610
<br />17,981
<br />377,591
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