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WEBBER HILLS SANITARY SEWER-GRAVITY OPTION
<br />PRELIMINARY COST ESTIMATE 1999______________
<br />ITEM UNIT
<br />UNIT
<br />PRICE
<br />EST.
<br />QUANTITY
<br />EST.
<br />cost;
<br />8" DIP sanitary sewer
<br />8" PVC, SDR 35,0’-8’ deep
<br />8‘ PVC, SDR 35,8'-10’ deep
<br />8“ PVC, SDR 35,10’-12* deep
<br />8" PVC, SDR 35,12'-14’ deep
<br />8* PVC, SDR 35,14’-16' deep
<br />8’ PVC, SDR 26,16’-18’ deep
<br />8“ PVC, SDR 26,18’-20’ deep
<br />8’ PVC, SDR 26, 20’-22’ deep
<br />8* PVC, SDR 26. 22’-24’ deep
<br />8* PVC, SDR 26, 24’-26' deep
<br />8' PVC, SDR 26,26*-28’ deep
<br />8* PVC, SDR 26, 28’-30' deep
<br />8* PVC. SDR 28. 30’-32’ deep
<br />Directional bore 8* HDPE
<br />Standard 4’ dia. MH
<br />MH overdepth
<br />Outside drop for MH
<br />8’’ X 4* wye
<br />4' PVC service riser pipe
<br />4‘ PVC service pipe
<br />Improved pipe foundation
<br />Televise sewer
<br />Mechanical trench compaction
<br />Submersible pump lift station
<br />4' HDPE forcemaln
<br />Connect to existing manhole
<br />Clear and grub
<br />Mobilization
<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 ccat
<br />Repair driveways
<br />Sod with 4" topsoil
<br />Seeding v topsoil, mulch, and fertilizer
<br />Bituminous street patching __________
<br />LF 30.00
<br />LF 26.00
<br />LF 28.00
<br />LF 30.00
<br />LF 32.00
<br />LF 34.00
<br />LF 36.00
<br />LF 38.00
<br />LF 43.00
<br />LF 46.00
<br />LF 50.00
<br />LF 55.00
<br />LF 60.00
<br />LF 65.00
<br />LF 50.00
<br />EA 1,700.00
<br />LF 100.00
<br />LF 100.00
<br />EA 75.00
<br />LF 18.00
<br />LF 18.00
<br />LF 1.00
<br />LF 1.00
<br />LF .1.00
<br />EA 70,000.00
<br />LF 20.00
<br />EA 500.00
<br />LS 3,000.00
<br />LS 5,000.00
<br />LF 3.00
<br />SY 2.00
<br />CY 7.00
<br />SY 1.50
<br />TN 13.00
<br />TN 32.00
<br />TN 35.00
<br />GL 1.50
<br />EA 750.00
<br />SY 2.50
<br />AC 3,000.00
<br />SY 10.00
<br />30
<br />400
<br />2,100
<br />410
<br />380
<br />310
<br />255
<br />245
<br />205
<br />80
<br />140
<br />110
<br />40
<br />40
<br />1,150
<br />25
<br />160
<br />20
<br />37
<br />200
<br />1,100
<br />10,000
<br />5.895
<br />9,395
<br />1
<br />2,400
<br />1
<br />1
<br />1
<br />2.500
<br />14,300
<br />5,000
<br />15,200
<br />9.300
<br />1,725
<br />1.300
<br />750
<br />37
<br />3.500
<br />1
<br />50
<br />$900
<br />10,400
<br />58.800
<br />12,300
<br />12,160
<br />10,540
<br />9,180
<br />9,310
<br />8,815
<br />3,680
<br />7.000
<br />6,050
<br />2,400
<br />2,600
<br />57.500
<br />42.500
<br />16,000
<br />2.000
<br />2,775
<br />3,600
<br />19.800
<br />10,000
<br />5,895
<br />9,395
<br />70.000
<br />48.000
<br />500
<br />3.000
<br />5.000
<br />7,500
<br />28,600
<br />35.000
<br />22.800
<br />120,900
<br />55,200
<br />45.500
<br />1,125
<br />27,750
<br />8,750
<br />3.000
<br />500
<br />Estimated Construction Cost
<br />+5% Contingencies
<br />+20% Legal, Engineering and Administration
<br />+5% Capitalized Interest and Bonding
<br />Total Estimated Cost
<br />$806,725
<br />40,336
<br />$847,061
<br />169,412
<br />$1,016,474
<br />50,824
<br />$1,067,297
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