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November 2013
<br />MM # 1351
<br />SANITARY SEWER FEASIBILITY STUDY & REPORT
<br />NORTH SEBASTIAN AREA
<br />Sanitary Sewer For North Sebastian Area
<br />Indian River County Department of Utilities Services
<br />Gravity Sewer
<br />Item
<br />No.
<br />Item Description
<br />Quantity
<br />Unit
<br />Unit Price
<br />Total Price
<br />1
<br />Mobilization
<br />1
<br />LS
<br />$ 125,000.00
<br />$ 125,000.00
<br />2
<br />Maintenance of Traffic
<br />1
<br />LS
<br />$ 40,000.00
<br />$ 40,000.00
<br />3
<br />Stakeout Survey & As-builts
<br />1
<br />LS
<br />$ 60,000.00
<br />$ 60,000.00
<br />4
<br />Standard Manholes 0'-6'
<br />87
<br />EA
<br />$ 3,900.00
<br />$ 339,300.00
<br />5
<br />Standard Manholes 6'-8'
<br />29
<br />EA
<br />$ 4,500.00
<br />$ 130,500.00
<br />6
<br />Standard Manholes 8'-10'
<br />18
<br />EA
<br />$ 5,100.00
<br />$ 91,800.00
<br />7
<br />Standard Manholes 10'-12'
<br />2
<br />EA
<br />$ 5,600.00
<br />$ 11,200.00
<br />8
<br />Standard Manholes 12'-14'
<br />2
<br />EA
<br />$ 6,400.00
<br />$ 12,800.00
<br />9
<br />Drop Manhole 6'-8' (Outside Drop)
<br />2
<br />EA
<br />$ 6,500.00
<br />$ 13,000.00
<br />10
<br />Drop Manhole 8'-10' (Outside Drop)
<br />2
<br />EA
<br />$ 7,100.00
<br />$ 14,200.00
<br />11
<br />Pump Station #1
<br />1
<br />LS
<br />$ 164,000.00
<br />$ 164,000.00
<br />12
<br />Pump Station #2
<br />1
<br />LS
<br />$ 164,000.00
<br />$ 164,000.00
<br />13
<br />Pump Station #3
<br />1
<br />LS
<br />$ 164,000.00
<br />$ 164,000.00
<br />14
<br />Pump Station #4 (Small Grinder Type)
<br />1
<br />LS
<br />$ 65,000.00
<br />$ 65,000.00
<br />15
<br />Pump Station #5 (Small Gander Type)
<br />1
<br />LS
<br />$ 65,000.00
<br />$ 65,000.00
<br />16
<br />4" Dia. Force Main
<br />2,500
<br />LF
<br />$ 15.00
<br />$ 37,500.00
<br />17
<br />Testing force main
<br />1
<br />LS
<br />$ 1,000.00
<br />$ 1,000.00
<br />18
<br />8" PVC Sewer 0'-6'
<br />11,780
<br />LF
<br />$ 22.00
<br />$ 259,160.00
<br />19
<br />8" PVC Sewer 6'-8'
<br />8,160
<br />LF
<br />$ 27.00
<br />$ 220,320.00
<br />20
<br />8" PVC Sewer 8'-10'
<br />3,600
<br />LF
<br />$ 38.00
<br />$ 136,800.00
<br />21
<br />8" PVC Sewer 10'-12'
<br />915
<br />LF
<br />$ - 50.00
<br />$ 45,750.00
<br />22
<br />8"
<br />PVC Sewer 12'14'
<br />635
<br />LF
<br />$ 75.00
<br />$ 47,625.00
<br />23
<br />10' PVC Sewer 0'-6'
<br />1,590
<br />LF
<br />$ 24.00
<br />$ 38,160.00
<br />24
<br />10" PVC Sewer 6'-8'
<br />2,270
<br />LF
<br />$ 30.00
<br />$ 68,100.00
<br />25
<br />10" PVC Sewer 8'-10'
<br />2,025
<br />LF
<br />$ 40.00
<br />$ 81,000.00
<br />26
<br />10" PVC Sewer 10'-12'
<br />310
<br />LF
<br />$ 53.00
<br />$ 16,430.00
<br />27
<br />Testing (TV of Mains)
<br />31,285
<br />LF
<br />$ 1.50
<br />$ 46,927.50
<br />28
<br />Dewatering
<br />12,610
<br />LF
<br />$ 8.00
<br />$ 100,880.00
<br />29
<br />Single Lateral
<br />267
<br />EA
<br />$ 625.00
<br />$ 166,875.00
<br />30
<br />Double Lateral
<br />89
<br />EA
<br />$ 650.00
<br />$ 57,850.00
<br />31
<br />Erosion & Sediment Control
<br />1
<br />LS
<br />$ 50,000.00
<br />$ 50,000.00
<br />32
<br />Paved Restoration (Open Cut)
<br />20,975
<br />LF
<br />$ 50.00
<br />$ 1,048,750.00
<br />33
<br />Un -Paved Road Restoration (Open Cut)
<br />13,910
<br />LF
<br />$ 12.00
<br />$ 166,920.00
<br />34
<br />Sod
<br />6,080
<br />LF
<br />$ 4.00
<br />$ 24,320.00
<br />35
<br />SUBTOTAL
<br />$ 4,075,167.50
<br />36
<br />Design/Permitting — Final Engineering (7.5%)
<br />1
<br />LS
<br />$ 305,637.56
<br />$ 305,637.56
<br />37
<br />*Contingencies (15%)
<br />1
<br />LS
<br />$ 611,275.13
<br />$ 611,275.13
<br />38
<br />TOTAL ESTIMATED PROJECT COST
<br />$ 4,992,080.19
<br />USE - - - - $ 5,000,000.00
<br />Contingencies include easement acquisition, misc. construction items, etc.
<br />10
<br />62-13
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