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12
<br />II. NATER SYSTEMS
<br />a. Lines
<br />ITEM
<br />QUANTITY
<br />UNIT
<br />DESCRIPTION
<br />AREA E
<br />UNIT 1
<br />2.
<br />14,000
<br />1.
<br />1,420
<br />LF
<br />16" Later Line
<br />2.
<br />1
<br />EA
<br />16" Butterfly Valve
<br />3.
<br />4
<br />EA
<br />Air release valve
<br />4.
<br />LOT
<br />LS
<br />Test and sterilize
<br />5.
<br />160
<br />LF
<br />B" water line
<br />6.
<br />2
<br />EA
<br />8" Valve
<br />7.
<br />2
<br />EA
<br />Fire hydrant assembly
<br />8.
<br />3
<br />EA
<br />1 1/2" blowoff Assembly
<br />J.
<br />2
<br />EA
<br />Irrigation service
<br />UNIT PRICE AMOUNT
<br />65.00 $92,300.00
<br />$3,050.00 $ 3,050.00 7
<br />925.00 5 3,300.00 t_
<br />Lump Sum 5 1,375.00
<br />32.00 5 5,120.00
<br />$1,150.00 $ 2,300.00 )vi
<br />$2,900.00 $ 5,800.00
<br />850.00 $ 2,550.00
<br />$1,600.00 5 3,200.00
<br />Total $11.9,595.00
<br />18% Engineering 5 21,528.00 f
<br />X.
<br />Total Construction Cost $141,123.00 t.'.
<br />Strip site, dispose of debris 2,625.00 $ 3,150.00
<br />Excavation 4.85 67,900.00
<br />Concrete fcundation 475.00 356,250.00
<br />Furnish and erect steel tank 1.15 862,500.00
<br />Tank cathodic protection Lump Sum 58,400.00
<br />18" water line 107.00 64,200.00
<br />Pumping facility Lump Sum -92,000.00
<br />Landscaping Lump Sum 52,000.00
<br />Concrete piles 30.50 1,049,200.00
<br />Condition excavated material l.bn 22,400.9;
<br />Fencing 15.00 10,500.n0
<br />Storm water pump s discharge piping Lump Sum 15,500.00
<br />Automatic controls Lump Sum 21,000.00
<br />Total $2,875,000.00
<br />18% Engineering 517,500.00
<br />Total Construction Cost $3,392,500.00
<br />50t of $3,392,500 or 51,596,250.00 will be
<br />outlaved in 1982 and the other 501 in 1983.
<br />b.
<br />Tanks (Water)
<br />1.
<br />1.2
<br />AC
<br />2.
<br />14,000
<br />CY
<br />3.
<br />750
<br />CY
<br />4.
<br />750,000
<br />LB
<br />1.y _ 5.
<br />Lump Sum
<br />LS
<br />6.
<br />600
<br />LF
<br />i 7.
<br />Lump Sum
<br />LS
<br />8.
<br />Lump Sum
<br />LS
<br />9.
<br />!,400
<br />LF
<br />10.
<br />14,000
<br />CY
<br />il.
<br />700
<br />LF
<br />12.
<br />Lump S -m
<br />LS
<br />13.
<br />Lump Sum
<br />LS
<br />UNIT PRICE AMOUNT
<br />65.00 $92,300.00
<br />$3,050.00 $ 3,050.00 7
<br />925.00 5 3,300.00 t_
<br />Lump Sum 5 1,375.00
<br />32.00 5 5,120.00
<br />$1,150.00 $ 2,300.00 )vi
<br />$2,900.00 $ 5,800.00
<br />850.00 $ 2,550.00
<br />$1,600.00 5 3,200.00
<br />Total $11.9,595.00
<br />18% Engineering 5 21,528.00 f
<br />X.
<br />Total Construction Cost $141,123.00 t.'.
<br />Strip site, dispose of debris 2,625.00 $ 3,150.00
<br />Excavation 4.85 67,900.00
<br />Concrete fcundation 475.00 356,250.00
<br />Furnish and erect steel tank 1.15 862,500.00
<br />Tank cathodic protection Lump Sum 58,400.00
<br />18" water line 107.00 64,200.00
<br />Pumping facility Lump Sum -92,000.00
<br />Landscaping Lump Sum 52,000.00
<br />Concrete piles 30.50 1,049,200.00
<br />Condition excavated material l.bn 22,400.9;
<br />Fencing 15.00 10,500.n0
<br />Storm water pump s discharge piping Lump Sum 15,500.00
<br />Automatic controls Lump Sum 21,000.00
<br />Total $2,875,000.00
<br />18% Engineering 517,500.00
<br />Total Construction Cost $3,392,500.00
<br />50t of $3,392,500 or 51,596,250.00 will be
<br />outlaved in 1982 and the other 501 in 1983.
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