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<br />PRELIMINARY OPINIONS OF COST" . , ".,' " , . "" "... " :
<br />F,OROPTION I ~ NORTH AND WEST SHORE DEVELOPMENT. ' " . " i
<br />LAKE CROOK STUDY' '. .,' ,'. , ' " ' ,,12 JUNE 2001 . ¡
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<br />he following information is intended to show the relative costs of development under this scheme versus other options and
<br />s based on the consultanfs experience. Actual costs may be higher or lower than these preliminary estimates. Estimates
<br />re not based on substantial engineering surveys and data which may later reveal obstacles or possible savings in cost
<br />
<br />em Description
<br />
<br />Concrete Paved Streets and Sewer System
<br />NORTH SHORE:
<br />1 Clearing and grubbing of rights of way
<br />2 Drainage structures; culverts and inlets; headwalls
<br />3 Roadway shaping, excavating, filling, and compacting
<br />4 On-site water lines; 6- - 12- size; fire hydrants, valves
<br />5 Off.site 12- water line from plant to new ground storage
<br />6 0.5 mgal ground storage; pressure pumping station
<br />7 On-site sanitary sewer lines; 6"-8- size; manholes; cleanouts
<br />8 Submersible pump liftstations; force mains; wetwells
<br />9 Off.site 12- gravity sanitary sewer to existing trunk
<br />10 Dry bore and casing; U.S. 271
<br />11 Monolithic concrete curb
<br />12 Reinforced concrete pavement
<br />13 Entry way signage; lighting; street signs; traffic signs
<br />14 Landscaping entrances and common areas; irrigation
<br />
<br />....
<br />
<br />WEST SHORE:
<br />1 Clearing and grubbing of rights of way
<br />2 Drainage structures; culverts and inlets; headwalls
<br />3 Roadway shaping, excavating, filling, and compacting
<br />4 On-site water lines; 6- - 12- size; fire hydrants, valves
<br />5 Off-site 12- water line
<br />7 On.site sanitary sewer lines; S-.8- size; manholes; cleanouts
<br />8 Submersible pump liftstations; force mains; wetwells
<br />9 Off-site ë force main to North Shore
<br />11 Monolithic concrete curb
<br />12 Reinforced concrete pavement.
<br />13 Entry way signage; lighting; street signs; traffic signs
<br />1 ~ Landscaping entrances and common areas
<br />
<br />Subtotal Construction
<br />Surveying, platting, staking
<br />Engineering
<br />Contingency (10%)
<br />
<br />Estimated Units
<br />Quantity
<br />
<br />45.1 acres
<br />25 ea
<br />330 sta.
<br />33000 IJ .
<br />6000 IJ .
<br />1 LS
<br />30000 IJ .
<br />5 ea.
<br />11000 IJ.
<br />200 IJ.
<br />66000 IJ .
<br />121000 s.y.
<br />1 LS
<br />1 LS
<br />
<br />Unit
<br />Price
<br />
<br />Total
<br />
<br />$8,000
<br />12,500
<br />2,500
<br />22
<br />32
<br />350,000
<br />25
<br />85 , 000
<br />34
<br />160
<br />6
<br />25
<br />40000
<br />80000
<br />
<br />$360,800
<br />312,500
<br />825,000
<br />726,000
<br />192,000
<br />350,000
<br />750,000
<br />425,000
<br />374,000
<br />32,000
<br />396,000
<br />3,025,000
<br />40,000
<br />80,000
<br />
<br />$7,888,300
<br />
<br />18.9 acres $8,000 $151,200
<br />12 ea 12,500 150,000
<br />14 sta. 1,500 21,000
<br />1 4000 IJ. 22 308,000
<br />3000 IJ. 32 96 , 000
<br />14000 IJ. 25 350,000
<br />1 ea. 85 ,000 85 , 000
<br />3000 .f. 20 60 , 000
<br />28000 IJ. 6 168,000
<br />51400 s.y. 25 1,285,000
<br />1 LS 20000 20000
<br />1 LS 40000 40000
<br /> $2,734,200
<br /> $ 10,622,500
<br /> 133,200
<br /> 333,000
<br /> 1,062,250
<br /> $ 12150950
<br />
<br />Total Cost: Construction a tion I
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