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LPPD000467
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LPPD000467
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Last modified
4/18/2011 2:58:22 PM
Creation date
3/26/2007 10:46:52 PM
Metadata
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Template:
Loan Projects
Contract/PO #
C150173
Contractor Name
Upper Surface Creek Domestic Water Users Association
Contract Type
Loan
Water District
0
County
Delta
Loan Projects - Doc Type
Feasibility Study
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<br />a e . aw a er e Ivery ro ec -- os sima e <br />ITEM UNIT UNIT Quan COST TOTALS <br /> COST <br />DIVERSION STRUCTURE AND GRIT <br />CHAMBER <br />Mobilization LS $2,000.00 1 $2,000 <br />Site clearina and preparation LS $4,000.00 1 $4,000 <br />Streambank excavation LS $1,000.00 1 $1,000 <br />Diversion Structure, concrete CUYD $250.00 35 $8,750 <br />Diversion Structure, Gates and Screens LS $500.00 2 $1,000 <br />Manhole EA $1,500.00 1 $1,500 <br />Bubble Screen, structure and overflow EA $2,000.00 1 $2,000 <br />Grit Chamber CUYD $250.00 70 $17,500 <br />Valves and pipina for arit chamber EA $500.004 $2,000 <br />Site aradina and gravel LS $2,500.00 1 $2,500 <br />15" Raw Water Pipe on site LF $16.00 150 $2,400 <br />CONTINGENCY PERCE 10 $4,465 <br /> NT <br /> DIVERSION SUBTOTAL $49,115 <br />SITE WORK - ROAD CONSTRUCTION AND <br />SITE <br />Earthwork, grading and gravel, diversion LS $7,200.001 $7,200 <br />site. <br />Road cut and excavation LF $6.25 2000 $12,500 <br />Road aravel and finish LF $9.00 3000 $27,000 <br />Fence and gate LS $7.20 100 $720 <br />CONTINGENCY PERCE 10 $4,742 <br /> NT <br /> SITE WORK SUBTOTAL $52,162 <br />PIPELINE AND APPURTENANCES <br />15" Raw Water Pipe from Diversion site to LF $16.00 3000 $48,000 <br />WTP <br />Raw water valves, 15 inch SF $1,200.00 2 $2,400 <br />Pipe drain structure and fittings LS $2,500.00 1 $2,500 <br />Flush pipe from raw water pipe to creek LF $12.00 300 $3,600 <br />CONTINGENCY PERCE 10 $5,650 <br /> NT <br /> PIPELINE SUBTOTAL $62,150 <br />BLM R.O.W. AND CORPS PERMITS LS $4,000.00 1 1$4,000 <br /> PERMIT SUBTOTAL $4,000 <br />Engineering $12,800 <br />TOTAL ESTIMATED PROJECT COST 1$180,227 <br /> <br />T bl 1 USCDWUA R W tOr <br /> <br />P . t C tE f t <br /> <br />8 <br />
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