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TABLE 8 <br />FORWARD LANDFILL <br />• CLOSURE COST ESTIMATE <br />SUMMARY <br />Item <br />Description <br />Estimated Unit <br />Total <br />No! <br />Quantity Price$) <br />10 <br />JENGINEERING DESIGN 4 <br />1 LS $965,560 <br />$965,560 <br />Subtotal <br />$9651560 <br />11 <br />1CONSTRUCTION MANAGEMENT 1 LS $781,200 <br />$781,200 <br />Subtotal <br />$781,200 <br />12 <br />FINAL CLOSURE AND POST -CLOSURE MAINTENANCE PLAN fg!CMP PREPARATION <br />Report Preparation - LS 1 $45,000 1 <br />$45,000 <br />Subtotal <br />$45 jA <br />Total Construction Cost <br />$20,276,768 <br />Contingenq '21r/6 <br />`$4;055;354'° <br />FCPCMP Preparation <br />$45,000 <br />..TbW-Closure Cost <br />,$24,377,.12.1 <br />Assumptions: <br />(1) Cover costs assume at least one foot of foundation material in place on the deck and slopes at closure. <br />(2) Assumes 10 percent of VFPE area (10 -foot on -center spacing). <br />(3) System to be in place prior to closure construction. <br />(4) Cost is approximately five percent of total construction cost <br />Forward Landfill PCPCMP <br />L:\Allied\2000.193\Reports\FinaIPCPCMP:cpcostest.:8/22/01 Page 2 of 2 BRYAN A. STIRRAT s ASSOUtATEE <br />