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<br />~. <br /> <br />. <br /> <br />. <br /> <br />Attachment 8 <br /> <br />TABLE 3 <br /> <br />SUMMARY OF CONCEPTUAL GRADE COST ESTIMATE <br /> <br />ENLARGEMENT OF FISH CREEK RESERVOIR <br /> <br />ITEM <br /> <br />UNIT UNIT COST QUANTITY COST <br /> $ $ <br />LS -- I -- I $325,300 <br />LS -I $200,000 <br />CY 1.00 I 120,000 I $120,000 <br />CY 3,00 I 5,500 I $16,500 <br />CY 3.00 I 35,800 I S107,400 <br />CY 3.00 I 52,000 I S156,000 <br />CY 8.00 I 87,300 S698.400 <br />CY 20,00 I 6.000 I S120,OOO <br />CY 8.00 I 86,500 I $692,000 <br />CY 20.00 I 5,600 I S1 12.000 <br />CY 16.00 I 11,700 I S187,200 <br />CY 16,00 I 7,400 I S1 1 80400 <br />LS -- I -- ! S150,000 <br />LS -- I -- I S200,000 <br />LS S50,000 <br /> $3,253,200 <br /> sa13,300 <br /> S4,066,500 <br /> S691,305 <br /> <br />Mobilization & Demobilization <br />Diversion & Care of Stream <br />Sorrow Area Stripping and Drainage <br />Removing Existing Saddle Dam <br />Foundation Preparation - Main Dam <br />Foundation Preparation - Saddle Dam <br />,Zone 4 - Main Dam <br />Filter Drain - Main Dam <br />Zone 4 - Saddle Dam <br />Filter Drain - Saddle Dam <br />Riprap and 8edding - Main Dam <br />Riprap and 8edding - Saddle Dam <br />Outlet Works <br />Spillway <br />Instrumentation <br /> <br />SUBTOTAL CONSTRUCTION COST <br /> <br />CONTINGENCY <br /> <br />SUBTOTAL CONSTR. & CONT. <br /> <br />ENGINEERING <br /> <br /> <br />Notes: <br /> <br />Mobilization and Demobilization estimated as approximately ,1 0 % of the subtotal <br />construction cost. <br />Contingency estimated as 25 % of the subtotal construction cost. <br />Engineering cost estimated as 17 % of!he subtotal construction and <br />contingency cost. <br />See Section 6.0, Conceptual G'rade Construction Cost EstImate and <br />Schedule, lor items inciuded in Contingency and Engineering. <br />Cost estimates are in 1991 dollars <br /> <br />Project No, 22795G <br /> <br />Sheet 1 cl 1 <br />