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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />TABLE 7 <br />SUMMARY OF ESTIMATED PROJECT COSTS <br /> <br />ALTERNATIVE NO.2 <br /> <br /> <br />1 Mobilization <br />2 Site Access <br />3 Concrete Demolition <br />4 Sturctural Concrete <br />5 Concrete Surface Preparation <br />6 3" Dia. PVC Drains <br />7 Expandable Waterstop <br />8 PVC Waterstop <br />9 4" Diameter Drilled Anchor Holes <br />10 Furnish & Place Anchor Bar <br />11 Furnish & Place Ancor Bar Grout <br />12 3" Dia, Drilled Drain Outlets <br />13 Handrail <br />Unlisted Items (5% of Listed Items) <br />Subtotal: <br /> <br />1 LS, <br />1 LS. <br />530 c,y, <br />530 c.y. <br />10,500 sJ, <br />450 I.f. <br />425 I.f. <br />200 I.f. <br />2,300 I.f, <br />2,670 I.f. <br />165 c,f. <br />100 I.f, <br />850 I.f. <br />1 LS, <br /> <br />48,000 <br />7,000 <br />100,00 <br />430,00 <br />13.50 <br />8,00 <br />10,00 <br />5,00 <br />25,00 <br />10.00 <br />10,00 <br />40,00 <br />25,00 <br />29,900 <br /> <br />48,000 <br />7,000 <br />53,000 <br />227,900 <br />141,800 <br />3,600 <br />4,300 <br />1,000 <br />57,500 <br />26,700 <br />1,700 <br />4,000 <br />21,300 <br />29,900 <br />$627,700 <br /> <br />$627,700 <br />62,300 <br />104,000 <br /> <br />Direct Construction Subtotal (DCS) <br />Contingencies @ 10% of DCS <br />Engineering and Administration @ 15% of DCS + Contingencies <br /> <br />Total Estimated Construction Cost (January 1997 l3asis) <br /> <br />$794,000 <br />