Laserfiche WebLink
<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 6 <br />SUMMARY OF ESTIMATED PROJECT COSTS <br /> <br />ALTERNATIVE NO.1 <br /> <br /> <br />1 Mobilizatioin <br />2 Site Access <br />3 Concrete Demolition <br />4 Mass Concrete <br />5 Concrete Surface Preparation <br />6 3" Dia, PVC Drains <br />7 Expandable Waterstop <br />8 PVC Waterstop <br />9 Handrail <br />Unlisted Items (5% of Listed Items) <br />Subtotal: <br /> <br />1 LS, <br />1 LS, <br />1,610 c.y. <br />1,520 c,y, <br />4,700 s.f, <br />635 I.f. <br />425 I.f, <br />250 I.f. <br />850 1.1. <br />1 LS, <br /> <br />46,700 <br />7,000 <br />50,00 <br />220,00 <br />13,50 <br />9,00 <br />10,00 <br />5,00 <br />25,00 <br />28,200 <br /> <br />46,700 <br />7,000 <br />80,500 <br />334,400 <br />63,500 <br />5,700 <br />4,300 <br />1,300 <br />21,300 <br />28,200 <br />$592,900 <br /> <br />Direct Construction Subtotal (DeS) <br />Contingencies @ 10% of DCS <br />Engineering and Administration @ 15% of OCS + Contingencies <br /> <br />$592,900 <br />59,100 <br />98,000 <br /> <br />Total Estimated Construction Cost (January 1997 aasis) <br /> <br />$750,000 <br />