Laserfiche WebLink
<br />I <br />I <br /> <br />TABLE IJ.3 (cont.) <br /> <br />I <br /> <br />I <br /> <br />Basin 9 Clear and Grub <br />Excavation <br />Embankment Fill <br />Bedding Material for Riprap <br />Riprap <br />24-in CMP <br />Revegetation <br /> <br /> Unit Total <br />Quantity Unit Cost Item Cost <br />0.5 AC $750 $375 <br />1,570 CY $3.75 $5,888 <br />910 CY $3.75 $3,413 <br />72 CY $35 $2,520 <br />162 CY $35 $5,670 <br />60 LF $26.50 $1,590 <br />0.8 AC $2,300 $1,840 <br /> Total Cost = $21,295 <br /> Mobilization Cost = $5,000 <br />Total Construction Cost (6 Basins) = $176,073 <br /> 25 % Contineencv = $44.018 <br />Construction Subtotal = $220,091 <br />20% Engineering and Administration = $44,018 <br />Land Acquisition Costs = $54.810 <br />Total Cost (6 Basins) = $319,000 <br /> <br />Basin No. Item <br /> <br />I <br />I <br />,I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Notes: <br />1. It has been assumed that excess excavated material will be disposed of by filling in depressions adjacent to work areas. <br />This will be done so as not to impact existing drainage patterns <br />2. Total Cost (6 Basins) has been rounded to nearest $1.000. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />1 <br /> <br />I <br /> <br />1 <br /> <br />I <br /> <br />1 <br /> <br />CostEst <br />1121198 <br />