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<br />I I <br />I <br /> <br />The principal unit prices used in preparing the preliminary cost estimates <br />are as follows: <br /> <br />Direct construction costs developed from work quantities and estimated <br /> <br /> <br />unit prices were increased by a contingency allowance of 20 percent to <br /> <br /> <br />cover uncertainties. Construction costs were then increased by 15 percent <br /> <br /> <br />to cover estimated administrative and engineering costs. Right-of-way <br /> <br /> <br />costs were estimated, depending on the individual circumstances for each <br /> <br /> <br />improvement, and were added to arrive at total estimated project cost for <br /> <br /> <br />each of the proposed improvements. <br /> <br />It should be emphasized that the channelization and conduit costs are pre- <br /> <br /> <br />dicated on the reduction of the flood flows by the six detention dams. If <br /> <br /> <br />the dams are not constructed, the costs given for channelization and conduits <br /> <br /> <br />are no longer valid, but would need to be increased to furnish protection <br /> <br /> <br />of the lOa-year flood. Conversely, without the dams, the construction repre- <br /> <br /> <br />sented by these costs would give less than lOO-year flood frequency protection. <br /> <br /> <br />The detention dams are justified because their cost is less than the cost <br /> <br />I <br /> <br />Item <br /> <br />I <br /> <br />Earthwork <br /> <br />I <br /> <br />Dam embankment <br />Dam structural excavation <br />Channel shaping for grass- <br />lined sections <br />Channel structural excavation <br />Concrete-lined channel fine <br />grading <br />Compacted structural backfill <br /> <br />I <br /> <br />I <br /> <br />Riprap <br /> <br />Dams <br />Channels <br /> <br />I <br /> <br />I <br /> <br />Other <br /> <br />I <br /> <br />Reinforced concrete <br />Bridges <br />CuI verts <br />Underfrains <br />Seeding and mulching <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Unit <br /> <br />Unit Price - Dollars <br /> <br />cu yd 1.50 <br />cu yd 1.00 <br />cu yd 3.00 <br />cu yd 6.00 <br />sq yd 0.45 <br />cu yd 2.50 <br /> <br />cu yd <br />cu yd <br /> <br />12.00 <br />25.00 <br /> <br />cu yd <br />horiz. sq ft <br />horiz. sq ft <br />Un ft <br />sq yd <br /> <br />l20.00 <br />30.00 <br />25.00 <br />5.00 <br />0.60 <br /> <br />-65- <br />