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<br />Unit cost schedules were obtained from the U.8, Army Corps <br />of Engineers which reflect federal wage rates and construction <br />costs (Davis-Bacon Provision), This procedure is consistent with <br />a reconnaissance level analyses. <br /> <br />." <br /> <br />Table 2 <br />South Platte River at Crook <br />Summary of Unit Construction costs <br /> <br /> Item units Unit Costs <br />Levee Excavation C.Y. $2.00 <br />Levee Embankment C.Y. 5.00 <br />Rip rap (stone) C.Y. 40.00 <br />Seeding Acre 3000.00 <br />Sandbar Excavation C.Y. 3.00 <br />Fencing L.F. 2,00 <br />Construction Contingencies Percent 25% <br />Engineering and <br />Administration fee Percent 15% <br /> <br />~ <br /> <br />Right-of-way costs were not considered to be a factor in the <br />cost estimates, Town and county officials will attempt to <br />acquire construction, access and use easements from property <br />owners along the levee and dike (jetty) alignments in exchange <br />for the direct benefits which they will receive from the <br />construction of the flood control project. <br /> <br />Project costs were developed for the study reach. <br />of costs is given in Table 3. Certain project details <br />preliminary designs are shown on Plates 3, 4 and 5. <br /> <br />Table 3 <br />, PROJECT COST ESTIMATES <br />Deflector Dikes (Jetties) <br /> <br /> Item Length Quantity <br />Overflow Section-J et ty No.1 300 ft. 1600 C.Y. <br />Rip rap-Jetty No.1 250 ft. 340 C.Y. <br />Overflow Section-Jetty No.2 525 ft. 2790 C.Y. <br />Rip rap-Jetty No.2 500 ft. 665 C.Y. <br />Overflow Section-Jetty No.3 200 ft. 1060 C.Y. <br />Rip rap-Jetty No.3 350 ft. 470 C.Y. <br />Southside Dike <br /> sub-total <br /> <br />-10- <br /> <br />A summary <br />and <br /> <br />unit <br />Price <br /> <br />Cost <br /> <br />$40jC.Y. <br />40jC.Y. <br />40jC.Y. <br />40jC.Y. <br />40jC.Y. <br />40jC,Y. <br /> <br />$64,000 <br />13,600 <br />111,600 <br />26,600 <br />42,400 <br />18,800 <br />N.A. <br />$277 ,000 <br />