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<br />29 <br /> <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 />1- General Excavating $ 4.50 per cubic yard <br />2. Compaction 4.50 per cubic yard <br />3. Import fill/No transportation .50 per cubic yard <br /> Transportation $30 per hour <br />4. Concrete lining 30.00 per L. F. <br />5. Grading and shaping 4.50 per cubic yard <br />6. Imported bedding materials .75 per cubic yard <br /> No transportation <br /> Transportation $30 per hour <br /> <br />We estimate the cost for the concrete lining of the ditch, excluding turnouts <br />and check structures to be: <br /> <br />1. Construct the new trench for the ditch and fill in existing ditch <br />with these materials <br />Area = 16.5 ft2 <br />Length = 58,000 ft. <br />Volume = 35,500 cu. yds. <br />Cost = 35,500 cu. yds. x 4.50 c~. yd. = $159,720 <br />2. Fill in remainder of ditch with i~ported material <br />Volume = 35,000 cu. yds. approximately <br />Estimated Cost = $5.00 per cu. yd.! x 35,000 cu. yds. = $175,000 <br />3. Compact fill is existing ditch <br />Volume = 70,000 cu. yds. <br />Cost = 4.50 x 70,000 cu. yds. =$315,000 <br />4. Precompact new ditch trench as necessary <br />Volume = 7,000 cu. yds. <br />Cost = 4.50 per cu. yd. x 7,000 cu. yds. = $31,500 <br />5. Construct ditch lining <br />Length = 58,000 <br />Cost = 58,000 x $30 per L.F. = $1,740,000 <br /> <br />For the check structures we have used the figures the Soil Conservation Service <br />used in their preliminary engineering report. <br />