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APPENDIX 2.05.4-6 (Continued) <br />~J <br />A. Geotechnical E 50,000.00 <br />B. Haul Road Reconstruction <br />1. Earthwork - Assume 40' wide ave. 14,700' long <br />Regrade road using Cat D-9H <br />average push 75'; area 420 sq.ft. <br />a. Equipment - Cat D-9H <br />b. Production - 2,200 LCY/hr(3) <br />c. Time - 6,174,000 LCY/2,200 LCY/hr = 2,806 hr. <br />d. Cost - E247.14 x 2,806 hr. = 5693,474.80 <br />2. Hydroseeding - Assume 14,700' x 80' wide = 27 ac. <br />Cost - E1,742.40/ac.(4) x 27 ac.= 47,034.00 <br />Total Haul Road Reconstruction E740,508.80 <br />C. Facilities Removal <br />Estimate 220 hr. to remove; structural demolition crew and <br />truck - F.E. Loader <br />Cost - E257.32/hr.(4). 257.32 x 220 hr. = S 56,610.00 <br />D. Area North of Yampa - Assume 26,000 BCY to be moved <br />i. Removal of Coal Contaminants <br />a. Equipment - 1.14 50 T haul truck, 7 yd. F.E. Loader <br />b. Production - 135 BCY/hr. <br />c. Time - 26,000 8CY/135 BCY/h r. = 193 hr. <br />d. Cost -Truck E135.32/hr. x 193 hr. = E 26,061.00 <br />Loader E120.95/hr. x 193 hr. = 23,343.00 <br />Total b 49,404.00 <br />2. Removal of Gravel - Assume 2,856 BCY gravel <br />a. Equipment.- 50 T truck, 7 yd. loader <br />b. Production - 130 BCY/h r. <br />c. Time - 2,856 BCY/130 BCY/hr. = 22 hr. <br />d. Cost - Truck and loader E256.27 x 22 hr. S 5,638.00 <br />r~ <br />L <br />- 365 - (Rev. 5/86) <br />