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<br />ExN~.6,--r 19 <br />ScHEDu~e MR-36 <br />Exploration Bond Summnrv <br />The following cost estimates are based on similar contract work <br />conducted within the Raton Basin during prior exploration programs. <br />1. Reqrade Drill Pads: <br />Total pad disturbance for 3 sites is 9,800 ft2 / S~~XS 7 J <br />Reqrade using small dozer - ;60/hr. -.~ <br />Estimated time is 1 hour per 1000 ft.2 <br />9.8 Hrs. @ ;60/hr ....................................; 588 <br />2. Reseed Drill Pads and New Roads <br />a. Drill Sites............ 0.24 Acres <br />b. New roads ............. 0.85 Acres <br />Total 1.09 <br />6.66 Acres x ;250/Acre ..............................; 1,665 <br />3. Reqrade Roads <br /> <br />a. New roads .. ............3,100 ft. <br />b. Existing roads........ .5,200 ft. <br />Total 8,300 ft. <br />8,300 ft. x 1 hr/500 ft. x ;60/hr ....................; <br />4. Backfill Mud Pits: Size = 10' x B' x 6' <br />One pit per site......... 3 <br />Contingency pits......... 1 <br />4 pits x 2.5 hrs./pit x ;60/hr ......................; <br />5. Sealing Wet Holes with Drilling Fluids (>200 ft. deep) <br />Assume worst case bottom to top <br />Total footage: 1,150 ft. from Tables 2 and 4-2 <br />Hole Diameter: 6 inches <br />Number of holes: 2 <br />a. Cement grout: (Estimated footage) <br />500 ft. in holes over 700' deep <br />200 ft. in holes less than 700' deep <br />1,150 ft, x ;1.05/ft ..................;5,250 <br />996 <br />600 <br />b. Drill rig, water truck, and labor <br />10 hours x ;125/hr ...............;1,250 <br />