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1993 DRY CREEK PROJECT <br />BOND CALCULATIONS <br />'~ Exhibit E <br />I. Data <br />1. Seismic - 116 holes; 1 inch diameter, 5 feet deep <br />2. Drilling - 3 holes; 5-1/8 inch diameter, 1450 feet total (1 bore hole, 2 monitor <br />wells) <br />3 drill pads 50' x 50' _ .17 acres <br />3 mud pits 10' x 10' <br /> II. Estimated Costs <br /> 1. Seismic - Direct Costs (bac kfilling holes with cuttings) <br /> A- Labor E25.00/hour <br /> B. 20 holes per hour <br /> C. 5.8 hours x 525.00 = E145.00 <br /> 2. Nobilixation/Demobilization <br /> A <br />2 hours x 525 <br />00 = E 50 <br />00 <br /> . <br />. <br />. <br /> 3. Seismic - Indirect Costs <br /> A. Contractors overhead and profit (13X) S 25.00 <br /> B. Contract administration (4.25X) E 10.00 <br /> Total Seismic: E230.00 <br /> 4. Drilling - Direct Costs <br /> A. Regrading drill pads = S 300.00 <br /> B. Topsoil distribution = 75.00 <br /> C. Sealing and plugging = 3655.00 <br /> D. Revegetation = 75.00 <br /> E. Nobi lization/Demobilization = 2000.OD <br /> 5. Drilling - Indirect Costs <br /> A. Contractors overhead and profit (13X) S 795.00 <br /> B. Contract administration (4.25X) E 295.00 <br /> Total Drilling E7, 195.00 <br /> b. Total Dry Creek Project = 57,425.00 <br /> <br />