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Page 1 of 2 0 ' <br />BULLDOZER WORK <br />Task description: Regrade road approved in TR -126 <br />Site: West Elk Mine Permit Action: TR -126 Permit/Job #: C1980007 <br />PROJECT IDENTIFICATION <br />Task #: 26B State: <br />Date: 8/5/2011 County: <br />User: TAK <br />Colorado <br />Gunnison <br />Abbreviation: None <br />Filename: C007 -26b <br />Agency or organization name: Division of Reclamation, Mining and Safety <br />HOURLY EQUIPMENT COST <br />Basic Machine: <br />Cat D9R - 9SU (2005) <br />Horsepower: <br />405 <br />Blade Type: <br />Semi - Universal <br />Attachment: <br />3 -shank ripper <br />Shift Basis: <br />1 per day <br />Data Source: <br />(CRG) <br />Cost Breakdown: <br />Total unit Cost/Hour: $213.59 <br />Total Fleet Cost/Hour: $854.35 <br />MATERIAL QUANTITIES <br />Initial Volume: 1,936 <br />Swell factor: 1.330 <br />Loose volume: 2,575 LCY <br />Source of estimated volume: 0.3 acre x 4 ft deep <br />Source of estimated swell factor: Cat Handbook <br />HOURLY PRODUCTION <br />Average push distance: <br />Unadjusted hourly production: <br />100 feet <br />1.243.2 LCY /hr <br />Materials consistency description: Compacted fill or embankment 0.9 <br />Average push gradient: 5% <br />Average site altitude: 7,700 feet <br />Material weight: 2,9001bs /LCY <br />Weight description: Decomposed rock - 50% Rock, 50% Earth <br />Job Condition Correction Factor <br />Source <br />Utilization % <br />Ownership Cost/Hour: <br />$57.16 <br />NA <br />Operating Cost/Hour: <br />$110.89 <br />100 <br />Ripper op. Cost/Hour: <br />$7.05 <br />100 <br />Operator Cost/Hour: <br />$38.49 <br />NA <br />Total unit Cost/Hour: $213.59 <br />Total Fleet Cost/Hour: $854.35 <br />MATERIAL QUANTITIES <br />Initial Volume: 1,936 <br />Swell factor: 1.330 <br />Loose volume: 2,575 LCY <br />Source of estimated volume: 0.3 acre x 4 ft deep <br />Source of estimated swell factor: Cat Handbook <br />HOURLY PRODUCTION <br />Average push distance: <br />Unadjusted hourly production: <br />100 feet <br />1.243.2 LCY /hr <br />Materials consistency description: Compacted fill or embankment 0.9 <br />Average push gradient: 5% <br />Average site altitude: 7,700 feet <br />Material weight: 2,9001bs /LCY <br />Weight description: Decomposed rock - 50% Rock, 50% Earth <br />Job Condition Correction Factor <br />Source <br />Operator Skill: 0.750 <br />(AVG.) <br />Material consistency: 0.900 <br />(CAT HB)) <br />Dozing method: 1.000 <br />(GEN.) <br />CIRCES Cost Estimating Software <br />