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Page 18 of 361 <br />BULLDOZER WORK <br />Task description: Regrade and Rip East Mine Area PM Bay, Laydown Area <br />Site: Foidel Creek Mine Permit Action: RN6 Permit/Job #: C1982056 <br />PROJECT IDENTIFICATION <br />Task #: 007 State <br />Date: 1/8/2013 County <br />User: JDM <br />Colorado <br />Routt <br />Agency or organization name: DRMS <br />HOURLY EQUIPMENT COST <br />Basic Machine: Cat D 10 - 10SU <br />Horsepower: 574 <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 />Abbreviation: None <br />Filename: C056 -007 <br />Total unit Cost/Hour: $341.51 <br />Total Fleet Cost/Hour: $341.51 <br />MATERIAL OUANTITIES <br />Initial Volume: 13,810 <br />Swell factor: 1.125 <br />Loose volume: 15,536 LCY <br />Source of estimated volume: <br />Source of estimated swell factor <br />HOURLY PRODUCTION <br />Division of Reclamation, Mining & Safety <br />Cat Handbook <br />Average push distance: 200 feet <br />Unadjusted hourly production: 946.0 LCY/hr <br />Materials consistency description: Compacted fill or embankment 0.9 <br />Average push gradient: 0% <br />Average site altitude: 7,000 feet <br />Material weight: 2,550 lbs/LCY <br />Weight description: Earth - <br />CIRCES Cost Estimating Software <br />Utilization % <br />Ownership Cost/Hour: <br />$110.73 <br />NA <br />Operating Cost/Hour: <br />$183.36 <br />100 <br />Ripper op. Cost/Hour: <br />$10.01 <br />100 <br />Operator Cost/Hour: <br />$37.41 <br />NA <br />Total unit Cost/Hour: $341.51 <br />Total Fleet Cost/Hour: $341.51 <br />MATERIAL OUANTITIES <br />Initial Volume: 13,810 <br />Swell factor: 1.125 <br />Loose volume: 15,536 LCY <br />Source of estimated volume: <br />Source of estimated swell factor <br />HOURLY PRODUCTION <br />Division of Reclamation, Mining & Safety <br />Cat Handbook <br />Average push distance: 200 feet <br />Unadjusted hourly production: 946.0 LCY/hr <br />Materials consistency description: Compacted fill or embankment 0.9 <br />Average push gradient: 0% <br />Average site altitude: 7,000 feet <br />Material weight: 2,550 lbs/LCY <br />Weight description: Earth - <br />CIRCES Cost Estimating Software <br />