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Page 7 of 14 <br />BULLDOZER WORK <br />Task description: Replace Topsoil on Drill Pads and Access Roads <br />Site: Deserado Exploration 2013 Permit Action: X- 2013 - 230 -04 Permit/Job #: X201323004 <br />PROJECT IDENTIFICATION <br />Task #: 004 State: Colorado <br />Date: 8/20/2013 County: Rio Blanco <br />User: JDM <br />Agency or organization name: DRMS <br />HOURLY EOL <br />Basic Machine: <br />Horsepower <br />Blade Type: <br />Attachment: <br />Shift Basis: <br />Data Source: <br />Cost Breakdown: <br />IIPMENT COST <br />Cat D8T - 8SU <br />310 <br />Semi - Universal <br />3 -shank ripper <br />1 per day <br />(CRG) <br />Abbreviation: None <br />Filename: X230 -004 <br />Total unit Cost/Hour: $204.45 <br />Total Fleet Cost/Hour: $204.45 <br />MATERIAL OUANTITIES <br />Initial Volume: 7,098 <br />Swell factor: 1.000 <br />Loose volume: 7,098 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: 50 feet <br />Unadjusted hourly production: 1,400.0 LCY/hr <br />Materials consistency description: Partly consolidated stockpile 1.1 <br />Average push gradient <br />Average site altitude: <br />Material weight <br />Weight description: <br />0% <br />5,800 feet <br />1,600 lbs/LCY <br />Ton Soil <br />CIRCES Cost Estimating Software <br />Utilization % <br />Ownership Cost/Hour: <br />$63.00 <br />NA <br />Operating Cost/Hour: <br />$104.03 <br />100 <br />Ripper op. Cost/Hour: <br />$0.00 <br />0 <br />Operator Cost/Hour: <br />$37.41 <br />NA <br />Total unit Cost/Hour: $204.45 <br />Total Fleet Cost/Hour: $204.45 <br />MATERIAL OUANTITIES <br />Initial Volume: 7,098 <br />Swell factor: 1.000 <br />Loose volume: 7,098 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: 50 feet <br />Unadjusted hourly production: 1,400.0 LCY/hr <br />Materials consistency description: Partly consolidated stockpile 1.1 <br />Average push gradient <br />Average site altitude: <br />Material weight <br />Weight description: <br />0% <br />5,800 feet <br />1,600 lbs/LCY <br />Ton Soil <br />CIRCES Cost Estimating Software <br />