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Page 1 of 2 <br />BULLDOZER WORK <br />Task description: Regrade Pond 007 <br />Site: New Elk Mine Permit Action: Permit Renewal 06 Permit/Job #: C1981012 <br />PROJECT IDENTIFICATION <br />Task #: 646 State: Colorado <br />Date: 5/12/2014 County: Las Animas <br />User: JRS <br />Agency or organization name: DRMS <br />HOURLY EQUIPMENT COST <br />Basic Machine: Cat D9T - 9SU <br />Horsepower: 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 />Abbreviation: None <br />Filename: C012 -646 <br />Total unit Cost/Hour: $262.26 <br />Total Fleet Cost/Hour: $262.26 <br />MATERIAL QUANTITIES <br />Initial Volume: 9,120 <br />Swell factor: 1.125 <br />Loose volume: 10,260 LCY <br />Source of estimated volume: Division of Reclamation, Mining & Safety <br />Source of estimated swell factor: Cat Handbook <br />HOURLY PRODUCTION <br />Average push distance: <br />Unadjusted hourly production: <br />150 feet <br />910.5 LCY /hr <br />Materials consistency description: Compacted fill or embankment 0.9 <br />Average push gradient: <br />Average site altitude: <br />Material weight: <br />Weight description <br />5% <br />7,500 feet <br />2,132 lbs/LCY <br />User Provided <br />CIRCES Cost Estimating Software <br />Utilization % <br />Ownership Cost/Hour: <br />$81.10 <br />NA <br />Operating Cost/Hour: <br />$143.16 <br />100 <br />Ripper op. Cost/Hour: <br />$0.00 <br />0 <br />Operator Cost/Hour: <br />$38.01 <br />NA <br />Total unit Cost/Hour: $262.26 <br />Total Fleet Cost/Hour: $262.26 <br />MATERIAL QUANTITIES <br />Initial Volume: 9,120 <br />Swell factor: 1.125 <br />Loose volume: 10,260 LCY <br />Source of estimated volume: Division of Reclamation, Mining & Safety <br />Source of estimated swell factor: Cat Handbook <br />HOURLY PRODUCTION <br />Average push distance: <br />Unadjusted hourly production: <br />150 feet <br />910.5 LCY /hr <br />Materials consistency description: Compacted fill or embankment 0.9 <br />Average push gradient: <br />Average site altitude: <br />Material weight: <br />Weight description <br />5% <br />7,500 feet <br />2,132 lbs/LCY <br />User Provided <br />CIRCES Cost Estimating Software <br />