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BULLDOZER WORK <br />Task description: Regrade Coal Stockpile Area <br />Site: Colowvo Coal Mine Permit Action: Permit Renewal 06 Permit /Job #: C1981019 <br />PROJECT IDENTIFICATION <br />Task #: 015 State <br />Date: 3/18/2013 County <br />User: JRS <br />Colorado <br />Moffat <br />Agency or organization name: DRMS <br />HOURLY EQt <br />Basic Machine: <br />Horsepower: <br />Blade Type: <br />Attachment: <br />Shift Basis: <br />Data Source: <br />Cost Breakdown: <br />APMENT COST <br />Cat D1 1R - 11U <br />850 <br />Universal <br />1 -shank ripper <br />1 per day <br />(CRG) <br />Abbreviation: None <br />Filename: C019 -015 <br />Total unit Cost/Hour: $461.35 <br />Total Fleet Cost/Hour: $1,845.40 <br />MATERIAL QUANTITIES <br />Initial Volume: 79,687 <br />Swell factor: 1.000 <br />Loose volume: 79,687 LCY <br />Source of estimated volume: Division of Reclamation, Mining & Safety <br />Source of estimated swell Cat Handbook <br />factor: <br />HOURLY PRODUCTION <br />Average push distance: 150 feet <br />Unadjusted hourly 2,036.8 LCY/hr <br />production: <br />Materials consistency description: Compacted fill or embankment 0.9 <br />Average push gradient: 0% <br />Average site altitude: 7,600 feet <br />Material weight: 2,572 lbs/LCY <br />Weight description: User Provided <br />CIRCES Cost Estimating Software <br />Utilization % <br />Ownership Cost/Hour: <br />$143.02 <br />NA <br />Operating Cost/Hour: <br />$280.92 <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: $461.35 <br />Total Fleet Cost/Hour: $1,845.40 <br />MATERIAL QUANTITIES <br />Initial Volume: 79,687 <br />Swell factor: 1.000 <br />Loose volume: 79,687 LCY <br />Source of estimated volume: Division of Reclamation, Mining & Safety <br />Source of estimated swell Cat Handbook <br />factor: <br />HOURLY PRODUCTION <br />Average push distance: 150 feet <br />Unadjusted hourly 2,036.8 LCY/hr <br />production: <br />Materials consistency description: Compacted fill or embankment 0.9 <br />Average push gradient: 0% <br />Average site altitude: 7,600 feet <br />Material weight: 2,572 lbs/LCY <br />Weight description: User Provided <br />CIRCES Cost Estimating Software <br />