Laserfiche WebLink
BULLDOZER WORK <br />Task description: Regrade Drill Pads CCU087 and Septic Drainfield <br />Site: Peabody Sage Creek Mine Permit Action: 2013 Midterm Review Permit/Job#: C2009087 <br />PROJECT IDENTIFICATION <br />Task #: 013 <br />Date: 2/4/2013 <br />User: JDM <br />State: Colorado <br />Counts: Routt <br />Agency or organization name <br />DRMS <br />HOURLY EQUIPMENT COST <br />Basic Machine: <br />Cat D8T - 8SU <br />Horsepower: <br />310 <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: C087 -013 <br />Total unit Cost/Hour: <br />Total Fleet Cost/Hour: <br />$210.98 <br />$210.98 <br />MATERIAL QUANTITIES <br />Initial Volume: 847 <br />Swell factor: 1.250 <br />Loose volume: 1,059 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: 50 feet <br />Unadjusted hourly production: 1.400.0 LCY /hr <br />Materials consistency description: Compacted fill or embankment 0.9 <br />Average push gradient: 0% <br />Average site altitude: 6.800 feet <br />Material weight: 2.650 lbs/LCY <br />Weight description: Decomposed rock - 25% Rock. 75% Earth <br />Job Condition Correction Factor <br />Source <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 />$6.53 <br />100 <br />Operator Cost/Hour: <br />$37.41 <br />NA <br />Total unit Cost/Hour: <br />Total Fleet Cost/Hour: <br />$210.98 <br />$210.98 <br />MATERIAL QUANTITIES <br />Initial Volume: 847 <br />Swell factor: 1.250 <br />Loose volume: 1,059 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: 50 feet <br />Unadjusted hourly production: 1.400.0 LCY /hr <br />Materials consistency description: Compacted fill or embankment 0.9 <br />Average push gradient: 0% <br />Average site altitude: 6.800 feet <br />Material weight: 2.650 lbs/LCY <br />Weight description: Decomposed rock - 25% Rock. 75% 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 />