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BULLDOZER WORK <br />Task description: Regrade Rail Loop Pond <br />Site: Hayden Gulch Loadout <br />PROJECT IDENTIFICATION <br />Task #: 019 <br />Date: 1/10/2013 <br />User. JLE <br />Permit Action: RN4 <br />State: Colorado <br />County. Routt <br />Agency or organization name: <br />HOURLY EQUIPMENT COST <br />Basic Machine: <br />Horsepower. <br />Blade Type: <br />Attachment: <br />Shift Basis: <br />Data Source: <br />Cost Breakdown: <br />Cat D10T - 10SU <br />574 <br />Semi - Universal <br />3 -shank ripper <br />1 per day <br />(CRG) <br />DRMS <br />Page I of 2 <br />Permit/Job #: C1992081 <br />Abbreviation: None <br />Filename: C081 -019 <br />Total unit Cost/Hour $331.50 <br />Total Fleet Cost/Hour. $33150 <br />MATERIAL QUANTITIES <br />Initial Volume: 3,000 <br />Swell factor. 1.125 <br />Loose volume: 3,375 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: 150 feet <br />Unadjusted hourly production: 1,243.2 LCY/hr <br />Materials consistency description: Compacted fill or embankment 0.9 <br />Average push gradient: -10% <br />Average site altitude: 6.400 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 />$110.73 <br />NA <br />Operating Cost/Hour. <br />$183.36 <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 $331.50 <br />Total Fleet Cost/Hour. $33150 <br />MATERIAL QUANTITIES <br />Initial Volume: 3,000 <br />Swell factor. 1.125 <br />Loose volume: 3,375 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: 150 feet <br />Unadjusted hourly production: 1,243.2 LCY/hr <br />Materials consistency description: Compacted fill or embankment 0.9 <br />Average push gradient: -10% <br />Average site altitude: 6.400 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 />CIRCES Cost Estimating Sof vain <br />