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BULLDOZER WORK <br />Task description: Recontour Main Haul Road Surfaces <br />Site: McClane Canyon Mine Permit Action: RN8 <br />PROJECT IDENTIFICATION <br />Task #: 012 <br />Date: 9/5/2018 <br />User: TNL <br />State: Colorado <br />County: Garfield <br />Agency or organization name: DRMS <br />HOURLY EOUIPMENT COST <br />Basic Machine: <br />Cat D9T - 9SU <br />Horsepower: <br />405 <br />Blade Type: <br />Semi -Universa] <br />Attachment: <br />3 -shank ripper <br />Shift Basis: <br />1 per day <br />Data Source: <br />(CRG) <br />Cost Breakdown: <br />Permit/Job#: C1980004 <br />Abbreviation: None <br />Filename: 012 <br />MATERIAL QUANTITIES <br />Initial Volume: 9,577 <br />Swell factor: 1.165 <br />Loose volume: 11,157 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: 100 feet <br />Unadjusted hourly production: 1,243.2 LCY/hr <br />Materials consistency description: <br />fill or embankment 0.9 <br />Average push gradient: 10% <br />Average site altitude: 5,600 feet <br />Material weight: 2,900 lbs/LCY <br />Weight description: Decomposed rock - 50% Rock, 50% Earth <br />Job Condition Correction Factor Source <br />Operator Skill: 0.750 (AVG.) <br />Material consistency: 0.900 (CAT HB)) <br />xlvi <br />Utilization % <br />Ownership Cost/Hour: <br />$110.70 <br />NA <br />Operating Cost/Hour: <br />$95.46 <br />100 <br />Ripper own. Cost/Hour: <br />$12.36 <br />NA <br />Ripper op. Cost/Hour: <br />$0.00 <br />0 <br />Operator Cost/flour: <br />$41.52 <br />NA <br />Total unit Cost/Hour: $260.05 <br />Total Fleet Cost/Hour: $260.05 <br />MATERIAL QUANTITIES <br />Initial Volume: 9,577 <br />Swell factor: 1.165 <br />Loose volume: 11,157 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: 100 feet <br />Unadjusted hourly production: 1,243.2 LCY/hr <br />Materials consistency description: <br />fill or embankment 0.9 <br />Average push gradient: 10% <br />Average site altitude: 5,600 feet <br />Material weight: 2,900 lbs/LCY <br />Weight description: Decomposed rock - 50% Rock, 50% Earth <br />Job Condition Correction Factor Source <br />Operator Skill: 0.750 (AVG.) <br />Material consistency: 0.900 (CAT HB)) <br />xlvi <br />