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Cost Summary Worksheet Cont'd Task # 000 Page 5 of 8 <br />Task description: Soil <br />Site: Foidel Creek Mine <br />BULLDOZER WORK <br />nent on riser area <br />Permit Action: MR288 <br />PROJECT IDENTIFICATION <br />Task #: 004 State: Colorado <br />Date: 7/23/2015 County: Routt <br />User: JLE <br />Agency or organization name: DRMS <br />HOURLY EQUIPMENT COST <br />Basic Machine: <br />Cat D4K XL - 4P <br />Horsepower: <br />84 <br />Blade Type: <br />Power Angle Tilt <br />Attachment: <br />3 -shank ripper <br />Shift Basis: <br />1 per day <br />Data Source: <br />(CRG) <br />Cost Breakdown: <br />NA <br />Permit/Job#: C1982056 <br />Abbreviation: None <br />Filename: C056-004 <br />Total unit Cost/Hour: 0 <br />Total Fleet Cost/Hour: $83.17 <br />MATERIAL OUANTITIES <br />Initial Volume: 806 <br />Swell factor: 1.000 <br />Loose volume: 806 LCY <br />Source of estimated volume <br />Source of estimated swell <br />factor: <br />HOURLY PRODUCTION <br />Division of Reclamation, Mining & Safety <br />Cat Handbook <br />Average push distance: 50 feet <br />Unadjusted hourly 300.0 LCY/hr <br />production: <br />Materials consistency description: Consolidated stockpile 1.0 <br />Average push gradient: 0% <br />Average site altitude: 6,750 feet <br />Material weight: 1,600 lbs/LCY <br />Weight description: Top Soil <br />Job Condition Correction Factor Source <br />Operator Skill: 0.750 (AVG.) <br />Material consistency: 1.000 (CAT HB) <br />CIRCES Cost Estimating Software <br />Utilization % <br />Ownership Cost/Hour: <br />$13.35 <br />NA <br />Operating Cost/Hour: <br />$31.81 <br />100 <br />Ripper op. Cost/flour: <br />$0.00 <br />25 <br />Operator Cost/Hour: <br />$38.01 <br />NA <br />Total unit Cost/Hour: 0 <br />Total Fleet Cost/Hour: $83.17 <br />MATERIAL OUANTITIES <br />Initial Volume: 806 <br />Swell factor: 1.000 <br />Loose volume: 806 LCY <br />Source of estimated volume <br />Source of estimated swell <br />factor: <br />HOURLY PRODUCTION <br />Division of Reclamation, Mining & Safety <br />Cat Handbook <br />Average push distance: 50 feet <br />Unadjusted hourly 300.0 LCY/hr <br />production: <br />Materials consistency description: Consolidated stockpile 1.0 <br />Average push gradient: 0% <br />Average site altitude: 6,750 feet <br />Material weight: 1,600 lbs/LCY <br />Weight description: Top Soil <br />Job Condition Correction Factor Source <br />Operator Skill: 0.750 (AVG.) <br />Material consistency: 1.000 (CAT HB) <br />CIRCES Cost Estimating Software <br />