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Page 1 of 2 <br />BULLDOZER WORK <br />Task description: Replace Topsoil from Stockpile to Dewatering Ponds Expansion <br />Site: Deserado Mine Permit Action: Permit Renewal 06 Permit/Job #: C1981018 <br />PROJECT IDENTIFICATION <br />Task #: 090 <br />Date: 7/16/2014 <br />User: JRS <br />State: Colorado <br />County: Rio Blanco <br />Agency or organization name: DRMS <br />HOURLY EOU <br />Basic Machine: <br />Horsepower: <br />Blade Type: <br />Attachment: <br />Shift Basis: <br />Data Source: <br />Cost Breakdown: <br />IPMENT COST <br />Cat D9T - 9SU <br />405 <br />Semi - Universal <br />1 -shank ripper <br />1 per day <br />(CRG) <br />Abbreviation: None <br />Filename: 090 <br />Total unit Cost/Hour: $272.98 <br />Total Fleet Cost/Hour: $272,98 <br />MATERIAL OUANTITIES <br />Initial Volume: 192 <br />Swell factor: 1.125 <br />Loose volume: 216 LCY <br />Source of estimated volume: <br />Source of estimated swell factor: <br />HOURLY PRODUCTION <br />Average push distance: <br />Unadjusted hourly production: <br />Division of Reclamation, Mining & Safety <br />Cat Handbook <br />50 feet <br />2,110.5 LCY /hr <br />Materials consistency description: Compacted fill or embankment 0.9 <br />Average push gradient: <br />Average site altitude: <br />Material weight: <br />0% <br />5,650 feet <br />2,550 Ibs/LCY <br />Weight description: Earth - Dry packed <br />CIRCES Cost Estimating Software <br />Utilization % <br />Ownership Cost/Hour: <br />$81.29 <br />NA <br />Operating Cost/Hour: <br />$143.16 <br />100 <br />Ripper op. Cost/Hour: <br />$10.52 <br />100 <br />Operator Cost/Hour: <br />$38.01 <br />NA <br />Total unit Cost/Hour: $272.98 <br />Total Fleet Cost/Hour: $272,98 <br />MATERIAL OUANTITIES <br />Initial Volume: 192 <br />Swell factor: 1.125 <br />Loose volume: 216 LCY <br />Source of estimated volume: <br />Source of estimated swell factor: <br />HOURLY PRODUCTION <br />Average push distance: <br />Unadjusted hourly production: <br />Division of Reclamation, Mining & Safety <br />Cat Handbook <br />50 feet <br />2,110.5 LCY /hr <br />Materials consistency description: Compacted fill or embankment 0.9 <br />Average push gradient: <br />Average site altitude: <br />Material weight: <br />0% <br />5,650 feet <br />2,550 Ibs/LCY <br />Weight description: Earth - Dry packed <br />CIRCES Cost Estimating Software <br />