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Task description: TR69 <br />Site: Roadside Portals <br />PROJECT IDENTIFICATION <br />COMPACTION WORK <br />cting fill in excavated hole <br />Permit Action: MT8 <br />Task #: 213 State: Colorado <br />Date: 7/8/2020 County: Mesa <br />User: CCW <br />Agency or organization name: DRMS <br />Permit/Job#: C1981041 <br />Abbreviation: None <br />Filename: C041-213 <br />HOURLY EQUIPMENT COST <br />Basic Machine: CAT 825H Horsepower: 354 <br />Compactor Type: Soil - tamping foot Shift Basis: 1 per day <br />Data Source: (CRG) <br />Cost Breakdown: <br />MATERIAL OUANTITIES <br />Loose volume: 1,100 LCY <br />Compacted volume: 963 CCY <br />Source of estimated volume: TR69 SCC estimate <br />Source of estimated shrinkage factor: Cat Handbook <br />HOURLY PRODUCTION <br />Compacted width per pass (W): <br />Average Compactor Speed (S): <br />Compacted thickness of each lift (L): <br />Conversion Constant (C): <br />Required number of machine passes (P): <br />Unadjusted Hourly Unit Production: <br />Job Condition Correction Factors <br />Shrinkage factor: 0.875 <br />Unadjusted hourly production = (W x S x L x C) / P <br />7.34 <br />feet <br />Utilization % <br />Ownership Cost/Hour: <br />$135.67 <br />NA <br />Operating Cost/Hour: <br />$97.93 <br />100 <br />Operator Cost/Hour: <br />$31.50 <br />NA <br />Total Unit Cost/Hour: <br />$265.10 <br />Total Fleet Cost/Hour: <br />$265.10 <br />MATERIAL OUANTITIES <br />Loose volume: 1,100 LCY <br />Compacted volume: 963 CCY <br />Source of estimated volume: TR69 SCC estimate <br />Source of estimated shrinkage factor: Cat Handbook <br />HOURLY PRODUCTION <br />Compacted width per pass (W): <br />Average Compactor Speed (S): <br />Compacted thickness of each lift (L): <br />Conversion Constant (C): <br />Required number of machine passes (P): <br />Unadjusted Hourly Unit Production: <br />Job Condition Correction Factors <br />Shrinkage factor: 0.875 <br />Unadjusted hourly production = (W x S x L x C) / P <br />7.34 <br />feet <br />1.00 <br />mph <br />3.00 <br />inches <br />16.3 <br />(5,280ft./12in./27cu.ft.) <br />2 <br />passes <br />179.46 <br />CCY/hour <br />Site Altitude: <br />5.100 feet <br />Source <br />Altitude Adj: 1.00 (CAT HB) <br />Job Efficiency: 0.83 (1 shift/day) <br />Net Correction: 0.8300 multiplier <br />Adjusted Hourly Unit Production: <br />Adjusted Hourly Fleet Production: <br />JOB TIME AND COST <br />Fleet size: 1 <br />Compactor(s) <br />Unit cost: $1.780 per CCY <br />148.95 <br />148.95 <br />CCY/Hour <br />CCY/Hour <br />Total job time: 6.46 Hours <br />Total job cost: $1,713 <br />CIRCES Cost Estimating Software <br />