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Agency or organization name :Colorado Division Of Reclamation, Mining, And Safety <br />Permit or other job action :Bond Calculation Relatedto Inspection <br />Task description : Spread Topsoil on slopes and floor <br />HOURLY EQUIPMENT COST <br />Basic machine : Cat D8R Series lI - 8SU (200; Horsepower : 310 <br />Blade type :Semi-Universal <br />Attachment no. 1 :BOPS Cab Shift basis : 1 per day <br />Attachment no. 2:3-shank ripper <br /> Data source : (CRG) <br /> Utilization % <br />Cost Breakdown : Ownership cost/hour : $88.24 NA <br />Operating cost/hour : $73.75 100 <br />Ripper op. cost/hour : $0.00 0 <br />Operator cost/hour : $32.78 NA <br />Total unit cost/hour : $164.77 Total fleet cost/hour : $16477 <br />MATERIAL QUANTITIES':...:..:.-; :::...:.:::.::..::.::.: ..:.::.,.::..:., :. ••: ..:.<....:::.:..:.:...:.:,:-.:: :: •.,•:::.::..-..,.:::::::.:..:.: :,:....:.:..:..::::::..:..,., <br />Initial Swell Loose <br />volume : 7,885 LCY factor : NA volume : 7,885 LCY <br />Source of estimated volume :permit file and inspections <br />Source of estimated swell factor :NA <br />HOURLY PRODUCTION Job Condition Correction Factors Source <br />Average push distance : 125 feet <br />Unadjusted hourly production : 726.3 LCY/hr <br />Material consistency description : <br />Partly consolidated stockpile <br />Average push gradient : 5.00 % (+ <br />Average site altitude : 7,880 feet <br />Material weight : 2,550 Ibs/LCY <br />Weight description : <br />Earth - Drv hacked <br />Operator skill : 0.75 <br />Material consistency : 1.10 <br />Dozing method : 1.00 <br />Visibility : 1.00 <br />Job efficiency : 0.83 <br />Spoil pile : 0.80 <br />Push gradient : 1.11 <br />Altitude : 1.00 <br />Material weight : 0.90 <br />Blade type : 1.00 <br />Net correction : 0.55 <br />Adjusted unit production : 400.13 LCY/hr <br />Adjusted fleet production : 400.13 LCY/hr <br />JOB TIME AND COST <br />Fleet size : i Dozer(s) Total job time : 99.71 Hours <br />Unit cost : $0.412 /LCY Total job cost : $3,247 <br />:..:..::.::.:.: ...........:.:...:..:.<.:.:. :..: ---?.::... <br />...-.. :..::.. .. ... .. .. .. .. ... .;z ..- .. .. ...