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<br />CIRCES Cost Estimating Software <br />HYDRAULIC EXCAVATOR WORK <br />PROJECT IDENTIFICATION <br />Agency or organization name : Division Ol Minerals And Geology <br />Task x: 003 Slale:Coloratlo PenniVob x:M-99-050 <br />Date ~ 09/0699 County ~Lanmer Abbreviation :none <br />User: ACS Site :Timnath Connell Pil Filename:M050~003 <br />Pennil or other jab action : New application <br />Task description :Excavate and smooth ground water interceptor ditch <br />HOURLY EQUIPMENT COST <br />Basic machine:Ca13t5 (1997) Shifl basis: <br />Iper day <br />Cost Breaktlown' ~ Utilization % Horsepower: g9 <br />Ownership cosVhour: 818.22 NA <br />Operating cosVhour: 517.79 700 Weight (MT): 15.28 <br />Operator cosUhour: 823.13 NA <br />Cost dau source : (CRG) <br />Total unit cosUhour: 559.15 Total !teat cost hour: $118.30 <br />Initial Swell Loose <br />volume: 22,dp0 BCY teeter: 1.230 volume: 27,552 LCY <br />Source of quantity takeafl :4800 root brig ditch w/ 126 s.l. cross sectional area <br /> <br />Source of eslimatetl swell factor :swell !actor for earth loam (overburden) <br />HOURLY PRODUCTION <br />Cvcle Time Basic digging condition description : AVERAGE <br />Time value within hasic digging contl~tion : AVERAGE <br />Cytle rime: O.J7 min. <br />Bucket CaoaciN <br />Rated capacity : 0.68 LCY (heaped) Siza class : metlium <br />Bucket fill factor: 7.05 Other-moist loam (100-110%J <br /> <br />Adjustetl rapacity: 0.77 LCY <br />.lob Condition Gonedion Factors Altitutle adlustment : L00 (Car HB) <br />Jab efficiency adlustment : 0.83 (1 shi/Vday) <br />Site altitude: 4,800 feel <br />Net job comedion : 0.83 <br />Unadjusted howdy unit producion : 140.00 LCVMr <br />Atljusted houry unit production : 176.20 LCYMr <br />Adjusted Koury Meet production : 232.40 LCYMr <br />JOB TIME AND COST <br />F1ee1 size : 2 Excavator(s) Total job time : 118.55 Hours <br />Unit cost: 50509 rLCY Total lob cost: $14,025 <br />