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CIRCES Cost Estimating Software <br />TRUCK/LOADER TEAM WORK <br />Task # <br />Date <br />User <br />Agency or organization name : DMG <br />002 State : Colorado <br />08/2399 County : Montrose <br />RCO Sile : Van 4 Shag <br />PermiVjob # : M-97-032 <br />Abbreviation :none <br />Filename : M032-002 <br />Permit or other job action :Final Reclama6'on -New Application <br />Task description : Backfill Vent Shaft #1 w/ waste rock <br />HOURLY EQUIPMENT COST Shifl basis : 1 per day <br />Truck/loader team -Truck : Genedc 12-18 cy, 6x4 <br />-Loader :CAT 966E S.2 Sfd. Lift (1999) <br />Support equipment -Load area : NA <br />-Dump area : NA <br />Road maintenance -Motor grader <br />-Water truck <br />Cost Breakdown : Truck/Loader Work Team <br />Truck Loading Tool Support Equipment <br />Load Area Dump Area Road Maintenance Equipment <br />Motor Grader Water Truck <br />Import data filename : tmck2 loader NA NA NA NA <br />°b Utilization-machine : 100 96 NA NA NA NA <br />-Ripper attachment : NA NA NA NA NA NA <br />Ownership cosUhour : 519.20 828.54 NA NA NA NA <br />Operating cosUhour: 523.20 $25.04 NA NA NA NA <br />Ripper op. cosVhour: NA NA NA NA NA NA <br />Operator cosUhour : 321.55 823.12 NA NA NA NA <br />Unit subtotals: 863.95 876.69 NA NA NA NA <br />Number of units : 3 1 0 0 0 0 <br />Group subtotals : Work : $268.55 Support : $0.00 Maintenance : 80.00 <br /> Total work team cgsUhour : $268.55 <br />y~'rnttn"y-p'7are"v~f-r. m ss z~zs.,~ *y'r'H` <.~'t'7*`.,^•. r~, +a~"vz,~j.4--rm: ~N <br />~ s t~-cXa~t Su '.-,R'-" <br />.._i}_.".ar-~e.2dz,. ->f-._-s ~e.__~- _.~.c .f.-.nn -:Y.3t~ ..F?~iF~.. ~,.a <br />.2t~. c~.:Y~~.~tN-_L~1s.aL:... <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 1,200 LCY factor: NA volume: 1,200 LCY <br />Source of quantity take-o(f : Applicah~on materials <br />Source of estimated swell lactor : NA <br />Material purchase cost : 80.00 /LCY Total cost : $0 <br />- z~i~r~ ~.> t~Y c.~ ,~~ ~ _- -. .. __ ~.. - <br />HOURLY PRODUCTION ~ ~ ~ _ <br />Truck Capacity <br />Truck Pavload (weight) Basis : ~ Truck Bed (volume) Basis <br />Material weight: 2,550 poundslLCY Struck volume <br />Descr.: Sandstone Heaped volume <br />Rated payload : 48,000 pounds Average volume <br />Payload capacity : 18.82 LCY Adjusted capacity <br />Final adjusted truck capacity based on specdic number of loader passes <br />sheet 1 of 2 <br />12.00 LCY <br />18.00 LCY <br />15.00 LCY <br />15.00 LCV <br />15.75 LCY <br />Loading Tool Caoacily : Job Condition Corrections : Site altitude (ft.) : 6,900 <br />Rated capacity (nom. heaped) : 4.500 LCY Truck Loader Source <br />Descr.: Loose material - 1' and over (85 - 90%) Altitude adj.: 1.000 1.000 (Cat HB <br />Bucket fill factor : <br />Adjusted bucket capacity : 0.875 <br />3.938 <br />LCY Job efficiency : <br />Nel correction : 0.830 <br />0.870 0.830 <br />O.B30 (1 shlfUda~ <br />