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sheet 1 of 2 <br />CIRCES Cost Estimating Software <br />TRUCKILOADER TEAM WORK <br />PROJECT IDENTIFICATION <br />Agency or organization name : DBMS <br />- <br />- - -_ -___..___ _...._._,. - -_i- - - --..., - - <br />Task #: - 31a - State : Colorado Permit/job # : C-92-080 <br />Date : 0811812008 County : La Plata Abbreviation :none <br />ser : TAK Site : Carbon Junction Mine Filename : C080-3l a <br />Permit or other job action : RN-03 <br />Task description : Haut topsoil for fill & reveg, f/stockpile #7 to pond #2 <br /> <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br /> <br />Equipment Description <br />- _ <br />Truck/loader team -Truck :'Generic 7-8 cy, 4x4 <br /> <br />-Loader :;CAT 98OG (2001) ...._-.-.._._......-..... __..... <br />Support equipment -Load area :NA <br />-Dump area :;NA <br />Road maintenance -Motor grader :'NA <br />---....... <br />-Water truck :INA - -._.._._.......-_. ..--...___._.... -- <br />Cost Breakdown : "Truck/Loader Work Team Support Equipment . Road Maintenance Equipment <br />_ Truck Loading Tool l- Load Area Dump Area Motor Grader Water Truck <br />Import data filename . I truck2 loader NA ! NA i NA NA <br />% Utilization-machine : 100 62 rVA NA i NA NA <br />Ripper atfachment : ? NA NA NA NA NA <br />Ownership cost/hour : $8.57 $34.94 NA NA NA NA <br />Operating costthour :; $25.07 $34.61 NA NA i NA NA <br />Ripper op. cost/hour :l <br />Operator cosUhour : NA j NA <br />$21.72 <br />$32 <br />96 NA NA <br />NA NA NA NA <br /> ` - <br />. NA I NA <br />Unit subtotals : $55.45 $102.51 i _ <br />NA NA ; NA NA <br />Number of units : 3 ! 1 ? 0 ! 0 f 0 0 0 <br />Group subtotals : Work : $268.85 ( Support- i600 Maintenance Saw <br />Total work team cost/hour : $268.85 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 6,879 - -BCY factor : 1,429 volume : 9,827 LCY <br />Source of quantity take-off : P. 5-30 of recl plan (15, 000 cyds - 5163 cyds footprint)1 1.43 swell <br />Source of estimated swell factor DBMS estimate <br />Material purchase cost : <br />$0.00 /LCY Total cost : <br />$0 <br />HOURLY PRODUCTION <br />Truck Capacity <br />Truck Payload (weight) Basis : Truck Bed (volume) Basis <br />Material weight: 1,600...... pounds,LCY Struck volume: <br />... 7.00 LCY <br />sct.: Top Soil Heaped volume : 8.00 LCY <br />Rated payload : 20,300 pounds <br />Average volume : <br />7.50 <br />LCY <br />Payload capacity: 12.69 LCY <br />---------_-•-- ; Adjusted volume': <br />LCY <br />Final truck volume based on number of loader passes _ LCY <br />'truck volume adjusted to not exceed rated payload or heaped volune <br />Loading Tool Capacity ;Job Condition Corrections : Site altitude (ft.) : 7;000 <br />Rated capacity (nom. heaped) : 7.000 LCY <br /> <br />----- --- <br />- Loader - - <br />."- <br />Source <br /> <br />Descr.: Loose material - !"and over (85 <br />90%) Attitude adj.1.000 <br />_._...-----... ..._•.... --- ----.-_......... ..• ............................ .- <br />1.000 <br />-rCat HB) <br />Bucket fill factor : 0.875 <br />Job efficiency 0.830 ' <br />0.830 --_.-....._..__.-,... <br />('f shr-tiday) <br />Adjusted bucket capacity 6.125 LCY Net correction : 0.830 0.830