Laserfiche WebLink
CIRCES Cost Estimating Software <br />PROJECT IDENTIFICATION <br />sheet 1 of 2 <br />Agency or organization name :Colorado Division Of Reclamation, Mining And Safety <br />Task # : 056 State :Colorado PermiUjob # : C-1981-038 <br />Date : 11/20/2007 County :Delta Abbreviation :none <br />User : JRS Site :Bowie No. 1 Mine Filename : C038-056 <br />Permit or other job action :Partial Phase I Bond Release SL-03 <br />Task description :Haul Asphalt from Haul Road to Portal Bench Zone 4-C <br />HOURLY E :::::IPME ::::................................................................................................................................................................................ <br />........ <br />QU NT COST Shift basis : 1 per daY <br />Truck/loader team -Truck <br />-Loader: <br />Support equipment -Load area <br />-Dump area <br />Road maintenance -Motor grader <br />-Water truck <br />! 773D (2002) <br />T 990 Series 11(2005) <br />D10R - 10SU (2005) <br />D10R - 10SU (2005) <br />T 14H <br />ter Tanker, 5.000 Gal. <br />Cost Breakdown : TruckJLoader 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 : truck2 loader dozer dozer grader misctruk <br />Utilization-machine : 100 98 100 100 50 50 <br />-Ripper attachment : NA NA 0 0 0 NA <br />Ownership cosUhour : $52.49 $105.80 $84.86 $84.86 $39.60 $21.89 <br />Operating cosUhour : $88.21 $114.62 $138.49 $138.49 $24.26 $17.36 <br />Ripper op. cosUhour : NA NA $0.00 $0.00 $0.00 $0.00 <br />Operator cosUhour : $21.72 $32.96 $32.78 $32.78 $24.47 $33.94 <br />Unit subtotals : $162.42 $253.39 $256.13 $256.13 $88.32 $73.19 <br />Number of units : 4 1 1 1 1 1 <br />Group subtotals : Work : $903.06 Support : $512.26 Maintenance : $161.52 <br />Total work team cost hour : $1,576.83 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 713 BCY factor : 1.640 volume : 1,169 LCY <br />Source of quantity take-off :Map 5C-6A and 8A-2 <br />Source of estimated swell factor :CAT Handbook <br />Material purchase cost : $0.00 /LCY Total cost : $0 <br />HOURLY PRODUCTI:::.N :::::................................................................................................................. <br />O .................................... ......................... <br />Truck CaaacitV <br />Truck Payload (weight) Basis : Truck Bed (volume) Basis <br />Material weight : 2,800 pounds/LCY Struck volume : 33.80 LCY <br />Descr.: Granite -Broken Heaped volume : 45.90 LCY <br />Rated payload : 108,060 pounds Average volume : 39.85 LCY <br />Payload capacity : 38.59 LCY Adjusted volume*: 38.59 LCY <br />Final truck volume based on number of loader passes : 37.97 LCY <br />'truck volume adjusted to not exce ed rated payload or heaped volume <br />Loading Tool Caaacity : Job Condition Corrections : Site altitude (ft.) : 7,100 <br />Rated capacity (nom. heaped) : 11.250 LCY Truck Loader Source <br />Descr.: Blasted rock -poorly blasted (60 - 75%) Altitude adj.: 1.000 1.000 (Cat HB) <br />Bucket fill factor : 0.675 Job efficiency : 0.830 0.830 (1 shift/day) <br />Adjusted bucket capacity : 7.594 LCY Net correction : 0.830 0.830 <br />