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<br />CIRCES Cost Estimating Software <br />BULLDOZER WORK <br />PROJECT IDENTIFICATION <br />Agenry or organization name : DMG <br /> <br />Task q : 005 Stale : Co/oratlo PermiUjob# : M-2000.030 <br />Date : 05262000 County : La Plata Abhreviation :none <br />User : RCO Site : Agn-D/tl Gravel Pil Filename : M030-005 <br /> <br />Permit or other joh action :New application -lnal rec/amaf/on <br /> <br />Task description :Spread topsoil on slope, active phase <br /> <br />HOURLY EQUIPMENT COST Basic machine :Cal D9N (1995) Horsepower : 370 <br /> Blade type . Seml-Universal <br /> Attachment no. 1 : ROPS Cab Shill basis : 1 per tlay <br /> Aaachmenl no. 2 :3-Shank upper <br /> Utilization % Cost data source : (CRG) <br />Cost Breakdown : Ownership cost/hour: E41.20 NA <br /> Operating cosVhour: E81.00 100 <br /> Ripper ap. cosUhour: 50.00 0 <br /> Operator cosUhour: E23.12 NA <br /> Total unit cost/hour : Ef45.32 Total gee) cosVhour : 5145.32 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 483 CCY lactor~ 1.125 volume' 521 LCV <br />Source of quantity lake-oft :Phase 1 (9.8 ac) • Avg phase Ooor (4.2 ac) = 14 ac x 3'tleplh <br />Source of est. swell factor : Na <br />Average push distance : 100 teal <br />Unadjusted hourly production : 1099 LCV/hr <br />Malarial consistency description <br />Consolitlaletl stockpf/e <br />Average push gradient : 30.00 % (nag) <br />Average site altitude : 6,600 feel <br />Material weigh) : 2,550 Ibs/LCV <br />Material weight description <br />Earth - Dry packetl <br />JOB TIME AND COST <br />Fleet size : 1 Dozers) <br />Unit cost : 50.245 /LCV <br /> <br />Operator skill: <br />0.75 Source <br />(avg.) <br />Material consistency : 1.00 (Cat HB <br />Dozing method : 1.00 (gen.) <br />Visibility: 1.00 (avg.J <br />Job efficiency : 0.83 (ish/Ntla <br />Spoil pile: 0.80 (/ndsQ <br />Push gradient : 1.60 (Cat HB <br />Altitude : 1.00 (Cat HB <br />Material weight : 0.90 (Cat HB <br />Blade type: 1.00 (S orU <br />Nel correction : 0.54 <br />Adjusted unit production : 592.49 LCY/hr <br />Adjusted 8ee1 production : 592.49 LDY/hr <br />Total job time : 0.88 Hours <br />Total job cost . 5128 <br />