Laserfiche WebLink
, COLORADO MINED LAND RECLAMATIOt; DIVISION <br />$STIMATING FORM - BULLDOZER WORE <br />Y YY4YYYYYYYY~rY YYY,.YIYYY~rY YYY Y,~ <br />TASH N0. 18 PREP. BY: TDC PERMIT NO. C-81-015 <br />• •--..........._. Y_Y..YY., Y_YY..~Y. <br />DATE 02/_16/_90 FILENAME: C_0_15_-18 OPERATION: Frusta ti & !2 <br />4YY.r- Y .YY L YY YYY4YY..YYY~.Y Y41Y <br />PERMIT ACTION Reclamation Only Permit __ _ <br />4 Y Y,. Y 4 Y Y ~rY Y Y 4 Y ~rY Y Y Y Y Y Y Y Y Y Y YY Y Y r 4 YY Y~ 4 Y r Y Y • Y Y Y Y <br />TASH DESCRIPTION Finish grade topsoiled areas during scraper work <br />..YYY....YYY..Y_,...., Y.,,. _Y..YYYYYYYYYY,._.... _..YY_..,,..-Y,.YY <br />HOURLY EQUIPMENT COST: Single, Double, <br />' Labor or Triple <br />County: MESA Zone 1 Shifts S <br />.YYY..,.Y,.Y...... •...-Y..Y YYY..YY_Y.. <br />Machine Deacript. CAT D5B with a_n_g_ling blade _ _ <br />4~'YYY4YY~rr 4 YYY4YY.r Y. Yr Y. YYYY.r•YY~r ~.Y r4Y~. 1 <br />Cost Breakdown: Utilization Equipment <br />" " " " " " " adjustment: Filename: <br />Ownership cost/hr = 517.27 N/A D5B-ADZR <br />Operating k overhaul cost/hr- Dozer = 515.81 (100X) " "" "' <br />-Ripper = 50.00 N/A <br />Operator cost/hr = 520.08 N/A Total Fleet <br />--------- Cost/Hr: <br />Total Eqpt. Unit Cost/Hr = !53.16 553.16 <br />..YYYYY...... YY~YYYY.,YY <br />C~ <br /> <br />MATERIAL <br />Beg. <br />Volume: <br />Initial <br />Volume: <br />Source <br />Source of eat. swell factor: N/A <br />_._Y..........,.-Y..Y..YYY...Y,.Y..Y_ Y _,...-YY_.._Y_-.. <br />HOURLY PRODUCTION: <br /> Job Condition Correction Factors <br />Avg, push distsnce: 50.00 ft. """""""""""""""" <br /> " " " "` Operator.......... 0.75 (avg <br />Unadjusted hourly Mat. coneistency.. 1.20 <br />dozer production: 459.99 LCY/hr Dozing method..... 1.00 (gen <br /> " " " " ` Visibility........ 1.00 (avg. <br />Material consistency : Job efficiency.... 0.83 (lsh, <br />Loose stockpile Transmission type. 1.00 (ps) <br />"""" " " " " " " " " " "" " " ' Grade adjustment.. 1.00 <br />Avg, push gradient: +0.00 X Altitude adj. .... 0.93 <br /> " " " " ` Material weight... 0.85 <br />Avg, site altitude: 5700.00 ft. Blade type........ 0.63 (ang: <br />Material weight 2700.00 lb/LCY Net Job Correction <br />Mat. Descr.: " "" "` <br />Earth - Wet excavated Adjusted Unit Prod.: <br />a~UANTITIES: <br />2938 LCY <br />2938.0 LCY <br />,....,. ...,Y,.-Y <br />~f quantity take-off <br />Swell Loose <br />Factor: N/A Volume: y`_Y_2`938`0y LCI' <br />Est. 50X of spread material requires grading <br />....YYYY....YYY.......Y,.Y..YY,._.,..YYYY_.,_Y..Y.,_YYY.. <br /> <br />JOB COST: <br />Adjusted Fleet Production: <br />Fleet size 1 Dozers) Total Job Time <br />Unit Cost 50.312 /LCY Total Job Cost <br />0.37 <br />170.12 LCY/1 <br />170.12 LCY/1 <br />17.27 Hour <br />5918.11 <br />___________9~ <br />