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GENERAL43948
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GENERAL43948
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Last modified
8/24/2016 8:12:44 PM
Creation date
11/23/2007 12:43:46 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1983141
IBM Index Class Name
General Documents
Doc Date
4/26/1993
Doc Name
ESTIMATING FORM WHEEL LOADER WORK
Media Type
D
Archive
No
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i • • iheet 1 of 2 <br />' Colorado Division of 9inerals and Ceolo69 <br />i ...................................... <br />BSTIMATIUG FORM - BHBBL LOADBB NORB <br />Task t: 3 Prep. by: WCy Task filename M141-3 <br />Date 04/26/93 Petit 9:M-B3-141 Mine: Cash :4ine And Hill <br />Percitting action Bond Re-evaluation <br />I Task description :Place 4° topsoil an cap barrier or, da¢ structure <br />AOUBLP BBUIPMBNT COST <br />" " "" " "" " " "' Basic ¢achine: CAT 9JCB Horsepower = :35 <br />................... .......... <br />Attachment 91: BOPS Cab Shift hasis:l(da; <br />................... .......... <br />IC9I A6'c <br />Cost Breakdoxn - Oxnership - 514.42 <br />'"" "" """' - Operating-:oader = 913.12 100 X ut:lieation <br />- Operator = 421,58 <br />I .......... <br />- Total cost/hr = 943.11 `oral fleet cast/hr = ;49.11 <br />MA".BB[AL QUATITIBS <br />Initial Saell Fir,al <br />voluse = 444.0 CCY factor = 1.215 vcluce = 539.: LCY <br />I ........... ......... ............ <br />9uantity source/reference Bxhibit B Heclamaticn Map <br />X Bxell source/reference na <br />.................................................... <br />HOCBLy PHOD'JCTION <br />................. <br />:,oader Cycle Tide <br />................. <br />Cnadjusted Basic Cycle lime (load, dump A caneuverl c 0.490 ~;n. <br />{CH8 mk') <br />C;c1e Time Fae`.ors: Rector Imin <br />Material- Piaterial up to 1/B" diameter 0.020 (CHB edal <br />Pi:e- Conveyor or doses pile9 10 ft. high 4 0.000 (CAB eda) <br />Truck Ownees:;ip- Co_:oc oxnership of trucks A :oaders -0.040 (CBB eda( <br />Operation- Constant operation -0.040 (CH3 eda) <br />Terget- Ilo adjustcent -factor not applicable 6.OGJ (CHB eda) <br /> `.et Cycle Tice Adj.= -0.080 nin. <br /> Adj. Basic Cycle Tice = 0.,30 min. <br />
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