|
•
<br />CIRCES Cost Estimating Software
<br /> Task # : 023 State :Colorado Permitlob# : C-1994082
<br /> Date : 03%112005 County : Routf Abbreviation :none
<br /> User : JRS Site : Yoast Mine Filename : C082-023
<br />
<br /> Agency or organization name :Colorado Division Of Minerals And Geology
<br /> Permit or other job action :Permit Renewa102
<br /> Task description :Regrade Temporary Access Road to Pond 010
<br /> k:, vn. .
<br />
<br />.»..rtw ..aa. :, ..i.~.a ws:J..
<br />x.i 3.::,
<br />:. o ....:..... <:>:r:: .
<br />
<br />.:..: ..::...... ...,:.. ,,..::.,,; .:G.~,
<br />k.....
<br />a.y, .. "kRT. <2.x.•?eu:a
<br />. a.; 4 ..
<br />u.
<br />p
<br />,
<br />H
<br />....9
<br />$ik.,.
<br />+a\~•$,
<br />~
<br />.'
<br />.
<br />K
<br />'
<br />k
<br />J
<br />:'^
<br />L~
<br />kL
<br />
<br />
<br />
<br />
<br />tY,aa~.S.;>!~.
<br />
<br />...e.>:
<br />a<
<br /><.
<br />.
<br />:
<br />R£MA?
<br />5
<br />a
<br />"
<br />
<br />
<br />
<br />
<br />:.L<:??.r><~w:.r.>v.»...
<br />
<br />
<br />n£:.Pi~':
<br />'4
<br />~'?;
<br />A
<br />:4?'kik°
<br /> .
<br />.
<br />;
<br />.
<br />..
<br />:.
<br />.
<br />..c...:. ..
<br />.r ..>...:.e
<br />e.v.w...,,y
<br />>:e
<br />;>
<br />rr. n
<br />:v>.,. ..
<br />.:n
<br />ua
<br />»<o
<br /><
<br />.
<br />;<.
<br />;>
<br />. :
<br />~
<br />..
<br />s
<br />:
<br />k
<br />.
<br />;:.rn...:..:n. ....::,;w a.:.:.;.:,
<br />rxk<rrrr.»:..::.... F:.:r:..<.:>s»<.>#.>:or:~»a H.. h:>:a......3.waa..,.w.?ae:>«>:m........,o•::Lr:;;>r>:e:.,;::eL~::>x?>-a';.>x,a..,:<: ~:~c'.>:.»:x<M~x....~.'.rr»:k:...:.Ya»:<.<..:..a.A
<br />~:a,¢,v.~:;\;a?:.ar.>:av^:<..::a.,..:.
<br /> HOURLY EQUIPMENT COST
<br /> Basic machine : Cat D11 R -11 U Horsepower : 850
<br /> Blade type :Universal
<br /> Attachment no. 1 : ROPS Cab Shin basis : 1 per day
<br /> Attachment no. 2 :3shank ripper
<br /> Data source : (CRG)
<br /> Utilization
<br /> Cost Breakdown : Ownership cosUhour : $111.01 NA
<br /> Operatingcost/hour: $188.39 100
<br /> Ripper op. wst/hour: $0.00 0
<br /> Operator cosUhour: $31.76 NA
<br /> Totai unit costlhour $331 16 Total fleet cosflhour $662 33
<br /> ys'~ A .fix .' fi' £S i~ "i ._,. t& ~. x, cr. S( a .E"~y^v~~.ti
<br />~
<br />~~
<br />~
<br />)
<br />-
<br />~
<br />£
<br /> . i. ..,.a<
<br />..L ..:62Y.4 $£u;. u,. ~..:rs
<br />. V.,;no~t'. ,.a x:: a:
<br />K.~.,". A,.L ..u,<,.
<br />....a ..:..... .>c:
<br />». »iv.
<br />F.a
<br />L. w.u .». .r ,':.:
<br /> MATERIAL QUANTITIES
<br /> Initial Swell loose
<br /> volume : 500 CCY factor : 1.165 volume : 582 LCY
<br />
<br /> Source of estimated volume :Division Estimate
<br /> Source of estimated swell facror :CAT Handbook
<br /> ..,.;:<.,:~.x:<.r . .:..::..:..v..m,r.,<oxs: ;a;:ky;.L, ?»r4;<?:.:< tt:.>.w..:...:.,:._.<.;...
<br />.•..:r.:as.:...r.:? ..<.>:~«.v.::««;.rr'r...r:;;«.r.::..r:;:.a ,: uru>•
<br />... _c.,....::.ar..•o::o..:ra :.:-.r: <o.a.:.. :.. .. .. .. r:.:Y.....i: F. ......:.o....:.r...,. .~_........ .....:..o.... ::um>:.r:::.rr;;.:rr'<.>..
<br />..:.... ..:::. .....~ .._ .......,...... ... 3~... .......:. , ...,....::...:.....:.._. ... ....... ...,.... ,...:..;a.
<br />~a._>,:,t..
<br />, is"r~ry..~>.or..
<br />y-
<br />4
<br /> .::.: ,,..>:....:.a, .a.
<br />. .a>. .;:.. <.:.o..:. ....<..:.:,.L .:.:.,... ~.:.:..:,>:..a:..::.,.: ,._y.: k_:
<br />•n>:::u.:<..>:..:we>q...:.>.eWvw,ew>.m»'r~..:.: n.:....6 .
<br />R::a.r>,:;L..y.:.:...
<br />....J... ::ea.i :
<br />_.. n..
<br />i: r?:`vn>rn:'a.G.>: c.:S:>::rrr>
<br /> HOURLY PRODUCTION Job Condition Conection Factors Source
<br /> Operator skill : 0.75 (avg.)
<br /> Average push distance : 200 feet Material wnsistency : 0.90 (Cat HB)
<br /> Unadjusted hourly production : 1,560.0 LCY/hr Dozing method : 1.00 (gen.)
<br /> Vsibility: 1.00 (avg.)
<br /> Material consistency description : Job efficiency : 0.83 (1 shlff/day)
<br /> Compacted fill or embankment Spoil pile : 0.80 (fnd-rfJ
<br /> Push gradient : 0.90 (Cat HB)
<br /> Average push gradient : 5.00 % (pos) Altitude : 1.00 (Cat HB)
<br /> Average ske altitude : 6, 800 feet Material weight : 0.79 (Cat HB)
<br /> Blade type : 1.00 (S/SU/U)
<br /> Material weight : 2,900 Ibs/LCY Net correction : 0.32
<br /> Weight tlescription
<br /> Decomposed rock - 50% Rock, 50% Earth Adjusted unit production : 500.87 LCY/hr
<br />
<br />• Adjusted fleet production
<br />O
<br />73
<br />LCY/hr
<br /> :..:.>r>.:....ar..:...»:o:..:;.vt: .... ..`.k:.... ... ....k....
<br />.._.:: a..<..::.).:..<.L.:::;...>......;.. r>.rSV.<:L:..,.h: _...... .:.:5. ._.:.< .. ..
<br />... :. ..: ....
<br />.
<br />.. .
<br />...
<br />....
<br />n. o..
<br />,.. .:.:.
<br />.,.»:<a:•.;. _.:
<br />.:.
<br />:
<br />r
<br />V
<br />b
<br />< 'ar;.°^kk:«.xy_ :":r.r...:..
<br />.. .. .. . na:.x.:
<br />w'.:: Yn<..:<n.:.. n...,.... .5.....k>&
<br />...::.r_.
<br />..<....
<br />...:
<br />..
<br />.:
<br />`':.R
<br />:p.
<br />~
<br />S
<br />$
<br />i
<br />h .,`'
<br />w..
<br />.....:-..
<br />p:...:
<br />.. G`>r.:;;.r;r<.'<5'.....:
<br />.
<br />~ u
<br />
<br />
<br />..
<br />:.:
<br />... `y':2~i
<br />>:. _>:<..
<br />r
<br />:
<br />r
<br />£:'.i:c<.:~~)p
<br /> ..
<br />.
<br />.
<br />.
<br />.
<br />_
<br />.
<br />...
<br />.
<br />.
<br />,.,
<br />.
<br />r:a.... y........a
<br />a;~.rr::?r;
<br />a:<z.?:a::~.r:':..;.n:. r:',.> .. .....: . ...:.,r, or.:.:;:.rs».>:v..>
<br />..a:.::..r ::,.. r<:......a...r:.YY,,.,.,»....,....r......:x .:......:.....a:~r,<:i:>::~°;:rk>£'::?:;:~
<br />cg..: .:.r.'~:>.:., „.,.:..A{.:r.;..::..av.,.,......,..., .....,....c..~ .......:..:.:. .
<br />.
<br />.
<br />.
<br />...... \:r:...y.
<br />.r.::
<br />:y..r J.V <
<br />:...::.... :...F.....o...
<br />...v
<br />..:
<br />r:<
<br />.r£::;
<br />:
<br />:
<br />.»:..
<br />..
<br />.:D:<..:.
<br />:
<br />uro
<br />..:~:,.. .e. a...:.......L, .., c:.:.
<br />....,r»r.r>,..: ..:~»:;..; ..<s.:..,w;„. ..:«Lrr:..r,,..Z ~..........,.,ttL ..r.,...wx»>:a.,..,,:.
<br />...,.....~,.....3:«..:~...:...:.....::..2::3.,.~...sa..w.~..~....,......caS:.....n':''.'u'.k'.'.Mi:'$::'4a:a &:.n...........::<.::.:
<br /> JOB TIME AND COST
<br /> Fleet size : 2 Dozers) Totai job time : 0.58 Hours
<br /> Unit cost : $0.661 /LCY Total job cost : $385
<br />
|