CIRCES Cost Estimating Software
<br />BULLDOZER WORK
<br />,.... M...,.....,:.>:.„.,,.,~.,<.~«::,k>:~„<,:;<mr:~k>~;kkW:,;.Y,:Y:<>w:_::::.,>.,,.».<,.:~,:.<::.:u»k»:,.,,,:«. .w:.«:.>:.~::>..>:::«.:,.,.,.....>:.:~,.>xw.>w::...,:...._.....:..~....,.:,..
<br />Fn:.Y An, LT ..,,,, '..,~A ~:,~...:„S JI ..~u .Y`..~...aww ..,,..~~.'~u, ~. ~Z.:~k:.w.,M A"u. rr. .. F'.:':,.,~. ... S.2vanJn ~...x., m,x„w m1Z ~:~. n_..$:~.v~uoa .a', u. a+.n::
<br />PROJECT IDENTIFICATION
<br />Task # : 003 State :Colorado Penn~ob# : M-1997-014
<br />Date : 05/25/2004 County :Jefferson Abbreviation :none
<br />User: JD1 Site :Deer Creek Quarry Filename:M014-003
<br />Agency or organization name :DMG
<br />Permit or other job action :20-acre
<br />Task description :regret
<br />HOURLY EQUIPMENT COST
<br />aced reGamation
<br />misc. berms
<br />Basic machine : Cat D8R Series 11- 8U
<br />Blade type :Universal
<br />Attachment no. 1 :ROPS Cab
<br />Attachment no. 2 : NA
<br />Horsepower : 310
<br />Shift basis : 1 per day
<br /> Data source : (CRG)
<br /> Utilizatio
<br /> n
<br /> Cost Breakdown : Ownership cosUhour : $44.07 NA
<br /> Operating cosUhour: $69.76 100
<br /> Ripper op.cosUhour: $0.00 NA
<br /> Operator cosUhour: $31.83 NA
<br /> Total unit cosUhour : $145.66 Total fleet cost/hour : $145.66
<br />,.:...yR:.^.k:^<:'d>Y:k<'.v,.>»:acc>S>:P'....,...,H ............... .....^x3.::yR:f::y:r,`.'.:;.»x.'sr.,...i..n:o~.x...o.<.>:.g....
<br />.
<br />uti;
<br />C„c`
<br /><
<br />"
<br />Y
<br />Y
<br />• n
<br />~.
<br />L : ~
<br />u n n ~ ,. v ,
<br />~
<br />,
<br /><k..>
<br />u
<br />k
<br />k ~F\«
<br />. ; [ .3Zx yn ,< x. >, u. > .c ..,...w...t:'::.:.:f>:.,>S.<,<:,:d~ :. G.,,:w...,,, Y ~
<br />>: u .,nd.. ~„ 5 Y ~ \S'k i, F. . a'e~
<br />MATERIAL QUANTITIES
<br />Initial Swell Loose
<br />volume : 1,715 CCY factor : 1.125 volume : 1,929 LCY
<br />Source of estimated volume :calculation
<br />Source of estimated swell factor :program
<br />HOURLY PRODUCTION
<br />Average push distance
<br />Unadjusted hourly production
<br />Matedal consistency description
<br />- - Partly 6onsofrdaledslockpile - -
<br />100 feet
<br />931.6 LCY/hr
<br />Average push gradient : 0.00 % (i
<br />Average site altitude : 6,500 feet
<br />Material weight : 2,650 Ibs/LCY
<br />Weight description
<br />Decomposed rock - 25% Rock. 75% Earth
<br />Job Condition Correction Factors
<br />Operator skill : 0.75
<br />Matedal consistency : 1.10
<br />Dozing method : 1.20
<br />Visibility : 1.00
<br />Job efficiency : 0.83
<br />Spoil pile : 0.80
<br />Push gradient : 1.00
<br />Altitude : 1.00
<br />Material weight : 0.87
<br />Blade type : 1.00
<br />Net correction : 0.57
<br />JOB TIME AND COST
<br />Fleet size : 1 Dozers)
<br />Unit cost : $0.274 /LCY
<br />Adjusted unit production
<br />Adjusted fleet production
<br />Total job time
<br />Total job cost
<br />Source
<br />530.75 LCY/hr
<br />530.75 Lcv/nr
<br />3.64 Hours
<br />$530
<br />
|