|
CIRCES Cost Estimating Software
<br />BULLD02ER RIPPING WORK
<br />Task # : 009 State :Colorado PenniUjob # : M-1997-014
<br />Date : 0525/2004 County :Jefferson Abbreviation :none
<br />User: JD1 Site :Deer CreekOuarry Filename:M014-009
<br />Agency or organization name :DMG
<br />Permit or other job action :20acre phased reclamation
<br />Task description : rip asphalt road, haul road and benches
<br />:.x..:.~
<br />:...:. v...n.._ ..... ....:.....::,..:<...:....~..Y... ............b.....:.. a . __ ......~.[u........ n, n,.......,n... vn.:..... ~. ..n ._ n...n .... n.::.:.,: x<._o.[. .
<br />.._u ...................... .........._...... t....... .....:_ .. t .Yn.........._... x......_......:... F..~_µ..... [......c............... <:.:a«x>ay>:'Ay:<.ra.<y>i:v:<.[.S.x.:3 .
<br />
<br />.. ..: .....:........r.n.;.,.:
<br />.
<br />vca ;n....,.
<br />2 Yx<
<br />}
<br />c
<br />>:n:
<br />F
<br />::
<br />.
<br />.:.
<br />Y
<br />.
<br />+
<br />4
<br />.
<br />:c:
<br />~
<br />~
<br />
<br />.
<br />n:~:e:«
<br />...
<br />::: n
<br />..ll
<br />%<.»a>a>:[[.::.3:<.Sic:<n
<br />:c:...lall
<br /><[.is«.,
<br />.
<br />.
<br />r.
<br />:<
<br /><.
<br />>
<br />.S
<br />.;
<br />.
<br />. ...:. .... .3. ... .. .~... ..:. .n.... .. ..... _[.. ... .
<br />,...wn. _<..c_....J...r...n... : .. .<:w..a.cw [sVnvnw ............:......5.......n....a.....:.:.:.:.x..:.F:n<.:A3:..:.<:<.S.c:.>:~:..>..:..~.:
<br />
<br />.:.>.h.::33.i~;Y.a.<g:.n::lll:u
<br />HOURLY EQUIPMENT COST
<br /> Basic machine : Cat D8R Series ll - 8U Horsepower : . 310
<br /> Blade type :Universal
<br /> Attachment no. 1 : ROPS Cab Shift basis : 1 per day
<br />Attachment no. 2 :3-shank ripper
<br /> Data source : (CRG)
<br /> Utilization %
<br />Cost Breakdown : Ownership cost/hour : $50.09 NA
<br />Dozer operating cosUhour : $69.76 100
<br />Ripper operating cost/hour : $7.70 100 .
<br />Operator cosUhour : $31.83 NA
<br />Total unitcost/hour : $159.39 Total fleet cost/hour : x159.39
<br />x::.:...: ,>r:[.:~:.,,.:.>.:,:NaS3,<.Sal>:-e„>~.:,:[o:<: ~N:are:.:r<<x:e.:.>„:r.e>.[«<„-««.,»:<.;:nrr::<«.x<:,.~"^:a^.r. ^^^^^-^:, :.~..
<br />:..:..«.,.:> ..... ...:....... ............_.... ... ..,. .a.. .. .. r. .........«.,...a:<.«[.S:<.a.:..x::z>:exxxz,:c..s,<,~.w,:..::zx~:......>..,:...,,:..:.:...x....
<br />s....< a.:x.: ,.r.... :<.Sr,
<br />.
<br />. S.,n
<br />. jZ.
<br />.a .
<br />n
<br />.
<br />.
<br />.
<br />.
<br />e
<br />c
<br />:
<br />a
<br />:
<br />n
<br /><
<br />:
<br />~
<br />.
<br />c
<br />:
<br />r..
<br />[
<br />.
<br />>
<br />c
<br />a
<br />•
<br />'
<br /><
<br />'
<br />._
<br />
<br />
<br />.
<br />.
<br />...:
<br />.
<br />.p:.
<br />:.: y..:...
<br />.. <......:..
<br />....n... .. ...w
<br />....:
<br />..
<br />.x
<br />:
<br />.::a:.
<br />.:.
<br />...5:..:
<br />......n...
<br />:
<br />l
<br />y
<br />.y.a:J.a:::.:: ..........:...n.:....u...........
<br /><.'n::a..:<... a:.a~&.:q'..5.,,.:,....6..ann......n..n.......:....c.,°a<fb:~`3rriba'GF:.n`Wi::::.°..:.~:3:5..:>::uaa4a::ab
<br />u.:..,Z.n..n~nwve:......: n....
<br />.
<br />...
<br />.
<br />......
<br />:.::.
<br /><~R<:.a.'u'R><::::Z<v.S: .,
<br />.
<br />...
<br />:.: ~..~ g
<br />.:.
<br />::.. ,xc:
<br />[.:w......:...n:[..u.:x... <:.x:w:na...:
<br />>:
<br />v:..c..a.:.a:n. "~apF.u<aN. ... xa y...... ..:.vm......:a':.z:.
<br />rF.:c.:w n~h.F[<tt«N........ m F n
<br />
<br />
<br />s.SNix'~i!:iv:::::::n:'."Jl
<br />MATERIAL QUANTITIES
<br />Selected estimating method : Area
<br />Altemate methods -
<br />Seismic : NA NA Load factor : NA Bank volume : NA BCY
<br />Area : 7.50 acres Rip depth.(ft) : 1.00 Volume : 12,100 BCY or CCY
<br />
<br />Source of estimated quantity : program
<br />Seurce of estimated load factor : NA
<br />...n, ..v..a..... ...... _ ... ...n3.. :..n .. .. ......... .:....:: R. .:... .... .::.. e.
<br />
<br />.<iSi:':'.'.'C.Y:M~:u~` ri<:y>s>:%F~i::::`:'::::c[~>[[NO.;u':vc: »:).c:;:x<:~:[<:~~ '
<br />. 4. <..b.N
<br />u..<..:c>...:.. #.>x<.:>:q`..ya..).::..a.ay: f.'. u.>::: <i ^... .vy..: <::.. ~.;., :<n. .....:.:.:... ::i:5<.yP~fl"..`.ae.:. e[ftaa:m,l. <
<br />;F;
<br />,
<br />>:
<br />:
<br />>.Sy.. .: .:n :. r...:,'o-..,....w..,;.>>m~..? .
<br />.v,$:.R::.:..:. u:0.u:<..~.v....:,rv..,n~n..n•mX.rc,...,.n.:nfirc}.J.~..~>.<.mi. 7.:<[....r.,.::,.P.?,.>.„,:.c :..::.
<br />.{,...:.i.n.vv..n.nm..w.n :...<:;;
<br />a:
<br />,.>~:<~
<br />:.........:~.....,.r~,[...:.:«s:::'&:rrxr..
<br />F.w.a...x.:::A<. n..w,..::...:3.......rx.FR.:FL .n..>F:rvF.M .:«..
<br />NFJ.NX:NW%<
<br />:n`.»:<v>:U<[.g: F.>:p>:J:[<:<.:.,i.<.. c:.
<br />HOURLY PRODUCTION
<br />Altemate methods - ob Condition Correction Factors -
<br />Seismic : Seismic velocity : NA feeUsecond Unadjusted production
<br />UnadjusteQproduction : NA emu: yds./hour par seledted method : 1,134.86 - ou. yds./hour
<br />
<br />Area : Avg. ripping depth : 1.00 feet/pass Site altitude : 6,500 feet
<br />Average ripping width : 7.08 feeVpass Altitude adjustment : 1.00 (Cat HB)
<br />Average ripping length : 100.00. feeUpass Job efficiency factor : 0.83 (1 shift/day)
<br />Average dozer speed : 88.00 feet/minute Net job correction : 0.83 multiplier
<br />Average maneuver time : 0.25 minutes/pass
<br />Production per unit area : 0.703 acres/hour Adjusted unit production : 941.94 cu. yds./hour
<br />Unadjusted production : 1,134.86 cu. ydsJhour Adjusted fleet production : 941.94 cu. yds./hour
<br />~:.w~ t ~~ 2 ~ ~ ~ ~' C 2 i
<br />•••• i '.
<br />
<br />• i ax an ..: a.f.94.$uA ...~`.ua.::is .a a'i:Li x
<br />G.S:Ati xna>k3wA,w /F.w v., as
<br />A:oa9 tS:.k:x.~.ux~2.DxA.u..n.....~....n.. ~..w.: .. n..t ~..w..::.~CS..~~a'x ':N.. .. ~..
<br />JOB TIME AND COST
<br />Fleet size : 1 dozers) Total job time : 12.85 hours
<br />Unit cost : $0.169 per cu. yd. Total Job cost : $2,047
<br />
|