2008-05-29_PERMIT FILE - C1981038

• Permit No: C1981038
• IBM Index Class Name: Permit File
• Doc Date: 5/29/2008
• Section_Exhibit Name: Reclamation Cost Estimate TR49
• Media Type: D
• Archive: No

•
CIRCES Cost Estimating Software
BULLDOZER WORK
PROJECT IDENTIFICATION
Task # :--_- 232 State :Colorado Permit/job# :C-
.__. 1981-038
Date :?- 04!30!2008 - _ ` . _.._._______ __.__. Abbreviation :none --
County :Deffa - ---
User : - - 'RS- Site : Boucle Ido. 1 Mrine -- - Filename : C038 232
Agency or organization name : Colorado Division Of Reclamation, trlining And Safety
Permit or other job action :- Technical Revision 49 --
Task description : Regrade Brill Pads --- ---- -- - -- -- _ ___?
HOURLY EQUIPMENT COST
Basic machine: Cat D9R - 9SU (2005) Horsepower : 4115
_____
Blade type : Sarni-Universal _
-
Attachment no. 1 :RODS Cab Shift basis : 1 per day
Attachment no. 2 :3-shank ripper
Data source : (CRG)
1 Utilization %
Cost Breakdown : Ownership cost/hour : $71.49 NA
Operating cost/hour : $103.27 ! 100
Ripper op. cost/hour :- $0.00
0
__ _
Operator cost/hour : $32.78 NA
• Total unit cost/hour . $207.53 Total fleet cost/hour $207.63
MATERIAL QUANTITIES
Initial Swell Loose
volume : 1,100 SCY factor : 1.250 volume : 1,375 LCY
Source of estimated volume : Division Estimate
_
Source of estimated swell factor : CAT Handbook -
-
HOURLY PRODUCTION Job Condition Correction Factors Source
Operator skill : 0.75 j (avg.)
Average push distance : 100 feet Material consistency : 0.90 (Cat HB)
Unadjusted hourly production :
-- 1,243.2 LCY/hr Dozing method :
--------
--- 1.00
--
- ?_-(gen ))~
----
-
Visibili#y : 1.00 (avg j
Material consistency description : Job efficiency : 0.83 j (4, shiftfday)
Compacted All or embankment ! Spoil pile :
......--- -----... ----------...... _, 0.60
_. _ ............. (f7d-rt)
.....:...._... . _._T- -
Push gradient : 0,90 (Cat HB)
:

Average push gradient :
......

5.00 % (pos) Altit
de
:
..................................._._..___................._........_.....: .....

0.95
.........
........
(Cat fly)

versga site altitude : u
...............
f vier
ht:
ei, Material ......... .feet
........... •.. ........
0.7?

.._..
......... (Cat HB)
F
Blade type

. 1.00
(SiSU/U)

Material weight :
2; 900 Ibs/LCY Net correction : - -
0.3'r -
_ _

Weight description ......... ..... .... ---.__... - . ...-
Decomposed rock - 50% Rock, 50% Earth 1 Adjusted unit production:__ 379.20 LCY/hr
Adjusted fleet production : 379.20 LCY/hr

• JOB]L1jW1jANt3_COST :.
Fleet size ; 1 Dozer(s) Total job time : 3.53 Hours
Unit cost : $0.547 /LCY Total job cost : ^-- $753