2009-06-18_PERMIT FILE - C1981018A

• Permit No: C1981018A
• IBM Index Class Name: Permit File
• Doc Date: 6/18/2009
• Doc Name: Reclamation Cost Estimate
• Section_Exhibit Name: Illustration 47
• Media Type: D
• Archive: Yes

sheet 1 of 2
CIRCES Cost Estimating Software
TRUCKILOADER TEAM WORK
•
PROJECT IDENTIFICATION
Agency or organization name : Colorado Division Of Reclamation, Mining And Safety
Task #: 010 State : Colorado Permit/job #: C-1981-018
Date : 0112612009 County: Rio Blanco Abbreviation :none

User : JDM Site : Deserado Mine _
Filename : C018-010
Permit or other job action :Renewal 5
Task description : Recontour CR65 Intersection
HOURLY EQUIPMENT COST Shift basis : 1 per day
Equipment Description
Truck/loader team -Truck : Cat 769D
-Loader : CAT 98OG (2001)
Support equipment -Load area : NA
-Dump area : NA
Road maintenance -Motor grader : NA
-Water truck : NA
•
Cost Breakdown : Truck/Loader Work Team
Truck Loading Tool Support Equipment
Load Area Dump Area Road Maintenance Equipment
Motor Grader Water Truck
Import data filename : truck2 loader NA NA NA NA
% Utilization-machine : 100 97 NA NA NA NA

-Ripper attachment :
NA
NA
NA
NA
NA _
NA
Ownership cost/hour : $54.06 $34.94 NA NA NA N
A

Operating cost/hour :
$70.69
$54.12
NA
NA
NA _
_
_ _
NA
Ripper op. cost/hour : NA NA NA NA NA NA

Operator cost/hour :
$21.72
$32.96
NA
NA
NA ..... __._.._...._...._
NA
Unit subtotals : $146.47 $122.02 NA NA NA NA
Number of units : 3 1 0 0 0 0
Group subtotals : Work : $561.43 Support: $0.00 Maintenance : $0.00
Total work team cost/hour : $561.43
MATERIAL QUANTITIES
Initial Swell Loose
volume : 1,000 CCY factor : 1.111 volume : 1,111 LCY
Source of quantity take-off : Permit Volume IV
Source of estimated swell factor :Operator Study
Material purchase cost : $0.00 /LCY Total cost : $0
HOURLY PRODUCTION
Truck Capacity :
Truck Payload (weight) Basis : Truck Bed (volume) Basis :
Material weight : 2,743 pounds/LCY Struck volume : 21.60 LCY
Descr.: USER-PROVIDED WEIGHT DATA Heaped volume: 31.70 LCY
Rated payload : 82,000 pounds Average volume: 26.65 LCY
Payload capacity: 29.89 LCY Adjusted volume": 29.89 LCY
Final truck volume based on number of loader passes : 24.50 LCY
' truck volume adjusted to not exce ed rated payload or heaped volume
Loading Tool Capacity : iJob Condition Corrections : Site altitude (ft.) : 5,300
Rated capacity (nom. heaped) : 7.000 LCY Truck Loader Source
Descr.:Loose material - 1" and over (85 - 90%) Altitude adj.: 1.000 1.000 (Cat HB)
•
Bucket fill factor : 0.875 Job efficiency : 0.830 0.830 (1 shift/day)
Adjusted bucket capacity: 6.125 LCY Net correction : 0.830 0.830