2015-01-26_PERMIT FILE - C1981012A ‎(7)‎

• Permit No: C1981012A
• IBM Index Class Name: Permit File
• Doc Date: 1/26/2015
• Doc Name: Bond Calculations ‎(RN5, TR50 & TR51)‎
• Section_Exhibit Name: Exhibit 28 Appendix B
• Media Type: D
• Archive: Yes

Task description:
Site: New Elk Mine
Page 1 of 2
BULLDOZER WORK
Regrade temporary Ditches at West Portal
Permit Action: Permit Renewal 06 Permit/Job #: C1981012
PROJECT IDENTIFICATI01S
Task #: 651
Date: 5/12/2014
User: JRS
State: Colorado
County: Las Animas
Agency or organization name: DRMS
HOURLY EQU
Basic Machine:
Horsepower:
Blade Type:
Attachment:
Shift Basis:
Data Source:
Cost Breakdown:
IPMENT COST
Cat D9T - 9SU
405
Semi - Universal
NA
1 per day
(CRG)
Abbreviation: None
Filename: C012 -651
Total unit Cost/Hour: $253.73
Total Fleet Cost/Hour: $253.73
MATERIAL OUANTITIES
Initial Volume: 217
Swell factor: 1.125
Loose volume: 244 LCY
Source of estimated volume:
Source of estimated swell factor:
HOURLY PRODUCTION
Average push distance:
Unadjusted hourly production:
1300 ft. D29 & D29B
Operator Estimate
75 feet
1,514.3 LCY /hr
Materials consistency description: Compacted fill or embankment 0.9
Average push gradient: 5%
Average site altitude: 7,500 feet
Material weight:
Weight description:
132 Ibs/LCY
User Provided
CIRCES Cost Estimating Software
Utilization %
Ownership Cost/Hour:
$72.57
NA
Operating Cost/Hour:
$143.16
100
Ripper op. Cost/Hour:
$0.00
0
Operator Cost/Hour:
$38.01
NA
Total unit Cost/Hour: $253.73
Total Fleet Cost/Hour: $253.73
MATERIAL OUANTITIES
Initial Volume: 217
Swell factor: 1.125
Loose volume: 244 LCY
Source of estimated volume:
Source of estimated swell factor:
HOURLY PRODUCTION
Average push distance:
Unadjusted hourly production:
1300 ft. D29 & D29B
Operator Estimate
75 feet
1,514.3 LCY /hr
Materials consistency description: Compacted fill or embankment 0.9
Average push gradient: 5%
Average site altitude: 7,500 feet
Material weight:
Weight description:
132 Ibs/LCY
User Provided
CIRCES Cost Estimating Software