PERMFILE51749

• Permit No: C1992080A
• IBM Index Class Name: Permit File
• Doc Date: 7/8/2004
• Section_Exhibit Name: Appendix 5-7 Bonding Calculations
• Media Type: D
• Archive: Yes

I Soutb Pit Drill Pad Area I
18• Rough grade area with a Cat D9. ($164.27 x 10 hrs) $ 1,643
19 Haul 5,647 cyd of topsoil from topsoil stockpile #2. Using Cat
980 loader and truck team. $ 6,590
20 Finish grade area with Cat 14G Motor Grader. (3.5 acres) $ 301
21 • Seed, mulch, fertilize (3.5 acres (a) 5800/acre) $ 2,800
Total $ 11,334
DMG Costs (19S% x Direct Costs) $ 2,210
Total Bond Amount $ 13,544
~ Reconstruction of Carbon Junction Canvon ~
Regrade 1040' of upper channel with Cat D9. ($164.27 x t6
hr;) $ 2,628
Excavate channel using Cat 330 hydraulic excavator. Hard
digging section. (3,992 cyd) $ 11,666
Excavate channel using Cffi 330 hydraulic excavffior. Easy
digging section. (3,992 cyd) $ 2,010
Purchase 584 cyd filter material @ $20.25, 864 cyd of D 1.0 rip
rap @ $23.25, SS9 cyd of D1.5 rip-rap @ $23.35, 1,977 cyd of
D L75 Rip-Rap @ $28.25, and 491 cyd of D2.5 RipRap @
~
$35.25. $ 125,732
'i
Place titter mffieriffi using Cffi 330 hydraulic excavator and skid
steer loader. (Cat 330 @ 105.28 and Cat Skid-steer @ 37.27
for 24 hrs) $ 1,000
Place filter material using Cffi 330 hydraulic excavffior.. (Cat
330 @ 105.28 for 173 hrs) $ 18,213
Purchase 9'4" Arch Culvert 85' Long. $ 9,903
Install Arch Culvert and Rip-rap Splash wall a[ outlet. $ 7,000
Surveying Costs $ 4,500
Haul 3,000 cyd of topsoil from Stockpile #2. Using Cat 980
Loader and truck team. $ 2,206
DMG Costs (19.5% x Direct Costs) $ 36,270
Total Bond Amount $ 222,272
Reclamation of Sediment Pond # 2
Task Descripfion Cost
31 * Estimate from Mike Savage (Little Earthwork no recoiling,
reve ion included) S 2,881
Total $ 2,881
DMG Costs (19S% z Direct Costs) $ 562
Total Bond Amount $ 3,443
• Estimate agreed upon by all parties present
•* Costs based on current local prices.