1999-02-05_GENERAL DOCUMENTS - M1977493 ‎(7)‎

• Permit No: M1977493
• IBM Index Class Name: GENERAL DOCUMENTS
• Doc Date: 2/5/1999
• Doc Name: The Nature and Properties of Soils, 8th Edition
• From: Climax
• To: DMG
• Permit Index Doc Type: General Correspondence
• Media Type: D
• Archive: No

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Demob Cost Comparisons for Climax Bond Recalculation
Page 3
mane Projected Cl x
E cili v Designation Dimensions Material Volume /Size Mean's Estimated Unit Costa Estimated/
Unit s Coat j81 actual Cost
7 SH COMPRESSOR HSE- SUPERSTRUCTURE 90'L X 50'W X 28'H STEEL 126000 CU.FT 0.18 $ 22,680 This Bldg.
" " " " - FLOOR(10 "T w /re 90'L X 50'W CONCRETE 4500 SQ.FT 4.73 $ 21,285 was torn
" " " - FOOTING (1.5'T 90' +90' +50' +50' CONCRETE 280 LIN.F 11.4 $ 3,192 down and
" " - HIGH CONCRETE ASSUME 6 "T X 900 SQ.FT CONCRETE 900 SQ.FT 7.08 $ 6,372 reclaimed w/
" " " - ASBESTOS REMOVA NA ASBESTOS 1 ESTIM 20006 $ 20,006 No. 7 Shaft
ARKANSAS PUMP HOUSE - SUPERSTRUCTURE 20'L X 20'W X 14'H STEEL 5600 CU.FT 0.18 $ 1,008 0.13 $ 728
" " - FLOOR (10 "T w/w 20'L X 20'W CONCRETE 400 SQ.FT 4.32 $ 1,728
" " - FOOTING (1.0'T 20' +20' +20' +20' CONCRETE 80 LIN.F 8.7 $ 696
5 SHAFT HOIST HSE - SUPERSTRUCTURE 90'L, X 40'W X 38'H STEEL. 136800 CU.FT 0.18 $ 24,624 Demolished $
IV " WV " - FLOOR (12 "T w/r 90'L X 40'W CONCRETE. 3600 SQ.FT 5.52 $ 19,872 1996
" IV - FOOTING (2.0'T 90'490' +40' +40' CONCRETE 260 LIN.F 16.26 $ 4,228
- ASBESTOS REMOVA NA ASBESTOS 1 ESTIM 19265 $ 19,265
5 SHAFT HEADFRAME - SUPERSTRUCTURE 57'L X 75'W X 106'H STEEL 453150 CU.FT 0.18 $ 81,567 0.13 $ 58,910
• - FLOOR (12 "T w/r 57'L X 75'W CONCRETE 4275 SQ.FT 5.52 $ 23,598
- FOOTING (2.0'T 57' +57' +75' +75' CONCRETE 264 LIN.F 16.26 $ 4,293
• - ASBESTOS REMOVA NA ASBESTOS 1 ESTIM 19498 $ 19,498
STK WST WTR TRT PLT - SUPERSTRUCTURE 96'L X 28'W X 15'H STEEL 40320 CU.FT 0.18 $ 7,258 0.13 $ 5,242
" " " " " - FLOOR (10 "T w/r 96'L X 28'W CONCRETE 2688 SQ.FT 4.73 $ 12,714
" " " " - FOOTING (1.5'T 96' +96' +28' +28' CONCRETE 248 LIN.F 10.45 $ 2,592
" " " - ASBESTOS REMOVA NA ASBESTOS 1 ESTIM 11718 $ 11,718
6 CRUSHER SWCH HSE - SUPERSTRUCTURE 80'L X 38'W 15'H STEEL 45600 CU.FT 0.18 $ 8,208 0.13 $ 5,928
" " " - FLOOR (10 "T w/r 80'L X 38'W CONCRETE 3040 SQ.FT 4.73 $ 14,379
" " " - FOOTING (1.5'T 80' +80' +38' +38' CONCRETE 236 LIN.F 10.45 $ 2,466
BULK FUEL TANK - SUPERSTRUCTURE 40K g 35'L X 35'W X. 25'H STEEL 30625 CU.FT 0.18 $ 5,513 Demolished $
- FLOOR (10 "T pla 35'L X 35'W CONCRETE 1225 SQ.FT 3.8 $ 4,655 1998
- FOOTING (1.5'T 35' +35' +35' +35' CONCRETE 140 LIN.F 9.5 $ 1,330
2 CRUSHER MAINT SHP- SUPERSTRUCTURE 97'L X 50'W X 76'H STEEL 368600 CU.FT 0.18 $ 66,348 0.13 $ 47,918
" - FLOOR (12 "T w/r 97'L X 50'W CONCRETE 4850 SQ.FT 5.52 $ 26,772
" - FOOTING (2.0'T 97' +97' +50' +50' CONCRETE 294 LIN.F 16.26 $ 4,780
Note: This table was developed using data from DMG's Worksheet M493 -4 + actual Cyprus Amax project costs. 10 -9 -97
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