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REV88393
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REV88393
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Entry Properties
Last modified
8/25/2016 3:10:33 AM
Creation date
11/21/2007 10:41:58 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977342
IBM Index Class Name
Revision
Doc Date
4/10/1998
Doc Name
Revised Reclamation Cost Estimate
From
DMG
To
CLIMAX MOLYBDENUM CO
Type & Sequence
AM3
Media Type
D
Archive
No
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<br /> <br /> sheet 1 of 2 <br />ColO[ado Division of Minerals and Geology <br />ESTIMATING FORM - STRUCNRAL DEMOLITION WORK <br />cask No.: 1 Prepared Dy ACS <br />Permit No.: M-77-742 Filename M742-1 <br />Date 10-Apr-98 <br />__________________ Operation Henderson Mi11 <br />____________________ <br />____________ <br />Permitting action Amendment AM-Ol <br />Task description : Demolish conveyor <br />MEANS Location Adjustment: 107.20t of base unit costs - MEANS SITE WORK 6 LANDSCAPE COST DATA 1997 Edition <br /> I ~ ~ MEANS BASE ~ AD.NSTED <br />STRUCiVRE / FACILITY / EQUIPMENT DESCRIPTSON I DIMENSIONS I COMPOSITION ~ QVANTITY ~ UNIT ~ UNIT COST ~ TOTAL COST <br />Overland sections of PO conveyor (includes I 18676'L x 6'W x 6'H ~ Steel ~ 18,676 I lin. fc.~ 511.34 ~ 5227,034 <br />cost foc of faire ]Henderson landfill) I I ~ I ~ ~ <br />disposal of SOO0 concrete ties 9 9'2" x 7^ I I I ~ I I <br />x 9• or 148 total cubic yards] I I ~ I <br />I I I <br />~ I <br />~ <br />Elevated sections of PC3 conveyor I I <br />I 2877'L x 5'W x 6'H ~ Steel I 2,877 I <br />I lin.ft.I 528.35 I 587,435 <br /> <br />Elevated conveyor support structure I I <br />I 2877'L x variable N6H I <br />I I <br />Steel ~ <br />I 6]3,130 ~ <br />I I I <br />ou.ft. ~ <br />I 50.17 ~ <br />I I <br />5115,782 <br />Drive building I 80'H x variable W6L I <br />~ Steel I 254,190 I <br />I ~ cu.fc. <br />~ I 50.17 I <br />I 546,314 <br />Drive building foundation I <br />I 10"T W/ rebar I <br />I I Concrete I 3.177 I <br />~ I sq.ft. I 54.77 I <br />~ ~ 516,308 <br />Drive building footing I 2'T x 3'W ave. reinf. I Concrete I 286 I <br />I lin.ft. I 515.4fi ~ <br />1 59,732 <br />Snow Shed ~ I <br />I 10"i x 119,680 eq. ft. I <br />I ~ <br />I I <br />I I <br />I I <br />~ I <br />I ~ <br />I I <br />I I <br />I ~ <br />I I <br />I I <br />I ~ Concrete I <br />I 119,680 1 <br />I ~ <br />~ I <br />~ I <br />I ~ <br />I ~ <br />~ I <br />I ~ <br />I I <br />~ I <br />I ~ <br />I ~ <br />~ I 9q.ft. I <br />~ 59.91 1 <br />I I <br />I ~ <br />I I <br />I I <br />I ~ <br />~ ~ <br />I I <br />I I <br />~ ~ <br />I I <br />I I 51,271,423 <br /> I I <br />I I <br />I ~ <br />~ I <br />I ~ <br />I I <br />I <br />I ~ <br />I I <br />I I I I <br />~ ~ <br />~ I <br />I ~ <br />~ I <br />I I <br />~ ~ <br />~ I <br />~ I <br />I I <br />TASK I I <br />I I <br />I ~ <br />~ ~ <br />I I <br />~ ~ <br />~ I <br />I ~ <br />~ ~ <br />I I <br />SUBTOTAL - aheec 1 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />,768,428 <br />
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