REV92062

• Permit No: C1996083
• IBM Index Class Name: Revision
• Doc Date: 11/17/1999
• Doc Name: BOWIE 2 MINE PR3 DOWNHILL CONVEYOR & PRODUCTION INCREASE PN C-96-083
• From: JE STOVER & ASSOCIATES
• To: DMG
• Type & Sequence: PR3
• Media Type: D
• Archive: No

~i
STRUCTURAL OENOLITION YORK cont'd

sheet 5 a~=.-
I I I I ( MEANS RASEI TOTAL
STRUCTURE / FACILITY / EOU IPNENT DESCRIPTION I OIMENS10N5 { COMPOSITION I QUANTITY I UNIT I UNIT COST ( COST (L:>,
- I - I •-I = -I - -I - - 'I - -
Culvert Removal I I I I I I
- 18" Culverts - 87-5, 87-18, C1-3, C7, { 18"0 x 2433Lin.ft. { CMP ( 2,433 { Lin.FC.I 54.53 { 517,87
C10, G1-2, 04, F1, SAE1 I I I I I I
sAEZ I I I I I I

- 24" Culverts - 011-72, C74, G3, F2 I
124"0 x 293Lin,f [. I I
I CNP I
I 293 I I
Lin.Ft. I
56.42 (
52,0 i~

- 30" Culverts - D1 I
130"D x b1Lin. Ft. I
I CMP I I
I 61 I I
Lin.Ft.l I
58.47 I
f5}

- 36" Culverts C4-5, C73 I
136"D z 584Lin. Fi. I
{ CMP I I
I 584 { I
Lin.Ft.l I
510.72 (
56,T

Power Line Removal I
{ I
{ I I
{ { I
{ I
{
- Remove Poles I N/A I Yood I 42 I Ea. { 5577.00 I 526,91
- Remove Lines, etc. 16,350'
I I Misc.
I I 6,350 I
I I Lin.Ft.l
I f0.40 I
I 52, TZ

DOYNHILL CONVEYOR and ASSOCIATED STRUCTURES I
( I
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I

Conveyor - Portal Bench [o Transfer Tower I
I I
I I I
I I I
I I
I
- Ongrade Portion of Conveyor 1800'L x 48"u ( Steel I 800 ( Lin.Ft.l 516.77 I St4,33
- Elevated Portion of Conveyor 1120'L x 48"Y I Steel I 120 I Lin.Ft.l 533.62 I 54,25
- Footings { 2'x5' on L' Square I Concrete 38 I Ea. I 5107.11 { 54,11
- Tunnel S[ruc cure 19'D x 100Lin.FC. I CMP ( 100 { Lin.Ft.l 564.80 { 56,54

Conveyor - Transfer Tower to Stockpile I
I I
I I I
I { I
{ I
I
- Ongrade Parcion of Conveyor 12280'L x 48"Y I Steel I 2,280 I Lin.Ft.l 516.77 I 540,84
• Eleva ced Portion of Conveyor ( 475'L x 48"Y Steel ( 475 I Lin.Ft. 533.42 I 517,01
- Footings ( 2'x5' on 4' Square { Concrete I l12 I Ea. ( 5101.17 { 512,14 '
- Tunnel Structure 19'D x BOIin. F[. I CMP. 80 I Lin.Ft.{ 564.80 I 55,55

Downhill Conveyor Transfer Tower I
I 1
I I I
I I I
I I
I ~
- Structure 176'xtb'x25' I Sleet I 6,400 I Cu.FC. I 50.20 { 51,3.
- Pad { 76'x16'x8" { Concrete I 256 { Sq.FC. { 54.68 { 57,28
- Footing 17'x2'x64Lin.Ft. I Concrete I 64 I Lin.Ft.l 59.50 { 565

YildLife Structures I
{ (3) 9'D x 100Lin.Ft.
I
I
I
I
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( CMP
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{ 300
I
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I
I
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I Lin.Ft.(
I I
I I
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564.80 I
I
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I
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520,6•&
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f
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i I I
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TAS K SC'R'OTAL - 5h eec 5 5779, 1< II