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<br />STRUCTURAL DEMOLITION 40RK con t'd <br />I <br />STRUCTURE i FACILITY / EOUIPNENT DESCRIPTION I <br />DINE N$IONS <br />_ ___1 <br />New Truck Loadout, Coal RecL ai m, etc. I ====v====v==v=====v <br />I <br />Reclaim Conveyor I <br />- Ongrade Portion of Conveyor ( 395'L x 42"4 <br />- Elevated Portion of Conveyor 1 180'L x 42"4 <br />- Foc':i ngs ~ 2'x5' on L' Square <br />- iurnel Structure ( 9'D x 180' <br />I <br />Loadout Reclaim Stacker tube I <br />- Strut cure 1 20'x20'x20' <br />• Tube 1 12'D x 120'N <br />- Footings ( 20'x20'x3' <br />Loadout Storage Stacker I <br />• Structure 1 20'x20'x20' <br />- Tube ( 72'D z 100'N <br />- Footings ( 20'z20'x3' <br />I <br />Coal Loadout Bin I <br />• Structure 1 25'x25'z75' <br />- Footings ( 1'x2'x100lin.f t. <br />I <br />Coal Reclaim Tunnel I <br />• Twnel ~ 13'D x 160Lin.Ft. <br />• 42" Escape Tube 1 42"D x 160Lin.Ft. <br />- Fari Housing Building I b'xb'x8' <br />I <br />Loadout Substation I <br />- Strut cure ( 20•x20'x 10' <br />- Floor ~ 20'x20'x8" <br />- Footing 1 1'z2'xBOLi n.Ft. <br />- Tr;Insformer I N/A <br />- Fencing I <br />I ZS'x25'x25'x25' <br />Remove Structure a[ Vent Shaft I <br />• Lap Slab 1 2G'x24'x8" <br />- South 4ingwall ( 47'x10"x5.5' <br />- North Vingwall 1 67'x10"x5.5' <br />- South Stermrall 1 31'x10"x10' <br />• North Stemuall 1 37'x10"x10' <br />- nest StemwalL ~ 2?'x10"x10' <br />- Ninguatl Footers I SC'x4 .66'x10" <br />- Fan and Evase ~ EB'z18'x18' <br />- Shaft House 131'x29•x12' <br />I <br />I <br />I <br />I <br />I <br />sheet 6 0 <br />I I I I MEANS BASEJ TOTC„ <br />I COMPOSITION I QUANTITY J UNIT I UNIT COST I COST f= <br />1=====---===== <br />I <br />I 1==========1= <br />I I <br />I I ===°===1=====_°====1= <br />I I <br />I I ====__ <br />I <br />I Steel I I <br />~ 395 J I <br />Lin.Ft.l I <br />516.71 J <br />S7,u <br />I Steel I 180 I Lin.Ft.l 533.42 I 56_4 <br />I Concrete I 24 I Ee~. I 5101.11 I 52,: <br />I CMP <br />I I 1A0 ( <br />I I lir.Ft.l <br />~ 164.80 J <br />I 512,`. <br />I <br />I Steel i I <br />I 8,000 J I <br />Cu.F[. ( I <br />50.20 ( <br />11, <br />I [cnorete I 4,524 I Sq.Ft. I 518.70 J 590,- <br />J Concrete <br />I I 400 I <br />I I Sq.Ft. J <br />I 513.55 I <br />I f`.•,- <br />I <br />I Steel I I <br />I 8,000 I I <br />Cu.Ft. I I <br />50.20 ( <br />St, <br />J Concrete J 3,758 J S'a. Ft. J 518.70 J 57:~,~ <br />I Concrete <br />I I 400 J <br />I I Sq. Ft. I <br />I 313.55 J <br />I S5 ,' <br />I <br />( Steel I I <br />I 46,875 I I <br />Du.F[. J I <br />50.20 I <br />51(~,r <br />I Concrete <br />I I 100 J <br />~ I Lin.Ft.l <br />I 59.50 I <br />I St, <br />I <br />I Steel I I <br />~ 160 I I <br />Lin.Ft.l I <br />593.60 J <br />Sti•,: <br />J CMP I 160 J Lin.f [.I 517,51 I 5:~,~ <br />( Concrete <br />I ( 288 ( <br />I I Cu.Ft. J <br />I 50.25 ( <br />I <br />I <br />J Steel ~ I <br />I 4,000 I I <br />Cu.Ft. ( I <br />50.20 J <br />St <br />I Concrete I 400 I '-q.Ft. I 54.68 I 5.•,' <br />I Concrete I 80 J Lin.Ft.l f9.50 I L <br />J N/A J I J E:a. I 5500.00 J S; <br />( Chain Link <br />I I 100 J <br />I I l.i n.Ft.l <br />I 51,75 I <br />I S <br />I <br />I Concrete I I <br />I 576 ( I <br />:q.Ft. J I <br />54.68 I <br />5:', <br />I Concrete I 259 ( 'Sy.Ft. I 510.56 I 5',' <br />I Concrete I 259 1 1iq.FC. I 60.56 I 52, <br />Concrete I 310 ~ Sq.FC. I 510.56 I 5'-, <br />Concrete ~ 310 I 'it1.Ft. I 510.56 I !', <br />I Concrete I 270 I iq.Ft. I 510.56 I 5-, <br />I Concrete I 1J0 J _in.Ft.l SII.SO I S'., <br />~ Steel I 22,732 I Cu.Ft. I E0.20 I !, <br />I SceeL <br />I <br />I <br />I ~ 10,788 I <br />I I <br />I ~ <br />I I Cu.FC. ~ <br />I <br />I <br />I 50.20 I <br />I <br />I <br />I !, <br />I I I <br />I I I <br />I I I I <br />I <br />I I <br />I <br />I <br /> PASK SUBTOTAL - sheet 6 52i 1, <br />