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STRUCTURAL DBtlOLITION NOSH cont'd
<br />sheet 2 of 7
<br /> ; ; ; tlBANS BASB; TOTAL
<br />~TRUCTDBB / FACILITY / BAUIPNBNT DB9CBIPTION ; DItlBN3I0N3 ; CONPOSITION ; QUANTITY ; UNIT ; UNIT C09T ; COST (4I
<br />
<br />CONVBYOflS: flan of nine conveyor ; 1 9 1,100'Li10'Ns12'B. ; Steel ; 1,100 ; lin.ft.; 530,00 ; 433,825
<br />" Transfer conveyor ; 1 8 100'G,t10'M.i12'H. ; 9tee1 ; 100 ; lin,ft,; !30.00 ; 53,075
<br />' Silo to silo conveyor ; 1 8 ISO'L.s10'N,t12'fl. ; Steel ; 150 ; lin.ft,; 530.00 ; f4,613
<br />° Breaker to silo conveyor ; 1 8 80D'L.s10'N.s12'fl. ; Steel ; 800 lin.ft.; 430.00 524,600
<br />" Silo to loaduut conveyor (over hwy ; 1 N 500'L.i12'N.s12'H. Steel 500 ; lin.ft.; 4110.00 ; !56,375
<br />' Overhead stacker conveyor segments ; 1 8 882'L.s10'N.s12'H, Steel ; 882 ; lin.ft.; !30.00 ; 127,121
<br />" Heclain tunnel conveyor ; 1 A 960'L.s10'N.i12'H. Steel ; 960 ; lin,ft.; 435,00 ; 434,440
<br />" Overhead conveyor supports ; total -all supports ; Steel ; 56,111 ; cu.ft. ; 40.11 ; 49,777
<br />" Overhead conveyor spt. foundations ; total -all foundations ; Concrete ; 1,633 ; sq.ft. 414.30 523,936
<br />Reclaim tunnel -roof (12"D. w/rods( ; 1 8 12'N.s742'L.t12`D. ; Concrete ; 8,304 sq.ft. ; $5,78 ; $52,752
<br />" - walls (12"D, x/avg.reinf.l 2 N 13'fl,s742'L,s12°D. ; Concrete ; 19,292 ; sq.ft. ; 59.54 ; $188,647
<br />" - floor (12"D, w/rods) 1 8 12'N.t742'L.t12°D. ; Concrete ; 8,904 sq,ft. 45.78 ; 552,752
<br />' - footing (Q 2'N.s 3'B.( ; 612'+612'+12'+12' ; Concrete ; 1,308 ; lin.ft.; 514.30 ; f22,104
<br />° - escape tunmel d vent. fan ; 1 8 48"dia.i 65'L. ; Steel ; 65 ; lin.ft.; (23.39 ; 51,558
<br />Stacking tutee topside discharge structures 3 N 15'L.t1S'N,t33'H. ; Steel ; 22,275 ; cu.ft. ; $O.1T ; 43,881
<br />Stacking tutees 3 N 12'dia.t92'8.s8'D. ; Concrete ; 10,405 ; sq.ft. 56.82 ; $T 2,736
<br />Silo 41 -concrete superstructure (hvy.reinf. 60'dia.t 145'H.t 12'D. ; Concrete ; 27,332 ; sq.ft, ; 510.40 ; 5291,359
<br />" - topside conveyor transfer bldg. ; assume 20'Ls20'Ni30'fl ; Steel ; 12,000 ; eu.ft. ; 80,17 ; f2, 091
<br />" - concrete pad ; 60'dia.t 12"D. ; Comctete ; 3,100 sq.ft, ; 55.78 ; 518,366
<br />" - concrete footer ; 188.5'circ.8 2'N,23'fl. ; Concrete ; 189 ; lin,ft.; 514,30 ; 52,763
<br />Silo 42 - concrete superstructure (hvy.reimf, ; 80'dia,t 175'H.t 12'D, ; Concrete 44,000 sq.ft. ; 510.40 4469,040
<br />" - topside conveyor tramsfer bldg. ; assume 20'Lt20'Nt30'H ; Steel ; 12,000 ; cu,ft. ; 40.17 52,091
<br />' - concrete pad ;
<br />• " " -concrete footer ; 80'dia,t 12"D.
<br />251.3'circ.8 2'N,t3'fl. ; Concrete
<br />Concrete
<br />; 5,530
<br />281 ; sq.ft. ;
<br />lin.ft.; S5.T8 ;
<br />514.30 ; 532,762
<br />43,683
<br />Silo pad cony, supt. protect. wall-structure ; ? ; Steel ; 70,558 ; cu.ft. ; 40.17 412,295
<br />Silo pad cony, supt. protect. wall-foundation ? ; Concrete ; 439 ; aq.ft. 410.40 ; f4,893
<br />S. Culch Fan Fac. - superstructure ; 120'L.i 20'N.i 10'8. ; Steei ; 24,000 eu.ft. ; f0.17 ; 44,182
<br />" - floor (12°D. wlrods( ; 120'L,z 20'N, ; Concrete ; 2,400 ; sq.ft. ; J5,78 ; !14,2(9
<br />° - footing (B 2'N,t 3'fl.J ; 120'+120'+20'+20' ; Concrete ; 280 ; lin.ft.; f14.30 ; !4,104
<br />Old Portal 8, Fan - superstructure N/A -renoved from site ; ; ; ;
<br />° -floor (12°D, wlrods) ; 40'L.s 25'N. ; Concrete ; 1,000 aq.ft. ; SS.78 ; 45,925
<br />° -footing (N 2'N.s 3'H.(; 40'+40'+25'+25' ; Concrete ; 130 ; lin.ft.; 414.30 ; 41,905
<br />Office/Bathhouse -superstructure ; 115'G.t 99'N.t 28.7'A ; Steel ; 326,750 ; cu.ft. ; 40.17 ; 556,936
<br />° - floor ( 6°D. w/rods( ; 115'L.t 99'N. ; Concrete 11,385 ; sq.ft. ; 52.89 ; 439,725
<br />" - footing (fl 1'N.t 2'B.( ; 113'+113'+ 99'+ 99' Comcrete 428 ; lin,ft.; 38.33 ; 43,654
<br />New adnin. bldg. -superstructure ; N/A-part of 0/B bldg, ; ; ; ;
<br />' - floor ( 6"D. w/rode( ; NIA-part of 0/B bldg. ; ; ; ; ;
<br />" - footing (A I'N.i 2'H,( NlA-part of OIB bldg, ; ; ;
<br />New N.trtmt.plant - superstructure ; 30'L.s 24'N.i 16'8. ; Steel ; 11,520 ; cu,ft, ; 40.17 ; f2,001
<br />' - floor ( 6"D. wlrods 30'L.2 24'N. ; Concrete ; 720 ; sq.ft. ; 42.89 ; 42,133
<br />' - footing (8 1'N,t 2'fl.l ; 30'+30'+24'+24' ; Concrete ; 108 lia.ft,; 48.33 ; 4922
<br />Breaker facility -superstructure ; 20'L.s 18'N.t 40'H. ; Steel 14,400 ; cu.ft. ; f0,17 ; (2,509
<br />' - floor ( 12"D. wlrods( ; 20'L.t 18'N. Concrete ; 360 ; sq.ft. ; 15.78 ; 52,133
<br />° - footing (8 2'N,t 3'H.(; 20'+20'+18'+18' ; Concrete ; 76 ; 1in.ft.; f14.30 51,114
<br />Bmploaivea nag. - superstructure ; 5'L.s 5'N,z 4'H. ; Steel ; 100 ; cu,ft, ; 40.11 ; !17
<br />" - floor ( 6°D. w/rods) ; N/A -skid ntd. nc pad ; ;
<br />' - footing (B 1'N,s 2'R.( ; N/A -skid mtd. no pad ; ; ; ; ;
<br />Cap nagasine - superstructure ; 5'L.s 5'N,s 4'H. ; Steel ; !00 cu.ft. ; 40.17 ; 417
<br />' - floor ( 6"D. w/coda( ; N/A -skid mtd. no pad ; ; ; ; ;
<br />- footing (8 I'N.t 2'H,(
<br />------------------------------------------------ N/A -skid std, no pad
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<br />TASB ---------
<br />SUBTOTAL ------------
<br />- sheet 2 : -----------
<br />41,587,039
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