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STBUCTUBAL DBNOLITION YOBB cont'd
<br />• STBUCTUflB / FACILITY 1 BpUIPNBNT DBSCBIPTION ;
<br />STOBACB TANGS d ASSOCIATED ITBNS: ;
<br />Yater storage tank- superstructure (surface) ;
<br />" -floor ( B°D. x/rods) ;
<br />" -footing (B 1.S'4.z 3'B.) ;
<br />Fuel storage bldg.- superstructure (surface) ;
<br />" -float ( 8"D, w/rods) ;
<br />" -footing (fl 1.S'Y.t 3'B.)
<br />Fuel storage rants- superstructure (surface) ;
<br />@ock dust hin - superstructure (surface) ;
<br />' - floor ( 8"D. w/rods) ;
<br />' - footing (4 1.5'Y.i 3'H.) ;
<br />Waste oil tank - superstructure (surface) ;
<br />H8Eardem8 waSteB - prat llp ;
<br />' - sampling A analysis ;
<br />' - transportation to dump ;
<br />' - dumpsite disposal charges
<br />NISCBLLANBOUS ITBNS: ;
<br />Cuard ahact - superstructure (skid mtd)
<br />Office trailers - superstructure (portable) ;
<br />Substation - superstructure (portable)
<br />" - floor ( 8'D. w/coda) ;
<br />' - footing (8 1.8'4.2 3'B.) ;
<br />Hoed retaining wall (keystone block type) ;
<br />Chain list fence ;
<br />Barbed wire Pence (reference area enclosure) ;
<br />Powerline ;
<br />fload pavement ;
<br />Railroad track - rails A track ;
<br />' -ballast ;
<br />flemaining materials, supplies, A debris ;
<br />ADDED 8/13/92 per operator response: ;
<br />0/8 Att. Garage - superstructure ;
<br />' - floor ( 6"D. w/rods) ;
<br />' - footing (8 1'4.2 2'H.) ;
<br />New Yhae. Addit. -superstructure ;
<br />° - floor ( 6'D. wlrods) ;
<br />" - footing (fl 1'Y.t 2'B.) ;
<br />New Skop - superstructure
<br />° - floor ( 9'D. w/rods) ;
<br />' " - footing (4 1'4.t 2'H.) ;
<br />° - entry apron (8'd, w/rods) ;
<br />Shop Park Slah (6"d. w/rods) ;
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<br />• CONCBBTB DISPOSAL - all concrete iteas ;
<br />skeet 7 of 7
<br /> ; ; ; ; MBANS BASE; TOTAL
<br />DIMBNSIONS ; COMPOSITION ; QUANTITY ; UNIT ; UNIT COST ; COST ISI
<br />, ~ ,
<br />
<br />36'diam. i 24'H. ,
<br />; Steel ;
<br />24,432 ;
<br />cu.ft. ; ,
<br />lD.17 ;
<br />S4,2S7
<br />36'diam. ; Concrete ; 1,018 ; aq.ft. ; 53.61 ; !3,767
<br />36'diam. Concrete ; 113 ; lin.ft.; 812.53 ; 51,451
<br />? Steel ; 50,601 ; cu.ft. ; !0.11
<br />? ; Concrete ; 3,873 ; sq.ft. ; 53.61
<br />? ; Concrete ; 728 ; lin.ft.; f12.53
<br />assume 9 Y 8'dia.210'L ; Steel ; 2,011 ; cu.ft. ; 50.17
<br />10'L,t 10'Y,t 24'H. Steel 2,400 ; cu,ft. ; f0.1T
<br />10'L.2 10'4, ; Concrete ; 100 ; sq.ft. ; 53.61
<br />10'+10'+10'+10' ; Concrete 40 ; lin.ft.; 512.53
<br />assume 6'diam, t 5'8. ; Steel ; 139 cu.ft. ; f0.17
<br />assume 20 S5ga1. drums ; NJA ; 8 ; hour ; 588.00
<br />° ; N/A ; 1 ; cntrct.; 93,000.00
<br />' ; NIA ; 300 ; mile ; 54.00
<br />° ;
<br />, N/A ; 4.5 ;
<br />~ ton ;
<br />, 8280.00
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<br />12'L.i 12'Y,i 10'8. ; Steel/Mood ; 1,440 ; cu.ft. ; 50.17
<br />tt1.=230'L.s60'Y.iB'H. ; Steel/Mood ; 110,400 ; cu,ft. ; SO.1T
<br />50'G.t SO'Y.z 20'H. Steel ; 80,000 ; cu.ft. SO.1T
<br />80'L.z 50'4. Concrete ; 4,000 ; aq.ft. ; !3.61
<br />80'+80'+50'+50' ; Concrete ; 260 lin.ft.; 512.53
<br />assume 451'L. i10'H. ; Concrete 4,510 sq.ft. ; 49.54
<br />8'H. t T,200'L. ; Steel T,200 lin.ft,; 50.93
<br />N(A -Not constructed ; ;
<br />5,000 linear ft. Yood/Cable ; 8,000 ; lin.ft.; f1.T2
<br />10,369'L. i 20'4, ; Macadam 23,042 ; sq.yd. ; 52.flT
<br />4,100 linear ft. Yood/Steel ; 4,100 ; lin.ft.; 510.09
<br />4,100'G.r31.5'N.i1.5'H ; Crave! ; 1,175 ; cu. pd. 52.22
<br />assume 250'Lz100'Y25'H ;
<br />, N/A ; 125,000 ; cu.ft. ; 50.17
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<br />5T'L.z 32.5'4.2 12'H ; Steel ; 22,914 ; cu.ft. ; 50.17
<br />5T'L.i 32.5'4. ; Concrete 1,852 ; eq.ft. 52.89
<br />57'+57'+ 32.5'+ 32.5' ; Concrete 179 ; lin.ft.; 18,33
<br />72.7'L.i18.3'Y.i10.5'B ; Steel 13,969 ; cu.ft. ; lO,1T
<br />72.7'L.t 18.3'N. ; Concrete ; 1,330 ; sq.Yt. ; 52.89
<br />72.1't72.T'+18.3'+18.3 ; Concrete ; 182 ; lin.ft.; 58.33
<br />180'L. s 60'4. t 28'H. ; Steel ; 302,400 ; cu.ft. 10.17
<br />180'L, t 60'4, ; Concrete 10,800 ; eq,ft. ; 53.61
<br />18D' t 180'+ fiD't 60'
<br />30'4. s 180'L.
<br />200'L. s 28'4.
<br />Concrete
<br />Concrete
<br />Concrete
<br />480
<br />3,600
<br />5,000
<br />ldn.ft.; 58.33
<br />sq.ft. ; f1.61
<br />aq.ft. !2,89
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<br />58,817
<br />!14,338
<br />89,311
<br />5350
<br />5418
<br />5370
<br />fSl4
<br />523
<br />5722
<br />S3,OT5
<br />(1,230
<br />!1,183
<br />5281
<br />!19,237
<br />513,940
<br />514,801
<br />f3,339
<br />!44,101
<br />56, 963
<br />514,104
<br />867,784
<br />442,403
<br />)16,327
<br />)21,781
<br />53,993
<br />fS,486
<br />51,528
<br />52,434
<br />f3,940
<br />51,554
<br />882,693
<br />539,963
<br />54,098
<br />!13,321
<br />514,811
<br />on-site disposal rates Concrete ; 7,682 cu.pd. ; 54.99 ; 539,293
<br />TASK SUBTOTAL - sheet 7 : 5497,844
<br />TOTAL COST - sheets 1 through 7:42,751,269
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