PERMFILE60472 - Laserfiche WebLink

Home Browse Search

Colorado Nined Land Beclamation Division I• BSTIMATINC F08N - STBUCTUBAL DBNOLITION NO6H sheei 1 of 7 Task No.: 43 Permit No.: C-80-007 Prepared by : TDO Filename : 0001-43.GB1 Date 15-tlay-92 Operation Went Blk Niae Permitting action Permit 8enewal Task description :Demolish A remove all on-site etructurea, facilities, equipment, materials A debris NBANS Location Adjustment: 102.50X of base unit coats - NBAN9 SITB G08B A LANDSCAPB COST DATA : 1992 Bdition ; ; ; ; NBAN9 BASS; AD3USTBD STBUCTUBB 1 FACILITY / BflUIPNBNT DBSCBIPTION ; DINBNSIONS ; CONPOSITION ; QUANTITY ; UNIT ; UNIT COST ; TOTAL COST Shop/Narehouse - superstructure ; BO'L,i 60'G,i 28'H. ; Steel ; 134,400 cu.ft. ; 50.17 ; 523,419 ° - floor ( 8°D. N/rode( ; BO'L.z 60'G, ; Concrete 4,800 ; eq.ft. ; 53.61 ; S17,T61 " - footing (8 1'G.i 2'H.) ; 80'+80'+60'+60' Concrete ; 280 lin.ft.; 58.33 ; !2,391 3 sided bldg. - superstructure 110'L.s 40'G.i 15'H. Steel ; 66,000 ; eu.ft. ; 50.17 ; (11,501 ' - floor ( 6"D. N/rods) ; 110'L.t 40'G. ; Concrete ; 4,400 ; sq,ft. ; 52.89 !13,034 ' - footing {B 1'G.i 2'8.( ; 110'+110'+40'+40' Concrete ; 300 ; lin,ft.; $8,33 ; 52,561 Surface shop - superstructure ; 75'L,i 55'G.i17 ,S'H. ; Steel ; 72,2TS cu.ft. ; 50.17 ; l12,S94 ' - floor ( 8'D. Nlrods( 75'L,t 53'G, Concrete 4,130 ; sq.ft. 41.61 !15,282 " - footing (8 1'G.t 2'H.) ; T5'+75'+55'+55' ; Concrete ; 260 ; lin.ft.; 58.33 ; f2,220 Fire b1dg,N.brkt. - superstructure ; 14'L.z10.5'G,i 8'B. ; Steel ; 1,176 ; cu.ft. ; fO.IT (205 ° - floor ( 6'D. N/LndB{ ; 14'L.i10.5'G, ; Concrete ; 147 ; sq.ft, ; 52.89 ; 5475 e " - footing 18 1'G.i 2'H.) ; 14'+14'+10.5'+10 ,5' ; Concrete ; 49 ; lin.ft.; 58.33 ; f418 Crusher tower - superstructure 46'L.z 44'G.s 66'H. ; Steel ; 133,584 ; cu.ft, ; 50.17 ; $23,277 " - floor (12'D. Nlroda) ; 46'L,t 44'G. ; Concrete 2,024 sq,ft. ; 15.78 ; !11,991 ' " - footing (8 2'G.t 3'8.(; 46'+46'+44'+44' ; Concrete ; 180 ; lin,ft.; f14.30 32,638 Takeup tower - superstructure ; 25'L.i 21'G.s 23'8. ; Steel ; 12,167 cu,ft. ; 30.17 ; 32,120 ' - floor (12"D. N/rods( ; 25'L.i 21'G. ; Concrete 529 aq.ft, ; 55.78 f3,134 " - footing (8 2'G,i 3'H.) ; 25'+2S'+21'+21' Concrete ; 92 ; lin.ft.; $14.30 ; 41,348 Old sewer plant - superstructure ; 55'L.i 20'G.i 14'H. ; Steel ; 15,400 cu.ft. ; 50.17 ; f2,683 ° - floor ( 6"D. N/rods( ; 55'L.i 20'G. ; Concrete ; 1,100 ; aq.ft. ; 52.89 ; 53,258 ' - footing (8 1'G,i 2'H.) ; 55'+55'+20'+20 ; Concrete ; 150 ; lin.ft.; 58.33 ; 51,281 NCC-S - superstructure ; 15'L.i 10'G.i 8'H. Steel 1,200 ; eu.ft. SD.17 ; 3209 ' - floor ( 6°D. Nlrods( 1S'L,i 10'G, Concrete ISO ; sq,ft. ; f2.89 ; 5444 " - footing (41 1'G.i 2'H.( 15'+15'+10'+10' Concrete ; SO lin.ft „ (8,33 5427 NCC-2 - superstructure ; 12'L,i 8'G.i 8'A. ; Stee! ; 960 ; cu.ft. ; (0.17 ; f161 ' - floor ( 6°D. w/rods( 12'L.i 8'G. ; Concrete ; 120 ; sq,ft, 52,89 ; 2355 " - footing (i! 1'G.i 2'N.( 12'+12'+8'+8' Concrete ; 40 ; lin.ft.; 18,33 ; 5342 Fire b1dg.N. silo - superstructure ; 10'L.i 10'G,z 9'H. ; 9tee1 ; 900 ; cu,ft. 10.11 ; 1157 ° - floor ( 6"D. x/rods 10'L,z 10'G. Concrete 100 ; sq.ft. ; f2.89 ; 3296 ' - footing (8 1'G.i 2'B,( 10'+10'+10'+10' Concrete ; 40 ; lin.ft.; f8.33 ; 1342 Dater intake bldg.- superstructure ; 14'L,i 14'G.i 12'H. ; Steel ; 2,352 ; cu.ft. ; 20.17 ; (410 " - floor ( 6°D. w/rods ; 14'L.i 14'G. Concrete ; 196 sq.ft. ; f2.89 ; 4581 " - footing (8 1'M.i 2'N.( 14'+14'+14'+14' ; Cnncrete S6 ; lin,ft.; $8.33 ; 5478 Train loadout - superstructure 39'L.i 22'G.z Ed'H. ; Steel ; 20,664 cu.ft. 50.17 53,601 " - floor (12"D. Nlrods) 39'L,i 29'N, Concrete ; 861 ; sq.ft. ; 25.78 ; !5,101 " - footing 19 2'M.i 3'H,I ; 39'+39'+22'+22' ; Concrete ; 122 ; lin,ft,; 514.30 ; 21,788 `rash dumpster - back A side Nalls (8"D,(; 8'N. s(10'+10'+1 9,5'{ ; Concrete ; 316 sq.ft, ; 36,82 ; SZ,209 " - floor slab (8"D.(; 19,5'L. t 10'G, ; Concrete ; 195 ; sq.ft. ; 53.61 ; 3122 - ------------ -------- ------------ ------------- TASB --------- SUBTOTAL ----------- - sheet 1 ------------ (171,192