STEEL COLUMNS AND BEAMS Sample Clauses

STEEL COLUMNS AND BEAMS. Welded beams in single lengths with flat section bearer and connection plates bolted to concrete columns 1 120 x 120 x 4mm SHS columns t 0.10 2 152 x 4.0mm circular hollow columns t 0.60 3 200 x 150 x 4.0mm rectangular hollow section columns t 0.30 4 IPE 180 Beam t 0.75 5 60 x 60 x 6mm knee bracing t 0.40 Carried to Collection R Section 2 Bill No. 10 Structural steelwork Amount 6 70 x 70 x 6mm horizontal angle section bracing t 0.95 7 114mm diameter x 3mm thick CHS bracing connected to rafter t 0.03 8 Round sag rods with threaded ends t 0.05 9 425 x 140 x 6mm thick plate at intersection of bracing including holes and 4No M16 Grade 8.8 bolts No 70 10 450 x 250 x 6mm thick plate welded to steel rafter including holes and bolts sizes 4No M20 Grade 8.8 bolts and 4NO M16 Grade 8.8 bolts No 70 11 394 x 150 x 6mm thick plate welded to 114 diameter bracing including holes and 2No M20 Grade 8.8 bolts No 50 Bolts to columns, beams, etc 12 M16 bolts grade 8.8 No 200 13 M20 bolts grade 8.8 No 120 14 M16 bolts using 16mm Hilti HST stud anchors 200mm long with domed nut and washer including mortice in concrete No 50 STEEL TRUSSES ETC Design, supply, fabricate and erect "MITEK" or equal approved engineered light weight "ULTRA-SPAN" steel trusses, designed by professional and erected by licensed and approved fabricator and erector 15 Truss member, 100 x 100 x 8mm angle section top chord t 2.37 16 Truss member, 90 x 90 x 8mm angle section bottom chord t 2.12 17 Truss member, 60 x 60 x 6mm angle section diagonal t 1.27 18 Truss member, 70 x 70 x 6mm angle section vertical t 0.86 19 Truss member, IPE 180 Xxxxx beam t 8.70 Steel members to roof canopy 20 100 x 100 x 3.0mm square hollow section t 0.46 Carried to Collection R Section 2 Bill No. 10 Structural steelwork 21 30 x 30 x 3mm angle section t 0.05 22 IPE-AA 200 support beam t 0.22 23 Truss member, 70 x 70 x 6mm angle section vertical t 0.86 24 Truss member, IPE 180 Xxxxx beam t 8.70 25 50 x 50 x 3mm angle section along roof t 0.45 26 M20 high tensile stainless steel rods t 0.10
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STEEL COLUMNS AND BEAMS. Welded columns in single lengths with flat base, cap, bearer and connection plates, bolted to concrete 1 120 x 120mm x 3kg/m H-section columns t 0,13 Welded beams in single lengths with flat bearer and connection plates, bolted to steel 2 254 x 146mm x 31kg/m I-section beams t 0,63 Carried Forward to Summary of Section Xx. 0 X Xxxx Xx. 7 Structural Steelwork Prepared by Takgalang Consulting Amount Item No SECTION NO. 2 Quantity Rate XXXX NO. 6 METALWORK (CPAP FORMULA WORK GROUP NO. 136)
Sample 1
STEEL COLUMNS AND BEAMS. Welded columns in single lengths with flat section base, top, bearer and connection plates bolted to concrete Unit Quantity Rate 1 200 x 150 x 4.5mm Rectangular hollow section columns with and including 350 x 300 x 16mm base plate with four 16mm diameter holes (Total of 12 roof support columns) t 1.60 Section Xx. 0 Xxxx Xx. 9 Structural Steelwork HOMEVALE FIRE STATION KIMBERLEY Carried to Collection R Amount Welded beams in single lengths with flat section stiffeners and connection plates bolted to concrete columns 2 356 x 171 x 45kg/m I-section beams with and including 450 x 450 x 16mm end plates with eight 16mm diameter holes (Total of 2 beams)
Sample 1
STEEL COLUMNS AND BEAMS. Welded columns in single lengths with flat section bearer and connection plates bolted to concrete columns and beams 1 203 x 203 x 46kg/m I-section columns t 9.42 Welded beams in single lengths with flat section bearer and connection plates bolted to concrete columns and beams 2 203 x 133 x 25kg/m I-section beams t 0.8 3 254 x 146 x 31kg/m I-section beams t 0.2 4 356 x 171 x 57kg/m I-section beams t 0.97 5 IPE 200 profile rafters t 1.09 6 300 x 100mm PFC profile t 2.84 7 195 x 195 x 6mm Square hollow sections t 0.15 Bolts to columns, beams, etc 8 High tensile bolts (class 8.8) t 1.55 Anchor assembly consisting if four (4 No) M16 straight threaded anchor bolts each 350mm long with welded 70 x 70 x 10mm plate, caged together with two 50 x 5mm flat sections, 400mm girth 9 each No 30 10 M16 x 220mm cast-in hold down bolts No 8 11 "Hilti" HVU/HAS M16 x 220mm chemical anchor and bolt No 18
Sample 1
STEEL COLUMNS AND BEAMS. Welded columns and beams in single lengths 1 254 x 254 x 107kg/m Universal column. t 0.3 2 254 x 146 x 31kg/m Universal beam. t 17 3 20mm Thick base plate size 350 x 350mm. No 44 Channels 4 200 x 75 x 25 x 3.5mm Cold formed lipped channel. t 2.14 R Section No. 2 BUILDING WORKS Bill No. 9
Sample 1
STEEL COLUMNS AND BEAMS. Welded columns in single lengths with flat section base, top, bearer and connection plates bolted to trusses 203 x 203 x 46kg/m H-section column IPE200 I-section column 75 x 75 x 5.00 Square Hollow section columns Welded beams in single lengths with flat bearer and connection plates, bolted to steel 254 x 146 x 31kg/m I-section beams Carried to Collection Section Xx. 0 Xxxx Xx. 9 Structural Steelwork 5 254 x 146 x 31kg/m I-section beams (curved above back timber screen - please refer to engineers drawing) t 0.26 40 000.00 6 IPE 200 I-section beams (curved above entrance - please refer to engineers drawing) t 0.30 40 000.00 7 IPE 200 I-section beams t 1.03 40 000.00 Bolts to columns, beams, etc
Sample 1

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