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Production RatesStructural SteelWorkshop Fabrication

Workshop Fabrication

Fabrication Man-hours

  1. Fabrication man-hours are determined by the quantity of hours/tasks in each steel assembly, for example, each column, beam, brace, assembly, or bracket.
  2. The average constants are for high repetition portal frame and high rise type work. The ranges are for differences in piece size, detail, repetition, and fabrication methods.
  3. These constants are based on conventional fabrication methods used by most fabricators, ie manual gas cutting and magnetic broach drilling, and semi-automatic “mig” or “flux core” welding.
  4. With semi-automated saw and drill lines output is much higher but machine costs are higher, and generally the market does not differentiate costs because semi-automation affects only part of overall fabrication.
  5. The constants include for reading fabrication drawings, stacking and sorting materials, marking out, turning, grinding edges and welds, operator setting up, servicing gear such as welders and grinders, and QA including average rework.
  6. These constants are “whole of job”, and hence will differ from spot check times which will not be representative of a complete job due to the tendancy not to include downtime and variances in productivity.
  7. Repetition affects productivity in different ways, and for some labour operations can have a significant impact on output, while other labours produce only slight improvements. A high degree of difficulty can also have a large impact on output, for example, very detailed drawings, angled assembly, low repetition of detail, complex set out.
DescriptionTasksAverageRange (Min-Max)
Plates, brackets, and fly braces
Prepare plate connections, cleats and stiffeners, rectangular shape ex flat bar, not exceeding 300mm wide or 16mm thickness; guillotine to size and punch holes, using hydraulic ram punch and shear machine.0.075 hr/piece0.05-0.10 hr/piece
Same as last but irregular shape ex plate, or exceeding 300mm wide or 16mm thickness; cut to size and form holes—punch and shear, flame cut, or drill equipment.0.15 hr/piece0.10-0.50 hr/piece
Prepare angle brackets or fly braces not exceeding 1.5m long; guillotine to length and punch holes—using punch and shear.0.15 hr/piece0.10-0.20 hr/piece
Slotted holes in maximum 20mm plate or angle—punched and flame slotted.0.125 hr/slot0.10-0.167 hr/slot
Mark and tack plate connections, cleats and stiffeners in position on beams, columns etc, square and not exceeding 400mm length.0.108 hr/No - 0.108 hr/Ea0.092-0.125 hr/No - 0.092-0.125 hr/Ea
Same as last but bracing cleats, plates 400mm to 1000mm length, or hip rafter plates etc.0.20 hr/No - 0.20 hr/Ea0.133-0.25 hr/No - 0.133-0.25 hr/Ea
Cutting sections
Cut secondary sections, up to 150mm—angles, PFCs, HS0.25 hr/piece0.20-0.333 hr/piece
Extra Value for each end mitre cut, or notch cut0.10 hr/end
Extra Value straight join including prepare and vee butt weld1.0 hr/join
Cut sections to length, up to 310 UB/UC/PFC/HS0.467 hr/piece0.433-0.50 hr/piece
Extra Value for each end mitre cut, or notch cut0.20 hr/end
Extra Value cut and form taper end, approx 300mm long0.75 hr/end
Extra Value straight join including prepare and vee butt weld2.5 hr/join1.5-3 hr/join
Cut sections, over 310 UB/UC/PFC/RHS0.667 hr/piece0.583-0.917 hr/piece
Extra Value for each end mitre cut, or notch cut0.25 hr/end
Extra Value cut and form taper end, approx 500mm long1.20 hr/end1.00-1.333 hr/end
Extra Value straight join including prepare and vee butt weld4.5 hr/join3.5-5.5 hr/join
Labours to all sections
Drill bolt holes in structural sections0.108 hr/hole0.075-0.125 hr/hole
Form slotted bolt holes in structural sections0.25 hr/slot
Gas cut and grind edges for cut outs, penetrations, straight0.333 hr/m - 0.102 hr/lin.ft
Same as last, circular0.50 hr/m - 0.152 hr/lin.ft
Assemble and tack portal frame knee, apex, or k-brace join1.25 hr/join1-1.5 hr/join
Assemble secondary section frame joins0.50 hr/join0.333-0.75 hr/join
Precambering; up to 310 UB or UC2.5 hr/No - 2.5 hr/Ea1-3 hr/No - 1-3 hr/Ea
Precambering; over 310 UB or UC3.5 hr/No - 3.5 hr/Ea3-6 hr/No - 3-6 hr/Ea
Cut, prepare and assemble corbels, tapers, haunchings etc max. 1m long1 hr/No - 1 hr/Ea0.75-2 hr/No - 0.75-2 hr/Ea
Assemble composite members, e.g. crane beam channel onto UB0.50 hr/m - 0.152 hr/lin.ft
Truss cutting and assembly
Cut truss diagonals and struts0.20 hr/piece0.167-0.25 hr/piece
Extra Value mitre cut or notch ends0.125 hr/end0.10-0.15 hr/end
Cut, prepare, join and weld chord, maximum 250 PFC or UB x 12m long1.5 hr/chord1.25-2 hr/chord
Mark out and set up jig for truss assembly x 12m long4 hr/No - 4 hr/Ea3-6 hr/No - 3-6 hr/Ea
Assemble truss top and bottom chords with diagonals and struts x 12m long, in jig4 hr/truss3-6 hr/truss
Extra Value to precamber truss, x 12m long2 hr/No - 2 hr/Ea1-3 hr/No - 1-3 hr/Ea
Diagonal bracing
Diagonal bracing rod cut, join, assemble turnbuckles, threaded ends0.667 hr/No - 0.667 hr/Ea0.333-1.00 hr/No - 0.333-1.00 hr/Ea
Diagonal bracing angle cut, join, drill bolted ends0.833 hr/No - 0.833 hr/Ea0.50-1.25 hr/No - 0.50-1.25 hr/Ea
Welding—80% downhand, 20% vertical
5 and 6mm fillet weld0.30 hr/m - 0.091 hr/lin.ft0.25-0.367 hr/m - 0.076-0.112 hr/lin.ft
8mm fillet weld—2 runs0.533 hr/m - 0.162 hr/lin.ft
10mm fillet weld—3 runs0.767 hr/m - 0.234 hr/lin.ft
12mm fillet weld—4-5 runs1.20 hr/m - 0.366 hr/lin.ft
Vee prepare end of UB, UC, PFC, HS for butt weld, max 300mm depth0.133 hr/end
Same as last, over 300mm0.20 hr/end
Vee butt weld up to 12mm1.50 hr/m - 0.457 hr/lin.ft
Vee butt weld over 12mm, up to 16mm2.50 hr/m - 0.762 hr/lin.ft
Extra Value for backing strip to joins in SHS0.125 hr/join
Extra Value for backing strip to joins in CHS0.50 hr/join
Hit and miss stitch 6mm fillet weld0.167 hr/m - 0.051 hr/lin.ft
Miscellaneous
H.D. bolt assembly into pairs0.10 hr/pairs
Unload and stack inwards steel, and load out fabricated steel onto trucks1.5 hr/tonne - 0.00068 hr/lb1.25-2 hr/tonne - 0.00057-0.00091 hr/lb
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