Welding is the hardest operation to estimate accurately. Get it wrong and you either lose the job to a sharper competitor or win it and bleed margin on every hour of arc time. This guide walks through the practical method — not the textbook theory, but what estimators in real fab shops use every day.
Most shops estimate welding time with a gut-feel multiplier: "that looks like about 3 hours." The problem is that weld time varies enormously based on factors the estimator often doesn't stop to calculate:
Here's the calculation that separates the estimators who hit margin from the ones who don't.
The core calculation is straightforward once you break it down:
Let's walk through each component.
For a fillet weld, the cross-sectional area of deposited metal is:
Multiply by the total weld length and steel density (0.283 lbs/in³) to get weld metal weight. For example:
For a groove weld with a known root opening and bevel angle, use the trapezoid area formula or reference standard tables. The principle is the same: get the deposited metal volume, convert to weight.
Deposition rate is how many pounds of weld metal your process deposits per hour of arc time. These are realistic shop-floor benchmarks:
| Process | Wire/Electrode | Deposition Rate (lbs/hr) | Notes |
|---|---|---|---|
| GMAW (MIG) — short circuit | 0.035" ER70S-6 | 3–5 | Typical for sheet metal & light structural |
| GMAW (MIG) — spray transfer | 0.045" ER70S-6 | 7–10 | Flat/horizontal only; needs 80/20 gas |
| FCAW — gas-shielded | 0.045" E71T-1 | 5–8 | Workhorse for structural steel |
| FCAW — self-shielded | 0.068" E71T-8 | 3–5 | Field work, windy conditions |
| SMAW (Stick) — 7018 | 1/8" | 1.5–2.5 | Slow but versatile; good for repair |
| GTAW (TIG) — stainless | 1/16" ER308L | 0.5–1.5 | Slowest; used for precision/cosmetic welds |
| SAW (Submerged Arc) | 3/32" | 12–20 | Fastest; flat position only, beam/pipe fab |
Arc efficiency — also called operator factor — is the percentage of the total work hour that the arc is actually burning. A welder isn't welding for 60 minutes out of every hour. They're fitting, tacking, chipping slag, grinding, repositioning, and checking dimensions. Realistic operator factors from shop floor data:
| Scenario | Operator Factor |
|---|---|
| Production welding — simple repeat parts, good fixturing | 35–45% |
| Job shop — varied parts, moderate repositioning | 25–35% |
| Heavy structural — large assemblies, crane repositioning | 20–30% |
| Field welding — outdoor conditions, access limitations | 15–25% |
Real-world example: A structural fabricator bidding a 1/4" fillet weld, 480 linear inches (40 ft), FCAW process, job shop conditions:
Weld metal = (0.25² ÷ 2) × 480 × 0.283 = 4.25 lbs
Arc time = 4.25 lbs ÷ 6 lbs/hr = 0.71 hours
Shop time = 0.71 ÷ 0.30 operator factor = 2.37 hours
At $85/hr shop rate, that's $201 for welding labor alone — not counting consumables or gas.
For complex assemblies — multiple sub-components, tight tolerances, heavy sections requiring crane handling — break out fit-up as a separate line item. A common rule of thumb: fit-up time equals 30–50% of the calculated weld shop time. For repeat production work with dedicated fixtures, fit-up can drop to 10–20%. For one-off fabrications without fixtures, it can exceed the weld time.
MIG is the most common shop process and the easiest to estimate. Short-circuit transfer dominates for sheet metal and light structural (up to ~3/16"). Spray transfer takes over for heavier sections in flat position. The key variable is wire diameter: 0.035" for light gauge, 0.045" for structural, 1/16" for heavy plate. Smaller wire means lower deposition but better control on thin material.
Flux-core is the go-to for structural fabrication. Gas-shielded FCAW (dual shield) deposits faster than MIG and handles dirty or mill-scale steel better. Self-shielded FCAW is for outdoor work. The 0.045" and 1/16" wires cover most shop applications. If you're quoting structural beams, columns, or heavy weldments, assume FCAW unless the drawing specifies otherwise.
Stick welding is slow but irreplaceable for certain jobs — field erection, repair work, tight access areas, and any situation where wind kills gas shielding. Deposition rates are low (1.5–2.5 lbs/hr for 1/8" 7018), and the operator factor is lower still because of slag chipping and electrode changes. Price stick work accordingly — it will cost 2–3× more per pound of deposited weld metal than MIG.
TIG is the slowest process by a wide margin. Used for stainless steel, aluminum, and any application where appearance matters — architectural, food-grade, pharmaceutical. Deposition rates of 0.5–1.5 lbs/hr mean a job that takes 1 hour with MIG might take 4–5 hours with TIG. Never quote TIG work at your standard shop rate unless your rate structure already accounts for the speed difference.
| Weld Type & Size | Process | Approx. Cost per Linear Inch |
|---|---|---|
| 1/8" fillet — sheet metal | MIG short circuit | $0.40–$0.80 |
| 3/16" fillet — light structural | MIG short circuit | $0.60–$1.20 |
| 1/4" fillet — structural | FCAW | $0.80–$1.60 |
| 5/16" fillet — heavy structural | FCAW | $1.20–$2.20 |
| 3/8" fillet — heavy structural | FCAW / SAW | $1.80–$3.00 |
| CJP groove — 3/8" plate | FCAW | $2.50–$5.00 |
| CJP groove — 1" plate | FCAW + back-gouge | $6.00–$12.00 |
| Stainless TIG — 1/8" fillet | GTAW | $2.50–$5.00 |
Based on $85/hr shop rate. Adjust for your local labor rate. Includes operator factor. Excludes fit-up, preheat, post-weld grinding, and NDE.
This is exactly the kind of calculation that slows down manual estimators and where FabFlow's AI quoting engine shines. Instead of measuring every weld on a drawing, looking up deposition rates, and running the formula manually, you describe the assembly in plain English: "Frame weldment, 1/4" fillet, roughly 40 linear feet of weld, mostly flat position, A36 steel." FabFlow's AI:
The result: a weld estimate that takes 30 seconds instead of 30 minutes, with accuracy that improves as the AI learns from your shop's actual job costing data.
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