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Reference

Waste factors by material: the numbers we actually use, and why they move

Most estimates we are asked to check apply one waste percentage to everything. It is quick, it is defensible in a meeting, and it is wrong in both directions at once: too generous on sheet goods cut to a module, too thin on anything poured, mitred or run to a pattern.

The short version

  • Waste is not one number. It ranges from about 2% on cut-to-length steel to 20% or more on patterned tile and small-diameter fittings.
  • Two different things get called waste: material lost in the cut, and material bought in a fixed purchase unit you cannot use in full.
  • Geometry drives it more than workmanship. A cut-up plan with many small rooms wastes sheet goods no matter who hangs them.
  • Show the factor in its own column. Buried in a rate it cannot be argued with, checked, or reused on the next job.

Two different things wearing the same label

Before the numbers are useful you have to separate them. Cutting waste is material that leaves the job as offcut: the end of a stud, the strip off a plasterboard sheet, the length of pipe past the last fitting. Purchase waste is material you buy but never use, because it only comes in a fixed unit. A tin of adhesive covering 40 square metres on a 45 square metre floor is 35 square metres of purchase waste, and no amount of care on site recovers it.

They behave differently. Cutting waste scales with the quantity, so a percentage works. Purchase waste is a step function, so a percentage understates it badly on small jobs and overstates it on large ones. On anything under roughly 200 square metres of a finish we round to whole purchase units instead of applying a factor, and we say so in the assumptions.

The table

MaterialTypicalRangeWhat pushes it to the top of the range
Ready-mix concrete, slabs4%3% to 7%Sub-base over-dig, pump losses, part loads on small pours
Ready-mix concrete, footings7%5% to 12%Unformed trench fill in soft or running ground
Reinforcement bar5%3% to 10%Short bar schedules, heavy lapping, no bending schedule issued
Mesh reinforcement12%10% to 15%Laps counted at 200mm or more against an irregular slab edge
Structural steel, cut to length2%1% to 4%Non-standard sections mill-ordered rather than taken from stock
Timber studs and joists8%5% to 12%Non-modular ceiling heights, many short walls
Sheathing and plywood10%7% to 15%Cut-up roof planes, dormers, curved or raked walls
Plasterboard and drywall10%8% to 18%Small rooms, many openings, high ceilings needing part sheets
Insulation, batt6%5% to 10%Irregular joist centres, service voids, friction fit trimming
Insulation, rigid board8%6% to 14%Detailed reveals and cutting in around penetrations
Brick and block5%3% to 8%Feature bonds, tight cuts at reveals, cut face brick specials
Mortar15%10% to 25%Site-mixed in small batches, spillage on scaffold
Floor tile, straight lay8%5% to 12%Rooms not squared to the tile module
Floor tile, diagonal or patterned15%12% to 25%Herringbone, large-format tile, out-of-square walls
Sheet vinyl and carpet12%8% to 20%Roll width against room width, pile direction fixed
Roof tile and slate7%5% to 12%Hips, valleys, and a low pitch needing wider laps
Single-ply membrane10%8% to 15%Many upstands and penetrations against a small roof area
Paint5%0% to 10%Tin sizes against a small area, plus a colour with poor coverage
Conduit and small-bore pipe10%8% to 20%Congested ceiling voids, many short drops and offsets
Cable and wire8%5% to 15%No containment route drawn, so runs are estimated generously
Ductwork, rectangular6%4% to 10%Bespoke fabrication with high offcut on transitions
Typical allowances on straightforward drawing sets. The upper end applies where the note in the last column is true.

Geometry beats workmanship, almost every time

The instinct is to raise the waste factor when a subcontractor has been careless. In practice the drawing tells you more than the crew does. Take plasterboard. On an open-plan office floor with 3 metre ceilings, a good hanger will land near 6%. Give the same crew a hotel floor of identical bedrooms at 2.4 metres with a bathroom pod in each, and 15% is honest work. Nothing about the labour changed. The number of cuts per square metre did.

That is why we take a wall count and an opening count off the plan rather than reaching for a default. If a floor has more than about one internal corner per 8 square metres, the sheet goods factor goes up and we note the reason on the line.

Where the ranges came from

These are our working figures, taken from closed-out jobs where we could compare the estimated quantity against what was actually delivered to site. They are not published standards and we would not defend them as such. Published tables exist and they are a reasonable cross-check, but they describe an average project, and there is no such thing as an average project when you are pricing one.

If your own delivery records disagree with a figure here, your records win. That is the whole point of keeping the factor in its own column. It is a number you can tune, on your jobs, in your region, with your suppliers.

How to present it

  1. Give waste its own column, next to the measured quantity, never folded into the rate.
  2. Show the resulting order quantity separately, so purchasing works from a figure they can see.
  3. Write the reason on any line above the typical figure. "18% board, 42 internal corners" survives a review meeting. "18%" does not.
  4. Round to purchase units on anything sold in tins, rolls, pallets or bundles, and say so.
  5. Keep the factors in one place rather than typing them into each job, so a lesson learned on one project reaches the next one.

Every workbook we issue is built this way, with quantity, waste and the resulting order quantity on separate columns. It is a small formatting decision that decides whether the number can still be argued with a year later.

Written by the estimating team at QuantX Estimation. Since 2016 we have measured and priced construction work for contractors in the United States and United Kingdom, at a fixed fee agreed before we start.

Follow-up questions

What people ask us next.

It is reasonable as a placeholder in a very early budget, before drawings exist. Once you have a plan it stops being defensible, because it is simultaneously too generous on cut-to-length items like structural steel at 2% and too thin on patterned tile or small-bore pipework, which regularly exceed 15%.

No. Labour is driven by the installed quantity, not the ordered quantity, because nobody is paid to install an offcut. Applying the same factor to both is one of the more common errors we find when checking an estimate.

The percentages travel well, but the purchase units do not. Sheet sizes, mesh sizes, timber lengths and tin volumes all differ, so the point at which purchase waste bites moves. We set the purchase rounding by market rather than carrying one figure across both.

Higher, and less predictable. Existing structure is rarely square, so cutting in on finishes runs at the top of every range. We usually price refurbishment finishes with a stated allowance and a note that it assumes the existing substrate is within a given tolerance, so there is a clear line for a variation if it is not.

Put the article down and send us the drawings.

You get the workbook with the formulas intact, the colour-marked sheets and a written assumptions list. Judge us on the file that comes back.