Estimating

Labor burden: the $32 carpenter who costs $71.35 an hour

By Scavi Company · · 12 min read
Labor burden: the $32 carpenter who costs $71.35 an hour

Labor is the largest variable cost in construction, it is committed contractually before anyone knows how the job will go, and it is routinely estimated using a number that is off by a third or more.

The number that most estimates are built on is wrong

Ask a builder what their carpenter costs and you will get the wage. Ask what an hour of that carpenter's productive work costs the company and the answer is usually a pause, followed by a guess, followed by the discovery that the number in the estimating spreadsheet has not been updated in two years.

This matters more in construction than in almost any other business, because labor is the largest variable cost, it is estimated in advance, and it is committed contractually before anyone knows how the job will actually go. A 25% error in labor cost on a job that is 40% labor is a 10% error in the whole estimate — which, on typical construction margins, is most of the profit.

Two numbers, both necessary

Labor burden is what an hour of payroll costs including everything beyond the wage. Crew cost per productive hour is that number adjusted for the reality that not every paid hour produces work. Estimating with the first and forgetting the second is the most common and most expensive mistake in the trade.

Building the burden, line by line

Start with a carpenter at $32.00 per hour base wage and add every cost that exists because that person is on the payroll.

  • Employer payroll taxes — Social Security, Medicare, federal and state unemployment: typically 8% to 12% → $3.20
  • Workers compensation. Wildly variable by trade, state and experience rating. Carpentry rates are substantially higher than office classifications and roofing higher still. Use $4.16 here, representing 13%, and replace it with your own rate.
  • General liability allocation, spread across payroll hours: $0.85
  • Paid time off and holidays, where offered: $1.85
  • Health insurance contribution, where offered: $3.40
  • Retirement contribution, where offered: $0.96
  • Small tools, consumables, PPE: $1.10
  • Truck, fuel and maintenance allocated to field staff: $2.60
  • Phone, software seat, training, safety compliance: $1.25

Burdened hourly cost: $51.37 — about 1.61 times the base wage.

Multipliers between 1.4 and 1.8 are normal in construction depending on the benefit package and the workers compensation classification. The important thing is not the ratio but that it be calculated from your own numbers, from your own payroll and insurance statements, once a year.

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From burdened hour to productive hour

The burdened rate assumes every paid hour produces installed work. None do. Between the time clock and the finished product sit:

  • Morning staging, tool loading, safety briefing
  • Travel between shop and site, and between sites
  • Material handling and moving, which on some jobs is enormous
  • Supply runs for the thing nobody counted
  • Waiting on an inspection, a delivery, or another trade
  • Cleanup and site protection
  • Rework of something that was done wrong or changed

Measured honestly across a season, field productivity in residential construction commonly lands between 65% and 80%. At 72%:

$51.37 ÷ 0.72 = $71.35 per productive hour.

That is 2.23 times the base wage. It is the number that belongs in the estimate, and it is the number almost nobody uses.

A builder estimating at $32 an hour, or even at a $45 "loaded" guess, is underpricing every hour of labor by a third or more — and then wondering why a busy year produced no profit.

Crew cost, not individual cost

Work is performed by crews, and crews are mixed. Estimating with a single average rate hides the composition, which is where a lot of margin quietly leaks.

A three-person framing crew:

  • Lead carpenter, $38/hr base → burdened $61.02 → productive $84.75
  • Carpenter, $32/hr base → burdened $51.37 → productive $71.35
  • Helper, $22/hr base → burdened $35.32 → productive $49.06

Crew cost per productive hour: $205.16, or an average of $68.39 per person.

Now the composition question. If the same work is performed by two lead carpenters and one carpenter — because the helper quit and nobody replaced them — the crew cost rises to $240.85 per hour, a 17% increase, against an estimate built on the original mix. Nothing about the job changed. The estimate simply assumed a crew that no longer exists.

This is why crew composition belongs in the estimate explicitly, and why estimates should be revisited whenever the actual crew differs from the assumed one.

A real job, in numbers

A kitchen remodel estimated at 320 labor hours, priced with a single blended rate of $48 per hour.

As estimated:

  • Labor: 320 × $48 = $15,360
  • Materials and subcontractors: $41,000
  • Total cost: $56,360
  • Price at 22% margin: $72,256
  • Expected gross profit: $15,896

What actually happened:

  • Actual crew cost per productive hour: $68.39
  • Actual hours, including 34 hours of rework and waiting: 354
  • Real labor cost: 354 × $68.39 = $24,210
  • Materials and subs came in as planned: $41,000
  • Actual cost: $65,210
  • Actual gross profit: $7,046 — 9.8%, not 22%

The job was well built, delivered on schedule and produced a happy customer. It also produced $8,850 less gross profit than planned, and the company will not know why unless it tracks hours against the estimate.

Note where the damage came from: $6,510 from the wrong rate and $2,340 from the extra hours. The rate error was larger than the execution error — and the rate error repeats on every job.

Why this hides so well

A company running this error across a year of work is not visibly failing. It is winning bids, staying busy, paying everyone and finishing jobs. The shortfall appears only at year end as an unexplained gap between the margin on paper and the money in the account.

Using the number in estimating

Once the productive-hour cost exists, three things change in how work is priced.

Unit rates get rebuilt. If your estimate uses production rates — square feet of drywall per hour, linear feet of trim, framing hours per square foot — those rates should be multiplied by the crew's productive cost, not by a wage.

Historical hours become the source of truth. The most valuable estimating asset a builder can own is a record of actual hours by task across completed jobs. Published production tables are a starting point; your own crews on your own jobs in your own market are the real data, and after twenty jobs you have something no competitor can copy.

Markup is applied on top, not blended in. The productive-hour cost is cost. Overhead recovery and profit are separate decisions applied afterward. Mixing them produces a number nobody can analyze when a job goes wrong.

Improving productivity is worth more than cutting wages

Owners under margin pressure look at wages. That is the wrong lever, and in a tight labor market it is also the most expensive one.

Moving productivity from 72% to 80% takes the same carpenter from $71.35 to $64.21 per productive hour — a 10% reduction in labor cost with no change in pay, no loss of people and no drop in quality.

What actually moves it:

  • Material staged before the crew arrives. The single largest recoverable loss in residential construction.
  • Fewer supply runs, through better takeoffs and a stocked truck.
  • Sequencing that avoids waiting on inspections and other trades — the schedule is a productivity tool, not a customer document.
  • Decisions made before work starts. Selections and allowances resolved in advance prevent the stop-and-wait that destroys a week.
  • Less rework, which comes from clear drawings, confirmed dimensions and a supervisor who checks before the next trade covers it.

Time tracking that people actually use

None of this works without knowing where the hours went, and most attempts at field time tracking fail for the same reason: they ask crews for detail nobody will maintain. A carpenter will not code fourteen cost categories on a phone at four in the afternoon, and data entered under protest is data you cannot trust.

What works is deliberately coarse:

Track by phase, not by task. Demolition, framing, rough-in support, drywall, trim, punch. Six to ten codes per job type is the practical limit, and it is enough to find where estimates break.

Capture non-productive time in one bucket. A single code for waiting, supply runs and material handling gives you the productivity factor without asking anyone to categorize their frustration.

Have the lead close the day, not each person. One person allocating a crew's hours across two or three phases at the end of the day is faster and more accurate than five people guessing individually.

Review weekly, not at job close. Hours compared against the estimate every Friday let you correct a job in week two. Reviewed at completion, they only inform the next estimate — useful, but far less valuable.

Show the crew the comparison. Field teams who see estimated versus actual hours for their own phase behave differently, and the conversation is far more productive than a general instruction to work faster. Most of the practical ideas for recovering hours come from the people losing them.

After a dozen jobs, this record becomes the most valuable asset in the estimating department — a set of production rates from your crews, your market and your kind of work, which no published table and no competitor can match.

One caution on the productivity number: measure it across a season, not across a week. A single good week with staged material and no inspections produces a figure that flatters the business and, used in estimating, guarantees underpricing. A single bad week does the opposite. Twelve weeks of honest data across different job types gives a number worth building estimates on, and the variation between job types is itself informative — remodel work in an occupied home almost always runs a lower productivity factor than new construction on an open site, and pricing both at the same rate quietly subsidizes one with the other.

Five mistakes that cost the most

Estimating with the wage. It understates labor by more than half.

Ignoring the productivity factor. A burdened rate assumes a productivity nobody achieves.

Using one blended rate for every crew. Composition changes cost by double digits.

Never comparing estimated hours to actual. Without that comparison, every estimate is a guess repeated.

Updating the rate every few years. Wages, insurance and benefit costs move annually, and the estimate should move with them.

The five numbers to run labor on

  • Burdened cost per hour by role, recalculated annually from actual payroll and insurance statements.
  • Field productivity percentage, measured across a season rather than a week.
  • Crew cost per productive hour for each standard crew configuration you run.
  • Estimated versus actual hours by task, job by job. The most valuable data a builder can accumulate.
  • Labor as a percentage of revenue, tracked by job type to reveal where the estimating model is weakest.

Construction margins are thin enough that a systematic error in the largest variable cost decides the year. Getting this one number right does not require new software or a consultant — it requires an afternoon with last year's payroll, insurance and time records, repeated every January.

One afternoon with last year's payroll changes every estimate you write

Most builders are carrying a systematic error in their largest variable cost. Send us your wage structure, benefit package and job mix and we will work the real number through with you.

Frequently asked questions

What is labor burden and how do I calculate it?

Labor burden is everything an hour of payroll costs beyond the wage itself. Starting from a base wage, add employer payroll taxes covering Social Security, Medicare and federal and state unemployment, which typically run 8% to 12%; workers compensation, which varies enormously by trade, state and experience rating and is far higher for carpentry and roofing than for office classifications; a share of general liability; paid time off and holidays where offered; health and retirement contributions where offered; small tools, consumables and personal protective equipment; the truck, fuel and maintenance allocated to field staff; and phone, software, training and safety compliance. In residential construction the result usually lands between 1.4 and 1.8 times the base wage. The ratio matters less than the source: it should be calculated from your own payroll and insurance statements, once a year, rather than borrowed from a rule of thumb.

Why should contractors estimate with productive hours instead of paid hours?

Because the burdened rate assumes every paid hour produces installed work, and none do. Between the time clock and the finished product sit morning staging and tool loading, travel, material handling, supply runs, waiting on inspections and other trades, cleanup and rework. Measured honestly across a season, field productivity in residential construction commonly lands between 65% and 80%. A carpenter with a burdened cost of $51.37 per hour at 72% productivity actually costs $71.35 per productive hour, which is about 2.23 times the base wage — and that is the figure that belongs in the estimate. Estimating at the wage, or even at a loaded guess in the mid-forties, understates labor by a third or more on every job, which on typical construction margins consumes most of the expected profit without anything visibly going wrong.

How do I improve construction labor productivity without cutting wages?

Wages are the wrong lever, and in a tight labor market also the most expensive one. Moving productivity from 72% to 80% takes the same carpenter from $71.35 to $64.21 per productive hour — a 10% reduction in labor cost with no change in pay, no loss of people and no drop in quality. Five things move it most. Staging material before the crew arrives, which is the single largest recoverable loss in residential construction. Reducing supply runs through better takeoffs and stocked trucks. Sequencing that avoids waiting on inspections and other trades, treating the schedule as a productivity tool rather than a customer document. Resolving selections and allowances before work starts, so decisions do not stop the job. And reducing rework through clear drawings, confirmed dimensions and supervision that checks before the next trade covers it.