When I put together a full package bid, including metal framing,
drywall, exterior insulation and finish systems, plaster systems,
framing scope is the one that I consistently feel the most
uncomfortable about. Why is that? What makes estimating metal
framing so difficult? Why is it that I feel like I am guessing too
much for metal framing and not for the other scopes of work?
Most people who bid drywall do so by the piece or by the square
foot; it’s the same with plaster and EIFS. Most estimators quantify
the work in the same way Therefore, barring a sizeable quantity
error, their bids are similar, with similar material quantities
needed and similar labor needs. But metal framing is different.
Some estimate metal framing by the lineal foot. There is some
merit to this. If the installer must handle each lineal foot of material
to complete the installation, then you can understand this
technique. There would be a direct correlation between material
used and the labor needed to install it. But this technique has
some weaknesses. First, it does not take into account the use of
materials in different conditions—for example, using channel
iron inside a wall cavity as a stiffener versus as a ceiling support.
A different problem is illustrated by estimating small soffits. What
about conditions when it takes a lot of time to cut and install a
very small amount of material?
Another technique commonly used to estimate the framing labor
is to use area, such as square foot or square yard (for those of you
who are old-line plasterers). This is a credible method too. After
all, to properly frame a wall, you have to install track, studs, etc.,
and the end result is that you will have a certain area framed. But
the obvious problem with this method is similar to problems in
the first example. An estimator will have to guess the labor rate.
Another problem is when you add materials, or change materials.
For example, in drywall framing, a 25-gauge stud and track
should have a labor rate different from a 20-gauge stud and track
system-right? What about the projects that require you to use
a 20-gauge track and 25-gauge studs? What about walls that require
bridging and/or bracing? What about the 30-foot high walls
versus the normal 9-foot wall? Shouldn’t these walls require different
rates, too? Logically, to use this method, you would need
a sizeable list of labor costs that would account for all the different
Probably the most popular method for estimating metal framing
is the lineal-foot-of-condition method. For example, each lineal
foot of framed wall using 25-gauge track and studs will be at a
cost of $X As an estimator, it is easy to quantify the work by condition
types, and it is easy to price. However, it is very difficult to
adapt to conditions that are not “normal.”
Another method used by some estimators is to price labor by the
piece of material. This method is not easy to quantify. It requires
that we quantify the condition amount, and then calculate the
amount of pieces of material necessary to construct the condition.
Labor is then priced by the length and the type of material.
For example, a 4-foot stud will take essentially the same
amount of time to install as a 2-foot stud. In framing a wall, there
will be different labor rates grouped by the time it will take the
installer to complete the installation, which will always have a
relationship to the length of the material, but not directly, The
assigned labor cost will always be affected by the type of material
and the installation technique required by the details.
As you can see, there are different estimating techniques, and they
all have conditions where they work fine . . . but they all have conditions
where they won’t work as well. The result is that estimating
metal framing could require a lot of guesswork. If you understand
each of the above techniques, understand the strengths and
weaknesses of each, and use combinations of them to estimate
and then verify, you will come closer to the “truth” and your guess
will be more accurate.
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