158hrs (or 221) labor to run 2 200' runs of 4" EMT with 2 90s and no field bends attached to concrete 12' on the first floor, and pull in 500MCM? There were no hubs or connectors in the program, so no way to terminate anything in a panel. 2 guys 2 weeks or 4 guys a week to do that? wth am I missing? That low number still seems awfully high.
The video was an example of a feeder run, so it wasn't important to have every connector, LB, or termination. The example was to contrast the labor factored and not factored in the conduit/ftgs and wire pull.
You obviously don't use labor units or a program for estimating. You apparently look at jobs and take a guess of....2 men 2 weeks should be enough. You may be right. And you may be able to pull that off.
When feeders like this are mixed in with a hundred other feeders on any given job, and you're sending your crews to do the work, in the end, it will all even out.
I've used these same units for over 30 years, so has all of my competition....
"What am I missing" you ask?........you're either leaving money on the table or putting your labor costs at risk