My own numbers say the second client ADU should never have started
My crew does light framing and finish work and over the last two years we've been pulled into ADU work as a sub on detached builds. I've got two running right now for the same GC and the cost structure between them is different enough that I want other operators to look at it.
Unit A: 640 sf detached, slab on grade, permitted in 9 weeks, contract to my crew was $88k for framing through finish, GC's all-in to the owner around $196k. We're at week 14, on schedule, margin looks like 19%.
Unit B: 720 sf detached on a lot with a 6 foot grade fall. Same GC, same owner profile, contract $102k. Permitting took 31 weeks because the city wanted an engineered retaining wall and a revised stormwater plan. Sitework alone came in $41k over the GC's number before we ever set a plate. We started framing three weeks ago. My crew is idling two days a week waiting on inspections that keep slipping.
What's on my desk: the GC wants me to hold two crews available for a third unit starting in spring, same neighborhood, similar grade issues. He's offering the same per-square-foot rate as unit A. My problem is that unit A's rate was priced for a flat lot and a normal permit calendar and unit B is teaching me that the cost of a sloped lot lands on the sub as idle labor, not as a line item.
I've thought about pricing a slope surcharge, but I don't know how to define it in a way that survives a GC's estimator. I've thought about a standby rate for inspection delays, which he'll refuse. I've thought about just declining and staying on flat-lot work, which shrinks my pipeline in the exact segment that's growing.
Anyone priced labor into ADU work where the sitework risk is the whole story? What did the contract language look like.