What Cyril said.
I got the impression that it was just a few that were off and doing the cuts in place would be acceptable. Either way, using the water level to mark the cut line of every stud that needs cutting should be done first. Then decide how many and how bad it is.
I also thought about grinding the concrete down, but that really sucks and I'm not sure what other issues the concrete might have. Losing 3/4 of an inch of concrete on a load bearing wall that may or maynot have been done right in the first place might weaken the entire structure. Since it's one area that's high, raising the rest of the slabe is also not very practical.
For precice cuts, and just a few of them, I'd cut half way on the long side, then cut the other have from the other side. It's a pain, but doable with acceptable results. Then screw the top plates back to the studs.
I wonder who noticed the problem? The framers should have right off. Did them bring it up when they noticed it? or is this something Obed noticed and decided to check with the water level?
This all started with the forms. If they were set right, then the floor would be flat. Somebody either didn't pay attention to this, or they didn't care. I've seen it before where they said that it was close enough, and up to the framers to earn their money. That sucks, but it's how some guys think. Get it close enough to get paid, but not put any effort into getting it right.
What has me worried is that there is a pattern here and we're still in the easy part. What happens when they start framing the roof? The roof is always the complicated part of any framing job, and where you learn if your framer knows what he's doing, or not. Unfortuantly, by then, you're already commited to him and his crew, so when they mess that up, it's almost too late to fire them. For Obeds sake, I just hope he takes allot of pictures and holds back payment until he knows it's done right.
Eddie