Dam...that just drives me nuts. Guys who won't listen, think you are an idiot, and then fux up the job which leaves you with all the work and expense to get it done right...sorry for your pain.
I do not know how much cap or pan rail can be removed and still provide a reliable engine...a few more thousandths is probably OK regardless, but the reason for my post is to offer my opinion on how much gap you want between girdle and block.
I think the general opinion is the gap should be .003-.005" , but I think it should be more like .0005-.0015". The distance from the edge of the cap to the girdle stud holes is about 2" a short "arm" if you will...I see no reason to try to bend it by .004" or so. IMO this much deflection just puts unnecessary stresses on the edge of the caps, on the cap studs, on the girdle and I'm not sure the girdle actually is pulled down to the block surface by the studs/nuts....25 ftlbs generates about 4800 lbs of load and I'm not sure the capscrew loading will bend the girdle "arms" enough to snug it up against the block (I've never done the math to confirm).
Which brings me to my next watchout. Make absolutely sure that the studs you have for this application are NOT compression set screws. Just like those used to hold a lawn more pulley but much longer. Compression set screws are absolutely not the right fastener for this joint. Set screws (remember designed for compression NOT tension) are extremely hard (brittle) which means they do not stretch...they fast fracture when pulled on...which is exactly what we do when we tighten the nuts. Our application, having only 3/8" of bolt stretch length in the design, is a tough enough joint to find a stud that will work... don't aggravate it with set screws.
Bob