Our first GPS experience was about 6 years ago. Bought one system (indicate only) and set it up to use on a blade or dozer. Took about a year to figure out how to best utilize it. By that time, it was obsolete. Then we wanted to automate it on the dozer (figured out it made the most $$ for us there). To do this, the 1 year old system was obsolete, so we bought a new system, fully automatic for a D-6R. We got really god with it, doing with two machines and no groung man what used to take 4 machines and a ground man, and production still nearly doubled. Next we added a D-8T with Cat Accugrade, which is Trimble, same as our others, and production went up even more. Year and a half ago added a fully automatic system to our grader to replace the original indicate only system. On that job, 180 acres to sheet grade with 0.05' tollerance, we used the D-8 to rough in and the blade to finish, and got up to 10 acres per day. Now the oldest indicate only system is on the compactor in the fill, so things do not get overbuilt too much. I would not like to go back to the old way. No stakes to run over, plans follow you on screen in the machine.
Sure, sometimes you loose satelite reception, but even if this averaged out to 1 hour per day, you still get double or more production than without. If the signal goes out, go grade a haul road or something till the signal comes back. Just don't finish anything, or you will probably have to do it over when the signal comes back.
The key to making it work is a good 3D model. Find someone to build the models who has field experience, then he understands how it actually needs built.
I am looking forward to a job that will justify an excavator system. Thats the next step forward for us. Mass excavation is easier if the excavator digs right to grade, never undercuts a slope, never leaves too much for the finish crew either.
It is getting hard to compete without the production you can bid with a GPS system. Its a steep learning curve, but worthwhile in the end.