Am I crazy to think that this is too much money?! Slab details are as follows...
18’x26’ monolithic 6” thick 4400 psi concrete with 12”x12” thickened edge.
6” knee wall
4 #3 bars in thickened edge and #3 bars @16” OC in slab
Formular 300 2” R10 XPS under slab
10 mil vapor barrier
Some extra fill and compacting required along one side due to the removal of some cedar hedge stumps.
I know things run more up here in Canada but this seems a bit much to me.
18’x26’ monolithic 6” thick 4400 psi concrete with 12”x12” thickened edge.
6” knee wall
4 #3 bars in thickened edge and #3 bars @16” OC in slab
Formular 300 2” R10 XPS under slab
10 mil vapor barrier
Some extra fill and compacting required along one side due to the removal of some cedar hedge stumps.
I know things run more up here in Canada but this seems a bit much to me.

