Being a transient is pricier than you'd think. I sent my excavator a fat check last week and just yesterday received this estimate on pouring the foundation:
XXXXXXXXXXXXXX Barn
255’ of 10” x 20” footing w/2 #4 rebar & #4 dowels 4’ O.C.
95’ x 10” x 10’ wall w/5 #5 rebar horizontal & #4 verticals 4’ O.C.
160’ x 8” x 4’ wall w/2 #4 rebar
2 2’ x 1’ pier pads w/2 #4 rebar E.W.
2 pier
480 SQ. FT. 4” slab w/# 10 wire
All concrete 3000 PSI
Total material and labor ----------------------------------------------------------------- $22,358.00
Note
Does not include cold weather costs (accelerator, hot water or frost blankets)
Does not include concrete pumping $1,110.00 per pump
There's some risk that the concrete truck will not be able to get up the driveway. I'm therefore arranging to have a bulldozer present to give it an additional push, should that be needed. Fortunately, the guy doing the excavation says he doesn't use his that often and he doesn't mine parking it there for the week of the pour.
My builder thinks I'll have a foundation poured and capped (I can't say that I really know what that means but I gather that it's important to do before the freeze comes) and the first floor pretty well framed this year. However, the first big winter storm could arrive as soon as October or as late as January, and that plays a big role in how much actually gets done.
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