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n.c.iowa | So obviously I’m doing alittle digging here, but if a engineered main relocation project(600’ 12” main, moved over approximately 40’to get some more dirt cover over it,) what typically would you charge for engineering something like that?
I know there are some some variables that could skew things, but real easy, just have to figure, specs for bedding a 12” main double wall non perf. Hooked up to the original main on both ends, with another 10” main tee’d in to it. Actually cutting a curve out of the original main that followed a waterway.
Your estimated engineering cost only. | |
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Ditch assessments and watershed drainage from below revisited.
