as can be seen in the picture of the first post: The slope falls away from the building. And as also written in the first post: The basement protrudes 1/3 out of the terrain. So for leveling, nothing needs to be removed, but rather added....as has already correctly recognized. There is even quite a lot that needs to be filled in, which fortunately (and according to the soil report) is not a problem. The soil is largely suitable for this. So we will only have to remove a fraction.
And here the circle closes again. was already very, very accurate with his information. But if I now take the material out and build it up again somewhere else... yes, then we ask ourselves why our disposal costs (including landfill, etc.) are close to 9,000 EUR. Even the working spaces can be refilled with excavated material. There are no special requirements here since there is no drainage and no water-proof basement.
I will continue with the inconsistencies. Maybe you can help me open my eyes a little on this point as well (like with the loosening degree):
[*] Basement dimensions: 8.20 x 10.
[*] Soil report says: The foundation cushion should be overall 25 cm thick (10 cm 0/45 gravel + 15 cm capillary-breaking layer) and overhang about 40 cm.
[*] Makes approx. 9x11x0.25 and with these values one can calculate approximately the gravel demand in tons.
[*] Additionally, a crane area must be set up: 8x12x0.3
Altogether I come to a demand of just under 100 tons. In the bill of quantities, it is almost
double (180 tons). I hope the civil engineer has enough time tomorrow, this will be a long phone call :-/