So ... I have now measured the excavation pit myself again. It was not so easy because the property has a slight slope.
On the mountain side left 4m, mountain side right 3.5m
On the valley side left 2.1m, valley side right 1.9m (height from top of gravel layer to ground level)
12.1m X 10.7m base area at gravel layer and 15.8m X 15.4m hole at ground level.
Calculation:
12.45 X 10.7 X 3.1m (average height) = 412.97m3
12.45 X (2.1 X (1xsin60) X 2.1 X 0.5 = 19.08m3
12.45 X (3.75 X (1xsin60) X 3.75 X 0.5 = 60.84m3
10.70 X (3.2 X (1xsin60) X 3.2 X 0.5 = 38.07m3
10.7 X (2.5 X (1xsin60) X 2.5 X 0.5 = 23.24m3
= 554.2m3 X 1.8 = 997.56 tons
X 13.45/ton = €13,417.19 (calculation amounts to over €18,000!!!
Does anyone know how to calculate wet soil?