1.平整场地S= (8.0+0.24) x (4.0+3.6+0.24) = 64.60m²
2.挖沟槽土方：
V1-1: (1.6+0.4x2+0.67x1.7) x1.7x (8x2+8-0.6x2) =137.17m³
V2-2: (1.2+0.4x2+0.67x1.7) x1.7x (4.0+3.6) x2=81.11m
3.混凝土条形基础：
V混凝土条基=0.2x1.6x (8x2+8-0.6x2) +0.2x1.2x (4.0+3.6) x2= 10.94m³
S模板面积=0.2x2x (16+6.8) +0.2x2x15.2=15.20m²
4.砖砌条形基础:
V砖基础体积= (0.24x (2.00-0.20) +0.112x0.065x6x2) x (15.2+8x2+8-0.12x2) -0.41=18.83m³
5.基底钎探:
S基础底面积=1.6x (16+6.8) +1.2x15.2=54.72m²
