解析:
(1)计算应扣除工程量:
①门M1:1×2×2×0.24=0.96(m3)
M2:0.9×2.2×2×0.24=0.95(m3),
窗:(1.8×2+1.1×2+1.6×6)×1.5×0.24=5.544(m3)
②砖平拱过梁:
M1:(1.00+0.1)×0.24×0.24X2=0.127(m3)
M2:(0.9+0.1)×0.24×0.24×2=0.115(m3)
C:(1.8×2+0.1×2)×0.365×0.24+(1.1+0.1)×2×0.24×0.24+(1.6+0.1)×6×0.365×0.24=1.365(m3)
共扣减:0.96+0.95+5.544+0.127+0.115+1.365=9.06(m3)
(2)计算砖墙毛体积:
墙长:外墙:(14.4+4.8)×2=38.4(m)
内墙:(4.8-0.24)×3=13.68(m)
砖墙毛体积:(38.4+13.68)×2.9×0.24=36.25(m3)
(3)砌筑工程量:
内外砖墙:36.25-9.06=27.19(m3)
砖平拱:0.127+0.115+1.365=1.61(m3)
砖基础:52.08×(0.24×0.65+0.01575)=8.94(m3)