工程量计算

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1、A4混凝土与钢筋工程（挂接定额子目）序号项目编码项目名称项目特征单位工程量31010401002001独立基础C30砼，石子粒径<=40mmmJ-1J-21004-15独立基础32010401006001垫层C30砼，石子粒径<=40mmm33.69J-19.68J-224.01DL33010402001001矩形柱C30砼，石子粒径<=20mmm36.331004-21矩形柱混凝土34010402001002构造柱C30砼，石子粒径<=20mmm4.7435010403001001基础梁C30砼，石子粒径<=20mmm

2、19.891b1.092b2.203b0.534b-5b1.115b1.315b-6b0.446b1.31Ab3.07Ab-Bb1.22Bb2.50Bb-Cb0.57Cb2.791004-24基础梁混凝土36010403002001矩形梁C30砼，石子粒径<=20mmm1004-25H单连框架悬臂肋梁混凝土37010405008001雨棚，阳台C30砼，石子粒径<=20mmm38010403005001过梁C30砼，石子粒径<=20mmmAbFM-3,C-1,C-1'CbFM-1,FM-2,BYC-11bM-1,M-1'

3、,C-4,6bFM-5,C-3AbC-2CbC-2,BYC-11004-28独立过梁砼39010404001001直行墙C30砼，石子粒径<=20mmm1004-31H直行墙砼310010405001001有梁板C30砼，石子粒径<=20mmm310405001002有梁板C30砼，石子粒径<=20mmm计算过程4.2×4.2×0.3+{0.3÷3[4.2×4.2+0.6×0.6+√(4.2×4.2)(0.6×0.6)]}4.7×4.7×0.3+{0.3÷3[4.7×4.7+0.6×0.6+√(4.7×4.7)(0.6×

4、0.6)]}4.4×4.4×0.1×54.9×4.9×0.1×10（7.48+1.2）×0.5×0.5×5+（7.48+1.2）×0.5×0.5×5+（10.5+1.2）×0.5×0.5×5（0.2×0.2+0.3×0.2×6）×2.67+（0.2×0.2+0.3×0.2×2）×4.17+（0.2×0.2+0.3×0.2×8）×5.67+（0.2×0.2+0.3×0.2×3）×4.17求和{[(12.8-0.4×2-0.6)+(12.8-2.25-4.7-2.5)]×0.5÷2+(1.8+1.55)×0.15}×0.25

5、(12.8-0.2-0.2-0.2)×0.3×0.6{[(6.4-0.4-0.25-0.05×2)+(6.4-2.25-2.35)]×0.5÷2+(6.4-2.25-2.35)×0.15}×0.25(6.4-0.05-0.2)×0.3×0.6{[(12.8-0.4×2-0.6)+(12.8-2.25-4.7-2.5)]×0.5÷2+(12.8-2.25-4.7-2.5)×0.2}×0.3(3-0.4-0.15)×0.3×0.6{[(12.8-0.4×2-0.6)+(12.8-2.25-4.7-2.5)]×0.5÷2+(1

6、2.8-2.25-4.7-2.5)×0.2}×0.3{[(27-0.4×2-0.5×3)+(27-2.5-4.7-4.7-4.7-2.5)]×0.5÷2+(27-2.5-4.7-4.7-4.7-2.5)×0.2}×0.3(6.6-0.15-0.2)×0.3×0.65{[(27-6.6-0.25-0.05×2-0.6×2-0.4)+(27-6.6-2.35-4.7-4.7-2.5)]×0.5÷2+(27-6.6-2.35-4.7-4.7-2.5)×0.2}×0.3{[(6.6-0.2-0.15)+(6.6-2.5-2.35

7、)]×0.5÷2+(6.6-2.5-2.35)×0.15}×0.25{[(27-0.4×2-0.05×2-0.5×3)+(27-2.25-4.2-4.2-4.2-2.25)]×0.5÷2+(27-2.25-4.2-4.2-4.2-2.25)×0.15}×0.25（6.6×3-0.25-0.4-0.5×2）×0.2×0.5+（6.4-3-0.1-0.25）×0.2×0.5+（6.6-0.25-0.4）×0.25×0.6+（3.45-0.25-0.2）×0.2×0.5(1.5+2.4×2)×0.18×0.2×2+(1.2+0

8、.24×2)×0.18×0.2×5+(1.8+0.24×2)×0.24×0.2+(2.4+0.24×2)×0.24×0.2×6+(1.8+0.24×2)×0.24×0.2+(1.2+0.24×2)×0.18×0.2(1+0.24×2)×0.12×0.2×9+(1+0.24×2)×0.12×0.2+(C-4)