建筑工程量计算书平.doc
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1、建筑工程量计算书工程名称:锦绣家园2期A1号楼 本表共 6 页第 1 页序号项目名称计算公式单位数量1建筑面积一层45.8411.34m2519.83二六层519.835m22599.13雨蓬1/245.840.78m217.88小 计m23136.842屋顶面积45.8411.34m2519.83做法20厚1:2水泥砂浆找平层,1.2厚氯化聚乙稀橡胶共混防水卷材,20厚1:2水泥砂浆找平层上人孔个33基础工程土方计算式V=(B+KH+2C)(L+KH+2C)H+K2H3/3V=H/6ab+(a+A)(b+B)+AB土方H=3.0m k=0.33m c=0.30mVJ-1(1.4+0.333+
2、0.3)23.0+0.33233/32m355.60VJ-218(1.8+0.333+20.3)23.0+0.3333/3m3638.22VJ-39(1.9+0.333+20.3)23.0+0.3333/3m3337.68VJ-48(2.0+0.333+20.3)23+0.33233/3m3317.16VJ-59(2.3+0.333+20.3)23+0.3333/3m3415.86V地梁(0.35+0.6)0.7(40.25+4.4+31.85+40.25+9.754)=0.950.7167.45m3111.35土方小计m31538.19C10垫层1.422+1.8218+1.929+2.02
3、8+2.329)0.1m317.43C25独立基础VJ-11.220.3+0.2/6(0.40.5+1.61.7+1.22)2m31.15VJ-21.620.3+0.3/6(0.40.5+1.62+2.02.1)18m320.09VJ-31.720.3+0.3/6(0.50.5+1.72+2.12.2)9m311.27建筑工程量计算书工程名称:底商住宅 本表共 6 页第 2 页序号项目名称计算公式单位数量VJ-41.820.3+0.3/6(0.52+1.82+2.32)8m311.29VJ-52.120.3+0.4/6(0.62+2.12+2.72)9m319.14小计m352.94地梁C10
4、垫层0.350.1167.45m35.86地梁C25砼0.250.5167.45m320.930.00以下柱0.350.4(2.52+2.418+2.49+0.422.48+0.522.49m318.244主体结构框架柱0.350.418.88(2+18+9)+0.42(18.888+159)+0.523.889m3131.15框架梁一层0.250.59.752+0.250.6(5.7754+4.2756)2+0.250.65.775m320.370.250.5(20.625+14.3+15.935+6.3)2m314.29一六层小计(14.29+20.37)6m3207.96有梁板4.252
5、0.10.250.34.254.252.450.10.250.22.450.250.21.553.651.550.1(3.351.550.10.250.21.55)2(2.054.550.10.250.22.05)22m347.97平板4.253.650.12(2.352.451.852.35)0.14.253.650.1223.354.5540.123.351.2520.13.354.250.122m332.91楼梯平板2.361.170.0853m33.31屋顶楼梯平板2.361.170.103m30.83平屋面平板(4.2510.95+3.556.05+3.356.054+39.64.5
6、5)20.12m379.0216层有梁板47.975m2239.8516层平板32.9153.310.83+79.02m2247.71现浇楼梯(3.632.3651.151.31.372.36)3m2142.69楼梯栏杆(1.52.2810)1.151.253m87.59栏杆油漆m87.59预埋铁件(1073113)0.65kg230.1楼梯栏板扶手(0.950.10.10.16)2.8453m34.73建筑工程量计算书工程名称:底商住宅 本表共 6 页第 3 页序号项目名称计算公式单位数量楼梯栏板涂料(1.050.060.3)2.3653m249.91栏板粉刷无花架2.3653m35.45屋
7、面工程GZ0.2521.246m33.45GZ粉刷(0.2520.2541.2)46m358.08栏板(0.90.10.10.16)101.9m311.31栏板粉刷m101.9栏板乳胶漆(45.8411.34)21.05m2120.08沿沟(0.40.460.12)0.09(45.8411.34)20.524m311.46沿沟粉刷(45.8411.34)20.524m116.44沿沟底涂料116.440.5m258.22沿沟外涂料(0.450.12)116.44m266.37沿沟内卷材(0.220.370.40.360.25)116.44m2186.30室外工程卷帘门洞口4.0953.023.
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