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1、工程量计算书 编 制 人： 审 核 人： 许 茜 编制日期： 工程量计算表 共 29 页 第 1 页序号分部分项工程名称部位与规格单位计算式计算结果一土石方工程1人工挖土方底部面积m (56.24+0.0)(14.64+0.6)1929.464顶部面积m（56.84+2.05）（15.24+2.05）1018.208总挖方量m1/32.05（866.242+1018.208+）1929.4642平整场地10m（56.24+4）（12.24+4）97.830二基础工程1基础垫层m(2.6+1.6)1.72+(3.5+2.6+5+3.3+0.8)(3.9+2.7+1.6)-(2.7-0.8)0.6
2、+(3.7+1.6)1.8+(3.3+3+1.9+3.2+2.6+3.6+3.6+2.7+3.3+3.5+2.6+5+3.3+0.8)(2.7+1.8+2.7+3.9+1.6)-(5.1-1.6+15.1+8.3)1.5+(1.8+1.5+6)(3.6+3.6+3.3+3.4+4.2+3.7+3.6+4+3+4+3.7+0.6+1.6)+(3.3+3.4+4.2+3.7+3.6+4+3+4+3.7+0.6)7.8+7.29(1.8+2.7+1.8+6+7.8+1.6)0.1154.4582筏板基础m2.61.72+（3.5+2.6+5+3.3+3）（2.7+1.8+2.7+3.9）+3.71.
3、8-2.70.6+（1.9+3.2+2.6+3.6+3.6+2.7+3.3+3.5+2.6+5+3.3）（2.7+1.8+2.7+3.9-1.5）+2.61.722+（3.3+3.6+3.6+3.4+4.2+3.7+3.6+4+3+4+3.7+0.6）（6+1.5+1.8）+（3.4+4.2+3.7+3.6+4+3+4+3.7+0.6）7.8+（1.8+2.7+1.8+6+7.8）7.290.6773.523三砌筑工程1地下室填充墙m 152.930地下室门窗M1020123162GC06050.650.5123.9GC08050.80.562.4工程量计算表 共 29 页 第 2 页序号分部
4、分项工程名称部位与规格单位计算式计算结果GC09050.90.541.8GC12051.20.521.2GC15051.50.553.75GC18051.80.510.9240mm填充墙m（56-6-0.482-0.413-0.5+14.4-1.5-0.482-0.4-0.3+1.22+11-0.32-0.42+6.6-0.48-0.4-0.3）0.241.4+（0.3+7.5-0.3+18.1-0.63+38.8-40.6-0.3+7.2-0.3-0.12）0.244.392.609190mm填充墙m（56-6-0.482-0.413-0.5+14.4-1.5-1.8-2.7-0.1-0.4
5、-0.48+6.6-0.48-0.4-0.3）0.190.636.725200mm填充墙m（3.9-1-0.32+3.3-0.32+2.3-1-0.15+5.086+3.676+3.9-0.12-1-0.2+2.7-0.05-1）0.21.92+（3.67+10.5-1-0.1+2.1-1-0.2+32.5-0.2-0.12）3.970.261.35100mm填充墙m（2.55+3.68+4.259+2.78+3.78+1.6+1.5+2.3+2.8+2.48+4）0.11.9212.618合计92.609+6.725+61.35+12.618-75.950.24-2.144152.9302一
6、层填充墙m110.602一层门窗FDM102112.1612.6FM丙11181.11.835.94FM丙06180.61.833.24FM乙102112.136.3LM18421.82.354.23工程量计算表 共 29 页 第 3 页序号分部分项工程名称部位与规格单位计算式计算结果LM24242.42.35528.2M07210.72.11116.17M09210.82.11728.56M18221.82.2311.88C09150.91.4567.83C101511.451.45C12151.21.4523.48C13151.31.451.885C15151.51.451123.925C
7、15191.51.8538.325C18151.81.452.61C18191.81.85619.98190mm填充墙m（56.24-0.122-0.48-0.412-32-0.53-0.48-0.6+56.24-0.122-0.8-0.48-0.412-0.62+14.642-0.124-0.483-0.42-0.33）0.192.2850.476200mm填充墙m（2.42+6.026+2.92+4+5.523+9.6+4.3+3.672+2.8+2.62+3.02+1.6+3.67+3.423+2.9+11.24+9.4+4.33+0.8+4.9+8.12+5.17+6.5+4.323+
8、4.3+3.3+4.33）0.22.2892.395100mm填充墙m2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1+2.6-0.2+1.75-0.2+1.8-0.2+2.4-0.1+2.6-0.2+（1.75-0.2）2+（1.8-0.1）2+4.9-0.2+2.6-0.2+2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1）0.12.289.223合计9.223+50.476+92.395-186.6050.2-4.171110.6023二层填充墙m118.386二层门窗工程量计算表 共 29 页 第 4 页序号分部分项工程名称部位与规格单位计算式计算结果FDM
9、102112.1612.6FM丙06180.61.833.24FM丙11181.11.835.94LM24242.42.35528.2LM18241.82.3514.23M07210.72.11116.17M09210.82.11728.56C09150.91.4567.83C101511.4511.45C12151.21.4523.48C13151.31.4511.885C15151.51.451123.925C15191.51.8538.325C18151.81.4512.61C18191.81.85619.98C12111.21.0533.78200mm填充墙m（2042+6.026+2
10、.9245.523+9.6+4.3+3.672+2.8+2.62+3.02+1.6+3.67+3.423+2.9+11.24+9.4+4.33+0.8+4.9+8.12+5.17+6.5+4.323+4.3+3.3+4.33）0.22.2892.395190mm填充墙m（56.24-0.122-0.48-0.412-32-0.53-0.48-0.6+56.24-0.122-0.8-0.48-0.412-0.62+14.642-0.124-0.483-0.42-0.33）0.192.2850.476100mm填充墙m2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1+2.6-0.2+
11、1.75-0.2+1.8-0.2+2.4-0.1+2.6-0.2+（1.75-0.2）2+（1.8-0.1）2+4.9-0.2+2.6-0.2+2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.10.12.289.223工程量计算表 共 29 页 第 5 页序号分部分项工程名称部位与规格单位计算式计算结果合计9.223+50.476+92.395-（12.6+3.24+5.94+28.2+4.23+16.17+28.56）0.2-（7.83+1.45+3.48+1.885+23.925+8.325+2.61+19.98+3.78）0.19118.3864三五层填充墙m342.561三五层门窗FDM102112.16337
