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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 页序号分局部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m56.84+2.0515.24+2.051018.208总挖方量m1/32.05866.242+1018.208+1929.4642平整场地10m56.24+412.24+497.830二根底工程1根底垫层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+(3.7+1.6)1.8+
2、(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筏板根底m2.61.72+3.5+2.6+5+3.3+32.7+1.8+2.7+3.9+3.71.8-2.70.6+1.9+3.2+2
3、.6+3.6+3.6+2.7+3.3+3.5+2.6+5+3.32.7+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+0.66+1.5+1.8+3.4+4.2+3.7+3.6+4+3+4+3.7+0.67.8+1.8+2.7+1.8+6+7.87.290.6773.523三砌筑工程1地下室填充墙m152.930地下室门窗M1020123162GC06050.650.5123.9GC08050.80.562.4工程量计算表共 29 页 第 2 页序号分局部项工程名称部位与规格单位计算式计算结果GC09050.90.5
4、41.8GC12051.20.521.2GC15051.50.553.75GC18051.80.510.9240mm填充墙m56-6-0.482-0.413-0.5+14.4-1.5-0.482-0.4-0.3+1.22+11-0.32-0.42+6.6-0.48-0.4-0.30.241.4+0.3+7.5-0.3+18.1-0.63+38.8-40.6-0.3+7.2-0.3-0.120.244.392.609190mm填充墙m56-6-0.482-0.413-0.5+14.4-1.5-1.8-2.7-0.1-0.4-0.48+6.6-0.48-0.4-0.30.190.636.72520
5、0mm填充墙m3.9-1-0.32+3.3-0.32+2.3-1-0.15+5.086+3.676+3.9-0.12-1-0.2+2.7-0.05-10.21.92+3.67+10.5-1-0.1+2.1-1-0.2+32.5-0.2-0.123.970.261.35100mm填充墙m2.55+3.68+4.259+2.78+3.78+1.6+1.5+2.3+2.8+2.48+40.11.9212.618合计152.9302一层填充墙m110.602一层门窗FDM102112.1612.6FM丙11181.11.835.94FM丙06180.61.833.24FM乙102112.136.3LM
6、18421.82.354.23工程量计算表共 29 页 第3 页序号分局部项工程名称部位与规格单位计算式计算结果LM24242.42.35528.2M07210.72.11116.17M09210.82.11728.56M18221.82.2311.88C09150.91.4567.83C101511.451.45C12151.21.4523.48C13151.31.451.885C15151.51.451123.925C15191.51.8538.325C18151.81.452.61C18191.81.85619.98190mm填充墙m56.24-0.122-0.48-0.412-32-0
7、.53-0.48-0.6+56.24-0.122-0.8-0.48-0.412-0.62+14.642-0.124-0.483-0.42-0.330.192.2850.476200mm填充墙m2.42+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+4.3+3.3+4.330.22.2892.395100mm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
8、+2.4-0.1+2.6-0.2+1.75-0.22+1.8-0.12+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合计110.6023二层填充墙m118.386二层门窗工程量计算表共 29 页 第 4 页序号分局部项工程名称部位与规格单位计算式计算结果FDM102112.1612.6FM丙06180.61.833.24FM丙11181.11.835.94LM24242.42.35528.2LM18241.82.3514.23M07210.72.11116.17M09210.82.11728.56C09150.91.45
9、67.83C101511.4511.45C12151.21.4523.48C13151.31.4511.885C15151.51.451123.925C15191.51.8538.325C18151.81.4512.61C18191.81.85619.98C12111.21.0533.78200mm填充墙m2042+6.026+2.9245.523+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+4.330.22.2892.395190mm填充墙m
10、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+14.642-0.124-0.483-0.42-0.330.192.2850.476100mm填充墙m2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1+2.6-0.2+1.75-0.2+1.8-0.2+2.4-0.1+2.6-0.2+1.75-0.22+1.8-0.12+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 页序号分局部项工程
11、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+28.560.2-7.83+1.45+3.48+1.885+23.925+8.325+2.61+19.98+3.780.19118.3864三五层填充墙m342.561三五层门窗FDM102112.16337.8FM丙06180.61.8339.72FM丙11181.11.83317.82LM18241.82.351312.69LM24242.42.355384.6M07210.72.111348.51M09210.82.117385.68C09150.91.56323.49C101511.45134.35C12151.21.455326.1C1
