工程量计算书模板.docx

1、工程量计算书模板工程量计算书 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

2、-0.8)0.6+(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.

3、9）+3.71.8-2.70.6+（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

4、 2 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

5、-0.1-0.4-0.48+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+12.618-75.950.24-2.1441

6、52.9302一层填充墙m110.602一层门窗FDM102112.1612.6FM丙11181.11.835.94FM丙06180.61.833.24FM乙102112.136.3LM18421.82.354.23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LM24242.42.35528.2M07210.72.11116.17M09210.82.11728.56M18221.82.2311.88C09150.91.4567.83C101511.451.45C12151.21.4523.48C13151.31.451.885C15151.51.451

7、123.925C15191.51.8538.325C18151.81.452.61C18191.81.85619.98190mm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.

8、5+4.323+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-.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

9、结果FDM102112.1612.6FM丙06180.61.833.24FM丙11181.11.835.94LM24242.42.35528.2LM18241.82.3514.23M07210.72.11116.17M09210.82.11728.56C09150.91.4567.83C101511.4511.45C12151.21.4523.48C13151.31.4511.885C15151.51.451123.925C15191.51.8538.325C18151.81.4512.61C18191.81.85619.98C12111.21.0533.78200mm填充墙m（2042+6.

10、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+4.33）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

11、-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+1.8-0.10.12.289.223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

12、.561三五层门窗FDM102112.16337.8FM丙06180.61.8339.72FM丙11181.11.83317.82LM18241.82.351312.69LM24242.42.355384.6M07210.72.111348.51M09210.82.117385.68C09150.91.56323.49C101511.45134.35C12151.21.455326.1C13151.31.45135.655C15151.51.4511371.775C15191.51.853324.975C18151.81.45137.83C18191.81.856359.94200mm填充墙m

13、（2.4+2+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+4.33）0.22.283277.185工程量计算表 共 29 页 第 6 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190mm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.

14、192.283151.428100mm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+1.8-0.10.12.28327.669合计277.185+151.428+27.669-（37.8+9.72+17.82+12.69+84.6+48.51+85.68）0.2-(23.49+4.35+26.1+5.655+71.775+24.975+7.83+59.94)0.1

15、9-11.775342.5615六层填充墙m114.318六层门窗FDM102112.1612.6FM丙06180.61.833.24FM丙11181.11.835.94LM18241.82.3514.23LM24242.42.35528.2M07210.72.11116.17M09210.82.11728.56C15191.51.8538.325C09140.91.3567.29C101411.3511.35C12141.21.3523.24C12241.22.438.64C13141.31.3511.755C15141.51.351122.275工程量计算表 共 29 页 第 7 页序号分

16、部分项工程名称部位与规格单位计算式计算结果C18141.81.3512.43C18181.81.75618.9200mm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+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-

17、0.483-0.42-0.33）0.192.2850.476100mm填充墙m2.7-0.1+1.9-0.1+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+2.6-0.2+2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.10.12.289.223合计92.395+50.476+9.223-（12.6+3.24+5.94+4.23+28.2+16.17+28.56）0.2-（8.325+7.29+1.35+3.24+8.64+1.775+22.275+2.

18、43+18.9）0.19-3.885114.3186阁楼层填充墙m54.321阁楼层门窗C15121.52.139.45C24212.42.1630.24200mm填充墙m（1.8+2.7+1.8-0.28-0.4-0.1）2+（11-0.1-0.4-0.6-0.1）2+（4.5-0.1-0.1）22+（10.9-0.3-0.42+10.9-0.22-0.42+4.32+（4.42-0.1-0.8）2+4.42-0.3-0.12.80.263.482合计63.482-（9.45+30.24）0.2-1.22354.321工程量计算表 共 29 页 第 8 页序号分部分项工程名称部位与规格单位计

19、算式计算结果四混凝土工程1筏板基础m2.61.72+（3.5+2.6+5+3.3+3）(2.7+1.8+2.7+3.9)+3.71.8-2.70.6+（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+（3.6+3.6+3.3+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)7.290.6773.5232柱m273.883KZ10.60.64.6+0.05)

20、5+(0.60.2+0.40.2)(2.8+4.6)6+(0.60.2+0.40.2)(16.75-0.05-0.126)20.446KZ20.30.8(16.75+4.6-0.097)629.837KZ30.40.4(21.754+4.6-0.097)1769.969KZ40.31.2(16.75+4.6-0.127）214.767KZ50.40.4(16.75+4.6-0.097)619.891KZ60.30.6(21.754+4.6-0.127）29.185KZ70.60.6(4.6-0.05)16+(0.60.2+0.20.4）（16.75+0.05-0.37）1656.76KZ80.

21、30.55(16.75+4.6-0.097)413.675KZ90.60.6(4.6-0.05)+0.40.4(16.75+0.05-0.136)28.402KZ100.50.5(4.6-0.05)+(0.50.2+0.20.3）（16.75+0.05-0.136）311.102KZ110.31(21.754+4.6-0.137)17.633KZ120.31.1(16.75+4.6-0.37)16.353KZ130.30.75(16.75+4.6-0.097)14.662KZ140.30.4(21.754-16.75)21.201合计273.883工程量计算表 共 29 页 第 9 页序号分部

22、分项工程名称部位与规格单位计算式计算结果3板m750.717一层板m262.579LB1m（11+0.2）（4.5+0.1）+（3.3+0.095）（3.6+0.095）+3.66+3.6（4.5+3.9）+3.3(4.5+7.2)+7.64.5+7.36.3+3.71.75+3.64.25+3.34.25+114.50.1238.401LB2m（3.9+0.095）（3.3+0.095）+（4.5+0.095）（3.7+0.19）+2.7（4.3+0.095）+（3.9+0.095）（3.3+0.095）+4.53.7+2.7（4.3+0.095）0.1210.246LB3m1.8（4.3+0.095）+1.82.90.091.182LB4m5（3.9+0.095）+2.7420.138.002LB5m3.5（6.6+0.095）+3.6（7.2+0.095）+3.5（6.6+0.095）0.139.507LB6m（2.31.75+2.41.75+（1.9+0.095）（3.3+0.095）0.091.350LB7m（3.6+0.095）（6.9+0.095）+14.5（6.6+0.095）+7.36+7.811+(12.3+0.095)7.