工程量计算书.doc

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成果一土石方工程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+(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）+3.71.8-2.70.6+（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 页序号分部分项工程名称部位与规格单位计算式计算成果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+14.4-1.5-1.8-2.7-0.1-0.4-0.48+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成果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+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成果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+6.026+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+2.6-0.2+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成果合计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FDM102112.16337.8FM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（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成果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）0.192.283151.428100mm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)0.19-11.775342.5615六层填充墙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 页序号分部分项工程名称部位与规格单位计算式计算成果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+14.642-0.124-0.483-0.42-0.33）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+2.43+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算式计算成果四混凝土工程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)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）1656.76KZ80.30.55(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 页序号分部分项工程名称部位与规格单位计算式计算成果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)7.89+37.49(7.8+0.095)0.3193.891二层板m72.649LB1m1.81.4+114.5+（3.3+0.095）（4.25+0.095）+3.65+3.6(4.5+3.9)+4.510.9+(3.6+0.095)(4.25+0.095)+(3.3+0.095)(4.25+0.095)+7.38.05+4.570.1234.259LB2m（3.3+0.095）（3.9+0.095）+（4.3+0.095）2.7+（4.5+0.095）（3.7+0.095）20.1210.288工程量计算表 共 29 页 第 1 0页序号分部分项工程名称部位与规格单位计算式计算成果LB3m1.8（4.3+0.095）20.091.424LB4m5（3.9+0.095）+2.7420.138.002LB5m11（1.8+0.095）+10.9（1.8+0.095）+0.651.2+1.752.3+11（1.8+0.095）0.096.044LB6m3.5（6.4+0.095）+1.22.95+3.67.2+3.5（6.6+0.095）0.139.831LB7m3.2（7.2+0.095）0.122.801三五层板m231.26LB1m114.5+（3.3+0.095）（4.25+0.095）+3.66+（1.9+0.095）（3.3+0.095）+3.68.4+4.510.9+3.6(4.25+0.095)+3.3(4.25+0.095)+7.38.05+4.5730.12127.122LB2m（3.3+0.095）（3.9+0.095）+2.7（4.3+0.095）230.1218.309LB3m1.8（4.3+0.095）230.094.272LB4m5（3.9+0.095）+2.74230.1324.005LB5m11（1.8+0.095）+2.33.55+0.651.2+10.9（1.8+0.095）+11（1.8+0.095）30.0919.248LB6m3.5（6.6+0.095）+1.22.95+3.6（7.2+0.095）+3.5（6.6+0.095）30.1329.900LB7m3.2（7.2+0.095）30.122.801工程量计算表 共 29 页 第 11 页序号分部分项工程名称部位与规格单位计算式计算成果六层板m85.346LB1m4.511+（3.3+0.095）（4.25+0.095）+3.66+3.6（4.5+3.9）+4.510.9+（3.6+0.095）（4.25+0.095）+（3.3+0.095）（4.25+0.095）+7.38.05+74.50.1234.345LB2m（3.3+0.095）（3.9+0.095）+2.7（4.3+0.095）20.126.103LB3m1.8（4.3+0.095）20.091.424LB4m5（3.9+0.095）+2.7420.138.002LB5m11（1.8+0.095）2+10.9（1.8+0.095）+2.31.750.0922.704LB6m3.5（6.6+0.095）+3.6（7.2+0.095）+3.5（6.6+0.095）+1.22.950.1310.05LB7m3.2（7.2+0.095）0.122.801阁楼层板m74.011LB1m（34.5+3.44.5+34.5）0.125.076WB1m44.52+（1.8+0.095）11+2.65.1+3.74.2+1.92.8+3.213.5+7.64.5+4.24.5+3.34.5+4.54+111.8+4.540.1230.950WB2m（3.3+0.095）（3.9+0.095）+4.5（4.3+0.095）+3.74.520.1211.998工程量计算表 共 29 页 第 12 页序号分部分项工程名称部位与规格单位计算式计算成果WB3m（53.9+42.7）20.137.878WB4m3.66.4720.136.056WB5m3.66.330.128.165屋顶板m24.872WB1m（46.34+3.36.3+4.26.3）0.1217.766WB2m（36.3+3.46.3+36.3）0.127.1064梁m一层梁m67.461KL10.21.4（3.32+2.4+1.7）2.078KL20.40.7(5.4+7.2+4+3.9)5.74KL30.20.43.320.266KL50.20.4(7.2+5.4+3.9+6+0.9)1.872KL60.20.4(6+0.9)0.552KL70.20.45.70.456KL80.20.243.650.175KL90.40.7(7.2+5.4+5.7+1.8)5.628KL100.20.43.650.292KL110.20.8(5.7+1.8)1.2KL120.20.63.650.438KL130.40.7(7.2+5.4+5.7+1.8)5.628KL140.20.430.24KL150.20.4(6.6+1.22)0.626KL170.20.46.60.528KL180.20.43.90.312工程量计算表 共 29 页 第 13 页序号分部分项工程名称部位与规格单位计算式计算成果KL190.20.42.70.216KL200.20.4(5.9+2.9+3.15)0.956KL210.20.43.650.292KL220.20.6(3.9+0.3)0.504KL240.20.4(6+1.22)0.578KL250.20.4(6+1.22+3.9)0.890KL260.20.43.30.264KL270.20.4(3.3+3.9)0.576KL290.40.7(3.1+6.69)2.741KL300.21.4(3.1+3)1.708KL310.21.4(3+2.7+2.8+3.6+3)4.228KL320.20.4(3.1+3.4+2.4+3.4)+0.21.4(3.4+2.4)2.608KL330.21.4(3+3.4+2.1+3.9+1.2)3.808KL340.20.43.10.248KL350.20.4(3+2.7+2.8+3.6)0.968KL36 0.20.43.10.248KL370.20.4(3.6+2.6+3.6+3.1)1.032KL380.20.4(3.1+3)0.488KL390.20.4(3.1+3.4+2.4+3.4)0.984KL400.20.42.70.216KL410.20.430.24KL420.20.43.70.296KL430.20.4(1.3+1.2)0.2KL440.20.4(2.7+0.6)0.264KL450.20.42.70.216KL460.20.4(1.3+2.6+2+3+3)1.176KL470.20.4(1.3+2.6+2+3+3)0.952KL480.20.4(2+2+2)0.48KL490.20.4(2.7+4.4+2+2.9+2.7)1.176工程量计算表 共 29 页 第 14 页