工程量计算书模板

工程量计算书编制人：人：编制日期：

■■■■■■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-土石方工程1人工挖土方底部面积m3(56.24+0.0)X(14.64+0.6)1929.464顶部面积m3(56.84+2.05)X(15.24+2.05)1018.208总挖方量m31/3X2.05X(866.242+1018.208+J866.242■1018.208)1929.4642平整场地10m3(56.24+4)X(12.24+4)97.830二基础工程1基础垫层m3[(2.6+1.6)X1.72+(3.5+2.6+5+3.3+0.8)X(3.9+2.7+1.6)-(2.7-0.8)X0.6+(3.7+1.6)X1.8+(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)X(2.7+1.8+2.7+3.9+1.6)-(5.1-1.6+15.1+8.3)X1.5+(1.8+1.5+6)X(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)X7.8+7.29X(1.8+2.7+1.8+6+7.8+1.6)]X0.1154.4582筏板基础m3[2.6X1.72+(3.5+2.6+5+3.3+3)X(2.7+1.8+2.7+3.9)+3.7X1.8-2.7X0.6+(1.9+3.2+2.6+3.6+3.6+2.7+3.3+3.5+2.6+5+3.3)X(2.7+1.8+2.7+3.9-1.5)+2.6X1.72X2+(3.3+3.6+3.6+3.4+4.2+3.7+3.6+4+3+4+3.7+0.6)X(6+1.5+1.8)+(3.4+4.2+3.7+3.6+4+3+4+3.7+0.6)X7.8+(1.8+2.7+1.8+6+7.8)X7.29]X0.6773.523三砌筑工程1地下室填充墙m3152.930地下室门窗4M10201X2X3162GC06050.65X0.5X123.9GC08050.8X0.5X62.4

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结果GC09050.9X0.5X41.8GC12051.2X0.5X21.2GC15051.5X0.5X53.75GC18051.8X0.5X10.9240mm填充墙m3(56-6-0.48X2-0.4X13-0.5+14.4-1.5-0.48X2-0.4-0.3+1.22+11-0.3X2-0.4X2+6.6-0.48-0.4-0.3)X0.24X1.4+(0.3+7.5-0.3+18.1-0.6X3+38.8-4X0.6-0.3+7.2-0.3-0.12)X0.24X4.392.609190mm填充墙m3(56-6-0.48X2-0.4X13-0.5+14.4-1.5-1.8-2.7-0.1-0.4-0.48+6.6-0.48-0.4-0.3)X0.19X0.636.725200mm填充墙m3(3.9-1-0.32+3.3-0.32+2.3-1-0.15+5.08X6+3.67X6+3.9-0.12-1-0.2+2.7-0.05-1)X0.2X1.92+(3.67+10.5-1-0.1+2.1-1-0.2+32.5-0.2-0.12)X3.97X0.261.35100mm填充墙m3(2.55+3.68+4.25X9+2.78+3.78+1.6+1.5+2.3+2.8+2.48+4)X0.1X1.9212.618合计92.609+6.725+61.35+12.618-75.95X0.24-2.144152.9302一层填充墙m3110.602一层门窗而FDM10211X2.1X612.6FM丙11181.1X1.8X35.94FM丙06180.6X1.8X33.24FM乙10211X2.1X36.3

LM18421.8X2.354.23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LM24242.4X2.35X528.2M07210.7X2.1X1116.17M09210.8X2.1X1728.56M18221.8X2.2X311.88C09150.9X1.45X67.83C10151X1.451.45C12151.2X1.45X23.48C13151.3X1.451.885C15151.5X1.45X1123.925C15191.5X1.85X38.325C18151.8X1.452.61C18191.8X1.85X619.98190mm填充墙m3(56.24-0.12X2-0.48-0.4X12-3X2-0.5X3-0.48-0.6+56.24-0.12X2-0.8-0.48-0.4X12-0.6X2+14.64X2-0.12X4-0.48X3-0.4X2-0.3X3)X0.19X2.2850.476200mm填充墙m3(2.42+6.02X6+2.92+4+5.52X3+9.6+4.3+3.67X2+2.8+2.62+3.02+1.6+3.67+3.42X3+2.9+11.24+9.4+4.3X3+0.8+4.9+8.12+5.17+6.5+4.32X3+4.3+3.3+4.3X3)X0.2X2.2892.395100mm填充墙m3[2.7-0.1+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)X2+(1.8-0.1)X2+4.9-0.2+2.6-0.2+2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1)]X0.1X2.289.223合计9.223+50.476+92.395-186.605X0.2-4.171110.6023二层填充墙m3118.386

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FDM10211X2.1X612.6FM丙06180.6X1.8X33.24FM丙11181.1X1.8X35.94LM24242.4X2.35X528.2LM18241.8X2.35X14.23M07210.7X2.1X1116.17M09210.8X2.1X1728.56C09150.9X1.45X67.83C10151X1.45X11.45C12151.2X1.45X23.48C13151.3X1.45X11.885C15151.5X1.45X1123.925C15191.5X1.85X38.325C18151.8X1.45X12.61C18191.8X1.85X619.98C12111.2X1.05X33.78200mm填充墙m3(2042+6.02X6+2.92X4X5.52X3+9.6+4.3+3.67X2+2.8+2.62+3.02+1.6+3.67+3.42X3+2.9+11.24+9.4+4.3X3+0.8+4.9+8.12+5.17+6.5+4.32X3+4.3+3.3+4.3X3)X0.2X2.2892.395190mm填充墙m3(56.24-0.12X2-0.48-0.4X12-3X2-0.5X3-0.48-0.6+56.24-0.12X2-0.8-0.48-0.4X12-0.6X2+14.64X2-0.12X4-0.48X3-0.4X2-0.3X3)X0.19X2.2850.476100mmm3[2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1+2.6-0.2+19.223

填充墙.75-0.2+1.8-0.2+2.4-0.1+2.6-0.2+(1.75-0.2)X2+(1.8-0.1)X2+4.9-0.2+2.6-0.2+2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1]X0.1X2.28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)X0.2-(7.83+1.45+3.48+1.885+23.925+8.325+2.61+19.98+3.78)X0.19118.3864三~五层填充墙m3342.561三〜五层门窗而FDM10211X2.1X6X337.8FM丙06180.6X1.8X3X39.72FM丙11181.1X1.8X3X317.82LM18241.8X2.35X1X312.69LM24242.4X2.35X5X384.6M07210.7X2.1X11X348.51M09210.8X2.1X17X385.68C09150.9X1.5X6X323.49C10151X1.45X1X34.35C12151.2X1.45X5X326.1C13151.3X1.45X1X35.655C15151.5X1.45X11X371.775C15191.5X1.85X3X324.975C18151.8X1.45X1X37.83C18191.8X1.85X6X359.94200mm填充墙m3(2.4+2+6.02X6+2.92+4+5.52X3+9.6+4.3+3.67X2+2.8+2.62+3.02+1.6+3.67+3.42X3+2.9+11.24+9.4+4.3X3+0.8+4.9+8.12+5.17+6.5+4.32277.185

X3+4.3+3.3+4.3X3)X0.2X2.28X3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m3(56.24-0.12X2-0.48-0.4X12-3X2-0.5X3-0.48-0.6+56.24-0.12X2-0.8-0.48-0.4X12-0.6X2+14.64X2-0.12X4-0.48X3-0.4X2-0.3X3)X0.19X2.28X3151.428100mm填充墙m3[2.7-0.1+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)X2+(1.8-0.1)X2+4.9-0.2+2.6-0.2+2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1]X0.1X2.28X327.669合计277.185+151.428+27.669(37.8+9.72+17.82+12.69+84.6+48.51+85.68)X0.2-(23.49+4.35+26.1+5.655+71.775+24.975+7.83+59.94)X0.19-11.775342.5615六层填充墙m3114.318六层门窗而FDM10211X2.1X612.6FM丙06180.6X1.8X33.24FM丙11181.1X1.8X35.94LM18241.8X2.35X14.23LM24242.4X2.35X528.2M07210.7X2.1X1116.17M09210.8X2.1X1728.56C15191.5X1.85X38.325C09140.9X1.35X67.29C10141X1.35X11.35

C12141.2X1.35X23.24C12241.2X2.4X38.64C13141.3X1.35X11.755C15141.5X1.35X1122.275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结果C18141.8X1.35X12.43C18181.8X1.75X618.9200mm填充墙m3(2.42+6.02X6+2.92+4+5.52X3+9.6+4.3+3.67X2+2.8+2.62+3.02+1.6+3.67+3.42X3+2.9+11.24+9.4+4.3X3+0.8+4.9+8.12+5.17+6.5+4.32X3+4.3+3.3+4.3X3)X0.2X2.2892.395190mm填充墙m3(56.24-0.12X2-0.48-0.4X12-3X2-0.5X3-0.48-0.6+56.24-0.12X2-0.8-0.48-0.4X12-0.6X2+14.64X2-0.12X4-0.48X3-0.4X2-0.3X3)X0.19X2.2850.476100mm填充墙m3[2.7-0.1+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)X2+(1.8-0.1)X2+4.9-0.2+2.6-0.2+2.6-0.2+2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1]0.1X2.289.223合计92.395+50.476+9.223(12.6+3.24+5.94+4.23+28.2+16.17+28.56)X0.2-(8.325+7.29+1.35+3.24+8.64+1.775+22.275+2.43+18.9)X0.19-3.885114.3186阁楼层填充墙m354.321阁楼层门窗而C15121.5X2.1X39.45C24212.42.1X630.24

200mm填充墙m3{[(1.8+2.7+1.8-0.28-0.4-0.1)X2+(11-0.1-0.4-0.6-0.1)X2+(4.5-0.1-0.1)X2]X2+(10.9-0.3-0.4X2+10.9-0.2X2-0.4X2+4.32+(4.42-0.1-0.8)X2+4.42-0.3-0.1}X2.8X0.263.482合计63.482-(9.45+30.24)X0.2-1.22354.321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结果四混凝土工程1筏板基础m3[2.6X1.72+(3.5+2.6+5+3.3+3)X(2.7+1.8+2.7+3.9)+3.7X1.8-2.7X0.6+(1.9+3.2+2.6+3.6+3.6+2.7+3.3+3.5+2.6+5+3.3)X(2.7+1.8+2.7+3.9-1.5)+2.6X1.72X2+(3.6+3.6+3.3+3.4+4.2+3.7+3.6+4+3+4+3.7+0.6)X(6+1.5+1.8)+(3.4+4.2+3.7+3.6+4+3+4+3.7+0.6)X7.8+(1.8+2.7+1.8+6+7.8)X7.29]X0.6773.5232柱m3273.883KZ10.6X0.6X[4.6+0.05)X5+(0.6X0.2+0.4X0.2)X(2.8+4.6)X6+(0.6X0.2+0.4X0.2)X(16.75-0.05-0.12X6)20.446KZ20.3X0.8X(16.75+4.6-0.09X7)X629.837KZ30.4X0.4X(21.754+4.6-0.09X7)X1769.969KZ40.3X1.2X(16.75+4.6-0.12X7)X214.767KZ50.4X0.4X(16.75+4.6-0.09XX7)X619.891KZ60.3X0.6X(21.754+4.6-0.12X7)X29.185KZ70.6X0.6X(4.6-0.05)X16+(0.6X0.2+0.2X0.4)X(16.75+0.05-0.3X7)X1656.76KZ80.3X0.55X(16.75+4.6-0.09X7)X413.675KZ9[0.6X0.6X(4.6-0.05)+0.4X0.4X(16.75+0.05-0.13X6)]X28.402KZ10[0.5X0.5X(4.6-0.05)+(0.5X0.2+0.2X0.3)X(16.75+0.05-0.13X6)]X311.102KZ110.3X1X(21.754+4.6-0.13X7)X17.633

KZ120.3X1.1X(16.75+4.6-0.3X7)X16.353KZ130.3X0.75X(16.75+4.6-0.09X7)X14.662KZ140.3X0.4X(21.754-16.75)X21.201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结果3板m3750.717一层板m3262.579LB1m3[(11+0.2)X(4.5+0.1)+(3.3+0.095)X(3.6+0.095)+3.6X6+3.6X(4.5+3.9)+3.3X(4.5+7..2)+7.6X4.5+7.3X6.3+3.7X1.75+3.6X4.25+3.3X4.25+11X4.5]X0.1238.401LB2m3[(3.9+0.095)(3.3+0.095)+(4.5+0.095)X(3.7+0.19)+2.7X(4.3+0.095)+(3.9+0.095)X(3.3+0.095)+4.5X3.7+2.7X(4.3+0.095)]X0.1210.246LB3m3[1.8X(4.3+0.095)+1.8X2.9]X0.091.182LB4m3[5X(3.9+0.095)+2.7X4]X2X0.138.002LB5m3[3.5X(6.6+0.095)+3.6X(7.2+0.095)+3.5X(6.6+0.095)]X0.139.507LB6m3[(2.3X1.75+2.4X1.75+(1.9+0.095)X(3.3+0.095)]X0.091.350LB7m3[(3.6+0.095)X(6.9+0.095)+14.5X(6.6+0.095)+7.3X6+7.8X11+(12.3+0.095)X7.89+37.49X193.891

(7.8+0.095)]X0.3二层板m372.649LB1m3[1.8X1.4+11X4.5+(3.3+0.095)X(4.25+0.095)+3.6X5+3.6X(4.5+3.9)+4.5X10.9+(3.6+0.095)X(4.25+0.095)+(3.3+0.095)X(4.25+0.095)+7.3X8.05+4.5X7]X0.1234.259LB2m3[(3.3+0.095)X(3.9+0.095)+(4.3+0.095)X2.7+(4.5+0.095)X(3.7+0.095)]X2X0.1210.288工程量计算表共29页第10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LB3m31.8X(4.3+0.095)X2X0.091.424LB4m3[5X(3.9+0.095)+2.7X4]X2X0.138.002LB5m3[11X(1.8+0.095)+10.9X(1.8+0.095)+0.65X1.2+1.75X2.3+11X(1.8+0.095)]X0.096.044LB6m3[3.5X(6.4+0.095)+1.2X2.95+3.6X7.2+3.5X(6.6+0.095)]X0.139.831LB7m33.2X(7.2+0.095)X0.122.801三〜五层板m3231.26LB1m3[11X4.5+(3.3+0.095)X(4.25+0.095)+3.6X6+(1.9+0.095)X(3.3+0.095)+3.6X8.4+4.5X10.9+3.6X(4.25+0.095)+3.3X(4.25+0.095)+7.3X8.05+4.5X7]X3X0.12127.122LB2m3[(3.3+0.095)X(3.9+0.095)+2.7X(4.3+0.095)]X2X3X0.1218.309

LB3m31.8X(4.3+0.095)X2X3X0.094.272LB4m3[5X(3.9+0.095)+2.7X4]X2X3X0.1324.005LB5m3[11X(1.8+0.095)+2.3X3.55+0.65X1.2+10.9X(1.8+0.095)+11X(1.8+0.095)]X3X0.0919.248LB6m3[3.5X(6.6+0.095)+1.2X2.95+3.6X(7.2+0.095)+3.5X(6.6+0.095)]X3X0.1329.900LB7m33.2X(7.2+0.095)X3X0.122.801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结果六层板m385.346LB1m3[4.5X11+(3.3+0.095)X(4.25+0.095)+3.6X6+3.6X(4.5+3.9)+4.5X10.9+(3.6+0.095)X(4.25+0.095)+(3.3+0.095)X(4.25+0.095)+7.3X8.05+7X4.5]X0.1234.345LB2m3[(3.3+0.095)X(3.9+0.095)+2.7X(4.3+0.095)]X2X0.126.103LB3m31.8X(4.3+0.095)X2X0.091.424LB4m3[5X(3.9+0.095)+2.7X4]X2X0.138.002LB5m3[11X(1.8+0.095)X2+10.9X(1.8+0.095)+2.3X1.75]X0.0922.704LB6m3[3.5X(6.6+0.095)+3.6X(7.2+0.095)+3.5X(6.6+0.095)+1.2X2.95]X0.1310.05

LB7m33.2X(7.2+0.095)X0.122.801阁楼层板m374.011LB1m3(3X4.5+3.4X4.5+3X4.5)X0.125.076WB1m3[4X4.5X2+(1.8+0.095)X11+2.6X5.1+3.7X4.2+1.9X2.8+3.2X13.5+7.6X4.5+4.2X4.5+3.3X4.5+4.5X4+11X1.8+4.5X4]X0.1230.950WB2m3[(3.3+0.095)X(3.9+0.095)+4.5X(4.3+0.095)+3.7X4.5]X2X0.1211.998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结果WB3m3(5X3.9+4X2.7)X2X0.137.878WB4m33.6X6.47X2X0.136.056WB5m33.6X6.3X3X0.128.165屋顶板m324.872WB1m3(4X6.3X4+3.3X6.3+4.2X6.3)X0.1217.766WB2m3(3X6.3+3.4X6.3+3X6.3)X0.127.1064梁m3一层梁m367.461KL10.2X1.4X(3.32+2.4+1.7)2.078KL20.4X0.7X(5.4+7.2+4+3.9)5.74KL30.2X0.4X3.320.266

KL50.2X0.4X(7.2+5.4+3.9+6+0.9)1.872KL60.2X0.4X(6+0.9)0.552KL70.2X0.4X5.70.456KL80.2X0.24X3.650.175KL90.4X0.7X(7.2+5.4+5.7+1.8)5.628KL100.2X0.4X3.650.292KL110.2X0.8X(5.7+1.8)1.2KL120.2X0.6X3.650.438KL130.4X0.7X(7.2+5.4+5.7+1.8)5.628KL140.2X0.4X30.24KL150.2X0.4X(6.6+1.22)0.626KL170.2X0.4X6.60.528KL180.2X0.4X3.90.312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结果KL190.2X0.4X2.70.216KL200.2X0.4X(5.9+2.9+3.15)0.956KL210.2X0.4X3.650.292KL220.2X0.6X(3.9+0