7.7××办公楼建筑工程部分工程量计算示例

单位工程名称：××办公楼建筑工程序号分项工程名 称计算部位计算式编制日期：　年　月　日计量工程数量单位mm77.6076.12说明未扣KZ、GZ未扣KZ、GZL外Ⅰ层(26.3+12.5)*2L中Ⅰ层(26.3+12.5)*2-0.37*44.2-0.12*2+3.9-0.12*2+4.2-0.15-0.2+3.9-0.12-0.15+4.8-0.15-0.2+4.8-0.12-0.15+4.8-0.12*2+4.8-L内Ⅰ层2400.15-0.2+4.8-0.12-0.15+4.2-0.15-0.2+3.9-0.15-0.12+1.8-0.12*2+6.6-0.15-0.25+3.3-0.15-0.2+9.9+2.7-0.2+0.12+3.3-0.2-0.15+2.1-0.25+0.12+9.9L内Ⅰ层1204.2-0.12*2L内Ⅰ层603.3-0.12*2+4.8-0.12-0.7-0.06-0.12+1*2-0.7L外Ⅱ层(26.3+11.9)*2L中Ⅱ层(26.3+11.9)*2-0.37*44.2-0.12*2+4.2-0.15-0.2+3.9-0.15-0.12+4.8-0.15-三线一面基数0.2+4.8-0.12*2+4.8-0.15-0.2+4.8-0.15-0.12+4.2-L内Ⅱ层2400.15-0.2+3.9-0.15-0.12+6.6-0.15-0.25+3.3-0.15-0.2+2.7-0.2+0.12+3.3-0.2-0.15+3.3*4+6.6L内Ⅱ层603.3-0.12*2L内Ⅲ层240S1S2S阁楼S总1平整场地山墙：(1.8+4.8+0.05-0.12-0.4)*2直墙：6+0.12*226.3*12.5-3.3*0.6*2-6.6*1.5*2-6.6*0.6*226.3*11.9-6.6*0.9*2-6.6*0.6*2(3.55-2.1/2.6*3.55+3.3*2-(3.55-1.6/2.7*3.55))*(5.2-2.1/2.6*5.2)*2*2+((3.55-1.6/2.7*3.55)*2+6)*(6.1-1.6/2.7*6.1+5.8-1.6/2.7*5.8)297.07+293.17+66.46297.07+2*77.6+16(0.5+0.15*2)*1.15*(3.9+1.8-0.95-1+4.2-1-0.95+3.3+3.3-0.75-1.05+3.3-0.95-0.8+3.3+2.7-0.8*2+3.3-0.8-0.95+6.6-1.05-0.75+4.2-0.95-1+1.8+3.9-1-0.95+6.6-0.75-1.15+3.3-1-1.05+6-2+3.3-1-1.05+3.3+3.3-1.15-0.75)(0.5+0.15*2)*1.15*(4.2-0.185-0.25+4.2-0.95-1.2+4.2+0.6-0.95-1.2+4.2+0.6-0.185-0.25+4.2+0.6-0.95-1.2+4.2-0.95-1.2+3.9-0.185-0.25+3.9-1.05-0.25+3.9+0.9-0.95-0.25+3.9+0.9-0.95-0.25+3.9-1.05-0.25+3.3*3-0.95-1.25-1.15-1.25+2.7+3.3+2.1+0.25*2-1.15-1.25-1.15-1.25+1.8-0.25*2+3.3*3-0.185+0.25+3.3+6.6-0.185+0.25)(1+0.37+0.1)*0.75*(76.12-0.25*8-1.47*4+12-0.185*2-1.47*2-0.5*14)-(0.75-0.185)*(0.95-0.185)*0.75*4-(0.95-0.185)*2*0.75*2-2*(0.95-0.185)*0.75*2-(0.95-0.185)*0.6*0.75*2-1.6*(0.95-0.185)*0.75*2-2.2*(1.05-0.185)*0.75*2-(1.05-0.25)*0.9*0.75*2-2*(0.95-0.185)*0.75*2-(1-0.25)*0.6*0.75*2-(1.15-0.25)*2.4*0.75(1.5*0.3+0.5*0.4/2+0.5*0.8)*6.5m83.15未扣GZmmmmmmmmmm223.968.1676.4074.9271.433.0612.266.24297.07293.1766.46656.70468.27人 工三类土以下同2.2米以上m2mm221－1槽m341.402－2槽m358.632基槽开挖地沟槽m3沟底标高变更60.16为-1.100米6.1853.07219.43正门估C10砼70厚1000厚炉渣台阶槽mm33散水槽(77.6+0.9*4-6.5-2.3)*0.685*1.07基槽开挖土方量合计m3[总页数]1页

工程量计算表

单位工程名称：××办公楼建筑工程序号分项工程名 称计算部位J－1J－1a3基坑开挖(1.8+0.3*2)^2*1.15*4(1.4+0.3*2)*(1.8+0.3*2)*1.15*6编制日期：　年　月　日

计算式计量工程数量单位m3m3m3mmm333说明26.5033.1236.0616.5620.932.19135.3611.95标 高－1.1m以 下 标 高　-0.7m～-1.1m标 高 -0.7m～-0.45m标 高 -0.45m～-0.1mJ-2(2a)(2.2+0.3*2)^2*1.15*4J－3J－4台阶(2.4+0.3*2)*(1.8+0.3*2)*1.15*2(2.9+0.3*2)*(2+0.3*2)*1.15*2(1.5*0.3+0.5*0.4/2+0.5*0.8)*2.3基坑开挖土方量合计0.5*0.5*(3.9+1.8+4.2-0.85*2-0.9*2+25.8-0.65*2-1.8*2-1.4*2+4.2+1.8+3.9-0.85*2-0.9*2+25.8-0.65*2-2*2-1.8*2)0.5*0.4*(3.9+1.8+4.2-0.5*2-1.1+25.8-0.3*2-1*2-1.4*2-0.7*2+4.2+1.8+3.9-0.5*2-1.1+25.8-0.3*2-1.2*2-1.1*2)0.5*0.25*(77.6-0.4*18-0.6*2-0.37*2)1－1基0.5*0.35*(77.6-0.4*18-0.6*2-0.37*2)扣0.7*0.7*0.5(基础孔洞)扣0.24*0.18*1.5*2（2XGL－1）扣0.5*0.5*0.4（GJ－2）1－1基合计0.5*0.5*(4.2-0.185-0.25+3.9-0.185-0.25+4.2-0.85-1.1+3.9-0.95-0.25+4.8-0.85-1.1+4.8-0.85-0.25+4.8-0.185-0.25+4.8-0.85-1.1+4.8-0.85-0.25+4.2-0.85-1.1+3.9-0.95-0.25+6.6-0.185-1.15+3.3-1.05-1.15+2.7+3.3+2.1+0.25*2-2.2*2+1.8-0.25*2+9.9+0.25-0.185+9.9+0.25-0.185)(括号内数值为66.39m)0.5*0.4*(66.39+0.35*5+0.5*11+0.4*4)2－2基0.5*0.25*(66.39+0.7*7+0.9*11+0.8*2)0.5*0.35*(66.39+0.7*7+0.9*11+0.8*2)扣1*1*0.5*14-0.4*0.4*0.5*8(基础孔洞)扣0.5*0.5*0.4*2（2GJ－1）2－2基合计台阶基0.5*0.8*(6.5+2.3)梯　基0.5*0.8*1.4毛石基础砌筑量合计侧门估m3m3m311.04mmm38.5611.98-0.25-0.13-0.1043.0533m3m3m34毛石基础砌筑m316.60标 高 -1.100m以 下mmm315.0510.3514.49-6.36-0.2049.923.520.5697.06标 高 -0.7m～-1.1m标 高 -0.7m～-0.45m标 高 -0.45m～-0.1m33m3m3m3m3m3估m3[总页数]2页

工程量计算表

单位工程名称：××办公楼建筑工程序号分项工程名 称计算部位J－1J－1aJ－3J－45C10砼垫屋地 沟垫 层(1.8+0.1*2)^2*0.1*4(1.4+0.1*2)*(1.8+0.1*2)*0.1*6(2.4+0.1*2)*(1.8+0.1*2)*0.1*2(2.9+0.1*2)*(2+0.1*2)*0.1*2小计(1+0.37+0.1)*(76.12-0.25*8-1.47*4+12-0.185*2-1.47*2-0.5*14)*0.1-(0.65-0.185)*(0.85-0.185)*0.1*4-1.8*(0.85-0.185)*0.1*6-0.6*(0.85-0.185)*0.1*2-1.4*(0.85-0.185)*0.1*2-2*(0.95-0.185)*0.1*2-0.9*(0.95-0.185)*0.1*2-0.6*(0.9-0.25)*0.1*2-2.2*(1.05-0.25)*0.1-1*0.5*0.1*5-(1-0.85+0.185)*0.5*0.1*7-(1-0.95+0.185)*0.5*0.1*2编制日期：　年　月　日

计算式计量工程数量单位m3m3m3mmm333说明1.601.922.301.041.368.23独立基础垫屋J-2(2a)(2.2+0.1*2)^2*0.1*4m39.11C10砼垫屋合计J－1J－1a6独立基础砼J－3J－4(1.8*1.8+1.1*1.1)*0.4*4(1.4*1.8+0.7*1.1)*0.4*6(2.4*1.8+1.6*1)*0.4*2(2.9*2+2.1*1.2)*0.4*2独立基础砼合计219.43+135.36-11.95-11.04-8.56-16.6-15.05-10.35-3.52-0.56-17.34-27.07-1.37*0.65*(76.12-0.25*8-1.37*4+12-0.185*2-1.37*2)(297.07-76.12*0.37-83.15*0.24-1.37*(76.12-0.25*8-1.37*4+12-0.185*2-1.37*2))*(0.45-0.15-0.06-0.02-0.02)回填土合计mmmm333317.347.127.909.684.746.6636.09163.71夯填C20J-2(2a)(2.2*2.2+1.1*1.1)*0.4*4m3m3m3m3基础7回填土室内m328.55192.26162.5376.4574.81-28.39M5混大孔空心砖一层m3m3m3m3m38余土外运9370外墙空心砖砌筑219.43+135.36-192.26(77.6-0.4*18-0.6*4-一层6.5)*0.365*(2.95+0.1)+(6.5+0.6*2-0.37*2)*0.365*(3+0.1)二层(76.4-0.4*20-0.6*2)*0.365*(6.6-3.55)(4.2*2.95(M1)+1.3*2.1(M1321)+5.1*2.35*2(2C5123扣门窗)+2.1*2.05*2(2C2120)+1.8*2.05*7(7C1820)+1.5*1.2(C1512)+1.2*2.05(C1220))*0.365(5.1*2.4*2(2C5124)+2.1*2.4*2(2C2124)+2.1*2.1*2(扣门窗2C2121)+1.8*2.1*7(7C1821)+1.5*1.2(C1512)+1.2*2.1*2(2C1221))*0.365扣XGL0.36*0.18*2*2（二层C1512上，一层M1321上）扣GZ20.365*0.365*(1.75-0.35+0.1)扣XTL20.25*0.35*2.54扣门窗口0.24*0.365*(2.95*2+2.1*2+2.35*2*2+2.05*2*2+2.05*2*7+1.2*2+立边及窗2.05*2+2.4*2*2+2.4*2*2+2.1*2*2+2.1*2*7+1.2*2+2.1*2*2)+0.2*台实心砖0.365*(5.1*4+2.1*6+1.8*14+1.5*2+1.2*3+0.48*29)m3-27.99-0.26-0.20-0.22-17.2077.00二层梁长为2mm3m3m3mm3370外墙空心砖砌筑量合计3[总页数]3页

工程量计算表

单位工程名称：××办公楼建筑工程序号分项工程名 称计算部位计算式(4.2-0.15-0.2+3.9-0.15-0.12+4.8-0.15-0.2+4.8-0.15-0.12)*2*0.24*(2.95+0.1)(9.9-0.15-0.4-0.2+8.1+0.12-0.4*2+9.9*2)*0.24*(3+0.1)(4.2-0.12*2+3.9-0.12*2+4.8-0.12*2)*0.24*(3.15+0.1)(1.8-0.12*2)*0.24*(3.4+0.1)((4.2-0.15-0.2+4.8-0.15-0.2+3.9-0.15-0.12)*2+4.8-0.15-0.12+9.9-0.15-0.4-0.2+6+0.12-0.4-0.15)*0.24*(6.6-3.55)(3.3*4+6)*0.24*(6.65-.355)(4.2-0.12*2+4.8-0.12*2)*0.24*(6.8-3.55)240内墙空心砖砌筑(0.6*(6.65-0.4)+11.5*2.6/2-4.85*4.85/5.9*2.6/2-水箱间0.4*4.85/5.6*2.6)*0.24*2+6.24*0.24*(0.6+4.85/5.9*2.6)(1.5*2.1(M1521)+1.3*2.1(M1321)+1*2.1*7(7M1021扣门窗)+0.9*2.1*2(2M0921)+2.1*1(C2110)+1.5*1.2(C1512))*0.24(1*2.1*7(7M1021)+0.9*2.1*2(2M0921)+1.48*2.1(M扣门窗1421))*0.24扣XGL0.24*0.18*(1.5*18+2.0*4)(18XGL－1，4XGL－2)扣2GZ10.24*0.24*(1.75-0.35+0.1)*2扣2XTL30.25*0.35*2.1*2编制日期：　年　月　日计量工程数量单位m3m3说明一层m3mmm3②③④⑤轴1/B、C27.06轴1/1、1/39.50轴1/5轴1.3124.1031.5629.01②③④⑤C轴3二层3m3m31/B轴1/1、1/36.65轴1010.16m3mmmm3-6.78-5.18-1.51-0.17-0.37-5.55119.761.35一层二层XGL－2梁长改为2m333扣门窗口立边0.24*0.24*(2.1*2*21+1*2+1.2*2)+0.24*0.2*(2.1+1.及窗台5)实心砖240内墙空心砖砌筑量合计11混水砖墙1/2砖12钢筋砖过梁(3.96*(3.4+0.1)-0.9*2.1)*0.115-0.12*0.12*1.5(门上过梁)淋浴间(0.9+0.5)*0.053*0.441/5轴卫生间(8.16-0.7*4)*2.4*0.05313混水砖墙1/4砖淋浴间(3.06*3.6-0.9*2.1)*0.053-0.03(钢筋砖过梁)混水砖墙1/4砖砌筑量合计门窗口立边及窗台实心砖大便蹲位砌砖m3m3m3m3m3M5水泥0.03M0921上0.680.451.1422.750.7223.4723.552.900.43估栏板内侧120厚M10水泥砂浆见上估m3m3m3mm3317.2+5.551.2*1*0.3*214零星砖砌体1516砖地沟砌筑方整石台阶砌筑零星砖砌体砌筑量合计0.365*1*(76.12-0.25*8-1*8-0.37*4-0.5*14-详见暖11*2+12.5-0.37-0.25*2-1.37*2)正、侧门(1.2+0.5*2)*0.15*(6.5+2.3)m3m3m317加气砼块砌筑水箱间6*0.12*0.6[总页数]4页

工程量计算表

单位工程名称：××办公楼建筑工程序号1819编制日期：　年　月　日

计算式计量工程数量单位m3m317.3436.090.30分项工程名 称混凝土垫层独立基础混凝土计算部位说明见前见前见前20构造柱基础砼21现浇砼矩形柱22现浇砼构造柱现浇砼单梁连续梁现浇砼单梁连24续梁（斜）25现浇砼过梁2326现浇砼有梁板2728293031323334353637现浇砼平板现浇砼斜板现浇砼栏板现浇砼天沟挑檐板现浇砼阳台、雨蓬板现浇砼整体楼梯直形混凝土散水面层一次抹光厚70mm预制地沟盖板购置预制地沟盖板运输预制地沟盖板安装预制地沟盖板接头灌缝圆钢筋Φ6.5圆钢筋Φ8圆钢筋Φ10圆钢筋Φ12圆钢筋Φ14圆钢筋Φ16圆钢筋Φ18螺纹钢筋Φ16螺纹钢筋Φ18螺纹钢筋Φ20螺纹钢筋Φ220.2+0.1m3m30.2+0.17m3m3mm330.37见前见前m3m3m3m3m3m3m2m2m3mmmttttttttttttt333383940414243444546474849螺纹钢筋Φ2550箍筋Φ6.5[总页数]5页

工程量计算表

单位工程名称：××办公楼建筑工程序号51525354555657585960编制日期：　年　月　日

计算式计量工程数量单位ttttttttttt分项工程名 称箍筋Φ8箍筋Φ10圆钢筋（斜）Φ8圆钢筋（斜）Φ10螺纹钢筋（斜）Φ18螺纹钢筋（斜）Φ20螺纹钢筋（斜）Φ22箍筋（斜）Φ8)Φ10箍筋(斜计算部位说明砌体内加固钢筋Φ6.561铁件预制钢筋砼水62槽[总页数]6页

[总页数]7页

[总页数]8页

[总页数]9页

[总页数]10页

[总页数]11页

[总页数]12页