1、增增加加工工程程序号项目名称单位工程量计算式数值备注会会所所门门厅厅处处增增加加基基础础TJ-1TJ-11150木桩(防腐处理)m326*1.5*(3.14*0.15*0.15)2.76500元/m32C10垫层砼m31.2*0.1*(2.6*2+9.2)1.733垫层模板m2(2.6*2+9.2)*2*0.12.884C30砼m3(1*0.2+0.25*0.2)*(2.4*2+9.4)3.555基础模板m20.4*2*(2.4*2+9.4)11.366二级钢筋Kg(2.3+31*0.014)*6*2+(11.4+31*0.014)*6)*1.21125.617一级钢筋Kg(2.3+(31+62、.25)*0.008)*6*2+(11.4+6.25*0.008*2)*6+(0.2+0.35)*2+31.8*0.008)*73)*0.39578.629-109-10轴轴交交B-EB-E轴轴处处增增加加两两个个砼砼设设备备基基础础1C20砼m30.5*0.8*0.3*20.242基础模板m2(0.5+0.8)*2*0.3*21.569-109-10轴轴交交B B轴轴处处增增加加一一个个砼砼设设备备基基础础1C20砼m32.6*2.2*0.352.002基础模板m2(2.6+2.2)*2*0.353.36发发电电机机基基础础增增加加一一个个砼砼设设备备基基础础1C20砼m33.2*1.2*03、.150.582基础模板m2(3.2+1.2)*2*0.151.328-108-10轴轴交交B-CB-C轴轴处处排排风风井井与与围围墙墙围墙1C10垫层砼m3(2.4*2+12+0.1*2)*0.4*0.10.682垫层模板m2(2.4*2+12+0.1*2)*2*0.13.403蒸压灰砂砖m3(2.4*2+12+0.1*2)*0.2*(1.85+2.15)/26.804C20砼m3(2.4*2+12+0.1*2)*0.2*0.20.685压顶模板m2.4*2+12+0.1*217.006二级钢筋Kg(2.4*2+12+0.1*2)*4*0.88860.387一级钢筋Kg(0.2-0.015*4、2)*4+31.8*0.006)*86*0.22216.638蒸压灰砂砖m3(0.6*0.45-0.4*0.1)*2.3*52.659外墙面抹灰m2(0.45+0.6+0.1)*2*1.8*5+17*(1.3+1.6+0.2)73.4010墙面防水层m273.40排风井第 1 页，共 12 页1C30砼m31.12*3.5*0.1+(3.3*1.95+3.3*2+0.7*2*3-1.4*1.2*2-0.7*1.2*2)*0.121.862板模板m21.12*3.5+(1.12+3.5)*2*0.14.843墙模板m2(3.3*1.95+3.3*2+0.7*2*3-1.4*1.2*2-0.7*15、.2*2)*2+(1.4+1.2+0.7+1.2)*4*0.1226.554二级钢筋Kg(31*0.016+2+0.3)*4*2*1.5835.34柱5一级钢筋Kg(0.12+0.2-0.015*4)*2+31.8*0.008)*14*2*0.3958.56柱6一级钢筋Kg(0.07*2+1.11)*24+(6.25*0.008*2+1.11)*24+(0.07*2+3.47)*7+(6.25*0.008*2+3.47)*7109.30板7一级钢筋Kg(0.2+0.085)*2+0.2)*0.6170.48板8二级钢筋Kg(31*0.012*2+1.4)+(31*0.012*2+0.7)*4*6、2*0.88825.49洞口顶9一级钢筋Kg(0.09+0.27)*2+31.8*0.008)*(10*2+6*2)*0.39512.32洞口顶10二级钢筋Kg(0.3+0.6+0.09+0.5+0.3)*(10*2+6*2)*0.61735.34洞口底11一级钢筋Kg(6.25*0.008*2+31*0.008*2+1.4)+(6.25*0.008*2+31*0.008*2+0.7)*4*2*2*0.39520.81洞口底12二级钢筋Kg(31*0.01+2+0.3)*29*2*0.61793.40墙13一级钢筋Kg(0.3*4+4.12)*11*2*0.39546.23墙14外墙面抹灰m27、4.84+1.12*3.5+26.5535.3115墙面防水层m235.31会会所所首首层层8-98-9轴轴交交B-CB-C轴轴处处预预留留洞洞口口1C35砼抗渗m33*1.8*0.150.812后浇带模板m23*1.85.403止水钢板m(3+1.8)*29.604二级钢筋Kg(1.5*37*0.01*2)*68*0.61746.57会会所所地地下下室室配配电电室室增增加加工工程程1砌体m312.15*0.3*0.12*20.87250*50*5角钢Kg(0.25+0.25)*16*2*4.9278.72310#槽钢Kg(7.5+1)*2*2*18.7635.8045厚花纹钢板Kg12.158、*0.5*49.25299.19会会所所2#2#楼楼梯梯首首层层增增加加板板(G008(G008设设计计修修改改通通知知单单)1C30砼m34.44*0.150.672板模板m24.44增增加加工工程程序号项目名称单位工程量计算式数值备注第 2 页，共 12 页3二级钢筋Kg(2.4+35*0.01*2)*13*4*0.61799.464天棚底层抹灰m24.445涂料m24.441150木桩(防腐处理)m32.762C10垫层砼m32.413垫层模板m26.284C30砼m36.075基础模板m217.606二级钢筋Kg521.607一级钢筋Kg292.948C20砼m33.509砌体m3109、.3210压顶模板m17.0011外墙面抹灰m2108.7112墙面防水层m2108.7113板模板m29.2814墙模板m226.5515C35砼抗渗m30.8116后浇带模板m25.4017止水钢板m9.6018钢板Kg1013.7119天棚底层抹灰m24.4420涂料m24.44增增加加工工程程序号项目名称单位工程量计算式数值备注第 3 页，共 12 页建建筑筑部部分分的的杂杂项项序号项目名称单位工程量计算式数值备注会会所所一一层层卫卫生生间间处处反反檐檐1C15m34.6*0.2*0.20.186轴2C15m33.8*0.2*0.20.151/B轴3C15m31.4*0.2*0.20.10、061/5轴4C15m33.3*0.2*0.20.13B轴5C15m36.15*0.2*0.20.255轴6C15m3(2.45+1.65)*0.2*0.10.08D轴7C15m3(2.5+3.9+0.3+2.8+0.6+1.3)*0.2*0.10.23中间会会所所消消防防控控制制中中心心处处排排风风管管顶顶1C30砼m34.6*(0.2*0.2+0.1*0.5)0.412一级钢筋Kg(0.85+0.7+37*0.008)*24+(6.25*0.008*2+4.6)*7)*0.39530.503一级钢筋Kg(0.15*3+0.085*2)*10*0.6173.83马凳会会所所售售楼楼大大厅厅处11、处排排风风管管顶顶1C30砼m311.7*(0.2*0.2+0.1*0.5)1.052一级钢筋Kg(0.85+0.7+37*0.008)*60+(6.25*0.008*2+11.7)*7)*0.39576.383一级钢筋Kg(0.15*3+0.085*2)*15*0.6175.74马凳1C30砼m36.6*(0.2*0.2+0.1*0.5)0.592一级钢筋Kg(0.85+0.7+37*0.008)*34+(6.25*0.008*2+6.6)*7)*0.39543.323一级钢筋Kg(0.15*3+0.085*2)*10*0.6173.83马凳会会所所二二层层卫卫生生间间处处反反檐檐1C15m12、33.3*0.2*0.20.136轴2C15m31.4*0.2*0.20.061/5轴3C15m33.4*0.2*0.10.071/5轴4C15m32*0.2*0.10.041/5轴5C15m33.35*0.2*0.20.135轴6C15m33.2*0.2*0.20.13B轴7C15m33.6*0.2*0.20.141/B轴8C15m31.5*0.2*0.10.03中间隔墙9C15m32.4*0.2*0.20.102/B轴10C15m33.7*0.2*0.20.152/B轴水水泵泵房房机机座座1C30砼抗渗m30.77*0.77*0.65*62.31消防喷淋1C30砼抗渗m33.7*0.8*013、.651.92生活水泵1C30砼抗渗m31.54*0.77*0.650.77绿化水泵散散水水第 4 页，共 12 页1散水面积m2(12.95+42.65+58.3)*0.8+3.2*1.796.56C15m396.56*0.087.7220*80沥青砂浆m113.9+0.8*6118.70碎石灌M2.5砂浆m396.56*0.1514.48残残疾疾人人坡坡道道1砖砌体m3(0.12*0.36+0.24*0.8)*5.41.2723:7灰土m35.4*1.3*0.32.113C15m35.4*1.3*0.10.704外墙面抹灰m25.4*(0.8+0.24+0.3)7.245外墙面防水层m2714、.24G G轴轴交交4-54-5轴轴处处1回填土m39.4*2.8*0.379.74230*50建筑油膏m9.403三合土m39.4*2.8*0.082.114C15m39.4*2.8*0.12.63G-HG-H轴轴交交2-32-3轴轴处处1回填土m34.8*4.2*0.377.46230*50建筑油膏m4.803三合土m34.8*4.2*0.081.614C15m34.8*4.2*0.12.021 1轴轴边边门门厅厅底底130*50建筑油膏m6.802三合土m36.8*4.7*0.08+3*4.5*0.3*210.663C15m36.8*4.7*0.1+3*4.5*0.1*25.901/B-15、B1/B-B轴轴交交1/5-61/5-6轴轴处处130*50建筑油膏m3.2+1.7*26.602三合土m33.2*1.7*0.080.443C15m33.2*1.7*0.10.54排排水水沟沟盖盖板板1排水沟盖板m14.6+6.621.20集集水水井井内内不不锈锈钢钢爬爬梯梯120不锈钢爬梯Kg(0.54+0.45*2)*(16+14+20)*2.468177.70220不锈钢扶手Kg3*6*2.46844.42水水池池外外侧侧5050厚厚聚聚苯苯板板1生活用水池周边m278.286+34.75*2.66+(1.5+2.5)*2*1.2180.322室外用绿化水池m22.45*2.877.016、3二二层层7 7轴轴交交E E轴轴处处踏踏步步建建筑筑部部分分的的杂杂项项序号项目名称单位工程量计算式数值备注第 5 页，共 12 页1砌体m3(0.3*0.3+0.3*0.15)*2.30.312外墙面抹灰m2(0.3*0.3+0.3*0.15)*2+0.9*2.32.341C15m321.572C30砼m32.063一级钢筋Kg163.584C30砼抗渗m35.015建筑油膏m146.306碎石灌M2.5砂浆m314.487砖砌体m31.5883:7灰土m316.929外墙面抹灰m29.5810外墙面防水层m27.2411回填土m317.2012排水沟盖板m21.201320不锈钢爬梯Kg17、222.121450厚聚苯板m2187.35建建筑筑部部分分的的杂杂项项序号项目名称单位工程量计算式数值备注第 6 页，共 12 页结结构构部部分分的的杂杂项项序号项目名称单位工程量计算式数值备注会会所所一一层层B B轴轴处处反反檐檐(1/18)(1/18)1C30抗渗m3(0.1*0.05+0.15*0.05+0.2*0.45)*8.50.872一级钢筋Kg(0.45+37.25*0.008)*2+0.2)*58+(0.1+0.3+37.25*0.008)*58+(37.25*0.008*2+8.5)*9)*0.39587.18会会所所一一层层八八角角楼楼处处檐檐边边(13/19)(13/118、9)1C30砼m311.5*0.1*0.20.232一级钢筋Kg(0.1+0.2+37.25*0.008)*78+(6.25*0.008*2+11.5)*2)*0.39527.59会会所所一一层层G G轴轴处处檐檐边边(21/19)(21/19)1C30砼m37.9*0.1*0.1*20.162一级钢筋Kg(0.1+0.1+37.25*0.008)*41*0.395+(6.25*0.006*2+7.9)*0.222)*219.67会会所所二二层层2-32-3轴轴处处檐檐边边(5/19)(5/19)1C30砼m3(3.7+1.2)*0.95*0.150.702一级钢筋Kg(0.95+37.25*19、0.01)*2+0.15)*34*0.617+(37.25*0.008*2+4.9)*14*0.39589.03会会所所二二层层4-54-5轴轴处处檐檐边边(2/19)(2/19)1C30砼m3(2.2*0.15+0.1*0.2)*(1.4*2+3.5)+12.4*(0.1*0.05+0.15*0.05+0.2*0.45)3.482二级钢筋Kg(2.17+0.12)*2+31.8*0.01)*43+(35*0.01*2+6.3)*32)*0.617+(0.45+37.25*0.008)*2+0.2)*84+(0.1+0.3+37.25*0.008)*84+(37.25*0.008*2+12.420、)*9)*0.395393.793一级钢筋Kg(0.01+37.25*0.01)*2+0.15)*43+(6.25*0.008*2+6.3)*2)*0.39520.60会会所所二二层层八八角角楼楼处处檐檐边边(14/19)(14/19)1C30砼m310.942*(0.15*.1+0.25*0.1+0.65*0.1)1.152二级钢筋Kg(10.942+35*0.012*2)*4*0.88841.853一级钢筋Kg(37.25*0.008+0.1+0.65+6.25*0.008)+(37.25*0.008+0.2+0.25+6.25*0.008)+(37.25*0.008+0.15+0.2+621、.25*0.008)*74*0.39575.82会会所所二二层层平平台台女女儿儿墙墙(18/19)(18/19)1C30砼m3(0.1*0.1+0.1*0.2+0.1*0.1+0.2*1.45)*80.726.63第 7 页，共 12 页2二级钢筋Kg(37.25*0.01+1.45)*2+0.2)*538*0.6171276.333一级钢筋Kg(6.25*0.008*2+80.7)*19+(37.25*0.008+0.1+0.1)*2+(37.25*0.008+0.2+0.1)*405)*0.395861.40会会所所二二层层平平台台墙墙边边(19/19)(19/19)1C30砼m3(0.022、5*0.06+0.2*0.3)*12.7730.802一级钢筋Kg(37.25*0.008+0.3)*2+0.2)+(37.25*0.008+0.3+0.25)*65+(6.25*0.008*2+12.773)*5)*0.39583.04会会所所二二层层G G轴轴处处阳阳台台边边(9/18)(9/18)1C30砼m3(0.1*0.05+1.1*0.1+0.1*0.1)*5.05*21.262二级钢筋Kg(35*0.01+1.1+0.15+0.1)*35*0.617*273.423一级钢筋Kg(6.25*0.008*2+5.05)*9+(0.4+6.25*0.008*2)*35+(6.25*2*23、0.008*2+5.05)*0.395*254.59会会所所二二层层G G轴轴处处阳阳台台边边(11/18)(11/18)1C30砼m3(0.05*0.85+0.2*0.4+0.1*0.8)*14.42.922二级钢筋Kg(0.1+0.85+0.15)*97*0.617+14.4*4*0.888116.983一级钢筋Kg(0.15+0.35)*2+31.8*0.008)*73+(0.1*2+0.8+37.25*0.008)*73+(6.25*0.008*2+14.4)*12)*0.395142.33会会所所二二层层G G轴轴处处阳阳台台边边(7/18)(7/18)1C30砼m3(0.05*0.24、25+0.05*0.75+0.2*1.1+0.1*1.35+1.2*0.15+0.2*0.6)*14.8510.472二级钢筋Kg(0.15+0.7)*2+31.8*0.01)+(1.6+0.1)+1.6)*100*0.617+14.85*(1.58*8+1.22*12)733.233一级钢筋Kg(0.17+0.3)*2+31.8*0.008)*75+(0.22+0.72)*2+31.8*0.008)*75+(0.22+0.3)*2+31.8*0.008)*75+(0.17+0.32+0.17+0.35+31.8*0.008)*75+(0.1+1.15+37.25*0.008)*100+(3725、.25*0.008+0.1)*2+0.2)*100+(6.25*0.008*2+14.85)*23)*0.395410.73会会所所二二层层1 1轴轴处处阳阳台台边边(9/18)(9/18)1C30砼m3(0.1*0.05+1.1*0.1+0.1*0.1)*212.63结结构构部部分分的的杂杂项项序号项目名称单位工程量计算式数值备注第 8 页，共 12 页2二级钢筋Kg(35*0.01+1.1+0.15+0.1)*141*0.617*273.423一级钢筋Kg(6.25*0.008*2+21)*9+(0.4+6.25*0.008*2)*141+(6.25*2*0.008*2+21)*0.39526、111.23会会所所屋屋顶顶B B轴轴檐檐沟沟(3/18)(3/18)1C30砼m3(0.3*0.25+0.2*0.1+0.9*0.12+0.06*0.15+0.6*0.12)*32.929.352二级钢筋Kg(35*0.012+0.9+0.25)+(35*0.012+0.8+0.39+0.3+0.2+0.3)+0.5)*221*0.888+32.92*7*0.888+(0.1+0.6+37.25*0.01)+(0.2+0.6+37.25*0.01+0.35)*221*0.6171437.673一级钢筋Kg(6.25*0.008*2+32.92)*16*0.395208.69会会所所屋屋顶顶G27、 G轴轴檐檐沟沟(3/18)(3/18)1C30砼m3(0.3*0.25+0.2*0.1+0.9*0.12+0.06*0.15+0.6*0.12)*55.0615.642二级钢筋Kg(35*0.012+0.9+0.25)+(35*0.012+0.8+0.39+0.3+0.2+0.3)+0.5)*368*0.888+55.06*7*0.888+(0.1+0.6+37.25*0.01)+(0.2+0.6+37.25*0.01+0.35)*368*0.6172395.463一级钢筋Kg(6.25*0.008*2+55.06)*16*0.395348.61会会所所屋屋顶顶1 1轴轴檐檐沟沟(6/18)28、(6/18)1C30砼m3(0.3*0.25+0.2*0.1+0.9*0.12+0.06*0.15+0.6*0.12)*39.311.162二级钢筋Kg(35*0.012+0.9+0.25)+(35*0.012+0.8+0.39+0.3+0.2+0.3)+0.5)*263*0.888+39.3*7*0.888+(0.1+0.6+37.25*0.01)+(0.2+0.6+37.25*0.01+0.35)*263*0.6171711.663一级钢筋Kg(6.25*0.008*2+39.3)*16*0.395249.01会会所所屋屋顶顶烟烟囱囱(16/19(16/19与与17/19)17/19)1C29、30砼m31.6*1.3*0.1+1.7*1.4*0.15+0.1*0.1*5.8+1.2*0.12*1.2+1.7*0.12*1.2+0.725*1.6*0.12*21.322二级钢筋Kg(1.7+0.15*2)+(1.6+0.25*2)*10+(1.4+0.15*2)+(1.3+0.25*2)*12)*0.61751.21平顶3二级钢筋Kg(1.5+0.3*2)*18*0.61718.141.2短4一级钢筋Kg(1.2+0.3*2)*18*0.39512.801.2短5二级钢筋Kg(1.95+0.3*2)*18*0.61728.321.2长6一级钢筋Kg(1.2+0.3*2)*22*0.330、9515.641.2长7一级钢筋Kg(0.1+0.1+37.25*0.008)*30+5.8)*0.3958.19凸出结结构构部部分分的的杂杂项项序号项目名称单位工程量计算式数值备注第 9 页，共 12 页8二级钢筋Kg(0.725+37.25*0.01)*2+0.12)*22*0.617*262.851.59一级钢筋Kg(1.5+0.3*2)*10*0.395*216.591.5会会所所屋屋顶顶G G轴轴檐檐沟沟(12/19)(12/19)1C30砼m3(0.2*0.3+0.4*0.2+0.3*0.1+0.15*3.6+0.2*0.25)*11.48.662二级钢筋Kg(0.17+0.32531、)*2+31.8*0.01)*77*0.61762.143一级钢筋Kg11.4*5*0.39522.524二级钢筋Kg(0.1+0.2+0.4+0.45)+(0.3+0.3)+(3.6+37.25*0.01)+(0.45+3.6+37.25*0.01)*77*0.617+11.4*(1.58*2+0.617*38)785.295三级钢筋Kg11.4*2*2.46856.276一级钢筋Kg(11.4*10+(0.15+0.35)*2+31.8*0.008)*0.39545.53会会所所八八角角楼楼屋屋顶顶(15/19)(15/19)1C30砼m3(0.1*0.15+0.05*0.25+0.05*32、0.5+0.2*0.55+0.2*0.7)+(0.1*0.15+0.2*0.25)*17.23+(0.1*0.9+0.1*0.4+0.25*0.5)*25.18412.752三级钢筋Kg17.23*4*2137.843二级钢筋Kg17.23*(1.58*4+0.888*11)277.204一级钢筋Kg(0.35+0.45+0.15)+(0.4+0.1+0.1)+(0.35*2+0.5*2+31.8*0.008)+(0.1+0.15+0.6+0.3)+(37.25*0.008+0.15)*2+0.2)*116*0.395263.485一级钢筋Kg(0.15+0.2)*2+37.25*0.008)33、+(0.1+0.15+0.3+0.25)*116+17.23*2)*0.39596.006二级钢筋Kg(0.4+0.9+35*0.012)+(0.4+0.6+35*0.012)*169*0.888+(1.2+35*0.01)*169*0.617632.857一级钢筋Kg(0.4+0.2+1.2+0.35)+(0.3+0.4)*169+25.184*20)*0.395389.211C30抗渗m30.872C30砼m3109.303三级钢筋Kg194.114二级钢筋Kg10171.815一级钢筋Kg3659.46结结构构部部分分的的杂杂项项序号项目名称单位工程量计算式数值备注第 10 页，共 1234、 页结结构构部部分分的的杂杂项项序号项目名称单位工程量计算式数值备注第 11 页，共 12 页会会所所工工程程土土方方计计算算式式序号部位计算式数值单位备注11轴交B轴处填土至-4.654.95*5.267*(4.895-4.65)6.39m3填土2地下室底板挖至-4.651394.065*(0.518-(-4.65)7204.53m3挖土3室内游泳池部位挖至-2.05715.054*(0.818-(-2.05)2050.77m3挖土49-10交A-E轴处从-4.65挖至-5.15131.194*0.565.60m3挖土55-7交E-H轴处从-4.65挖至-4.95219.84*0.365.935、5m3挖土6地下室底板A详图增加部位(3*3+3.3*3.3*4+3.6*3.6)/6*0.3*4+0.3*1.41*3.6*4*4*0.115.54m3挖土74-5轴间的ZJ32.6*2.6*(0.518-(-4.1)*262.44m3挖土84-5轴间的ZJ3边坡2.6*4*(4.618*0.5*4.618/2)*2110.89m3挖土94-5轴间的ZJ3填土62.44+110.89-3.152170.18m3填土10F-D轴间的ZJ22.6*2.6*(0.518-(-2.3)*238.10m3挖土11F-D轴间的ZJ2边坡2.6*4*(2.818*0.5*2.818/2)*241.29m336、挖土12F-D轴间的ZJ2填土38.1+41.29-3.15276.24m3填土132-3轴间的ZJ32.6*2.6*(0.518-(-4.1)*262.44m3挖土142-3轴间的ZJ3边坡2.6*4*(4.618*0.5*4.618/2)*2110.89m3挖土152-3轴间的ZJ3填土62.44+110.89-3.152170.18m3填土166轴间的ZJ22.6*2.6*(-2.05-(-2.3)1.69m3挖土17B轴处电缆井(2.08*3.03+4.98*2.08)*1.0517.49m3挖土189轴交B轴处集水坑2.88*2.88*0.857.05m3挖土196轴交D轴处集水坑(37、2.88*2.88+2.12*2.4)*1.3518.07m3挖土203轴交G轴处集水坑2.88*2.88*1.3511.20m3挖土215轴交F轴处集水坑3.98*1.98*1.29.46m3挖土224轴边集水坑(2.68*7.4+2.68*5.88)*1.242.71m3挖土237轴处J1-J13.4*7.2*(2.3-2.05)6.12m3挖土24K轴处J2-J23.8*23.3*(2.3-2.05)22.14m3挖土2510轴处ZJ14.3*4.3*(2.3-2.05)*313.87m3挖土261轴处基础1.8*12.2*1.124.16m3挖土地下室体积971.523*4.654517.58m3外运土室内游泳池体积449.525*2.05921.53m3外运土挖土方10002.39m3填土方422.98+10002.39-5439.114986.26m3