工程量计算书第1页，共4页工程名称：会所园林景观工程定额编号计算部位计算公式工程量备注一、砌体工程3.420m342.808m325.772m317.937m310*1.2*0.3654.380m3砖砌台阶3.85*5.28*0.153.049m3二、钢筋，及砼工程219.691kg(56.41+0.5*6+0.15*2)*0.888*4212.090kg144.211kg152.448kg147.266kg109.684kg80.775kg45.128kg墙体拉结筋40.981kg747.944kg三、砼工程14.924m37.648m310.556m397.58*0.2*0.59.758m36.278m30.3*0.37*2.2*143.419m3四、厂区道路93.02*5465.100m213.83*3.4+10.15*3.53+6.25*2.77100.164m2图中无厚度52.162m29.2*20.1+(4.82+20.1)*8.95/2-5+22.25*9.2496.137m2(11.25*(13.86-2.55)+11.25*3.53)*0.13522.538m3现场是否未做垫层11.25*(13.86-2.55)+11.25*3.53166.950m2生态停车场，草坪砖地面47.06*5.5+15.5*4.03+27.2*2.45387.935m2五、墙柱面装修135.149m27.5*2.216.500m219.120m2图中无要求，现场是否施工26.390m2图中无要求，现场是否施工5.226m2图中无要求，现场是否施工18.35*1.1521.103m2图中无要求，现场是否施工56.41*1.1866.564m2单位挡墙3.4.5砖基础（9.3+18.35+7.25）*0.49*.2370厚混水砖墙挡墙1（2.35-0.15）*（37.1+21.25）*0.365-14*0.36*0.365*2.2挡墙2（2.2+1.2）*5.83/2*0.365+50.58*1.2*0.365挡墙3.4.5（9.3*1.3+18.35*1.15+7.25*2.2）*0.365挡墙2，弧形墙另加工料B12钢筋、基梁1（37.1+0.5*4+0.15*2+21.15+0.5*2+0.15*2）*0.888*4B12钢筋、基梁2B12钢筋，构造柱（2.6+0.15*2）*4*14*0.888B10钢筋、挡墙1（37.1+0.5*4+0.13*2+21.15+0.5*2+0.13*2）*4*0.617B10钢筋、挡墙2（56.41+0.5*6+0.13*2）*0.617*4A6钢筋、基梁（0.32*2+0.27*2+0.11）*383*0.222A6钢筋、压顶（0.32*2+0.1*2+0.11）*383*0.222A6钢筋，构造柱（0.31*2+0.24*2+0.11）*12*0.222*14（1.7+0.0375*2）*0.222*8*13艺术地坪1C6钢筋（（9.2*20.1+22.25*9.2）+（4.82+20.1）*9.15/2-5）*1.5基础梁1、2C25（37.1+21.15）*0.4*0.35+56.41*0.4*0.3地梁1C25（13.15*0.8+（0.9+1.25）*8/2）*0.4地梁2C25（（1.25+0.76）*8.8/2+（0.76+0.48）*28.3/2）*0.4地梁3C25挡墙1、2压顶C25（37.1+21.15+56.41）*0.15*0.365构造柱C25路道1135mm厚C25路道2、3、5路道4200mm厚4.94*2.77+（4.94+9.58）*5.3/2艺术地坪1150mm厚C209.2m宽度为大约数，应现场测量艺术地坪2、3垫层C10艺术地坪2、3150mm厚C20挡墙11：3水泥砂浆20厚（37.1+21.15-0.37*2）*2.35挡墙51：3水泥砂浆20...
