会所园林景观工程计算表格

工程名称：国防生训练场地,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,单位,备注

,,一、砌体工程,,,,

,,挡墙3.4.5砖基础,（9.3+18.35+7.25）*0.49*.2,3.420,m3,

,,,,,,,

,,370厚混水砖墙,,,,

,,挡墙1,（2.35-0.15）*（37.1+21.25）*0.365-14*0.36*0.365*2.2,42.808,m3,

,,挡墙2,（2.2+1.2）*5.83/2*0.365+50.58*1.2*0.365,25.772,m3,

,,挡墙3.4.5,（9.3*1.3+18.35*1.15+7.25*2.2）*0.365,17.937,m3,

,,挡墙2，弧形墙另加工料,10*1.2*0.365,4.380,m3,

,,砖砌台阶,3.85*5.28*0.15,3.049,m3,

,,二、钢筋，及砼工程,,,,

,,B12钢筋、基梁1,（37.1+0.5*4+0.15*2+21.15+0.5*2+0.15*2）*0.888*4,219.691,kg,

,,B12钢筋、基梁2,(56.41+0.5*6+0.15*2)*0.888*4,212.090,kg,

,,B12钢筋，构造柱,（2.6+0.15*2）*4*14*0.888,144.211,kg,

,,B10钢筋、挡墙1,（37.1+0.5*4+0.13*2+21.15+0.5*2+0.13*2）*4*0.617,152.448,kg,

,,B10钢筋、挡墙2,（56.41+0.5*6+0.13*2）*0.617*4,147.266,kg,

,,A6钢筋、基梁,（0.32*2+0.27*2+0.11）*383*0.222,109.684,kg,

,,A6钢筋、压顶,（0.32*2+0.1*2+0.11）*383*0.222,80.775,kg,

,,A6钢筋，构造柱,（0.31*2+0.24*2+0.11）*12*0.222*14,45.128,kg,

,,墙体拉结筋,（1.7+0.0375*2）*0.222*8*13,40.981,kg,

,,艺术地坪1C6钢筋,（（9.2*20.1+22.25*9.2）+（4.82+20.1）*9.15/2-5）*1.5,747.944,kg,

,,三、砼工程,,,,

,,基础梁1、2C25,（37.1+21.15）*0.4*0.35+56.41*0.4*0.3,14.924,m3,

,,地梁1C25,（13.15*0.8+（0.9+1.25）*8/2）*0.4,7.648,m3,

,,地梁2C25,（（1.25+0.76）*8.8/2+（0.76+0.48）*28.3/2）*0.4,10.556,m3,

,,地梁3C25,97.58*0.2*0.5,9.758,m3,

,,挡墙1、2压顶C25,（37.1+21.15+56.41）*0.15*0.365,6.278,m3,

,,构造柱C25,0.3*0.37*2.2*14,3.419,m3,

,,四、厂区道路,,,,

,,路道1135mm厚C25,93.02*5,465.100,m2,

,,路道2、3、5,13.83*3.4+10.15*3.53+6.25*2.77,100.164,m2,图中无厚度

,,路道4200mm厚,4.94*2.77+（4.94+9.58）*5.3/2,52.162,m2,

,,艺术地坪1150mm厚C20,9.2*20.1+(4.82+20.1)*8.95/2-5+22.25*9.2,496.137,m2,9.2m宽度为大约数，应现场测量

,,艺术地坪2、3垫层C10,(11.25*(13.86-2.55)+11.25*3.53)*0.135,22.538,m3,现场是否未做垫层

,,艺术地坪2、3150mm厚C20,11.25*(13.86-2.55)+11.25*3.53,166.950,m2,

,,生态停车场，草坪砖地面,47.06*5.5+15.5*4.03+27.2*2.45,387.935,m2,

,,五、墙柱面装修,,,,

,,挡墙11：3水泥砂浆20厚,（37.1+21.15-0.37*2）*2.35,135.149,m2,

,,挡墙51：3水泥砂浆20厚,7.5*2.2,16.500,m2,

,,地梁11：3水泥砂浆20厚,13.15*0.8+（0.9+1.25）*8/2,19.120,m2,图中无要求，现场是否施工

,,地梁21：3水泥砂浆20厚,（1.25+0.76）*8.8/2+（0.76+0.48）*28.3/2,26.390,m2,图中无要求，现场是否施工

,,挡墙3文化石,（9.3-5.28）*1.3,5.226,m2,图中无要求，现场是否施工

,,挡墙4文化石,18.35*1.15,21.103,m2,图中无要求，现场是否施工

,,挡墙2文化石,56.41*1.18,66.564,m2,

,,椭圆形墙面文化石,37.1*1.95+4.3*0.45-1.05*1.8*7,61.050,m2,此处应现场测量

,,六、模板,,,,

,,基础梁挡墙1、2,（37.1+21.15）*2*0.35+56.41*0.3*2,74.621,m2,

,,地梁1,（13.15*0.8+（0.9+1.25）*8/2）*2,38.240,m2,

,,地梁2,（（1.25+0.76）*8.8/2+（0.76+0.48）*28.3/2）*2,52.780,m2,

,,地梁3,97.58*0.2*2,39.032,m2,

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