波尼亚污水处理

1、计算表第1页 共22页2021/11/2序序号号分分部部分分项项名名称称计计算算表表达达式式数数量量单单位位生生化化池池一一土土方方工工程程场地平整（2+2+0.35+8+0.35+9+0.35+9+0.35）*（2+2+0.35+7+0.4+7+0.35）599.740土方开挖(28.1+0.3*2+3.45*0.65)*(15.8+0.6+3.45*0.65)*3.45+1/3*3.45*3.45*3.45*0.65*0.651995.90m土方运输m土方回填m地基打夯（28.1+4+4）*（15.8+4+4）859.18钎探28.1*15.8443.98二钢钢筋筋混混凝凝土土工工程程C1

2、5垫层混凝土28.3*16*0.145.28m垫层模板(28.3+16)*0.1*28.86C30混凝土基础(28.3-0.2)*(16-0.2)*0.45199.79m基础模板(28.3-0.2+16-0.2)*0.45*239.51Z1C30混凝土柱0.3*0.3*(2.94+3.44)*63.45m混凝土柱模板0.3*4*（2.94+3.44）*645.94柱模板超高0.3*4*2.78*620.02-0.05mC30混凝土梁L-40.5*0.25*5.25*63.94mC30混凝土梁L-50.25*0.4*(1.677+1.678+1.910+1.735)*2*811.20m混凝土梁模

3、板(0.5*5.25*2+0.25*5.25)*639.38混凝土梁模板(0.25*14+0.4*14*2)*8117.60梁模板超高（39.38+117.60）*1156.98墙计算表第2页 共22页2021/11/2序序号号分分部部分分项项名名称称计计算算表表达达式式数数量量单单位位底板钢筋带肋钢筋16（28.1-0.035*2+0.35*2+0.2*2+1*3）*1.578/1000*1065.374t带肋钢筋16（0.35+0.35+7+0.35+7+0.35+0.35-0.035*2+0.35*2+0.2*2+1）*1.578/1000*1885.275t带肋钢筋14（15.75+0

4、.2*2-0.035*2+0.35*2+1）*1.208/1000*1884.038t带肋钢筋14（28.1+0.2*2+0.35*2-0.035*2+1*4）*1.208/1000 *1064.242t斜拉筋带肋钢筋12（1.1+0.25*2+10*0.012*2）*0.888/1000*24243.961t赤壁.池口加强筋带肋钢筋12（0.28+2.26*2+0.2*2+3.5*0.12*2）*0.888/1000*2021.083t带肋钢筋12（0.28+2.41*2+3.5*0.012*2）*(202+366）*0.888/10002.615t带肋钢筋12(0.28+2.31*2+3.

5、5*0.012*2)*0.888/1000*1320.584t带肋钢筋12(3+3.45-0.035*2)*0.888/1000*（404+732）6.436t带肋钢筋12（2.5+3.45-0.035*2）*（404+384）*0.888/10004.114t带肋钢筋12(15.75-0.35*2-0.035*2+1)*0.888/1000*3364.768t带肋钢筋12（20.88-0.035*2+2）*0.888/1000*60612.275t带肋钢筋8（0.63+0.41+0.06*3+0.11*2+3.5*0.008*2）*0.395/1000*2020.119t分布筋带肋钢筋6（1

6、5.75-0.35*2-0.035*2+1）*0.222/1000*2*40.028t分布筋带肋钢筋8（15.75-0.35*2-0.035*2+1）*0.395/1000*5*30.095t带肋钢筋16（15.75-0.35*2-0.035*2+1）*1.578/1000*240.605t带肋钢筋12(0.35+0.65+0.15-0.035*2-0.035*2)*0.888*（303+192）/10000.444t带肋钢筋16（0.35+8+0.35+9+0.35-0.035）*1.578/1000*2*3*30.512t带肋钢筋16（9+0.35-0.035）*1.578/1000*2*

7、3*30.265tZ1 柱钢筋带肋钢筋16(0.2+0.2+2.94+3.44)*1.578/1000*8*60.514t带肋钢筋8（0.15+0.15-0.03*2）*4-4*0.008+（1.9*0.008+10*0.008）*2)*0.395/1000*154*60.408t气浮机平台配筋带肋钢筋12 （0.35+1.677+1.678+1.910+1.735+0.35+1.735+1.910+1.678+1.677+0.35-0.035*2+2*0.15+2*3.5*0.012+1）*0.888/1000*20.029t计算表第3页 共22页2021/11/2序序号号分分部部分分项项名

8、名称称计计算算表表达达式式数数量量单单位位带肋钢筋12（0.35+5.25+0.25-0.035*2+2*3.5*0.012+2*0.15）*0.888/1000*160.088t气浮机平台梁钢筋 L4带肋钢筋8（(0.25-0.035*2+0.5-0.035*2)*2-4*0.008+2*（1.9*0.008+10*0.008）*0.395/1000*840.046tL4带肋钢筋255.25*3.85/1000*40.081tL4带肋钢筋225.25*2.984/1000*40.063tL4带肋钢筋105.25*0.617/1000*40.013tL5带肋钢筋8（0.25-2*0.035+0

9、.4-2*0.035）*2-4*0.008+2*（1.9*0.008+10*0.008）*0.395/1000*8*80.030tL5带肋钢筋18(1.678-0.3)*1.998/1000*8*30.066tL5带肋钢筋18(1.678-0.3)*1.998/1000*8*30.066t预预处处理理系系统统土土方方工工程程场地平整（2+8.45+2）*（21.8+2+2）321.210土方开挖(21.8+0.3*2+3.35*0.65)*(8.45+0.6+3.35*0.65)*3.35+1/3*3.35*3.35*3.35*0.65*0.65929.707m土方运输土方回填地基打夯（21.

10、8+4+4）*（8.45+4+4）490.210钎探21.8*8.45184.210钢钢筋筋混混凝凝土土工工程程0.5mC15垫层混凝土（21.8+0.3*2+0.1*2）*（8.45+0.3*2）*0.120.453m垫层模板（21.8+0.3*2+0.1*2+8.45+0.3*2）*2*0.16.330C30混凝土基础0.35*（21.8+0.3*2）*（8.45+0.3*2）70.952m基础模板0.35*（21.8+0.3*2+8.45+0.3*2）*222.015墙计算表第4页 共22页2021/11/2序序号号分分部部分分项项名名称称计计算算表表达达式式数数量量单单位位底板钢筋带肋

11、钢筋14（22.4-0.035*2+0.2*2+1*2）*61*1.208/1000*23.645t带肋钢筋14(9.05-0.035*2+0.2*2+1)*（150+88）*1.208/10002.984t带肋钢筋16（09.05-0.035*2+0.2*2+1）*64*1.578/10001.048t斜拉筋池壁加强筋带肋钢筋14（2.1*2+0.23+3.5*0.014*2）*（54*5+129*2）*1.208/10002.888t带肋钢筋12（2.2+3.35-0.035*2）*（55*2*5+129*2*2）*0.888/10005.187t带肋钢筋12（8.55+0.3*2-0.0

12、35*2+1）*2*5*129*0.888/100011.547t带肋钢筋12（21.8-0.035*2+2*1）*55*2*224*0.888/1000519.220t带肋钢筋12(0.65+0.15+0.3-0.035*2)*（55*5+129*2）*0.888/10000.488t带肋钢筋12(8.55+0.3*2-0.035*2+1)*5*（55*5+129*2）*0.888/100023.855t带肋钢筋16(8.55+0.3*2-0.035*2+1)*6*5*1.578/10000.477t带肋钢筋16(21.8-0.035*2+1*2)*2*3*2*1.578/10000.449

13、t格格栅栅渠渠、集集水水池池、浮浮渣渣池池土土方方工工程程土地平整(2+2+5+0.3*2)*(2+2+8.4)119.040土方开挖(5+0.3*2+0.3*2+5.55*0.65)*(8.4+0.6+5.55*0.65)*5.55+1/3*5.55*5.55*5.55*0.65*0.65710.323m土方运输土方回填地基打夯（5+0.3*2+4+4）*（8.4+4+4）223.040计算表第5页 共22页2021/11/2序序号号分分部部分分项项名名称称计计算算表表达达式式数数量量单单位位钎探（5+0.3*2）*8.447.040钢钢筋筋混混凝凝土土工工程程C15垫层混凝土6.4*9.2

14、5*0.15.920m垫层模板（6.4+9.25）*0.1*23.130C30混凝土基础0.35*（5+0.3*2）*（8.4+0.3*2）17.640m基础模板0.35*（5+0.3*2+8.4+0.3*2）*210.220Z2C30混凝土柱3*(0.2+5)*0.3*0.31.404m混凝土柱模板3*(0.2+5)*(0.3+0.3)*218.720柱模板超高3*1.6*(0.3+0.3)*25.760墙tt5.mttt底板钢筋带肋钢筋14(8.4+0.3*2-0.035*2+0.2*2+1)*2*38*1.208/10000.948t带肋钢筋14(5+0.3*2-0.035*2+0.2*

15、2)*57*2/1000*1.2080.817t斜拉筋带肋钢筋12（1.1+0.25*2+10*0.012*2）*0.888/1000*（73*4+71*2)0.709t池壁加强筋带肋钢筋12(0.3+0.6)*2-8*0.035+23.8*0.008)*319*0.395/1000*30.647t池壁加强筋带肋钢筋14(0.23+2.1*2+0.2*2+2*3.5*0.014)*1.208*20/1000*20.238t带肋钢筋12（0.28+1.78*2+0.2*2+3.5*0.012*2)*38*0.888/10000.146t带肋钢筋12(5+0.3*2-0.035*2)*11*0.8

16、8854.017t带肋钢筋12(0.2+5-0.035*2)*34*6*0.888/10000.929t带肋钢筋12(3.5+0.2+0.35-0.035*2)*0.888/1000*29*20.205t带肋钢筋12（(5+0.3*2-0.035*2)*32*2*3+34*2*2*（8.4-0.035*2）*0.888/10001.949t带肋钢筋12(5+0.3*2-0.035*2)*21*2*0.888/10000.206t带肋钢筋165.53*3*2*3*1.578/10000.157t计算表第6页 共22页2021/11/2序序号号分分部部分分项项名名称称计计算算表表达达式式数数量量单

17、单位位分布筋带肋钢筋12(0.65+0.3+0.15-0.035*4+3.5*0.012)*0.888*34*2/10000.061tZ2带肋钢筋16（5.3-3.54+0.2*2）*4*1.578/10000.014带肋钢筋8（0.3*2*2-0.03*8+0.2*2+0.008*2*3.5）*13*0.395/10000.007tttttt二二沉沉池池土土方方工工程程土地平整（5+0.3）*（5+0.3）*3.1488.203土方开挖3.14/3*3.85*（5.7*5.7+（5.7+0.65*3.85）*（5.7+0.65*3.85）+5.7*（5.7+0.6*3.85）586.026m

18、土方运输土方回填地基打夯3.14*（5+0.3*2+4+4）*（5+0.3*2+4+4）580.774钎探3.14*（5+0.3*2）*（5+0.3*2）98.470钢钢筋筋混混凝凝土土工工程程C15垫层混凝土（0.3*2+5+0.1）*（0.3*2+5+0.1）*3.14*0.110.202m垫层模板2*（0.3*2+5+0.1）*3.14*0.13.580C30混凝土基础（0.3*2+5）*（0.3*2+5）*3.14*0.3534.465m基础模板（0.3*2+5）*2*3.14*0.3512.309池底混凝土3.14*10*10-3.14/3*0.471*（0.5*0.5+0.5*1.

19、566/2+1.566/2*1.566/2）313.382m墙混凝土（0.2+3.3）*（5+0.3）*（5+0.3）*3.14-5*5*3.14）+0.1*3.14*（5*5-4.8*4.8）+0.25*(4.8*4.8-(4.8-0.075)*(4.8-0.075)*3.1435.135m墙模板3.5*2*3.14*（5+0.3+5）226.394顶板混凝土3.14*（5-0.2-0.075）*（5-0.2-0.075）*0.3524.536m计算表第7页 共22页2021/11/2序序号号分分部部分分项项名名称称计计算算表表达达式式数数量量单单位位顶板模板3.14*2*（5-0.2-0.

20、075）*0.35+3.14*（5-0.2-0.075）*（5-0.2-0.075）80.488顶板模板超高3.14*2*（5-0.2-0.075）*0.35+3.14*（5-0.2-0.075）*（5-0.2-0.075）80.488带肋钢筋14（2*3.14*（0.635+0.17+0.635*28+0.17*28）+（0.045*0.014*2+10*0.014*2*29）*1.208/10000.187t带肋钢筋14（2*3.14*（0.635+0.17+0.635*28+0.17*28）+（0.045*0.014*2+10*0.014*2*29）*1.208/10000.187t带肋

21、钢筋14（4.865+0.2)*2*47*1.208/10000.575t带肋钢筋14(4.365+0.2)*1.208*94/10000.518t带肋钢筋16(3.065+0.2)*1.578*94/10000.484t带肋钢筋14(3.065+0.2)*1.208*94/10000.371t带肋钢筋14（1.2+0.2）*5*2*2*1.208/10000.034t带肋钢筋14t带肋钢筋16（10.53*3.14+0.045*2*0.016+10*0.016*2+1*3）*20*1.578/10001.148t带肋钢筋12（0.2*2+3.78）*167*0.888/10000.620t带

22、肋钢筋14(10.07*3.14+0.045*2*0.016+10*0.016*2+3*1)*20*1.208/10000.844t带肋钢筋14（0.2*2+3.78）*160*1.208/10000.808t带肋钢筋16（10.07*3.14+0.045*2*0.016+10*0.016*2+3*1）*3*1.578/10000.165t带肋钢筋16（10.53*3.14+0.045*2*0.016+10*0.016*2+3*1）*3*1.578/10000.172t带肋钢筋10(0.63+0.06*2+0.11*2+0.41+0.06+10*0.01*2)*70*0.617/10000.0

23、71t带肋钢筋6t污污泥泥泵泵房房计算表第8页 共22页2021/11/2序序号号分分部部分分项项名名称称计计算算表表达达式式数数量量单单位位土土方方工工程程土地平整（3+0.3*2+2*2）*（3.5+0.3*2+2*2）53.460土方开挖m土方运输m土方回填m地基打夯（6.001+4+4）*（6.501+4+4）203.029钎探(6.001+0.1)*(6.501+0.1)40.273钢钢筋筋混混凝凝土土工工程程C15垫层混凝土0.1*(3.5+0.3*2+1.201+1.2+0.1*2)*(3+1.201+1.2+0.3*2+0.1*2)4.155m9.6m垫层模板0.1*(0.1*

24、2+3.5+0.3*2+1.201+1.2+3+1.201+1.2+0.1*2+0.3*2)*22.580C30混凝土基础0.35*(3.5+0.3*2+1.201+1.2)*(3+1.201+1.2+0.3*2)13.654m基础模板0.35*(3.5+0.3*2+1.201+1.2+3+1.201+1.2+0.3*2)*28.751C30墙混凝土（0.2+3.5）*0.3*（3+0.3+3.5+0.3）*215.762m墙模板（0.2+3.5）*（0.3*8+3.3*2+3.8*2）61.420C30板盖0.15*（3+0.6-0.8+0.1）*（3.5+0.6-0.8+0.1）1.479

25、m板盖模板0.15*（2.9+3.4）*2+3.4*2.911.750板盖模板超高0.15*（2.9+3.4）*2+3.4*2.911.750带肋钢筋12t带肋钢筋174（42+5.55+0.24+0.4-2*0.035+2*15*0.02+1.4*33*0.02*5）*3*2.47/1000*41.581t带肋钢筋175（0.8+15*0.02+1.68+（1.73*2+0.8）*6）*4*2.47/1000*41.120t带肋钢筋176（6*6+5.55+0.8+1.4*33*0.02*5+15*0.02)*4*2.47/1000*41.868t带肋钢筋177(15*0.022+6+0.8

26、)*4*2.98/1000*40.340t带肋钢筋1782.04*8*0.888/1000*40.058t带肋钢筋179（42+5.55+0.24+0.4-2*0.035+2*15*0.014+1.4*33*0.014*5）*4*1.21/1000*41.002t带肋钢筋180（0.5*0.7）*2-8*0.035+23.8*0.008+（0.25+0.7）*2-4*0.035+23.8*0.008）*38*8*0.395/1000*41.230t计算表第9页 共22页2021/11/2序序号号分分部部分分项项名名称称计计算算表表达达式式数数量量单单位位带肋钢筋181（42+5.55+0.24

27、+0.4-2*0.035+2*15*0.012+1.4*33*0.012*5）*4*0.888/1000*40.728t带肋钢筋182（0.45*2+0.7-2*0.035+2*6.25*0.008）*27*8*0.395/1000*40.556t设设备备间间土土方方工工程程带肋钢筋185（6+0.8+15*0.025-0.035）*3*2*3.85/1000*20.330t带肋钢筋186（6+0.8+15*0.022-0.035）*4*2*2.98/1000*20.338t带肋钢筋187（6*6+0.8）*2*2.98/1000*20.439t带肋钢筋188（6*6+0.8）*2*2.47/

28、1000*20.364t带肋钢筋1892.03*8*0.888/1000*20.029t带肋钢筋190（42+5.55+0.24+0.4-2*0.035+2*15*0.014+1.4*33*0.014*5）*6*1.21/1000*20.752t带肋钢筋191（0.6+0.8）*2-8*0.035+23.8*0.008+（0.4+0.8）*2-4*0.035+23.8*0.008）*38*8*0.395/1000*21.239t带肋钢筋192（48+0.8-2*0.035+2*15*0.02+1.4*33*0.02*6)*2*2.47/10000.271t带肋钢筋193(15*0.02+8+0

29、.8-0.035+2.4+1.4*33*0.02)*2*2+(2.4*2+0.8)*2+(2.4*2+0.8)*2)*2.47/10000.178t带肋钢筋194(8+0.8)*2*3*2.47/10000.130t带肋钢筋195(15*0.025-0.035+8+0.8)*4+(8+0.8)*3)*3.85*2/10000.485t带肋钢筋196(15*0.018+2.4+0.8-0.035)*3*2*2/10000.041t带肋钢筋197（48+0.8-2*0.035+2*15*0.012+1.4*33*0.012*6)*4*0.888/10000.186t带肋钢筋198(0.25+0.7

30、)*2-8*0.035+23.8*0.008)*47*6*0.395/10000.202t带肋钢筋199(0.25*0.44*157+0.45*6*2)*160/10003.627t带肋钢筋200(0.25*0.6*157+0.45*8*2)*80/10002.460t带肋钢筋201（1.8+0.5+12*0.012）*4*160*0.888/10001.389t带肋钢筋202（0.24*4-8*0.035+23.8*0.006）*10*160*0.222/10000.292t带肋钢筋203（42+5.5+0.4+2*15*0.012)*4+(48+0.8+2*15*0.012）*2）*0.888/1000*41.035t带肋钢筋204（0.24+0.12）*2-8*0.035+23.8*0.006)*(35*6*2+25*8*4)*0.222/10000.158t带肋钢筋205（42+5.5+0.4+2*15*0.012