波尼亞污水處理

1、計(jì)算表第1頁(yè) 共22頁(yè)2021/11/2序序號(hào)號(hào)分分部部分分項(xiàng)項(xiàng)名名稱稱計(jì)計(jì)算算表表達(dá)達(dá)式式數(shù)數(shù)量量單單位位生生化化池池一一土土方方工工程程場(chǎng)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土方開(kāi)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土方運(yùn)輸m土方回填m地基打夯（28.1+4+4）*（15.8+4+4）859.18釬探28.1*15.8443.98二鋼鋼筋筋混混凝凝土土工工程程C1

2、5墊層混凝土28.3*16*0.145.28m墊層模板(28.3+16)*0.1*28.86C30混凝土基礎(chǔ)(28.3-0.2)*(16-0.2)*0.45199.79m基礎(chǔ)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墻計(jì)算表第2頁(yè) 共22頁(yè)2021/11/2序序號(hào)號(hào)分分部部分分項(xiàng)項(xiàng)名名稱稱計(jì)計(jì)算算表表達(dá)達(dá)式式數(shù)數(shù)量量單單位位底板鋼筋帶肋鋼筋16（28.1-0.035*2+0.35*2+0.2*2+1*3）*1.578/1000*1065.374t帶肋鋼筋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帶肋鋼筋14（15.75+0

4、.2*2-0.035*2+0.35*2+1）*1.208/1000*1884.038t帶肋鋼筋14（28.1+0.2*2+0.35*2-0.035*2+1*4）*1.208/1000 *1064.242t斜拉筋帶肋鋼筋12（1.1+0.25*2+10*0.012*2）*0.888/1000*24243.961t赤壁.池口加強(qiáng)筋帶肋鋼筋12（0.28+2.26*2+0.2*2+3.5*0.12*2）*0.888/1000*2021.083t帶肋鋼筋12（0.28+2.41*2+3.5*0.012*2）*(202+366）*0.888/10002.615t帶肋鋼筋12(0.28+2.31*2+3.

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

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

7、3*30.265tZ1 柱鋼筋帶肋鋼筋16(0.2+0.2+2.94+3.44)*1.578/1000*8*60.514t帶肋鋼筋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氣浮機(jī)平臺(tái)配筋帶肋鋼筋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計(jì)算表第3頁(yè) 共22頁(yè)2021/11/2序序號(hào)號(hào)分分部部分分項(xiàng)項(xiàng)名

8、名稱稱計(jì)計(jì)算算表表達(dá)達(dá)式式數(shù)數(shù)量量單單位位帶肋鋼筋12（0.35+5.25+0.25-0.035*2+2*3.5*0.012+2*0.15）*0.888/1000*160.088t氣浮機(jī)平臺(tái)梁鋼筋 L4帶肋鋼筋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帶肋鋼筋255.25*3.85/1000*40.081tL4帶肋鋼筋225.25*2.984/1000*40.063tL4帶肋鋼筋105.25*0.617/1000*40.013tL5帶肋鋼筋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帶肋鋼筋18(1.678-0.3)*1.998/1000*8*30.066tL5帶肋鋼筋18(1.678-0.3)*1.998/1000*8*30.066t預(yù)預(yù)處處理理系系統(tǒng)統(tǒng)土土方方工工程程場(chǎng)地平整（2+8.45+2）*（21.8+2+2）321.210土方開(kāi)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土方運(yùn)輸土方回填地基打夯（21.

10、8+4+4）*（8.45+4+4）490.210釬探21.8*8.45184.210鋼鋼筋筋混混凝凝土土工工程程0.5mC15墊層混凝土（21.8+0.3*2+0.1*2）*（8.45+0.3*2）*0.120.453m墊層模板（21.8+0.3*2+0.1*2+8.45+0.3*2）*2*0.16.330C30混凝土基礎(chǔ)0.35*（21.8+0.3*2）*（8.45+0.3*2）70.952m基礎(chǔ)模板0.35*（21.8+0.3*2+8.45+0.3*2）*222.015墻計(jì)算表第4頁(yè) 共22頁(yè)2021/11/2序序號(hào)號(hào)分分部部分分項(xiàng)項(xiàng)名名稱稱計(jì)計(jì)算算表表達(dá)達(dá)式式數(shù)數(shù)量量單單位位底板鋼筋帶肋

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

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

13、t格格柵柵渠渠、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土方開(kāi)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土方運(yùn)輸土方回填地基打夯（5+0.3*2+4+4）*（8.4+4+4）223.040計(jì)算表第5頁(yè) 共22頁(yè)2021/11/2序序號(hào)號(hào)分分部部分分項(xiàng)項(xiàng)名名稱稱計(jì)計(jì)算算表表達(dá)達(dá)式式數(shù)數(shù)量量單單位位釬探（5+0.3*2）*8.447.040鋼鋼筋筋混混凝凝土土工工程程C15墊層混凝土6.4*9.2

14、5*0.15.920m墊層模板（6.4+9.25）*0.1*23.130C30混凝土基礎(chǔ)0.35*（5+0.3*2）*（8.4+0.3*2）17.640m基礎(chǔ)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墻tt5.mttt底板鋼筋帶肋鋼筋14(8.4+0.3*2-0.035*2+0.2*2+1)*2*38*1.208/10000.948t帶肋鋼筋14(5+0.3*2-0.035*2+0.2*

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

16、8854.017t帶肋鋼筋12(0.2+5-0.035*2)*34*6*0.888/10000.929t帶肋鋼筋12(3.5+0.2+0.35-0.035*2)*0.888/1000*29*20.205t帶肋鋼筋12（(5+0.3*2-0.035*2)*32*2*3+34*2*2*（8.4-0.035*2）*0.888/10001.949t帶肋鋼筋12(5+0.3*2-0.035*2)*21*2*0.888/10000.206t帶肋鋼筋165.53*3*2*3*1.578/10000.157t計(jì)算表第6頁(yè) 共22頁(yè)2021/11/2序序號(hào)號(hào)分分部部分分項(xiàng)項(xiàng)名名稱稱計(jì)計(jì)算算表表達(dá)達(dá)式式數(shù)數(shù)量量單

17、單位位分布筋帶肋鋼筋12(0.65+0.3+0.15-0.035*4+3.5*0.012)*0.888*34*2/10000.061tZ2帶肋鋼筋16（5.3-3.54+0.2*2）*4*1.578/10000.014帶肋鋼筋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土方開(kāi)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、土方運(yùn)輸土方回填地基打夯3.14*（5+0.3*2+4+4）*（5+0.3*2+4+4）580.774釬探3.14*（5+0.3*2）*（5+0.3*2）98.470鋼鋼筋筋混混凝凝土土工工程程C15墊層混凝土（0.3*2+5+0.1）*（0.3*2+5+0.1）*3.14*0.110.202m墊層模板2*（0.3*2+5+0.1）*3.14*0.13.580C30混凝土基礎(chǔ)（0.3*2+5）*（0.3*2+5）*3.14*0.3534.465m基礎(chǔ)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墻混凝土（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墻模板3.5*2*3.14*（5+0.3+5）226.394頂板混凝土3.14*（5-0.2-0.075）*（5-0.2-0.075）*0.3524.536m計(jì)算表第7頁(yè) 共22頁(yè)2021/11/2序序號(hào)號(hào)分分部部分分項(xiàng)項(xiàng)名名稱稱計(jì)計(jì)算算表表達(dá)達(dá)式式數(shù)數(shù)量量單單位位頂板模板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頂板模板超高3.14*2*（5-0.2-0.075）*0.35+3.14*（5-0.2-0.075）*（5-0.2-0.075）80.488帶肋鋼筋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帶肋鋼筋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帶肋

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

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

23、71t帶肋鋼筋6t污污泥泥泵泵房房計(jì)算表第8頁(yè) 共22頁(yè)2021/11/2序序號(hào)號(hào)分分部部分分項(xiàng)項(xiàng)名名稱稱計(jì)計(jì)算算表表達(dá)達(dá)式式數(shù)數(shù)量量單單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土方開(kāi)挖m土方運(yùn)輸m土方回填m地基打夯（6.001+4+4）*（6.501+4+4）203.029釬探(6.001+0.1)*(6.501+0.1)40.273鋼鋼筋筋混混凝凝土土工工程程C15墊層混凝土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墊層模板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混凝土基礎(chǔ)0.35*(3.5+0.3*2+1.201+1.2)*(3+1.201+1.2+0.3*2)13.654m基礎(chǔ)模板0.35*(3.5+0.3*2+1.201+1.2+3+1.201+1.2+0.3*2)*28.751C30墻混凝土（0.2+3.5）*0.3*（3+0.3+3.5+0.3）*215.762m墻模板（0.2+3.5）*（0.3*8+3.3*2+3.8*2）61.420C30板蓋0.15*（3+0.6-0.8+0.1）*（3.5+0.6-0.8+0.1）1.479

25、m板蓋模板0.15*（2.9+3.4）*2+3.4*2.911.750板蓋模板超高0.15*（2.9+3.4）*2+3.4*2.911.750帶肋鋼筋12t帶肋鋼筋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帶肋鋼筋175（0.8+15*0.02+1.68+（1.73*2+0.8）*6）*4*2.47/1000*41.120t帶肋鋼筋176（6*6+5.55+0.8+1.4*33*0.02*5+15*0.02)*4*2.47/1000*41.868t帶肋鋼筋177(15*0.022+6+0.8

26、)*4*2.98/1000*40.340t帶肋鋼筋1782.04*8*0.888/1000*40.058t帶肋鋼筋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帶肋鋼筋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計(jì)算表第9頁(yè) 共22頁(yè)2021/11/2序序號(hào)號(hào)分分部部分分項(xiàng)項(xiàng)名名稱稱計(jì)計(jì)算算表表達(dá)達(dá)式式數(shù)數(shù)量量單單位位帶肋鋼筋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帶肋鋼筋182（0.45*2+0.7-2*0.035+2*6.25*0.008）*27*8*0.395/1000*40.556t設(shè)設(shè)備備間間土土方方工工程程帶肋鋼筋185（6+0.8+15*0.025-0.035）*3*2*3.85/1000*20.330t帶肋鋼筋186（6+0.8+15*0.022-0.035）*4*2*2.98/1000*20.338t帶肋鋼筋187（6*6+0.8）*2*2.98/1000*20.439t帶肋鋼筋188（6*6+0.8）*2*2.47/

28、1000*20.364t帶肋鋼筋1892.03*8*0.888/1000*20.029t帶肋鋼筋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帶肋鋼筋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帶肋鋼筋192（48+0.8-2*0.035+2*15*0.02+1.4*33*0.02*6)*2*2.47/10000.271t帶肋鋼筋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帶肋鋼筋194(8+0.8)*2*3*2.47/10000.130t帶肋鋼筋195(15*0.025-0.035+8+0.8)*4+(8+0.8)*3)*3.85*2/10000.485t帶肋鋼筋196(15*0.018+2.4+0.8-0.035)*3*2*2/10000.041t帶肋鋼筋197（48+0.8-2*0.035+2*15*0.012+1.4*33*0.012*6)*4*0.888/10000.186t帶肋鋼筋198(0.25+0.7

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