污水處理廠各池體土建工程量概預(yù)算(方形池、圓形池)_第1頁
污水處理廠各池體土建工程量概預(yù)算(方形池、圓形池)_第2頁
污水處理廠各池體土建工程量概預(yù)算(方形池、圓形池)_第3頁
污水處理廠各池體土建工程量概預(yù)算(方形池、圓形池)_第4頁
污水處理廠各池體土建工程量概預(yù)算(方形池、圓形池)_第5頁
已閱讀5頁,還剩6頁未讀, 繼續(xù)免費(fèi)閱讀

下載本文檔

版權(quán)說明:本文檔由用戶提供并上傳,收益歸屬內(nèi)容提供方,若內(nèi)容存在侵權(quán),請進(jìn)行舉報(bào)或認(rèn)領(lǐng)

文檔簡介

污水廠各池體土建工程量概預(yù)算,,,,,,,,

計(jì)算參數(shù)(方形池),,,,,,,,

名稱,數(shù)值,單位,,,,,,

挖方量,11119.46,元/千m3,,,,,,

墊層,1862.96,元/十m3,,,,,,

12底板,4112.89,元/十m3,,,,,,

14底板,4738.54,元/十m3,,,,,,

12池壁,9980.14,元/十m3,,,,,,

14池壁,10605.74,元/十m3,,,,,,

12池蓋,6672.08,元/十m3,,,,,,

14池蓋,7355.07,元/十m3,,說明:橙色字體部分是“假設(shè)取值”,可以微調(diào);,,,,有藍(lán)色填充的則需要設(shè)計(jì)計(jì)算調(diào)整。

抹面,683.77,元/百m2,,,,,,

格柵井,4.5×1.5×2.0,,,,,,,

名稱,數(shù)值(m),,名稱,工程量,單位,造價(jià)(元),,

,,,,,,12鋼筋,14鋼筋,

池長,4.50,,挖方,0.02,千m3,229.34,229.34,

池寬,1.50,,墊層,0.21,十m3,399.05,399.05,

池深,2.00,,底板,0.20,十m3,832.86,959.55,

池壁厚度,0.30,,池壁,0.72,十m3,7185.70,7636.13,

格墻總長,0.00,,格墻,0.00,十m3,0.00,0.00,

格墻厚度,0.00,,抹面,0.37,百m2,251.29,251.29,

底板厚度,0.30,,池蓋,0,十m3,0,0,

墊層厚度,0.20,,,,,,,

地上尺寸,0.50,,,,,,,

地下尺寸,1.50,,總混凝土量,0.92,十m3,,,

頂板厚度,0.00,,總造價(jià),,,0.89,0.95,

調(diào)節(jié)池,16.0×10.0×5.5,,,,,,,

名稱,數(shù)值(m),,名稱,工程量,單位,造價(jià)(元),,

,,,,,,12鋼筋,14鋼筋,

池長,16.00,,挖方,0.94,千m3,10396.70,10396.70,

池寬,10.00,,墊層,3.52,十m3,6556.13,6556.13,

池深,5.50,,底板,4.80,十m3,19741.87,22744.99,

池壁厚度,0.30,,池壁,8.58,十m3,85629.60,90997.25,

格墻總長,0.00,,格墻,0.00,十m3,0.00,0.00,

格墻厚度,0.00,,抹面,4.72,百m2,3227.39,3227.39,

底板厚度,0.30,,池蓋,0,十m3,0,0,

墊層厚度,0.20,,,,,,,

地上尺寸,0.50,,,,,,,

地下尺寸,5.00,,總混凝土量,13.38,十m3,,,

頂板厚度,0.00,,總造價(jià),,,12.56,13.39,

事故池,24.0×10.0×5.5,,,,,,,

名稱,數(shù)值(m),,名稱,工程量,單位,造價(jià)(元),,

,,,,,,12鋼筋,14鋼筋,

池長,24.00,,挖方,1.38,千m3,15289.26,15289.26,

池寬,10.00,,墊層,5.22,十m3,9715.71,9715.71,

池深,5.50,,底板,7.20,十m3,29612.81,34117.49,

池壁厚度,0.30,,池壁,11.22,十m3,111977.17,118996.40,

格墻總長,0.00,,格墻,0.00,十m3,0.00,0.00,

格墻厚度,0.00,,抹面,6.48,百m2,4430.83,4430.83,

底板厚度,0.30,,池蓋,0,十m3,0,0,

墊層厚度,0.20,,,,,,,

地上尺寸,0.50,,,,,,,

地下尺寸,5.00,,總混凝土量,18.42,十m3,,,

頂板厚度,0.00,,總造價(jià),,,17.10,18.25,

隔油池,12.0×8.0×6.8,,,,,,,

名稱,數(shù)值(m),,名稱,工程量,單位,造價(jià)(元),,

,,,,,,12鋼筋,14鋼筋,

池長,12.00,,挖方,0.18,千m3,1951.47,1951.47,

池寬,8.00,,墊層,2.17,十m3,4037.41,4037.41,

池深,6.80,,底板,2.88,十m3,11845.12,0.00,

池壁厚度,0.30,,池壁,8.16,十m3,81437.94,2.45,

格墻總長,12.00,,格墻,2.45,十m3,24431.38,0.73,

格墻厚度,0.30,,抹面,7.43,百m2,5081.78,5081.78,

底板厚度,0.30,,池蓋,0,十m3,0,0,

墊層厚度,0.20,,,,,,,

地上尺寸,5.30,,,,,,,

地下尺寸,1.50,,總混凝土量,13.49,十m3,,,

頂板厚度,0.00,,總造價(jià),,,12.88,1.11,

氣浮池基礎(chǔ),14×7×1.5,,,,,,,

名稱,數(shù)值(m),,名稱,工程量,單位,造價(jià)(元),,

,,,,,,12鋼筋,14鋼筋,

池長,14.00,,挖方,0.00,千m3,0.00,0.00,

池寬,7.00,,墊層,2.22,十m3,4134.28,4134.28,

池深,1.50,,底板,2.94,十m3,12091.90,13931.31,

池壁厚度,0.00,,池壁,0.00,十m3,0.00,0.00,

格墻總長,14.00,,格墻,0.63,十m3,6287.49,6681.62,

格墻厚度,0.30,,抹面,2.66,百m2,1818.83,1818.83,

底板厚度,0.30,,池蓋,0,十m3,0,0,

墊層厚度,0.20,,,,,,,說明:基礎(chǔ)應(yīng)是框架結(jié)構(gòu)吧?這里計(jì)算是按“底板+3豎墻”來估算

地上尺寸,1.50,,,,,,,

地下尺寸,0.00,,總混凝土量,3.57,十m3,,,

頂板厚度,0.00,,總造價(jià),,,2.43,2.66,

厭氧池,16.0×8.0×8.5,,,,,,,

名稱,數(shù)值(m),,名稱,工程量,單位,造價(jià)(元),,

,,,,,,12鋼筋,14鋼筋,

池長,16.00,,挖方,0.60,千m3,6634.98,6634.98,

池寬,8.00,,墊層,2.86,十m3,5319.12,5319.12,

池深,8.50,,底板,3.84,十m3,15793.50,18195.99,

池壁厚度,0.30,,池壁,12.24,十m3,122156.91,129814.26,

格墻總長,0.00,,格墻,0.00,十m3,0.00,0.00,

格墻厚度,0.00,,抹面,7.66,百m2,5240.41,5240.41,

底板厚度,0.30,,池蓋,0,十m3,0,0,

墊層厚度,0.20,,,,,,,

地上尺寸,4.80,,,,,,,

地下尺寸,3.90,,總混凝土量,16.08,十m3,,,

頂板厚度,0.00,,總造價(jià),,,15.51,16.52,

缺氧池,16.0×17.0×7.0,,,,,,,

名稱,數(shù)值(m),,名稱,工程量,單位,造價(jià)(元),,

,,,,,,12鋼筋,14鋼筋,

池長,16.00,,挖方,0.73,千m3,8166.13,8166.13,

池寬,17.00,,墊層,5.84,十m3,10885.65,10885.65,

池深,7.00,,底板,8.16,十m3,33561.18,38666.49,

池壁厚度,0.30,,池壁,13.86,十m3,138324.74,146995.56,

格墻總長,14.00,,格墻,2.94,十m3,29341.61,31180.88,

格墻厚度,0.30,,抹面,12.34,百m2,8434.99,8434.99,

底板厚度,0.30,,池蓋,0,十m3,0,0,

墊層厚度,0.20,,,,,,,

地上尺寸,4.60,,,,,,,

地下尺寸,2.40,,總混凝土量,24.96,十m3,,,

頂板厚度,0.00,,總造價(jià),,,22.87,24.43,

多段好氧池,24.0×6.0×5.5(2組),,,,,,,

名稱,數(shù)值(m),,名稱,工程量,單位,造價(jià)(元),,

,,,,,,12鋼筋,14鋼筋,

池長,24.00,,挖方,0.18,千m3,1945.91,1945.91,

池寬,6.00,,墊層,3.25,十m3,6049.40,6049.40,

池深,5.50,,底板,5.76,十m3,23690.25,27293.99,

池壁厚度,0.40,,池壁,13.20,十m3,131737.85,139995.77,

格墻總長,0.00,,格墻,0.00,十m3,0.00,0.00,

格墻厚度,0.00,,抹面,7.44,百m2,5087.25,5087.25,

底板厚度,0.40,,池蓋,0,十m3,0,0,

墊層厚度,0.20,,,,,,,

地上尺寸,4.50,,,,,,,

地下尺寸,1.00,,總混凝土量,18.96,十m3,,,

頂板厚度,0.00,,總造價(jià)(單組),,,16.85,18.04,

,,,總造價(jià)(2組),,,33.70,36.07,

二沉池,"D=20,H=4(2組)",,,,,,,

,,,總造價(jià)(單組),,,16.60,17.97,

,,,總造價(jià)(2組),,,33.19,35.94,

硝化夜回流井,5.0×14.0×3.5,,,,,,,

名稱,數(shù)值(m),,名稱,工程量,單位,造價(jià)(元),,

,,,,,,12鋼筋,14鋼筋,

池長,14.00,,挖方,0.05,千m3,500.38,500.38,

池寬,5.00,,墊層,1.64,十m3,3046.31,3046.31,

池深,3.50,,底板,2.10,十m3,8637.07,9950.93,

池壁厚度,0.30,,池壁,3.99,十m3,39820.76,42316.90,

格墻總長,0.00,,格墻,0.00,十m3,0.00,0.00,

格墻厚度,0.00,,抹面,3.17,百m2,2167.55,2167.55,

底板厚度,0.30,,池蓋,0,十m3,0,0,

墊層厚度,0.20,,,,,,,

地上尺寸,3.00,,,,,,,

地下尺寸,0.50,,總混凝土量,6.09,十m3,,,

頂板厚度,0.00,,總造價(jià),,,5.42,5.80,

污泥回流井,7.0×5.0×3.0,,,,,,,

名稱,數(shù)值(m),,名稱,工程量,單位,造價(jià)(元),,

,,,,,,12鋼筋,14鋼筋,

池長,7.00,,挖方,0.00,千m3,0.00,0.00,

池寬,5.00,,墊層,0.85,十m3,1585.75,1585.75,

池深,3.00,,底板,1.05,十m3,4318.53,4975.47,

池壁厚度,0.30,,池壁,2.16,十m3,21557.10,22908.40,

格墻總長,0.00,,格墻,0.00,十m3,0.00,0.00,

格墻厚度,0.00,,抹面,1.79,百m2,1223.95,1223.95,

底板厚度,0.30,,池蓋,0,十m3,0,0,

墊層厚度,0.20,,,,,,,

地上尺寸,3.00,,,,,,,

地下尺寸,0.00,,總混凝土量,3.21,十m3,,,

頂板厚度,0.00,,總造價(jià),,,2.87,3.07,

接觸氧化池,20.0×6.0×5.5(2組),,,,,,,

名稱,數(shù)值(m),,名稱,工程量,單位,造價(jià)(元),,

,,,,,,12鋼筋,14鋼筋,

池長,20.00,,挖方,0.22,千m3,2451.84,2451.84,

池寬,6.00,,墊層,2.72,十m3,5065.76,5065.76,

池深,5.50,,底板,4.80,十m3,19741.87,22744.99,

池壁厚度,0.40,,池壁,11.44,十m3,114172.80,121329.67,

格墻總長,0.00,,格墻,0.00,十m3,0.00,0.00,

格墻厚度,0.00,,抹面,6.14,百m2,4198.35,4198.35,

底板厚度,0.40,,池蓋,0,十m3,0,0,

墊層厚度,0.20,,,,,,,

地上尺寸,4.00,,,,,,,

地下尺寸,1.50,,總混凝土量,16.24,十m3,,,

頂板厚度,0.00,,總造價(jià)(單組),,,14.56,15.58,

,,,總造價(jià)(2組),,,29.13,31.16,

絮凝反應(yīng)池,8.5×3.0×2.5,,,,,,,

名稱,數(shù)值(m),,名稱,工程量,單位,造價(jià)(元),,

,,,,,,12鋼筋,14鋼筋,

池長,8.50,,挖方,0.00,千m3,0.00,0.00,

池寬,3.00,,墊層,0.00,十m3,0.00,0.00,

池深,2.50,,底板,0.77,十m3,3146.36,3624.98,

池壁厚度,0.30,,池壁,1.73,十m3,17215.74,18294.90,

格墻總長,0.00,,格墻,0.00,十m3,0.00,0.00,

格墻厚度,0.00,,抹面,1.41,百m2,960.70,960.70,

底板厚度,0.30,,池蓋,0,十m3,0,0,

墊層厚度,0.00,,,,,,,

地上尺寸,2.50,,,,,,,

地下尺寸,0.00,,總混凝土量,2.49,十m3,,,

頂板厚度,0.00,,總造價(jià),,,2.13,2.29,

絮凝反應(yīng)池基礎(chǔ),8.5×3.0×1.2,,,,,,,

名稱,數(shù)值(m),,名稱,工程量,單位,造價(jià)(元),,

,,,,,,12鋼筋,14鋼筋,

池長,8.50,,挖方,0.00,千m3,0.00,0.00,

池寬,3.00,,墊層,0.66,十m3,1220.61,1220.61,

池深,2.50,,底板,0.77,十m3,3146.36,3624.98,

池壁厚度,0.00,,池壁,0.00,十m3,0.00,0.00,

格墻總長,8.50,,格墻,0.64,十m3,6362.34,6761.16,

格墻厚度,0.30,,抹面,1.53,百m2,1046.85,1046.85,

底板厚度,0.30,,池蓋,0,十m3,0,0,

墊層厚度,0.20,,,,,,,說明:按高程估算,絮凝反應(yīng)池應(yīng)有架空基礎(chǔ);基礎(chǔ)應(yīng)是框架結(jié)構(gòu)吧?這里計(jì)算是按“底板+3豎墻”來估算

地上尺寸,1.20,,,,,,,

地下尺寸,0.00,,總混凝土量,1.40,十m3,,,

頂板厚度,0.00,,總造價(jià),,,1.18,1.27,

終沉池,D=14.0,H=4.0,,,,,,,

,,,總造價(jià),,,10.41,11.25,

排水池,8.0×8.0×3.5,,,,,,,

名稱,數(shù)值(m),,名稱,工程量,單位,造價(jià)(元),,

,,,,,,12鋼筋,14鋼筋,

池長,8.00,,挖方,0.04,千m3,450.34,450.34,

池寬,8.00,,墊層,1.48,十m3,2755.69,2755.69,

池深,3.50,,底板,1.92,十m3,7896.75,9098.00,

池壁厚度,0.30,,池壁,3.36,十m3,33533.27,35635.29,

格墻總長,0.00,,格墻,0.00,十m3,0.00,0.00,

格墻厚度,0.00,,抹面,2.72,百m2,1859.85,1859.85,

底板厚度,0.30,,池蓋,0,十m3,0,0,

墊層厚度,0.20,,,,,,,

地上尺寸,3.00,,,,,,,

地下尺寸,0.50,,總混凝土量,5.28,十m3,,,

頂板厚度,0.00,,總造價(jià),,,4.65,4.98,

排泥池,4.0×4.0×3.5,,,,,,,

名稱,數(shù)值(m),,名稱,工程量,單位,造價(jià)(元),,

,,,,,,12鋼筋,14鋼筋,

池長,4.00,,挖方,0.04,千m3,416.98,416.98,

池寬,4.00,,墊層,0.42,十m3,788.40,788.40,

池深,3.50,,底板,0.48,十m3,1974.19,2274.50,

池壁厚度,0.30,,池壁,1.68,十m3,16766.64,17817.64,

格墻總長,0.00,,格墻,0.00,十m3,0.00,0.00,

格墻厚度,0.00,,抹面,1.04,百m2,711.12,711.12,

底板厚度,0.30,,池蓋,0,十m3,0,0,

墊層厚度,0.20,,,,,,,

地上尺寸,2.00,,,,,,,

地下尺寸,1.50,,總混凝土量,2.16,十m3,,,

頂板厚度,0.00,,總造價(jià),,,2.07,2.20,

污泥濃縮池,5.0×5.0×6.6,,,,,,,

名稱,數(shù)值(m),,名稱,工程量,單位,造價(jià)(元),,

,,,,,,12鋼筋,14鋼筋,

池長,5.00,,挖方,0.1

溫馨提示

  • 1. 本站所有資源如無特殊說明,都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請下載最新的WinRAR軟件解壓。
  • 2. 本站的文檔不包含任何第三方提供的附件圖紙等,如果需要附件,請聯(lián)系上傳者。文件的所有權(quán)益歸上傳用戶所有。
  • 3. 本站RAR壓縮包中若帶圖紙,網(wǎng)頁內(nèi)容里面會有圖紙預(yù)覽,若沒有圖紙預(yù)覽就沒有圖紙。
  • 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
  • 5. 人人文庫網(wǎng)僅提供信息存儲空間,僅對用戶上傳內(nèi)容的表現(xiàn)方式做保護(hù)處理,對用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯,并不能對任何下載內(nèi)容負(fù)責(zé)。
  • 6. 下載文件中如有侵權(quán)或不適當(dāng)內(nèi)容,請與我們聯(lián)系,我們立即糾正。
  • 7. 本站不保證下載資源的準(zhǔn)確性、安全性和完整性, 同時(shí)也不承擔(dān)用戶因使用這些下載資源對自己和他人造成任何形式的傷害或損失。

評論

0/150

提交評論