12A號(hào)-13A號(hào)化糞池表工程量計(jì)算表(含土方措施)

1、編編制制說(shuō)說(shuō)明明 本表格是根據(jù)標(biāo)準(zhǔn)圖集鋼筋混凝土化糞池 03s702 進(jìn)行編制 為了方便用戶進(jìn)行統(tǒng)計(jì)12a號(hào)、13a號(hào)化糞池工程量而編制 在圖集標(biāo)準(zhǔn)量上加入土方工程及措施項(xiàng)目計(jì)量 在表中紅色字是變量可進(jìn)行修改 需求查找工程量人員請(qǐng)看淺黃色填充部分 編制人:渾身都是肉 qq:258088853 鋼筋混凝土化糞池一覽表 型號(hào)hll1l2l3bb1b2b3b4hh1h2h3 12a-75f 12002 500 88603300110063005800250050056004503150280020003670 12a-75sf 12002 501 88603300110063005800250050

2、056004503150280020003670 12a-75qf 12002 502 88603300110063005800250050056004503150280020003670 12a-75sqf 12002 503 88603300110063005800250050056004503150280020003670 13a-100f 12002 504 106604300150081005800250050056004503150280020003670 13a-100sf 12002 505 1066043001500810058002500500560045031502800

3、20003670 13a-100qf 12002 506 106604300150081005800250050056004503150280020003670 13a-100sqf 12002 507 106604300150081005800250050056004503150280020003670 鋼筋混凝土化糞池所需構(gòu)件一覽表 名稱各型號(hào)所需構(gòu)件個(gè)數(shù) 類型構(gòu)件號(hào) 12a- 75f 12a- 75sf 12a- 75qf 12a- 75sqf 13a- 100f 13a- 100sf 13a- 100qf 13a- 100sqf 長(zhǎng)mm寬mm 板洞直 徑(直徑 )mm 厚（高 ）m 現(xiàn)

4、澆板蓋 gxbf-1115.21.20.4 gxbf-2222.41.20.4 gxbf-3115.21.20.45 gxbf-4223.21.20.4 gxbf-5115.21.20.45 gxbf-6222.41.20.4 gxbf-7115.21.20.5 gxbf-8225.21.20.4 現(xiàn)澆板蓋模板面積m228.6828.6829.7229.7234.42434.42447.22447.224 預(yù)制板蓋 gbf-124241130440120 gbf-22424730420120 gbf-324241630440120 gbf-43232730410120 gbf-62424113

5、0440120 gbf-72424730420120 gbf-824241630440120 gbf-93232730410120 預(yù)制板蓋模板面積 19.291 2 19.291 2 19.291 2 19.291 2 26.790 4 26.790 4 26.790 4 26.790 4 進(jìn)出水井 sj-122222222 gbf-5222213601860700150 gbf-10222213601860700150 預(yù)制圈井 jq-11818181818181818700400 jq-2700200 jq-366666666700200 jq-466666666700200 jq-56

6、666666613601860400 jq-613601860200 jq-72222222213601860200 jq-82222222213601860200 預(yù)制圈井模板面積 80.264 4 80.264 4 80.264 4 80.264 4 80.264 4 80.264 4 80.264 4 80.264 4 預(yù)制圈井體積6.486.486.486.486.486.486.486.48 預(yù)制圈井鋼筋848848848848848848848848 鋼鋼筋筋混混凝凝土土化化糞糞池池主主要要材材料料匯匯總總表表( (一一) ) 型型號(hào)號(hào) 池池頂頂土土 層層厚厚(m)(m) 池池壁壁

7、及及底底板板進(jìn)進(jìn)出出水水井井預(yù)預(yù)制制蓋蓋板板預(yù)預(yù)制制井井圈圈 c30c30墻墻砼砼 (m3)(m3) 注注: :請(qǐng)請(qǐng)看看 墻墻砼砼合合 計(jì)計(jì) c30c30底底板板 砼砼(m3)(m3) 注注: :請(qǐng)請(qǐng)看看 底底板板砼砼 合合計(jì)計(jì) 合合計(jì)計(jì)c30c30 砼砼(m3)(m3) 鋼鋼筋筋 (kg)(kg) c30c30墻墻砼砼 (m3)(m3) 注注: :請(qǐng)請(qǐng)看看 墻墻砼砼合合 計(jì)計(jì) c30c30底底板板 砼砼(m3)(m3) 注注: :請(qǐng)請(qǐng)看看 底底板板砼砼 合合計(jì)計(jì) 合合計(jì)計(jì)c30c30 砼砼(m3)(m3) 鋼鋼筋筋 (kg)(kg) c30c30砼砼 (m3)(m3) 鋼鋼筋筋 (kg)(k

8、g) c25c25砼砼 (m3)(m3) 鋼鋼筋筋 (kg)(kg) 12a-75f1.987.8627.4735.3342546.060.886.948982.331926.48848 12a-75sf1.987.8627.4735.3350116.060.886.948982.331926.48848 12a-75qf1.987.8627.4735.3342546.060.886.949642.331926.48848 12a-75sqf1.987.8627.4735.3350116.060.886.949462.331926.48848 13a-100f1.9810.3831.1641.

9、5451346.060.886.948983.223126.48848 13a-100sf1.9810.3831.1641.5462636.060.886.948983.223126.48848 13a-100qf1.9810.3831.1641.5451346.060.886.949643.223846.48848 13a-100sqf1.9810.3831.1641.5462636.060.886.949643.223846.48848 鋼鋼筋筋混混凝凝土土化化糞糞池池主主要要材材料料匯匯總總表表( (二二) ) 型型號(hào)號(hào) 墊墊層層現(xiàn)現(xiàn)澆澆蓋蓋板板防防水水層層通通氣氣管管 9090度度三三

10、 通通( (個(gè)個(gè)) ) 雙雙層層加加 鎖鎖井井蓋蓋 及及蓋蓋座座( ( 套套) ) 管管道道支支 架架( (付付) ) c30c30墻墻砼砼 合合計(jì)計(jì) (m3)(m3) c30c30底底板板 砼砼合合計(jì)計(jì) (m3)(m3) 現(xiàn)現(xiàn)澆澆鋼鋼 筋筋合合計(jì)計(jì) b12b12至至 b18b18厘厘 (t)(t) 預(yù)預(yù)制制鋼鋼 筋筋合合計(jì)計(jì) b12b12至至 b18b18厘厘 (t)(t)c10c10砼砼 c30c30砼砼 (m3)(m3) 鋼鋼筋筋 (kg)(kg) 2020厚厚防防 水水砂砂漿漿 抹抹面面 (m2)(m2) 管管材材 dn100(dn100( m)m) 管管罩罩( (套套 ) ) 12a

11、-75f4.263.34453140.610228213.9228.355.6051.04 12a-75sf4.263.34453140.610228213.9228.356.3621.04 12a-75qf4.263.48591140.610228213.9228.355.8091.04 12a-75sqf4.263.48591140.610228213.9228.356.5481.04 13a-100f5.34.02581150.710228216.4432.046.6131.16 13a-100sf5.34.02581150.710228216.4432.047.7421.16 13a-

12、100qf5.34.16740150.710228216.4432.046.8381.232 13a-100sqf5.34.16740150.710228216.4432.047.9671.232 鋼鋼筋筋混混凝凝土土化化糞糞池池措措施施項(xiàng)項(xiàng)目目匯匯總總表表 型型號(hào)號(hào) 墊墊層層模模 板板m2m2 底底板板模模 板板m2m2 池池壁壁砼砼 墻墻模模板板 m2m2 現(xiàn)現(xiàn)澆澆蓋蓋 板板模模板板 m2m2 預(yù)預(yù)制制蓋蓋 板板模模板板 m2m2 預(yù)預(yù)制制井井 圈圈模模板板 m2m2 外外腳腳手手 架架( (綜綜合合 腳腳手手架架 )m2)m2 內(nèi)內(nèi)腳腳手手 架架( (單單排排 腳腳手手架架 )m2)m2

13、 12a-75f2.97.13 312.31 4 28.68 19.291 2 80.264 4 163.99 214.77 6 12a-75sf2.97.13 312.31 4 28.68 19.291 2 80.264 4 163.99 214.77 6 12a-75qf2.97.13 312.31 4 29.72 19.291 2 80.264 4 163.99 214.77 6 12a-75sqf2.97.13 312.31 4 29.72 19.291 2 80.264 4 163.99 214.77 6 13a-100f3.38.03349.2534.424 26.790 4 80

14、.264 4 184.69239.4 13a-100sf3.38.03349.2534.424 26.790 4 80.264 4 184.69239.4 13a-100qf3.38.03349.2547.224 26.790 4 80.264 4 184.69239.4 13a-100sqf3.38.03349.2547.224 26.790 4 80.264 4 184.69239.4 鋼鋼筋筋混混凝凝土土化化糞糞池池土土方方工工程程匯匯總總表表 型型號(hào)號(hào) 場(chǎng)場(chǎng)地地平平 整整(m2(m2） 挖挖土土體體 積積（m3)m3) 回回填填土土 體體積積（ m3)m3) 余余土土外外 運(yùn)運(yùn)(m3)

15、(m3) 挖挖土土深深 (m)(m) 放放坡坡系系 數(shù)數(shù) 工工作作面面 寬寬(m)(m) 12a-75f 85.392 7 523.62 5 362.96 1 160.66 4 5.750.30.5 12a-75sf 85.392 7 523.62 5 362.96 1 160.66 4 5.750.30.5 12a-75qf 85.392 7 523.62 5 362.96 1 160.66 4 5.750.30.5 12a-75sqf 85.392 7 523.62 5 362.96 1 160.66 4 5.750.30.5 13a-100f 100.73 8 611.85 9 413.16 2 198.69 7 5.750.30.5 13a-100sf 100.73 8 611.85 9 413.16 2 198.69 7 5.750.30.5 13a-100qf 100.73 8 611.85 9 413.16 2 198.69 7 5.750.30.5 13a-100sqf 100.73 8 611.85 9 413.16 2 198.69 7 5.750.30.5 h1 500 500 500 500 500 500 500 500 模板面 積m2 體積鋼筋kg 15.04