燃气土方-完整.xls
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- 燃气 土方 完整
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1、桩号绝缘接头 钢筋砼套管dn1550阀室700*700高高压压5标标0+290.5710+437.695 437.695430+480.695 480.6950+757757490+8068060+906.5111+023.481管管 道道 工工 程程 土土 方方 计计 算算 表表工程名称:五环四期5标0+000-1+33.48(道路桩号8+4809+840)第 页 共 页井 号桩 号地面高程(设计)地面高程(现况)管底高程高 差 计 算土 方 计 算管 径增宽管 径或沟 宽管道斜长增加值距 离距 离土方含量机挖土方量高差平均高差 路床土厚附加数槽 深坡度增加值123345=3-46=5/27
2、89=6-7+81010101411111213T1046.3943.952.442.342.30.70.81.50.00067.88067.8800T267.8846.6844.452.232.222.20.70.81.50.00048.67048.6700T3116.5546.2544.042.212.522.50.70.81.50.00048.67048.6700T4165.2246.1243.32.822.762.80.70.81.50.00048.50048.5000T5213.7246.0743.3752.6952.462.50.70.81.50.00048.41048.4100T
3、6262.1346.0143.7942.2162.202.20.70.81.50.00048.44048.4400T7310.5745.9143.732.182.192.20.70.80.00048.41048.4100T8358.9845.8743.672.22.542.50.70.81.50.00048.44048.4400T9407.4246.1843.3072.8732.412.40.70.81.50.0008.3808.3800415.845.2543.3071.9433.893.90.70.81.50.3950.0537.0537.1050422.846.3740.545.835.
4、835.80.70.81.50.0006.9006.9000T10429.746.3740.545.835.835.80.70.81.50.0007.9957.9950顶管穿京山铁路437.69546.3740.545.835.835.81.70.82.50.00043.00043.0000480.69546.3740.545.835.505.50.70.81.50.0004.8454.8450T11穿减河485.5443.2445.740.545.165.405.40.70.81.50.00052.46052.4600穿减河53845.8146.1840.545.644.074.10.70.
5、81.50.3330.0386.0386.0760穿减河54445.8146.1843.6742.5062.512.50.70.81.56.5406.5400穿减河550.5445.8146.1843.6742.5062.702.70.70.81.50.000197.930197.9300T12748.4745.7442.842.92.902.90.70.81.50.0008.5308.5300顶管穿京良铁路75745.7442.842.92.902.91.70.82.50.00049.00049.000080645.7442.842.93.093.10.70.81.50.00010.1901
6、0.1900T13816.1946.1242.843.282.752.80.70.81.50.00070.32070.3200T14886.5145.5443.3182.2222.182.20.70.81.50.00048.97048.9700T15935.4845.4643.3182.1422.272.30.70.81.50.00048.98048.9800T16984.4645.4943.0872.4032.852.80.70.81.50.00049.02049.0200T171033.4845.6342.343.291.651.60.70.81.50.000-1033.480-1033.
7、480000.000.00.70.81.50.0000.0000.000000.000.00.70.81.50.0000.0000.000000.000.00.70.81.50.0000.0000.000000.000.00.70.81.50.0000.0000.000000.000.00.70.81.50.0000.0000.000000.000.00.70.81.50.0000.0000.000000.000.00.70.81.50.0000.0000.000000.000.00.70.81.50.0000.000000.000.00.70.81.50.0000.0000.000000.0
8、00.00.70.81.50.0000.0000.000000.000.00.70.81.50.0000.0000.000000.000.00.70.81.50.0000.0000.000000.000.00.70.81.50.0000.0000.000000.000.00.70.81.50.0000.0000.000000.000.00.70.81.50.0000.0000.00002.702.70.70.81.50.000197.930197.9300管管 道道 工工 程程 土土 方方 计计 算算 表表工程名称:五环四期5标0+000-1+33.48(道路桩号8+4809+840)第 页
9、共 页井 号桩 号地面高程(设计)地面高程(现况)管底高程高 差 计 算土 方 计 算管 径增宽管 径或沟 宽管道斜长增加值距 离距 离土方含量机挖土方量高差平均高差 路床土厚附加数槽 深坡度增加值123345=3-46=5/2789=6-7+8101010141111121300.000.00.70.81.50.0000.0000.000000.000.00.70.81.50.0000.0000.000000.000.00.70.81.50.0000.0000.000000.000.00.70.81.50.0000.0000.000000.000.00.70.81.50.0000.0000.
10、000000.000.00.70.81.50.0000.0000.000000.000.00.70.81.50.0000.0000.000000.000.00.70.81.50.0000.0000.000000.000.00.70.81.50.0000.0000.000000.000.00.70.81.50.0000.0000.000000.000.00.70.81.50.0000.0000.000000.000.00.70.81.50.0000.0000.000000.000.00.70.81.50.0000.0000.000000.000.00.70.81.50.0000.0000.000
11、000.000.00.70.81.50.0000.0000.000000.000.00.70.81.50.0000.0000.0000083.760.000.0083.7641.9045.6086.000.730.090.090.180.000.000.000.00.70.81.50.0000.0000.0000管管 道道 工工 程程 土土 方方 计计 算算 表表工程名称:五环四期5标0+000-1+33.48(道路桩号8+4809+840)第 页 共 页井 号桩 号地面高程(设计)地面高程(现况)管底高程高 差 计 算土 方 计 算管 径增宽管 径或沟 宽管道斜长增加值距 离距 离土方含量机
12、挖土方量高差平均高差 路床土厚附加数槽 深坡度增加值123345=3-46=5/2789=6-7+81010101411111213人工挖土方量人工回填 上口宽下口宽破旧路上口下口量上口下口回填量141516171.6981.532.62.01.599.93.042.7879.01.6981.523.32.01.571.62.972.7055.21.6981.523.32.01.571.63.162.9058.91.6981.523.32.01.571.43.323.0661.81.6981.523.22.01.571.23.122.8657.91.6981.523.22.01.571.32.
13、952.6954.60.19801.40.50-1.41.451.1825.41.6981.523.22.01.571.33.172.9158.91.6981.54.02.01.512.33.092.839.91.6981.53.42.01.510.44.073.8011.11.6981.53.32.01.510.25.355.0814.41.6981.53.82.01.511.85.355.0816.72.6982.533.53.02.5106.36.356.08106.91.6981.52.32.01.57.15.134.869.71.6981.525.22.01.577.25.064.8
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