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
14、0103.51.6981.52.92.01.58.94.193.929.81.6981.53.12.01.59.63.152.897.91.6981.594.92.01.5291.33.283.02249.5第 页 共 页1.6981.54.12.01.512.63.413.1511.22.6982.538.23.02.5121.14.414.1583.91.6981.54.92.01.515.03.543.2813.91.6981.533.72.01.5103.53.323.0589.51.6981.523.52.01.572.12.942.6855.01.6981.523.52.01.57
15、2.13.002.7456.21.6981.523.52.01.572.13.383.1163.71.6981.5-495.82.01.5-1521.02.592.32-1014.31.6981.50.02.01.50.01.501.240.01.6981.50.02.01.50.01.501.240.01.6981.50.02.01.50.01.501.240.01.6981.50.02.01.50.01.501.240.01.6981.50.02.01.50.01.501.240.01.6981.50.02.01.50.01.501.240.01.6981.50.02.01.50.01.5
16、01.240.01.6981.50.02.01.50.01.501.240.01.6981.50.02.01.50.01.501.240.01.6981.50.02.01.50.01.501.240.01.6981.50.02.01.50.01.501.240.01.6981.50.02.01.50.01.501.240.01.6981.50.02.01.50.01.501.240.01.6981.50.02.01.50.01.501.240.01.6981.50.02.01.50.01.501.240.01.6981.594.92.01.5291.33.283.02249.5人工挖土方量人工
17、回填 上口宽下口宽破旧路上口下口量上口下口回填量14151617第 页 共 页1.6981.50.02.01.50.01.501.240.01.6981.50.02.01.50.01.501.240.01.6981.50.02.01.50.01.501.240.01.6981.50.02.01.50.01.501.240.01.6981.50.02.01.50.01.501.240.01.6981.50.02.01.50.01.501.240.01.6981.50.02.01.50.01.501.240.01.6981.50.02.01.50.01.501.240.01.6981.50.02.
18、01.50.01.501.240.01.6981.50.02.01.50.01.501.240.01.6981.50.02.01.50.01.501.240.01.6981.50.02.01.50.01.501.240.01.6981.50.02.01.50.01.501.240.01.6981.50.02.01.50.01.501.240.01.6981.50.02.01.50.01.501.240.01.6981.50.02.01.50.01.501.240.097.2986.005.86112.3386.0019.52141.28126.23350.301.6981.50.02.01.5
19、0.01.501.240.0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14151617第 页 共 页管管 道道 工工 程程 土土 方方 计计 算算 表表工程名称：井 号桩 号地面高程 管底高程高 差 计 算土 方 计 算高差平均高差 路床土厚附加数12345=3-46=5/278T1-2.7-2.20-1.7-1.20-0.7-0.200.30.801.31.802.32.252.22.202.22.262.3162.26L=0.022.22.512.8162.5152.22.202.22.202.21.98DN6001.7651.761.7632.19L=0.072.6
20、142.412.22.20L=0.032.21.901.5931.59DN6001.5771.892.22.20L=0.022.22.202.22.2092.22.252.2972.25L=1.02.24.48DN21506.766.786.7934.50L=1.02.22.202.22.20142.22.202.22.342.4852.342.22.202.22.572.9342.572.22.222.2492.322.3882.292.22.202.200.0000.0000000.002.2000.00第 页 共 页管 径或沟 宽距 离土方含量机挖土方量人工挖土方量人工回填槽 深上口下口
21、量上口9=6-7+81011121314-2.2-3.70-0.260.0-3.502-3.70.0-3.2-1.2-2.700.740.0-2.502-2.70.0-2.2-0.2-1.701.740.0-1.502-1.70.0-1.20.8-0.702.740.0-0.502-0.70.0-0.21.80.303.740.00.4980.30.00.82.31.304.740.01.4981.30.01.82.21.324.468.91.4981.30.81.82.31.304.740.01.4981.30.01.82.31.304.740.01.4981.30.01.82.51.305
22、.310.01.4981.30.01.82.51.305.310.01.4981.30.01.82.21.304.460.01.4981.30.01.82.21.304.460.01.4981.30.01.82.01.303.920.01.4981.30.01.81.81.403.590.01.5981.40.01.92.21.304.460.01.4981.30.01.82.41.305.020.01.4981.30.01.82.21.304.460.01.4981.30.01.81.91.303.660.01.4981.30.01.81.61.403.080.01.5981.40.01.9
23、1.91.303.660.01.4981.30.01.82.21.304.460.01.4981.30.01.82.21.304.460.01.4981.30.01.8管管 道道 工工 程程 土土 方方 计计 算算 表表土 方 计 算2.21.304.460.01.4981.30.01.82.21.304.460.01.4981.30.01.82.21.304.460.01.4981.30.01.84.51.3015.980.01.4981.30.01.86.800.04.51.3015.980.01.4981.30.01.82.21.304.460.01.4981.30.01.82.21.3
24、04.460.01.4981.30.01.82.21.304.460.01.4981.30.01.82.31.304.740.01.4981.30.01.82.31.304.740.01.4981.30.01.82.21.304.460.01.4981.30.01.82.61.305.610.01.4981.30.01.82.61.305.610.01.4981.30.01.82.21.304.460.01.4981.30.01.82.31.304.740.01.4981.30.01.82.31.304.740.01.4981.30.01.82.21.304.460.01.4981.30.01
25、.828.00.81864.592.21.332.3484.46144.27212.61.82.21.341.54.46185.0916.21.81934.4382.21.241.8924.46186.83815.11.72.21.260.5444.46270.02621.81.72.21.304.460.01.4981.30.01.898.436707.659.1715.659.9107.30.0356.2463.52.21.260.5444.46270.02621.81.7 上口宽下口宽破旧路下口回填量151617-3.70.0-4.15-4.420.0-2.70.0-2.49-2.760
26、.0-1.70.0-0.83-1.100.0-0.70.00.830.560.00.30.02.492.220.01.30.03.793.520.01.32.53.753.492.91.30.03.793.530.01.30.03.793.530.01.30.03.963.690.01.30.03.963.690.01.30.03.753.490.01.30.03.753.490.01.30.03.613.340.01.40.03.563.300.01.30.03.743.480.01.30.03.893.620.01.30.03.753.490.01.30.03.553.290.01.40.
27、03.453.180.01.30.03.553.280.01.30.03.753.490.01.30.03.753.490.0人工回填1.30.03.753.490.01.30.03.783.520.01.30.03.783.520.01.30.05.264.990.000.01.30.05.275.000.01.30.03.753.490.01.30.03.753.490.01.30.03.753.490.01.30.03.853.580.01.30.03.853.580.01.30.03.753.490.01.30.03.993.730.01.30.03.993.730.01.30.03.773.500.01.30.03.833.570.01.30.03.813.550.01.30.03.753.490.02.32.91.340.24.153.8952.01.351.53.753.4960.11.247.82.652.3942.21.269.14.053.7994.91.30.03.753.490.0187.8190.1252.21.269.14.053.7994.9
