一般路基土石方数量计算表.docx

1、一般路基土石方数量计算表路 基 石 方 数 量 计 算 表 S1-4-9适中至三层岭战备公路工程 第 1 页 共 16 页桩 号横 断 面 积(m2)距离(m)挖 方 分 类 及 数 量 (m3)填 方 数 量(m3)利 用 方 数 量 及 调 配 (m3)借方数量(m3)及运距(Km)弃方数量(m3)及运距(Km)总 运 量(m3Km)备 注总数量土石挖填本桩利用填 缺挖 余远运利用纵向调配示意土石数量数量数量数量数量数量土校正土方石土石土石土石土石土石土石1234567891011121314151617181920212223242526272829303132333435K59+465

2、.7463.90.314.362.04024.86037.23.83.83.858.2K59+4804.80.320.0108.24043.36064.92.62.62.6105.6K59+5006.00.020.0115.34046.16069.20.20.20.2115.2K59+5205.50.020.0166.54066.66099.90.10.10.1166.4K59+54011.220.0249.54099.860149.7249.5K59+56013.820.0308.040123.260184.8308.0K59+58017.020.0289.740115.960173.828

3、9.7K59+60012.010.988.84035.56053.34.94.94.983.9K59+610.9414.30.99.138.34015.36023.0338.5338.538.3300.2K59+6204.273.810.076.24030.56045.7993.7993.776.2917.5K59+63011.0124.910.080.24032.16048.11183.51183.580.21103.4K59+6405.0111.810.094.14037.76056.51015.21015.294.1921.0K59+65013.891.210.0142.24056.96

4、085.3787.0787.0142.2644.8K59+66014.666.210.0106.24042.56063.7466.9466.9106.2360.8K59+6706.627.210.033.14013.26019.9182.5182.533.1149.4K59+6809.310.04060103.5103.5103.5K59+69011.410.04060119.4119.4119.4K59+70012.510.04.6401.9602.8108.5108.54.6103.8K59+7100.99.27.129.94012.06017.932.932.929.93.1K59+71

5、7.1407.4大、中桥梁K59+822.1807.417.8565.540226.260339.3107.3107.3107.3458.2K59+84056.012.02558.31023.31535.05450.55450.5723.64726.91834.7小 计 编制： 复核: 审核：路 基 土 石 方 数 量 计 算 表 S1-4-9适中至三层岭战备公路工程 第 2 页 共 16 页桩 号横 断 面 积(m2)距离(m)挖 方 分 类 及 数 量 (m3)填 方 数 量(m3)利 用 方 数 量 及 调 配 (m3)借方数量(m3)及运距(Km)弃方数量(m3)及运距(Km)总 运

6、量(m3Km)备 注总数量土石挖填本桩利用填 缺挖 余远运利用纵向调配示意土石数量数量数量数量数量数量土校正土方石土石土石土石土石土石土石1234567891011121314151617181920212223242526272829303132333435K59+84056.012.020.01527.734519.451779.1568.711160.4120.4120.4120.41178.1229.1K59+86096.720.02682.634912.1511368.15120.711281.72280.2402.4K59+880171.520.03105.5341055.9511

7、583.85139.711326.12.52.52.52637.2465.8K59+900139.00.210.01285.234437.051655.4557.811134.92.02.02.01090.3192.8K59+910118.00.210.0803.734273.351409.9536.21184.415.115.115.1668.1120.6K59+92042.82.910.0213.83472.751109.059.61122.4281.9281.9181.7100.232.1K59+93053.510.034515111656.41656.41656.4K59+940277

8、.810.034515113109.83109.83109.8K59+950344.210.034515113971.83971.83971.8K59+960450.210.034515115363.15363.15363.1K59+970622.510.034515116186.86186.86186.8K59+980614.910.034515116242.06242.06242.0K59+990633.510.034515115685.55685.55685.5K60+000503.610.034515115093.95093.95093.9K60+010515.210.025.8348

9、.85113.251.2112.74706.04706.021.94684.13.9K60+0205.2426.02.05.3341.8512.750.2110.6965.0965.04.5960.50.8K60+022.041519.68.084.93428.95143.353.8118.93575.33575.372.13503.212.7K60+03021.3378.810.0149.63450.95176.356.71115.72599.72599.7127.22472.522.4K60+0408.6141.110.01210.234411.551617.2554.511127.172

10、3.7723.7723.7305.0181.5K60+050233.43.610.02105.434715.8511073.8594.711221.118.218.218.21771.4315.8K60+060187.620.08366.0242007.8363011.8121003.9282342.55019.63346.4K60+080649.021565.66495.79743.51597.93728.450319.250319.21289.449029.814949.85326.3小 计 编制： 复核: 审核：路 基 土 石 方 数 量 计 算 表 S1-4-9适中至三层岭战备公路工程

11、 第 3 页 共 16 页桩 号横 断 面 积(m2)距离(m)挖 方 分 类 及 数 量 (m3)填 方 数 量(m3)利 用 方 数 量 及 调 配 (m3)借方数量(m3)及运距(Km)弃方数量(m3)及运距(Km)总 运 量(m3Km)备 注总数量土石挖填本桩利用填 缺挖 余远运利用纵向调配示意土石数量数量数量数量数量数量土校正土方石土石土石土石土石土石土石1234567891011121314151617181920212223242526272829303132333435K60+080649.020.012176.9242922.5364383.7121461.2283409.5

12、7306.14870.8K60+100568.720.07196.5402878.6604317.9302158.9705037.57196.57196.5K60+120150.920.01509.240603.760905.530452.8701056.4814.2814.2814.2695.01509.2K60+14081.420.0406030705572.15572.15572.1K60+160475.819.2406030706494.16494.16494.1K60+179.238199.320.8147.54059.06088.53044.370103.32135.02135.0

13、147.51987.5147.5K60+20014.26.319.22524.1401009.7601514.530757.2701766.960.960.960.92463.32524.1K60+219.239248.220.89312.6242235.0363352.5121117.5282607.55587.63725.0K60+240648.920.012692.8243046.3364569.4121523.1283554.07615.75077.1K60+260620.320.09062.1322899.9484349.86543.7141268.77249.71812.4K60+

14、280285.920.04400.520880.1301320.115660.1351540.22200.22200.2K60+300154.220.03045.720609.130913.715456.8351066.01522.81522.8K60+320150.419.94840.220968.0301452.115726.0351694.12420.12420.1K60+339.943335.019.76797.8201359.6302039.3151019.7352379.23398.93398.9K60+359.676354.019.36908.6201381.7302072.61

15、51036.3352418.03454.33454.3K60+378.955362.718.96857.6201371.5302057.3151028.6352400.23428.83428.8K60+397.865362.618.64792.320958.5301437.715718.9351677.32396.22396.2K60+416.451153.118.31766.820353.430530.015265.035618.448.648.648.6834.8883.4K60+434.77039.85.318.11239.420247.930371.815185.935433.848.148.148.1571.6619.7K60+452.89197.018.52067.220413.430620.115310.135723.51033.61033.6K60+47