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路基土石方数量计算表.xls

公路—Ⅰ级路基宽度26m说明及CAD图（总说明、路线、路基、路面及排水、桥梁、涵洞、交通工程及沿线设施）

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公路—Ⅰ级路基宽度26m说明及CAD图总说明、路线、路基、路面及排水、桥梁、涵洞、交通工程及沿线设施.zip

路基标准横断面图.dwg---(点击预览)

路基排水设计图.dwg---(点击预览)

路基土石方数量计算表.xls---(点击预览)

篇目_secret.doc---(点击预览)

直线、曲线及转角表.xls---(点击预览)

挡土墙标准断面图.jpg---(点击预览)

挡土墙标准断面图.dwg---(点击预览)

主要经济技术指标表1.xls---(点击预览)

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公路—Ⅰ级路基宽度26m说明及CAD图（总说明、路线、路基、路面及排水、桥梁、涵洞、交通工程及沿线设施）.zip

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关键词：: 公路路基宽度 26 说明 cad 路线线路路面排水桥梁涵洞交通工程沿线设施

资源描述：: 公路—Ⅰ级路基宽度26m说明及CAD图（总说明、路线、路基、路面及排水、桥梁、涵洞、交通工程及沿线设施）,公路,路基,宽度,26,说明,cad,路线,线路,路面,排水,桥梁,涵洞,交通,工程,沿线,设施

内容简介：: 第1页共6页挖方填方%数量%数量%数量%数量%数量%数量总数量土石土石土石土石12345678910111213141516171819202122232425262728K0+00048.380.00K0+0200.6626.5520.00802.4100802.4265.5308.0308.0494.4K0+0400.63354.2520.00168.9100168.93652.04236.3168.94067.4K0+0600.78661.4620.0014.110014.19845.111420.314.111406.2K0+0800.91336.9620.0016.910016.99672.211219.716.911202.8K0+10031.975.4620.00484.8100484.83268.23791.1484.83306.3K0+12025.1727.1420.00883.4100883.4326.0378.2378.2505.2K0+1401.01199.0520.00417.8100417.82105.92442.8417.82025.1K0+1601.01631.2720.0020.110020.17991.29269.820.19249.6K0+1801.45808.1120.0024.510024.514081.816334.824.516310.3K0+2001.45596.7820.0029.010029.013736.915934.829.015905.8K0+2201.43158.1820.0028.810028.87237.68395.628.88366.8K0+2400.93127.6320.0023.610023.62546.02953.423.62929.8K0+2600.00484.3020.009.31009.35807.36736.49.36727.2K0+2800.00527.9420.001009810.411380.111380.1K0+3001.45272.2120.0014.510014.57689.58919.814.58905.3K0+32026.980.0020.00440.3100440.32566.12976.6440.32536.3K0+340166.750.0020.002249.41002249.42249.4K0+360241.920.0020.004398.71004398.74398.7K0+380252.290.0020.005254.11005254.15254.1K0+400274.190.0020.005576.81005576.85576.8K0+420254.810.0020.005602.01005602.05602.0K0+440123.050.0020.004090.61004090.64090.6K0+460547.030.0020.007012.81007012.87012.8K0+480903.270.0020.0014815.110014815.114815.1K0+5001037.720.0020.0019721.910019721.919721.9K0+520858.800.0020.0019277.210019277.219277.2小计91376.891376.8100601.5116697.82378.7114319.088998.0累计91376.891376.8100601.5116697.82378.7114319.088998.0编制：复核：远运利用及纵向调配示意填方数量 (m3)利用方数量及调配 (m3)填缺备注路基土石方数量计算表路基土石方数量计算表挖方分类及数量 (m3)本桩利用挖余石桩号横断面土(m2)面积距离(m) 总数量土494.4(20m) 土29488.4(474m) (从K0+500段调入) 土505.2(20m) 土83831.1(239m) 第2页共6页挖方填方%数量%数量%数量%数量%数量%数量总数量土石土石土石土石12345678910111213141516171819202122232425262728K0+520858.800.00K0+540688.900.0020.0015789.010015789.015789.0K0+560283.450.0020.0010035.410010035.410035.4K0+580101.770.0020.004164.21004164.24164.2K0+59526.39105.0415.001078.21001078.2670.8778.1778.1300.1K0+6001.26140.055.00100K0+6200.00308.4920.00100K0+6401.06427.7420.00100K0+65582.89106.9415.00100K0+660110.170.005.00560.7100560.7267.3310.1310.1250.5K0+7401.59626.4380.005094.41005094.424433.128342.45094.423248.0K0+7602.30400.3420.0038.910038.99955.611548.538.911509.6K0+7804.82626.4120.0071.210071.29955.511548.471.211477.2K0+8006.64738.2820.00114.6100114.613334.915468.4114.615353.9K0+8201.49715.8520.0081.210081.214229.216505.981.216424.7K0+8401.48822.8020.0029.710029.715074.517486.429.717456.7K0+8601.53832.9220.0030.010030.016245.218844.430.018814.4K0+8801.85827.6420.0033.710033.716293.618900.633.718866.8K0+9001.47872.3620.0033.210033.216688.019358.133.219324.9K0+9201.44883.9720.0029.110029.117251.320011.529.119982.3K0+9401.44903.6120.0028.810028.817563.720373.928.820345.1K0+9601.55882.6420.0029.910029.917550.520358.529.920328.7K0+9801.64874.9120.0031.810031.817263.520025.631.819993.8K1+0001.97899.9420.0036.010036.017436.520226.336.020190.3K1+0201.46907.0620.0034.210034.217758.020599.334.220565.0K1+0401.44918.7920.0029.010029.017946.520817.929.020789.0K1+0602.31905.7920.0037.510037.517933.820803.237.520765.6小计37410.737410.7277851.4322307.66871.5315436.130539.2累计128787.4128787.4378452.9439005.49250.2429755.1119537.2编制：复核：总数量桩号横断面土(m2)面积距离(m)路基土石方数量计算表路基土石方数量计算表挖方分类及数量 (m3)本桩利用挖余石远运利用及纵向调配示意填方数量 (m3)利用方数量及调配 (m3)填缺备注土29488.4(474m) (调至K0+020) 土4967.6 就地弃方土250.5(43m) 第3页共6页挖方填方%数量%数量%数量%数量%数量%数量总数量土石土石土石土石12345678910111213141516171819202122232425262728K1+0602.31905.79K1+0801.95883.1520.0042.610042.617577.420389.742.620347.1K1+1002.52812.4420.0044.710044.716643.919306.944.719262.2K1+1202.77540.2520.0052.910052.913214.915329.252.915276.4K1+1402.51634.2820.0052.710052.711433.213262.552.713209.8K1+1602.77448.5120.0052.710052.710515.912198.452.712145.7K1+1803.06435.5520.0058.310058.38528.69893.258.39834.9K1+2002.77659.9820.0058.310058.310643.212346.158.312287.9K1+2202.49583.3920.0052.610052.612121.714061.152.614008.5K1+2402.25561.9620.0047.510047.511141.512924.247.512876.7K1+2601.44815.8920.0037.010037.013466.615621.237.015584.3K1+2801.80653.7420.0032.410032.414384.316685.832.416653.4K1+3002.76483.7920.0045.610045.611063.212833.445.612787.8K1+3202.40294.9120.0051.510051.57474.98670.951.58619.4K1+3402.49385.3020.0048.910048.96490.07528.448.97479.6K1+3602.88492.7720.0053.710053.78468.69823.653.79769.9K1+3803.02402.0420.0059.010059.08636.110017.959.09958.9K1+4003.42288.5820.0064.410064.46594.27649.264.47584.8K1+42016.90103.2320.00203.2100203.23606.04183.0203.23979.8K1+44027.6573.6920.00445.5100445.51457.21690.3445.51244.9K1+46020.0246.8820.00476.7100476.7893.71036.7476.7560.0K1+48016.1854.9820.00362.0100362.0706.7819.7362.0457.8K1+5001.41117.8720.00175.9100175.91416.51643.2175.91467.3K1+5201.41148.7720.0028.310028.32354.42731.128.32702.8K1+5401.50260.4320.0029.110029.13780.04384.829.14355.6K1+56097.146.3220.001142.41001142.42511.52913.41142.41771.0K1+58064.8124.0220.001931.51001931.5303.4351.9351.91579.5小计5649.25649.2205427.7238296.14069.7234226.41579.5累计134436.6134436.6583880.5677301.413319.9663981.5121116.7编制：复核：远运利用及纵向调配示意填方数量 (m3)利用方数量及调配 (m3)填缺备注路基土石方数量计算表路基土石方数量计算表挖方分类及数量 (m3)本桩利用挖余石桩号横断面土(m2)面积距离(m) 总数量土547832.4 就地取土土1579.5(20m) 第4页共6页挖方填方% 数量%数量%数量%数量%数量%数量总数量土石土石土石土石12345678910111213141516171819202122232425262728K1+58064.8124.02K1+6001.69155.6120.00821.0100821.01640.31902.7821.01081.7K1+62079.259.9820.00965.4100965.41499.91739.9965.4774.5K1+640200.080.0020.003105.21003105.299.8115.7115.72989.5K1+66029.8523.8920.002611.31002611.3238.9277.1277.12334.2K1+6801.41331.1520.00468.7100468.73394.33937.4468.73468.8K1+7001.01872.6720.0024.210024.211726.213602.324.213578.1K1+7201.13388.4720.0021.310021.312299.414267.221.314245.9K1+74015.2542.3920.00163.7100163.73996.64636.0163.74472.3K1+76025.8927.9220.00411.4100411.4391.1453.7411.442.3K1+780201.610.0020.002431.01002431.0123.2142.9142.92288.1K1+800127.880.0020.003606.91003606.93606.9K1+8201.62101.2120.001451.01001451.0856.1993.0993.0458.0K1+8403.02453.6620.0046.410046.45236.76074.546.46028.2K1+8601.63484.5320.0046.510046.59069.910521.146.510474.7K1+8801.65529.8220.0032.710032.79831.511404.532.711371.8K1+9001.36154.8920.0030.110030.16535.17580.730.17550.6K1+92034.638.3720.00515.9100515.91476.71712.9515.91197.0K1+94054.286.1420.001201.11001201.1145.1168.3168.31032.8K1+9603.6866.8220.00735.6100735.6573.5665.3665.370.3K1+9801.59213.6920.0052.710052.72493.12892.052.72839.3K2+0001.33156.7520.0029.310029.33392.53935.329.33906.0K2+020152.880.0020.001698.11001698.11411.51637.41637.460.7K2+040475.830.0020.006599.11006599.16599.1K2+060447.120.0020.009541.51009541.59541.5K2+080465.210.0020.009435.31009435.39435.3K2+100290.040.0020.007864.51007864.57864.5小计53909.753909.776431.188660.17628.881031.346280.9累计188346.3188346.3660311.7765961.520948.7745012.9167397.6编制：复核：总数量桩号横断面土(m2)面积距离(m)路基土石方数量计算表路基土石方数量计算表挖方分类及数量 (m3)本桩利用挖余石远运利用及纵向调配示意填方数量 (m3)利用方数量及调配 (m3)填缺备注土1856.2 (32m) 土3467.5 (27m) 土25987.0 就地取土土6353.0(60m) 土35519.1 就地取土土1103.1(21m) 土6745.3(48m) 土29750.5(98m) (调至K2+120) 第5页共6页挖方填方%数量%数量%数量%数量%数量%数量总数量土石土石土石土石12345678910111213141516171819202122232425262728K2+100290.040.00K2+12010.7628.0320.003320.01003320.0280.3325.2325.22994.8K2+1401.4324.8020.00277.9100277.9372.3431.9277.9154.0K2+1601.44844.8120.0028.710028.78384.09725.528.79696.8K2+1801.41202.1320.0028.510028.510157.311782.528.511754.0K2+2000.90269.9920.0023.110023.14409.25114.723.15091.6K2+2200.66767.4520.0015.610015.610062.411672.415.611656.8K2+2400.00711.7020.006.61006.614479.516796.26.616789.6K2+2600.72568.9320.007.21007.212494.314493.47.214486.2K2+2800.72273.7820.0014.410014.48115.09413.414.49399.0K2+3004.9847.5120.0057.010057.02900.83365.057.03308.0K2+320103.543.6420.001241.21001241.2355.4412.3412.3828.9K2+340184.620.0020.003193.61003193.636.442.242.23151.4K2+360570.240.0020.007860.61007860.67860.6K2+380445.300.0020.0010467.310010467.310467.3K2+400145.990.0020.006224.91006224.96224.9K2+420129.509.3220.003066.91003066.993.2108.1108.12958.8K2+4404.6893.1920.001497.81001497.8869.11008.11008.1489.6K2+4606.08331.7920.00107.6100107.63937.84567.9107.64460.3K2+48053.6555.9320.00753.4100753.43721.24316.6753.43563.2K2+5001.80279.6420.00710.5100710.53199.73711.7710.53001.1K2+52074.9757.2820.00923.7100923.73213.23727.3923.72803.6K2+5401.80337.4920.00923.7100923.73791.74398.4923.73474.7K2+5601.59589.5420.0033.910033.98958.310391.733.910357.7K2+5803.39419.0920.0049.810049.89774.311338.249.811288.3K2+6001.73984.4520.0051.210051.213723.415919.251.215867.9K2+6201.87999.1320.0036.010036.019523.822647.636.022611.6小计40921.340921.3142852.9165709.45945.0159764.434976.3累计229267.6229267.

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