1、路基土石方数量计算表江津区白沙镇2017年农村公路（马横路）建设项目第1页 共9页S3-9桩 号横 断 面距离(m)挖 方 分 类 及 数 量 (m3)填 方 数 量(m3)利 用 方 数 量 及 调 配(m3)备 注面 积总数量土石(m2)本桩利用填 缺挖 余远运利用及纵向调配示意挖方填方%数量%数量%数量%数量%数量%数量总数量土石土石土石土石12345678910111213141516171819202122232425262728K0+0001.280.0114.5332.8206.6309.84013.1103.30.10.10.116.316.4K0+014.5273.230.02、05.4715.6203.1304.7406.2101.67.87.8K0+0202.480.0020.0070.72014.13021.24028.3107.135.435.4K0+0404.590.0013.4650.72010.13015.24020.3105.125.325.3K0+053.4622.940.006.5421.8204.4306.5408.7102.20.30.30.310.610.9K0+0603.730.0912.5823.6204.7307.1409.5102.49.29.29.21.611.8K0+072.5810.031.377.420.1200.0300.03、400.0100.027.727.60.10.00.127.5K0+0800.006.0920.0020304010125.859.266.659.266.6K0+1000.006.5020.0075.52015.13022.64030.2107.565.033.831.233.831.29.1K0+1207.550.0020.00246.12049.23073.84098.41024.6123.0123.0K0+14017.060.0020.38260.92052.23078.340104.41026.1130.5130.5K0+160.3798.550.0019.62162.72032.54、3048.84065.11016.30.20.20.281.181.4K0+1808.040.0220.00120.12024.03036.04048.01012.05.45.45.454.060.1K0+2003.970.5220.00113.32022.73034.04045.31011.35.35.35.350.756.6K0+2207.350.0112.2697.82019.63029.34039.1109.813.713.713.733.648.9K0+232.2618.602.237.7453.42010.73016.04021.4105.328.323.94.423.94.4225、.7K0+2405.205.0813.1174.32014.93022.34029.7107.463.333.330.133.330.19.5K0+253.1136.134.576.8954.62010.93016.44021.9105.515.915.915.99.627.3K0+2609.740.0420.00170.32034.13051.14068.11017.028.428.428.453.485.1K0+2807.292.8011.5482.32016.53024.74032.9108.247.636.810.836.810.831.3K0+291.5436.975.458.4656、3.02010.63015.94021.2105.353.624.828.823.728.81.1K0+3005.557.2320.00175.52035.13052.74070.21017.672.372.372.37.087.8K0+32012.000.0020.53163.62032.73049.14065.41016.481.881.8K0+340.5283.940.0019.4741.1208.23012.34016.4104.19.09.09.010.520.6K0+3600.280.9220.0047.2209.43014.14018.9104.79.29.29.213.323.7、6K0+3804.430.0022.9772.42014.53021.74029.0107.240.732.48.332.48.328.6K0+402.9701.873.54小 计227945668491222862144118035311388677461035累 计227945668491222862144118035311388677461035编制：复核：石46.4(1380m)弃方(到弃土坑K1+400)土石土536.0(1223m)石685.3(1208m)弃方(到弃土坑K1+400)土1.2(14m)路基土石方数量计算表江津区白沙镇2017年农村公路（马横路）建设项目第2页 共98、页S3-9桩 号横 断 面距离(m)挖 方 分 类 及 数 量 (m3)填 方 数 量(m3)利 用 方 数 量 及 调 配(m3)备 注面 积总数量土石(m2)本桩利用填 缺挖 余远运利用及纵向调配示意挖方填方%数量%数量%数量%数量%数量%数量总数量土石土石土石土石12345678910111213141516171819202122232425262728K0+402.9701.873.5417.0344.8209.03013.44017.9104.530.820.010.820.010.812.5K0+4203.390.0811.9149.82010.03014.94019.9105.9、00.50.50.524.424.9K0+431.9084.980.008.0956.82011.43017.14022.7105.70.00.00.028.428.4K0+4409.070.0020.00138.72027.73041.64055.51013.969.469.4K0+4604.800.0020.0066.42013.33019.94026.6106.60.00.00.033.233.2K0+4801.840.0020.0047.5209.53014.34019.0104.83.43.43.420.023.8K0+5002.910.344.7813.7202.7304.140510、.5101.41.21.21.25.56.8K0+504.7842.800.1515.2274.32014.93022.34029.7107.41.11.11.135.937.1K0+5206.960.0019.04118.02023.63035.44047.21011.84.44.44.454.159.0K0+539.0405.430.4620.96163.52032.73049.04065.41016.34.84.84.876.481.7K0+56010.170.0014.47117.82023.63035.34047.11011.858.958.9K0+574.4746.120.005.11、5337.4207.53011.24015.0103.718.718.7K0+5807.420.0020.00108.62021.73032.64043.41010.99.79.79.743.554.3K0+6003.440.9719.0496.12019.23028.84038.5109.69.29.29.237.848.1K0+619.0396.660.0020.96133.72026.73040.14053.51013.466.966.9K0+6406.100.005.7618.2203.6305.5407.3101.80.30.30.38.89.1K0+645.7570.220.10112、4.2411.1202.2303.3404.4101.10.70.70.74.85.5K0+6601.340.0020.0045.1209.03013.54018.0104.518.618.618.61.722.5K0+6803.171.8618.53104.52020.93031.44041.81010.517.317.317.333.052.3K0+698.5288.120.0021.47165.72033.13049.74066.31016.682.882.8K0+7207.320.0020.0098.82019.83029.64039.5109.913.913.913.933.949.13、4K0+7402.571.3911.3528.1205.6308.44011.2102.830.615.415.312.615.32.8K0+751.3462.384.018.6533.9206.83010.24013.5103.443.625.218.415.218.410.0K0+7605.456.0720.00189.72037.93056.94075.91019.060.760.760.727.194.9K0+78013.530.0020.00257.02051.43077.140102.81025.7128.5128.5K0+80012.170.006.5882.22016.430214、4.74032.9108.241.141.1K0+806.57612.820.00小 计23014606909212302512064419344139351110累 计4581916137418324588716472255461581016716802145编制：复核：土835.0(862m)石1087.6(876m)弃方(到弃土坑K1+400)土14.3(23m)路基土石方数量计算表江津区白沙镇2017年农村公路（马横路）建设项目第3页 共9页S3-9桩 号横 断 面距离(m)挖 方 分 类 及 数 量 (m3)填 方 数 量(m3)利 用 方 数 量 及 调 配(m3)备 注面 积总数15、量土石(m2)本桩利用填 缺挖 余远运利用及纵向调配示意挖方填方%数量%数量%数量%数量%数量%数量总数量土石土石土石土石12345678910111213141516171819202122232425262728K0+806.57612.820.0013.42153.12030.63045.94061.21015.30.50.50.576.076.5K0+8209.990.0820.00112.12022.43033.64044.81011.20.80.80.855.256.0K0+8401.220.0012.918.3201.7302.5403.3100.82.92.92.90.94.116、K0+852.9080.070.467.090.2200.0300.1400.1100.015.315.20.10.10.115.1K0+8600.003.8620.0076.22015.23022.94030.5107.638.634.14.434.14.434.0K0+8807.620.0018.56192.72038.53057.84077.11019.396.396.3K0+898.55613.150.0021.44205.72041.13061.74082.31020.6102.8102.8K0+9206.040.0023.26149.72029.93044.94059.91015.17、074.974.9K0+943.2606.840.0016.74200.32040.13060.14080.11020.0100.1100.1K0+96017.090.0020.00189.62037.93056.94075.81019.094.894.8K0+9801.870.005.635.3201.1301.6402.1100.53.72.41.32.41.31.4K0+985.6320.001.3114.372030401090.490.490.4K1+0000.0011.2816.7719.3203.9305.8407.7101.9166.4155.910.58.610.5147.318、K1+016.7732.308.5722.2584.62016.93025.44033.8108.5120.574.546.037.946.036.6K1+039.0255.302.2620.97166.42033.33049.94066.51016.623.723.723.756.783.2K1+06010.560.0021.18215.82043.23064.74086.31021.6107.9107.9K1+081.1789.820.0018.82133.02026.63039.94053.21013.366.566.5K1+1004.320.0020.0089.12017.83026.19、74035.7108.944.644.6K1+1204.600.0020.00154.42030.93046.34061.81015.40.10.10.177.177.2K1+14010.840.0111.15139.82028.03041.94055.91014.00.10.10.169.869.9K1+151.15214.230.008.85122.42024.53036.74048.91012.261.261.2K1+16013.440.0020.00217.52043.53065.24087.01021.7108.7108.7K1+1808.310.0020.00147.22029.420、3044.24058.91014.773.673.6K1+2006.410.0018.31126.92025.43038.14050.81012.763.563.5K1+218.3077.460.0021.69159.12031.83047.74063.61015.979.579.5K1+2407.210.0020.00135.02027.03040.54054.01013.519.919.919.945.367.5K1+2606.291.99小 计32036419611281320483420621316228914551544累 计7784155723353114778135410672821、76772203906731363689编制：复核：土311.9(599m)石401.2(603m)弃方(到弃土坑K1+400)土16.8(26m)土162.6(503m)石504.4(474m)弃方(到弃土坑K1+400)土路基土石方数量计算表江津区白沙镇2017年农村公路（马横路）建设项目第4页 共9页S3-9桩 号横 断 面距离(m)挖 方 分 类 及 数 量 (m3)填 方 数 量(m3)利 用 方 数 量 及 调 配(m3)备 注面 积总数量土石(m2)本桩利用填 缺挖 余远运利用及纵向调配示意挖方填方%数量%数量%数量%数量%数量%数量总数量土石土石土石土石12345678910122、11213141516171819202122232425262728K1+2606.291.9919.68145.12029.03043.54058.01014.519.819.819.850.472.6K1+279.6828.460.0320.32206.72041.33062.04082.71020.70.30.30.3103.1103.4K1+30011.890.0020.00333.52066.730100.140133.41033.4166.8166.8K1+32021.460.0011.39203.42040.73061.04081.31020.3101.7101.7K1+33123、.38814.250.008.61148.22029.63044.54059.31014.874.174.1K1+34020.170.0020.00294.02058.83088.240117.61029.4147.0147.0K1+3609.230.0017.65124.92025.03037.54050.01012.562.562.5K1+377.6454.930.0022.36119.12023.83035.74047.61011.959.559.5K1+4005.720.0017.1063.52012.73019.04025.4106.316.316.316.313.531.7K1+424、17.0961.701.9122.90128.52025.73038.64051.41012.921.921.921.939.864.3K1+4409.520.008.4297.82019.63029.34039.1109.848.948.9K1+448.41613.730.0011.58147.02029.43044.14058.81014.773.573.5K1+46011.660.0020.00137.42027.53041.24055.01013.79.69.69.658.068.7K1+4802.080.969.4916.9203.4305.1406.8101.716.47.68.825、7.68.80.4K1+489.4921.482.4910.5116.6203.3305.0406.6101.731.922.99.07.49.015.5K1+5001.673.5820.0038.9207.83011.74015.6103.960.739.621.117.421.122.2K1+5202.222.4920.00126.32025.33037.94050.51012.624.924.924.935.363.1K1+54010.410.0016.65161.12032.23048.34064.51016.180.680.6K1+556.6538.940.003.3536.320726、.33010.94014.5103.618.218.2K1+56012.770.0020.00211.02042.23063.34084.41021.1105.5105.5K1+5808.330.0020.00118.02023.63035.44047.21011.84.44.44.454.159.0K1+6003.460.4420.0092.02018.43027.64036.8109.24.44.44.441.246.0K1+6205.740.0020.0083.42016.73025.04033.4108.341.741.7K1+6402.600.002.034.9201.0301.5427、01.9100.52.42.4K1+642.0332.170.0017.9732.5206.5309.74013.0103.216.216.2K1+6601.440.0017.8112.8202.6303.8405.1101.313.56.57.05.77.00.8K1+677.8130.001.51小 计3100620930124031022417846140463813941508累 计108842177326543541088157812453338172664296745305197编制：复核：土1811.1(154m)石1978.2(151m)弃方(到弃土坑K1+400)土土394.28、3(178m)石432.7(176m)弃方(到弃土坑K1+400)土0.9(18m)路基土石方数量计算表江津区白沙镇2017年农村公路（马横路）建设项目第5页 共9页S3-9桩 号横 断 面距离(m)挖 方 分 类 及 数 量 (m3)填 方 数 量(m3)利 用 方 数 量 及 调 配(m3)备 注面 积总数量土石(m2)本桩利用填 缺挖 余远运利用及纵向调配示意挖方填方%数量%数量%数量%数量%数量%数量总数量土石土石土石土石12345678910111213141516171819202122232425262728K1+677.8130.001.5120.9558.72011.730129、7.64023.5105.915.915.915.911.629.4K1+698.7675.610.0021.23101.22020.23030.44040.51010.150.650.6K1+7203.930.0020.0075.52015.13022.74030.2107.637.837.8K1+7403.620.0013.5352.92010.63015.94021.2105.326.526.5K1+753.5344.200.006.4717.8203.6305.3407.1101.80.10.10.18.88.9K1+7601.310.0214.7518.6203.7305.6407.30、4101.90.20.20.29.19.3K1+774.7511.200.005.254.7200.9301.4401.9100.51.61.61.60.52.3K1+7800.570.6120.0062.32012.53018.74024.9106.26.16.16.124.331.1K1+8005.650.0020.36133.82026.83040.14053.51013.466.966.9K1+820.3647.480.0019.6499.92020.03030.04039.91010.049.949.9K1+8402.690.0015.7721.2204.2306.4408.510231、.113.29.53.79.53.77.2K1+855.7680.001.674.232030401010.510.510.5K1+8600.003.3020.0012.6202.5303.8405.0101.396.389.56.85.66.883.9K1+8801.266.3320.38105.22021.03031.64042.11010.564.547.117.547.117.536.5K1+900.3829.060.0019.62191.82038.43057.54076.71019.295.995.9K1+92010.490.0011.54105.52021.13031.7404232、.21010.652.852.8K1+931.5387.800.008.4662.22012.43018.74024.9106.231.131.1K1+9406.890.0020.0098.82019.83029.64039.5109.96.96.96.941.749.4K1+9602.990.6920.0055.02011.03016.54022.0105.521.321.321.33.727.5K1+9802.511.445.1111.0202.2303.3404.4101.112.16.16.04.96.01.2K1+985.1131.803.2914.8931.4206.3309.4433、012.5103.136.519.417.014.017.05.4K2+0002.421.6120.0073.22014.63022.04029.3107.316.116.116.118.736.6K2+0204.910.0019.58123.02024.63036.94049.21012.361.561.5K2+039.5767.660.0020.4299.02019.83029.74039.6109.90.20.20.249.349.5K2+0602.040.0216.0216.3203.3304.9406.5101.612.47.35.17.35.13.5K2+076.0160.001.34、533.98203040106.56.56.5K2+0800.001.72小 计16313264896531633202645615756107641764累 计125152503375550061252189815103899743225366751705961编制：复核：土180.6(960m)石319.9(933m)弃方(到弃土坑K2+700)土土217.9(775m)石293.2(774m)弃方(到弃土坑K2+700)土土土122.2(666m)石151.1(668m)弃方(到弃土坑K2+700)路基土石方数量计算表江津区白沙镇2017年农村公路（马横路）建设项目第6页 共9页S3-935、桩 号横 断 面距离(m)挖 方 分 类 及 数 量 (m3)填 方 数 量(m3)利 用 方 数 量 及 调 配(m3)备 注面 积总数量土石(m2)本桩利用填 缺挖 余远运利用及纵向调配示意挖方填方%数量%数量%数量%数量%数量%数量总数量土石土石土石土石12345678910111213141516171819202122232425262728K2+0800.001.7217.6017.4203.5305.2407.0101.715.27.87.47.87.41.9K2+097.5991.980.012.403.8200.8301.1401.5100.40.10.10.11.81.9K36、2+1001.170.0820.0031.1206.2309.34012.4103.10.80.80.814.715.5K2+1201.940.0020.0085.32017.13025.64034.1108.50.00.00.042.642.6K2+1406.590.006.2245.1209.03013.54018.0104.522.522.5K2+146.2157.910.0013.7890.92018.23027.34036.4109.145.545.5K2+1605.280.0020.0099.92020.03030.04040.01010.050.050.0K2+1804.710.37、0017.5654.72010.93016.44021.9105.527.327.3K2+197.5641.510.002.443.4200.7301.0401.4100.30.70.70.71.01.7K2+2001.290.5620.0036.6207.33011.04014.7103.712.312.312.34.618.3K2+2202.370.6720.0082.12016.43024.64032.8108.26.76.76.733.641.0K2+2405.840.007.6438.7207.73011.64015.5103.919.419.4K2+247.6414.300.00138、2.3655.62011.13016.74022.2105.627.827.8K2+2604.700.0020.0082.72016.53024.84033.1108.341.341.3K2+2803.560.0020.0039.8208.03011.94015.9104.04.84.84.814.619.9K2+3000.420.481.070.4200.1300.1400.2100.00.70.50.20.20.20.3K2+301.0650.320.8718.9362.92012.63018.94025.2106.38.48.48.422.131.5K2+3206.330.0216.8539、161.62032.33048.54064.71016.20.20.20.280.780.8K2+336.85312.850.003.1545.3209.13013.64018.1104.522.622.6K2+34015.920.0020.00248.72049.73074.64099.51024.9124.4124.4K2+3608.960.0020.00133.32026.73040.04053.31013.30.00.00.066.666.6K2+3804.370.0020.0089.02017.83026.74035.6108.90.20.20.244.344.5K2+4004.5340、0.0214.1959.12011.83017.74023.6105.90.20.20.229.429.6K2+414.1933.810.015.8120.0204.0306.0408.0102.00.10.10.19.910.0K2+4203.090.0420.0030.9206.2309.34012.4103.125.113.811.313.811.35.1K2+4400.002.4820.00117.02023.43035.14046.81011.724.824.824.830.858.5K2+46011.700.00小 计1735347521694174100811981190777841、50累 计1425128504275570014251998159140810553415366759476812编制：复核：土346.2(506m)石376.7(504m)弃方(到弃土坑K2+700)土0.4(11m)土522.0(318m)石607.8(309m)弃方(到弃土坑K2+700)路基土石方数量计算表江津区白沙镇2017年农村公路（马横路）建设项目第7页 共9页S3-9桩 号横 断 面距离(m)挖 方 分 类 及 数 量 (m3)填 方 数 量(m3)利 用 方 数 量 及 调 配(m3)备 注面 积总数量土石(m2)本桩利用填 缺挖 余远运利用及纵向调配示意挖方填方%数量%数量42、%数量%数量%数量%数量总数量土石土石土石土石12345678910111213141516171819202122232425262728K2+46011.700.005.1366.32013.33019.94026.5106.633.233.2K2+465.13214.150.0014.87146.52029.33044.04058.61014.773.373.3K2+4805.560.0020.0055.62011.13016.74022.2105.66.66.66.620.427.8K2+5000.000.6620.002030401022.022.022.0K2+5200.001.543、420.005.8201.2301.7402.3100.615.612.43.22.63.29.8K2+5400.580.0220.0052.22010.43015.74020.9105.20.20.20.225.926.1K2+5604.640.001.8310.1202.0303.0404.1101.05.15.1K2+561.8336.430.0018.1790.22018.03027.14036.1109.045.145.1K2+5803.510.0020.0042.9208.63012.94017.2104.30.20.20.221.221.5K2+6000.780.026.825.44、3201.1301.6402.1100.50.10.10.12.52.6K2+606.8220.760.0213.1826.1205.2307.84010.4102.65.45.45.47.013.0K2+6203.200.8020.0038.3207.73011.54015.3103.820.117.22.917.22.916.5K2+6400.631.2120.0061.12012.23018.34024.4106.112.112.112.117.130.6K2+6605.480.0011.2468.02013.63020.44027.2106.80.00.00.034.034.0K2+645、71.2376.630.008.7678.82015.83023.64031.5107.939.439.4K2+68011.350.0020.00143.62028.73043.14057.41014.40.50.50.571.371.8K2+7003.000.0517.5251.72010.33015.54020.7105.20.80.80.824.925.8K2+717.5202.900.042.486.8201.4302.0402.7100.70.10.10.13.33.4K2+7202.600.0620.0026.0205.2307.84010.4102.629.114.914.11146、.614.13.3K2+7400.002.8520.0025.9205.2307.84010.3102.628.514.414.011.614.02.9K2+7602.590.0014.6655.42011.13016.64022.2105.50.00.00.027.727.7K2+774.6634.970.005.3429.3205.9308.84011.7102.914.614.6K2+7806.000.0020.0099.32019.93029.84039.7109.949.749.7K2+8003.930.0020.0074.62014.93022.44029.8107.537.33747、.3K2+8203.530.0020.0055.72011.13016.74022.3105.60.30.30.327.527.9K2+8402.050.0311.4112.7202.5303.8405.1101.34.94.94.90.96.3K2+851.4130.180.83小 计132826639853113314611234743438581633累 计1557931164674623215582145170344211293755746765297444编制：复核：土土289.9(60m)石334.9(60m)弃方(到弃土坑K2+700)土土82.5(63m)(调至K2+851.448、13)土75.1(79m)石163.5(99m)弃方(到弃土坑K2+700)路基土石方数量计算表江津区白沙镇2017年农村公路（马横路）建设项目第8页 共9页S3-9桩 号横 断 面距离(m)挖 方 分 类 及 数 量 (m3)填 方 数 量(m3)利 用 方 数 量 及 调 配(m3)备 注面 积总数量土石(m2)本桩利用填 缺挖 余远运利用及纵向调配示意挖方填方%数量%数量%数量%数量%数量%数量总数量土石土石土石土石12345678910111213141516171819202122232425262728K2+851.4130.180.838.591.1200.2300.3400.449、100.17.77.10.60.50.66.6K2+8600.070.9620.000.7200.1300.2400.3100.142.141.70.40.30.441.4K2+8800.003.2520.007.5201.5302.3403.0100.833.429.34.13.44.125.9K2+9000.750.0818.6030.0206.0309.04012.0103.00.90.90.914.015.0K2+918.6012.470.011.404.0200.8301.2401.6100.40.00.00.02.02.0K2+9203.230.0020.0035.4207.13050、10.64014.2103.50.60.60.617.117.7K2+9400.310.0620.003.1200.6300.9401.2100.320.919.21.71.41.717.8K2+9600.002.0320.0076.82015.43023.04030.7107.720.320.320.315.738.4K2+9807.680.009.5870.42014.13021.14028.1107.035.235.2K2+989.5847.000.0010.4254.12010.83016.24021.6105.427.027.0K3+0003.380.0020.0033.8206.851、3010.14013.5103.426.815.111.715.111.76.2K3+0200.002.6820.0014.7202.9304.4405.9101.551.543.58.06.68.037.0K3+0401.472.478.928.1201.6302.4403.2100.813.99.54.43.64.45.9K3+048.9220.340.6411.0837.0207.43011.14014.8103.73.63.63.614.518.5K3+0606.350.0120.00162.52032.53048.84065.01016.30.10.10.181.281.3K3+0852、09.900.0012.21108.82021.83032.64043.51010.90.10.10.154.354.4K3+092.2067.920.017.7956.82011.43017.04022.7105.70.10.10.128.328.4K3+1006.650.0120.0066.52013.33019.94026.6106.621.621.621.69.133.2K3+1200.002.152.04203040104.74.74.7K3+122.0430.002.4317.962030401064.664.664.6K3+1400.004.7620.0020304010107.53、297.010.397.010.3K3+1600.005.9710.0622.9204.6306.9409.2102.330.117.712.410.312.47.4K3+170.0634.550.029.9438.2207.63011.44015.3103.80.50.50.518.519.1K3+1803.130.0820.00122.72024.53036.84049.11012.30.80.80.860.561.4K3+2009.140.0010.5783.82016.83025.14033.5108.42.12.12.139.541.9K3+210.5716.720.419.434654、.9209.43014.14018.8104.723.921.03.021.03.020.7K3+2203.234.67小 计10862173264341094773521261134623980417500累 计16665333349996666166626222055568124142281314669467944编制：复核：土82.5(63m)(从K2+780段调入)土土13.2(209m)石34.7(220m)弃方(到弃土坑K2+700)土77.9(285m)石106.8(283m)弃方(到弃土坑K2+700)土47.9(33m)土139.5(384m)石215.8(382m)弃方(到55、弃土坑K2+700)土116.6(41m)石土1.9(21m)(调至K3+220)石69.9(507m)弃方(到弃土坑K2+700)路基土石方数量计算表江津区白沙镇2017年农村公路（马横路）建设项目第9页 共9页S3-9桩 号横 断 面距离(m)挖 方 分 类 及 数 量 (m3)填 方 数 量(m3)利 用 方 数 量 及 调 配(m3)备 注面 积总数量土石(m2)本桩利用填 缺挖 余远运利用及纵向调配示意挖方填方%数量%数量%数量%数量%数量%数量总数量土石土石土石土石12345678910111213141516171819202122232425262728K3+2203.234.6713.5330.2206.0309.14012.1103.031.615.216.413.516.41.7K3+233.5321.240.00小 计306912332151614162累 计16695333950086678166926542070584125543881514669467944编制：复核：土1.9(21m)(从K3+200段调入)