1、永永川川区区20182018年年“四四好好农农村村路路”（重重要要农农村村公公路路）青青新新路路新新建建工工程程S3S3-1818 第第 1 1 页页 共共 1414 页页路基土石方数量计算表桩 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+0006.430.0020.00108.155.2、42527.06064.91010.89.39.39.322.775.7K0+0204.380.9320.00151.657.62537.96090.91015.29.39.39.335.7106.1K0+04010.770.0020.00266.4513.32566.660159.81026.679.9186.5K0+06015.870.0020.00387.0519.42596.860232.21038.73.23.23.2112.7270.9K0+08022.840.3220.00489.0524.425122.260293.41048.93.23.23.2143.3342.3K0+103、026.060.0020.00738.3536.925184.660443.01073.8221.5516.8K0+12047.770.0020.001274.5563.725318.660764.710127.4382.3892.1K0+14079.680.0020.001590.8579.525397.760954.510159.1477.21113.5K0+16079.400.0020.001508.7575.425377.260905.210150.9452.61056.1K0+18071.480.0020.001463.6573.225365.960878.210146.4439.14、1024.5K0+20074.890.0020.00986.8549.325246.760592.11098.70.10.10.1295.9690.7K0+22023.790.0114.00253.7512.72563.460152.21025.419.319.319.355.9177.6K0+23412.462.759.60135.256.82533.86081.11013.513.213.213.226.794.6K0+243.59815.710.0116.40432.5521.625108.160259.51043.30.10.10.1129.7302.8K0+26037.030.0025、0.001196.3559.825299.160717.810119.6358.9837.4K0+28082.600.0020.001682.7584.125420.7601009.610168.3504.81177.9K0+30085.670.0020.001948.7597.425487.2601169.210194.9584.61364.1K0+320109.200.0020.001916.0595.825479.0601149.610191.6574.81341.2K0+34082.400.0020.001096.4554.825274.160657.810109.6328.9767.6、4K0+36027.240.0020.00470.6523.525117.760282.41047.125.125.125.1114.8329.4K0+38019.832.5120.00380.8519.02595.260228.51038.125.125.125.187.8266.5K0+40018.250.0020.00386.0519.32596.560231.61038.6115.8270.2K0+42020.350.0020.00333.2516.72583.360199.91033.30.10.10.199.9233.2K0+44012.970.0120.00172.958.6257、43.260103.71017.30.40.40.451.5121.0K0+4604.320.0320.00239.7512.02559.960143.81024.00.30.30.371.6167.8K0+48019.650.0020.00196.559.82549.160117.91019.60.00.00.058.9137.5K0+5000.000.00小 计198069904951118831981109109109582713864累 计198069904951118831981109109109582713864土3339.8(2303m)石17925.1(2189m)弃方(到弃土8、坑K2+120)土4182.1(401m)(调至K0+760)编编制制：复复核核：永永川川区区20182018年年“四四好好农农村村路路”（重重要要农农村村公公路路）青青新新路路新新建建工工程程S3S3-1818 第第 2 2 页页 共共 1414 页页路基土石方数量计算表桩 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1234567891011121314151617181920219、22232425262728K0+5000.000.0020.0079.154.02519.86047.4107.923.755.3K0+5207.910.0020.00134.556.72533.66080.71013.41.21.21.239.194.1K0+5405.540.1220.00126.956.32531.76076.11012.728.828.828.87.888.8K0+5607.152.7620.00165.658.32541.46099.41016.627.627.627.620.7115.9K0+5809.420.0020.00650.8532.525162.760310、90.51065.1195.2455.5K0+60055.660.0020.001607.2580.425401.860964.310160.7482.21125.0K0+620105.060.0020.001412.8570.625353.260847.710141.3423.8988.9K0+64036.220.0020.00585.3529.325146.360351.21058.5175.6409.7K0+66022.320.0020.00406.3520.325101.660243.81040.60.40.40.4121.5284.4K0+68018.320.0420.00329.011、516.52582.360197.41032.91.71.71.797.0230.3K0+70014.580.1320.00242.8512.145109.350121.440.940.940.978.5121.4K0+7209.703.9620.00239.6512.045107.850119.8157.1102.754.4102.754.412.074.1K0+74014.2611.7520.00228.8511.445103.050114.4213.698.1115.598.1115.511.417.4K0+7608.629.6120.00101.855.14545.85050.942512、.6365.060.643.660.6321.45.1K0+7801.5632.9520.0015.650.8457.0507.8673.3664.09.36.79.3657.30.8K0+8000.0034.3815.0054550604.7604.7604.7K0+8150.0046.2415.001.550.1450.7500.7675.5674.60.90.60.9674.00.1K0+8300.2043.8320.0013.150.7455.9506.5979.8972.07.85.67.8966.40.7K0+8501.1154.1620.0036.651.84516.55018.13、3779.3757.621.815.721.8741.91.8K0+8702.5523.7820.00218.5510.94598.350109.2240.9110.9130.193.6130.117.210.9K0+89019.300.3220.00537.4526.945241.850268.73.23.23.2265.4268.7K0+91034.440.0020.00734.4536.715110.275550.8536.7146.9587.5K0+93039.010.0020.001030.2551.515154.575772.7551.5206.0824.2K0+95064.02014、.0020.001385.9569.315207.9751039.4569.3277.21108.7K0+97074.570.0015.001398.3569.915209.7751048.7569.9279.71118.6K0+985111.860.0015.001733.9586.715260.1751300.4586.7346.81387.1K1+000119.320.00小 计134166713053882886448534453400470400398332309356累 计3322116618004207122844496245624005794003983905723220土4115、82.1(401m)(从K0+200段调入)编编制制：复复核核：永永川川区区20182018年年“四四好好农农村村路路”（重重要要农农村村公公路路）青青新新路路新新建建工工程程S3S3-1818 第第 3 3 页页 共共 1414 页页路基土石方数量计算表桩 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12345678910111213141516171819202122232425216、62728K1+000119.320.0020.002227.15111.415334.1751670.35111.4445.41781.6K1+020103.390.0020.001743.0587.115261.4751307.2587.1348.61394.4K1+04070.910.0020.001200.5560.015180.175900.4560.0240.1960.4K1+06049.140.0020.00629.7531.51594.575472.3531.591.190.01.190.01.131.5502.8K1+08013.839.1120.00553.0527.71517、83.075414.8527.791.179.012.179.012.127.7432.3K1+10041.470.0020.00694.3534.715104.175520.7534.7138.9555.4K1+12027.960.0020.00296.0514.81544.475222.0514.8135.042.392.742.392.714.8158.9K1+1401.6413.5020.0031.751.63511.16019.0776.2753.622.610.622.6743.01.6K1+1601.5364.1220.0029.951.53510.56017.91745.91218、29.5516.410.021.31219.5495.11.5K1+1801.46110.4720.00337.0516.835117.960202.21199.2112.31086.9112.3240.7846.216.8K1+20032.249.4620.001056.0552.835369.660633.694.694.694.6323.1633.6K1+22073.360.0020.00775.6538.835271.560465.40.50.50.5309.8465.4K1+2404.200.0520.0042.152.13514.76025.3230.1200.030.114.0319、0.1186.02.1K1+2600.0122.9615.0055.352.83519.36033.2180.5141.039.518.439.5122.62.8K1+2757.361.1025.001034.8551.735362.260620.913.713.713.7399.5620.9K1+30075.420.0020.001108.0555.435387.860664.821.321.321.3420.8664.8K1+32035.382.1315.001095.1554.835383.360657.116.016.016.0421.2657.1K1+335110.640.0025.20、001823.4591.235638.2601094.05.65.65.6723.51094.0K1+36035.240.4520.00544.0527.235190.460326.446.746.746.7168.6326.4K1+38019.174.2220.00403.7520.235141.360242.273.873.873.884.0242.2K1+40021.203.1620.00403.4520.235141.260242.1262.7134.5128.2134.5128.220.2134.3K1+42019.1423.1220.00195.459.83568.460117.321、946.9807.3139.665.1139.6742.29.8K1+4400.4071.5810.007.250.4352.5604.3869.3864.15.22.45.2861.70.4K1+4501.05102.2820.00228.6511.41534.375171.5511.41022.8254.7768.132.7217.8222.0550.311.4K1+47021.820.0015.00616.8530.81592.575462.6530.8123.4493.4K1+48560.420.0020.00876.1543.815131.475657.1543.8175.2700.22、9K1+50527.190.00小 计1800790044901216445378234980284288395140971892446211819累 计51229256112494328763298127859542324314621351808018921352035039土2060.6(175m)石1126.7(77m)土324.0(30m)土1917.2(112m)石462.3(68m)土2362.3(1160m)石15632.2(1399m)弃方(到弃土坑K2+120)编编制制：复复核核：永永川川区区20182018年年“四四好好农农村村路路”（重重要要农农村村公公路路）青青新新路路23、新新建建工工程程S3S3-1818 第第 4 4 页页 共共 1414 页页路基土石方数量计算表桩 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+50527.190.0015.00308.4515.41546.375231.3515.44.04.04.057.5246.7K1+52013.24、930.5325.00289.9514.51543.575217.4514.5132.641.491.141.491.114.5155.4K1+5459.2610.0820.00256.0512.81538.475192.0512.8560.3289.9270.336.6243.8253.426.612.8K1+56516.3345.9520.00301.4515.11545.275226.0515.1654.143.1611.043.1287.0324.015.1K1+58513.8119.4617.00629.7531.51594.575472.3531.5186.990.097.090.25、097.031.5422.3K1+60260.282.5318.001796.5589.815269.5751347.4589.822.822.822.8335.41437.2K1+620139.330.0018.002613.75130.715392.1751960.35130.7522.72090.9K1+638151.080.0022.001875.6593.815281.3751406.7593.854.754.754.7317.71500.5K1+66019.434.9720.00346.5517.31552.075259.8517.3214.649.5165.149.5165.1126、7.3138.5K1+68015.2216.4914.00170.058.51525.54576.53559.5457.0295.0161.924.3161.9270.78.5K1+6949.0848.7914.00630.0531.51594.545283.535220.5341.690.0251.690.0251.631.5292.7K1+70880.920.0017.001794.6589.715269.245807.635628.1358.91435.7K1+725130.220.0015.00977.9548.915146.745440.135342.36664.8945.8571927、.0139.7931.3806.14787.648.9K1+7400.17888.6420.001.750.1150.3450.8350.618612.30.218612.10.21.618610.40.1K1+7600.00972.5922.00838.6541.915125.845377.435293.510698.51800.28898.3119.8798.61680.48099.741.9K1+78276.230.008.00624.5531.21593.745281.035218.6124.9499.6K1+79079.890.0026.001678.1583.915251.745728、55.135587.3335.61342.5K1+81649.200.0019.00737.2536.915110.645331.735258.044.444.444.4100.8589.7K1+83528.404.6725.00566.8528.31585.045255.135198.458.458.458.452.0453.5K1+86016.950.0020.00572.3528.61585.870400.61057.2114.5457.8K1+88040.280.0020.00794.4539.715119.270556.11079.4158.9635.5K1+90039.160.0029、20.00750.2537.515112.570525.11075.0150.0600.2K1+92035.860.0020.00399.7520.01560.070279.81040.018.018.018.061.0319.8K1+9404.111.8020.00309.4515.51546.470216.61030.918.018.018.043.0247.5K1+96026.830.0020.00580.7529.01587.170406.51058.10.00.00.0116.1464.6K1+98031.240.0020.00546.1527.31581.970382.21054.30、67.47.47.4101.4436.8K2+00023.370.74小 计2039010193058126893623387503873348778623029301131848317313767累 计716193581155524556569215153513415381202325438011090337401669248806土266.0(63m)石294.5(50m)土577.2(111m)石5589.4(115m)土284.3(42m)石8723.4(450m)(从K2+127段调入)土1764.4(176m)石10417.0(180m)编编制制：复复核核：永永川川区区20182031、18年年“四四好好农农村村路路”（重重要要农农村村公公路路）青青新新路路新新建建工工程程S3S3-1818 第第 5 5 页页 共共 1414 页页路基土石方数量计算表桩 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+00023.370.7420.00764.9538.215114.77032、535.51076.57.47.47.4145.2612.0K2+02053.130.0020.001352.2567.615202.870946.510135.2270.41081.7K2+04082.090.0020.001917.8595.915287.7701342.410191.8383.61534.2K2+060109.690.0011.001244.6562.215186.770871.210124.5248.9995.7K2+071116.600.0019.001111.5555.615166.770778.010111.11043.6158.8884.8158.8884.8533、5.6146.0K2+0900.40109.857.002.150.1150.3701.5100.21084.4488.9595.50.32.0488.6593.50.1K2+0970.20199.9823.00139.257.01520.97097.41013.92444.02311.4132.619.9132.62291.67.0K2+12011.9012.547.0075.453.81511.37052.8107.575.110.864.310.864.33.86.3K2+1279.638.9125.001315.0565.715197.270920.510131.5111.4111.434、111.4146.11052.0K2+15295.570.0018.001503.0575.215225.5701052.110150.3300.61202.4K2+17071.440.0020.001804.6590.215270.7701263.210180.5360.91443.7K2+190109.020.0020.002463.15123.215369.5701724.110246.3492.61970.4K2+210137.290.0020.002487.95124.415373.2701741.510248.8497.61990.3K2+230111.500.0020.0016035、0.7580.015240.1701120.510160.1320.11280.5K2+25048.570.0020.00844.5542.215126.770591.21084.5168.9675.6K2+27035.890.0020.001062.9553.115159.470744.010106.3212.6850.3K2+29070.400.0020.001146.3557.315171.970802.410114.60.00.00.0229.2917.0K2+31044.220.008.00344.9517.21551.770241.41034.51.91.91.967.0275.936、K2+31842.000.4822.00980.4549.015147.170686.31098.05.25.25.2190.6784.3K2+34047.130.0020.00733.5536.715110.070513.51073.4146.7586.8K2+36026.230.0015.00347.3517.41552.170243.11034.70.00.00.069.4277.8K2+37520.080.0020.00423.5521.21563.570296.51042.40.00.00.084.7338.8K2+39522.280.0020.00695.3534.815104.337、45312.935243.4139.1556.2K2+41547.260.0010.00482.3524.11572.345217.035168.896.5385.8K2+42549.200.0014.00516.5525.81577.545232.435180.852.752.752.748.0413.2K2+43924.597.5221.001133.1556.715170.045509.935396.679.179.179.1143.6906.5K2+46083.320.01小 计26492132539741783833564905322816774471084278059448292038、284累 计9811149061952663403102775644016643397972772546413871343332152169090石8723.4(450m)(调至K1+740)土2919.1(168m)石498.6(46m)土6100.3(827m)石27265.6(840m)弃方(到弃土坑K2+120)编编制制：复复核核：永永川川区区20182018年年“四四好好农农村村路路”（重重要要农农村村公公路路）青青新新路路新新建建工工程程S3S3-1818 第第 6 6 页页 共共 1414 页页路基土石方数量计算表桩 号横 断 面距离(m)挖 方 分 类 及 数 量 (m3)填 39、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+46083.320.0120.001299.5565.015194.945584.835454.80.10.10.1259.81039.6K2+48046.630.0022.00665.3533.31599.845299.435232.990.990.990.937.6532.2K2+50213.858.40、2613.00169.558.51525.44576.33559.3160.824.2136.624.2136.68.520.9K2+51512.2216.4815.00174.358.71526.14578.43561.0337.2171.2166.024.9166.0146.38.7K2+53011.0228.4920.00328.3516.41549.245147.735114.9284.946.9238.046.9238.016.462.7K2+55021.810.0020.001873.1593.715281.045842.935655.6374.61498.5K2+570165.541、00.0020.003420.95171.015513.1451539.4351197.3684.22736.7K2+590176.590.0025.004263.35213.215639.5451918.5351492.1852.73410.6K2+615164.480.0025.003544.65177.215531.7451595.1351240.6708.92835.7K2+640119.090.0020.002265.15113.315339.8451019.335792.8453.01812.1K2+660107.420.0020.002430.75121.515364.6451042、93.835850.8486.11944.6K2+680135.650.0025.002354.15117.715353.1451059.435823.9470.81883.3K2+70552.680.0020.001279.5564.015191.945575.835447.8255.91023.6K2+72575.270.0025.001592.1579.615238.845716.435557.2318.41273.7K2+75052.100.0010.00308.0515.41030.870215.61546.24.14.14.141.9261.8K2+7609.500.8320.0043、279.4514.01027.970195.51541.919.319.319.321.6237.4K2+78018.431.1120.00375.3518.81037.570262.71556.311.111.111.144.7319.0K2+80019.100.0025.00384.4519.21038.470269.01557.776.536.639.936.639.919.2293.2K2+82511.656.1225.00190.959.51019.170133.61528.6277.484.2193.118.2193.166.19.5K2+8503.6216.0725.00227.44、1511.41022.770158.91534.1500.5270.7229.821.6229.8249.111.4K2+87514.5423.9715.00225.4511.31022.570157.81533.8723.0495.0228.121.5228.1473.511.3K2+89015.5172.4412.00211.8510.61021.270148.31531.8740.1525.7214.420.2214.4505.610.6K2+90219.8050.9118.00331.6516.61033.270232.11549.7458.3122.8335.531.6335.59145、.216.6K2+92017.040.0120.002174.95108.710217.5701522.415326.20.10.10.1326.21848.6K2+940200.450.0025.005046.85252.310504.7703532.815757.0757.04289.8K2+965203.300.0025.004432.45221.610443.2703102.715664.9664.93767.6K2+990151.300.00小 计3984819925268214791110936841903178137117811532687031092累 计1379596898246、4794848812138660124185464157931437245154023433328391100181土153.6(38m)土1454.7(87m)(从K2+920段调入)土492.1(1199m)石6882.6(1213m)弃方(到弃土坑K2+120)编编制制：复复核核：永永川川区区20182018年年“四四好好农农村村路路”（重重要要农农村村公公路路）青青新新路路新新建建工工程程S3S3-1818 第第 7 7 页页 共共 1414 页页路基土石方数量计算表桩 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(m347、)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+990151.300.0010.00921.7546.11092.270645.215138.3138.3783.5K3+00033.050.0020.00583.4529.21058.370408.41587.50.20.20.287.3495.9K3+02025.290.0215.00389.7519.51039.070272.81558.43.83.848、3.854.5331.2K3+03526.670.4818.00480.8524.01048.170336.61572.16.26.26.265.6408.7K3+05326.760.2122.00708.8535.415106.345319.035248.12.32.32.3139.4567.0K3+07537.680.0025.001105.2555.315165.845497.335386.8221.0884.1K3+10050.730.0025.001599.7580.015240.045719.935559.9319.91279.8K3+12577.240.0020.001353.249、567.715203.045609.035473.6270.61082.6K3+14558.080.0020.00643.0532.11596.445289.335225.0325.091.9233.191.9233.132.1318.6K3+1656.2232.5015.00114.155.71517.14551.43539.9407.1298.4108.716.3108.7282.15.7K3+1809.0021.7925.00258.8512.91538.845116.53590.6766.8520.3246.537.0246.5483.412.9K3+20511.7139.5625.050、0235.3511.81535.345105.93582.4560.9336.7224.133.6224.1303.111.8K3+2307.125.3116.00763.3538.215114.545343.535267.242.542.542.5108.1610.7K3+24688.300.0024.002662.05133.115399.3451197.935931.7532.42129.6K3+270133.540.0015.002272.45113.615340.9451022.635795.3454.51817.9K3+285169.450.0015.002415.85120.8151、5362.4451087.135845.5483.21932.6K3+300152.650.0025.003265.05163.215489.7451469.2351142.7653.02612.0K3+325108.540.0025.002079.05104.015311.945935.635727.7415.81663.2K3+35057.780.0020.001161.2558.110116.170812.915174.2174.2987.0K3+37058.340.0020.001157.7557.910115.870810.415173.7173.7984.0K3+39057.43052、.0025.00895.0544.81089.570626.515134.3134.3760.8K3+41514.180.0015.00350.0517.51035.070245.01552.552.5297.5K3+43032.500.0020.00698.2534.91069.870488.715104.7104.7593.5K3+45037.320.0020.00698.8534.91069.970489.215104.8104.8594.0K3+47032.560.0023.001716.6585.810171.7701201.615257.5257.51459.1K3+493116.53、710.0010.00752.2537.615112.840300.940300.93.43.43.4146.8601.8K3+50333.730.69小 计2928114643939154028475211813068122378121069515523195累 计1672408362287331002832986162242198514239133808058164713433333546123376土1454.7(87m)(调至K2+825)土1122.0(78m)土9316.0(463m)石62008.9(448m)弃方(到弃土坑K3+820)编编制制：复复核核：永永川川区区2018254、018年年“四四好好农农村村路路”（重重要要农农村村公公路路）青青新新路路新新建建工工程程S3S3-1818 第第 8 8 页页 共共 1414 页页路基土石方数量计算表桩 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+50333.730.6917.001150.6557.515172.655、40460.340460.35.85.85.8224.0920.5K3+520101.640.0020.003722.55186.115558.4401489.0401489.0744.52978.0K3+540270.610.0020.009085.85454.3151362.9403634.3403634.31817.27268.6K3+560637.970.0010.004778.65238.915716.8401911.4401911.4955.73822.9K3+570317.750.0020.003321.95166.115498.3401328.8401328.8252.625256、.6252.6399.22657.5K3+59014.4425.2610.0074.053.71511.14029.64029.6677.210.6666.710.670.5596.23.7K3+6000.36110.1925.008.250.4151.2403.3403.32565.41779.5785.91.27.81778.4778.10.4K3+6250.2995.0425.00249.0512.41537.34099.64099.61712.01474.8237.135.6237.11439.312.4K3+65019.6341.9220.001011.5550.615151.74057、404.640404.6432.9144.5288.4144.5288.450.6566.9K3+67081.521.3820.001270.3563.515190.540508.140508.113.813.813.8239.61016.2K3+69045.510.0017.001494.1574.715224.140597.640597.6298.81195.3K3+707130.270.0013.001480.3574.015222.040592.140592.1296.11184.2K3+72097.470.0020.002570.95128.515385.6401028.34010258、8.3514.22056.7K3+740159.620.0020.005072.75253.615760.9402029.1402029.11014.54058.1K3+760347.650.0020.005585.05279.215837.7402234.0402234.01117.04468.0K3+780210.840.0020.003537.25176.915530.6401414.9401414.9707.42829.8K3+800142.880.0017.001611.9580.615241.840644.840644.80.40.40.4322.01289.5K3+81746.759、60.0415.00402.6520.11560.440161.040161.0416.557.5358.957.5358.920.120.6K3+8326.9255.4910.00183.059.21527.54073.24073.2282.7108.4174.326.1174.382.29.2K3+84229.681.0518.001745.1587.315261.840698.040698.09.49.49.4339.11396.0K3+860164.210.0023.007893.25394.7151184.0403157.3403157.31578.66314.6K3+883522.60、160.0023.006006.85300.315901.0402402.7402402.7902.1858.144.0858.144.0300.34768.5K3+9060.1778.4515.00149.157.52537.35582.01522.4664.5540.2124.235.5124.2504.77.5K3+92119.7010.1522.00220.3511.02555.155121.21533.02759.32575.7183.652.5183.62523.311.0K3+9430.33240.7013.0057.552.92514.45531.6158.61667.816161、9.947.913.747.91606.32.9K3+9568.5115.8914.001404.9570.225351.255772.715210.7111.2111.2111.2304.7983.4K3+970192.190.00小 计64087320497962590925177124739562291116281537793413741129149795累 计23132711566385301261935503874716294144530250099594244053570844837173171土3378.5(130m)石1154.4(65m)土86.3(14m)土1665.4(162、48m)石7009.7(147m)弃方(到弃土坑K3+820)土4866.0(77m)(从K3+956段调入)土1327.8(726m)石17101.5(718m)弃方(到弃土坑K4+380)编编制制：复复核核：永永川川区区20182018年年“四四好好农农村村路路”（重重要要农农村村公公路路）青青新新路路新新建建工工程程S3S3-1818 第第 9 9 页页 共共 1414 页页路基土石方数量计算表桩 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63、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+970192.190.0015.003939.95197.025985.0552166.915591.01182.02757.9K3+985333.130.0015.004853.15242.7251213.3552669.215728.01455.93397.2K4+000313.950.0020.004677.15233.9251169.3552572.415701.61403.13273.9K4+020153.750.001564、.001742.3587.125435.655958.315261.3522.71219.6K4+03578.560.0015.00783.0539.225195.855430.715117.541.641.641.6191.2548.1K4+05025.855.5515.00257.0512.92564.355141.41538.6230.961.2169.761.2169.712.937.4K4+0658.4225.2315.00464.6523.225116.155255.51569.7191.8110.681.1110.681.123.2257.0K4+08053.520.3420.065、0940.9547.025235.255517.515141.13.53.53.5278.6658.6K4+10040.570.0120.001197.6559.925299.455658.715179.60.10.10.1359.1838.3K4+12079.190.0020.002127.55106.425531.9551170.115319.1638.21489.2K4+140133.560.0020.002006.05100.325501.5551103.315300.90.10.10.1601.71404.2K4+16067.040.0115.00626.7531.325156.7566、5344.71594.082.882.882.8101.0438.7K4+17516.5211.0320.00422.8521.125105.755232.51563.4164.8100.764.2100.764.221.1242.0K4+19525.765.4520.00669.5533.525167.455368.215100.454.854.854.8143.3468.7K4+21541.200.039.00321.5516.12580.455176.81548.236.736.736.758.0225.1K4+22430.258.1216.00603.1530.225150.8553367、1.71590.565.065.065.0112.7422.2K4+24045.140.0014.00407.8520.425101.955224.31561.23.43.43.4118.7285.4K4+25413.120.4916.001132.3556.625283.155622.815169.83.93.93.9335.6792.6K4+270128.420.0020.003360.35168.025840.1551848.115504.01008.12352.2K4+290207.610.0020.002789.05139.425697.2551533.915418.3836.71968、52.3K4+31071.290.0020.001064.5553.225266.155585.515159.78.48.48.4310.6745.2K4+33035.160.8420.00439.4522.025109.955241.71565.9107.3104.62.7104.62.722.0305.3K4+3508.789.8914.0098.954.92524.75554.41514.8460.1377.782.423.582.4354.24.9K4+3645.3455.8316.0059.953.02515.05533.0159.0484.8434.949.914.349.942069、.63.0K4+3802.154.7725.00720.7536.025180.255396.415108.159.659.659.6153.6504.5K4+40555.510.0015.00851.9542.625213.055468.615127.8255.6596.3K4+42058.080.00小 计3655718289139201065484200015504507754507751015325212累 计267884133944766914629960522767153096345752578410044251803570854990198383土4866.0(77m)(调至K370、+906)土182.2(598m)石2339.4(596m)弃方(到弃土坑K4+380)土2992.9(465m)石8120.3(470m)弃方(到弃土坑K4+380)土813.5(59m)编编制制：复复核核：永永川川区区20182018年年“四四好好农农村村路路”（重重要要农农村村公公路路）青青新新路路新新建建工工程程S3S3-1818 第第 1010 页页 共共 1414 页页路基土石方数量计算表桩 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71、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12345678910111213141516171819202122232425262728K4+42058.080.0020.001330.8566.525332.755731.915199.6399.2931.5K4+44074.990.0020.001749.3587.525437.355962.115262.4524.81224.5K4+46099.940.0020.002357.15117.925589.3551296.415353.6707.11649.9K4+480135.770.0020.002465.1512372、.325616.3551355.815369.8739.51725.6K4+500110.740.0020.002809.35140.525702.3551545.115421.4842.81966.5K4+520170.190.0020.003556.95177.825889.2551956.315533.51067.12489.9K4+540185.500.0012.002777.65138.925694.4551527.715416.6833.31944.3K4+552277.420.0018.003656.85182.825914.2552011.315548.51097.02559.73、8K4+570128.890.0020.001519.1576.025379.855835.515227.9175.5175.5175.5271.41063.3K4+59023.0117.5520.00430.5521.525107.655236.81564.6290.5102.5188.0102.5188.021.5143.5K4+61020.0411.5020.00288.3514.42572.155158.61543.2157.968.689.268.689.214.4126.9K4+6308.794.298.0096.454.82524.15553.01514.529.922.96.974、22.96.94.861.6K4+63815.303.1922.001156.3557.825289.155636.015173.435.035.035.0310.1809.4K4+66089.810.0020.001925.4596.325481.3551059.015288.8577.61347.8K4+680102.720.0020.001584.3579.225396.155871.315237.6475.31109.0K4+70055.700.0020.001368.1568.425342.055752.415205.2410.4957.6K4+72081.100.0020.001175、37.5556.925284.455625.615170.60.70.70.7340.5796.2K4+74032.650.0720.00565.2528.325141.355310.91584.81.51.51.5168.0395.7K4+76023.880.0820.00685.1534.325171.355376.815102.830.530.530.5173.5479.6K4+78044.632.9720.00962.4548.125240.655529.315144.429.729.729.7257.5673.7K4+80051.610.0020.001181.3559.11517776、.270826.910118.1236.3945.1K4+82066.530.0020.001053.9552.715158.170737.710105.4210.8843.1K4+84038.860.0020.00788.7539.415118.370552.11078.9157.7630.9K4+86040.000.0020.00556.0527.81583.470389.21055.65.05.05.0106.0444.8K4+88015.600.5020.00259.5513.01538.970181.61025.9271.737.1234.637.1234.613.010.5K4+977、0010.3526.6810.0095.054.81514.37066.5109.5343.5253.090.513.690.5239.44.8K4+9108.6642.02小 计36356181886952058652571371762609523609239996425331累 计304239152125636416688565778780873172546361630610654254193570864955223714土762.6(1552m)(调至K6+080)土2881.5(1789m)石6520.3(1594m)(调至K6+250)土4019.5(975m)(调至K5+580)编78、编制制：复复核核：永永川川区区20182018年年“四四好好农农村村路路”（重重要要农农村村公公路路）青青新新路路新新建建工工程程S3S3-1818 第第 1111 页页 共共 1414 页页路基土石方数量计算表桩 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12345678910111213141516171819202122232425262728K4+9108.6642.021079、.0085.254.31512.87059.7108.5426.3345.281.212.281.2333.04.3K4+9208.3943.2523.00405.7520.31560.870284.01040.6558.0171.7386.358.0386.320.3K4+94326.895.2817.00424.1521.21563.670296.91042.4100.660.640.060.640.021.2305.6K4+96023.016.5613.00213.7510.71532.170149.61021.4140.830.5110.330.5110.310.778.4K4+97380、9.8715.1013.00375.3518.81556.370262.71037.5101.653.648.053.648.018.8260.0K4+98647.870.5314.00759.7538.015114.070531.81076.05.35.35.3146.4607.8K5+00060.660.2323.001370.6568.515205.670959.410137.14.64.64.6269.21096.5K5+02358.520.1722.00937.6546.915140.670656.31093.882.882.882.8100.6750.1K5+04526.727.381、511.00200.4510.01530.170140.31020.0179.228.6150.628.6150.610.033.8K5+0569.7225.2324.00648.6532.41597.370454.01064.9327.392.7234.692.7234.632.4321.7K5+08044.332.0513.00800.6540.015120.170560.41080.113.313.313.3146.1640.5K5+09378.840.0020.001649.2582.515247.4701154.510164.90.00.00.0329.81319.4K5+1138682、.080.0017.001437.8571.915215.7701006.410143.80.00.00.0287.51150.2K5+13083.070.0020.001175.2558.815176.370822.610117.56.26.26.2228.5940.2K5+15034.450.6220.00464.5523.21569.770325.11046.478.866.412.466.412.423.2361.1K5+17012.007.2520.00122.756.11518.47085.91012.31066.1380.6685.517.5116.9363.1568.66.1K83、5+1900.2899.3620.004.550.2150.7703.1100.42485.00.62484.40.64.32480.10.2K5+2100.17149.1520.00493.5524.71574.070345.51049.41523.095.31427.670.5470.024.8957.624.7K5+23049.183.1520.00652.1532.61597.870456.51065.268.468.468.458.7521.7K5+25016.033.6910.00141.857.11521.37099.21014.265.220.345.020.345.07.1784、5.6K5+26012.329.3620.00307.5515.41546.170215.31030.8166.543.9122.643.9122.615.4143.0K5+28018.437.3020.00348.6517.41552.370244.01034.9125.149.875.349.875.317.4215.6K5+30016.435.2120.00210.6510.51531.670147.41021.1109.430.179.330.179.310.5101.9K5+3204.645.7320.00154.657.71523.270108.21015.5207.222.11885、5.122.1147.337.87.7K5+34010.8214.9920.00115.555.81517.37080.91011.6928.316.5911.816.5110.0801.75.8K5+3600.7377.8320.0016.250.8152.47011.3101.61311.82.31309.52.315.41294.00.8K5+3800.8953.35小 计1351667620279461135210081169183898572249721614018048923累 计31775515888583921763466713088168334175475171631290386、261404184866758232637土720.4(139m)石2454.8(548m)(调至K5+465)石3103.0(292m)土381.3(50m)石2307.4(61m)土26.1(20m)石1057.9(47m)土4125.9(663m)石22913.9(442m)弃方(到弃土坑K4+380)编编制制：复复核核：永永川川区区20182018年年“四四好好农农村村路路”（重重要要农农村村公公路路）青青新新路路新新建建工工程程S3S3-1818 第第 1212 页页 共共 1414 页页路基土石方数量计算表桩 号横 断 面距离(m)挖 方 分 类 及 数 量 (m3)填 方 数 量87、(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12345678910111213141516171819202122232425262728K5+3800.8953.3520.0011.850.6151.8708.2101.21722.21.71720.51.711.21709.20.6K5+4000.28118.8720.00108.155.41516.27075.61010.81482.984.11398.815.4102.91295.95.4K5+4288、010.5229.4220.00728.4536.415109.370509.91072.8294.2104.1190.1104.1190.136.4423.1K5+44062.320.0025.00988.1549.415148.270691.61098.872.572.572.5121.5790.5K5+46516.725.8025.00212.6510.61531.970148.81021.3282.630.4252.230.4202.449.810.6K5+4900.2816.8110.007.050.3151.0704.9100.7187.01.0186.01.06.6179.30.89、3K5+5001.1120.5920.0022.951.1153.47016.0102.3597.83.3594.63.321.8572.71.1K5+5201.1839.2020.0035.551.86523.13010.7623.622.0601.622.012.7588.91.8K5+5402.3723.1620.0035.351.86522.93010.6515.021.9493.221.912.6480.61.8K5+5601.1628.3420.0033.851.76522.03010.1686.520.9665.620.912.1653.61.7K5+5802.2240.312090、.0041.752.16527.13012.5611.2198.8412.425.814.9173.0397.52.1K5+6001.9520.8020.0039.652.06525.73011.9608.3594.114.124.514.1569.72.0K5+6202.0040.0214.9726.851.36517.4308.0640.4630.99.616.69.6614.31.3K5+6601.5745.5220.0037.951.96524.63011.4809.4795.913.523.513.5772.41.9K5+6802.2235.4220.0044.452.26528.991、3013.3546.3530.415.927.515.9503.02.2K5+7002.2219.2120.0047.052.46530.63014.1468.0451.216.829.116.8422.12.4K5+7202.4827.5920.0047.052.46530.63014.1941.2802.8138.429.116.8773.7121.62.4K5+7402.2266.5320.0044.452.26528.93013.31462.5204.31258.227.515.9176.81242.32.2K5+7602.2279.7220.0042.252.16527.43012.92、71377.91362.815.126.115.11336.72.1K5+7802.0058.0720.0061.353.16539.83018.4645.8623.921.937.921.9585.93.1K5+8004.136.5120.00258.1512.965167.83077.465.165.165.1112.477.4K5+82021.690.0020.00420.2521.065273.130126.135.835.835.8256.5126.1K5+84020.333.5810.00373.7518.765242.930112.117.917.917.9242.8112.1K93、5+85054.410.0020.00654.0532.765425.130196.25.85.85.8451.7196.2K5+87010.990.5820.00184.159.265119.73055.25.95.95.9122.755.2K5+8907.430.0220.00204.1510.265132.63061.20.20.20.2142.761.2K5+91012.980.00小 计47102352022224420814706668780186917275928729115321842累 计3224651612360414178590673381028734010462769794、85413630320684913968290234479土4019.5(975m)(从K4+540段调入)石2454.8(548m)(从K4+943段调入)土72.1(43m)石1213.5(37m)土2204.4(141m)石1145.7(167m)(从K5+800段调入)编编制制：复复核核：永永川川区区20182018年年“四四好好农农村村路路”（重重要要农农村村公公路路）青青新新路路新新建建工工程程S3S3-1818 第第 1313 页页 共共 1414 页页路基土石方数量计算表桩 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 95、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12345678910111213141516171819202122232425262728K5+91012.980.0020.00267.4513.465173.83080.2187.280.2K5+93013.760.0020.00177.858.965115.63053.30.40.40.4124.053.3K5+9504.020.0420.00205.3510.365133.53061.624.724.724.7117.861.6K596、+97016.512.4315.00172.558.665112.13051.842.742.742.776.051.8K5+9856.493.2615.00104.555.26567.93031.426.426.426.445.531.4K6+0007.450.2620.00166.058.365107.93049.82.62.62.6113.449.8K6+0209.150.0020.00216.5510.865140.83065.018.718.718.7132.065.0K6+04012.501.8720.00233.2511.765151.63069.918.718.718.714397、.669.9K6+06010.820.0020.00181.759.165118.13054.50.10.10.1127.154.5K6+0807.360.0120.0086.954.36556.53026.1126.195.131.053.831.041.34.3K6+1001.3312.6023.0028.151.46518.3308.4434.4424.310.017.410.0407.01.4K6+1231.1125.1717.0037.151.96524.13011.1294.4281.213.223.013.2258.21.9K6+1403.259.4720.0080.154.0698、552.03024.098.069.428.649.628.619.84.0K6+1604.750.3320.00173.958.765113.13052.23.33.33.3118.352.2K6+18012.640.0025.00242.5512.165157.63072.718.618.618.6150.272.7K6+2056.761.4920.0078.653.96551.13023.665.648.617.048.617.03.99.3K6+2251.105.0725.0061.153.16539.73018.367.745.921.837.821.88.13.1K6+2503.799、90.3425.0061.253.16539.83018.4474.6293.0181.637.921.9255.1159.83.1K6+2751.1137.6225.0027.851.46518.0308.3969.1959.29.917.29.9942.01.4K6+3001.1139.9125.0027.851.46518.0308.31015.11005.29.917.29.9988.01.4K6+3251.1141.3020.0022.251.16514.4306.71048.9800.6248.213.77.9786.9240.31.1K6+3451.1163.5920.0022.100、251.16514.4306.71239.613.71225.813.77.91217.91.1K6+3651.1160.3720.0022.251.16514.4306.71325.013.71311.313.77.91303.41.1K6+3851.1172.1420.0022.251.16514.4306.71481.413.71467.713.77.91459.71.1K6+4051.1176.0120.0022.251.16514.4306.71498.513.71484.813.77.91476.81.1K6+4251.1173.8520.0022.251.16514.4306.7101、1236.113.71222.313.77.91214.41.1K6+4451.1149.76小 计276313817968291153142477283541211370670721366652累 计3252281626162210179419673381144044435270052839513841357745621269656235131土762.6(1552m)(从K4+520段调入)土2881.5(1789m)石6520.3(1594m)(从K4+440段调入)土2204.4(141m)石1145.7(167m)(调至K5+720)土247.7(79m)石134.2(77m)编编制102、制：复复核核：永永川川区区20182018年年“四四好好农农村村路路”（重重要要农农村村公公路路）青青新新路路新新建建工工程程S3S3-1818 第第 1414 页页 共共 1414 页页路基土石方数量计算表桩 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12345678910111213141516171819202122232425262728K6+4451.1149.7620.0022.251.16514.4306.7761.613.7747.913.77.9739.91.1K6+4651.1126.4011.0036.451.86523.63010.9145.222.5122.722.513.0109.71.8K6+4765.510.01小 计59338189073687136218503累 计3252861626462248179437673381153114438870923843113862357745706169659235131 编编制制：复复核核：