路基每公里土石方数量计算表(可编辑)

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1、路基每公里土石方数量计算表（可编辑）路基每公里土石方数量计算表路基每公里土石方数量计算表适中至三层岭战备公路工程第1页共18页S1-4-10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m3?Km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1 2 3 45 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2324 25 26 27 28 29 30 31 32 33

2、34 35 K59+465.746 3.90.3K59+480 4.8 0.320.0 108.2 40 43.3 60 64.92.6 2.6 2.6 105.6K59+500 6.0 0.020.0 115.3 40 46.1 60 69.20.2 0.2 0.2 115.2K59+520 5.5 0.020.0 166.5 40 66.6 6099.9 0.1 0.1 0.1 166.4K59+540 11.220.0 249.540 99.8 60 149.7249.5 K59+560 13.820.0 308.0 40 123.2 60 184.8308.0K59+580 17.02

3、0.0 289.7 40 115.9 60 173.8289.7K59+600 12.010.9 88.8 40 35.5 60 53.34.9 4.9 4.9 83.9K59+610.941 4.3 0.960 23.0 338.5 338.5 38.3300.2 K59+620 4.273.810.0 76.2 40 30.5 60 45.7993.7 993.7 76.2 917.5K59+630 11.0 124.910.0 80.2 40 32.1 60 48.11183.5 1183.5 80.2 1103.4K59+640 5.0 111.810.094.1 40 37.7 60

4、 56.5 1015.21015.2 94.1 921.0K59+650 13.8 91.210.0 142.2 40 56.9 60 85.3787.0 787.0 142.2 644.8K59+660 14.6 66.210.0 106.240 42.5 60 63.7 466.9 466.9106.2 360.8K59+670 6.6 27.210.0 33.1 40 13.2 60 19.9182.5 182.5 33.1 149.4K59+680 9.3103.5 103.5 103.5K59+690 11.410.0 4060 119.4 119.4 119.4K59+700 12

5、.510.04.6 40 1.9 60 2.8 108.5 108.54.6 103.8 K59+7100.9 9.27.1 29.9 40 12.0 60 17.932.9 32.9 29.9 3.1K59+717.140 7.4大、中桥梁 K59+822.180 7.417.8 565.5 40 226.2 60 339.3107.3 107.3 107.3458.2 K59+840 56.0 12.02558.3 1023.3 1535.0 5450.55450.5 723.6 4726.9 1834.7小计编制：复核：审核：路基每公里土石方数量计算表适中至三层岭战备公路工程第2页共18

6、页S1-4-10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m3?Km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1 2 3 45 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2324 25 26 27 28 29 30 31 32 33 34 35 K59+840 56.012.020.0 1527.7 34 519.4 51 779.1 5 68.7 11

7、160.4120.4 120.4 120.4 1178.1 229.1K59+860 96.720.0 2682.6 34 912.1 511368.1 5 120.7 11 281.72280.2 402.4 K59+880 171.5 20.0 3105.5 34 1055.9 51 1583.8 5 139.7 11 326.12.5 2.5 2.5 2637.2 465.8 K59+900 139.0 0.210.0 1285.2 34 437.0 51 655.45 57.8 11 134.9 2.0 2.0 2.0 1090.3 192.8 K59+910 118.0 0.2 10

8、.0 803.7 34273.3 51 409.9 5 36.2 11 84.4 15.1 15.115.1 668.1 120.6 K59+920 42.8 2.910.0 213.8 34 72.7 51 109.0 59.6 11 22.4 281.9 281.9 181.7 100.232.1 K59+930 53.5 10.034 51 5 11 1656.4 1656.41656.4 K59+940277.8 10.0 34 51 5 11 3109.83109.8 3109.8 K59+950 344.2 10.0 34 51 5 113971.8 3971.8 3971.811

9、 5363.1 5363.1 5363.1K59+970 622.510.0 34 515 11 6186.8 6186.8 6186.8K59+980 614.910.0 3451 5 11 6242.0 6242.0 6242.0K59+990 633.510.034 51 5 11 5685.5 5685.55685.5 K60+000503.69618.4 3270.3 4905.4432.8 1009.9 32637.4 32637.4 321.832315.6 7853.9 1442.8 小计编制：复核：审核：路基每公里土石方数量计算表适中至三层岭战备公路工程第3页共18页S1-4

10、-10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m3?Km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1 2 3 45 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2324 25 26 27 28 29 30 31 32 33 34 35 K60+000 503.610.0 34 51 5 11 5093.9 5093.95093.9K60+010 515.2

11、10.0 25.8 34 8.8 51 13.2 5 1.2 112.7 4706.0 4706.0 21.9 4684.1 3.9K60+020 5.2 426.02.0 5.3 34 1.8 51 2.75 0.2 11 0.6 965.0 965.0 4.5 960.5 0.8K60+022.041 519.68.0 84.9 3428.9 51 43.3 5 3.8 11 8.9 3575.3 3575.310.0 149.6 34 50.9 51 76.3 56.7 11 15.7 2599.7 2599.7 127.2 2472.522.4 K60+040 8.6 141.110.

12、01210.2 34 411.5 51 617.2 5 54.5 11 127.1723.7 723.7 723.7 305.0 181.5K60+050 233.4 3.610.0 2105.4 34 715.8 51 1073.85 94.7 11 221.1 18.2 18.2 18.21771.4 315.8 K60+060 187.620.0 8366.0 24 2007.8 36 3011.8 12 1003.9 28 2342.55019.6 3346.4K60+080 649.020.0 12176.9 24 2922.5 36 4383.712 1461.2 28 3409.

13、5 7306.14870.8 K60+100 568.720.07196.5 40 2878.6 60 4317.9 30 2158.9 70 5037.57196.5 7196.5K60+120 150.920.0 1509.2 40 603.7 60 905.5 30452.8 70 1056.4 814.2 814.2 814.2 695.01509.2 K60+140 81.420.0 40 60 30 70 5572.1 5572.15572.1 K60+160475.819.2 40 60 30 70 6494.16494.1 6494.1K60+179.238 199.320.8

14、 147.5 40 59.0 60 88.5 3044.3 70 103.3 2135.0 2135.0 147.5 1987.5147.5 K60+200 14.2 6.319.22524.1 40 1009.7 60 1514.5 30 757.2 70 1766.960.9 60.9 60.9 2463.3 2524.1K60+219.239 248.220.8 9312.6 24 2235.0 363352.5 12 1117.5 28 2607.55587.6 3725.0 K60+240 648.920.0 12692.8 24 3046.3 36 4569.4 12 1523.1

15、 28 3554.07615.7 5077.1K60+260 620.320.0 9062.1 32 2899.9 48 4349.86 543.7 14 1268.7 7249.71812.4 K60+280 285.94400.5 20 880.1 30 1320.1 15 660.1 35 1540.22200.2 2200.2K60+300 154.220.0 3045.7 20 609.1 30 913.7 15456.8 35 1066.0 1522.8 1522.8K60+320 150.419.9 4840.2 20968.0 30 1452.1 15 726.0 35 169

16、4.12420.1 2420.1K60+339.943 335.078855.3 21337.3 32005.911066.8 25822.6 32758.0 32758.01990.2 30767.8 51353.0 36889.4小计编制：复核：审核：路基每公里土石方数量计算表适中至三层岭战备公路工程第4页共18页S1-4-10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m3?Km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

17、石土石土石土石土石1 2 3 45 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2324 25 26 27 28 29 30 31 32 33 34 35 K60+339.943 335.019.7 6797.8 20 1359.6 30 2039.3 15 1019.7 35 2379.23398.9 3398.9K60+359.676 354.019.3 6908.6 20 1381.7 30 2072.615 1036.3 35 2418.0 3454.33454.3 K60+378.955 362.718.96857.6 20 1371

18、.5 30 2057.3 15 1028.6 35 2400.23428.8 3428.8K60+397.865 362.618.6 4792.3 20 958.5 30 1437.7 15718.9 35 1677.3 2396.2 2396.2K60+416.451 153.118.3 1766.8 20353.4 30 530.0 15 265.0 35 618.4 48.6 48.648.6 834.8 883.4K60+434.770 39.8 5.318.1 1239.4 20 247.9 30 371.8 15185.9 35 433.8 48.1 48.1 48.1 571.6

19、619.7 K60+452.891 97.018.52067.2 20 413.4 30 620.1 15 310.1 35 723.51033.6 1033.6K60+471.406 126.319.8 2951.6 20 590.3 30 885.5 15442.7 35 1033.1 1475.8 1475.8 K60+491.183 172.219.0 2860.7 20572.1 30 858.2 15 429.1 35 1001.21430.4 1430.4K60+510.183 128.9 19.0 2128.2 20 425.6 30 638.5 15319.2 35 744.

20、9 1064.1 1064.1 K60+529.183 95.118.1 1294.2 20258.8 30 388.3 15 194.1 35 453.0 5.5 5.5K60+547.251 48.1 0.618.6 672.3 20 134.5 30 201.7 15100.9 35 235.3 26.5 26.5 26.5 309.6336.2 K60+565.821 24.3 2.318.9697.6 20 139.5 30 209.3 15 104.6 35 244.123.3 23.3 23.3 325.5 348.8K60+584.740 49.5 0.219.3 2006.4

21、 20 401.3 30601.9 15 301.0 35 702.2 2.0 2.0 2.01001.2 1003.2 K60+604.072 158.119.7 3191.6 20 638.3 30 957.5 15 478.7 35 1117.11595.8 1595.8K60+623.785 165.719.9 3269.1 20 653.8 30 980.715 490.4 35 1144.2 1634.61634.6 K60+643.724 162.220.02651.9 20 530.4 30 795.6 15 397.8 35 928.21325.9 1325.9K60+663

22、.710 103.220.0 1693.6 20 338.7 30 508.1 15254.0 35 592.8 846.8 846.8K60+683.710 66.25.2 264.3 2052.9 30 79.3 15 39.6 35 92.5 1.6 1.61.6 130.5 132.1K60+688.894 35.8 0.614.8 264.9 20 53.0 30 79.5 1539.7 35 92.7 352.7 352.7 132.5 220.3132.5 K60+703.710 47.020.020 30 15 35 866.9 866.9866.9 K60+723.71039

23、.754376.2 10875.2 16312.9 8156.419031.7 1375.3 1375.3 288.1 1087.226899.9 27188.1 小计编制：复核：审核：路基每公里土石方数量计算表适中至三层岭战备公路工程第5页共18页S1-4-10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m3?Km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1 2 3 45 6 7 8 9 10 11 12

24、13 14 15 16 17 18 19 20 21 22 2324 25 26 27 28 29 30 31 32 33 34 35 K60+723.71039.75.2 20 30 15 35 198.5 198.5198.5K60+728.894 36.914.8 20 30 15 35693.1 693.1 693.1K60+743.710 56.720.0 20 3015 35 1265.9 1265.9 1265.9K60+763.710 69.930 15 35 1366.1 1366.1 1366.1K60+783.710 66.720.0 20 30 15 35 1427.8

25、 1427.81427.8K60+820 76.120.0 20 30 15 351420.9 1420.9 1420.9K60+840 66.020.0 20 30 1535 1316.0 1316.0 1316.0K60+860 65.620.0 20 3015 35 1283.3 1283.3 1283.3K60+880 62.820.0 2030 15 35 1483.4 1483.4 1483.4K60+900 85.620.020 30 15 35 1798.3 1798.31798.3 K60+92094.320.0 20 30 15 35 1897.01897.0 1897.0

26、K60+940 95.41728.7 1728.7 1728.7K60+960 77.420.0 20 30 1535 1742.7 1742.7 1742.7K60+980 96.820.0 120.9 20 24.2 3036.3 15 18.1 35 42.3 1887.3 1887.3 60.51826.9 60.5 K61+00012.1 91.9120.9 24.236.3 18.1 42.3 19508.8 19508.860.5 19448.4 60.5小计编制：复核：审核：路基每公里土石方数量计算表适中至三层岭战备公路工程第6页共18页S1-4-10桩号横断面积m2距离m挖方

27、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m3?Km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1 2 3 45 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2324 25 26 27 28 29 30 31 32 33 34 35 K61+000 12.191.910.4 92.0 20 18.4 30 27.6 15 13.8 35 32.2977.7 977.7 46.0 931

28、.7 46.0K61+010.375 5.6 96.69.6 51.5 20 10.3 3015.5 15 7.7 35 18.0 963.0 963.0 25.8937.3 25.8 K61+0205.1 103.520.0 110.4 20 22.1 30 33.1 15 16.6 3538.6 2255.6 2255.6 55.2 2200.4 55.2K61+040 6.0 122.05.4 31.3 20 6.3 309.4 15 4.7 35 11.0 675.0 675.0 15.7659.3 15.7 K61+045.3765.7 129.114.6 95.5 20 19.1

29、30 28.6 15 14.3 3533.4 1950.3 1950.3 47.7 1902.6 47.7K61+060 7.4 137.610.3 77.0 2015.4 30 23.1 15 11.5 35 26.9 1464.5 1464.538.5 1426.0 38.5K61+070.272 7.6 147.59.7 80.2 20 16.0 30 24.1 1512.0 35 28.1 1548.5 1548.5 40.1 1508.440.1 K61+080 8.9 170.920.0180.6 20 36.1 30 54.2 15 27.1 35 63.23561.3 3561

30、.3 90.3 3471.0 90.3K61+100 9.2 185.320.0 179.3 20 35.9 30 53.815 26.9 35 62.7 2997.5 2997.5 89.62907.9 89.6 K61+1208.8 114.520.3 216.0 20 43.2 30 64.8 15 32.4 3575.6 2088.0 2088.0 108.0 1980.0 108.0K61+140.272 12.6 91.519.7 169.820 34.0 30 50.9 15 25.5 35 59.4 1743.41743.4 84.9 1658.5 84.9K61+160 4.

31、7 85.220.0 66.1 20 13.2 30 19.815 9.9 35 23.1 1430.1 1430.1 33.1 1397.033.1 K61+180 2.0 57.820.043.2 20 8.6 30 13.0 15 6.5 35 15.1 1071.41071.4 21.6 1049.8 21.6K61+200 2.4 49.320.0 23.6 20 4.7 30 7.1 153.5 35 8.3 780.9 780.9 11.8 769.1 11.8K61+220 28.710.4 2030 15 35 253.9 253.9 253.9K61+230.370 20.

32、29.6 20 30 15 35 162.5 162.5162.5 K61+24013.520.0 5.7 20 1.1 30 1.7 15 0.8 35 2.0 154.2154.2 2.8 151.4 2.8K61+260 0.6 1.920.0 42.8 20 8.6 30 12.8 15 6.4 3515.0 22.1 22.1 21.4 0.7 21.4K61+280 3.7 0.320.8 110.2 20 22.0 3033.1 15 16.5 35 38.6 4.1 4.1 4.151.0 55.1 K61+300.820 6.90.119.2 153.5 20 30.7 30

33、 46.0 15 23.0 35 53.71.6 1.6 1.6 75.1 76.7K61+320 9.1 0.120.0 179.4 20 35.9 30 53.8 1526.9 35 62.8 0.9 0.9 0.9 88.8 89.7K61+340 8.81908.0 381.6572.4 286.2 667.8 24106.5 24106.5739.1 23367.4 214.9 954.0小计编制：复核：审核：路基每公里土石方数量计算表适中至三层岭战备公路工程第7页共18页S1-4-10桩号横断面积m2距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

34、量m3及运距Km总运量m3?Km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1 2 3 45 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2324 25 26 27 28 29 30 31 32 33 34 35 K61+340 8.820.0152.5 20 30.5 30 45.7 15 22.9 35 53.476.2 76.2K61+360 6.420.0 136.2 20 27.2 30 40.9 15 20.435 47.7

35、0.1 0.1 0.1 68.0 68.1K61+380 7.2 0.020.0 116.3 20 23.3 3034.9 15 17.4 35 40.7 1.7 1.7 1.720.082.4 20 16.5 30 24.7 15 12.4 35 28.97.0 7.0 7.0 34.3 41.2K61+420 3.8 0.520.0 71.2 20 14.2 30 21.3 1510.7 35 24.9 6.5 6.5 6.5 29.1 35.6K61+440 3.3 0.120.0 67.1 20 13.430 20.1 15 10.1 35 23.5 5.0 5.0 5.028.6 3

36、3.5 K61+460 3.40.420.0 70.0 20 14.0 30 21.0 15 10.5 35 24.531.5 31.5 31.5 3.5 35.0K61+480 3.6 2.820.0 86.0 20 17.2 30 25.815 12.9 35 30.1 53.2 53.2 43.0 10.243.0 K61+500 5.0 2.620.0103.9 20 20.8 30 31.2 15 15.6 35 36.455.8 55.8 51.9 3.8 51.9K61+520 5.4 3.018.6 118.0 20 23.6 30 35.415 17.7 35 41.3 28

37、.3 28.3 28.30.05.4 36.0 20 7.2 30 10.8 15 5.4 35 12.6 1.01.0 1.0 17.0 18.0K61+544.098 6.0 0.45.9 34.8 20 7.0 30 10.4 15 5.2 3512.2 2.0 2.0 2.0 15.4 17.4K61+550 5.8 0.310.0 57.1 20 11.4 30 17.115 8.6 35 20.0 4.0 4.0 4.0 24.528.6 K61+560 5.6 0.510.0 51.920 10.4 30 15.6 15 7.8 35 18.2 5.2 5.25.2 20.7 2

38、5.9K61+570 4.8 0.510.0 46.1 20 9.2 30 13.8 15 6.9 3516.1 4.3 4.3 4.3 18.7 23.1K61+580 4.4 0.310.0 29.9 20 6.0 30 9.015 4.5 35 10.5 13.0 13.0 13.0 2.015.0 K61+590 1.5 2.310.0 11.920 2.4 30 3.6 15 1.8 35 4.2 36.7 36.7 6.030.7 6.0 K61+600 0.84.1 4.7 20 0.9 30 1.4 15 0.7 35 1.7 21.6 21.62.4 19.2 2.4K61+

39、604.098 1.5 5.55.9 5.4 20 1.1 30 1.6 15 0.8 35 1.928.3 28.3 2.7 25.6 2.7K61+610 0.4 4.110.0 15.6 20 3.1 30 4.7 15 2.3 355.5 95.1 95.1 7.8 87.3 7.8K61+620 2.7 14.910.0 42.3 20 8.5 30 12.715 6.3 35 14.8 195.5 195.5 21.2 174.321.2 K61+630 5.7 24.21339.3 267.9 401.8 200.9 468.8595.7 595.7 244.5 351.2 42

40、5.2 669.7小计编制：复核：审核：路基每公里土石方数量计算表适中至三层岭战备公路工程第8页共18页S1-4-10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m3?Km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1 2 3 45 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2324 25 26 27 28 29 30 31 32 33 34 35 K61+6

41、30 5.7 24.22.2 12.5 20 2.5 30 3.8 15 1.9 35 4.4 55.6 55.66.3 49.4 6.3K61+632.216 5.6 26.07.8 43.0 20 8.6 30 12.9 15 6.5 3515.1 195.8 195.8 21.5 174.3 21.5K61+640 5.5 24.310.0 64.3 2012.9 30 19.3 15 9.6 35 22.5 230.0 230.032.1 197.9 32.110.6 35 24.8 225.7 225.7 35.5 190.335.5 K61+660 6.8 23.410.066.9

42、 20 13.4 30 20.1 15 10.0 35 23.4265.1 265.1 33.4 231.7 33.4K61+670 6.6 29.610.0 73.7 20 14.7 30 22.115 11.1 35 25.8 299.1 299.1 36.9262.2 36.9 K61+6808.2 30.210.0 68.1 20 13.6 30 20.4 15 10.2 3523.8 339.1 339.1 34.1 305.0 34.1K61+690 5.5 37.65.3 33.5 20 6.7 3010.0 15 5.0 35 11.7 208.6 208.6 16.7191.

43、9 16.7 K61+695.3347.1 40.64.7 27.2 20 5.4 30 8.2 15 4.1 35 9.5 200.3200.3 13.6 186.7 13.6K61+700 4.5 45.310.0 78.4 20 15.7 30 23.515 11.8 35 27.4 513.6 513.6 39.2 474.439.2 K61+710 11.1 57.4682.5 682.5 50.9 631.5 50.9K61+720 9.2 79.010.6 115.7 20 23.1 3034.7 15 17.3 35 40.5 878.1 878.1 57.8820.3 57.

44、8K61+730.555 12.7 87.39.4 126.7 20 25.3 30 38.0 1519.0 35 44.4 850.3 850.3 63.4 787.063.4 K61+740 14.1 92.710.0134.9 20 27.0 30 40.5 15 20.2 35 47.2955.0 955.0 67.4 887.6 67.4K61+750 12.8 98.314.3 91.7 20 18.3 3027.5 15 13.8 35 32.1 809.2 809.2 45.9763.4 45.9K61+764.300 14.945.6 125.7 20 25.1 30 37.

45、7 1518.8 35 44.0 341.2 341.2 62.8 278.462.8 K61+809.900 5.5 0.10.1 0.7 200.1 30 0.2 15 0.1 35 0.2 3.4 3.4 0.3 3.1340.7 281.3 59.4 281.3K61+820 104.710.0 1755.5 20 351.1 30 526.615 263.3 35 614.4 877.7 877.7K61+830 246.47.5 2142.9 20428.6 30 642.9 15 321.4 35 750.01071.4 1071.4K61+837.520 323.52.5 963.9 20 192.8 30 289.2 15144.6 35 337.4 482.0 482.0K61+840 453.86660.5 1332.11998.1 999.1 2331.2 7393.4 7393.4899.1 6494.3 2431.1 3330.2小计编制：复核：审核：路基每公