洛阳铲桩工程量计算

1、2 2号号栋栋洛洛阳阳铲铲灌灌注注桩桩成成型型清清单单 桩桩 号号 原原土土面面 标标高高 混混凝凝土土面面 标标高高 基基底底标标 高高 成成孔孔深深度度 （米米） 干干料料担担 数数 干干料料折折合合 （米米） 空空桩桩长长 （米米） 混混凝凝土土桩桩长长 （米米） 桩桩顶顶设设计计 标标高高 凿凿桩桩头头高高 （米米） 备备 注注 195.5794.8087.977.6013.002.600.776.8394.370.43 295.5694.8588.367.2012.002.400.716.4994.370.48 395.5794.7888.177.4012.002.400.796.6

2、194.370.41 495.6194.8188.017.6012.002.400.806.8094.370.44 595.4394.7287.438.0014.002.800.717.2994.370.35 695.6194.8587.618.0014.002.800.767.2494.370.48 795.4594.7487.957.5012.002.400.716.7994.370.37 895.5394.8388.137.4012.002.400.706.7094.370.46 995.6394.7688.137.5013.002.600.876.6394.370.39 1095.66

3、94.6988.367.3012.002.400.976.3394.370.32 1195.4794.7787.977.5013.002.600.706.8094.370.40 1295.5494.6888.047.5013.002.600.866.6494.370.31 1395.4894.7287.887.6013.002.600.766.8494.370.35 1495.6594.8388.357.3012.002.400.826.4894.370.46 1595.4794.8087.977.5013.002.600.676.8394.370.43 1695.5894.8188.087.

4、5013.002.600.776.7394.370.44 1795.5394.8488.137.4013.002.600.696.7194.370.47 1895.6394.7688.037.6013.002.600.876.7394.370.39 1995.6694.6888.167.5013.002.600.986.5294.370.31 2095.4794.7888.077.4012.002.400.696.7194.370.41 2195.5494.8188.047.5013.002.600.736.7794.370.44 2295.4894.8088.087.4012.002.400

5、.686.7294.370.43 2395.6594.7888.557.1011.002.200.876.2394.370.41 2495.5494.7588.247.3012.002.400.796.5194.370.38 2595.4894.8388.387.1011.002.200.656.4594.370.46 2695.6594.7688.357.3012.002.400.896.4194.370.39 2795.4794.7688.377.1011.002.200.716.3994.370.39 2895.5894.7488.287.3012.002.400.846.4694.37

6、0.37 2995.5394.7088.337.2011.002.200.836.3794.370.33 3095.5794.6988.277.3011.002.200.886.4294.370.32 3195.6194.7388.417.2011.002.200.886.3294.370.36 3295.4394.7088.137.3012.002.400.736.5794.370.33 3395.6194.6887.817.8013.002.600.936.8794.370.31 3495.4594.7887.957.5012.002.400.676.8394.370.41 3595.53

7、94.7988.337.2012.002.400.746.4694.370.42 3695.6394.7888.137.5013.002.600.856.6594.370.41 3795.6694.6888.267.4012.002.400.986.4294.370.31 3895.4794.7888.277.2012.002.400.696.5194.370.41 3995.5494.8187.747.8013.002.600.737.0794.370.44 4095.4894.8088.187.3011.002.200.686.6294.370.43 2 2号号栋栋洛洛阳阳铲铲灌灌注注桩桩

8、成成型型清清单单 桩桩 号号 原原土土面面 标标高高 混混凝凝土土面面 标标高高 基基底底标标 高高 成成孔孔深深度度 （米米） 干干料料担担 数数 干干料料折折合合 （米米） 空空桩桩长长 （米米） 混混凝凝土土桩桩长长 （米米） 桩桩顶顶设设计计 标标高高 凿凿桩桩头头高高 （米米） 备备 注注 4195.6594.7888.257.4012.002.400.876.5394.370.41 4295.4794.7587.977.5013.002.600.726.7894.370.38 4395.5894.8387.987.6013.002.600.756.8594.370.46 4495.

9、5394.7687.937.6013.002.600.776.8394.370.39 4595.6594.7688.057.6013.002.600.896.7194.370.39 4695.4794.7487.877.6012.002.400.736.8794.370.37 4795.5894.7088.187.4012.002.400.886.5294.370.33 4895.5394.6988.037.5013.002.600.846.6694.370.32 4995.6394.7388.337.3012.002.400.906.4094.370.36 5095.6694.7088.06

10、7.6013.002.600.966.6494.370.33 5195.4794.6887.877.6013.002.600.796.8194.370.31 5295.5494.7888.347.2011.002.200.766.4494.370.41 5395.4894.7987.887.6013.002.600.696.9194.370.42 5495.6594.8088.157.5013.002.600.856.6594.370.43 5595.5494.8587.947.6013.002.600.696.9194.370.48 5695.4894.7887.987.5013.002.6

11、00.706.8094.370.41 5795.6594.8188.257.4012.002.400.846.5694.370.44 5895.4794.7288.077.4012.002.400.756.6594.370.35 5995.5894.8588.287.3012.002.400.736.5794.370.48 6095.5394.7488.137.4012.002.400.796.6194.370.37 6195.6394.8388.237.4012.002.400.806.6094.370.46 6295.6694.7688.267.4012.002.400.906.5094.

12、370.39 6395.4794.6988.177.3012.002.400.786.5294.370.32 6495.5494.7788.147.4012.002.400.776.6394.370.40 6595.4894.6888.087.4012.002.400.806.6094.370.31 6695.6594.7288.157.5013.002.600.936.5794.370.35 6795.4794.8388.177.3012.002.400.646.6694.370.46 6895.5894.8088.287.3012.002.400.786.5294.370.43 6995.

13、5394.8188.137.4013.002.600.726.6894.370.44 7095.6594.8488.357.3012.002.400.816.4994.370.47 7195.4794.7688.177.3012.002.400.716.5994.370.39 7295.5894.6888.187.4012.002.400.906.5094.370.31 7395.5394.7888.137.4012.002.400.756.6594.370.41 7495.6395.6188.337.3012.002.400.027.2894.371.24 试验桩按图施工 7595.6694

14、.8088.067.6013.002.600.866.7494.370.43 7695.4794.7887.877.6013.002.600.696.9194.370.41 7795.1494.7287.547.6013.002.600.427.1894.370.35 7895.3694.8587.767.6013.002.600.517.0994.370.48 7995.6594.7488.057.6013.002.600.916.6994.370.37 8095.4894.8387.887.6013.002.600.656.9594.370.46 2 2号号栋栋洛洛阳阳铲铲灌灌注注桩桩成成

15、型型清清单单 桩桩 号号 原原土土面面 标标高高 混混凝凝土土面面 标标高高 基基底底标标 高高 成成孔孔深深度度 （米米） 干干料料担担 数数 干干料料折折合合 （米米） 空空桩桩长长 （米米） 混混凝凝土土桩桩长长 （米米） 桩桩顶顶设设计计 标标高高 凿凿桩桩头头高高 （米米） 备备 注注 8195.5794.7687.977.6013.002.600.816.7994.370.39 8295.4294.6988.027.4012.002.400.736.6794.370.32 8395.4494.7787.647.8013.002.600.677.1394.370.40 8495.36

16、94.6887.767.6013.002.600.686.9294.370.31 8595.1394.7287.537.6013.002.600.417.1994.370.35 8695.6194.8388.217.4012.002.400.786.6294.370.46 8795.2694.8087.867.4012.002.400.466.9494.370.43 8895.6194.8188.017.6013.002.600.806.8094.370.44 8995.4294.8487.927.5013.002.600.586.9294.370.47 9095.3494.7687.747.

17、6013.002.600.587.0294.370.39 9195.4195.4087.817.6013.002.600.017.5994.371.03 试验桩按图施工 9295.1894.7887.687.5013.002.600.407.1094.370.41 9395.2294.8187.727.5013.002.600.417.0994.370.44 9495.2694.8087.767.5013.002.600.467.0494.370.43 9595.6294.7888.027.6013.002.600.846.7694.370.41 9695.7394.7588.237.5013

18、.002.600.986.5294.370.38 9795.6394.8388.437.2012.002.400.806.4094.370.46 9895.4394.7687.937.5013.002.600.676.8394.370.39 9995.2694.7687.867.4012.002.400.506.9094.370.39 10095.3494.7487.747.6013.002.600.607.0094.370.37 10195.1494.7087.847.3012.002.400.446.8694.370.33 10295.2494.6988.047.2012.002.400.

19、556.6594.370.32 10395.1194.7387.617.5013.002.600.387.1294.370.36 10495.2694.7088.067.2012.002.400.566.6494.370.33 10595.1294.6887.927.2012.002.400.446.7694.370.31 10695.2794.7887.977.3012.002.400.496.8194.370.41 10795.5394.8087.937.6012.002.400.736.8794.370.43 10895.6394.7888.237.4012.002.400.856.55

20、94.370.41 10995.6694.7588.167.5013.002.600.916.5994.370.38 11095.4794.8387.977.5013.002.600.646.8694.370.46 11195.1494.7687.647.5013.002.600.387.1294.370.39 11295.3694.7688.167.2011.002.200.606.6094.370.39 11395.6594.7488.457.2012.002.400.916.2994.370.37 11495.4894.7087.987.5013.002.600.786.7294.370

21、.33 11595.6794.6988.077.6013.002.600.986.6294.370.32 11695.4294.7387.827.6012.002.400.696.9194.370.36 11795.4494.7088.147.3011.002.200.746.5694.370.33 11895.3694.6887.767.6013.002.600.686.9294.370.31 11995.1394.7887.637.5012.002.400.357.1594.370.41 12095.7194.7989.316.407.001.400.925.4894.370.42 2 2

22、号号栋栋洛洛阳阳铲铲灌灌注注桩桩成成型型清清单单 桩桩 号号 原原土土面面 标标高高 混混凝凝土土面面 标标高高 基基底底标标 高高 成成孔孔深深度度 （米米） 干干料料担担 数数 干干料料折折合合 （米米） 空空桩桩长长 （米米） 混混凝凝土土桩桩长长 （米米） 桩桩顶顶设设计计 标标高高 凿凿桩桩头头高高 （米米） 备备 注注 12195.2694.7887.667.6013.002.600.487.1294.370.41 12295.6194.8188.017.6013.002.600.806.8094.370.44 12395.4294.7887.827.6013.002.600.64

23、6.9694.370.41 12495.6694.8188.267.4012.002.400.856.5594.370.44 12595.4794.8088.177.3012.002.400.676.6394.370.43 12695.5494.7888.147.4012.002.400.766.6494.370.41 12795.4894.7588.187.3012.002.400.736.5794.370.38 12895.6594.8388.157.5013.002.600.826.6894.370.46 12995.5494.7688.047.5013.002.600.786.7294

24、.370.39 13095.4894.7688.187.3012.002.400.726.5894.370.39 13195.6594.7488.657.0011.002.200.916.0994.370.37 13295.4794.7088.177.3012.002.400.776.5394.370.33 13395.5894.6987.987.6013.002.600.896.7194.370.32 13495.5394.7388.137.4012.002.400.806.6094.370.36 13595.6394.7088.137.5013.002.600.936.5794.370.3

25、3 13695.6694.6888.267.4012.002.400.986.4294.370.31 13795.4794.7888.277.2011.002.200.696.5194.370.41 13895.5494.7988.347.2011.002.200.756.4594.370.42 13995.4894.8088.287.2011.002.200.686.5294.370.43 14095.5394.8588.237.3012.002.400.686.6294.370.48 14195.6594.7888.357.3012.002.400.876.4394.370.41 1429

26、5.4794.8187.677.8013.002.600.667.1494.370.44 14395.5894.7288.187.4012.002.400.866.5494.370.35 14495.5394.8588.337.2012.002.400.686.5294.370.48 14595.6394.8388.237.4012.002.400.806.6094.370.46 14695.6694.7688.267.4012.002.400.906.5094.370.39 14795.4794.6988.377.1011.002.200.786.3294.370.32 14895.1494

27、.7787.547.6013.002.600.377.2394.370.40 14995.3694.6888.067.3012.002.400.686.6294.370.31 15095.6594.7288.257.4012.002.400.936.4794.370.35 15195.4894.8387.987.5011.002.200.656.8594.370.46 15295.7794.8088.277.5011.002.200.976.5394.370.43 15395.4294.8187.927.5011.002.200.616.8994.370.44 15495.4494.8488.

28、247.2010.002.000.606.6094.370.47 15595.6594.7688.157.5011.002.200.896.6194.370.39 15695.4794.6887.877.6011.002.200.796.8194.370.31 15795.5894.7888.087.5011.002.200.806.7094.370.41 15895.5394.8188.037.5011.002.200.726.7894.370.44 15995.6394.8088.137.5011.002.200.836.6794.370.43 16095.6694.7888.267.40

29、12.002.400.886.5294.370.41 2 2号号栋栋洛洛阳阳铲铲灌灌注注桩桩成成型型清清单单 桩桩 号号 原原土土面面 标标高高 混混凝凝土土面面 标标高高 基基底底标标 高高 成成孔孔深深度度 （米米） 干干料料担担 数数 干干料料折折合合 （米米） 空空桩桩长长 （米米） 混混凝凝土土桩桩长长 （米米） 桩桩顶顶设设计计 标标高高 凿凿桩桩头头高高 （米米） 备备 注注 16195.4794.7288.177.3011.002.200.756.5594.370.35 16295.5494.8588.047.5013.002.600.696.8194.370.48 16395

30、.4894.7487.987.5013.002.600.746.7694.370.37 16495.6594.8088.157.5013.002.600.856.6594.370.43 16595.5494.7888.347.2012.002.400.766.4494.370.41 16695.4894.7288.087.4011.002.200.766.6494.370.35 16795.6594.8388.357.3012.002.400.826.4894.370.46 16895.4294.7688.027.4012.002.400.666.7494.370.39 16995.6694.

31、6988.267.4012.002.400.976.4394.370.32 17095.4794.7788.177.3012.002.400.706.6094.370.40 17195.5494.6888.047.5013.002.600.866.6494.370.31 17295.4894.7288.187.3011.002.200.766.5494.370.35 17395.6594.8388.357.3012.002.400.826.4894.370.46 17495.5494.9388.147.4012.002.400.616.7994.370.56 17595.4894.8388.1

32、87.3012.002.400.656.6594.370.46 17695.6594.6888.257.4012.002.400.976.4394.370.31 17795.4794.7887.977.5013.002.600.696.8194.370.41 17895.5894.8187.987.6013.002.600.776.8394.370.44 17995.5394.8088.137.4012.002.400.736.6794.370.43 18095.6394.7887.837.8013.002.600.856.9594.370.41 18195.4694.7287.867.601

33、2.002.400.746.8694.370.35 18295.4494.8588.147.3012.002.400.596.7194.370.48 18395.6594.7488.257.4012.002.400.916.4994.370.37 18495.4795.4387.877.6013.002.600.047.5694.371.06 试验桩按图施工 18595.5894.7888.287.3012.002.400.806.5094.370.41 18695.5394.7288.037.5013.002.600.816.6994.370.35 18795.6394.8388.237.4

34、011.002.200.806.6094.370.46 18895.4694.7687.967.5011.002.200.706.8094.370.39 18995.4794.6987.977.5011.002.200.786.7294.370.32 19095.5494.7787.747.8012.002.400.777.0394.370.40 19195.4894.6887.987.5011.002.200.806.7094.370.31 19295.6594.7888.157.5010.002.000.876.6394.370.41 19395.5494.7588.047.5011.00

35、2.200.796.7194.370.38 19495.1394.8387.737.4011.002.200.307.1094.370.46 19595.7194.7688.217.5011.002.200.956.5594.370.39 19695.2694.7687.767.5011.002.200.507.0094.370.39 19795.6194.7488.617.0010.002.000.876.1394.370.37 19895.4294.7088.227.2010.002.000.726.4894.370.33 19995.6694.6988.067.6011.002.200.

36、976.6394.370.32 20095.4794.7388.277.2011.002.200.746.4694.370.36 2 2号号栋栋洛洛阳阳铲铲灌灌注注桩桩成成型型清清单单 桩桩 号号 原原土土面面 标标高高 混混凝凝土土面面 标标高高 基基底底标标 高高 成成孔孔深深度度 （米米） 干干料料担担 数数 干干料料折折合合 （米米） 空空桩桩长长 （米米） 混混凝凝土土桩桩长长 （米米） 桩桩顶顶设设计计 标标高高 凿凿桩桩头头高高 （米米） 备备 注注 20195.5494.7088.447.1010.002.000.846.2694.370.33 20295.4894.6888.

37、087.4010.002.000.806.6094.370.31 20395.6594.7888.257.4010.002.000.876.5394.370.41 20495.5494.7988.547.009.001.800.756.2594.370.42 20595.4894.8088.387.1010.002.000.686.4294.370.43 20695.6594.8588.257.4011.002.200.806.6094.370.48 20795.4794.7888.477.0010.002.000.696.3194.370.41 20895.5894.8188.187.401

38、2.002.400.776.6394.370.44 20995.5394.7288.337.2011.002.200.816.3994.370.35 21095.6394.8588.137.5013.002.600.786.7294.370.48 21195.4794.8388.077.4012.002.400.646.7694.370.46 21295.5894.7688.187.4012.002.400.826.5894.370.39 21395.5394.6988.337.2012.002.400.846.3694.370.32 21495.6394.7888.237.4012.002.

39、400.856.5594.370.41 21595.6694.8388.067.6013.002.600.836.7794.370.46 21695.4794.7687.977.5013.002.600.716.7994.370.39 21795.5494.7688.047.5013.002.600.786.7294.370.39 21895.4894.7487.987.5013.002.600.746.7694.370.37 21995.5394.7087.937.6013.002.600.836.7794.370.33 22095.6594.6988.057.6013.002.600.96

40、6.6494.370.32 22195.4794.7388.077.4012.002.400.746.6694.370.36 22295.5894.7087.987.6013.002.600.886.7294.370.33 22395.5394.6888.037.5011.002.200.856.6594.370.31 22495.6394.7887.837.8011.002.200.856.9594.370.41 22595.6694.7988.167.5011.002.200.876.6394.370.42 22695.4794.7887.977.5011.002.200.696.8194

41、.370.41 22795.1494.6887.347.8012.002.400.467.3494.370.31 22895.4794.7887.977.5010.002.000.696.8194.370.41 22995.1494.8187.347.8010.002.000.337.4794.370.44 23095.3694.8087.867.5011.002.200.566.9494.370.43 23195.6594.7887.658.0012.002.400.877.1394.370.41 23295.4894.7587.887.6011.002.200.736.8794.370.3

42、8 23395.7794.8388.277.5011.002.200.946.5694.370.46 23495.4294.7688.227.2010.002.000.666.5494.370.39 23595.4494.7688.147.3010.002.000.686.6294.370.39 23695.3694.7488.167.2010.002.000.626.5894.370.37 23795.1394.7087.637.5011.002.200.437.0794.370.33 23895.7194.8388.217.5011.002.200.886.6294.370.46 2399

43、5.2694.7388.067.2010.002.000.536.6794.370.36 24095.6194.7088.217.4011.002.200.916.4994.370.33 2 2号号栋栋洛洛阳阳铲铲灌灌注注桩桩成成型型清清单单 桩桩 号号 原原土土面面 标标高高 混混凝凝土土面面 标标高高 基基底底标标 高高 成成孔孔深深度度 （米米） 干干料料担担 数数 干干料料折折合合 （米米） 空空桩桩长长 （米米） 混混凝凝土土桩桩长长 （米米） 桩桩顶顶设设计计 标标高高 凿凿桩桩头头高高 （米米） 备备 注注 24195.4294.6888.127.3010.002.000.746

44、.5694.370.31 24295.6694.7888.167.5011.002.200.886.6294.370.41 24395.4794.8387.977.5011.002.200.646.8694.370.46 24495.5494.8088.447.1011.002.200.746.3694.370.43 24595.6394.8188.537.1011.002.200.826.2894.370.44 24695.6694.8488.467.2012.002.400.826.3894.370.47 24795.4794.7688.277.2012.002.400.716.4994.

45、370.39 24895.1494.6887.747.4012.002.400.466.9494.370.31 24995.4794.7888.277.2011.002.200.696.5194.370.41 25095.1494.8187.947.2012.002.400.336.8794.370.44 25195.3694.8087.767.6013.002.600.567.0494.370.43 25295.6594.7888.457.2011.002.200.876.3394.370.41 25395.4894.7587.987.5013.002.600.736.7794.370.38

46、 25495.2694.8387.767.5013.002.600.437.0794.370.46 25595.6194.7688.417.2012.002.400.856.3594.370.39 25695.4294.7687.927.5013.002.600.666.8494.370.39 25795.6694.7488.267.4012.002.400.926.4894.370.37 25895.4794.7088.077.4012.002.400.776.6394.370.33 25995.5494.6988.047.5011.002.200.856.6594.370.32 26095

47、.6394.7388.137.5011.002.200.906.6094.370.36 26195.6694.7088.267.4013.002.600.966.4494.370.33 26295.4794.6887.977.5011.002.200.796.7194.370.31 26395.1494.9387.647.5013.002.600.217.2994.370.56 26495.5894.8087.987.6013.002.600.786.8294.370.43 26595.5394.7888.237.3011.002.200.756.5594.370.41 26695.6394.

48、7588.137.5011.002.200.886.6294.370.38 26795.6694.8388.067.6011.002.200.836.7794.370.46 26895.4794.7688.077.4011.002.200.716.6994.370.39 26995.5494.7688.047.5011.002.200.786.7294.370.39 27095.4894.7487.987.5011.002.200.746.7694.370.37 27195.5394.7087.937.6011.002.200.836.7794.370.33 27295.6594.6988.1

49、57.5011.002.200.966.5494.370.32 27395.4794.7387.977.5011.002.200.746.7694.370.36 27495.5894.7088.087.5011.002.200.886.6294.370.33 27595.5394.6887.937.6011.002.200.856.7594.370.31 27695.6394.7888.437.2012.002.400.856.3594.370.41 27795.6694.7988.467.2010.002.000.876.3394.370.42 27895.4794.7887.977.501

50、0.002.000.696.8194.370.41 27995.1494.6887.547.6012.002.400.467.1494.370.31 28095.4794.7888.077.4012.002.400.696.7194.370.41 2 2号号栋栋洛洛阳阳铲铲灌灌注注桩桩成成型型清清单单 桩桩 号号 原原土土面面 标标高高 混混凝凝土土面面 标标高高 基基底底标标 高高 成成孔孔深深度度 （米米） 干干料料担担 数数 干干料料折折合合 （米米） 空空桩桩长长 （米米） 混混凝凝土土桩桩长长 （米米） 桩桩顶顶设设计计 标标高高 凿凿桩桩头头高高 （米米） 备备 注注 28195.

51、1494.8187.847.3012.002.400.336.9794.370.44 28295.3694.8088.167.2012.002.400.566.6494.370.43 28395.6394.7888.437.2011.002.200.856.3594.370.41 28495.6694.7588.467.2012.002.400.916.2994.370.38 28595.4794.8388.077.4012.002.400.646.7694.370.46 28695.5494.7688.047.5013.002.600.786.7294.370.39 28795.4894.7

52、687.987.5013.002.600.726.7894.370.39 28895.6594.7488.657.0011.002.200.916.0994.370.37 28995.5494.7088.547.0011.002.200.846.1694.370.33 29095.1394.7887.537.6014.002.800.357.2594.370.41 29195.7194.7887.917.8014.002.800.936.8794.370.41 29295.2694.7587.767.5014.002.800.516.9994.370.38 29395.6194.8387.81

53、7.8012.002.400.787.0294.370.46 29495.4294.7688.427.0013.002.600.666.3494.370.39 29595.5494.7688.247.3013.002.600.786.5294.370.39 29695.6394.7487.837.8015.003.000.896.9194.370.37 29795.6694.7088.167.5011.002.200.966.5494.370.33 29895.4794.7687.977.5013.002.600.716.7994.370.39 29995.1494.7688.047.1013

54、.002.600.386.7294.370.39 30095.5894.7488.587.0013.002.600.846.1694.370.37 30195.5394.7088.237.3014.002.800.836.4794.370.33 30295.1294.6987.327.8014.002.800.437.3794.370.32 30395.5494.7388.047.5013.002.600.816.6994.370.36 30495.6394.7488.537.1013.002.600.896.2194.370.37 合合计计：2257225736463646729.2729.

55、2224.12224.122032.882032.88121.47121.47 17.613 27.212 37.412 47.612 5814 6814 77.512 87.412 97.513 107.312 117.513 127.513 137.613 147.312 157.513 167.513 177.413 187.613 197.513 207.412 217.513 227.412 237.111 247.312 257.111 267.312 277.111 287.312 297.211 307.311 317.211 327.312 337.813 347.512 3

56、57.212 367.513 377.412 387.212 397.813 407.311 417.412 427.513 437.613 447.613 457.613 467.612 477.412 487.513 497.312 507.613 517.613 527.211 537.613 547.513 557.613 567.513 577.412 587.412 597.312 607.412 617.412 627.412 637.312 647.412 657.412 667.513 677.312 687.312 697.413 707.312 717.312 727.412 737.412 747.312 757.613 767.613 777.613 787.613 797.613 807.613 817.613 827.412 837.813 847.613 857.613 867.412 877.412 887.613 897.513 907.613 917.613 927.