高速公路土建标审核底稿excel表格.xlsx

1、桩号图纸面积(m2)距离(m)平均断面面积(m2)计算数量（m3）备注K1+4000.15第X册第X分册XX-X第X页20.000.510K1+4201.19第X册第X分册XX-X第X页20.001.530K1+4401.19第X册第X分册XX-X第X页20.002.550K1+4600.37第X册第X分册XX-X第X页20.003.570K1+4803.51第X册第X分册XX-X第X页20.004.590K1+5000.25第X册第X分册XX-X第X页20.005.5110K1+5205.68第X册第X分册XX-X第X页20.006.5130K1+5400.25第X册第X分册XX-X第X页1

2、0.007.575K1+5500.52第X册第X分册XX-X第X页20.008.5170K1+5701.82第X册第X分册XX-X第X页11.009.5105K1+5812.31第X册第X分册XX-X第X页19.0010.5200K1+6000第X册第X分册XX-X第X页小小计计200.00200.0010401040路路基基清清理理现现场场逐逐桩桩计计算算表表桩号横断面宽度（m）平均宽度（m）距离（m）清场面积（m2）设计图号左幅右幅K1+000用地5.0010759.00 第一册第1分册第111页K1+000.00017.50第一册第1分册第112页27.50-1.00-28.00K1+0

3、01.00020.1117.50第一册第1分册第114页37.50-1.00-38.00K1+002.00020.1116.89第一册第1分册第116页36.00-1.00-36.00K1+003.00018.3016.89第一册第1分册第118页35.50-1.00-36.00K1+004.00018.6017.66第一册第1分册第120页小小计计1 10 06 62 21 1.0 00 0K1+20用地10.004846.00 第一册第1分册第123页K1+30用地10.002153.00 第一册第1分册第124页K1+40用地10.00660.00 第一册第1分册第125页K1+112.

4、00018.23第一册第1分册第126页27.50-1.00-28.00K1+113.00017.3019.87第一册第1分册第128页37.00-1.00-37.00K1+114.00016.5020.18第一册第1分册第130页37.00-1.00-37.00K1+115.00017.4220.18第一册第1分册第132页/K1+116.00023.1923.56第一册第1分册第134页35.00-1.00-35.00K1+117.00011.8011.80第一册第1分册第136页23.50-1.00-24.00K1+118.00011.8011.80第一册第1分册第138页23.50-1

5、.00-24.00K1+119.00011.8011.80第一册第1分册第140页35.00-1.00-35.00K1+120.00022.4023.80第一册第1分册第142页小小计计7 74 43 39 9.0 00 00-1#变变更更干干码码片片石石计计算算表表子目号子目名称单位部位原设计数量设计高度设计厚度变更后厚度（未收方部分）原设计面积已收面积208-2干砌片石护坡 m3K1+100K1+200右侧2120.304.210.6 2120.30208-2干砌片石护坡 m3K1+100K1+201右侧1893.2071.50.6 1262.13208-2干砌片石护坡 m3K1+100K

6、1+202右侧703.202.610.6703.20208-2干砌片石护坡 m3K1+100K1+203右侧410.203.510.6410.20208-2干砌片石护坡 m3K1+100K1+204右侧2677.505.51.50.6 1785.00208-2干砌片石护坡 m3K1+100K1+205右侧2877.603.810.6 2877.60960208-2干砌片石护坡 m3K1+100K1+206右侧649.10210.6649.10208-2干砌片石护坡 m3K1+100K1+207右侧519.301.810.6519.30250208-2干砌片石护坡 m3K1+100K1+208右

7、侧235.0051.50.6156.6778208-2干砌片石护坡 m3K1+100K1+209右侧2311.1071.50.6 1540.73208-2干砌片石护坡 m3K1+100K1+210右侧206.662.810.6206.66208-2干砌片石护坡 m3K1+100K1+211右侧255.862.610.6255.86208-2干砌片石护坡 m3K1+100K1+212右侧59.041.810.659.04208-2干砌片石护坡 m3K1+100K1+213右侧1845.1461.50.6 1230.09208-2干砌片石护坡 m3K1+100K1+214右侧147.611.510

8、.6147.61208-2干砌片石护坡 m3K1+100K1+215右侧288.50410.6288.50208-2干砌片石护坡 m3K1+100K1+216右侧8356.003020.6 4178.003269.7208-2干砌片石护坡 m3K1+100K1+217右侧31797.003020.6 15898.503035.6208-2208-2干干砌砌片片石石护护坡坡 m m3 3合合计计未收面积已收数量变更后剩余数量合计总数量变更增加填方数量2120.301272.21272.2848.101262.13757.3757.31135.90703.20421.9421.9281.30410

9、.20246.1246.1164.101785.00107110711606.501917.60873.61150.62024.2853.40649.10389.5389.5259.60269.30174.5161.6336.1183.2078.6758.547.2105.7129.301540.73924.4924.41386.70206.6612412482.66255.86153.5153.5102.3659.0435.435.423.641230.09738.1738.11107.04147.6188.688.659.01288.50173.1173.1115.40908.354904

10、.55455449.52906.5012862.904453.47717.712171.1 19625.9026481.726481.730870.6130870.610-1#变变更更干干码码片片石石计计算算表表XX大桥XX大桥0#左半幅桥台（左半部分）6#左半幅桥台0#左半幅桥台（左半部分）宽长SV宽长SV宽2.405.1712.426.648.2254.572.015.396.0032.3110.399.5098.665.39高8.12高10.12175.28175.28764.38764.380#左半幅桥台（右半部分）0#左半幅桥台（右半部分）宽长SV宽5.005.8429.195.00

11、5.006.0030.005.00高6.12181.10181.100#右半幅桥台（左半部分）6#右半幅桥台（左半部分）0#右半幅桥台（左半部分）宽长SV宽长SV宽5.006.1730.855.007.7438.685.815.006.0030.005.009.5047.505.81高5.12高8.33155.77155.77358.48358.480#右半幅桥台（右半部分）6#右半幅桥台（右半部分）0#右半幅桥台（右半部分）宽长SV宽长SV宽3.646.3723.171.717.0712.090.755.396.5035.005.399.5051.164.58高4.43高10.21127.8

12、8127.88299.86299.860#台合计640.036#台合计1422.720#台合计全全桥桥合合计计2062.752062.75全全桥桥合合计计7#左半幅桥台（左半部分）长SV宽长SV4.749.503.826.5024.836.0032.315.396.0032.31高9.33高3.88184.40184.40110.56110.567#左半幅桥台（右半部分）长SV宽长SV4.1720.855.006.1730.856.0030.005.396.0032.31高11.12高5.12281.19281.19161.68161.687#右半幅桥台（左半部分）长SV宽长SV4.2824.

13、845.008.2541.2511.5066.825.398.0043.08高10.92高6.12481.90481.90258.03258.037#右半幅桥台（右半部分）长SV宽长SV9.437.072.797.5521.0911.5052.675.008.0040.00高11.81高6.88311.02311.02206.54206.541258.512.4575.131833.641833.64XX大桥0#左半幅桥台（左半部分）0#左半幅桥台（右半部分）0#右半幅桥台（左半部分）0#右半幅桥台（右半部分）0#台合计全全桥桥合合计计XXXX合合同同段段桥桥梁梁（桩桩基基）审审核核明明细细表

14、表孔桩号桩径（m）砼强度等级钻/挖桩基设计桩长(m)第三方桩检报告(m)审定桩长(m)差值(m)钢筋扣减比列%审定砼工程量(M3)基础钢筋（包括灌注桩、承台、沉桩、沉井等）403-1-a 光圆钢筋（I级）（Kg）8K0+000 XXX桥:3*20m预应力砼空心板0-11.40C25钻12.0013.0012.000.0018.310-21.40C25钻12.0013.0012.000.0018.310-31.40C25钻12.0013.0012.000.0018.310-41.40C25钻12.0013.0012.000.0018.310-51.40C25钻12.0013.0012.000.0

15、018.310-61.40C25钻12.0013.0012.000.0018.310-71.40C25钻12.0013.0012.000.0018.310-81.40C25钻12.0013.0012.000.0018.311-11.40C25钻12.009.009.00-3.000.7513.851-21.40C25钻12.009.009.00-3.000.7513.851-31.40C25钻12.000.0012.000.000.0018.461-41.40C25钻12.0010.0010.00-2.000.8315.392-11.40C25钻12.0011.2011.20-0.800.93

16、17.232-21.40C25钻12.0011.0011.00-1.000.9216.922-31.40C25钻12.0010.8010.80-1.200.9016.622-41.40C25钻12.0010.6010.60-1.400.8816.313-11.40C25钻11.6210.4010.40-1.220.9016.003-21.40C25钻11.8410.2010.20-1.640.8615.693-31.40C25钻12.0012.0012.000.001.0018.463-41.40C25钻12.2210.0010.00-2.220.8215.39K1+100 XXX大桥：6*4

17、0m预应力砼T梁左幅1-12.20C25钻18.0016.2018.00-1.800.9068.39左幅1-22.20C25钻18.0016.2018.00-1.800.9068.39左幅2-12.20C25钻23.0021.2021.20-1.800.9280.55左幅2-22.20C25钻23.0021.2021.20-1.800.9280.55左幅3-12.20C25钻28.0030.2028.002.20106.38左幅3-22.20C25钻28.0032.6028.004.60106.38左幅4-12.20C25钻18.0016.2016.20-1.800.9061.55左幅4-22

18、.20C25钻18.0016.2016.20-1.800.9061.55左幅5-12.00C25钻18.0016.2418.00-1.760.9056.52左幅5-22.00C25钻18.0016.2416.24-1.760.9050.99右幅1-32.20C25钻18.0016.2016.20-1.800.9061.55右幅1-42.20C25钻18.0016.2016.20-1.800.9061.55右幅2-32.20C25钻18.0016.2016.20-1.800.9061.55右幅2-42.20C25钻18.0016.2016.20-1.800.9061.55右幅3-32.20C25

19、钻30.0033.7030.003.70113.98右幅3-42.20C25钻30.0031.7030.001.70113.98右幅4-32.20C25钻18.0016.2016.20-1.800.9061.55右幅4-42.20C25钻18.0018.2018.000.2068.39右幅5-32.00C25钻18.0016.4016.40-1.600.9151.50右幅5-42.00C25钻18.0018.4018.000.401.0056.52K2+110 XXX大桥：7*40m预应力砼T梁左幅1-12.20C25钻15.000.0015.000.001.0056.99左幅1-22.20C

20、25钻15.000.0015.000.001.0056.99左幅2-12.20C25钻17.0015.2015.20-1.800.8957.75左幅2-22.20C25钻17.0015.2015.20-1.800.8957.75左幅3-12.20C25钻21.0019.2019.20-1.800.9172.95左幅3-22.20C25钻21.0019.2019.20-1.800.9172.95左幅4-12.20C25钻15.0013.2013.20-1.800.8850.15左幅4-22.20C25钻15.0013.2013.20-1.800.8850.15左幅5-12.20C25钻18.00

21、18.00-18.0068.39左幅5-22.20C25钻18.0018.00-18.0068.39左幅6-12.20C26钻21.0021.00-21.001.0079.79左幅6-22.20C27钻21.0021.00-21.001.0079.79右幅1-32.20C25钻15.0013.2013.20-1.800.8850.15右幅1-42.20C25钻15.0013.2013.20-1.800.8850.15右幅2-32.20C25钻17.0015.2015.20-1.800.8957.75右幅2-42.20C25钻17.0015.2015.20-1.800.8957.75右幅3-32

22、.20C25钻17.0015.2015.20-1.800.8957.75右幅3-42.20C25钻17.0015.2015.20-1.800.8957.75右幅4-32.20C25钻23.0021.2021.20-1.800.9280.55右幅4-42.20C25钻23.0021.2021.20-1.800.9280.55右幅5-32.20C25钻18.0018.00-18.000.0068.39右幅5-42.20C25钻18.0018.00-18.000.0068.39右幅6-32.20C26钻21.0021.001.0079.79右幅6-42.20C27钻21.0021.001.0079.

23、79K3+750 XX大桥：11*40m预应力砼T梁左幅1-11.80C25钻25.0025.0025.000.001.0063.59左幅1-21.80C25钻25.0025.0025.000.001.0063.59左幅1-51.80C25钻25.0025.0025.000.001.0063.59左幅1-61.80C25钻25.0025.0025.000.001.0063.59左幅2-11.80C25钻25.0025.0025.000.001.0063.59左幅2-21.80C25钻25.0025.0025.000.001.0063.59左幅2-51.80C25钻25.0025.0025.00

24、0.001.0063.59左幅2-61.80C25钻25.0025.0025.000.001.0063.59左幅3-11.80C25钻25.0025.000.001.0063.59左幅3-21.80C25钻25.000.0025.000.001.0063.59左幅3-51.80C25钻25.000.0025.000.001.0063.59左幅3-61.80C25钻25.000.0025.000.001.0063.59左幅4-11.80C25钻25.0025.0025.000.001.0063.59左幅4-21.80C25钻25.0025.0025.000.001.0063.59左幅4-51.8

25、0C25钻25.0025.0025.000.001.0063.59左幅4-61.80C25钻25.0025.0025.000.001.0063.59左幅5-11.80C25钻25.0025.0025.000.001.0063.59左幅5-21.80C25钻25.0025.0025.000.001.0063.59左幅5-51.80C25钻25.0025.0025.000.001.0063.59左幅5-61.80C25钻25.0025.0025.000.001.0063.59左幅6-12.20C25钻21.000.000.00-21.001.000.00左幅6-22.20C25钻21.000.00

26、0.00-21.001.000.00左幅7-12.20C25钻21.0019.2019.20-1.800.9172.95左幅7-22.20C25钻21.000.000.00-21.001.000.00左幅8-12.20C25钻21.0019.2019.20-1.800.9172.95左幅8-22.20C25钻21.0021.0021.000.001.0079.79左幅9-12.20C25钻21.0018.8018.80-2.200.9071.43左幅9-22.20C25钻21.0020.6020.60-0.400.9878.27左幅10-12.00C25钻21.0019.2019.20-1.8

27、00.9160.29左幅10-22.00C25钻21.0019.2019.20-1.800.9160.29右幅1-31.80C25钻25.0025.0025.000.001.0063.59右幅1-41.80C25钻25.0025.0025.000.001.0063.59右幅1-71.80C25钻25.0025.0025.000.001.0063.59右幅1-81.80C25钻25.0025.0025.000.001.0063.59右幅2-32.00C25钻25.0025.0025.000.001.0078.50右幅2-42.00C25钻25.0025.0025.000.001.0078.50右

28、幅2-72.00C25钻25.0025.0025.000.001.0078.50右幅2-82.00C25钻25.0025.0025.000.001.0078.50右幅3-32.20C25钻38.000.0038.000.001.00144.38右幅3-42.20C25钻38.000.0038.000.001.00144.38右幅3-72.20C25钻38.000.0038.000.001.00144.38右幅3-82.20C25钻38.000.0038.000.001.00144.38右幅4-31.80C25钻25.0025.9025.000.901.0063.59右幅4-41.80C25钻2

29、5.0025.0025.000.001.0063.59右幅4-71.80C25钻25.0025.0025.000.001.0063.59右幅4-81.80C25钻25.0025.0025.000.001.0063.59右幅5-31.80C25钻25.0025.0025.000.001.0063.59右幅5-41.80C25钻25.0025.0025.000.001.0063.59右幅5-71.80C25钻25.0025.0025.000.001.0063.59右幅5-81.80C25钻25.0025.0025.000.001.0063.59右幅6-32.20C25钻21.0019.2019.2

30、0-1.800.9172.95右幅6-42.20C25钻21.000.0021.00-21.001.0079.79右幅7-32.20C25钻21.000.0021.00-21.001.0079.79右幅7-42.20C25钻21.000.0021.00-21.001.0079.79右幅8-32.20C25钻21.000.0021.00-21.001.0079.79右幅8-42.20C25钻21.000.0021.00-21.001.0079.79右幅9-32.20C25钻21.0019.2019.20-1.800.9172.95右幅9-42.10C25钻21.0019.2019.20-1.80

31、0.9166.47右幅10-12.00C25钻21.0021.0021.000.001.0065.94右幅10-22.00C25钻21.0019.2019.20-1.800.9160.29K0+945跨线桥：左幅27+36+30m、右幅30+26+27m预应力砼箱梁左幅1-11.20C25钻12.0012.0012.000.000.0013.56左幅1-21.20C25钻12.0012.0012.000.000.0013.56左幅2-11.20C25钻12.0012.0012.000.000.0013.56左幅2-21.20C25钻12.0012.0012.000.000.0013.56右幅1

32、-31.20C25钻12.0012.0012.000.000.0013.56右幅1-41.20C25钻12.0012.0012.000.000.0013.56右幅2-31.20C25钻12.0012.0012.000.000.0013.56右幅2-41.20C25钻12.0012.0012.000.000.0013.56XXX分离式立交K8+125：3*20m预应力砼空心板左幅1-11.40C25钻12.000.0012.000.0018.46左幅1-21.40C25钻12.000.0012.000.0018.46左幅2-11.40C25钻12.000.0012.000.0018.46左幅2-

33、21.40C25钻12.000.0012.000.0018.46右幅1-31.40C25钻12.000.0012.000.0018.46右幅1-41.40C25钻12.000.0012.000.0018.46右幅2-31.40C25钻12.000.0012.000.0018.46右幅2-41.40C25钻12.000.0012.000.0018.46合合计计403-1 基础钢筋（材）（包括灌注桩、支撑梁、地系梁、桩帽、承台、沉桩、沉井等403-1-a 光圆钢筋（I级）（Kg）52179.01403-1-b带肋钢筋（HRB335、HRB400）（Kg）472117.34407-1-d C25混凝

34、土7770.76注：审定桩长：原则按第三方桩检报告桩长计算，才能反映出现场实际情况，若桩基无检测报告直接审减；无变更批复情况时，检测桩长比设计桩长高，以设计桩长计算。403-1-b 带肋钢筋（HRB335、HRB400）（Kg）1012162022252832234.001189.00234.001189.00234.001189.00234.001189.00234.001189.00234.001189.00234.001189.00234.001189.00130.5819.8851.53831.98130.5819.8851.53831.98174.1026.5068.701109.3

35、0145.0822.0857.25924.42162.4924.7364.121035.35159.5924.2962.981016.86156.6923.8561.83998.37153.7923.4160.69979.88161.3720.3252.721068.91155.3319.5650.741028.87180.3022.7058.901194.30147.5518.5848.20977.33339.3925.11127.623130.20339.3925.11127.623130.20441.0531.71159.744096.21441.0531.71159.744096.21

36、579.8043.40220.505410.00579.8043.40220.505410.00339.3925.11127.623130.20339.3925.11127.623130.20307.7525.17115.302824.32307.7525.17115.302824.32339.3925.11127.623130.20339.3925.11127.623130.20339.3925.11127.623130.20339.3925.11127.623130.20620.3046.50236.305796.40620.3046.50236.305796.40339.3925.111

37、27.623130.20377.1027.90141.803478.00310.7825.42116.442852.14XXXX合合同同段段桥桥梁梁（桩桩基基）审审核核明明细细表表基础钢筋（包括灌注桩、承台、沉桩、沉井等）403-1-a 光圆钢筋（I级）（Kg）341.1027.90127.803130.40316.4021.70110.302898.40316.4021.70110.302898.40319.1122.17112.662937.00319.1122.17112.662937.00400.3728.34144.003709.81400.3728.34144.003709.812

38、78.4319.1097.062550.59278.4319.1097.062550.59377.1027.90141.803478.00377.1027.90141.803478.00437.9031.00157.504057.60437.9031.00157.504057.60278.4319.1097.062550.59278.4319.1097.062550.59319.1122.17112.662937.00319.1122.17112.662937.00319.1122.17112.662937.00319.1122.17112.662937.00441.0531.43159.74

39、4096.21441.0531.43159.744096.21377.1027.90141.803478.00377.1027.90141.803478.00437.9031.00157.504057.60437.9031.00157.504057.60482.8040.30164.404094.30482.8040.30164.404094.30482.8040.30164.404094.30482.8040.30164.404094.30539.1040.30184.604606.10539.1040.30184.604606.10539.1040.30184.604606.10539.1

40、040.30184.604606.10539.1040.30184.604606.10539.1040.30184.604606.10539.1040.30184.604606.10539.1040.30184.604606.10482.8040.30164.404094.30482.8040.30164.404094.30482.8040.30164.404094.30482.8040.30164.404094.30482.8040.30164.404094.30482.8040.30164.404094.30482.8040.30164.404094.30482.8040.30164.40

41、4094.30437.9031.00157.504057.60437.9031.00157.504057.60400.3728.34144.003709.81437.9031.00157.504057.60400.3728.34144.003709.81437.9031.00157.504057.60392.0227.75141.003632.52429.5630.41154.503980.31362.1528.34129.833338.97362.1528.34129.833338.97482.8040.30164.404094.30482.8040.30164.404094.30482.8

42、040.30164.404094.30482.8040.30164.404094.30539.1040.30184.604606.10539.1040.30184.604606.10539.1040.30184.604606.10539.1040.30184.604606.10777.4061.90284.006866.60777.4061.90284.006866.60777.4061.90284.006866.60777.4061.90284.006866.60482.8040.30164.404094.30482.8040.30164.404094.30482.8040.30164.40

43、4094.30482.8040.30164.404094.30482.8040.30164.404094.30482.8040.30164.404094.30482.8040.30164.404094.30482.8040.30164.404094.30400.3728.34144.003709.81437.9031.00157.504057.60437.9031.00157.504057.60437.9031.00157.504057.60437.9031.00157.504057.60437.9031.00157.504057.60400.3728.34144.003709.81400.3

44、728.34144.003709.81396.1031.00142.003652.00362.1528.34129.833338.97165.3017.7056.301116.50165.3017.7057.301116.50165.3017.7058.301116.50165.3017.7059.301116.50165.3017.7060.301116.50165.3017.7061.301116.50165.3017.7062.301116.50165.3017.7063.301116.50141.1026.5068.701109.30141.1026.5068.701109.30141

45、.1026.5068.701109.30141.1026.5068.701109.30141.1026.5068.701109.30141.1026.5068.701109.30141.1026.5068.701109.30141.1026.5068.701109.3052179.0152179.014121.424121.4218066.2418066.2439315.9439315.94410613.75410613.7552179.01472117.347770.76审定桩长：原则按第三方桩检报告桩长计算，才能反映出现场实际情况，若桩基无检测报告直接审减；无变更批复情况时，检测桩长比设计

46、桩长高，以设计桩长计算。407-1-dC25混凝土备注或变更情况18.3118.3118.3118.3118.3118.3118.3118.3113.8513.8518.46无桩检报告15.3917.2316.9216.6216.3116.0015.6918.4615.3968.3968.3980.5580.55106.38106.3861.5561.5556.5250.9961.5561.5561.5561.55113.98113.9861.5568.3951.5056.520.000.0056.99无桩检报告56.99无桩检报告57.7557.7572.9572.9550.1550.156

47、8.39无桩检报告68.39无桩检报告79.79无桩检报告79.79无桩检报告50.1550.1557.7557.7557.7557.7580.5580.5568.39无桩检报告68.39无桩检报告79.79无桩检报告79.79无桩检报告0.000.0063.5963.5963.5963.5963.5963.5963.5963.5963.59无桩检报告63.59无桩检报告63.59无桩检报告63.59无桩检报告63.5963.5963.5963.5963.5963.5963.5963.590.00无桩检报告0.00无桩检报告72.950.00无桩检报告72.9579.7971.4378.276

48、0.2960.2963.5963.5963.5963.5978.5078.5078.5078.50144.38无桩检报告144.38无桩检报告144.38无桩检报告144.38无桩检报告63.5963.5963.5963.5963.5963.5963.5963.5972.9579.79无桩检报告79.79无桩检报告79.79无桩检报告79.79无桩检报告79.79无桩检报告72.9566.4765.9460.290.000.0013.5613.5613.5613.5613.5613.5613.5613.5618.46无桩检报告18.46无桩检报告18.46无桩检报告18.46无桩检报告18.4

49、6无桩检报告18.46无桩检报告18.46无桩检报告18.46无桩检报告7770.767770.76抗抗滑滑桩桩工工程程数数量量表表序号桩号部位规格抗滑桩长H（m）不不分分规规格格钢钢筋筋（KgKg）挡土板钢筋计算式A类1K1+100左侧 1号抗滑桩2.2.0m21.49(54.84+16.43+15.2)*544669.382K1+100左侧 2号抗滑桩2.2.0m21.73K1+100左侧 3号抗滑桩2.2.0m21.74K1+100左侧 4号抗滑桩2.2.0m21.95K1+100左侧 5号抗滑桩2.2.0m23.826K1+100左侧 6号抗滑桩2.2.0m23.827K1+100左侧

50、 7号抗滑桩2.2.0m23.58K1+100左侧 8号抗滑桩2.2.0m249K1+100左侧 9号抗滑桩2.2.0m2110K1+100左侧 10号抗滑桩2.2.0m18220.93220.9313241.2713241.27注：经现场核查挡土板个数。1#至10#之间以此为19.19.16.19.18.16.15.15.14共计151.其中A类54 B类97细细目目号号细细目目名名称称单单位位数数量量214-1-a214-1-a开开挖挖土土石石方方m3m3822822214-1-b214-1-b钢钢筋筋（不不分分规规格格）kgkg148646.56148646.56214-1-d214-1