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1、路基土石方數(shù)量計算表第 1 頁 共 5 頁樁 號橫 斷 面距離(m)挖 方 分 類 及 數(shù) 量 (m3)填 方 數(shù) 量(m3)利 用 方 數(shù) 量 及 調(diào) 配(m3)借 方 數(shù) 量棄 方 數(shù) 量備 注面 積總數(shù)量土石(m3)及運距(m3)及運距(m2)本樁利用填 缺挖 余遠運利用及縱向調(diào)配示意(Km)(Km)挖方填方%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量總數(shù)量土石土石土石土石土石土石12356789101112131415161718192021222324252627282930313233K0+00020.048.241K0+02035.687 13.04920557.2720 111.45
2、60 334.362 20 111.454212.9212.9212.9344.37K0+04091.911 0.501201275.9820255.260 765.588 20 255.196135.5135.5135.51140.48K0+060130.4202223.1520 444.63 60 1333.89 20444.635.015.015.012218.14K0+080133.79202641.9520 528.39 60 1585.17 20528.392641.95土10466.7至k0+240K0+10094.487 27.706202282.7820 456.56 60
3、1369.67 20 456.556277.06277.06277.062005.72K0+12058.867 8.563201533.5420 306.71 60 920.124 20 306.708362.69362.69362.691170.85K0+14029.743 17.17920886.120 177.22 60531.6620177.22257.42257.42257.42628.68K0+159.90723.162 4.105 19.907 526.58992 20 105.32 60 315.954 20 105.318211.85029 211.8503211.85314
4、.74K0+16023.018 4.0740.0932.1473720 0.4295 60 1.28842 20 0.429470.3803235 0.3803230.380321.76705K0+1800.89469.6620239.1220 47.824 60 143.472 2047.824737.34737.34239.12498.22K0+2000.985 194.762018.79203.7586011.274203.7582644.232644.2318.792625.44K0+2200.995 197.072019.8203.966011.88203.963918.343918
5、.3419.83898.54K0+2400.998 180.142019.93203.9866011.958203.9863772.143772.1419.933752.21K0+2600.987 119.512019.85203.976011.91203.972996.542996.5419.852976.69 由k0+300借方300.13至K0+260K0+279.9071.008 41.637 19.907 19.857232 20 3.9714 60 11.9143 20 3.971451603.9866 1603.98719.85721584.13土936.27至K0+260K0+
6、2801.008 41.209 0.0930.09374420 0.0187 60 0.05625 20 0.018753.8523393.8523390.093743.7586 土2238.3至K0+279K0+3001.195.3662021.98204.3966013.188204.396465.75465.7521.98443.77 土301.8至K0+300K0+3209.6660.50320108.5620 21.712 6065.1362021.71258.6958.6958.6949.87土1339.26至k0+280K0+34016.0320256.9620 51.392 6
7、0 154.176 2051.3925.035.035.03251.93K0+360145.65920170.32034.0660102.182034.06456.59456.59170.3286.29K0+3801.082 48.9512020.82204.1646012.492204.164946.1946.120.82925.28K0+4000.981 25.1072020.63204.1266012.378204.126740.58740.5820.63719.95K0+4203.4429.9932044.23208.8466026.538208.84635135144.23306.7
8、7K0+44015.6720.3520191.1420 38.228 60 114.684 2038.228103.43103.43103.4387.71K0+46022.420.41520380.9220 76.184 60 228.552 2076.1847.657.657.65373.27K0+48025.52420479.4420 95.888 60 287.664 2095.8884.154.154.15475.29小 計13961.9282792.48377.162792.3920278.2120278.212257.161802111704.8累 計13961.9282792.4
9、8377.162792.3920278.2120278.212257.161802111704.8編制：復核：路基土石方數(shù)量計算表第 2 頁 共 5 頁樁 號橫 斷 面距離(m)挖 方 分 類 及 數(shù) 量 (m3)填 方 數(shù) 量(m3)利 用 方 數(shù) 量 及 調(diào) 配(m3)借 方 數(shù) 量棄 方 數(shù) 量備 注面 積總數(shù)量土石(m3)及運距(m3)及運距(m2)本樁利用填 缺挖 余遠運利用及縱向調(diào)配示意(Km)(Km)挖方填方%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量總數(shù)量土石土石土石土石土石土石123567891011121314151617181920212223242526272829303132
10、33K0+48025.524K0+50026.263.16220517.8420 103.57 60 310.704 20 103.56831.6231.6231.62486.22K0+52025.887 4.99820521.4720 104.29 60 312.882 20 104.29481.681.681.6439.87K0+54017.261 5.27420431.4820 86.296 60 258.888 2086.296102.72102.72102.72328.76K0+5606.463 10.00920237.2420 47.448 60 142.344 2047.4481
11、52.83152.83152.8384.41K0+5801.751 20.5312082.1420 16.428 6049.2842016.428305.4305.482.14223.26K0+597.4173.443 30.864 17.417 45.231949 20 9.0464 60 27.1392 20 9.04639447.57336 447.573445.2319402.341K0+6003.771 33.184 2.5839.31688120 1.8634 60 5.59013 20 1.8633882.717992 82.717999.3168873.4011K0+6201.
12、013 23.2182047.84209.5686028.704209.568564.02564.0247.84516.18K0+6401.007 27.0482020.2204.046012.12204.04502.66502.6620.2482.46K0+6602.067 30.2062030.74206.1486018.444206.148572.54572.5430.74541.8K0+6801.688 26.8212037.55207.516022.53207.51570.27570.2737.55532.72 土5788.41至K0+700K0+7001.614 32.894203
13、3.02206.6046019.812206.604597.15597.1533.02564.13K0+717.4171.596 37.339 17.417 27.954285 20 5.5909 60 16.7726 20 5.59086611.62408 611.624127.9543583.67K0+717.6071.598 37.3620.190.3034320 0.0607 60 0.18206 20 0.060697.0965957.0965950.303436.79316K0+7201.649 37.285 2.393 3.8850355 200.77760 2.33102 20
14、 0.7770189.315136 89.315143.8850485.4301K0+7401.142 35.8762027.91205.5826016.746205.582731.61731.6127.91703.7K0+7602.005 32.7242031.47206.2946018.882206.29468668631.47654.53K0+7800.938 10.7862029.43205.8866017.658205.886435.1435.129.43405.67K0+8009.0010.3852099.3920 19.878 6059.6342019.878111.71111.
15、7199.3912.32K0+82019.67920286.82057.3660172.082057.363.853.853.85282.95K0+820.60719.7080.607 11.953954 20 2.3908 60 7.17237 20 2.3907911.954K0+84047.50619.393 651.74055 20 130.35 60 391.044 20 130.348651.741K0+86056.125201036.3120 207.26 60 621.786 20 207.2621036.31K0+88087.39201435.1520 287.03 6086
16、1.0920287.031435.15K0+900119.35202067.4320 413.49 60 1240.46 20 413.4862067.43K0+920133.1202524.5820 504.92 60 1514.75 20 504.9162524.58 土2221.7至K0+920小 計10248.3762049.76149.032049.686687.4072 6687.407899.0025788.419349.37累 計24210.3044842.114526.24842.0626965.617 26965.623156.1623809.521054.1編制：復核：路
17、基土石方數(shù)量計算表第 3 頁 共 5 頁樁 號橫 斷 面距離(m)挖 方 分 類 及 數(shù) 量 (m3)填 方 數(shù) 量(m3)利 用 方 數(shù) 量 及 調(diào) 配(m3)借 方 數(shù) 量棄 方 數(shù) 量備 注面 積總數(shù)量土石(m3)及運距(m3)及運距(m2)本樁利用填 缺挖 余遠運利用及縱向調(diào)配示意(Km)(Km)挖方填方%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量總數(shù)量土石土石土石土石土石土石12356789101112131415161718192021222324252627282930313233K0+920133.1K0+940126.58202596.8220 519.36 60 1558.09 2
18、0 519.3642596.82K0+960145.57202721.4220 544.28 60 1632.85 20 544.2842721.42K0+980161.86203074.2220 614.84 60 1844.53 20 614.8443074.22K1+000140.66203025.1320 605.03 60 1815.08 20 605.0263025.13K1+02089.464202301.220 460.24 60 1380.72 20460.242301.2K1+0401.157 10.06920906.2120 181.24 60 543.726 20 18
19、1.242100.69100.69100.69805.52K1+050.2970.936 21.639 10.297 10.775811 20 2.1552 60 6.46549 20 2.15516163.24864 163.248610.7758152.473K1+0600.979 27.765 9.703 9.2906225 20 1.8581 60 5.57437 20 1.85812239.68351 239.68359.29062230.393K1+0800.995 38.8942019.74203.9486011.844203.948666.59666.5919.74646.85
20、K1+1000.973 34.5792019.68203.9366011.808203.936734.73734.7319.68715.05土2400.93至K1+100K1+1201.923 26.9562028.96205.7926017.376205.792615.35615.3528.96586.39K1+1403.4617.0492053.8420 10.768 6032.3042010.768340.05340.0553.84286.21K1+153.2977.8875.888 13.297 75.447178 20 15.089 60 45.2683 20 15.089486.0
21、11645 86.0116475.447210.5645K1+16010.673 5.2496.70362.2038420 12.441 60 37.3223 20 12.440837.325655 37.3256637.325724.8782K1+18019.765 4.14620304.3820 60.876 60 182.628 2060.87693.9593.9593.95210.43K1+20012.745 4.51220325.12065.0260195.062065.0286.5886.5886.58238.52K1+22014.145 1.84620268.92053.7860
22、161.342053.7863.5863.5863.58205.32K1+24051.27620654.2120 130.84 60 392.526 20 130.84218.4618.4618.46635.75K1+26054.93201062.0620 212.41 60 637.236 20 212.4121062.06K1+28030.04720849.7720 169.95 60 509.862 20 169.954849.77K1+3000.943 18.78920309.92061.9860185.942061.98187.89187.89187.89122.01K1+3201.
23、081 74.3982020.24204.0486012.144204.048931.87931.8720.24911.63822.03K1+3401.014 81.3032020.95204.196012.57204.191557.011557.0120.951536.06 土3329.47至K1+340K1+3601.053 44.5512020.67204.1346012.402204.1341258.541258.5420.671237.87K1+3801.0394.1352020.92204.1846012.552204.184486.86486.8620.92465.94土19.2
24、7至K1+380K1+4005.1280.1052061.6720 12.334 6037.0022012.33442.442.442.419.27小 計18823.7073764.711294.23764.747710.8194 7710.819931.3896779.4317892.3累 計43034.0128606.825820.48606.834676.436 34676.444087.5530588.938946.5編制：復核：路基土石方數(shù)量計算表第 4 頁 共 5 頁樁 號橫 斷 面距離(m)挖 方 分 類 及 數(shù) 量 (m3)填 方 數(shù) 量(m3)利 用 方 數(shù) 量 及 調(diào) 配(
25、m3)借 方 數(shù) 量棄 方 數(shù) 量備 注面 積總數(shù)量土石(m3)及運距(m3)及運距(m2)本樁利用填 缺挖 余遠運利用及縱向調(diào)配示意(Km)(Km)挖方填方%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量總數(shù)量土石土石土石土石土石土石12356789101112131415161718192021222324252627282930313233K1+4005.1280.105K1+4201.923 29.0082070.5120 14.102 6042.3062014.102291.13291.1370.51220.62 土822.03至K1+430K1+4401.651 131.942035.7420
26、7.1486021.444207.1481609.431609.4335.741573.69K1+440.2891.654 134.46 0.289 0.4775725 20 0.0955 60 0.28654 20 0.0955138.493355 38.493350.4775738.0158 土9827.49至K1+470K1+4600.906 293.35 19.711 25.23008205.0466015.13820 5.046024216.2026 4216.20325.23014190.97K1+4800.998 344.362019.04203.8086011.424203.8
27、086377.066377.0619.046358.02K1+5000.826 324.182018.24203.6486010.944203.6486685.396685.3918.246667.15K1+5201.049 169.592018.75203.756011.25203.754937.734937.7318.754918.98 土856.06至K1+500K1+520.2891.049 168.11 0.2890.30316120 0.0606 600.181920 0.0606348.797505 48.797510.3031648.4943 土15634至K1+520K1+5
28、400.921 74.095 19.711 19.415335 20 3.8831 60 11.6492 20 3.883072387.0122387.01219.41532367.6K1+5601.026 18.5562019.47203.8946011.682203.894926.51926.5119.47907.04K1+5803.2130.5832042.39208.4786025.434208.478191.39191.3942.39149K1+60025.77520289.8820 57.976 60 173.928 2057.9765.835.835.83284.05K1+620
29、51.90320776.7820 155.36 60 466.068 20 155.356776.78K1+64055.745201076.4820215.360 645.888 20 215.2961076.48K1+66043.6420993.8520 198.77 60596.3120198.77993.85K1+68031.8220754.620 150.92 60452.7620150.92754.6K1+70017.60420494.2420 98.848 60 296.544 2098.848494.24K1+72016.14320337.4720 67.494 60 202.4
30、82 2067.494337.47K1+74022.96520391.0820 78.216 60 234.648 2078.216391.08K1+76047.28720702.5220140.560 421.512 20 140.504702.52K1+78071.945201192.3220 238.46 60 715.392 20 238.4641192.32K1+792.06895.1612.068 1008.3116 20 201.66 60 604.987 20 201.6621008.31K1+800110.377.932 815.14388 20 163.03 60 489.
31、086 20 163.029815.144K1+820127.02202373.9720 474.79 60 1424.38 20 474.7942373.97K1+840113.1202401.1920 480.24 60 1440.71 20 480.2382401.19K1+86090.111202032.0620 406.41 60 1219.24 20 406.4122032.06小 計15909.4623181.99545.683181.8927714.975 27714.98275.39627439.615634.1累 計58943.4731178935366.111788.76
32、2391.412 62391.414362.9558028.554580.5編制：復核：路基土石方數(shù)量計算表第 5 頁 共 5 頁樁 號橫 斷 面距離(m)挖 方 分 類 及 數(shù) 量 (m3)填 方 數(shù) 量(m3)利 用 方 數(shù) 量 及 調(diào) 配(m3)借 方 數(shù) 量棄 方 數(shù) 量備 注面 積總數(shù)量土石(m3)及運距(m3)及運距(m2)本樁利用填 缺挖 余遠運利用及縱向調(diào)配示意(Km)(Km)挖方填方%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量總數(shù)量土石土石土石土石土石土石12356789101112131415161718192021222324252627282930313233K1+86090.
33、111K1+872.06873.14412.068 985.08067 20 197.02 60 591.048 20 197.016985.081K1+88060.6457.932 530.60717 20 106.12 60 318.364 20 106.121530.607K1+90015.895 7.34820765.420 153.08 60459.2420153.0873.4873.4873.48691.92棄方1358.9至K1+500K1+901.07513.782 8.6021.075 15.951388 20 3.1903 60 9.57083 20 3.190288.5731258.5731258.573137.37826小 計2297.0392459.411378.22459.40882.053125 82.0531382.05312214.99累 計61240.5131224836744.312248.162473.465 62473.46444558028.556795.5編制：復核：
土方計算表示例-含土石方調(diào)配
