土方計算表標準

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1、路基土石方數(shù)量計算表第 1 頁 共 11 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 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+00019.343K0+02016.31520356.5870 249.606 30 106.97

2、4356.58K0+04016.36620326.8170 228.767 3098.043326.81K0+06015.9420323.0670 226.142 3096.918323.06K0+08020.86220368.0270 257.614 30 110.406368.02K0+10027.76720486.2970 340.403 30 145.887486.292168.4運距160K0+12020.13720479.0470 335.328 30 143.712479.04K0+14015.3620354.9770 248.479 30 106.491354.97K0+160

3、1.1070.76820164.6770 115.269 3049.4017.687.687.68156.992168.4K0+1800.727 11.1062018.347012.838305.502118.74118.7418.34100.4K0+2000.719 21.3792014.467010.122304.338324.85324.8514.46310.39K0+2200.715 31.0482014.347010.038304.302524.27524.2714.34509.93K0+2400.7127.9882014.25709.975304.275590.36590.3614

4、.25576.11K0+2600.69136.832014.01709.807304.203648.18648.1814.01634.17K0+2800.714 67.4482014.05709.835304.2151042.781042.7814.051028.73K0+3000.743 98.6642014.577010.199304.3711661.121661.1214.571646.55 4806.3K0+4000.722 124.72大、中橋梁K0+4200.723 124.622014.457010.115304.3352493.322493.3214.452478.87K0+4

5、29.7670.722 120.83 9.767 7.056657570 4.93966 302.1171198.6551 1198.6557.056661191.6K0+4400.72116.14 10.233 7.377993705.1646302.21341212.4775 1212.4777.377991205.1K0+4600.721 112.162014.417010.087304.3232283.012283.0114.412268.6K0+4800.722 110.952014.437010.101304.3292231.082231.0814.432216.65K0+5000

6、.725 108.552014.477010.129304.3412194.942194.9414.472180.47K0+5200.726 111.272014.517010.157304.3532198.192198.1914.512183.68K0+529.7670.728 103.67 9.7677.10060970 4.97043 30 2.130181049.6693 1049.6697.100611042.57K0+5400.729 94.682 10.233 7.454740570 5.21832 30 2.236421014.8629 1014.8637.454741007.

7、41K0+5600.7273.4672014.497010.143304.3471681.491681.4914.49166717442小 計3079.212155.45923.76322475.675 22475.67227.4522248.22851.76累 計3079.212155.45923.76322475.675 22475.67227.4522248.22851.76從k1+600取土2439.9運距1360編制：復核：路基土石方數(shù)量計算表第 2 頁 共 11 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 配(m

8、3)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+5600.7273.467K0+5800.729 70.5942014.497010.143304.3471440.611440.6114.491426.12K0+589.8510.729 62.899 9.8517.18137970 5.02697 30 2

9、.15441657.51977 657.51987.18138650.338K0+6000.698 45.102 10.149 7.241311570 5.06892 30 2.17239548.05107 548.05117.24131540.81K0+6200.697 17.3162013.95709.765304.185624.18624.1813.95610.23K0+6400.708 17.9132014.05709.835304.215352.29352.2914.05338.24K0+6600.7214.4022014.28709.996304.284323.15323.1514

10、.28308.87K0+6800.7215.4412014.47010.08304.32298.43298.4314.4284.03K0+689.8510.718 18.307 9.8517.08286970 4.95801 30 2.12486166.22577 166.22587.08287159.143K0+7000.711 19.713 10.149 7.251460570 5.07602 30 2.17544192.93249 192.93257.25146185.681K0+7200.702 23.5632014.13709.891304.239432.76432.7614.134

11、18.63K0+7400.727 26.6582014.297010.003304.287502.21502.2114.29487.92K0+7600.707 37.4412014.347010.038304.302640.99640.9914.34626.65K0+7800.70247.752014.09709.863304.227851.91851.9114.09837.82K0+8000.718 49.5762014.2709.94304.26973.26973.2614.2959.06K0+8200.725 46.8182014.437010.101304.329963.94963.9

12、414.43949.51K0+8400.733 35.9332014.587010.206304.374827.51827.5114.58812.93K0+8600.7330.9512014.637010.241304.389668.84668.8414.63654.2110250K0+8800.7233.4932014.57010.15304.35644.44644.4414.5629.94K0+9000.7243.9772014.47010.08304.32774.7774.714.4760.3K0+9200.7243.6872014.47010.08304.32876.64876.641

13、4.4862.24K0+9400.7243.2252014.47010.08304.32869.12869.1214.4854.72K0+9600.718 45.4382014.387010.066304.314886.63886.6314.38872.25K0+9800.721 45.2562014.397010.073304.317906.94906.9414.39892.55K1+0000.714 35.0152014.357010.045304.305802.71802.7114.35788.36K1+0200.719 29.4772014.337010.031304.299644.9

14、2644.9214.33630.59K1+0400.7226.8132014.397010.073304.317562.9562.914.39548.516209.5小 計344.15702240.91103.24717433.809 17433.81344.15717089.7累 計3423.3672396.361027.0139909.484 39909.48571.60739337.92851.76從k1+600取土1313運距960編制：復核：路基土石方數(shù)量計算表第 3 頁 共 11 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)

15、量 及 調 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+0400.7226.813K1+0600.7218.1282014.47010.08304.32449.41449.4114.4435.01K1+0800.713 12.2792014.337010.031304.299304.07304.0

16、714.33289.74K1+1000.7116.3652014.23709.961304.269286.44286.4414.23272.21K1+1200.723 24.7752014.337010.031304.299411.4411.414.33397.07K1+1400.71427.772014.377010.059304.311525.45525.4514.37511.08K1+1600.7131.9472014.24709.968304.272597.17597.1714.24582.93K1+1800.714 36.4522014.24709.968304.272683.996

17、83.9914.24669.75K1+2000.709 29.5142014.23709.961304.269659.66659.6614.23645.43K1+2200.712 28.0652014.21709.947304.263575.79575.7914.21561.58K1+2400.712 38.5552014.24709.968304.272666.2666.214.24651.96K1+2600.719 37.8182014.317010.017304.293763.73763.7314.31749.42K1+2800.71621.022014.357010.045304.30

18、5588.38588.3814.35574.03K1+3000.717 14.2482014.337010.031304.299352.68352.6814.33338.35K1+3209.2946.14420100.117070.0773030.033203.92203.92100.11103.81K1+3402.0937.65120113.877079.7093034.161137.95137.95113.8724.08K1+3602.239.6722043.237030.2613012.969173.23173.2343.23130K1+3800.7336.7562029.637020.

19、741308.889164.28164.2829.63134.65K1+396.4220.7481.285 16.422 12.16049170 8.51234 30 3.6481566.024651 66.0246512.160553.8642K1+4000.6971.7443.5782.58510570 1.80957 30 0.775535.4188815.4188812.58512.83378K1+4201.7022.5082023.997016.793307.19742.5242.5223.9918.53K1+4400.699 12.6532024.017016.807307.203

20、151.61151.6124.01127.6K1+4600.711 37.6142014.1709.87304.23502.67502.6714.1488.57K1+4800.725 31.4032014.367010.052304.308690.17690.1714.36675.81K1+496.4220.711 27.781 16.422 11.790996708.2537303.5373485.95982 485.959811.791474.169K1+5000.705 24.924 3.5782.53322470 1.77326 30 0.7599794.289245 94.28924

21、2.5332291.756K1+5200.784 12.4682014.897010.423304.467373.92373.9214.89359.03小 計593.06982415.149177.9219956.3326 9956.333593.079363.26累 計4016.43682811.511204.9349865.816 49865.821164.6848701.12851.76從k1+600取土367運距380編制：復核：路基土石方數(shù)量計算表第 4 頁 共 11 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 配

22、(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+5200.784 12.468K1+5400.7374.0662015.217010.647304.563165.34165.3415.21150.13K1+5601.0698.52018.067012.642305.418125.66125.6618.0

23、6107.6K1+5800.7239.7022017.927012.544305.376182.02182.0217.92164.1K1+6000.732 13.0362014.557010.185304.365227.38227.3814.55212.83K1+6200.7329.9622014.647010.248304.392229.98229.9814.64215.34K1+6407.7992085.317059.7173025.59399.6299.6285.3114.31864.31K1+66010.34920181.4870 127.036 3054.444181.48K1+68

24、06.01520163.6470 114.548 3049.092163.64K1+699.7350.724.5119.735 66.45761270 46.5203 30 19.937344.502425 44.5024244.502421.9552 367.08K1+7000.724.6670.2650.190870 0.13356 30 0.057241.2159525 1.2159530.19081.02515K1+7200.726.0762014.47010.08304.32107.43107.4314.493.03K1+7400.738 18.1632014.587010.2063

25、04.374242.39242.3914.58227.81K1+7600.7311.2272014.687010.276304.404293.9293.914.68279.22K1+7800.6995.3262014.297010.003304.287165.53165.5314.29151.24K1+799.7352.5381.394 19.735 31.94109770 22.3588 30 9.5823366.309666.309631.941134.3685 464.83K1+8002.531.4060.2650.6715170 0.47006 30 0.201450.3710.371

26、0.3710.30051K1+8201.4842.2642040.147028.0983012.04236.736.736.73.443.7405K1+8401.2524.9682027.367019.152308.20872.3272.3227.3644.96K1+8600.736.4512019.827013.874305.946114.19114.1919.8294.37139.33K1+88011.243 0.05320119.737083.8113035.91965.0465.0465.0454.69K1+9002.6523.59220138.957097.2653041.68536

27、.4536.4536.45102.5157.19K1+9200.711 13.7022033.637023.5413010.089172.94172.9433.63139.31K1+9400.726 26.8872014.377010.059304.311405.89405.8914.37391.52K1+9600.7349.9692014.567010.192304.368768.56768.5614.56754K1+9800.734 79.3052014.647010.248304.3921292.741292.7414.641278.1K2+0000.731 79.3722014.657

28、010.255304.3951586.771586.7714.651572.124135小 計1105.871774.11331.7616503.2496503.249577.8655925.38528.006累 計5122.30793585.621536.6956369.065 56369.071742.5454626.53379.77321.87運距40棄方45.21至k1+250運距430從k1+600取土484.83運距1803.74棄方至k1+250139.33運距40棄方17.86至k1+250運距640從k1+600取土200.8運距370編制：復核：路基土石方數(shù)量計算表第 5

29、頁 共 11 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 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12356789101112131415161718192021222324252627282930313233K2+0000.731 79.372K2+0200.725 43.5462014.567010.192304.3681229.181

30、229.1814.561214.62K2+0400.728 17.9592014.537010.171304.359615.05615.0514.53600.52K2+0606.9542076.827053.7743023.046179.59179.5976.82102.77K2+08014.08720210.4170 147.287 3063.123210.41K2+10011.82120259.0870 181.356 3077.724259.08K2+1200.7136.07120125.347087.7383037.60260.7160.7160.7164.63534.12K2+140

31、0.717 23.4252014.37010.01304.29294.96294.9614.3280.66K2+1600.7232.7762014.377010.059304.311562.01562.0114.37547.64K2+1800.7239.2382014.47010.08304.32720.14720.1414.4705.741534K2+2000.718 41.8252014.387010.066304.314810.63810.6314.38796.25K2+2200.722 30.7162014.47010.08304.32725.41725.4114.4711.01K2+

32、2400.724 19.1522014.467010.122304.338498.68498.6814.46484.22K2+2600.7235.342014.477010.129304.341244.92244.9214.47230.452221.9K2+2805.6710.0442063.947044.7583019.18253.8453.8453.8410.1K2+30018.27920239.570167.653071.850.440.440.44239.06K2+32018.73220370.1170 259.077 30 111.033370.11K2+34016.21420349

33、.4670 244.622 30 104.838349.46K2+36014.29920305.1370 213.591 3091.539305.13K2+371.67315.04211.673 171.2487570 119.874 30 51.3746171.249K2+38014.3048.327 122.1820770 85.5274 30 36.6546122.182K2+4004.671.68320189.7470 132.818 3056.92216.8316.8316.83172.91K2+4200.708 16.9892053.787037.6463016.134186.72

34、186.7253.78132.94K2+4400.73726.912014.457010.115304.335438.99438.9914.45424.54K2+4600.747 45.9812014.847010.388304.452728.91728.9114.84714.07K2+471.6730.741 51.352 11.673 8.684712706.079330 2.60541568.08405 568.08418.68471559.399K2+4800.751 51.251 8.3276.21194270 4.34836 30 1.86358427.18759 427.1876

35、6.21194420.976小 計2710.79751897.56813.2398362.2816 8362.282436.4777925.82274.32累 計7833.10535483.172349.9364731.347 64731.352179.0262552.35654.09534.12運距50從k1+600取土169.2運距4301740.2運距120從k2+770取土481.7運距470從k2+700取土218.57運距240編制：復核：路基土石方數(shù)量計算表第 6 頁 共 11 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)

36、量 及 調 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12356789101112131415161718192021222324252627282930313233K2+4800.751 51.251K2+5000.7521.8662015.017010.507304.503731.17731.1715.01716.16K2+52011.40520121.557085.0853036.465218.66218

37、.66121.5597.11813.27K2+54036.34520477.570334.2530143.25477.52846.6運距100K2+56056.90620932.5170 652.757 30 279.753932.51K2+562.47059.9532.47144.3208670 101.025 30 43.2963144.321K2+58087.48417.53 1292.285370904.630 387.6861292.29K2+600116.3202037.870 1426.46 30611.342037.8K2+620143.02202593.1770 1815.2

38、2 30 777.9512593.17K2+640171.01203140.370 2198.21 30942.093140.316700運距1440K2+660194.2203652.0670 2556.44 30 1095.623652.06K2+662.470192.622.47477.7239370 334.407 30 143.317477.724K2+680187.0117.533327.49270 2329.24 30 998.2483327.49K2+700163.94203509.4670 2456.62 30 1052.843509.4616700K2+720118.752

39、02826.8970 1978.82 30 848.0672826.895148.9運距770K2+74054.207201729.670 1210.72 30518.881729.6K2+7600.84620600.8770 420.609 30 180.2618.468.468.46592.415148.9K2+7800.818 47.0372066.987046.8863020.094478.83478.8366.98411.85K2+8000.775 95.2772015.937011.151304.7791423.141423.1415.931407.21K2+8200.769 15

40、9.592015.447010.808304.6322548.712548.7115.442533.27K2+8400.778 197.672015.477010.829304.6413572.623572.6215.473557.15K2+8600.725 232.022015.037010.521304.5094296.94296.915.034281.87K2+8800.749 242.852014.747010.318304.4224748.674748.6714.744733.93K2+9000.747 132.212014.967010.472304.4883750.513750.

41、5114.963735.5520661K2+9200.793 16.0242015.47010.78304.621482.31482.315.41466.9K2+94048.31820491.1170 343.777 30 147.333160.24160.24160.24330.87K2+96029.13820774.5670 542.192 30 232.368774.561105.4小 計28318.16219822.78495.4523420.2123420.21479.212294127839累 計36151.26725305.910845.488151.557 88151.5626

42、58.2385493.3334931534運距440棄方503.8至k1+250運距13501201.1運距20從k2+700取土265.8運距220編制：復核：路基土石方數(shù)量計算表第 7 頁 共 11 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 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123567891011121314151617181

43、92021222324252627282930313233K2+96029.138K2+9800.727 20.29520298.6570 209.055 3089.595202.95202.95202.9595.71201.1K3+0000.712 76.5572014.397010.073304.317968.52968.5214.39954.13K3+0200.731 93.5842014.437010.101304.3291701.411701.4114.431686.98K3+0400.737 101.152014.687010.276304.4041947.31947.314.68

44、1932.62K3+0600.727 100.742014.647010.248304.3922018.862018.8614.642004.22K3+0800.718 42.1192014.457010.115304.3351428.591428.5914.451414.14 7992.1K3+1000.737 20.1972014.557010.185304.365623.16623.1614.55608.61K3+12016.76220174.9970 122.493 3052.497201.97201.97174.9926.98K3+14030.77620475.3870 332.76

45、6 30 142.614475.38K3+1603.4990.55520342.7570 239.925 30 102.8255.555.555.55337.2K3+1800.752 94.3372042.517029.7573012.753948.92948.9242.51906.41K3+2001.713 133.752024.657017.255307.3952280.912280.9124.652256.26K3+2200.71166.712024.247016.968307.2722004.642004.6424.241980.4K3+2409.0920.1312098.037068

46、.6213029.409668.41668.4198.03570.385713.5K3+26088.68620977.7870 684.446 30 293.3341.311.311.31976.47K3+28096.022201847.0870 1292.96 30 554.1241847.08K3+285.81393.9895.813 552.2669770 386.587 30165.68552.267K3+30087.8214.187 1289.662170 902.763 30 386.8991289.66K3+32086.138201739.5870 1217.71 30 521.

47、8741739.58K3+34051.904201380.4270 966.294 30 414.1261380.42K3+36033.00420849.0870 594.356 30 254.724849.08K3+38024.62220576.2670 403.382 30 172.878576.26K3+385.81341.7485.813 192.9044170 135.033 30 57.8713192.904K3+40070.48314.187 796.110670 557.277 30 238.833796.111K3+42093.36201638.43701146.930 49

48、1.5291638.43K3+440123.97202173.29701521.330 651.9872173.29 7606.5小 計15581.20410906.84674.3615002.515002.5661.3714341.114919.8累 計51732.47236212.715519.7103154.06 103154.13319.699834.548412.97606.5運距375.8從k2+700取土385.6運距340635.6運距60棄土177.0至k3+800運距6905713.5運距75.8棄方691.6至k3+800運距514.2編制：復核：路基土石方數(shù)量計算表第

49、8 頁 共 11 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 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12356789101112131415161718192021222324252627282930313233K3+440123.97K3+460144.54202685.1170 1879.58 30 805.5332685.11K3+

50、473.296139.9413.296 1891.229770 1323.86 30 567.3691891.23K3+480140.266.704 939.2203470 657.454 30 281.766939.22K3+500127.37202676.28701873.430 802.8842676.28K3+520106.96202343.3470 1640.34 30 703.0022343.34K3+54090.3201972.6470 1380.85 30 591.7921972.64K3+56064.633201549.3370 1084.53 30 464.7991549.

51、33K3+573.29650.2513.296 763.7421870534.6230 229.123763.742K3+58036.5986.704291.114570203.7830 87.3343291.114K3+60022.91720595.1570 416.605 30 178.545595.15K3+62031.21320541.370378.9130162.39541.3K3+64030.88920621.0270 434.714 30 186.306621.02K3+66021.63220525.2170 367.647 30 157.563525.21K3+68013.23

52、420348.6670 244.062 30 104.598348.66K3+7004.1920174.2470 121.968 3052.272174.24K3+72036.55620407.4670 285.222 30 122.238407.46K3+74064.555201011.1170 707.777 30 303.3331011.11K3+76066.973201315.2870 920.696 30 394.5841315.28K3+78034.429201014.0270 709.814 30 304.2061014.02K3+8000.733 12.30520351.627

53、0 246.134 30 105.486123.05123.05123.05228.5721894K3+8200.711 39.4962014.447010.108304.332518.01518.0114.44503.57K3+8400.748 96.0172014.597010.213304.3771355.131355.1314.591340.54K3+8600.7576.1662014.987010.486304.4941721.831721.8314.981706.85K3+8800.757 95.2932015.077010.549304.5211714.591714.5915.0

54、71699.52K3+9000.744 124.982015.017010.507304.5032202.772202.7715.012187.76K3+9200.724 62.0142014.687010.276304.4041869.981869.9814.681855.39293.5小 計22105.84715474.16631.759505.369505.36211.829293.5421894累 計73838.31851686.822151.5112659.42 112659.43531.4210912870306.920661運距760 棄方1233至k3+800運距180從k4+

55、000取土228.7運距130編制：復核：路基土石方數(shù)量計算表第 9 頁 共 11 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 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12356789101112131415161718192021222324252627282930313233K3+9200.724 62.014K3+9400.729 3

56、0.9932014.537010.171304.359930.07930.0714.53915.54K3+9601.7882.6892025.177017.619307.551336.82336.8225.17311.651227.2K3+98021.520232.8870 163.016 3069.86426.8926.8926.89205.99K4+00048.68420701.8470 491.288 30 210.552701.8410292運距110K4+02083.269201319.5370 923.671 30 395.8591319.53K4+040114201972.677

57、0 1380.87 30 591.8011972.67K4+060154.94202689.4170 1882.59 30 806.8232689.41K4+080185.32203402.6670 2381.86 301020.83402.6610292K4+100171.02203563.4170 2494.39 30 1069.023563.41K4+120207.75203787.6970 2651.38 30 1136.313787.69K4+140229.44204371.8870 3060.32 30 1311.564371.88K4+160177.08204065.147028

58、45.630 1219.544065.1426379運距3520K4+180159.57203366.4570 2356.52 30 1009.943366.45K4+200148.58203081.4470 2157.01 30 924.4323081.44K4+220130.71202792.8870 1955.02 30 837.8642792.88K4+230.747120.510.747 1349.860870 944.903 30 404.9581349.8626379K4+240115.289.253 1090.799270 763.559 30327.241090.8K4+26

59、079.234201945.1170 1361.58 30 583.5331945.11K4+28012.97320922.0770 645.449 30 276.621922.07K4+3002.2830.23520152.5670 106.792 3045.7682.352.352.35150.21K4+32025.43520277.1870 194.026 3083.1542.352.352.35274.83K4+330.74735.30310.747 326.3756470 228.463 30 97.9127326.376K4+34049.2959.253 391.3926570 2

60、73.975 30 117.418391.393K4+36061.934201112.2970 778.603 30 333.6871112.29K4+38039.869201018.0370 712.621 30 305.4091018.03K4+388.73355.4918.733 416.3894470 291.473 30 124.917416.389小 計44389.63831072.713316.91298.481298.4871.291227.1944318.3累 計118227.9682759.635468.4113957.9113957.93602.7111035511462

61、5編制：復核：路基土石方數(shù)量計算表第 10 頁 共 11 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 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12356789101112131415161718192021222324252627282930313233K4+388.73355.491K4+40058.04111.267 639.58252

62、70 447.708 30 191.875639.583K4+4207.7510.05420657.9270 460.544 30 197.3760.540.540.54657.3815224.1運距570K4+44024.52420322.7570 225.925 3096.8250.540.540.54322.21K4+46039.7762064370450.130192.9643K4+48087.888201276.6470 893.648 30 382.9921276.64K4+488.73398.5848.733 814.2299970 569.961 30 244.269814.2

63、3K4+50054.75211.267 863.8183670 604.673 30 259.146863.818K4+52040.041 1.50520947.9370 663.551 30 284.37915.0515.0515.05932.88K4+54033.348 1.71220733.8970 513.723 30 220.16732.1732.1732.17701.72K4+56040.87920742.2770 519.589 30 222.68117.1217.1217.12725.15K4+5808.7442.83720496.2370 347.361 30 148.869

64、28.3728.3728.37467.86K4+6000.734 22.2922094.787066.3463028.434251.29251.2994.78156.51K4+62031.04820317.8270 222.474 3095.346222.92222.92222.9294.9K4+64057.09220881.470616.9830264.42881.4K4+66047.147201042.3970 729.673 30 312.7171042.39K4+68025.48120726.2870 508.396 30 217.884726.28K4+7000.7216.47620

65、262.0270 183.414 3078.60664.7664.7664.76197.262942.2K4+7200.712 32.1532014.337010.031304.299386.29386.2914.33371.96K4+7400.753.5952014.12709.884304.236857.48857.4814.12843.36K4+7600.721 76.0952014.21709.947304.2631296.91296.914.211282.69K4+7800.72471.292014.457010.115304.3351473.851473.8514.451459.4

66、K4+8000.721 62.0612014.457010.115304.3351333.511333.5114.451319.06K4+8200.722 62.4282014.437010.101304.3291244.891244.8914.431230.46K4+8400.724 61.0982014.467010.122304.3381235.261235.2614.461220.8K4+8600.723 57.7032014.477010.129304.3411188.011188.0114.471173.54K4+8800.722 54.8242014.457010.115304.3351125.271125.2714.451110.82 6054.7小 計11592.3218114.623477.710774.2210774.22605.6210168.610986.7累 計129820.2890874.238946.1124732.12 124732.14208.33120524125612156.51運距20棄土311.35至k3+800運距7802942.2運距10