土方計算表.xls

1、路基土石方數(shù)量計算表某高速公路K84900～K85913.62段第1頁共2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)ⅠⅡⅢⅣⅤⅥ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123567891011121314151617181920212223

2、24252627282930313233K849000.3119.941K849050.5876.83552.245200.449601.347200.44941.9441.942.24539.695K849852.422353.69大、中橋梁K850001.507377.931529.4675205.89356017.6805205.89355487.125487.1229.46755457.65K850202.06189.12203

3、5.67207.1346021.402207.1345670.525670.5235.675634.85K85037.2811.95465.00117.28134.682967206.936596020.8098206.936592195.76712195.767134.6832161.08K850402.70651.3852.7196.33527201.26705603.80116201.26705158.22677158.22677

4、6.33527151.891K8506061.166143.6720638.7220127.74460383.23220127.7441950.571950.57638.721311.85K850803.27669.26520644.4220128.88460386.65220128.8842129.372129.37644.421484.95K85100266.48202697.5620539.512601618.5420539.51

5、2692.65692.65692.652004.91K85120547.2208136.8201627.36604882.08201627.368136.8K85130685.5106163.49201232.7603698.09201232.76163.49K85140809.06107472.785201494.56604483.67201494.567472.79K851601157.22019662.31203932.46601

6、1797.4203932.4619662.3K851801304.32024614.3204922.866014768.6204922.8624614.3K852001104.62024088.59204817.726014453.2204817.7224088.6K85220586.822016914.21203382.846010148.5203382.8416914.2K85240453.352010401.73202080.35

7、606241.04202080.3510401.7K85260164.464.235206178.11201235.62603706.87201235.6242.3542.3542.356135.76K85278.35113.66660.62818.3511634.376820326.87560980.62620326.875595.15046595.15046595.151039.23K8528020.56289.2871.64928

8、.220986205.64426016.9326205.6442123.60492123.6049228.22195.3839K853001.531188.8620220.932044.18660132.5582044.1862781.432781.43220.932560.5K853202.154265.392036.85207.376022.11207.374542.54542.536.854505.65K853402.627257

9、.812047.81209.5626028.686209.5625232.025232.0247.815184.21K853601.408217.192040.35208.076024.21208.074750.014750.0140.354709.66K853802.799243.862042.07208.4146025.242208.4144610.494610.4942.074568.42K854003.988252.452067

10、.872013.5746040.7222013.5744963.034963.0367.874895.16小計129839.92596877903.92596845966.74945966.7493205.7942761126634累計129839.92596877903.92596845966.74945966.7493205.7942761126634編制：復核：路基土石方數(shù)量計算表某高速公路K84900～K85913.62段第2頁

11、共2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)ⅠⅡⅢⅣⅤⅥ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12356789101112131415161718192021222324252627282930313233K854003.988252.

12、45K854208.582301.0320125.72025.146075.422025.145534.745534.74125.75409.04K854406.408266.520149.92029.986089.942029.985675.275675.27149.95525.37K8546013.961176.4420203.692040.73860122.2142040.7384429.424429.42203.694225.7

13、3K85480364.6936.294203786.5420757.308602271.9220757.3082127.362127.362127.361659.18K85500586.3826.991209510.73201902.15605706.44201902.15632.85632.85632.858877.88K85519.421499.8219.42110547.535202109.51606328.52202109.51

14、262.09611262.09611262.09610285.4K85520486.960.579285.673392057.134760171.4042057.1347285.673K85540257.4990.82207444.49201488.9604466.69201488.9908.2908.2908.26536.29K8556038.038237.28202955.2420591.048601773.1420591.0483

15、281.013281.012955.24325.77K855802.571421.4320406.092081.21860243.6542081.2186587.116587.11406.096181.02K856005.787454.582083.582016.7166050.1482016.7168760.18760.183.588676.52K856205.641296.9720114.282022.8566068.5682022

16、.8567515.57515.5114.287401.22K856403.821156.042094.622018.9246056.7722018.9244530.074530.0794.624435.45K85660143.3321.264201471.5220294.30460882.91220294.3041773.011773.011471.52301.49K85679.421303.2619.4214336.631620867

17、.326602601.9820867.326206.48407206.48407206.4844130.15K85680266.92.0640.579165.061032033.01226099.03662033.01220.5975280.5975280.59753164.464K85700225.34204922.4120984.482602953.4520984.48220.6420.6420.644901.77K8572015.

18、954130.77202412.9720482.594601447.7820482.5941307.731307.731307.731105.24K857404.775571.4320207.292041.45860124.3742041.45870227022207.296814.71K857504.729610.781047.52209.5046028.512209.5045911.025911.0247.525863.5K8583

19、01.125742.07大、中橋梁K858401.125729.561011.25202.25606.75202.257358.117358.1111.257346.86K858600.88730.782020.05204.016012.03204.0114603.414603.420.0514583.4K858800.9552.572017.8203.566010.68203.5612833.4912833.4917.812815.7

20、K859000.88469.262017.8203.566010.68203.5610218.2810218.2817.810200.5K85913.621.9934752028.73205.7466017.238205.7469442.589442.5828.739413.85小計49367.1019873.4229620.39873.42120941.07120941.071142110952037946.1累計1792073584