路基土石方計(jì)算表

1、路基土石方計(jì)算表路基土石方計(jì)算表路基土石方計(jì)算表道路名稱:廣花路路基土石方計(jì)算表橫斷面積距樁(平方米)總離號(hào)數(shù)(米)挖填量12345K14+24010.73.2910105K14+25010.33.3620294K14+270192.0113.9288K14+283.922.31.1311.1240K14+29520.84.1325380K14+3209.5216.930254K14+3507.4219.320116K14+3704.2135.43084.6K14+4001.4367.83055.7K14+4302.2818.23042.8K14+4600.5825.62089.5K14+48

2、08.3822.71562.8K14+495010520334K14+51533.41129179K14+5246.3915036498K14+56021.389.54.252.3K14+564.23.591747.814K14+572029880K14+5800219121.26K14+5920.211422811.9K14+6200.64134309.61K14+6500150300K14+6800176250K14+7050120150K14+7200164300K14+750092.6300K14+7800148挖方分類及數(shù)量(立方米)土石%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量67891

3、011121314151617填方利用方數(shù)量(立方米)及運(yùn)距(米)數(shù)量(立方米)本樁利用填缺挖余遠(yuǎn)運(yùn)利用總數(shù)土石土石土石土石縱向調(diào)配利用量1819202122232425262733.2000053.7000021.8000029.200002630000543000054700001547000012890000656000048300009570000217300001180000043080000553000018390000206700002167000038760000427400004894000037010000213300003850000036040000借方數(shù)量棄方數(shù)量總運(yùn)

4、量(立方米)(立方米)(立方米公及運(yùn)距(米)及運(yùn)距(米)里)備注土石土石土石28293031323334本頁(yè)小計(jì)5403112本公里小計(jì)000000#路基土石方計(jì)算表道路名稱:廣花路橫斷面積挖方分類及數(shù)量(立方米)填方利用方數(shù)量(立方米)及運(yùn)距(米)借方數(shù)量棄方數(shù)量總運(yùn)量數(shù)量(立方米)(立方米)(立方米公(平方米)(立方米)及運(yùn)距(米)及運(yùn)距(米)里)離號(hào)(米)橫斷面積距樁(平方米)總離號(hào)數(shù)(米)量挖填12345K14+810093.619.80K14+829.78013630.20K14+8600123300K14+8900109200K14+910095.419.80K14+929.780

5、90.419.44.77K14+949.170.4977.219.420K14+968.561.5768.931.4199K15+00011.13630168K15+0300.148.62020.9K15+050242.818.620.5K15+068.560.211518.513.55K15+077.070.628815.118.3K15+092.151.8127.612.547.3K15+104.655.7747.33086.5K15+134.65053.7200K15+154.65049.8200K15+174.65050.6200.47K15+194.650.0537.223.5156

6、K15+218.1513.212.726.5176K15+244.650.0636.424.35.46K15+268.90.3929.724.14.97K15+292.990.0333.829.771.5K15+322.654.797.1232146K15+354.654.3320.827556K15+381.6836.89.7424.4770K15+406.0826.311.1填方利用方數(shù)量(立方米)及運(yùn)距(米)土石數(shù)量(立方米)本樁利用填缺挖余遠(yuǎn)運(yùn)利用總數(shù)%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量土石土石土石土石縱向調(diào)配利用量67891011121314151617181920212223242

7、526272270000039200000348900002046000018380000162500001416000016490000127000009140000180200001019000087200004680000151500001035000010040000878000058600006500000801000076400006060000447000041300002540000借方數(shù)量棄方數(shù)量總運(yùn)量(立方米)(立方米)(立方米公及運(yùn)距(米)及運(yùn)距(米)里)備注土石土石土石28293031323334本頁(yè)小計(jì)220224本公里小計(jì)7603335000000#000000#路

8、基土石方計(jì)算表道路名稱:廣花路橫斷面積挖方分類及數(shù)量(立方米)填方利用方數(shù)量(立方米)及運(yùn)距(米)距土石數(shù)量樁(平方米)總離(立方米)本樁利用填缺挖余號(hào)數(shù)遠(yuǎn)運(yùn)利用(米)總數(shù)量%縱向調(diào)配利用挖填數(shù)量數(shù)量數(shù)量數(shù)量數(shù)量數(shù)量土石土石土石土石量123456789101112131415161718192021222324252627借方數(shù)量棄方數(shù)量總運(yùn)量(立方米)(立方米)(立方米公及運(yùn)距(米)及運(yùn)距(米)里)備注土石土石土石28293031323334K15+430.424.611.1K15+454.5223.624.1581317000015.2K15+467.111.612.62211450000

9、7.86K15+481.7318.314.621985.900003.88K15+497.6717.415.9284498000058.6K15+508.8443.111.2338468000025.3K15+533.1911.424.4664748000036.1K15+557.759.4424.6256929000039.5K15+581.8214.324.1286780000025.3K15+614.659.7532.8395740000019.8K15+644.654.0630207549000016.8K15+674.6511.63023529900003.11K15+704.658

10、.963030914000006.22K15+734.654.98302091189000073K15+764.658.97302091827000048.8K15+791.6511.92728276800008.1K15+814.6512.22327817300006.92K15+844.6514.13039622900008.36K15+874.6510.73037324900008.26K15+893.6513.71923210400002.66K15+924.655.9331304228000012K15+954.65453076321900002.58K15+984.6511.730

11、85012400005.69K16+014.656.393027122100009.06K16+028.6515.3141528000002.37K16+054.658.262630612300007.09302452140000K16+084.658.087.15本頁(yè)小計(jì)5585433000000#本公里小計(jì)路基土石方計(jì)算表道路名稱:廣花路橫斷面積挖方分類及數(shù)量(立方米)距土石樁(平方米)總離號(hào)數(shù)(米)量%挖填數(shù)量數(shù)量數(shù)量數(shù)量數(shù)量數(shù)量1234567891011121314151617K16+114.654.138.8422.192.1K16+136.794.198.6717.9106K16+

12、154.657.695.3120120K16+174.654.3312.5填方利用方數(shù)量(立方米)及運(yùn)距(米)數(shù)量(立方米)本樁利用填缺挖余遠(yuǎn)運(yùn)利用總數(shù)土石土石土石土石縱向調(diào)配利用量18192021222324252627194000012500001780000借方數(shù)量棄方數(shù)量總運(yùn)量(立方米)(立方米)(立方米公及運(yùn)距(米)及運(yùn)距(米)里)備注土石土石土石28293031323334K16+174.654.3312.5133200000020K16+194.658.937.4791.6114000012.1K16+206.796.1611.3174299000027.9K16+234.656

13、.3310.1122206000020K16+254.655.8710.575265000019.4K16+274.061.8516.93.0211500003.09K16+277.150.157.41.55719000017.5K16+294.650.0724.84.64557000023K16+317.650.3323.611.2497000023.7K16+341.330.6218.310.3493000023.3K16+364.650.2723.919.4358000020K16+384.651.6711.812.595.900007K16+391.651.9115.618.84490

14、00019.7K16+411.3303001055000033.3K16+444.61033.40.08843000030K16+474.610.0122.841.6727000030K16+504.612.7725.642.1802000030K16+534.610.0427.80.65803000030K16+564.61025.7013500005K16+569.61028.104339000025K16+594.61031905427000030K16+624.61042.801078000030K16+654.61029.10.58755000030K16+684.610.0421.

15、2本頁(yè)小計(jì)67772020000009605本公里小計(jì)路基土石方計(jì)算表道路名稱:廣花路橫斷面積挖方分類及數(shù)量(立方米)距土石樁(平方米)總離號(hào)數(shù)(米)挖填量%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量1234567891011121314151617K16+714.6132.63.1122438K16+736.617.226.9428156K16+764.613.898.953065.1K16+794.610.4515205.49K16+814.610.113.781.64K16+822.610.3112.61.050.82K16+823.661.268.9426.338.1填方利用方數(shù)量(立方米)及

16、運(yùn)距(米)數(shù)量(立方米)本樁利用填缺挖余遠(yuǎn)運(yùn)利用總數(shù)土石土石土石土石縱向調(diào)配利用量181920212223242526271110000223000036000002870000105000011.300002450000借方數(shù)量棄方數(shù)量總運(yùn)量(立方米)(立方米)(立方米公及運(yùn)距(米)及運(yùn)距(米)里)備注土石土石土石28293031323334K16+8501.6426.338.124500009.69K16+8802.063055.5329000012.3K16+9002.022040.9274000015.1K16+923.660.5723.730.7417000020.1K16+9459

17、.2521.3105420000019.2K16+966.853.921.8689472000024.1K16+98534.518.2805371000016.7K17+009.9426.424.976031200008.37K17+04024.730.176923200007.04K17+0701.673039625000009.62K17+0801.281014.7138000018K17+088085.1150000019.4K17+109.94021.90459000022.4K17+140030.10697000024K17+1700.13301.89739000025.3K17+2

18、000301.89946000037.8K17+2301.893028.3777000014K17+2600.193031.2441000015.4K17+2900302.9519000019.2300.216310000K17+3200.0122.9本頁(yè)小計(jì)5881518000000#本公里小計(jì)路基土石方計(jì)算表道路名稱:廣花路橫斷面積挖方分類及數(shù)量(立方米)距土石樁(平方米)總離號(hào)數(shù)(米)量%挖填數(shù)量數(shù)量數(shù)量數(shù)量數(shù)量數(shù)量1234567891011121314151617K17+331029.128.40K17+359.4046.3250K17+384.4060.980K17+392.4043

19、.227.636.4K17+4202.6326.530106K17+4504.4415.72556.2K17+4750.0614.525127K17+50010.13.1630267K17+5307.735.2230247K17+5608.756.5232.6174K17+592.61.9316.2填方利用方數(shù)量(立方米)及運(yùn)距(米)數(shù)量(立方米)本樁利用填缺挖余遠(yuǎn)運(yùn)利用總數(shù)土石土石土石土石縱向調(diào)配利用量18192021222324252627107000001340000041600009620000632000037600002200000126000017600003710000借方數(shù)量

20、棄方數(shù)量總運(yùn)量(立方米)(立方米)(立方米公及運(yùn)距(米)及運(yùn)距(米)里)備注土石土石土石28293031323334K17+592.61.9316.226.7584000027.4K17+6200.0226.40.19825000024.9K17+644.94039.701132000025.6K17+670.5048.801352000029.5K17+700042.8132950000024.9K17+724.9410.633.4358462000025.1K17+750183.49908318000030K17+78042.517.71073673000030.3K17+810.2928

21、.326.7524921000029.7K17+8406.9435.3169942000030K17+8704.3327.569.4550000020K17+8902.6127.510.516500005.64K17+895.641.1231.14.152300007.36K17+90301110.0173.900000.9K17+903.90.0153.40.181444000026.1K17+930057.301093000020K17+950052本頁(yè)小計(jì)5973813000000#本公里小計(jì)道路名稱:廣花路路基土石方計(jì)算表橫斷面積距樁(平方米)總離號(hào)數(shù)(米)量挖填12345K17+97

22、5.64036.724.40K18+000051.932.50K18+032.5052.927.50K18+060022.3305.08K18+0900.3412.73054.1K18+1203.275.6230200K18+15010.13.2126.2155K18+176.21.820.733.888.7K18+2103.458.333053.9K18+2400.1520.63018.3K18+2701.078.913049.2K18+3002.219.461829.2K18+3181.031084.54K18+3260.1162411.8挖方分類及數(shù)量(立方米)填方利用方數(shù)量(立方米)及

23、運(yùn)距(米)土石數(shù)量(立方米)本樁利用填缺挖余遠(yuǎn)運(yùn)利用總數(shù)%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量土石土石土石土石縱向調(diào)配利用量678910111213141516171819202122232425262710790000170400001034000052600002750000132000031300004900000435000044300002750000175000010400003380000借方數(shù)量棄方數(shù)量總運(yùn)量(立方米)(立方米)(立方米公及運(yùn)距(米)及運(yùn)距(米)里)備注土石土石土石28293031323334K18+3500.892411.812.2K18+3702.162030

24、.520.5K18+393.332.8223.358.116.5K18+4200.5526.744.921.9K18+4506.353010332.3K18+463.3318.313.316535.5K18+49025.326.758230.4K18+52020.23068328.6K18+540.9618.42140530.9K18+57023.92961427.8K18+60034.93088219.6K18+618.5951.718.680513.131.41792K18+65062.40本頁(yè)小計(jì)5804253本公里小計(jì)3000#道路名稱:廣花路338000032700004310000

25、5120000813000045200008790000885000062400008520000711000030400002060000000000#000000#路基土石方計(jì)算表橫斷面積(平方米)號(hào)填123K18+67081.90K18+688.591140K18+7001370K18+7301570K18+7601660K18+7771640K18+8001250K18+8301040K18+86085.40K18+88780.60K18+92048.30K18+94033.20.36K18+95028.40.6K18+98012.83.03K19+00016.42.42K19+020

26、2.8925.9K19+027.61.6434.9K19+028.3084.9距離總(米)數(shù)量4518.6182211.41434441548422804332334282840224121258153086172921937.617.20.70.57挖方分類及數(shù)量(立方米)填方利用方數(shù)量(立方米)及運(yùn)距(米)土石數(shù)量(立方米)本樁利用填缺挖余遠(yuǎn)運(yùn)利用總數(shù)%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量土石土石土石土石縱向調(diào)配利用量6789101112131415161718192021222324252627000000000000000000000000000000000000000000000000

27、003.5600004.77000054.4000054.500002830000231000041.90000借方數(shù)量棄方數(shù)量總運(yùn)量(立方米)(立方米)(立方米公及運(yùn)距(米)及運(yùn)距(米)里)備注土石土石土石28293031323334K19+028.3084.968.51151000021.7K19+0506.3121.2172397000030K19+0805.175.2388.2400000032K19+1120.3419.76.39930000038K19+150029.2024000008K19+158030.726.8756000032K19+1901.6816.525.66300

28、00030K19+2200.0325.40.86532000018K19+2380.0633.70.5817100006K19+2440.1323.4本頁(yè)小計(jì)6708278000000#本公里小計(jì)道路名稱:廣花路路基土石方計(jì)算表橫斷面積距樁(平方米)總離號(hào)數(shù)(米)量挖填12345K19+2700.0119.228.10.14K19+298.1021.333.71.98K19+331.790.1222.628.21.66K19+360033.730534K19+39035.634.821.8476K19+411.798.0645.528.2148K19+4402.4145.918.522.3K1

29、9+458.501412.52.03K19+4611.6257.52994.1K19+4904.8749.125.3126K19+515.345.0651.510.7225K19+52637.137.9141140K19+54012613.7203289K19+5602030202623K19+58059.226.120821K19+60022.920.118.9401K19+618.8819.519.221.1331K19+64011.915.930973K19+670533.4728.92403K19+698.88113020.52293K19+719.3411109.481065挖方分類

30、及數(shù)量(立方米)土石%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量67891011121314151617填方利用方數(shù)量(立方米)及運(yùn)距(米)數(shù)量(立方米)本樁利用填缺挖余遠(yuǎn)運(yùn)利用總數(shù)土石土石土石土石縱向調(diào)配利用量181920212223242526275680000739000079300001027000087400001289000017330000249000015460000127500004770000362000013700002610000462000037100003700000290000050.100000000000000借方數(shù)量棄方數(shù)量總運(yùn)量(立方米)(立方米)(立方米公及運(yùn)距

31、(米)及運(yùn)距(米)里)備注土石土石土石28293031323334K19+728.821149.4810650K19+759.3412430.536290K19+779.341342025790K19+798.8216319.528880K19+819.3416620.533720.6924.93969K19+844.241533.49本頁(yè)小計(jì)330#本公里小計(jì)1000#道路名稱:廣花路000000000000000000007.090000520000000000117000000#路基土石方計(jì)算表橫斷面積距樁(平方米)總離號(hào)數(shù)(米)量挖填12345K19+869.341433.1420.3

32、2724K19+889.661257.0629.72663K19+919.3454.21.3222.8827K19+942.1418.36.74467.4K19+946.1415.45.7213.5168K19+959.669.535.8129.7141K19+989.34026.2300K20+019.34027.9300K20+049.34024.93044.8K20+079.342.99193053.8K20+109.340.629.420258K20+129.3425.210.816.9379K20+146.2619.62.6326.61036K20+172.8458.403195K2

33、0+175.8471.5023.52147K20+199.34111016.91743K20+216.2694.7023.11635K20+239.34470.0128.6941K20+267.9818.74.7621.4340K20+289.3413.16.130.41035K20+319.755.11.6229.6955K20+349.349.349.2120143K20+369.344.9412.118.550.8K20+387.840.559.91.860.58K20+389.70.0818.5挖方分類及數(shù)量(立方米)土石%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量%數(shù)量67891011121314

34、151617填方利用方數(shù)量(立方米)及運(yùn)距(米)數(shù)量(立方米)本樁利用填缺挖余遠(yuǎn)運(yùn)利用總數(shù)土石土石土石土石縱向調(diào)配利用量181920212223242526271040000124000091.8000024.9000078000047500008110000791000065800007260000402000011400003500000000000000000000.11000068.300001160000117000016000002130000203000026.40000借方數(shù)量棄方數(shù)量總運(yùn)量(立方米)(立方米)(立方米公及運(yùn)距(米)及運(yùn)距(米)里)備注土石土石土石2829303

35、1323334K20+389.70.0818.5178443000029.6K20+419.331211.4467486000036K20+455.331415.6本頁(yè)小計(jì)5606661000000#本公里小計(jì)道路名稱:廣花路路基土石方計(jì)算表橫斷面積距樁(平方米)總離號(hào)數(shù)(米)量挖填12345K20+489.33031.415.20K20+504.53028.912.50K20+517.03019.832.30K20+549.33030.3305.54K20+579.330.3743.730846K20+609.3356.122.830841K20+639.330.0189.334.586.4K20+673.83515.425.583.7K20+699.331.5784.53060.8K20+729.332.4980.82049.7K20+749.332.4876.730154K20+779.337.7817.430210K20+809.336.2511730218K20+839.338.2810330233K20+869.337.2410820202K20+889.3313108221887K20+911.33159108186.1K20+912.3313.61099.2111K20+921.5310.593.827.8174K20