路基土石方计算表

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路基土石方数量计算表(挖方分段统计)【工程量计算表(路基、路面、排水)】

监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所。

路基土石方数量计算表发设计最终版

利用方数量及调配 (m3)
本桩利用填
缺
挖
余
土石土
石
土
石
24 25 26
27
28
29
备注
14527.6 13903.1 12649.7 12629.8 13497.1 15136.6 15441.7 12007.3 8005.7 5922.5 5429.6 6803.7 9321.0 10574.6 10253.2
Ⅱ
Ⅲ
% 数量 % 数量 % 数量
10 11 12 13 14 15
Ⅳ % 数量 16 17
石
数量 18
填方数量 (m3 ) Ⅵ % 数量总数量土石
19 20 21 22 23
S3-21 第 2页共 2 页
利用方数量及调配 (m3)
本桩利用填
缺
挖
余
土石土
石
土
石
24 25 26
利用方数量及调配 (m3)
本桩利用填
缺
挖
余
土石土
石
土
石
24 25 26
27
28
29
备注
1223.7 2644.1 5819.6 8460.6 11055.0 14786.3 17869.5 17798.0 14213.0 11374.5 5692.7
817.89 817.89 0.00 0.00 0.00 1199.10 3300.00 3154.77 1225.62 424.14 1980.43 9142.92 15473.18 15670.78 12531.66 8276.63 8083.74 8434.71 4610.14

路基填土石方计算表(K0+00~k3+000)了

K0+000~K3+086.375填土石方数量计算表
工程名称：县道304线罗溪段改线工程—罗溪东环路桩号（断面） K0+000 K0+20 K0+28.389 K0+40 K0+60 K0+80 K0+89.055 K0+100 K0+120 K0+140 K+149.72 K0+160 K0+180 K0+200 K0+220 K0+240 K0+260 K0+280 K0+300 K0+320 K0+340 K0+360 K0+380 K0+400 K0+420 K0+440 K0+460 K0+480 K0+500 K0+520 K0+540 K0+560 计算：设计填方面积 89.034 91.307 87.321 76.044 60.122 59.128 49.724 45.548 41.244 35.495 30.312 26.576 17.072 2.762 0.318 0.737 1.783 4.699 5.486 5.223 6.914 3.659 3.302 2.839 3.546 0.795 0.369 7.108 18.252 5.851 2.776 3.725 设计填方体积 1803.410 749.255 948.416 1361.660 1192.500 492.827 521.376 867.920 767.390 319.822 292.404 436.480 198.340 30.800 10.550 25.200 64.820 101.850 107.090 121.370 105.730 69.610 61.410 63.850 43.410 11.640 74.770 253.600 241.030 86.270 65.010 77.820 监理：本期末累计计量填方面积土方 85.5 88.307 85.205 73.245 58.258 57.265 46.385 43.258 41.244 35.495 30.312 26.576 17.072 2.762 0.318 0.737 1.783 4.699 5.486 5.223 6.914 3.659 3.302 2.839 3.546 0.795 0.369 7.108 18.252 5.851 2.776 3.725 至上期末累计计量填方面积土方 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 业代：本期计量填方面积土方 85.500 88.307 85.205 73.245 58.258 57.265 46.385 43.258 41.244 35.495 30.312 26.576 17.072 2.762 0.318 0.737 1.783 4.699 5.486 5.223 6.914 3.659 3.302 2.839 3.546 0.795 0.369 7.108 18.252 5.851 2.776 3.725 距离 20.000 8.389 11.611 20.000 20.000 9.055 10.945 20.000 20.000 9.720 10.280 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 开工累计填方数量（压实方）(m3)

(精选文档)路基土石方数量计算表(I)

20
192.1
60
576.2
20
192.1
960.3
K0+440
61.9
20.0
2504.7
20
500.9
60
1502.8
20
500.9
2504.7
K0+460
188.5
20.0
3203.3
20
640.7
60
1922.0
20
640.7
3203.3
K0+480
131.8
20.0
1833.6
20
366.7
301.7
20
60.3
60
181.0
20
60.3
301.7
K0+080
13.2
20.0
228.1
20
45.6
60
136.8
20
45.6
228.1
K0+100
9.6
20.0
182.4
20
36.5
60
109.4
20
36.5
0.1
0.1
0.1
182.3
K0+120
8.7
0.0
20.0
473.3
20
94.7
18.1
20.0
365.5
20
73.1
60
219.3
20
73.1
365.5
K0+280
18.5
20.0
691.7
20
138.3
60
415.0
20
138.3

路基土石方计算表.docx

道路名称 : 广花路路基土石方计算表横断面积距桩( 平方米)总离号数( 米)挖填量12345 K14+24010.7 3.2910105 K14+25010.3 3.3620294 K14+27019 2.0113.9288 K14+283.922.3 1.1311.1240 K14+29520.8 4.1325380 K14+3209.5216.930254 K14+3507.4219.320116 K14+370 4.2135.43084.6 K14+400 1.4367.83055.7 K14+430 2.2818.23042.8 K14+4600.5825.62089.5 K14+4808.3822.71562.8 K14+495010520334 K14+51533.41129179 K14+524 6.3915036498 K14+56021.389.54.252.3 K14+564.2 3.591747.814 K14+572029880 K14+580021912 1.26 K14+5920.211422811.9 K14+6200.64134309.61 K14+6500150300 K14+6800176250 K14+7050120150 K14+7200164300 K14+750092.6300 K14+7800148挖方分类及数量 ( 立方米)土石ⅠⅡⅢⅣⅤⅥ% 数量%数量%数量%数量%数量%数量67891011121314151617填方利用方数量 ( 立方米 ) 及运距 ( 米)数量( 立方米)本桩利用填缺挖余远运利用总数土石土石土石土石纵向调配利用量1819202122232425262733.2000053.7000021.8000029.200002630000543000054700001547000012890000656000048300009570000217300001180000043080000553000018390000206700002167000038760000427400004894000037010000213300003850000036040000借方数量弃方数量总运量( 立方米)( 立方米)( 立方米公及运距 ( 米)及运距 ( 米)里)备注土石土石土石2829303132333本页小计540 3112本公里小计000000####路基土石方计算表道路名称 : 广花路横断面积挖方分类及数量 ( 立方米)填方利用方数量 ( 立方米 ) 及运距 ( 米)借方数量弃方数量总运量数量( 立方米)( 立方米)( 立方米公( 平方米)( 立方米)及运距 ( 米) 及运距 ( 米)里)离号( 米)横断面积距桩( 平方米)总离号数( 米)量挖填12345 K14+810093.619.80 K14+829.78013630.20 K14+8600123300 K14+8900109200 K14+910095.419.80 K14+929.78090.419.4 4.77 K14+949.170.4977.219.420 K14+968.56 1.5768.931.4199 K15+00011.13630168 K15+0300.148.62020.9 K15+050242.818.620.5 K15+068.560.211518.51 3.55 K15+077.070.628815.118.3 K15+092.15 1.8127.612.547.3 K15+104.65 5.7747.33086.5 K15+134.65053.7200 K15+154.65049.8200 K15+174.65050.6200.47 K15+194.650.0537.223.5156 K15+218.1513.212.726.5176 K15+244.650.0636.424.3 5.46 K15+268.90.3929.724.1 4.97 K15+292.990.0333.829.771.5 K15+322.65 4.797.1232146 K15+354.65 4.3320.827556 K15+381.6836.89.7424.4770 K15+406.0826.311.1填方利用方数量 ( 立方米 ) 及运距 ( 米)土石数量ⅠⅡⅢⅣⅤⅥ( 立方米)本桩利用填缺挖余远运利用总数%数量%数量%数量%数量%数量%数量土石土石土石土石纵向调配利用量67891011121314151617181920212223242526272270000039200000348900002046000018380000162500001416000016490000127000009140000180200001019000087200004680000151500001035000010040000878000058600006500000801000076400006060000447000041300002540000借方数量弃方数量总运量( 立方米)( 立方米)( 立方米公及运距 ( 米)及运距 ( 米)里)备注土石土石土石2829303132333本页小计220224本公里小计7603335000000####000000####路基土石方计算表道路名称 : 广花路横断面积挖方分类及数量 ( 立方米)填方利用方数量 ( 立方米 ) 及运距 ( 米)距土石数量桩( 平方米)总离ⅠⅡⅢⅣⅤⅥ( 立方米)本桩利用填缺挖余号数远运利用( 米)总数量%%%%%%纵向调配利用挖填数量数量数量数量数量数量土石土石土石土石量123456789101112131415161718192021222324252627借方数量弃方数量总运量( 立方米)( 立方米)( 立方米公及运距 ( 米)及运距 ( 米)里)备注土石土石土石2829303132333K15+430.424.611.1 K15+454.5223.624.158********15.2 K15+467.111.612.622114500007.86 K15+481.7318.314.621985.900003.88 K15+497.6717.415.9284498000058.6 K15+508.8443.111.2338468000025.3 K15+533.1911.424.4664748000036.1 K15+557.759.4424.6256929000039.5 K15+581.8214.324.1286780000025.3 K15+614.659.7532.8395740000019.8 K15+644.65 4.0630207549000016.8 K15+674.6511.63023529900003.11 K15+704.658.963030914000006.22 K15+734.65 4.98302091189000073 K15+764.658.97302091827000048.8 K15+791.6511.92728276800008.1 K15+814.6512.22327817300006.92 K15+844.6514.13039622900008.36 K15+874.6510.73037324900008.26 K15+893.6513.71923210400002.66 K15+924.65 5.9331304228000012 K15+954.65453076321900002.58 K15+984.6511.73085012400005.69 K16+014.656.393027122100009.06 K16+028.6515.3141528000002.37 K16+054.658.262630612300007.09302452140000 K16+084.658.087.15本页小计5585433000000####本公里小计路基土石方计算表道路名称 : 广花路横断面积挖方分类及数量 ( 立方米)距土石桩( 平方米)总离ⅠⅡⅢⅣⅤⅥ号数( 米)量%%%%%%挖填数量数量数量数量数量数量1234567891011121314151617 K16+114.65 4.138.8422.192.1K16+136.79 4.198.6717.9106K16+154.657.69 5.3120120K16+174.65 4.3312.5填方利用方数量 ( 立方米 ) 及运距 ( 米)数量( 立方米)本桩利用填缺挖余远运利用总数土石土石土石土石纵向调配利用量18192021222324252627194000012500001780000借方数量弃方数量总运量( 立方米)( 立方米)( 立方米公及运距 ( 米)及运距 ( 米)里)备注土石土石土石2829303132333K16+174.65 4.3312.51332000000 20K16+194.658.937.4791.6114000012.1K16+206.79 6.1611.3174299000027.9K16+234.65 6.3310.11222060000 20K16+254.65 5.8710.575265000019.4K16+274.06 1.8516.93.0211500003.09K16+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+384.65 1.6711.812.595.900007K16+391.65 1.9115.618.8449000019.7K16+411.3303001055000033.3K16+444.61033.40.08843000030K16+474.610.0122.841.6727000030K16+504.61 2.7725.642.1802000030K16+534.610.0427.80.65803000030K16+564.61025.701350000 5K16+569.61028.1043390000 25K16+594.610319054270000 30K16+624.61042.8010780000 30K16+654.61029.10.58755000030K16+684.610.0421.2本页小计67772020000009605本公里小计路基土石方计算表道路名称 : 广花路横断面积挖方分类及数量 ( 立方米)距土石桩( 平方米)总离ⅠⅡⅢⅣⅤⅥ号数( 米)挖填量1234567891011121314151617K16+714.6132.6 3.1122438 K16+736.617.22 6.9428156 K16+764.61 3.898.953065.1 K16+794.610.451520 5.49 K16+814.610.113.78 1.64 K16+822.610.3112.61.050.82 K16+823.66 1.268.9426.338.1填方利用方数量 ( 立方米 ) 及运距 ( 米)数量( 立方米)本桩利用填缺挖余远运利用总数土石土石土石土石纵向调配利用量181920212223242526271110000223000036000002870000105000011.300002450000借方数量弃方数量总运量( 立方米)( 立方米)( 立方米公及运距 ( 米)及运距 ( 米)里)备注土石土石土石2829303132333K16+850 1.6426.338.12450000 9.69K16+880 2.063055.53290000 12.3K16+900 2.022040.92740000 15.1K16+923.660.5723.730.74170000 20.1K16+9459.2521.31054200000 19.2K16+966.853.921.86894720000 24.1K16+98534.518.28053710000 16.7K17+009.9426.424.97603120000 8.37K17+04024.730.176******** 7.04K17+070 1.67303962500000 9.62K17+080 1.281014.71380000 18K17+08808 5.11500000 19.4K17+109.94021.90459000022.4K17+140030.106970000 24K17+1700.1330 1.897390000 25.3K17+200030 1.899460000 37.8K17+230 1.893028.37770000 14K17+2600.193031.24410000 15.4K17+290030 2.95190000 19.2300.216310000K17+3200.0122.9本页小计5881518000000####本公里小计路基土石方计算表道路名称 : 广花路横断面积挖方分类及数量 ( 立方米)距土石桩( 平方米)总离ⅠⅡⅢⅣⅤⅥ号数( 米)量%%%%%%挖填数量数量数量数量数量数量1234567891011121314151617K17+331029.128.40K17+359.4046.3250K17+384.4060.980K17+392.4043.227.636.4K17+420 2.6326.530106K17+450 4.4415.72556.2K17+4750.0614.525127K17+50010.1 3.1630267K17+5307.73 5.2230247K17+5608.75 6.5232.6174K17+592.6 1.9316.2填方利用方数量 ( 立方米 ) 及运距 ( 米)数量( 立方米)本桩利用填缺挖余远运利用总数土石土石土石土石纵向调配利用量18192021222324252627 107000001340000041600009620000632000037600002200000126000017600003710000借方数量弃方数量总运量( 立方米)( 立方米)( 立方米公及运距 ( 米)及运距 ( 米)里)备注土石土石土石2829303132333K17+592.6 1.9316.226.7584000027.4K17+6200.0226.40.19825000024.9K17+644.94039.701132000025.6K17+670.5048.801352000029.5K17+700042.8132950000024.9K17+724.9410.633.4358462000025.1K17+75018 3.499083180000 30K17+78042.517.71073673000030.3K17+810.2928.326.7524921000029.7K17+840 6.9435.31699420000 30K17+870 4.3327.569.4550000020K17+890 2.6127.510.516500005.64K17+895.64 1.1231.14.152300007.36K17+90301110.0173.900000.9K17+903.90.0153.40.181444000026.1K17+930057.3010930000 20K17+950052本页小计5973813000000####本公里小计道路名称 : 广花路路基土石方计算表横断面积距桩( 平方米)总离号数( 米)量挖填12345 K17+975.64036.724.40 K18+000051.932.50 K18+032.5052.927.50 K18+060022.330 5.08 K18+0900.3412.73054.1 K18+120 3.27 5.6230200 K18+15010.1 3.2126.2155 K18+176.2 1.820.733.888.7 K18+210 3.458.333053.9 K18+2400.1520.63018.3 K18+270 1.078.913049.2 K18+300 2.219.461829.2 K18+318 1.03108 4.54 K18+3260.1162411.8挖方分类及数量 ( 立方米)填方利用方数量 ( 立方米 ) 及运距 ( 米)土石数量ⅠⅡⅢⅣⅤⅥ( 立方米)本桩利用填缺挖余远运利用总数%数量%数量%数量%数量%数量%数量土石土石土石土石纵向调配利用量678910111213141516171819202122232425262710790000170400001034000052600002750000132000031300004900000435000044300002750000175000010400003380000借方数量弃方数量总运量( 立方米)( 立方米)( 立方米公及运距 ( 米)及运距 ( 米)里)备注土石土石土石2829303132333K18+3500.892411.8 12.2K18+370 2.162030.5 20.5K18+393.33 2.8223.358.1 16.5K18+4200.5526.744.9 21.9K18+450 6.3530103 32.3K18+463.3318.313.3165 35.5K18+49025.326.7582 30.4K18+52020.230683 28.6K18+540.9618.421405 30.9K18+57023.929614 27.8K18+60034.930882 19.6K18+618.5951.718.6805 13.131.41792K18+65062.40本页小计5804253本公里小计3000####道路名称 : 广花路3380000327000043100005120000813000045200008790000885000062400008520000711000030400002060000000000####000000####路基土石方计算表横断面积桩( 平方米)号挖填123 K18+67081.90 K18+688.591140 K18+7001370 K18+7301570 K18+7601660 K18+7771640 K18+8001250 K18+8301040 K18+86085.40 K18+88780.60 K18+92048.30 K18+94033.20.36 K18+95028.40.6 K18+98012.8 3.03 K19+00016.4 2.42 K19+020 2.8925.9 K19+027.6 1.6434.9 K19+028.3084.9距离总( 米)数量4518.6 182211.4 143430441530484217280423332330342830284027224133212520815103083061720292201937.6 17.20.7 0.57挖方分类及数量 ( 立方米)填方利用方数量 ( 立方米 ) 及运距 ( 米)土石数量ⅠⅡⅢⅣⅤⅥ( 立方米)本桩利用填缺挖余远运利用总数%数量%数量%数量%数量%数量%数量土石土石土石土石纵向调配利用量6789101112131415161718192021222324252627000000000000000000000000000000000000000000000000003.5600004.77000054.4000054.500002830000231000041.90000借方数量弃方数量总运量( 立方米)( 立方米)( 立方米公及运距 ( 米)及运距 ( 米)里)备注土石土石土石2829303132333K19+028.3084.968.51151000021.7K19+050 6.3121.21723970000 30K19+080 5.17 5.2388.2400000032K19+1120.3419.76.39930000038K19+150029.202400000 8K19+158030.726.8756000032K19+190 1.6816.525.6630000030K19+2200.0325.40.86532000018K19+2380.0633.70.5817100006K19+2440.1323.4本页小计6708278000000####本公里小计道路名称 : 广花路路基土石方计算表横断面积距桩( 平方米)总离号数( 米)量挖填12345 K19+2700.0119.228.10.14 K19+298.1021.333.7 1.98 K19+331.790.1222.628.2 1.66 K19+360033.730534 K19+39035.634.821.8476 K19+411.798.0645.528.2148 K19+440 2.4145.918.522.3 K19+458.501412.5 2.03 K19+461 1.6257.52994.1 K19+490 4.8749.125.3126 K19+515.34 5.0651.510.7225 K19+52637.137.9141140 K19+54012613.7203289 K19+5602030202623 K19+58059.226.120821 K19+60022.920.118.9401 K19+618.8819.519.221.1331 K19+64011.915.930973 K19+67053 3.4728.92403 K19+698.88113020.52293 K19+719.3411109.481065挖方分类及数量 ( 立方米)土石ⅠⅡⅢⅣⅤⅥ% 数量%数量%数量%数量%数量%数量67891011121314151617填方利用方数量 ( 立方米 ) 及运距 ( 米)数量( 立方米)本桩利用填缺挖余远运利用总数土石土石土石土石纵向调配利用量181920212223242526275680000739000079300001027000087400001289000017330000249000015460000127500004770000362000013700002610000462000037100003700000290000050.100000000000000借方数量弃方数量总运量( 立方米)( 立方米)( 立方米公及运距 ( 米)及运距 ( 米)里)备注土石土石土石2829303132333K19+728.821149.481065 0K19+759.3412430.53629 0K19+779.34134202579 0K19+798.8216319.52888 0K19+819.3416620.53372 0.6924.93969K19+844.24153 3.49本页小计330####本公里小计1000####道路名称 : 广花路000000000000000000007.090000520000000000117000000####路基土石方计算表横断面积距桩( 平方米)总离号数( 米)量挖填12345 K19+869.34143 3.1420.32724 K19+889.661257.0629.72663 K19+919.3454.2 1.3222.8827 K19+942.1418.3 6.74467.4 K19+946.1415.4 5.7213.5168 K19+959.669.53 5.8129.7141 K19+989.34026.2300 K20+019.34027.9300 K20+049.34024.93044.8 K20+079.34 2.99193053.8 K20+109.340.629.420258 K20+129.3425.210.816.9379 K20+146.2619.6 2.6326.61036 K20+172.8458.403195 K20+175.8471.5023.52147 K20+199.34111016.91743 K20+216.2694.7023.11635 K20+239.34470.0128.6941 K20+267.9818.7 4.7621.4340 K20+289.3413.1 6.130.41035 K20+319.755.1 1.6229.6955 K20+349.349.349.2120143 K20+369.34 4.9412.118.550.8 K20+387.840.559.91.860.58 K20+389.70.0818.5挖方分类及数量 ( 立方米)土石ⅠⅡⅢⅣⅤⅥ% 数量%数量%数量%数量%数量%数量67891011121314151617填方利用方数量 ( 立方米 ) 及运距 ( 米)数量( 立方米)本桩利用填缺挖余远运利用总数土石土石土石土石纵向调配利用量181920212223242526271040000124000091.8000024.9000078000047500008110000791000065800007260000402000011400003500000000000000000000.11000068.300001160000117000016000002130000203000026.40000借方数量弃方数量总运量( 立方米)( 立方米)( 立方米公及运距 ( 米)及运距 ( 米)里)备注土石土石土石2829303132333K20+389.70.0818.5178443000029.6K20+419.331211.44674860000 36K20+455.331415.6本页小计5606661000000####本公里小计道路名称 : 广花路路基土石方计算表横断面积距桩( 平方米)总离号数( 米)量挖填12345 K20+489.33031.415.20 K20+504.53028.912.50 K20+517.03019.832.30 K20+549.33030.330 5.54 K20+579.330.3743.730846 K20+609.3356.122.830841 K20+639.330.0189.334.586.4 K20+673.83515.425.583.7 K20+699.33 1.5784.53060.8 K20+729.33 2.4980.82049.7 K20+749.33 2.4876.730154 K20+779.337.7817.430210 K20+809.33 6.2511730218 K20+839.338.2810330233 K20+869.337.2410820202 K20+889.3313108221887 K20+911.33159108186.1 K20+912.3313.61099.2111 K20+921.5310.593.827.8174 K20+949.33 2.0549.53031.9 K20+979.330.0761.43021.7 K21+009.33 1.38573061.8 K21+039.33 2.7547.91438.5 K21+053.33 2.757.5536223 K21+089.339.65 4.4130345 K21+119.3313.331.230634 K21+149.3328.924.3挖方分类及数量 ( 立方米)填方利用方数量 ( 立方米 ) 及运距 ( 米)土石数量ⅠⅡⅢⅣⅤⅥ( 立方米)本桩利用填缺挖余远运利用总数%数量%数量%数量%数量%数量%数量土石土石土石土石纵向调配利用量6789101112131415161718192021222324252627458000030400008090000111000009980000168200001806000012740000247900001575000014120000202100003302000031580000215800002382000010800009310000199200001664000017750000157400003880000215000053400008320000借方数量弃方数量总运量( 立方米)( 立方米)( 立方米公及运距 ( 米)及运距 ( 米)里)备注土石土石土石2829303132333本页小计586 ####0000006347本公里小计路基土石方计算表道路名称 : 广花路横断面积挖方分类及数量 ( 立方米)距土石桩( 平方米)总离ⅠⅡⅢⅣⅤⅥ号数( 米)量%%%%%%挖填数量数量数量数量数量数量1234567891011121314151617 K21+179.3321.823.140934K21+219.3324.922.630797K21+249.3328.223.120648K21+269.3336.50.89本页小计633####000000本公里小计填方利用方数量 ( 立方米 ) 及运距 ( 米)数量( 立方米)本桩利用填缺挖余远运利用总数土石土石土石土石纵向调配利用量18192021222324252627914000068400002400000####借方数量弃方数量总运量( 立方米)( 立方米)( 立方米公及运距 ( 米)及运距 ( 米)里)备注土石土石土石2829303132333路基土石方计算表道路名称 : 广花路横断面积桩( 平方米) 号挖填123本页小计本公里小计距离总( 米)数量4 5493 77902273 ####挖方分类及数量 ( 立方米)土石ⅠⅡⅢⅣⅤⅥ%数量%数量%数量%数量%数量%数量67891011121314151617000000000000填方数量( 立方米)总数土量1819########利用方数量 ( 立方米 ) 及运距 ( 米)本桩利用填缺挖余石土石土石土石远运利用20212223242526纵向调配利用借方数量弃方数量总运量( 立方米)( 立方米)( 立方米公及运距 ( 米)及运距 ( 米)里)备注土石土石土石2829303132333。

路基每公里土石方数量计算表

147.5
40
59.0
60
88.5
30
44.3
70
103.3
2135.0
2135.0
147.5
1987.5
147.5
K60+200
14.2
6.3
19.2
2524.1
40
1009.7
60
1514.5
30
757.2
70
1766.9
60.9
60.9
60.9
2463.3
2524.1
K60+219.239
248.2
618.4
48.6
48.6
48.6
834.8
883.4
K60+434.770
39.8
5.3
18.1
1239.4
20
247.9
30
371.8
15
185.9
35
433.8
48.1
48.1
48.1
571.6
619.7
K60+452.891
97.0
18.5
2067.2
20
413.4
30
620.1
15
310.1
挖
填
Ⅰ
Ⅱ
Ⅲ
Ⅳ
Ⅴ
Ⅵ
本桩利用
填缺
挖余
远运利用纵
向调配示意
土
石
％
数量
％
数量
％
数量
％
数量
％
数量
％
数量
土
校正土方
石
土
石
土
石

路基土石方计算表

0.000 9.012 74.608 0.000 159.5860.000 65.758 0.000 17.393 0.000 0.021 2.843 0.000 1.573 0.104 0.152 0.000 2.670 20.000193.422 19.34213.226 10.000297.706 40.19910.695 10.000204.173 0.636 11.989 20.000 6.356 0.000 16.698 20.000 0.000 0.000 13.350 20.000 0.000 0.000 11.756 20.000 0.000 0.000 22.681 19.573 0.000 0.000 20.935 20.427 0.000 0.000 62.872 15.217 0.555 31.305 0.000 36.922 0.000 32.975 0.000 21.497 0.095 0.553 0.291 0.000 0.403 20.000 5.526 480.000820.683 9 1000.000 21761.231 0 6.936 5.549 1.387 5.549 1.387 1.549 0.613 2794 20.000220.500 0 3.854 3.083 0.771 3.083 0.771 150.9 65.23 20.000682.269 20.000698.970 20.000544.727 0 0 0 0.000 0.000 0.946 0 0 0 0 0 0 0 0 478 490 204 210 20.000465.226 0 5.552 4.442 1.11 4.442 1.11 321.6 138.9 20.000152.174 0 634.271 507.4 126.9 507.4 126.9 400.4 80.85 0 855.964 684.8 171.2 684.8 171.2 684.8 171.2 0 426.852 341.5 85.37 341.5 85.37 341.5 85.37 0 344.369 275.5 68.87 275.5 68.87 275.5 68.87 0 251.060 200.8 50.21 200.8 50.21 200.8 50.21 0 300.486 240.4 60.1 240.4 60.1 240.4 60.1 0 286.873 229.5 57.37 229.5 57.37 224.5 55.37 0 113.421 90.74 22.68 90.74 22.68 52.26 39.32 0 119.604 95.68 23.92 95.68 23.92 112.3 66.08 0 158.952 127.2 31.79 127.2 31.79 7.838 26.21 20.000 1.043 20.000 1.043 0 0 17.243 13.79 3.449 13.79 3.449 13.79 3.449 28.212 22.57 5.642 22.57 5.642 22.57 5.642 20.000174.144 40.000 0.421 0 0 28.430 22.74 5.686 22.74 5.686 88.316 70.65 17.66 70.65 17.66 70.65 17.66 99.26 46.31 20.000 2253.441 0 20.000831.510 0 0.000 0.000 0 0 0 0 0 0 0 0 20.000746.083 90.117 72.09 18.02 72.09 18.02 0.000 0 0 0 0 20.000 2341.948 0

路基土石方数量计算表(文件夹4双向四车道路基宽度为26m公路Ⅰ级)

SⅣ-12第1页共7页挖方填方%数量%数量%数量%数量%数量%数量总数量土石土石土石土石12345678910111213141516171819202122232425262728K19+576.68057.120.00K19+58035.570.00 3.32153.92030.82030.82030.82030.81015.41015.492.361.5K19+60017.110.0020.00526.720105.320105.320105.320105.31052.71052.7316.0210.7K19+620 1.78 6.2820.00188.82037.82037.82037.82037.81018.91018.962.862.862.840.675.5K19+640 1.389.9220.0031.520 6.320 6.320 6.320 6.310 3.210 3.2162.0148.313.716.313.7131.9K19+660 3.26 5.4920.0046.4209.3209.3209.3209.310 4.610 4.6154.1134.020.224.020.2109.9K19+68010.860.9820.00141.22028.22028.22028.22028.21014.11014.164.764.764.79.956.5K19+700 1.5323.9320.00123.82024.82024.82024.82024.81012.41012.4249.1133.8115.264.253.869.661.4K19+720 1.6447.4520.0031.620 6.320 6.320 6.320 6.310 3.210 3.2713.721.7692.116.413.7 5.3678.3K19+740 1.4235.8420.0030.620 6.120 6.120 6.120 6.110 3.110 3.1832.915.9817.015.913.3803.7K19+760 2.35 3.8720.0037.7207.5207.5207.5207.510 3.810 3.8397.119.5377.519.516.4361.1K19+780 1.4216.4520.0037.7207.5207.5207.5207.510 3.810 3.8203.219.6183.719.616.4167.3K19+800 1.2537.8020.0026.720 5.320 5.320 5.320 5.310 2.710 2.7542.513.9528.713.911.6517.0K19+820 1.0963.1820.0023.420 4.720 4.720 4.720 4.710 2.310 2.31009.812.1997.612.110.2987.5K19+840 1.21144.2620.0023.020 4.620 4.620 4.620 4.610 2.310 2.32074.411.92062.411.910.02052.4K19+860 1.63255.4620.0028.420 5.720 5.720 5.720 5.710 2.810 2.83997.2191.43805.814.712.4176.73793.4K19+880 1.49217.8320.0031.220 6.220 6.220 6.220 6.210 3.110 3.14732.94719.313.616.213.64703.1K19+900 1.79179.2320.0032.820 6.620 6.620 6.620 6.610 3.310 3.33970.63956.414.217.014.23939.4K19+920 1.2854.7420.0030.720 6.120 6.120 6.120 6.110 3.110 3.12339.72326.413.315.913.32310.4K19+940 2.4416.8920.0037.2207.4207.4207.4207.410 3.710 3.7716.2700.116.219.316.2680.8K19+96093.670.0020.00961.120192.220192.220192.220192.21096.11096.1168.9168.9168.9381.3384.4K19+980 2.7379.1320.00964.020192.820192.820192.820192.81096.41096.4791.3499.8291.4499.8291.4117.5K20+000194.740.0020.001974.720394.920394.920394.920394.910197.510197.5791.3791.3791.3269.2789.9K20+020210.760.0020.004055.020811.020811.020811.020811.010405.510405.52433.01622.0K20+040723.000.0020.009337.6201867.5201867.5201867.5201867.510933.810933.85602.63735.0K20+060107.120.0020.008301.2201660.2201660.2201660.2201660.210830.110830.14980.73320.5K20+0801.4067.4020.001085.220217.020217.020217.020217.010108.510108.5674.0562.7111.3562.7111.3331.7小计28262.35652.55652.55652.55652.52826.22826.224648.214574.210073.92447.1651.812127.19422.114125.610705.3累计28262.35652.55652.55652.55652.52826.22826.224648.214574.210073.92447.1651.812127.19422.114125.610705.3编制：复核：远运利用及纵向调配示意备注填方数量 (m 3)利用方数量及调配 (m 3)Ⅵ本桩利用填缺挖余桩号距离(m) 总数量(m 2)ⅠⅡⅢⅣⅤ路基土石方数量计算表横断面挖方分类及数量 (m 3)面积土石土92.3(622m)石61.5(622m)弃方(到弃土坑K20+000)土76.8(102m )石286.2(115m )土279.9(46m )土9.9(20m )石56.5(20m )土13666.7(143m )石8325.7(206m )石1975.4(41m )(调至K 20+080)路基土石方数量计算表SⅣ-12编制：复核：路基土石方数量计算表SⅣ-12编制：复核：SⅣ-12编制：复核：路基土石方数量计算表9(20m )K 21+6路基土石方数量计算表SⅣ-12编制：复核：路基土石方数量计算表SⅣ-12编制：复核：路基土石方数量计算表SⅣ-12编制：复核：。

路基土石方计算表

路基土石方数量计算表(挖方分段统计)【工程量计算表(路基、路面、排水)】

路基土石方数量计算表 发设计最终版

路基填土石方计算表(K0+00~k3+000)了

(精选文档)路基土石方数量计算表(I)

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