市政道路工程量计量表，非常实用。.xls

《市政道路工程量计量表，非常实用。.xls》由会员分享，可在线阅读，更多相关《市政道路工程量计量表，非常实用。.xls（77页珍藏版）》请在淘文阁 - 分享文档赚钱的网站上搜索。

1、1路基土石方计算表起讫桩号横断面积 距离挖方分类及数量（m3）填方数量（m3） 挖填总数量土总数量清表土挖路基土方挖分隔带盲沟土方路基填方分隔带填方清表土挖路基土方挖分隔带盲沟土方 123456789101112 K0-049.3277.850.0047.050.00272954.357102954.357101874.0475K0-022.50142.460.0092.700.00233237.412503237.412502580.4125K0+000145.310.00136.670.00203973.803973.802081.7K0+020252.070.0071.500.00204

2、387.604387.60994.1K0+040186.690.0027.910.00204068.604068.60539.8K0+060220.170.0026.070.00204235.304168.367768.2K0+080196.666.7044.286.47203621.903487.9134823.3K0+100152.136.7025.116.47202922.902750.9172695.2K0+120122.9610.5027.6710.27202789.502579.5210716.1K0+140134.9910.5023.4010.27202968.502758.52

3、10673.8K0+160140.8610.5023.4410.27203389.603179.6210677.8K0+180177.1010.5023.8010.27203727.103517.1210682.4K0+200174.6110.5023.9010.27203867.803657.8210678.5K0+220191.1710.5023.4110.27204163.403953.4210667.7K0+240204.1710.5022.8210.27204533.804428.8105674.7K0+260238.710.0024.1110.27204689.304584.310

4、5674.4K0+280219.7210.5022.7910.27204645.504435.5210668.9K0+300223.8310.5023.5610.27204552.504342.5210682.9K0+320210.4210.5024.1910.27204395.604185.6210684K0+340208.1410.5023.6710.27204238.904028.9210670.8K0+360194.7510.5022.8710.2720394103731210672.5K0+380178.3510.5023.8410.27203597.103387.1210682.4

5、K0+400160.3610.5023.8610.2720360603396210682.4K0+420179.2410.5023.8410.27203432.703222.7210684.2K0+440143.0310.5024.0410.27203118.902908.9210681.2K0+460147.8610.5023.5410.27203200.603027.9172.7658.2K0+480154.936.7725.476.54203235.503100.8134.7644.7K0+500155.156.7025.996.47202925.802858.867584.7K0+52

6、0130.730.0026.010.00202919.502919.50662.8K0+540161.220.0040.270.00205077.805077.801019.2K0+560346.560.0061.650.00204000.904000.901606.3K0+58053.530.0098.980.0020867.80867.802325K0+60033.250.00133.520.0020747.307452.32987.2K0+62041.250.23158.736.4720835.80831.24.63585.2K0+64041.870.23186.856.4720803.

7、40798.84.63800K0+66038.010.23176.4110.2720757.70753.14.63902.5K0+68037.300.23193.3010.2720748.20743.64.64189.9K0+70037.060.23205.1510.2720718.20713.64.64231K0+72034.300.23197.4110.2720717.30712.74.64321.6K0+74036.970.23214.2110.27207370732.44.64503.9K0+76036.270.23215.6410.2720744.70740.14.64636.8K0

8、+78037.740.23227.5010.2720757.90753.34.64735.5K0+80037.590.23225.5110.2720754.20749.64.64757.2K0+82037.370.23229.6710.2720735.10730.54.64843.7K0+84035.680.23234.1610.2720737.607334.64894.4K0+86037.620.23234.7410.2720755.10750.54.64901.4K0+88037.430.23234.8610.27207510746.44.64904.7K0+90037.210.23235

9、.0710.27101180.1501177.852.33045.3K0+910198.360.23353.4510.2710994.10991.82.32543.35K0+9200.000.23134.6810.27204.6004.62866.2K0+9400.000.23131.4010.27204.6004.62972.9K0+9600.000.23145.3510.27102.3002.31547.05K0+9700.000.23143.5210.27102.3002.31492.3K0+9800.000.23134.4010.27102.3002.31474.6K0+9900.00

10、0.23139.9810.27102.3002.31557.7K0+10000.000.23151.0210.27204.6004.63060.5K0+10200.000.23134.4910.27合 计1069.3 130784.71960126583.01964201.7 115167.26K0+500155.156.7025.996.47利用方（m3）缺方内运 （m3）余方弃置 （m3）填 路基填方分隔带填方土土 13141516171874.047501874.04752954.3571 2580.412502580.41253237.4125 2081.702081.73973.8

11、994.10994.14387.6 539.80539.84068.6 703.564.7768.24235.3 693.9129.4823.33621.9 527.8167.4695.22922.9 510.7205.4716.12789.5 468.4205.4673.82968.5 472.4205.4677.83389.6 477205.4682.43727.1 473.1205.4678.53867.8 462.3205.4667.74163.4 469.3205.4674.74533.8 469205.4674.44689.3 463.5205.4668.94645.5 477.5

12、205.4682.94552.5 478.6205.46844395.6 465.4205.4670.84238.9 467.1205.4672.53941 477205.4682.43597.1 477205.4682.43606 478.8205.4684.23432.7 475.8205.4681.23118.9 490.1168.1658.23200.6 514.6130.1644.73235.51路基土石方计算表填方数量（m3）52064.7584.72925.8 662.80662.82919.5 1019.201019.25077.8 1606.301606.34000.9 23

13、2502325867.8 2922.564.72987.2747.3 3455.8129.43585.2835.8 3632.6167.43800803.4 3697.1205.43902.5757.7 3984.5205.44189.9748.2 4025.6205.44231718.2 4116.2205.44321.6717.3 4298.5205.44503.9737 4431.4205.44636.8744.7 4530.1205.44735.5757.9 4551.8205.44757.2754.2 4638.3205.44843.7735.1 4689205.44894.4737

14、.6 4696205.44901.4755.1 4699.3205.44904.7751 2942.6102.73045.31180.15 2440.65102.72543.35994.1 2660.8205.42866.24.6 2767.5205.42972.94.6 1444.35102.71547.052.3 1389.6102.71492.32.3 1371.9102.71474.62.31455102.71557.72.32855.1205.43060.54.6106892.368274.9115167.26130784.72K0+910K1+020K0+910K1+020段段水水

15、塘塘路路基基回回填填工工程程量量计计算算表表工程名称：桩号清挖淤泥断 面积（m2）回填级配碎 石断面积（ m2）回填片石断 面积（m2）片石顶平整 断面积（m2 ）片石收边坡 断面积（m2 ）长度 （m）清挖淤泥量 （m3）回填级配碎石 （m3）K0+910200.8318.16166.3616.543.68 10.002052.71181.45 K0+920209.7118.13181.6616.513.16 20.004958.42362.00 K0+940286.1318.07234.6316.455.36 20.006194.60383.20 K0+960333.3320.25278.

16、8518.484.50 10.003378.60202.35 K0+970342.3920.22286.0510.454.39 10.003456.15201.60 K0+980348.8420.10297.4218.325.05 10.003438.65201.45 K0+990338.8920.19293.1318.404.50 10.002165.15202.80 K1+00094.1420.3786.8618.562.58 20.001776.30404.70 K1+02083.4920.1068.8918.321.82合合 计计11011027420.5827420.582139.5

17、52139.55回填片石（m3 ）片石顶平整 （m3）片石收边坡 （m3）1740.10165.2534.204162.90329.6085.205134.80349.3098.602824.50144.6544.452917.35143.8547.202952.75183.6047.751899.95184.8035.401557.50368.8044.0023189.8523189.851869.851869.85436.80436.80K0+910K1+020K0+910K1+020段段水水塘塘路路基基回回填填工工程程量量计计算算表表1 1路路 面面 结结 构构 工工 程程 量量 计计

18、算算桩桩号号左左侧侧宽宽(m)(m)中中内内绿绿 化化带带右右侧侧宽宽(m)(m)桩桩间间距距(m)(m)工工 程程 量量 ( () )路路床床碾碾压压人人行行道道非非机机动动 车车道道绿绿化化带带机机动动车车 道道机机动动车车 道道绿绿化化带带非非机机动动 车车道道人人行行道道路路幅幅宽宽 (m)(m)面面积积-K0-0494.250.000.0021.710.0021.700.000.004.2526.8267.91835.2-K0-0234.250.000.0027.000.0048.440.000.004.2522.5099.52250.9K0+0004.250.000.0054.48

19、0.0052.160.000.004.2520.00100.42017.5K0+0204.250.000.0050.110.0027.000.000.004.2520.0070.11412.9K0+0404.250.000.0024.780.0021.400.000.004.2520.0053.31076.8K0+0604.150.000.0021.850.0021.850.000.004.1520.0052.01050.0K0+0804.155.002.0014.853.5011.352.005.004.1520.0052.01050.0K0+1004.155.002.0014.853.50

20、11.352.005.004.1520.0048.5980.0K0+1204.255.002.007.757.007.752.005.004.2520.0045.0910.0K0+1404.255.002.007.757.007.752.005.004.2520.0045.0910.0K0+1604.255.002.007.757.007.752.005.004.2520.0045.0910.0K0+1804.255.002.007.757.007.752.005.004.2520.0045.0910.0K0+2004.255.002.007.757.007.752.005.004.2520.

21、0045.0910.0K0+2204.255.002.007.757.007.752.005.004.2520.0045.0910.0K0+2404.255.002.007.757.007.752.005.004.2520.0045.0910.0K0+2604.250.000.0018.250.0018.250.000.004.2520.0045.0910.0K0+2804.255.002.007.757.007.752.005.004.2520.0045.0910.0K0+3004.255.002.007.757.007.752.005.004.2520.0045.0910.0K0+3204

22、.255.002.007.757.007.752.005.004.2520.0045.0910.0K0+3404.255.002.007.757.007.752.005.004.2520.0045.0910.0K0+3604.255.002.007.757.007.752.005.004.2520.0045.0910.0K0+3804.255.002.007.757.007.752.005.004.2520.0045.0910.0K0+4004.255.002.007.757.007.752.005.004.2520.0045.0910.0K0+4204.255.002.007.757.007

23、.752.005.004.2520.0045.0910.0K0+4404.255.002.007.757.007.752.005.004.2520.0045.0910.0K0+4604.255.002.007.757.007.752.005.004.2520.0046.8945.0K0+4804.255.002.0011.253.5011.252.005.004.2520.0048.5980.0K0+5004.255.002.0011.253.5011.252.005.004.2520.0048.5980.0K0+5204.250.000.0018.250.0021.750.000.004.2

24、520.0051.11032.5K0+5404.250.000.0018.250.0027.000.000.004.2520.0066.11331.6K0+5604.250.000.0018.250.0051.660.000.004.2520.0065.11312.3K0+5804.250.000.0018.250.0025.070.000.004.2520.0050.21013.2K0+6004.250.000.0018.250.0021.750.000.004.2520.0048.5980.0K0+6204.255.002.0011.253.5011.252.005.004.2520.00

25、48.5980.0K0+6404.255.002.0011.253.5011.252.005.004.2520.0046.8945.0K0+6604.255.002.007.757.007.752.005.004.2520.0045.0910.0K0+6804.255.002.007.757.007.752.005.004.2520.0045.0910.0K0+7004.255.002.007.757.007.752.005.004.2520.0045.0910.0K0+7204.255.002.007.757.007.752.005.004.2520.0045.0910.0K0+7404.2

26、55.002.007.757.007.752.005.004.2520.0045.0910.0K0+7604.255.002.007.757.007.752.005.004.2520.0045.0910.0K0+7804.255.002.007.757.007.752.005.004.2520.0045.0910.0K0+8004.255.002.007.757.007.752.005.004.2520.0045.0910.0K0+8204.255.002.007.757.007.752.005.004.2520.0045.0910.0K0+8404.255.002.007.757.007.7

27、52.005.004.2520.0045.0910.0K0+8604.255.002.007.757.007.752.005.004.2520.0045.0910.0K0+8804.255.002.007.757.007.752.005.004.2520.0045.0910.0K0+9004.255.002.007.757.007.752.005.004.2520.0045.0910.0K0+9204.255.002.007.757.007.752.005.004.2520.0045.0910.0K0+9404.255.002.007.757.007.752.005.004.2520.0048

28、.5980.0K0+9604.255.002.0011.253.5014.752.005.004.2520.0052.01050.0K0+9804.255.002.0011.253.5014.752.005.004.2520.0052.01050.0K1+0004.255.002.0011.253.5014.752.005.004.2520.0052.01050.0K1+0204.255.002.0011.253.5014.752.005.004.25合合 计计1 10 06 69 954512.954512.920.0045.0910.0碎碎石石层层(18cm)(18cm)碎碎石石层层(20

29、cm)(20cm)水水稳稳层层(18cm)(18cm)水水稳稳层层(20cm)(20cm)封封油油层层(0.6cm)(0.6cm)水水泥泥砼砼(22cm)(22cm)路路幅幅宽宽 (m)(m)面面积积路路幅幅宽宽 (m)(m)面面积积路路幅幅宽宽(m)(m)面面积积路路幅幅宽宽(m)(m)面面积积路路幅幅宽宽(m)(m)面面积积路路幅幅宽宽 (m)(m)0.000.062.431674.20.000.061.231642.161.41647.40.00.000.094.042115.90.000.092.842088.993.02093.40.00.000.094.881897.50.000.

30、093.681873.593.91877.50.00.000.064.651292.90.000.063.451268.963.61272.90.00.000.047.94958.80.000.046.74934.846.9938.80.07.84156.837.95759.06.72134.436.75735.042.0839.05.012.84256.829.20584.011.72234.428.00560.038.2764.010.012.84256.823.85477.011.72234.422.65453.032.9657.010.012.84256.818.50370.011.7

31、2234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.07.8415

32、6.829.00580.06.72134.427.80556.033.0660.05.07.84156.829.00580.06.72134.427.80556.033.0660.05.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550

33、.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.822.00440.011.72234.

34、420.80416.031.0620.010.012.84256.825.50510.011.72234.424.30486.034.5690.010.07.84156.834.25685.06.72134.433.05661.038.3765.05.00.000.045.63912.50.000.044.43888.544.6892.50.00.000.060.581211.60.000.059.381187.659.61191.60.00.000.059.621192.30.000.058.421168.358.61172.30.00.000.044.66893.20.000.043.46

35、869.243.7873.20.07.84156.834.25685.06.72134.433.05661.038.3765.05.012.84256.825.50510.011.72234.424.30486.034.5690.010.012.84256.822.00440.011.72234.420.80416.031.0620.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.01 1路路 面面 结结 构构 工工 程程 量量 计计 算算工工 程程 量量 ( () )12.84256.818.50370.011.72234.4

36、17.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818

37、.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550

38、.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.823.75475.011.72234.422.55451.032.8655.010.012.84256.829.00580.011.72234.427.80556.038.0760.010.012.84256.829.00580.011.72234.427.80556.038.0760.010.012.84256.829.00580.011.72234.427.80556.038.0760.010.010799.210799.231343.931343.99

39、813.69813.630060.830060.838574.638574.68300.08300.012.84256.818.50370.011.72234.417.30346.027.5550.010.0水水泥泥砼砼(24cm)(24cm)面面积积路路幅幅宽宽 (m)(m)面面积积0.059.41593.80.091.02048.40.091.91837.50.061.61232.90.044.9898.8100.035.0699.0200.026.2524.0200.020.9417.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5

40、310.0200.015.5310.0200.015.5310.0100.026.0520.0100.026.0520.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.019.0380.0200.022.5450.0100.031.3625.00.042.6852.50.057.61151.60.056.61132.30.041.7833.2100.031.3625.0200.022

41、.5450.0200.019.0380.0200.015.5310.01 1路路 面面 结结 构构 工工 程程 量量 计计 算算工工 程程 量量 ( () )水水泥泥砼砼(22cm)(22cm)200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.020.8415.0200.026

42、.0520.0200.026.0520.0200.026.0520.028136.028136.08300.08300.0200.015.5310.0水水 泥泥 混混 凝凝 土土 路路 面面 钢钢 筋筋 用用 量量 表表桩桩 号号铺铺筑筑长长 度度填填缝缝料料 ( (纵纵缝缝) )填填缝缝料料 ( (胀胀缝缝) )填填缝缝料料 ( (缩缩缝缝) )纵纵向向边边缘缘横横向向 边边缘缘30(m)(m)(m)(m)(m)(m)每每米米 用用量量(kg)123456789K0+030新旧砼路面接缝17.50.00K1+400新旧砼路面接缝17.50.00K0+030K0+331.7897.510.37

43、1010.62K0+331.78K0+400105.010.371088.36K0+400K0+71290.010.37932.88K0+712K0+792130.510.371352.68K0+792K1+10090.010.37932.88K1+100K1+40097.510.371010.62K0+030K1+40013704110.000.00展宽路口1136.560.00K0+030K1+40013702740.00.00K0+03017.510.37181.39K0+331.7817.510.37181.39K0+40017.510.37181.39K0+71217.510.371

44、81.39K0+79217.510.37181.39K1+10015.010.37155.48K1+40017.510.37181.39K0+030K1+400角隅筋(个)1420.00K0+030K1+400检查井周边加固(个)340.00K0+030K1+400四联雨水口周边加固( 个)710.00小小 计计1370.05247120611274007572合合 计计52475247120120611611274027400 0I I钢钢筋筋：编制：1 16 614141212128每每米米 用用量量(kg)每每米米 用用量量(kg)每每米米 用用量量(kg)每每米米 用用量量(kg)每每

45、米米 用用量量(kg)每每米米 用用量量10111213141516171819200.004.8484.650.000.000.002.760.004.8484.650.000.000.002.760.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.002.028310.420.000.000.000.002.022298.120.000.000.000.003.238861.160.000.000.000.0

46、00.000.000.000.0012.61220.597.930.000.000.000.0012.61220.597.930.000.000.000.0012.61220.597.930.000.000.000.0012.61220.597.930.000.000.000.0012.61220.597.930.000.000.000.0012.61189.087.930.000.000.000.0012.61220.597.930.000.006.29892.960.000.000.000.000.000.0018.25620.500.000.000.000.0020.261438.460

47、.001947016989320591513水水 泥泥 混混 凝凝 土土 路路 面面 钢钢 筋筋 用用 量量 表表1172011720钢钢筋筋：复核:6.5(kg)每每米米 用用量量(kg)21222348.320.000.0048.320.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.14372.64138.740.00138.740.00138.740.00138.740.00138.740.00118.920.00138.740.000.000.000.004.07138.380.0

48、05.08360.681048872水水 泥泥 混混 凝凝 土土 路路 面面 钢钢 筋筋 用用 量量 表表82187521875钢钢筋筋：1南侧污水管沟槽工程量计算表桩号管道基础 形式管径管壁厚设计路面 标高(m)距路中 18.75m处 路床标高 (m)距路中 18.75m原 地面标高 (m)管标高(m)挖深(m)砂石基础 顶高程（m ）管内底标 高(m)沟槽底标 高(m)K0+000180砂 石基础0.500.05122.410122.279122.963116.060115.9106.369116.310K0+040180砂 石基础0.500.05122.190122.059124.220

49、115.960115.8106.249116.210K0+080180砂 石基础0.500.05121.980121.849124.998115.860115.7106.139116.110K0+119180砂 石基础0.500.05121.820121.689124.792115.790115.6406.049116.040K0+158180砂 石基础0.500.05121.620121.489124.389115.660115.5105.979115.910K0+196180砂 石基础0.500.05121.420121.289124.763115.560115.4105.879115.810K0+236180砂 石基