市政道路工程量计量表，非常实用。.xls

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+020252.070.0071.500.00204387.604387.60994.1K0+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+140134.9910.5023.4010.27202968.502758.5210673.8K0+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+260238.710.0024.1110.27204689.304584.3105674.4K0+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+380178.3510.5023.8410.27203597.103387.1210682.4K0+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+520130.730.0026.010.00202919.502919.50662.8K0+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+64041.870.23186.856.4720803.40798.84.63800K0+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+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+90037.210.23235.0710.27101180.1501177.852.33045.3K0+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+9900.000.23139.9810.27102.3002.31557.7K0+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 2081.702081.73973.8 994.10994.14387.6 539.80539.84068.6 703.564.7768.24235.3 693.9129.4823.33621.9 527.8167.4695.22922.9 510.7205.4716.12789.5 468.4205.4673.82968.5 472.4205.4677.83389.6 477205.4682.43727.1 473.1205.4678.53867.8 462.3205.4667.74163.4 469.3205.4674.74533.8 469205.4674.44689.3 463.5205.4668.94645.5 477.5205.4682.94552.5 478.6205.46844395.6 465.4205.4670.84238.9 467.1205.4672.53941 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 232502325867.8 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 4689205.44894.4737.6 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+960333.3320.25278.8518.484.50 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11011027420.5827420.582139.552139.55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 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+0004.250.000.0054.480.0052.160.000.004.2520.00100.42017.5K0+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+1004.155.002.0014.853.5011.352.005.004.1520.0048.5980.0K0+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+2004.255.002.007.757.007.752.005.004.2520.0045.0910.0K0+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+3204.255.002.007.757.007.752.005.004.2520.0045.0910.0K0+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+4204.255.002.007.757.007.752.005.004.2520.0045.0910.0K0+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+5204.250.000.0018.250.0021.750.000.004.2520.0051.11032.5K0+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+6204.255.002.0011.253.5011.252.005.004.2520.0048.5980.0K0+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+7404.255.002.007.757.007.752.005.004.2520.0045.0910.0K0+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+8404.255.002.007.757.007.752.005.004.2520.0045.0910.0K0+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+9404.255.002.007.757.007.752.005.004.2520.0048.5980.0K0+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(20cm)(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)0.000.062.431674.20.000.061.231642.161.41647.40.00.000.094.042115.90.000.092.842088.993.02093.40.00.000.094.881897.50.000.093.681873.593.91877.50.00.000.064.651292.90.000.063.451268.963.61272.90.00.000.047.94958.80.000.046.74934.846.9938.80.07.84156.837.95759.06.72134.436.75735.042.0839.05.012.84256.829.20584.011.72234.428.00560.038.2764.010.012.84256.823.85477.011.72234.422.65453.032.9657.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.07.84156.829.00580.06.72134.427.80556.033.0660.05.07.84156.829.00580.06.72134.427.80556.033.0660.05.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.822.00440.011.72234.420.80416.031.0620.010.012.84256.825.50510.011.72234.424.30486.034.5690.010.07.84156.834.25685.06.72134.433.05661.038.3765.05.00.000.045.63912.50.000.044.43888.544.6892.50.00.000.060.581211.60.000.059.381187.659.61191.60.00.000.059.621192.30.000.058.421168.358.61172.30.00.000.044.66893.20.000.043.46869.243.7873.20.07.84156.834.25685.06.72134.433.05661.038.3765.05.012.84256.825.50510.011.72234.424.30486.034.5690.010.012.84256.822.00440.011.72234.420.80416.031.0620.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.01 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 ( () )12.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.818.50370.011.72234.417.30346.027.5550.010.012.84256.823.75475.011.72234.422.55451.032.8655.010.012.84256.829.00580.011.72234.427.80556.038.0760.010.012.84256.829.00580.011.72234.427.80556.038.0760.010.012.84256.829.00580.011.72234.427.80556.038.0760.010.010799.210799.231343.931343.99813.69813.630060.830060.838574.638574.68300.08300.012.84256.818.50370.011.72234.417.30346.027.5550.010.0水水泥泥砼砼(24cm)(24cm)面面积积路路幅幅宽宽 (m)(m)面面积积0.059.41593.80.091.02048.40.091.91837.50.061.61232.90.044.9898.8100.035.0699.0200.026.2524.0200.020.9417.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0100.026.0520.0100.026.0520.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.019.0380.0200.022.5450.0100.031.3625.00.042.6852.50.057.61151.60.056.61132.30.041.7833.2100.031.3625.0200.022.5450.0200.019.0380.0200.015.5310.01 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)200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.015.5310.0200.020.8415.0200.026.0520.0200.026.0520.0200.026.0520.028136.028136.08300.08300.0200.015.5310.0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+331.7897.510.371010.62K0+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+71217.510.37181.39K0+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10111213141516171819200.004.8484.650.000.000.002.760.004.8484.650.000.000.002.760.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.002.028310.420.000.000.000.002.022298.120.000.000.000.003.238861.160.000.000.000.000.000.000.000.0012.61220.597.930.000.000.000.0012.61220.597.930.000.000.000.0012.61220.597.930.000.000.000.0012.61220.597.930.000.000.000.0012.61220.597.930.000.000.000.0012.61189.087.930.000.000.000.0012.61220.597.930.000.006.29892.960.000.000.000.000.000.0018.25620.500.000.000.000.0020.261438.460.001947016989320591513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)21222348.320.000.0048.320.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.14372.64138.740.00138.740.00138.740.00138.740.00138.740.00118.920.00138.740.000.000.000.004.07138.380.005.08360.681048872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0.500.05122.190122.059124.220115.960115.8106.249116.210K0+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