结构物土方开挖

1、南南阳阳一一标标结结构构物物土土方方开开挖挖工工程程量量复复核核一一览览表表序 号结构物名称复核工程量图纸工程量清单工程量与图纸工程量差1潦河渡槽401428.58433200465504-31771.422王村干渠倒虹吸9322.07972212236.23-399.933木沟河排水涵洞68650.388220090555-13549.624大徐营倒虹吸45707.35/48908-3200.655滚沟倒虹吸40948.354114148592-192.656程沟排水涵洞71774.418214874900-10373.59备 注与清单工程量对比南南阳阳一一标标结结构构物物土土方方开开挖挖工

2、工程程量量复复核核一一览览表表计 算： 复 核： 日 期：表1：潦河渡槽土方开挖工程量计算表序 号桩 号建筑物防护主干渠部位面 积距 离方 量部位备 注1渡0+000.00493.5685493.5685208104.84退水闸2渡0+020.00316.9155316.9155206435.14退水闸3渡0+040.00326.598326.598206606.99退水闸4渡0+060.00334.1012334.101213.55416.33退水闸5渡0+073.50468.3183468.31833013966.75进口渐变6渡0+103.50462.7985462.798527.521

3、665.88进口渐变7渡0+131.001112.90171112.90172.53051.11进口渐变8渡0+133.501327.98551327.98551.121534.95进口闸室9渡0+134.621413.00381413.003811424.23进口闸室10渡0+135.621435.45741435.457411.0819136.05进口闸室11渡0+146.702018.7032018.7031.83821.98进口闸室12渡0+148.502227.93932227.93939.721996.61进口连接13渡0+158.202307.44332307.443310.32

4、0423.57进口连接14渡0+168.501362.8292295.46851658.297746289.39槽身段15渡0+172.501190.9298295.46851486.398316.4116601.14槽身段16渡0+188.91411.7735125.1236536.89710.7368.69槽身段17渡0+189.61391.3721125.1236516.495700槽身段18渡0+189.61467.6815125.1236592.805144.7921756.48槽身段19渡0+234.40282.241696.4415378.683165.724267.3槽身段20

5、渡0+300.10261.12498.9236360.047643.6214718.67槽身段21渡0+343.72218.241296.57314.8112工程量见表2槽身段22渡0+359.10工程量见表3出口连接23渡0+382.1073.299315.01006.8出口闸室24渡0+397.1060.940140.02409.41出口渐变25渡0+437.1059.530526小 计：221002.31小 计：221002.31复核工程量：401428.58图纸工程量：433200清单工程量：465504计 算： 复 核： 日 期：表2：潦河渡槽土方开挖工程量计算表序号桩号槽身段面积距

6、离槽身段方量备注1-涵洞0+089.0314.56799.03247.822-涵洞0+080.0040.3209301073.93-涵洞0+050.0031.27215.31156.554-涵洞0+044.6927.693144.691668.75涵洞0+000.0046.985713.71902.946涵洞0+013.7184.733613.71941.447涵洞0+027.4252.602444.691594.348涵洞0+072.1118.748725.31403.959涵洞0+097.4213.17112.5833.9810涵洞0+100.0013.171120292.6211涵洞0+

7、120.0016.091322.62363.9912涵洞0+142.6216.091313小 计：7680.237680.23计 算： 复 核： 日 期：表3：潦河渡槽土方开挖工程量计算表序 号桩 号清表开挖面 积距 离方 量备 注1-涵洞0+089.030.009.03128.132-涵洞0+080.0011.540616.839128.3830658.583-涵洞0+050.0011.52314.002515.535.3181.754-涵洞0+044.6911.51593.747815.2644.69932.755涵洞0+000.0011.558114.921526.4813.71490.

8、116涵洞0+013.7111.570733.447145.0213.71465.787涵洞0+027.4211.588111.342122.9344.69868.78涵洞0+072.1111.63654.310115.9525.31353.119涵洞0+097.4211.68310.272811.962.5830.8510涵洞0+100.0011.68310.272811.9620244.9811涵洞0+120.0011.64870.893312.5422.62141.8512涵洞0+142.620.0013小 计：4396.594396.59计 算： 复 核： 日 期：表4：潦河渡槽土方开

9、挖工程量计算表序 号桩 号面 积距 离方 量部位备 注1退0+000.00034.659453.55退水闸2退0+034.65545.65949.384376.91退水闸3退0+044.03387.583516.516783.02退水闸4退0+060.54434.102311.464764.86退水闸5退0+072.00397.461152129.61闸室段6退0+077.00454.3844104417.61闸室段7退0+087.00429.138520.8711934.53陡坎段8退0+107.87714.56384.133075.88陡坎段9退0+112.00774.9651131090

10、1.13陡坎段10退0+125.009027陡坎段11退0+140.00795.56242015612.61陡坎段12退0+160.00765.69852523158.03消力池段13退0+185.001086.944200消力池段14退0+185.00862.148714.2412552.19海漫段15退0+199.24900.799526.0420426.88海漫段16退0+225.28668.08569.725303.23海漫段17退0+235.00423.11324514422.73海漫段18退0+280.00217.89747.85207.74海漫段19退0

11、+327.80020小 计：167253.21注：齿槽工程量见表5，防冲槽工程量见表6.167253.21计 算： 复 核： 日 期：表5：潦河渡槽土方开挖工程量计算表序号齿槽编号上面积底面积平均高度方量备注1齿槽1119.1448.160.866.922齿槽2119.1448.160.866.923齿槽3-186.2449.50.854.34齿槽3-2100.9249.50.9571.455齿槽4159.6489.140.83103.246齿槽5145.6279.270.8393.337齿槽659.5430.210.8337.258齿槽7-115.5411.250.45.369齿槽7-217

12、.0611.250.57.0810齿槽822.2611.20.58.3711齿槽9-1断面积：3.104长度：16.84952.312齿槽9-2断面积：0.9517长度：30.8529.3613小 计：595.88595.88计 算： 复 核： 日 期：表6：潦河渡槽土方开挖工程量计算表 此断面长度为43.7m此断面面积为10.7145渐变到两边0面积长度分别为4m，2m10.7145*43.7=468.2210.7145/2*4=21.4310.7145/2*2=10.71468.22+21.43+10.71=500.36小 计：500.36500.36计 算： 复 核： 日 期：王村干渠土

13、方开挖工程量统计表序 号桩 号面 积距 离方 量备 注1王0+000.004.69773.7917.962王0+003.794.78181.826.323王0+005.5924.46752.51104.994王0+008.1059.19036.85406.735王0+014.9559.56344.95259.116王0+019.9045.12629.08460.87王0+028.9856.3714.72311.128王0+033.7075.45966.3474.669王0+040.0075.2274201504.5510王0+060.0075.22743.46260.2911王0+063.46

14、75.22740012王0+063.4659.983716.54986.0313王0+080.0059.245624.141423.6514王0+104.1458.70420015王0+104.1466.706815.861013.4916王0+120.0061.098311.8706.3417王0+131.8058.62054.29229.1318王0+136.0948.20039.38390.6119王0+145.4735.08644.65190.4120王0+150.1246.81016.8318.3121王0+156.9246.81012.5173.9722王0+159.4312.13

15、370.574.0223王0+160.001.96122.043.1824王0+162.041.159817.9618.2925王0+180.000.87682015.4626王0+200.000.66912011.8727王0+220.000.51762066.0528王0+240.006.087311.9744.7329王0+251.971.386230复核工程量：9322.0731图纸工程量：972232清单工程量：12236.23计 算： 复 核： 日 期：9322.07计 算： 复 核： 日 期：表1：木沟河土方开挖工程量计算表序 号桩 号面 积距 离方 量备 注1木00+000.0

16、0124.389128.754191.942木00+028.75167.22420.588.273木00+029.25185.84420.75139.384木00+030.00185.844212.23670.575木00+042.20415.88931.05434.816木00+043.25412.31150.49206.057木00+043.74428.72229.664238.648木00+053.40448.84363.811651.199木00+057.21417.92160010木00+057.21298.06327.432225.0711木00+064.64300.878915.

17、364476.8812木00+080.00282.0479205532.2913木00+100.00271.181122.585743.7514木00+122.58237.565914.623473.2115木00+137.20237.565914.623473.2116木00+151.82237.56598.182022.9217木00+160.00257.0359205029.1918木00+180.00245.88268.412115.1119木00+188.41257.1160020木00+188.41233.204911.592705.8521木00+200.00233.723112

18、.83191.7922木00+212.80264.99367.492287.6423木00+220.29345.85830024木00+220.29384.23823.711468.425木00+224.00407.35211.24506.9726木00+235.20397.4641.24459.9727木00+236.44344.42923.241001.4928木00+239.68273.773611.561896.6229木00+251.2454.361402313.3930木00+291.2461.3087齿槽工程量见下表：1齿槽一1.3627.637.542齿槽二1.3627.637

19、.543齿槽三0.697927.619.264齿槽四0.450325.411.445小 计：68650.38复核工程量：68650.38图纸工程量：82200清单工程量：90555计 算： 复 核： 日 期：表2：木沟河土方开挖工程量计算表序 号名 称齿槽截面面积长 度方 量备 注1齿槽一1.3627.637.542齿槽二1.3627.637.543齿槽三0.697927.619.264齿槽四0.450325.411.445小 计：105.78计 算： 复 核： 日 期：大大徐徐营营土土方方开开挖挖工工程程量量计计算算表表序 号桩 号面 积距 离方 量备 注1大0+000.0019.40872

20、0326.182大0+020.0013.209113.65231.093大0+033.6520.650116.35339.34大0+050.0020.853918.94891.235大0+068.9473.2574201365.76大0+088.9463.312516.51431.837大0+105.44110.242125.452764.528大0+130.89107.00913.022251.019大0+143.91238.76910.382490.0510大0+154.29241.009822.154945.4811大0+176.44205.534717.53263.6912大0+193

21、.94167.4588151926.913大0+208.9489.46089.231183.4714大0+218.17166.978322.314570.2815大0+240.48242.72917.375049.1516大0+257.85338.635514.26111.3317大0+272.05522.115413.84178.2318大0+285.8583.424810.4689.6119大0+296.2549.191912.69587.2920大0+308.9443.367617.34694.1421大0+326.2836.69524.792.8422大0+330.982.8129.0

22、224.5423大0+340.002.63012082.5624大0+360.005.625513.9387.625大0+373.936.951511.0771.4326大0+385.005.952815.6257.927大0+400.621.460628复核工程量：45707.3529图纸工程量：30清单工程量：48908计 算： 复 核： 日 期：滚滚沟沟排排水水倒倒虹虹吸吸土土方方开开挖挖工工程程量量统统计计表表序 号桩 号面 积距 离方 量备 注1滚0+000.0018.38418.05357.552滚0+018.0521.2335003滚0+018.0524.74728.9645.0

23、24滚0+046.9519.8913005滚0+046.9519.891318.143350.696滚0+065.09349.5339134409.987滚0+078.09328.9252008滚0+078.09243.336211.842469.439滚0+089.93173.79799.471942.2210滚0+099.40236.386716.183831.9911滚0+115.58237.282713.352267.6212滚0+128.93102.435514.031437.5813滚0+142.96102.493613.012259.6714滚0+155.97244.881115

24、.213724.6415滚0+171.18244.881111.342395.816滚0+182.52177.658412.252692.9117滚0+194.77262.0010018滚0+194.77346.9386134391.5219滚0+207.77328.679413.42648.1920滚0+221.1766.573410621.3521滚0+231.1757.69690022滚0+231.1730.033921.03663.623滚0+252.2033.075514.97455.3324滚0+267.1727.75717.96383.2625滚0+275.1368.540626

25、总 计：修改完成40948.3527图纸工程量：4114128清单工程量：48592计 算： 复 核： 日 期：程程沟沟排排水水倒倒虹虹吸吸土土方方开开挖挖工工程程量量明明细细序 号桩 号面 积距 离方 量备 注1程0+000.0026.040720503.562程0+020.0024.315510.11242.413程0+030.1123.6396004程0+030.1141.231910403.795程0+040.1139.525814.651051.136程0+054.76103.9738挡墙10.492077.047程0+065.25292.02944.41392.678程0+069.65341.001611.84023.829程0+081.45341.0016进口0.00010程0+081.45311.334531.90788