建筑工程概算表

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1、建筑工程概算表表13.2骨口.序号工程或费用名称单位数量单价（元）合价（元）第一部分：建筑工程26144550.671左岸m7335.0013510651.97(1)0+000-0+870m870.001948141.50土方开挖（弃渣外运）m318507.6913.67252914.18石方开挖3m165.6293.8115536.09夯填土堤3m1499.7216.1624241.86人工修正边坡2m10405.441.2913453.17土工布（规格300g）2m7559.887.6557833.10C25砼压顶3m68.51651.2644619.30C25砼基础3m319.73613

2、.45196133.99C25砼连接3m12.79613.457845.36生态护坡2m6872.62183.001257689.59草皮护坡2m3532.8220.0070656.37细部结构3m401.0318.007218.48(2)3+8804+410m530.00936309.12土方开挖（弃渣外运）3m4160.7513.6756858.14石方开挖3m179.5093.8116838.12夯填土堤3m558.9616.169035.15人工修正边坡2m3620.211.294680.56土工布（规格300g）2m3982.237.6530464.03C25砼压顶3m41.7465

3、1.2627181.87C25砼基础3m194.78613.45119483.92C25砼连接3m7.94613.454869.53生态护坡2m3620.21183.00662497.68草皮护坡2m0.0020.000.00细部结构3m244.4518.004400.11(3)4+5458+420m3875.006688320.55土方开挖（弃渣外运）3m17628.1613.67240895.13石方开挖3m1365.3093.81128072.88夯填土堤3m7621.8016.16123200.42人工修正边坡2m26239.221.2933924.64建筑工程概算表表13.2骨口.序

4、号工程或费用名称单位数量单价（元）合价（元）土工布（规格300g）m228863.147.65220803.03C25砼压顶m3305.16651.26198735.39C25砼基础m31424.06613.45873585.29C25砼连接m357.33613.4535168.85生态护坡2m26239.22183.004801777.04草皮护坡2m0.0020.000.00细部结构3m1786.5518.0032157.88(4)8+64510+705m2060.003937880.80土方开挖（弃渣外运）3m22446.6613.67306741.59石方开挖3m713.8793.81

5、66965.05夯填土堤3m5020.9416.1681159.62人工修正边坡2m15029.531.2919431.65土工布（规格300g）2m16263.747.65124417.60C25砼压顶3m162.23651.26105650.30C25砼基础3m793.10613.45486523.94C25砼连接3m30.43613.4518666.55生态护坡2m14785.22183.002705694.75草皮护坡2m244.3120.004886.18细部结构3m985.7518.0017743.572右岸m6960.0012633898.69(1)0+5000+935m435.

6、00815694.32土方开挖（弃渣外运）3m7600.7313.67103866.63石方开挖3m51.2093.814802.85夯填土堤3m22.8516.16369.35人工修正边坡2m3214.371.294155.86土工布（规格300g）2m3273.817.6525044.68C25砼压顶3m34.26651.2622309.65C25砼基础3m159.86613.4598066.99C25砼连接3m6.62613.454057.94生态护坡2m2976.19183.00544643.56草皮护坡2m238.1820.004763.60建筑工程概算表表13.2骨口.序号工程或费

7、用名称单位数量单价（元）合价（元）细部结构200.7318.003613.21(2)4+0008+145m4145.007106561.96土方开挖（弃渣外运）m327134.7513.67370806.02石方开挖m31536.2093.81144104.26夯填土堤3m13566.7116.16219295.20人工修正边坡2m27159.711.2935114.75土工布（规格300g）2m29358.637.65224593.51C25砼压顶3m326.42651.26212582.76C25砼基础3m1523.29613.45934454.46C25砼连接3m61.30613.453

8、7603.62生态护坡2m26689.66183.004884208.27草皮护坡2m470.0520.009401.00细部结构3m1911.0118.0034398.09(3)8+44510825m2380.004711642.41土方开挖（弃渣外运）3m29996.9513.67409919.01石方开挖3m625.3593.8158661.37夯填土堤3m5597.2816.1690475.64人工修正边坡2m18385.701.2923770.84土工布（规格300g）2m19643.587.65150273.36C25砼压顶3m187.43651.26122061.99C25砼基础3m874.65613.45536550.45C25砼连接3m35.28613.4521642.37生态护坡2m17857.80183.003267976.87草皮护坡2m527.9120.0010558.10细部结构3m1097.3618.0019752.39