建筑工程概算表

1、骨口. 序号工程或费用名称单位数量单价元合价元第一局部：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3 m18507.6913.67252914.18石方开挖3 m165.6293.8115536.09夯填土堤3 m1499.7216.1624241.86人工修正边坡2 m10405.441.2913453.17土工布规格300g2 m7559.887.6557833.10C25砼压顶3 m68.51651.2644619.30C25砼根底3 m319.73613.45196133.99

2、C25砼连接3 m12.79613.457845.36生态护坡2 m6872.62183.001257689.59草皮护坡2 m3532.8220.0070656.37细部结构3 m401.0318.007218.48(2)3+8804+410m530.00936309.12土方开挖弃渣外运3 m4160.7513.6756858.14石方开挖3 m179.5093.8116838.12夯填土堤3 m558.9616.169035.15人工修正边坡2 m3620.211.294680.56骨口. 序号工程或费用名称单位数量单价元合价元土工布规格300g2 m3982.237.6530464.0

3、3C25砼压顶3 m41.74651.2627181.87C25砼根底3 m194.78613.45119483.92C25砼连接3 m7.94613.454869.53生态护坡2 m3620.21183.00662497.68草皮护坡2 m0.0020.000.00细部结构3 m244.4518.004400.11(3)4+545 8+420m3875.006688320.55土方开挖弃渣外运3 m17628.1613.67240895.13石方开挖3 m1365.3093.81128072.88夯填土堤3 m7621.8016.16123200.42人工修正边坡2 m26239.221.2

4、933924.64土工布规格300g2 m28863.147.65220803.03C25砼压顶3 m305.16651.26198735.39C25砼根底3 m1424.06613.45873585.29C25砼连接3 m57.33613.4535168.85生态护坡2 m26239.22183.004801777.04草皮护坡2 m0.0020.000.00细部结构3 m1786.5518.0032157.88骨口. 序号工程或费用名称单位数量单价元合价元(4)8+64510+705m2060.003937880.80土方开挖弃渣外运3 m22446.6613.67306741.59石方开

5、挖3 m713.8793.8166965.05夯填土堤3 m5020.9416.1681159.62人工修正边坡2 m15029.531.2919431.65土工布规格300g2 m16263.747.65124417.60C25砼压顶3 m162.23651.26105650.30C25砼根底3 m793.10613.45486523.94C25砼连接3 m30.43613.4518666.55生态护坡2 m14785.22183.002705694.75草皮护坡2 m244.3120.004886.18细部结构3 m985.7518.0017743.572右岸m6960.001263389

6、8.69(1)0+5000+935m435.00815694.32土方开挖弃渣外运3 m7600.7313.67103866.63石方开挖3 m51.2093.814802.85夯填土堤3 m22.8516.16369.35人工修正边坡2 m3214.371.294155.86土工布规格300g2 m3273.817.6525044.68骨口. 序号工程或费用名称单位数量单价元合价元C25砼压顶3 m34.26651.2622309.65C25砼根底3 m159.86613.4598066.99C25砼连接3 m6.62613.454057.94生态护坡2 m2976.19183.005446

7、43.56草皮护坡2 m238.1820.004763.60细部结构200.7318.003613.21(2)4+000 8+145m4145.007106561.96土方开挖弃渣外运3 m27134.7513.67370806.02石方开挖3 m1536.2093.81144104.26夯填土堤3 m13566.7116.16219295.20人工修正边坡2 m27159.711.2935114.75土工布规格300g2 m29358.637.65224593.51C25砼压顶3 m326.42651.26212582.76C25砼根底3 m1523.29613.45934454.46C25

8、砼连接3 m61.30613.4537603.62生态护坡2 m26689.66183.004884208.27草皮护坡2 m470.0520.009401.00细部结构3 m1911.0118.0034398.09(3)8+44510825m2380.004711642.41骨口. 序号工程或费用名称单位数量单价元合价元土方开挖弃渣外运3 m29996.9513.67409919.01石方开挖3 m625.3593.8158661.37夯填土堤3 m5597.2816.1690475.64人工修正边坡2 m18385.701.2923770.84土工布规格300g2 m19643.587.65150273.36C25砼压顶3 m187.43651.26122061.99C25砼根底3 m874.