建筑工程概算表.doc

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1、建筑工程概算表表13.2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m3165.6293.8115536.09夯填土堤m31499.7216.1624241.86人工修正边坡m210405.441.2913453.17土工布（规格300g）m27559.887.6557833.10C25砼压顶m368.51651.2644619.30C25砼

2、基础m3319.73613.45196133.99C25砼连接m312.79613.457845.36生态护坡m26872.62183.001257689.59草皮护坡m23532.8220.0070656.37细部结构m3401.0318.007218.48（2）3+880—4+410m530.00936309.12土方开挖(弃渣外运）m34160.7513.6756858.14石方开挖m3179.5093.8116838.12夯填土堤m3558.9616.169035.15人工修正边坡m23620.211.294680.56土工布（规格300g）m23982

3、.237.6530464.03C25砼压顶m341.74651.2627181.87C25砼基础m3194.78613.45119483.92C25砼连接m37.94613.454869.53生态护坡m23620.21183.00662497.68草皮护坡m20.0020.000.00细部结构m3244.4518.004400.11（3）4+545—8+420m3875.006688320.55土方开挖(弃渣外运）m317628.1613.67240895.13石方开挖m31365.3093.81128072.88夯填土堤m37621.8016.16123200

4、.42人工修正边坡m226239.221.2933924.64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m226239.22183.004801777.04草皮护坡m20.0020.000.00细部结构m31786.5518.0032157.88（4）8+645—10+705m2060.003937880.80土方开挖(弃渣外运）m322446.6613.67

5、306741.59石方开挖m3713.8793.8166965.05夯填土堤m35020.9416.1681159.62人工修正边坡m215029.531.2919431.65土工布（规格300g）m216263.747.65124417.60C25砼压顶m3162.23651.26105650.30C25砼基础m3793.10613.45486523.94C25砼连接m330.43613.4518666.55生态护坡m214785.22183.002705694.75草皮护坡m2244.3120.004886.18细部结构m3985.7518.0017743.

6、572右岸m6960.0012633898.69（1）0+500—0+935m435.00815694.32土方开挖(弃渣外运）m37600.7313.67103866.63石方开挖m351.2093.814802.85夯填土堤m322.8516.16369.35人工修正边坡m23214.371.294155.86土工布（规格300g）m23273.817.6525044.68C25砼压顶m334.26651.2622309.65C25砼基础m3159.86613.4598066.99C25砼连接m36.62613.454057.94生态护坡m22976.191

7、83.00544643.56草皮护坡m2238.1820.004763.60细部结构200.7318.003613.21（2）4+000—8+145m4145.007106561.96土方开挖(弃渣外运）m327134.7513.67370806.02石方开挖m31536.2093.81144104.26夯填土堤m313566.7116.16219295.20人工修正边坡m227159.711.2935114.75土工布（规格300g）m229358.637.65224593.51C25砼压顶m3326.42651.26212582.76C25砼基础m31523

8、.29613.45934