防护、支挡工程数量表

G106攸县至茶陵道路综合设计(K9+000-K12+00

平均高度（m）7第 1 页 共 2 页

7.5号浆砌片石（m3/100m)19起始桩号2终点桩号3路堤铺草皮防坡 K10+971K11+469K11+583K12+027K10+934K11+070K11+448K11+521K11+605K13+100K11+000K11+601右填右填右填右填左填左填47752221073665313.82.91.14.17.23.16.855.231.987.3912.985.590.060.040.010.060.130.040.4770.0520.0221.0730.0660.53157.246.242.128.767.9263.7257.246.242.128.767.9263.72位置4长度（m）6坡长（m)8播草籽（m2/m)11铺草皮（m2/100m)12种植土（m3/100m)13植草(m2/100m)14木桩（m3/100m)15回填土方（m3/m)17开挖 土方 (m3)18路堑菱形骨架浆砌片石防护K10+500K11+7K10+500K11+755K11+931K10+763K11+933K10+763K11+815K11+998路堑客土喷播防护K10+763K11+601K11+933K10+763K11+448K11+521K10+934K11+7K12+020K10+971K11+469K11+583合计编制：左挖左挖左挖右挖右挖右挖1712968720821628456.93.34.53.94.15.58.62.1255.634.885.136.888..15..95.16.9114.4复核：

0.342.952.440.982.030.220.859742.221审核：

266.522212.31251831.5734.06251521161.4375639.375960.807512.62左挖左挖右挖右挖右挖26336263606710.511.315.717.915.411.7412.6317.5520.0117.2211.712.617.620.017.221.613.1832.318.418.0716914.18752491.6525290.73756578.256319.7753.700.555.1.441.38