河南市政工程2008桥涵护岸工程定额

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1、河　南　市　政　工　程　桥　涵　护　岸　工　程　定　额定额编号项目单位综合单价（元）人工费（元）材料费（元）机械费（元）管理费（元）利润（元）综合工日（工日）3-1打基础圆木桩简易打桩机陆上10m318101.371226.3612624.263148.47648.4453.8832.423-2打基础圆木桩简易打桩机支架上10m320272.551658.9412624.264488.59882.8617.9644.143-3打基础圆木桩简易打桩机船上10m321893.151816.3212624.265806.97968677.648.43

2、-4打基础圆木桩0.6t柴油打桩机陆上10m314719.64857.4212619.49440.33472330.423.63-5打基础圆木桩0.6t柴油打桩机支架上10m315478.581146.8112619.49628.02637.8446.4631.893-6打基础圆木桩0.6t柴油打桩机船上10m316157.431254.7412619.491093.2700490353-7打钢筋混凝土板桩L≤8m陆上10m312105.74539.229508.51434.46366.8256.7618.343-8打钢筋混凝土板桩L≤8m支架

3、上10m312498.06620.069508.51652.1422295.421.13-9打钢筋混凝土板桩L≤8m船上10m312221.71729.289508.51274.01417.6292.3220.883-10打钢筋混凝土板桩L≤12m陆上10980.84286.819523.68838.85195136.59.7510m33-11打钢筋混凝土板桩L≤12m支架上10m311279.313449523.681013.15234.4164.0811.723-12打钢筋混凝土板桩L≤12m船上10m311235.22403.349523

4、.68915.16231.2161.8411.563-13打钢筋混凝土板桩L≤16m陆上10m310998.44228.339554.86951.75155108.57.753-14打钢筋混凝土板桩L≤16m支架上10m311303.65275.639554.861154.58187.4131.189.373-15打钢筋混凝土板桩L≤16m船上10m311320.92325.089554.861124.78186130.29.33-16预制混凝土板桩10m33773.28711.392048.28394.67364.08254.8618.204

5、3-17打钢筋混凝土方桩L≤8m、S≤0.05m2陆上10m312550.31762.399438.251468.05518.6363.0225.933-18打钢筋混凝土方桩L≤8m、S≤0.05m2支架上10m313019.28876.779438.251690.04596.6417.6229.833-19打钢筋混凝土方桩L≤8m、S≤0.05m2船上10m312513.821030.719438.251041.52590.2413.1429.513-20打钢筋混凝土方桩L≤8m、0.05m2＜S≤0.105m2陆上10m313028.774

6、2.619448.351978.56505.4353.7825.273-21打钢筋混凝土方桩L≤8m、0.05m2＜S≤0.105m2支架13549.84851.49448.352265.45579.2405.4428.9610m33-22打钢筋混凝土方桩L≤8m、0.05m2＜S≤0.105m2船上10m313195.851007.929448.351758.34577.2404.0428.863-23打钢筋混凝土方桩8m＜L≤16m0.105m2＜S≤0.125m2陆上10m310875.75278.219458.5817.06189.41

7、32.589.473-24打钢筋混凝土方桩8m＜L≤16m0.105m2＜S≤0.125m2支架上10m311084.46319.499458.5936.89217.4152.1810.873-25打钢筋混凝土方桩8m＜L≤16m0.105m2＜S≤0.125m2船上10m311058.88377.979458.5854.19216.6151.6210.833-26打钢筋混凝土方桩16m＜L≤24m0.125m2＜S≤0.16m2陆上10m311684.27347.449484.611451.02236165.211.83-27打钢筋混凝土方桩

8、16m＜L≤24m0.125m2＜S≤0.16m2支架上10m311914.73381.419484.611607.05259.8181.8612.9