上杭烟基概算清单表二

2010年度基础设施工程主要建筑工程结算单价汇总表序号一123456789101112项目名称塘丰村花园水渠人工土方开挖土方回填M7.5浆砌块石C15砼压顶C20砼渠底φ160UPVC出水管过渠盖板钢筋制作安装 跌水沉砂池粘贴项目标志牌人工二次运输砼人工二次运输浆砌体砂碎石水泥块石二1234567891011塘丰村茬子坡水渠人工土方开挖土方回填M7.5浆砌块石C15砼压顶C20砼渠底φ160UPVC出水管过渠盖板钢筋制作安装 粘贴项目标志牌人工二次运输砼人工二次运输浆砌体砂碎石水泥块石三12塘丰村南门坑水渠人工土方开挖土方回填mm33单位mm3m3mm33数量260629.2468275.615.616.2531.150.041131.85预算单价中标单价(元)10.783.85262.28400.21367.5110.44476.86455.81822.584049.8110.243.66249.17380.20349.13104.92452.966133.02781.4538.0047.32m3mm3T座座m3m398.66028.94325.21287615.62461.71271.9317.2219.37123.450.12136.5923.5424.5215.6423.3422.3623.2914.8622.17m3Tm3mm3m3m3m3m310.783.85262.28400.21367.5110.44476.86455.814049.8110.243.66249.17380.20349.13104.92452.966133.0238.0047.32mm3T座m397.35028.55320.88460986.7740.0323.5424.5215.6423.3422.3623.2914.8622.17Tm3mm3m310.783.8510.243.66附件一

2010年度基础设施工程主要建筑工程结算单价汇总表序号34567891011项目名称M7.5浆砌块石C15砼压顶C20砼渠底φ160UPVC出水管过渠盖板钢筋制作安装 粘贴项目标志牌人工二次运输砼人工二次运输浆砌体砂碎石水泥块石四12345678五12345678六123塘丰村茬子坡水渠(支渠)人工土方开挖土方回填C20砼渠墙C20砼渠底φ160UPVC出水管 沥青木板伸缩缝 粘贴项目标志牌人工二次运输砼塘丰村南门坑水渠(支渠)人工土方开挖土方回填C20砼渠墙C20砼渠底φ160UPVC出水管 沥青木板伸缩缝 粘贴项目标志牌人工二次运输砼塘丰村花园田间路路面硬化工程路面厚15CM分散拌手推车运输砂砾调平层下田便道干砌片石M31.92121.82115.73mm33单位m3m3m3mm3数量435.8527.631.05222.30.08158.65预算单价262.28400.21367.5110.44476.86455.814038.63中标单价(元)249.17380.20349.13104.92452.966133.0238.0036.70T座m3156.03045.76514.373393.8279.7573.8941.36132.351115.251337171.14145.47134.7791.86134.281226.630.7722001.21134.118.7919.7712.4918.7917.8518.7811.8717.85Tm3mm3m310.783.85476.8367.5110.4466.444049.8110.243.66452.96349.13104.9263.1238.0047.32m3m3mm2座m3mm3m310.783.85476.8367.5110.4466.444038.6310.243.66452.96349.13104.9263.1238.0036.700.00m3m3mm2座m3公里M2M357.4371.554.5667.93附件一

2010年度基础设施工程主要建筑工程结算单价汇总表序号项目名称矩形板砼板钢筋4涵洞工程20cm钢筋圆管涵七123八123塘丰村营背田间道路路面硬化工程路面厚15CM分散拌手推车运输砂砾调平层错车道塘丰村青苔田间路路面硬化工程路面厚15CM分散拌手推车运输砂砾调平层下田便道干砌片石矩形板砼板钢筋 4涵洞工程30cm钢筋圆管涵M3110104.50M3M3t3.841.240.1121.82355.885856.99115.73338.095564.14M公里M2M3M2公里MM23单位M3t数量0.620.05预算单价355.885856.99中标单价(元)338.095564.14240.15415.0127.8300.8232327.251568378.8557.4371.557.4354.5667.9354.5657.4371.554.5667.93