序号编号名称计量数量综合单价（元）单位人工费材料费机械费管理费利润风险费用小计1010103001001土（石）方回填m31352.334.010.520.770.545.851-24人工就地回填土夯实m31352.334.010.520.770.545.852010201003001m12160303.445736.8926.04583.382-80Hm317.8142.932.7317.3210.247.2380.442-87H人工挖孔桩入岩增加费m32.5473.012.68.3713.839.76107.572-88Hm32.98199.16326.8156.7943.5130.71656.982-89Hm38.136.4321.9522.8510.077.11398.392-137H个240.872.216.954.9154.943010201003002m114159.27289.9457.2636.8125.98569.262-80Hm3179.6542.932.7317.3210.247.2380.442-87H人工挖孔桩入岩增加费m319.3373.012.68.3713.839.77107.572-88Hm328.27199.16326.8156.7843.5130.71656.982-89Hm372.1636.4321.9522.8510.077.11398.392-137H个1940.872.216.954.954.934010301001001m320.2776.58250.573.7213.659.64354.16J1-1Hm320.2729.38187.271.765.293.74227.4411-6Hm2223.644.285.740.180.760.5311.495010304001001m363.9129.9232.671.485.333.77273.15表5.5分部分项工程量清单综合单价分析表工程名称：**别墅C户型表5.5混凝土灌注桩:人工挖孔灌注桩，单根长度6.00m，直径800mm，底部扩孔1100mm，混凝土护壁成孔，C25护壁上宽120，下宽50，每节1m，第一节护壁加厚50mm，C25混凝土灌注人工挖桩孔孔深10m内Φ800mm内C25(40)人工挖孔桩砼护壁安设C25(20)人工挖孔桩砼灌芯凿人工挖孔桩桩头φ800mm以内混凝土灌注桩:人工挖孔灌注桩，单根长度6.00m，直径800mm，C25混凝土护壁成孔，护壁上宽120，下宽50，每节1m，第一节护壁加厚50mm，C25混凝土灌注人工挖桩孔孔深10m内Φ800mm内C25(40)人工挖孔桩砼护壁安设C25(20)人工挖孔桩砼灌芯凿人工挖孔桩桩头φ800mm以内砖基础砖胎膜:砼实心砖240mm厚,M10.0水泥砂浆砌筑;砖胎膜外侧1:3水泥砂浆抹灰混凝土实心砖基础M10.0现拌砂浆240*115*531:3砖胎膜水泥砂浆抹灰空心砖墙、砌块墙:MU10烧结页岩多孔砖,厚240mm,M5.0混合砂浆砌筑5J1-55Hm363.9129.9232.671.485.333.77273.156010304001002m354.9120.28270.050.953.612.55297.44分部分项工程量清单综合单价分析表序号编号名称计量数量综合单价（元）单位人工费材料费机械费管理费利润风险费用小计J1-129Hm354.9120.28270.050.953.612.55297.447010302006001m32.443.39237.581.357.615.37295.33-9碎石干铺垫层m30.2313.2663.261.042.431.781.7J1-61H烧结页岩多孔砖现...
