长安大学工程造价分部分项工程清单综合单价分析最终～

分部分项工程量清单综合单价分析表序号项目编码项目名称单位工程量综合单价分析综合单价人工费材料费机械费风险管理费利润1010101001001平整场地m2108.4759.190.000.000.470.309.961-19平整场地100m21.085997.080.000.0050.9532.592010101003001挖基础土方m336.6994.2412.670.005.463.49115.871-5人工挖沟槽100m30.3671067.000.000.0054.5234.881-20钻探及回填孔100m22.8382|390.73464.810.00145.9293.353010103001001垫层m245.150.5745.121.084.953.16104.881-28散水回填夯实3:7灰土100m20.4512280.832034.9848.58223.02142.674010103001002土石方回填（基础）m312.728.980.281.081.550.9932.881-26回填夯实素土100m30.127368.053.5113.6819.6912.595010103001003土石方回填（室内）m313.528.980.|281.081.550.9932.881-26回填夯实素土100m30.135391.233.7314.5420.9313.396010301001001砖基础m311.1084.89151.352.7912.217.81259.053-1换砖基础10m31.110942.261679.9430.92135.5786.737010304001001空心砖墙（一砖外墙）m328.27089.88211.422.2315.519.92328.963-37承重黏土多孔砖墙一砖10m32.8272540.815976.8263.134|38.48280.508010304001002空心砖墙（一砖内墙)m36.4904.590.000.000.230.154.973-37承重黏土多孔砖墙一砖10m30.649497.620.000.0025.4316.27工程名称：单层砖混厂房专业：土木工程注：2009年陕西省人工费定额为42元现调整到72，装饰类50元现调整到86元

1序号项目编码项目名称单位工程量综合单价分析综合单价人工费材料费机械费风险管理费利润9010401006001垫层（混凝土）m313.104131.04174.2617.7316.5110.5|6350.104—1换C15碎石混凝土m313.1041717.152283.50232.33216.31138.3710010402001001构造柱m34.789131.04174.2617.7316.5110.56350.104—1换构造柱C30碎石混凝土m34.789627.55834.5384.9179.0550.5711010403002001矩形梁WL—1m32.7131.04174.2617.7316.5110.56350.104—1换矩形梁C30混凝土m32.7353.81470.5047.8744.5728|.5112010403004001圈梁（地圈梁）m32.8131.04174.2617.7316.5110.56350.104—1换地圈梁C30碎石混凝土m32.8366.91487.9349.6446.2229.5713010403004002圈梁m33.015131.04174.2617.7316.5110.56350.104—1换圈梁混凝土m33.015395.09525.3953.4649.7731.8414010403005001过梁（P-1）m31.188131.04174.2617.7316.5110.56350|.104—1换现浇C30雨篷梁混凝土m31.188155.68207.0221.0619.6112.5415010405006001挑檐m31.520131.04174.2617.7316.5110.56350.104—1换挑檐C30混凝土m31.520199.18264.8826.9525.0916.0516010405008001雨蓬m30.938131.04174.2617.7316.5110.56350.104—1换现浇雨棚C30混凝土m30.938122.92163.4616.6315.489.90170104070|02001散水m20.3192008.801370.6082.09176.88113.153751.53

2序号项目编码项目名称单位工程量综合单价分析综合单价人工费材料费机械费风险管理费利润178—27混凝土散水100m20.319640.81437.2226.1956.4336.1018010410003002坡道m22.212898.0027.64107.72155.0099.163287.521-26回填夯实素土100m30.02160.860.582.263.262.084—1换坡道C15混凝土垫层厚60m30.882|115.58153.7015.6414.569.318—26水泥砂浆坡道100m20.147392.67107.613.6525.7516.478—12坡道炉渣垫层，厚80m31.18234.0436.900.003.632.32地面炉渣垫层，厚80m37.696221.64240.270.0023.6015.1019010410003001过梁（门窗）m30.979304.24210.89247.5638.9724.93826.604—1换预制过梁C30混凝土m30.979128.29170.6017.3616.1610.3|44—164预制过梁坐浆灌缝10m30.09417.9412.610.671.591.026—20预制过梁运输5km以内10m30.09834.728.92121.508.445.406—64预制过梁安装10m3