综合单价分析解析表_secret.doc

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1、分部分项工程量清单综合单价分析表工程名称:序号项目编码定额编号子目名称单位数量综合单价组成(元)综合单价人工费材料费机械费管理费利润综合单价1010101001001　平整场地土壤类别:三类土弃土运距:50米取土运距:50米m2547.323.40.210.90.434.944.941-98平整场地10m267.7982.890.720.353.971-99地面原土打底夯10m267.7980.510.210.180.090.982010101003001　挖基础土方工作内容：;土方开挖;运输m3511.12261.060.013.39

2、16.127.7288.2988.291-92单(双)轮车运土50m内m3963.4714.683.681.7520.111-71人工挖地坑三类湿土深1.5m内m3963.4746.3711.595.5663.521-241自卸汽车运土5km内1000m30.150.013.390.850.414.653010103001001　土（石）方回填m3155.36275.387.1220.659.9113.04113.041-104基(槽)坑回填土夯填m3607.7144.97.1213.036.2671.311-92单(双)轮车运土50m

3、内m3607.7130.477.633.6441.744010103001002　土（石）方回填m3205.3518.451.094.892.3426.7726.771-92单(双)轮车运土50m内m3205.357.791.950.9310.671-102地面回填土夯填m3205.3510.661.092.941.4116.15010301001001　砖基础m345.7250.16239.164.2713.616.53313.73313.733-1M5直形砖基础m345.7250.16239.164.2713.616.53313.7

4、36010305001001　石基础m3340.5447.08126.56.0613.296.38199.31199.313-49(2)M7.5水泥砂浆毛石基础(包括独立柱基)m3340.5447.08126.56.0613.296.38199.317010302001001　实心砖墙m3311.07260.72245.944.1916.237.79334.87334.873-29M10标准砖1砖外墙m3311.07260.72245.944.1916.237.79334.878010302001002　实心砖墙m3547.9455.4

5、4244.654.1914.917.16326.35326.353-33M10标准砖1砖内墙m3547.9455.44244.654.1914.917.16326.359010302001003　实心砖墙m3366.3254.56182.461.514.026.73259.27259.273-14M10陶粒空心砌块墙厚在120mmm3366.3254.56182.461.514.026.73259.2710010302004001　填充墙m386.58285.8288.075.5222.8310.96413.18413.183-40M1

6、0贴M5标准砖在1/4砖墙上m386.58285.8288.075.5222.8310.96413.1811010401001001　带形基础m384.5660.28256.015.6216.487.91346.3346.32-120C20砼无筋垫层m384.5660.28256.015.6216.487.91346.312010402001001　矩形柱m343.096143260.828.6137.918.19468.52468.525-16C20现浇构造柱(自拌砼)m343.096143260.828.6137.918.19468

7、.5213010403001001　基础梁m315.2233.44217.2525.514.747.072982985-17C20现浇基础梁地坑支撑梁(自拌砼)m315.2233.44217.2525.514.747.0729814010403005001　过梁m330.602111.32263.888.2129.8814.34427.63427.635-21C20现浇过梁(自拌砼)m330.602111.32263.888.2129.8814.34427.6315010405002001　无梁板m3358.92345.76261.08

8、8.4413.556.5335.33335.335-33C20现浇无梁板(自拌砼)m3358.92345.76261.088.4413.556.5335.3316010403004001　圈梁m371.36