《新整理施工方案大全》综合单价分析表_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m3511.12261.060.013.3916.127.7288.2988.291-
2、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内m3607.7130.477.633.6441.744010103001002土(石)方回填m320
3、5.3518.451.094.892.3426.7726.771-92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m345.7250.16239.164.2713.616.53313.736010305001001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
4、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m3547.9455.44244.654.1914.917.16326.35326.353-33M10标准砖1砖内墙m3547.9455.44244.654.1914.917.16326.359010302001003实心砖墙m3366.3254.56
5、182.461.514.026.73259.27259.273-14M10陶粒空心砌块墙厚在120mmm3366.3254.56182.461.514.026.73259.2710010302004001填充墙m386.58285.8288.075.5222.8310.96413.18413.183-40M10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m384.5660.28256.015.6
6、216.487.91346.312010402001001矩形柱m343.096143260.828.6137.918.19468.52468.525-16C20现浇构造柱(自拌砼)m343.096143260.828.6137.918.19468.5213010403001001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
7、-21C20现浇过梁(自拌砼)m330.602111.32263.888.2129.8814.34427.6315010405002001无梁板m3358.92345.76261.088.4413.556.5335.33335.335-33C20现浇无梁板(自拌砼)m3358.92345.76261.088.4413.556.5335.3316010403004001圈梁m371.36784.48263.188.2123.1711.12390.16390.165-20C20现浇圈梁(自拌砼)m371.36784.48263.188.2123.1711.12390.161701040500800
8、1雨篷、阳台板m38.0928.1424.21.182.331.1236.9836.985-39C20现浇雨篷板式(自拌砼)10m2水平投影面积0.8098.1424.21.182.331.1236.9818010405008002雨篷、阳台板m396.51613.6841.622.083.941.8963.2163.215-41C20现浇阳台(自拌砼)10m2水平投影面积9.65213.6841.622.083.941.8963.2119010407001001其他构件m3(m2、m)4.09394.16274.0810.6926.2112.58417.72417.725-49C20现浇压顶
9、(自拌砼)m34.09394.16274.0810.6926.2112.58417.7220010404001001直形墙m311.59594.16268.3213.2726.8612.89415.5415.55-27C20现浇后浇墙带(自拌砼)m311.59594.16268.3213.2726.8612.89415.521010402001002矩形柱m33.22684.48218.388.6123.2711.17345.91345.915-13C20现浇矩形柱(自拌砼)m33.22684.48218.388.6123.2711.17345.9122010404001002直形墙m34.1
10、7675.68264.6713.3922.2710.69386.7386.75-25C20现浇地面以上直(圆)形墙200mm内(自拌砼)m34.17675.68264.6713.3922.2710.69386.723010407001002其他构件m3(m2、m)253.87217.1653.312.674.962.3880.4780.475-37C20现浇楼梯直形(自拌砼)10m2水平投影面积25.38717.1653.312.674.962.3880.4724010407001003其他构件m3(m2、m)8.06818.5749.742.675.312.5578.8478.845-51C
11、20现浇台阶(自拌砼)10m2水平投影面积0.80710.9142.352.153.271.5760.2520-78台阶10m2水平投影面积0.8077.667.380.532.050.9818.625020406007001塑钢窗樘13249.86514.239.514.847.12595.54595.5415-11塑钢窗安装10m229.748.75514.233.613.096.28585.957-44门窗运输5km内100m22.971.115.891.750.849.5926020406007002塑钢窗樘2031.91329.16.089.54.56381.15381.1515-1
12、1塑钢窗安装10m22.8831.2329.12.318.384.02375.017-44门窗运输5km内100m20.2880.713.771.120.546.1427020406007003塑钢窗樘1226.3271.215.017.833.76314.09314.0915-11塑钢窗安装10m21.42425.71271.211.96.93.31309.047-44门窗运输5km内100m20.1420.583.110.920.445.0628020401004001胶合板门樘474.28280.269.921.0510.1395.6395.615-232胶合板门(无腰单扇)门框制作10
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