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{"sheet":"D 工程项目计价总说明(表-01)","index":2,"n_rows":4,"n_cols":2,"rows_kept":4,"merged":[[0,0,0,1],[1,1,1,1],[2,0,3,1]],"flags":["formulas_cached_only"]}
["总  说  明",""]
["工程名称：东瑞金融中心项目加固修复工程",""]
["一、工程概况\r\n   本工程为东瑞金融中心项目加固修复工程。工程地点：成都市火车南站新址右侧约100米处，新南天地片区东北角，东为天和西一街，南为天仁北一街，西为天和西二街，北为天仁北二街。\r\n二、工程招标和专业工程发包范围：东瑞金融中心项目加固工程施工图纸以及相应招标工程量清单表达的范围。\r\n三、工程量清单编制依据\r\n1、本工程施工图设计文件；\r\n2、《建设工程工程量清单计价规范》(GB50500-2013)等。\r\n3、2020年《四川省建设工程工程量清单计价定额》及相关配套文件；\r\n4、设计图纸明确的有关技术标准、规范和安全管理规定；\r\n5、关于成都市市2020年《四川省建设工程工程量清单计价定额》人工费调整的通知（自建价〔2024〕44号）；\r\n6、四川省住房和城乡建设厅关于印发《四川省建设工程安全文明施工费计价管理办法》的通知（川建行规（2024）15号）；\r\n7、材料价格按四川省《工程造价信息》2025年第1月不含税价格执行，信息缺项的按市场价执行。\r\n四、工程质量、材料、施工等的特殊要求\r\n1、工程质量：符合国家及行业现行施工质量验收标准，满足设计要求，达到合格；\r\n2、材料（工程设备）：应满足设计要求，符合国家现行相关质量标准的要求；\r\n3、工程施工：符合现行施工规范的相关要求。\r\n五、其他需要说明的问题\r\n1、本工程采用固定综合单价包干。所报综合单价包括主材、辅材、零星配件、表面处理、制作、运输、装卸、安装、管理费、利润等达到图纸、招标方的技术要求所需的一切费用；施工过程中的相关措施费用：包含内容详措施项目清单；\r\n2、在本工程实施过程中，若由于政策变化导致增值税税率变化，税前价格不变，增值税税率按相关政策执行；\r\n3、材料检测费：检验试验费是指按照国家规范及相关文件，对完成某项工程内容达到验收标准而必须进行的建筑材料、构件和建筑安装物进行一般鉴定、检查、检测、试验所发生的费用，包括自设试验室进行试验所耗用的材料和化学药品等费用，不包括新结构、新材料的试验费和建设单位对具有出厂合格证明的材料进行检验，对构件做破坏性试验及其他特殊要求检验试验的费用。包含且不限于钢筋、水泥、混凝土、砂、碳纤维、钢结构等常规材料检验检测，以及钢筋扫描、混凝土回弹、植筋抗拔试验、抗拨试验等该类费用已综合包含在投标报价中；\r\n4、本项目涉及承包范围内所有检测，费用由承包人承担；\r\n5、专家论证费用：加固方案正式蓝图出具计组织专家论证通过费用已综合包含在投标报价中；\r\n6、方案及验收费用：方案深化设计费，竣工验收及备案，结构鉴定、质检验收等已综合包含在投标报价中；\r\n7、报价人应考虑现场、图纸等实际情况(如:运输条件、施工场地等)，清单项目报价需满足技术要求和验收要求,所有在报价均包含在综合单价之中；\r\n8、报价单位的报价中应充分考虑施工期内人工、材料和机械的价格波动风险，人工、材料、机械价格结算时均不予调差；\r\n9、本项目使用之材料的产地/品牌可自行提报，需业主确定后方可进场使用。\r\n10、报价单位需在报价中考虑整个工程的工期、穿插施工、工序连接、贯通及验收等工作，委托方不另外进行任何形式的补偿。\r\n11、报价单位有责任仔细核查土建总包及其他专业分包移交工作面满足技术质量要求，对于移交后发生的所有质量问题由报价单位负责，费用不再另行计算。\r\n12、在合同执行过程中，除变更和签证涉及的新认价项目外合同综合单价不予任何调整；\r\n13、报价单位自行检查公式链接，后期若出现公式链接错误，由报价单位自行承担；\r\n14、本工程量清单所列工程数量是按施工图纸计算的暂估数量，结算按实收方，不得调整单价；\r\n15、工程量清单中对清单项目的项目特征及具体做法只作重点描述，详细描述详见施工图设计、技术说明、技术措施表及相应标准图集等；\r\n16、本工程均使用商品混凝土，商品混凝土含泵送费、外加剂等费用；\r\n17、暂列金：本项目未列暂列金；\r\n\r\n\r\n\r\n\r\n",""]
["",""]

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["1","011604001001","原结构保护层剔除","1、加固混凝土表面保护层剔除，露出钢筋；\r\n2、工作面满足箍筋焊接、主筋放置","m2","7100","","","",""]
["2","011604001002","混凝土剔槽","1、加固混凝土剔除，露出钢筋；\r\n2、工作面满足箍筋焊接、主筋放置","m","295","","","",""]
["3","011602002003","钢筋结构混凝土拆除","1、砼强度：综合各类；\r\n2、拆除方式综合各类（包括不限于绳锯、水钻切割、机械拆除等），拆除后的废旧钢筋归承包人所有；                 \r\n3、拆除内容：钢筋混凝土构件及装饰面层；\r\n4、按拆除钢筋混凝土外表尺寸以立方米计算。","m3","850","","","",""]
["4","011602002004","砼静力切割拆除","1、砼强度：综合各类；\r\n2、拆除构件类型：综合考虑；\r\n3、切割后单块重量：综合各类考虑。","m3","420","","","",""]
["5","011602001005","混凝土面凿毛","1、原混凝土表面凿毛，凿出表面疏松层；\r\n2、凿毛深度综合考虑；\r\n3、满足设计及规范要求。","m2","2500","","","",""]
["6","011608001006","结构钢筋除锈处理","1、主体结构及二次结构钢筋除锈处理（不区分部分）；\r\n2、满足设计及规范要求。\r\n","t","45.68","","","",""]
["7","011608001007","措施钢筋除锈处理","1、措施钢筋除锈处理（止水丝杆、铁马凳等）；\r\n2、满足设计及规范要求。","处","43220","","","",""]
["8","010505009008","地下室空心楼盖置换","1、部位：地下室空心楼盖置换\r\n混凝土类别：商品混凝土；\r\n2、混凝土强度等级：C30混凝土；\r\n3、外加剂：综合考虑；\r\n4、新旧混凝土界面及混凝土加大界面凿毛清理干净后涂刷结构界面剂综合考虑。","m3","331.25","","","",""]
["9","010514002009","混凝土浇筑C30","1、混凝土类别：商品混凝土；\r\n2、混凝土强度等级：C30混凝土；\r\n3、外加剂：综合考虑；\r\n4、其他：不区分浇筑施工构件部位；\r\n5、新旧混凝土界面及混凝土加大界面凿毛清理干净后涂刷结构界面剂综合考虑。","m3","111.55","","","",""]
["10","010514002010","混凝土浇筑C35","1、混凝土类别：商品混凝土；\r\n2、混凝土强度等级：C35混凝土；\r\n3、外加剂：综合考虑；\r\n4、其他：不区分浇筑施工构件部位；\r\n5、新旧混凝土界面及混凝土加大界面凿毛清理干净后涂刷结构界面剂综合考虑。","m3","198.36","","","",""]
["11","010514002011","混凝土浇筑C40","1、混凝土类别：商品混凝土；\r\n2、混凝土强度等级：C40混凝土；\r\n3、外加剂：综合考虑；\r\n4、其他：不区分浇筑施工构件部位；\r\n5、新旧混凝土界面及混凝土加大界面凿毛清理干净后涂刷结构界面剂综合考虑。","m3","109.6","","","",""]
["12","010514002012","混凝土浇筑-灌浆料","1、混凝土类别：商品混凝土；\r\n2、混凝土强度等级：综合考虑；\r\n3、外加剂：综合考虑；\r\n4、其他：不区分浇筑施工构件部位；\r\n5、新旧混凝土界面及混凝土加大界面凿毛清理干净后涂刷结构界面剂综合考虑。","m3","55.47","","","",""]
["13","010505009013","薄壁方箱","1、规格、尺寸祥图纸；\r\n2、安装方式综合考虑；\r\n3、满足设计及规范要求。","套","7950","","","",""]
["14","010515001014","钢筋制安（三级钢及以上，直径(mm) 10以内包含10mm）","1、钢筋规格：综合考虑；\r\n2、钢筋级别：三级钢及以上(直径(mm) 10以内，包含10mm)；\r\n3、不区分直筋、箍筋，报价需综合考虑电渣压力焊、机械连接、绑扎等各种接头和搭接(包括图纸中未显示的搭接)；\r\n4、包含新钢筋与原钢筋焊接、钢筋表面处置及其他新旧钢筋连接方式；\r\n5、钢筋项目中的重量是按图中的净长度（中心线长度）加上必要的锚固长度、弯钩长度进行计算；\r\n6、钢筋根数按四舍五入加一计算。","t","8.5","","","",""]
["15","010515001015","钢筋制安（三级钢及以上，直径(mm) 10以外）","1、钢筋规格：综合考虑；\r\n2、钢筋级别：三级钢及以上(直径(mm) 10以外)；\r\n3、不区分直筋、箍筋，报价需综合考虑电渣压力焊、机械连接、绑扎等各种接头和搭接(包括图纸中未显示的搭接)；\r\n4、包含新钢筋与原钢筋焊接、钢筋表面处置及其他新旧钢筋连接方式；\r\n5、钢筋项目中的重量是按图中的净长度（中心线长度）加上必要的锚固长度、弯钩长度进行计算；\r\n6、钢筋根数按四舍五入加一计算。","t","24.5","","","",""]
["16","010607005016","柱面钢丝网","1.钢构件表面挂钢丝网一道。\r\n2.其他满足设计要求及相关施工规范规定。","m2","360","","","",""]
["17","010515001017","加固植筋（直径6mm）","1、植筋连接Ф6，钻孔、植筋深度、植筋胶等满足设计要求综合考虑；\r\n2、综合单价包含钢筋主材。","个","8200","","","",""]
["18","010515001018","加固植筋（直径8mm）","11、植筋连接Ф8，钻孔、植筋深度、植筋胶等满足设计要求综合考虑；\r\n2、综合单价包含钢筋主材。","个","28400","","","",""]
["19","010515001019","加固植筋（直径10mm）","1、植筋连接Ф10，钻孔、植筋深度、植筋胶等满足设计要求综合考虑；\r\n2、综合单价包含钢筋主材，钢筋长度1m。","个","1500","","","",""]
["20","010515001020","加固植筋（直径12mm）","1、植筋连接Ф12，钻孔、植筋深度、植筋胶等满足设计要求综合考虑；\r\n2、综合单价包含钢筋主材，钢筋长度1m。","个","630","","","",""]
["21","010515001021","加固植筋（直径14mm）","1、植筋连接Ф14，钻孔、植筋深度、植筋胶等满足设计要求综合考虑；\r\n2、综合单价包含钢筋主材，钢筋长度1m。","个","1350","","","",""]
["22","010515001022","加固植筋（直径16mm）","1、植筋连接Ф16，钻孔、植筋深度、植筋胶等满足设计要求综合考虑；\r\n2、综合单价包含钢筋主材，钢筋长度1m。","个","2100","","","",""]
["23","010515001023","加固植筋（直径18mm）","1、植筋连接Ф18，钻孔、植筋深度、植筋胶等满足设计要求综合考虑；\r\n2、综合单价包含钢筋主材，钢筋长度1m。","个","540","","","",""]
["24","010515001024","加固植筋（直径20mm）","1、植筋连接Ф20，钻孔、植筋深度、植筋胶等满足设计要求综合考虑；\r\n2、综合单价包含钢筋主材，钢筋长度1m。","个","750","","","",""]
["25","010515001025","加固植筋（直径22mm）","1、植筋连接Ф22，钻孔、植筋深度、植筋胶等满足设计要求综合考虑；\r\n2、综合单价包含钢筋主材，钢筋长度1m。","个","600","","","",""]
["26","010515001026","加固植筋（直径25mm）","1、植筋连接Ф25，钻孔、植筋深度、植筋胶等满足设计要求综合考虑；\r\n2、综合单价包含钢筋主材，钢筋长度1m。","个","400","","","",""]
["27","010607005027","碳纤维布压条一级300g（NG-CF-300-I）-一层","1、粘贴一层碳纤维布碳纤维:一级300g（NG-CF-300-I）满足设计及规范要求；\r\n2、结构胶胶粘剂的性能要求：满足设计及规范要求；\r\n3、按粘贴面积以平方米计，主材损耗综合考虑。","m2","22646.07","","","",""]
["28","010607005028","碳纤维布压条一级300g（NG-CF-300-I）-二层","1、粘贴二层碳纤维布碳纤维:一级300g（NG-CF-300-I）满足设计及规范要求；\r\n2、结构胶胶粘剂的性能要求：满足设计及规范要求；\r\n3、按粘贴面积以平方米计，主材损耗综合考虑。","m2","5103.25","","","",""]
["29","010606001029","钢板压条4mm","1、规格：4mm\r\n2、钢板表面处理，结构胶粘贴；\r\n3、灌注环氧树脂胶等综合考虑到综合单价中；\r\n4、满足设计及规范要求。","m2","85.3","","","",""]
["30","010606001030","钢板压条5mm","1、规格：5mm\r\n2、钢板表面处理，结构胶粘贴；\r\n3、灌注环氧树脂胶等综合考虑到综合单价中；\r\n4、满足设计及规范要求。","m2","45.32","","","",""]
["31","010516001031","M12锚栓","1、穿板厚度、钻孔、灌注胶等综合考虑；\r\n2、满足设计及规范要求。","个","2480","","","",""]
["32","010516001032","M16锚栓","1、穿板厚度、钻孔、灌注胶等综合考虑；\r\n2、强度等级：8.8\r\n3、满足设计及规范要求。","个","860","","","",""]
["33","011608001033","粘钢面基层处理","1、加固混凝土表面凿毛；\r\n2、加固混凝土结合面刷界面漆；\r\n3、预留工作面自行考虑。","m2","1040","","","",""]
["34","010603001034","柱包钢加固≤5mm","1、钢板表面处理，结构胶粘贴；\r\n2、灌注环氧树脂胶等综合考虑；\r\n3、钢板面层除锈、去污、刷防锈漆等综合考虑；\r\n4、满足设计及规范要求。","m2","967.68","","","",""]
["35","010603001035","5mm＜柱包钢加固≤10mm","1、钢板表面处理，结构胶粘贴；\r\n2、灌注环氧树脂胶等综合考虑；\r\n3、钢板面层除锈、去污、刷防锈漆等综合考虑；\r\n4、满足设计及规范要求。","m2","73.32","","","",""]
["36","010604001036","梁、板粘钢加固 钢板厚≤5mm","1、钢板表面处理，结构胶粘贴；\r\n2、灌注环氧树脂胶等综合考虑；\r\n3、钢板面层除锈、去污、刷防锈漆等综合考虑；\r\n4、满足设计及规范要求。","m2","100","","","",""]
["37","010604001037","5mm＜梁、板粘钢加固 钢板厚≤10mm","1、钢板表面处理，结构胶粘贴；\r\n2、灌注环氧树脂胶等综合考虑；\r\n3、钢板面层除锈、去污、刷防锈漆等综合考虑；\r\n4、满足设计及规范要求。","m2","10","","","",""]
["38","011405001038","柱包钢防火涂料","1、薄型防火涂料；\r\n2、耐火等级(一级)及耐火极限(对柱3.0h、对梁2.0h、对板1.5h)要求","m2","2680","","","",""]
["39","010903004039","裂缝内注射环氧树脂修补胶","1.裂缝宽度>0.2mm、并≤0.5mm的裂缝,采用注射法,将改性环氧树脂类修补胶液注入裂缝腔内。注射前,应按产品说明书的规定,对裂缝周边进行密封\r\n2.工程量以针计算为暂估工程量，结算根据现场实际情况收方记取\r\n3.其他满足设计要求及相关施工规范规定","针","320","","","",""]
["40","010903004040","裂缝封闭处理 裂缝宽度0.2mm(含)以下","1.改性环氧树脂修补胶液\r\n2.涂抹厚度综合考虑，满足设计要求\r\n3.其他满足设计要求及相关施工规范规定","m","4064","","","",""]
["41","010903004041","裂缝封闭处理 裂缝宽度0.2mm~0.5mm(含)","1.改性环氧树脂修补胶液\r\n2.涂抹厚度综合考虑，满足设计要求\r\n3.其他满足设计要求及相关施工规范规定","m","920","","","",""]
["42","010903004042","柱顶裂缝封闭处理 裂缝宽度0.5mm以上","1.改性环氧树脂修补胶液\r\n2.涂抹厚度综合考虑，满足设计要求\r\n3.其他满足设计要求及相关施工规范规定","m","640","","","",""]
["43","011101001043","水泥砂浆保护层","1、砂浆类型：水泥砂浆；\r\n2、砂浆配合比：综合考虑；\r\n3、厚度：20mm-25mm。","m2","5240","","","",""]
["44","010902008044","止水钢板","1、做法综合考虑；\r\n2、满足设计及规范要求","t","2","","","",""]
["45","010902001045","内外防水处理","1、防水材料及做法综合考虑；\r\n2、满足设计及规范要求\r\n3、含水泥砂浆找平层","m2","1650","","","",""]
["46","010514002046","开洞后加固","1、混凝土梁、板、墙开洞后，外露的钢筋处理，洞口边缘采用加固砂浆恢复；\r\n2、工程量按长度以延长米计。","m","100","","","",""]
["47","011615001047","开孔、开洞","1.凝土梁、板、墙开孔开洞（部位及开孔尺寸综合考虑）；\r\n2.其他满足设计要求及相关施工规范规定","个","300","","","",""]
["48","011615001048","孔洞封堵","1.孔洞封堵（部位及开孔尺寸综合考虑）；\r\n2.其他满足设计要求及相关施工规范规定","个","200","","","",""]
["49","自编049","汽车吊100T","1、包含吊车进出场、吊车操作工、机械燃油费；\r\n2、每个台班8小时。","台班","1","","","",""]
["50","自编050","汽车吊130T","1、包含吊车进出场、吊车操作工、机械燃油费；\r\n2、每个台班8小时。","台班","1","","","",""]
["51","自编051","汽车吊150T","1、包含吊车进出场、吊车操作工、机械燃油费；\r\n2、每个台班8小时。","台班","1","","","",""]
["52","自编052","汽车吊200T","1、包含吊车进出场、吊车操作工、机械燃油费；\r\n2、每个台班8小时。","台班","1","","","",""]
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