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["一标段（3#民宿）工程量清单"]
[]
["工程名称：南京大千乡见旅游发展有限公司-大仁凹村美丽乡村发展精品民宿3#、6#民宿建筑工程"]
["序号","项目名称","项目特征描述","工程内容","单位","工程量","全费用综合单价（元）","全费用综合合价（元）","备注"]
[]
["1","平整场地","平整场地","平整场地：厚在300mm以内的挖、填、找平。","m2","365.2"]
["2","挖一般土方","1.土壤类别:一、二类土\n2.挖土深度:1米以内\n3.弃土运距:场地范围内堆放","机械挖沟槽（坑）土方、修整沟槽（坑）底、边坡等。","m3","175.64"]
["3","回填方","夯填室内±0.00以下的土方回填；","机械场内挖土装车、运输平衡、回填、找平、夯实等。","m3","60.15"]
["4","垫层","1.混凝土种类:C15商品混凝土，100厚","混凝土场内运输、振捣、浇筑、养护等，包含混凝土震动器等机械费用","m3","23.35"]
["5","满堂基础","400厚C30钢筋混凝土（商品）筏板基础","混凝土场内运输、振捣、浇筑、养护等，包含混凝土震动器等机械费用","m3","115.49"]
["6","剪力墙Q1","300厚C30钢筋商品混凝土，剪力墙Q1","混凝土场内运输、振捣、浇筑、养护等，包含混凝土震动器等机械费用","m3","99.13"]
["7","剪力墙Q2","150厚C30钢筋商品混凝土，剪力墙Q2","混凝土场内运输、振捣、浇筑、养护等，包含混凝土震动器等机械费用","m3","37.79"]
["8"," -0.3以下剪力墙","150/300厚地下钢筋混凝土墙，-0.30以下的剪力墙；","混凝土场内运输、振捣、浇筑、养护等，包含混凝土震动器等机械费用","m3","3.12"]
["9","首层有梁板","首层有梁板，C30钢筋混凝土（商品），150厚；","混凝土场内运输、振捣、浇筑、养护等，包含混凝土震动器等机械费用","m3","26.65"]
["10","二层有梁板","二层有梁板，C30钢筋混凝土（商品），150厚；","混凝土场内运输、振捣、浇筑、养护等，包含混凝土震动器等机械费用","m3","25.17"]
["11","屋顶有梁板","屋顶有梁板，C30钢筋混凝土（商品），300厚；","混凝土场内运输、振捣、浇筑、养护等，包含混凝土震动器等机械费用","m3","57.63"]
["12","构造柱","构造柱,200*200，C30钢筋混凝土（商品）","混凝土场内运输、振捣、浇筑、养护等，包含混凝土震动器等机械费用","m3","2.81"]
["13","压顶","压顶圈梁，200*300，C30钢筋混凝土（商品）；","混凝土场内运输、振捣、浇筑、养护等，包含混凝土震动器等机械费用","m3","4.16"]
["14","女儿墙","女儿墙，C30钢筋混凝土（商品）；","混凝土场内运输、振捣、浇筑、养护等，包含混凝土震动器等机械费用","m3","8.05"]
["15","现浇构件钢筋","现浇构件钢筋HRB400 Φ≤12","包括钢筋的1km以内场内运输、调直、折弯、制作、安装等，包含钢筋调直机、切断机、运输等机械费用。","t","24.384"]
["16","现浇构件钢筋","现浇砼构件钢筋HRB400 Φ≤25","包括钢筋的1km以内场内运输、调直、折弯、制作、安装等，包含钢筋调直机、切断机、运输等机械费用。","t","10.95"]
["17","水电管预埋","1、位置：混凝土结构中2、名称：水电管预埋3、详见图纸4.计算规则：按建筑面积计算","材料二次场内倒运、电线管下料 、按头配件、管件安装等","m2","546"]
["18","垫层模板","1.基础类型:混凝土垫层基础模板； \n2.模板种类：木模板         3.含模板、木方和钢管脚手架支撑等所有材料费用        \n4.计算规则：按接触面计算","含模板、钢管、辅材及模板、钢管堆放地与使用区域之间运输、归集、码放、场内运输","m2","5.98"]
["19","筏板基础模板","1.基础类型:混凝土筏板基础模板\n2.模板种类：木模板         3.含模板、木方和钢管脚手架支撑等所有材料费用       \n4.计算规则：按接触面计算","含模板、钢管、辅材及模板、钢管堆放地与使用区域之间运输、归集、码放、场内运输","m2","24.32"]
["20"," -0.3以下剪力墙（150/300厚）","1.-0.3m以下剪力墙结构模板      2.模板种类：木模板             3.含模板、木方和钢管脚手架支撑等所有材料费用        \n4.计算规则：按接触面计算","含模板、钢管、辅材及模板、钢管堆放地与使用区域之间运输、归集、码放、场内运输","m2","27.28"]
["21","剪力墙Q1模板","1.-0.3m以上剪力墙Q1结构模板2.模板种类：木模板         3.含模板、木方和钢管脚手架支撑等所有材料费用        \n4.计算规则：按接触面计算","含模板、钢管、辅材及模板、钢管堆放地与使用区域之间运输、归集、码放、场内运输","m2","660.89"]
["22","剪力墙Q2模板","1.-0.3m以上剪力墙Q2结构模板2.模板种类：木模板         3.含模板、木方和钢管脚手架支撑等所有材料费用       \n4.计算规则：按接触面计算","含模板、钢管、辅材及模板、钢管堆放地与使用区域之间运输、归集、码放、场内运输","m2","498.3"]
["23","矩形梁模板","1.支撑高度:4米以内\n2.模板种类：矩形梁木模板        3.含模板、木方和钢管脚手架支撑等所有材料费用        \n4.计算规则：按接触面计算","含模板、钢管、辅材及模板、钢管堆放地与使用区域之间运输、归集、码放、场内运输","m2","198.02"]
["24","有梁板模板","1.支撑高度:4米以内         2.模板种类：有梁板木模板   3.含模板、木方和钢管脚手架支撑等所有材料费用       \n4.计算规则：按接触面计算","含模板、钢管、辅材及模板、钢管堆放地与使用区域之间运输、归集、码放、场内运输","m2","500.04"]
["25","构造柱","1.构造柱模板              2.模板种类：木模板         3.含模板、木方和钢管脚手架支撑等所有材料费用        \n4.计算规则：按接触面计算","含模板、钢管、辅材及模板、钢管堆放地与使用区域之间运输、归集、码放、场内运输","m2","44.93"]
["26","压顶","1.压顶模板                2.模板种类：木模板         3.含模板、木方和钢管脚手架支撑等所有材料费用        \n4.计算规则：按接触面计算","含模板、钢管、辅材及模板、钢管堆放地与使用区域之间运输、归集、码放、场内运输","m2","27.76"]
["27","女儿墙","1.女儿墙模板              2.模板种类：木模板         3.含模板、木方和钢管脚手架支撑等所有材料费用       \n4.计算规则：按接触面计算","含模板、钢管、辅材及模板、钢管堆放地与使用区域之间运输、归集、码放、场内运输","m2","135.09"]
["28","综合脚手架","1.建筑结构形式:框架剪力墙结构\n2.檐口高度:11.7m","含安全网、钢管、辅材、钢管堆放地与使用区域之间运输、归集、码放、场内运输","m2","546"]
["29","垂直运输","1.建筑物建筑类型及结构形式:框架剪力墙结构\n2.建筑物檐口高度、层数:11.7m,三层","垂直运输的所有工作","m2","546"]
["30","大型机械设备进出场及安拆","大型机械设备进出场及安拆","机械进出场寄安拆","项","1"]
[]
[null,"合计"]
["1、全费用综合单价包含完成分部分项工程项目的全部费用价格（税金按9%考虑），其组成包括但不限于人工费（包括人员加班工资、差旅及窝工费、承包人供应材料保管费等）、材料费、材料运输、卸车及二次搬运费、二次或者多次进出场费、已完工项目成品保护措施费、机械使用费及进出场安拆费、耗材费、试验及工程检测费用、管理费、利润、风险、规费、税金以及夜间照明、防尘、施工便道、安全文明（标识标牌的制作、购买及安装，绿网的覆盖，现场安全人员管理）、赶工等措施费用。交叉施工影响及配合费用，施工人员的食宿费、劳保费用、办公费、生活生产水电费、保险费也包含在报价里。\n2、结算量以招标人现场负责人、成本专员、施工员联签的现场计量工程量计算，最终结算以公司内审部审计后金额为准。\n3.清单计量规格实行《2013年工程量清单计量规范》\n4.验收规范：以设计说明中验收规范为准                                                               \n5.以上报价按9%的增值税税金报价，签订合同时按实际税点调整合同单价。                                      \n6.以上清单中场内运输距离：1000米以内综合考虑。 "]
[]
[null,null,"报 价 人（公章）：                                                       "]
[]
[null,null,"法定代表人或委托代理人（签字或盖章）：                                           "]
[]
[null,null,"日期：        年     月     日"]

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["二标段（6#民宿）工程量清单"]
[]
["工程名称：南京大千乡见旅游发展有限公司-大仁凹村美丽乡村发展精品民宿3#、6#民宿建筑工程"]
["序\n号","项目名称","项目特征描述","工程内容","计量\n单位","工程量","全费用综合单价（元）","全费用综合合价（元）","备注"]
[null,"A.1 土石方工程"]
["1","平整场地","平整场地","平整场地：厚在300mm以内的挖、填、找平。","m2",1036.34]
["2","挖一般土方","1.土壤类别:自行考虑\n2.挖土深度:深度1.5米以内\n3.弃土运距:就近堆放处理","机械挖沟槽（坑）土方、修整沟槽（坑）底、边坡等。","m3",1243.61]
["3","回填方","1.密实度要求:达到设计图纸要求\n2.基础土方回填夯实       3.运距.1KM以内","机械场内挖土装车、运输平衡、回填、找平、夯实等。","m3",1071.48]
["4","余方弃置","1.废弃料品种:土方外运\n2.运距:1KM以内","机械挖土、装车、运土、卸土、场内道路洒水。","m3",172.13]
[null,"A.5 混凝土及钢筋混凝土工程"]
["5","垫层","1.混凝土种类:商品混凝土\n2.混凝土强度等级:C15","混凝土场内运输、振捣、浇筑、养护等，包含混凝土震动器等机械费用","m3",27.13,null,null,"包工包料"]
["6","独立基础","1.混凝土种类:商品混凝土\n2.混凝土强度等级:C30","混凝土场内运输、振捣、浇筑、养护等，包含混凝土震动器等机械费用","m3",118.24,null,null,"包工包料"]
["7","基础梁","1.混凝土种类:商品混凝土\n2.混凝土强度等级:C30","混凝土场内运输、振捣、浇筑、养护等，包含混凝土震动器等机械费用","m3",7.28,null,null,"包工包料"]
["8","矩形柱","1.混凝土种类:商品混凝土\n2.混凝土强度等级:C30","混凝土场内运输、振捣、浇筑、养护等，包含混凝土震动器等机械费用","m3",19.48,null,null,"包工包料"]
["9","其他构件-C40无收缩细石混凝土","1.C40无收缩细石混凝土二次浇灌\n详见设计","混凝土场内运输、振捣、浇筑、养护等，包含混凝土震动器等机械费用","m3",0.71,null,null,"包工包料"]
["10","无梁板","1.混凝土种类:商品混凝土\n2.混凝土强度等级:C30\n3.厚度：120mm","混凝土场内运输、振捣、浇筑、养护等，包含混凝土震动器等机械费用","m3",27.3,null,null,"包工包料"]
["11","异型双曲面屋面板（含飘带、挑板、悬窗等构件）","1.混凝土种类:商品混凝土\n2.混凝土强度等级:C30","混凝土场内运输、振捣、浇筑、养护等，包含混凝土震动器等机械费用","m3",136.68,null,null,"包工包料"]
["12","现浇构件钢筋","1.钢筋种类:HRB400 Φ12以内","包括钢筋的1km以内场内运输、调直、折弯、制作、安装等，包含钢筋调直机、切断机、运输等机械费用。","t",24.933,null,null,"包工包料"]
["13","现浇构件钢筋","1.钢筋种类:HRB400 Φ12以外","包括钢筋的1km以内场内运输、调直、折弯、制作、安装等，包含钢筋调直机、切断机、运输等机械费用。","t",10.484,null,null,"包工包料"]
["14","地脚螺栓 Φ25以内","1、地脚螺栓 Φ25以内2.详见图纸","制作、安装等，场内材料倒运；","t",0.547,null,null,"包工包料"]
["15","预埋铁件","1.钢材种类:Q235B\n2.详见设计                                                            3.详见图纸","制作、安装等，场内材料倒运；","t",2.047,null,null,"包工包料"]
["16","螺栓","1.螺栓种类：螺栓\n2.规格：M12，10.9级                                              3.详见图纸","制作、安装等，场内材料倒运；","套",504,null,null,"包工包料"]
["17","钢管柱-ϕ120实心钢柱GZ1a","1.钢材品种、规格:Q345B，ф120实心钢柱\n2.单根质量：≤1t          3.详见图纸","制作、安装等，场内材料倒运；","t",11.862,null,null,"包工包料"]
["18","钢管柱-ϕ150*14钢管柱GZ4","1.钢材品种、规格:Q345B，ф150*14钢管柱\n2.单根质量：≤1t          3.详见图纸","制作、安装等，场内材料倒运；","t",0.469,null,null,"包工包料"]
["19","钢柱-200*200*14钢柱GZ1","1.钢材品种、规格:Q345B，200*200*14钢柱\n2.单根质量：≤1t         3.详见图纸","制作、安装等，场内材料倒运；","t",14.12,null,null,"包工包料"]
["20","钢柱-350*350*14钢柱GZ2","1.钢材品种、规格:Q345B，350*350*14钢柱\n2.单根质量：≤1t         3.详见图纸","制作、安装等，场内材料倒运；","t",3.79,null,null,"包工包料"]
["21","钢柱-250*250*14钢柱GZ3","1.钢材品种、规格:Q345B，250*250*14钢柱\n2.单根质量：≤1t         3.详见图纸","制作、安装等，场内材料倒运；","t",0.732,null,null,"包工包料"]
["22","直形钢梁GL1","1.梁类型：HN350*150*8*12\n2.单根质量：≤1t         3.详见图纸","制作、安装等，场内材料倒运；","t",3.969,null,null,"包工包料"]
["23","弧形钢梁GL1","1.梁类型：HN350*150*8*12\n2.单根质量：≤1t         3.详见图纸","制作、安装等，场内材料倒运；","t",0.799,null,null,"包工包料"]
["24","直形钢梁GL2","1.梁类型：HN250*150*8*12\n2.单根质量：≤1t         3.详见图纸","制作、安装等，场内材料倒运；","t",14.286,null,null,"包工包料"]
["25","弧形钢梁GL2","1.梁类型：HN250*150*8*12\n2.单根质量：≤1t         3.详见图纸","制作、安装等，场内材料倒运；","t",0.778,null,null,"包工包料"]
["26","钢板楼板","2W-914-51H镀锌压型钢板，厚度1.2mm,含栓钉，详见图纸","制作、安装等，场内材料倒运；","m2",225,null,null,"包工包料"]
["27","金属面油漆-氟碳面漆","1油漆品种、刷漆遍数：环氧底漆100μm，氟碳面漆70μm(2x35)","除锈、刷防锈漆底漆、刷氟碳漆面漆两遍等，场内材料倒运；","m2",112.08,null,null,"包工包料"]
["28","金属面油漆-醇酸面漆","1油漆品种、刷漆遍数：醇酸底漆100μm，醇酸面漆60μm","除锈、刷防醇酸底漆、刷醇酸面漆等，场内材料倒运；","m2",499.42,null,null,"包工包料"]
[null,"C 其他"]
[29,"水电管预埋","1、位置：二、三混凝土楼层板2、名称：水电管预埋3、计算规则：按建筑面积计算","材料二次场内倒运、电线管下料 、按头配件、管件安装等","m2",225,null,null,"包工包料"]
[30,"综合脚手架","1.建筑结构形式:钢结构框架\n2.檐口高度:10.864m","搭、拆脚手架、上料平台、安全笆、护身栏杆和铺、翻、拆脚手板。拆除后材料场内堆放和材料场内、外运输。","m2",665.9,null,null,"包工包料"]
[31,"矩形柱","1.柱外围周长3.32m以内2.木模板\n2.模板种类：木模板       3.含模板、木方和钢管脚手架支撑等所有材料费用       4.计算规则：按接触面计算","含模板、钢管、辅材及模板、钢管堆放地与使用区域之间运输、归集、码放、场内运输","m2",155.84,null,null,"包工包料"]
[32,"基础","1.基础类型:独立基础      2.模板种类：木模板       3.含模板、木方和钢管脚手架支撑等所有材料费用        4.计算规则：按接触面计算","含模板、钢管、辅材及模板、钢管堆放地与使用区域之间运输、归集、码放、场内运输","m2",213.528,null,null,"包工包料"]
[33,"异型双曲面屋面板（含飘带、挑板、悬窗等构件）模板","1.支撑高度:0~10.864      2.模板种类：木模板异型板  3.含模板、木方和钢管脚手架支撑等所有材料费用       \n4.计算规则：按接触面计算","含模板、钢管、辅材及模板、钢管堆放地与使用区域之间运输、归集、码放、场内运输","m2",837.4,null,null,"包工包料"]
[34,"基础梁","1.梁截面形状:300*500     2.模板种类：木模板基础地梁3.含模板、木方和钢管脚手架支撑等所有材料费用       4.计算规则：按接触面计算","含模板、钢管、辅材及模板、钢管堆放地与使用区域之间运输、归集、码放、场内运输","m2",74.402,null,null,"包工包料"]
[]
[]
[null,null,"合计"]
["1、全费用综合单价包含完成分部分项工程项目的全部费用价格（税金按9%考虑），其组成包括但不限于人工费（包括人员加班工资、差旅及窝工费、承包人供应材料保管费等）、材料费、材料运输、卸车及二次搬运费、二次或者多次进出场费、已完工项目成品保护措施费、机械使用费及进出场安拆费、耗材费、试验及工程检测费用、管理费、利润、风险、规费、税金以及夜间照明、防尘、施工便道、安全文明（标识标牌的制作、购买及安装，绿网的覆盖，现场安全人员管理）、赶工等措施费用。交叉施工影响及配合费用，施工人员的食宿费、劳保费用、办公费、生活生产水电费、保险费也包含在报价里。\n2、结算量以招标人现场负责人、成本专员、施工员联签的现场计量工程量计算，最终结算以公司内审部审计后金额为准。\n3.清单计量规格实行《2013年工程量清单计量规范》\n4.验收规范：以设计说明中验收规范为准                                                                 5.以上报价按9%的增值税税金报价，签订合同时按实际税点调整合同单价。                                      6.以上清单中场内运输距离：1000米以内综合考虑。 "]
[]
[null,null,"报 价 人（公章）：                                                       "]
[]
[null,null,"法定代表人或委托代理人（签字或盖章）：                                           "]
[]
[null,null,"日期：        年     月     日"]