{"text_format":"3","workbook":"xlsx","n_sheets":6,"sheets":["表-04 单位工程投标报价汇总表","表-08 分部分项工程和单价措施项目清单与计价表(含分部小计)","表-11 总价措施项目清单与计价表","表-12 其他项目清单与计价汇总表","表-12-1 暂列金额表","表-13 规费、税金项目清单与计价表"],"read":"whole","date_system":"1900"}

{"sheet":"表-04 单位工程投标报价汇总表","index":0,"n_rows":33,"n_cols":6,"rows_kept":33,"merged":[[0,0,0,5],[1,0,1,2],[1,4,1,5],[2,2,2,4],[3,2,3,4],[4,2,4,4],[5,2,5,4],[6,2,6,4],[7,2,7,4],[8,2,8,4],[9,2,9,4],[10,2,10,4],[11,2,11,4],[12,2,12,4],[13,2,13,4],[14,2,14,4],[15,2,15,4],[16,2,16,4],[17,2,17,4],[18,2,18,4],[19,2,19,4],[20,2,20,4],[21,2,21,4],[22,2,22,4],[23,2,23,4],[24,2,24,4],[25,2,25,4],[26,2,26,4],[27,2,27,4],[28,2,28,4],[29,2,29,4],[30,0,30,1],[30,2,30,4],[31,0,31,5],[32,0,32,2],[32,4,32,5]]}
["单位工程投标报价汇总表"]
["工程名称：容器仓库大门侧区域雨污管道修补工程",null,null,"标段：","第 1 页  共 1 页"]
["序号","汇总内容","金额:(元)",null,null,"其中：暂估价(元)"]
["1","分部分项合计"]
["2","措施合计"]
["2.1","绿色施工安全防护措施费"]
["2.2","其他措施费"]
["3","其他项目",{"$nulls":3},"－"]
["3.1","暂列金额"]
["3.2","暂估价"]
["3.3","计日工"]
["3.4","总承包服务费"]
["3.5","预算包干费"]
["3.6","工程优质费"]
["3.7","概算幅度差"]
["3.8","索赔费用"]
["3.9","现场签证费用"]
["3.10","其他费用"]
["4","税前工程造价"]
["5","增值税销项税额",{"$nulls":3},"－"]
["6","总造价"]
["7","人工费"]
{"$rows_empty":8}
["投标报价合计=1+2+3+5",null,{"$f":"C21","v":{"v":0,"d":"0.00"}},null,null,"0"]
["注：本表适用于单位工程招标控制价或投标报价的汇总，如无单位工程划分，单项工程也使用本表汇总"]
[{"$nulls":4},"表—04"]

{"sheet":"表-08 分部分项工程和单价措施项目清单与计价表(含分部小计)","index":1,"n_rows":49,"n_cols":10,"rows_kept":49,"merged":[[0,0,0,9],[1,0,1,9],[2,0,4,0],[2,1,4,1],[2,2,4,3],[2,4,4,4],[2,5,4,5],[2,6,2,9],[3,6,4,7],[3,8,4,8],[5,2,5,3],[5,6,5,7],[6,2,6,3],[6,6,6,7],[7,2,7,3],[7,6,7,7],[8,2,8,3],[8,6,8,7],[9,2,9,3],[9,6,9,7],[10,2,10,3],[10,6,10,7],[11,2,11,3],[11,6,11,7],[12,2,12,3],[12,6,12,7],[13,2,13,3],[13,6,13,7],[14,2,14,3],[14,6,14,7],[15,2,15,3],[15,6,15,7],[16,2,16,3],[16,6,16,7],[17,2,17,3],[17,6,17,7],[18,2,18,3],[18,6,18,7],[19,2,19,3],[19,6,19,7],[20,2,20,3],[20,6,20,7],[21,2,21,3],[21,6,21,7],[22,2,22,3],[22,6,22,7],[23,2,23,3],[23,6,23,7],[24,2,24,3],[24,6,24,7],[25,2,25,3],[25,6,25,7],[26,2,26,3],[26,6,26,7],[27,2,27,3],[27,6,27,7],[28,2,28,3],[28,6,28,7],[29,2,29,3],[29,6,29,7],[30,2,30,3],[30,6,30,7],[31,2,31,3],[31,6,31,7],[32,2,32,3],[32,6,32,7],[33,2,33,3],[33,6,33,7],[34,2,34,3],[34,6,34,7],[35,2,35,3],[35,6,35,7],[36,2,36,3],[36,6,36,7],[37,2,37,3],[37,6,37,7],[38,2,38,3],[38,6,38,7],[39,2,39,3],[39,6,39,7],[40,2,40,3],[40,6,40,7],[41,2,41,3],[41,6,41,7],[42,2,42,3],[42,6,42,7],[43,2,43,3],[43,6,43,7],[44,2,44,3],[44,6,44,7],[45,0,45,7],[46,0,46,7],[47,0,47,9],[48,0,48,2],[48,3,48,6],[48,7,48,9]]}
[]
["工程名称：容器仓库大门侧区域雨污管道修补工程"]
["序号","项目名称","项目特征描述",null,"计量单位","工程量","金额（元）"]
[{"$nulls":6},"综合单价",null,"综合合价","其中"]
[{"$nulls":9},"暂估"]
[1,"杂草清除","1.部位:雨、污管网周边\n2.清理方式:人工清除\n3.转运距离:100米内\n4.综合考虑施工过程中材料、机械",null,"m2",82.54]
[2,"大榕树根清除","1.部位:雨、污管网周边\n2.清理方式:人工砍伐、清除雨污管网周边大榕树根\n3.转运距离:100米内\n4.综合考虑施工过程中材料、机械",null,"m3",5.6]
[3,"伐木油锯台班","1.伐木部位:混凝土管底及周边施工区域榕树根及榕树枝\n2.综合考虑施工过程中材料、机械、机油、汽油",null,"台班",3]
[4,"杂草、树根弃置","1.杂草、树根有资质处理场弃置\n2.运输车辆：厢式货车\n3.运距大于30KM",null,"m3",9.8]
[5,"地面施工缝","1.材质:路面切割机切割混凝土路面\n2.厚度:25cm\n3.其他:综合考虑路面切割机械、运输、机油、汽油、锯片损耗及人工配合完成本项的施工等内容",null,"m",26.6]
[6,"人工拆除水泥混凝土路面","1.材质:人工拆除水泥混凝土路面\n2.厚度:25cm\n3.现场转运：100米内             4.其他:综合考虑路面破除、铲挖、堆土、机械工具、人工配合完成本项的一切施工等内容",null,"m2",32.75]
[7,"开挖挡土设施","1、材质:松木板，20mm厚\n2、部位、名称:沟槽开挖挡土板，板长2米                                                    3、6米长DN65国标钢管打桩机打压入土挡板，上部管端钢丝绳螺栓紧固，并斜拉至牢固位置                                          4.综合考虑施工过程中材料、机械等完成本工序的一切因素                                                      5.钢管、板材的拆除及进退场运输   ",null,"m2",152]
[8,"挖沟槽土方","1.土壤类别:四类土\n2.挖土深度:2m 内\n3.开挖方式:人机配合，70%人工",null,"m3",109.5]
[9,"清除污水井、雨水井内榕树根、淤泥","1、清除污水井、雨水井内榕树根、淤泥\n2、井径:1米，深1.5米\n3、淤积情况:井内积泥、积树根1/2\n4、管道类型:井深1.5米，按密闭空间作业规范施工，戴防毒面具，配备送风设施",null,"个",8]
[10,"管道清淤 管径600mm内","1、结构形式:钢筋砼排水管\n2、管径:300-600mm\n3、淤积情况:管内积泥、积树根3/4\n4、管道类型:污水、雨水管道",null,"m",72.85]
[11,"余方弃置","1.废弃料品种:路面破除废料\n2.运距:30km",null,"m3",6.65]
[12,"余方弃置","1.废弃料品种:土方\n2.运距:30km",null,"m3",59.7]
[13,"拆除旧砼污水管","1.规格:DN300\n2.接口方式:防水砂浆封口\n3.拆除深度:2m以内\n4.其他:综合考虑管接口、管道拆除等完成本项的一切施工等内容",null,"m",36.5]
[14,"污水管","1.规格:高强DN300污水管\n2.接口方式:综合考虑\n3.铺设深度:2m以内\n4.管道检验及试验要求:综合考虑\n5.其他:综合考虑管接口、管道铺设、管道试验等完成本项的一切施工等内容",null,"m",36.5]
[15,"雨水管、接口防水","1.规格:预制钢筋混凝土DN600雨水管\n2.接口方式:综合考虑\n3.铺设深度:2m以内\n4.管道检验及试验要求:综合考虑\n5.其他:综合考虑管接口、管道铺设、管道试验等完成本项的一切施工等内容",null,"m",17.63]
[16,"雨水管、污水管混凝土或钢板保护","1.名称:雨水管、污水管混凝土或钢板保护\n2. 综合考虑人工、材料、机械",null,"m",54.13]
[17,"回填中沙","1.部位:污水管四周\n2.密实度要求:夯实，密实度大于95%\n3.填方材料品种:中沙\n4.填方粒径要求:综合考虑\n5.填方来源、运距:20KM",null,"m3",36.5]
[18,"回填方","1.部位:管道开挖处\n2.密实度要求:夯实，密实度大于95%\n3.填方材料品种:土方\n4.填方粒径要求:综合考虑\n5.填方来源、运距:原土回填，二次转运100米内",null,"m3",36.49]
[19,"水泥稳定碎(砾)石","1.部位:管道开挖处\n2.水泥含量:6%\n3.石料规格:级配碎石\n4.厚度:25cm",null,"m2",26.6]
[20,"水泥混凝土","1.部位:楼地面\n2.混凝土种类:普通C30商品混凝土\n3.厚度:25cm\n4.嵌缝材料:综合考虑，磨平拉槽\n5.养生方式:水养生",null,"m2",26.6]
[21,"预制混凝土井检查井","1.名称:污水检查井\n2.垫层、基础材质及厚度:C15普通商品混凝土\n3.井体材质、构造:1）C15混凝土垫层、厚150mm；2）井壁、底板C25、S4防水混凝土；3）板厚度、配筋及构造详见图集02S515 页100；\n4.井盖、井圈材质及规格:Φ1000铸铁井盖、C30防水混凝土井圈\n5.防渗、防水要求:井底设置溜槽（砖砌）、1:2水泥防水砂浆抹面，厚40mm\n6.其它:具体做法按设计图及规范要求",null,"座",3]
[22,"污水管接头加固、防水处理","1.名称:污水管接头加固、防水处理\n2.垫层、基础材质及厚度:C15普通商品混凝土200mm厚，规格1000*1000*200mm,含模板制安\n3.接头处Φ10钢筋笼包裹管接头，钢筋间距100mm；\n4.圆筒模板制安\n5.P10抗渗混凝土浇筑\n6.其它:具体做法按设计图及规范要求",null,"处",2]
[23,"污水井防水","1.名称：污水井内外防水                 2.污水井底板、内外壁冲洗，防水砂浆抹灰两遍，每遍15mm                  3.污水井底板、内外壁丙烯酸涂抹防水三遍，厚度4mm                                            4.土方回填，密实度要求:夯实，密实度大于95%",null,"座",5]
[24,"雨水井防水","1.名称：雨水井内外防水                 2.雨水井底板、内外壁冲洗，防水砂浆抹灰两遍，每遍15mm                  3.雨水井底板、内外壁丙烯酸涂抹防水三遍，厚度4mm                                            4.土方回填，密实度要求:夯实，密实度大于95%",null,"座",2]
[25,"污水管气囊封堵、拆除","1.材质;气囊\n2.规格;d300mm\n3.其他;施工完毕后拆除清理                 4.化粪池潜水员下潜作业                                                                                              ",null,null,2]
[26,"污水井口驳接","1.名称：污水井进、排水口驳接                2.驳口处冲洗，Φ12钢筋植筋入井壁，外包Φ10钢筋笼包裹管接头，钢筋间距100mm；\n3.圆筒模板制安\n4.P10抗渗混凝土浇筑\n5.驳口处内外壁b丙烯酸涂抹防水三遍，厚度4mm                                            4.土方回填，密实度要求:夯实，密实度大于95%",null,null,8]
[27,"雨水井修补","1.拆除破损雨水井                                  2.清理周边榕树根                      3.防水砂浆砌筑井体                                   4.防水混凝土井圈800*800                               5.混凝土井盖",null,null,2]
[28,"污水井修补","1.拆除破损污水井                                  2.清理周边榕树根                      3.防水砂浆砌筑井体                                   4.防水混凝土井圈800*800                               5.混凝土或重型铸铁井盖",null,null,2]
[29,"雨、污水井标识","1、雨、污水井不锈钢标识牌\n2、井盖油漆涂刷\n",null,"个",21]
[30,"排水降水台班","1、排水、降水方式:机械抽取\n2、水泵管径:75mm\n3、水泵种类:污水泵",null,"台班",6]
[31,"大型机械设备进出场及安拆","1.大型机械设备进出场及安拆",null,"台班",1]
[32,"现场电缆、通信光缆、路灯、自来水管、消防水管避让、迁移","1.名称:现场电缆、通信光缆、路灯、自来水管、消防水管避让、迁移\n2.人工、机械、材料",null,"项",1]
[33,"现场施工围蔽","1.现场施工围蔽\n2.彩条布或彩钢板围蔽\n3.高度:2m\n4.配合入地钢管安装\n5.施工完毕后拆除",null,"m2",67]
[34,"绿植保护及恢复","1.现场绿植保护、按现状恢复（灌木、草皮）                          2.养护期：一年",null,"m2",62.54]
[35,"化粪池吸污","1.吸污车吸污                                             2.有处理资质场地弃置",null,"m3",20]
[36,"氨氮动态监测","1.竣工后氨氮试纸动态监测                            2.含试纸、药剂，交通费等完成本工作需要的人工、机械",null,"次",6]
[{"$nulls":4},"项"]
[{"$nulls":4},"项"]
[null,"措施项目",null,null,"项"]
[null,"单价措施合计"]
["本页小计",{"$nulls":7},{"$f":"SUM(I6:I45)","v":{"v":0,"d":"0.00"}}]
["合   计",{"$nulls":7},{"$f":"I46","v":{"v":0,"d":"0.00"}}]
["注：为计取规费等的使用，可在表中增设其中：“定额人工费”。"]
[{"$nulls":7},"表—08"]

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["总价措施项目清单与计价表"]
["工程名称：容器仓库大门侧区域雨污管道修补工程",{"$nulls":4},"标段：",null,null,"第  页  共 页"]
["序号","项目编码","项目名称","计算基础","费率\n(%)",null,"金额\n(元)","调整费率\n(%)",null,"调整后\n金额\n(元)","备注"]
["1","LSSGCSF00001","绿色施工安全防护措施费",null,"100",{"$nulls":5},"以分部分项的人工费与施工机具费之和为计算基础；以专业工程类型\n区分不同费率计算；\n单独场地平整工程费率为4.35%；\n道路、管网工程费率为16.50%；\n桥涵、隧道、水处理构筑物工程费率为14.50%；\n\n分部分项工程总费用在300 万元以内（含300 万元）的项目按基本费率乘以1.20；"]
["2","粤041109009001","文明工地增加费","分部分项人工费+分部分项机械费","0",{"$nulls":5},"以分部分项的人工费与施工机具费之和为计算基础；市级文明工地0.60%；省级文明工地1.20%"]
["3","041109002001","夜间施工增加费",null,"20",{"$nulls":5},"以夜间施工项目人工费的20%计算"]
["4","041109005001","交通疏解员增加费",null,"15",{"$nulls":5},"按照项目分部分项人工费的15%计算（有方案的按照方案"]
["编制人（造价人员）：",{"$nulls":4},"复核人（造价工程师）："]
[{"$nulls":8},"表-11"]
["总价措施项目清单与计价表"]
["工程;容器仓库大门侧区域雨污管道修补工程",{"$nulls":4},"标段：",null,null,"第 2 页  共 2 页"]
["序号","项目编码","项目名称","计算基础","费率\n(%)",null,"金额\n(元)","调整费率\n(%)",null,"调整后\n金额\n(元)","备注"]
[{"$nulls":10},"计算），\n结算时据实结算。"]
["5","041108001001","地下管线交叉降效费",null,"0",{"$nulls":5},"按实际发生或经批准的施工方案计算"]
["6","粤041109008001","赶工措施费","分部分项人工费+分部分项机械费","0",{"$nulls":5},"赶工措施费=（1-δ）*分部分项的（人工费+施工机具费）*0.30 （0.8≤δ＜1   式中：δ=合同工期/定额工期）"]
["7","QTFY00000001","其他费用",{"$nulls":7},"按实际发生或经批准的施工组织设计方案计算"]
{"$rows_empty":14}
["合    计"]
["编制人（造价人员）：",{"$nulls":4},"复核人（造价工程师）："]
[{"$nulls":8},"表-11"]

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[]
["其他项目清单与计价汇总表"]
["工程名称：容器仓库大门侧区域雨污管道修补工程",null,null,"标段：",null,"第 1 页  共 1 页"]
["序号","项目名称","金额（元）",null,"结算金额（元）",null,"备注"]
["1","暂列金额",{"$nulls":4},"明细详见表-12-1"]
["2","暂估价"]
["2.1","材料暂估价","—",{"$nulls":3},"明细详见表-12-2"]
["2.2","专业工程暂估价",{"$nulls":4},"明细详见表-12-3"]
["3","计日工",{"$nulls":4},"明细详见表-12-4"]
["4","总承包服务费",{"$nulls":4},"明细详见表-12-5"]
["5","预算包干费"]
["6","工程优质费"]
["7","概算幅度差"]
["8","现场签证费用"]
["9","索赔费用"]
["10","其他费用"]
{"$rows_empty":19}
[null,"合  计",{"$nulls":4},"—"]
["注：材料（工程设备）暂估单价进入清单项目综合单价，此处不汇总。"]
[{"$nulls":5},"表—12"]

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[]
["暂列金额明细表"]
["工程名称：容器仓库大门侧区域雨污管道修补工程",null,null,"标段：",null,"第 1 页  共 1 页"]
["序号","名称","计量单位",null,"暂定金额\n（元）",null,"备注"]
["1","暂列金额","项"]
{"$rows_empty":29}
["合    计",{"$nulls":3},"0.00",null,"—"]
["注：此表由招标人填写，如不能详列，也可只列暂列金额总额，投标人应将上述暂列金额计入投标总价中。"]
[{"$nulls":5},"表—12—1"]

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["规费、税金项目清单与计价表"]
["工程名称：容器仓库大门侧区域雨污管道修补工程",null,null,"标段：",null,null,"第 1 页  共 1 页"]
["序号","项目名称","计算基础",null,"计算基数","计算费率\n(%)",null,"金额(元)"]
["1","增值税销项税额","分部分项合计+措施合计+其他项目"]
[{"$nulls":7},{"$f":"E5*0.09","v":{"v":0,"d":"0.00"}}]
{"$rows_empty":29}
["合    计",{"$nulls":6},{"$f":"SUM(H5:H34)","v":{"v":0,"d":"0.00"}}]
[" 编制人（造价人员）：",null,null,"复核人（造价工程师）："]
[{"$nulls":6},"表—13"]