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["第五章  工程量清单"]
["    1.工程量清单说明"]
["        1.1 本工程量清单是根据招标文件中包括的、有合同约束力的图纸以及有关工程量清单的国家标准、行业标准、合同条款中约定的工程量计算规则编制。约定计量规则中没有的子目，其工程量按照有合同约束力的图纸所标示尺寸的理论净量计算。计量采用中华人民共和国法定计量单位。"]
["        1.2本工程量清单应与招标文件中的投标人须知，通用合同条款、专用合同条款、技术规范及图纸等一起阅读和理解。"]
["        1.3本工程量清单中所列工程数量是估算的或设计的预计数量，仅作为投标报价的共同基础，不能作为最终结算与支付的依据。实际支付应按实际完成的工程量，由承包人以监理人认可的尺寸、断面计量，按本工程量清单的单价和总额价计算支付金额；或者根据具体情况，按合同条款第15.4款的规定，由监理人确定的单价或总额价计算支付额。"]
["        1.4工程量清单中所列工程量的变动，丝毫不会降低或影响合同条款的效力，也不免除承包人按规定的标准进行施工和修复缺陷的责任。"]
["        1.5图纸中所列的工程数量表及数量汇总表仅是提供资料，不是工程量清单的外延，图纸与工程量清单所列数量不一致时，以工程量清单所列数量作为报价的依据。"]
["     2.投标报价的说明"]
["        2.1工程量清单中的每一子目(有数量）需填入单价或价格，且只允许有一个报价。"]
["        2.2除非合同另有规定，工程量清单中有标价的单价和总额价均已包括了为实施和完成合同工程所需的劳务、材料、机械、质检（自检）、安装、调试、缺陷修复、管理费、规费、保险、税费、利润、措施费（不含工程量清单表5.4投标报价汇总表中所列安全生产费）等费用，以及合同明示或暗示的所有责任、义务和一般风险。"]
["        2.3工程量清单中投标人没有填入单价或价格的子目，其费用视为已分摊在工程量清单中其他相关子目的单价或价格之中。承包人必须按监理人指令完成工程量清单中未填入单价或价格的子目，但不能得到结算与支付。"]
["        2.4符合合同条款规定的全部费用应认为已被计入有标价的工程量清单所列各子目之中，未列子目不予计量的工作，其费用应视为已分摊在本合同工程的有关子目的单价或总额价之中。"]
["        2.5承包人用于本合同工程的各类装备的提供、运输、维护、拆卸、拼装等支付的费用，已包括在工程量清单的单价或总额价之中。"]
["       2.6在标价的工程量清单中提供的每个项目的价格应包括该项目的完整工程，以人民币支付。"]
["        2.7暂列金额（不含计日工总额）的数量及拟用子目的说明： 按包头市铝业园区南绕城连接线道路工程和包头市铝业园区纬四路道扩建工程及安全生产费合计金额（不含暂估价）的5%计列。 "]
["    3.计日工说明:无。"]
["    4.其它说明"]
["        4.1 本项目建筑工程一切险、第三方责任险、承包人装备险、承包人职工的（人身）事故险和进场的材料及工程设备险由承包人自行投保，保险费由承包人承担并支付，并包含在所报的单价或总额价中，不单独报价。由于承包人未投保所造成的一切损失或索赔，均由承包人自行承担责任。"]
["         4.2为确保将安全施工措施落到实处，招标人按《公路水运工程安全生产监督管理办法》(交通部2007年第1号令)要求设置安全生产费，该项费用按投标控制价上限的1%以固定金额形式计入工程量清单100章相应支付子目中。所发生的施工安全生产费用，应用于施工安全防护用具及设施的采购和更新、安全施工措施的落实、安全生产条件的改善，不得挪作他用。"]

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[]
["包头市铝业园区南绕城连接线道路工程-工程量清单"]
[]
["工程名称：包头市铝业园区南绕城连接线道路工程"]
["序\n号","项目编码","项目名称","项目特征描述","计量\n单位","工程\n数量","金额(元)"]
[{"$nulls":6},"综合单价","合价"]
[]
["砍伐树木及刨树根"]
["1","050101001001","砍伐乔木","1.树干胸径:10-20cm\r\n","株",2,null,""]
["2","050101001002","砍伐乔木","1.树干胸径:20-30cm","株",3,null,""]
["3","050101001003","砍伐乔木","1.树干胸径:大于30cm","株",30,null,""]
["4","050101001004","砍伐乔木","1.树干胸径:小于10cm","株",82,null,""]
["5","050101002001","挖树根","1.树干胸径:10-20cm\r\n","株",2,null,""]
["6","050101002002","挖树根","1.树干胸径:20-30cm","株",3,null,""]
["7","050101002003","挖树根","1.树干胸径:大于30cm","株",30,null,""]
["8","050101002004","挖树根","1.树干胸径:小于10cm","株",82,null,""]
["交通工程",{"$nulls":6},""]
["9","040205004001","单柱标志板(含基础）","1.类型:圆形\r\n2.材质、规格尺寸：铝合金面板、φ800\r\n3、标志板、滑动槽钢均采用LF2-M型铝合金制作\r\n4、立柱法兰盘、抱箍及连接螺栓等钢构件均采用热浸镀锌处理\r\n5、反光膜\r\n6、其他未尽事宜详见图纸\r\n","块",2,null,""]
["10","040205004002","单柱标志板(含基础）","1.类型:三角形\r\n2.材质、规格尺寸：铝合金面板、△900\r\n3、标志板、滑动槽钢均采用LF2-M型铝合金制作\r\n4、立柱法兰盘、抱箍及连接螺栓等钢构件均采用热浸镀锌处理\r\n5、反光膜\r\n6、其他未尽事宜详见图纸\r\n","块",1,null,""]
["11","040205004003","双柱标志板(含基础）","1.类型:方形\r\n2.材质、规格尺寸：铝合金面板、3540×2520\r\n3、标志板、滑动槽钢均采用LF2-M型铝合金制作\r\n4、立柱法兰盘、抱箍及连接螺栓等钢构件均采用热浸镀锌处理\r\n5、反光膜\r\n6、其他未尽事宜详见图纸","块",1,null,""]
["12","040205006001","标线","1.材料品种:热熔涂料\r\n2.工艺：热熔型\r\n3.线型：单线\r\n","m²",821.58,null,""]
["13","040205012001","波形护栏-Gr-A-4E","1.类型:波形\r\n2.规格、型号:Gr-A-4E\r\n3.材料品种：所有立柱均应按规范要求做防腐处理\r\n4.所有钢构件采用热浸镀锌处理\r\n5.基础、垫层：含基础做法\r\n","m",96,null,""]
["14","040205012002","隔离护栏-GT-1","1.类型:波形\r\n2.规格、型号:GT-1\r\n3.材料品种：所有立柱均应按规范要求做防腐处理\r\n4.所有钢构件采用热浸镀锌处理\r\n5.基础、垫层：含基础做法\r\n","m",24,null,""]
["15","040205012003","隔离护栏-Gr-SB-2E","1.类型:波形\r\n2.规格、型号:Gr-SB-2E\r\n3.材料品种：所有立柱均应按规范要求做防腐处理\r\n4.所有钢构件采用热浸镀锌处理\r\n5.基础、垫层：含基础做法","m",457,null,""]
["清表土",{"$nulls":6},""]
["16","040701001001","清表土","1、清除表土\r\n2、弃土运距：施工单位自行考虑\r\n3、清表厚度按10cm计算","m²",20410,null,""]
["17","040103001001","回填方(清表亏方）","1、填土碾压\r\n2、土方运距施工单位自行考虑\r\n3、压实度符合设计要求","m³",4082,null,""]
["18","040201001001","预压地基","1、清表碾压\r\n2.压实度符合设计要求","m²",26872,null,""]
["特殊路基",{"$nulls":6},""]
["19","040101001001","挖一般土方","1、土壤类别：一二类土\r\n2、弃土运距：施工单位自行考虑","m³",6058,null,""]
["20","010201001001","换填砂砾","1.材料种类及配比：砂砾\r\n2.其他未尽事宜详见图纸\r\n","m³",14211,null,""]
["21","040201021001","土工合成材料","1.材料品种、规格: 采用国标三向土工格栅，每延m纵、横向极限抗拉强度≥50KN/m,2%伸长率时的抗拉强度≥20KN/m\r\n2.其他未尽事宜详见图纸\r\n","m²",2020,null,""]
["拱形骨架护坡",{"$nulls":6},""]
["22","040305005001","护坡","1、材料：毛石\r\n2、砌筑砂浆：M7.5水泥砂浆\r\n3、每隔10.5m设置一道伸缩缝，缝内用沥青麻絮填塞，其深度不小于10cm\r\n4、挖基础土方","m³",797.01,null,""]
["23","050102014001","护坡内植草","1.拱形骨架护坡内撒播草籽\r\n","m²",2508.97,null,""]
["24","040305005001","预制块","1、材料规格强度：C30混凝土预制块","m³",26.67,null,""]
["植草砖护坡",{"$nulls":6},""]
["25","040305005001","护坡","1、材料：毛石\r\n2、砌筑砂浆：M7.5水泥砂浆\r\n3、每隔10.5m设置一道伸缩缝，缝内用沥青麻絮填塞，其深度不小于10cm\r\n4、挖基础土方、回填方","m³",720,null,""]
["26","050102014001","植草砖护坡内植草","1、护坡植草砖内撒播草籽\r\n2、回填种植土\r\n","m²",1020,null,""]
["27","040204001001","植草砖铺设","1、C25植草砖预制块\r\n2、15cm砂砾垫层","m³",181,null,""]
["填前清除表土",{"$nulls":6},""]
["28","040101001001","清表土","1.土质种类:清除线位建筑垃圾及炉渣\r\n2.垃圾清运：运距由施工单位自行考虑","m³",2738,null,""]
["29","040103001001","回填方(清表亏方）","1.密实度要求:符合设计要求\r\n2.填方运距：施工单位自行考虑\r\n3.填前对基底进行碾压\r\n","m³",2678,null,""]
["路基土石方",{"$nulls":6},""]
["30","040101001001","挖一般土方","施工区域内土方开挖和倒运","m³",19,null,""]
["31","040103001001","利用土方","利用土方\r\n运距由施工单位自行考虑","m³",19,null,""]
["32","040101001001","挖一般土方","1.土壤类别:一、二类土\r\n","m³",55616.8,null,""]
["33","010103002001","土方运输","填方运输\r\n土方运距自行考虑","m³",55616.8,null,""]
["34","010103001001","填土碾压","填土碾压","m³",55616.8,null,""]
["沥青混凝土道路",{"$nulls":6},""]
["35","040202009001","砂砾-垫层","1.石料规格:天然砂砾垫层\r\n2.厚度:200mm\r\n","m²",24338,null,""]
["36","040202014001","水泥稳定碎（砾）石-底基层","20cm水泥稳定碎石底基层（4:96）\r\n","m²",21928,null,""]
["37","040202014002","水泥稳定碎（砾）石-基层","20cm水泥稳定碎石基层（5:95）","m²",21646,null,""]
["38","040203003001","粘层","1.材料品种:PCR改性乳化沥青\r\n2.用油量：0.6吨/千平方m","m²",21176,null,""]
["39","040203006001","沥青混凝土-下面层","1、材料品种:7cmAC-25C粗粒式改性沥青混凝土面层\r\n2、其他未尽事宜详见图纸","m²",21176,null,""]
["40","040203006001","沥青混凝土-上面层","1、材料品种:5cmAC-16C中粒式改性沥青混凝土面层\r\n2、其他未尽事宜详见图纸","m²",21176,null,""]
["41","040203004001","下封层","1.材料品种:PCR改性乳化沥青、石屑\r\n2.厚度：不低于6mm\r\n3、用油量：1.1吨/千平方m\r\n","m²",21646,null,""]
["42","040204001001","路肩","培路肩土方厚度：40cm","m²",2315,null,""]
["43","040203007001","拆除水泥混凝土路面","1、机械拆除旧混凝土路面\r\n2、路面厚度：20cm\r\n3、垃圾清运运距自行考虑","m²",96,null,""]
["44","040204004001","安砌侧缘石","1.材料品种、规格:C30混凝土路缘石、99.5*15*20\r\n","m³",56.47,null,""]
["45","040304003001","预制混凝土路肩板-B型","1.部位:路肩\r\n2.图集、图纸名称：B型预制混凝土路肩板\r\n3.构件代号、名称：B型\r\n4.混凝土强度等级：C30\r\n","m³",67.76,null,""]
["46","040304003002","预制混凝土路肩板-C型","1.部位:路肩\r\n2.图集、图纸名称：C型预制混凝土路肩板\r\n3.构件代号、名称：C型\r\n4.混凝土强度等级：C30\r\n","m³",86.82,null,""]
["水泥混凝土道路",{"$nulls":6},""]
["47","040203007002","水泥混凝土-280CM","1、设计标准：BZZ-100交通等级为重交通\r\n2、弯拉强度：fcm≥5.0MPa\r\n3、面板厚度：28cm\r\n4、水泥采用硅酸盐水泥强度不低于42.5，水泥用量不得小于320Kg/m³，碎石采用机轧碎石最大粒径不大于26.5mm\r\n5、施工时如发现水泥混凝土面板与设计不符时，可按实际情况进行调整。","m²",921,null,""]
["48","040202009001","砂砾石-垫层","1.石料规格:天然砂砾垫层\r\n2.厚度:200mm\r\n","m²",1004.2,null,""]
["49","040202014002","水泥稳定碎（砾）石-基层","20cm水泥稳定碎石基层（5:95）","m²",962.6,null,""]
["50","040204001001","路肩","培土路肩，厚度：67cm","m²",56.8,null,""]
["51","040204004001","安砌侧缘石","1.材料品种、规格:C30混凝土路缘石、99.5*15*20\r\n","m³",1.2,null,""]
["52","040304003001","预制混凝土路肩板-B型","1.部位:路肩\r\n2.图集、图纸名称：B型预制混凝土路肩板\r\n3.构件代号、名称：B型\r\n4.混凝土强度等级：C30\r\n","m³",1.43,null,""]
["53","040304003002","预制混凝土路肩板-C型","1.部位:路肩\r\n2.图集、图纸名称：C型预制混凝土路肩板\r\n3.构件代号、名称：C型\r\n4.混凝土强度等级：C30\r\n","m³",1.83,null,""]
["人行道硬化",{"$nulls":6},""]
["54","040204002001","人行道块料铺设","1.块料品种、规格:6cm彩砖\r\n2.垫层：水泥稳定砂砾\r\n","m³",5.44,null,""]
["55","040305003001","拆除铁轨两侧浆砌片石","施工时拆除铁轨两侧浆砌片石必须提前与铁路部门协商，协商后如不需要挖除则扣去该项工程量\r\n","m³",155.4,null,""]
["56","040203007001","水泥混凝土搭板","1.混凝土强度等级:C30\r\n2.与沥青砼衔接水泥砼搭板(20cm)\r\n","m²",156,null,""]
["57","040901001001","现浇构件钢筋","一级钢","t",6.8,null,""]
["58","040901001001","现浇构件钢筋","二级钢","t",1.12,null,""]
["平面交叉",{"$nulls":6},""]
["59","040202009001","砂砾石-垫层","1.石料规格:天然砂砾垫层\r\n2.厚度:200mm\r\n","m²",1441,null,""]
["60","040202014001","水泥稳定碎（砾）石-底基层","20cm水泥稳定碎石底基层（4:96）\r\n","m²",1308,null,""]
["61","040202014002","水泥稳定碎（砾）石-基层","20cm水泥稳定碎石基层（5:95）","m²",1290,null,""]
["62","040203003001","粘层","1.材料品种:PCR改性乳化沥青\r\n2.用油量：0.6吨/千平方m","m²",1253,null,""]
["63","040203006001","沥青混凝土-下面层","1、材料品种:7cmAC-25C粗粒式改性沥青混凝土面层\r\n2、其他未尽事宜详见图纸","m²",1253,null,""]
["64","040203006001","沥青混凝土-上面层","1、材料品种:5cmAC-16C中粒式改性沥青混凝土面层\r\n2、其他未尽事宜详见图纸","m²",1253,null,""]
["65","040203004001","下封层","1.材料品种:PCR改性乳化沥青、石屑\r\n2.厚度：不低于6mm\r\n3、用油量：1.1吨/千平方m\r\n","m²",1290,null,""]
["66","040204001001","路肩","培路肩土方厚度：40cm","m²",121,null,""]
["67","040203007001","拆除水泥混凝土路面","1、机械拆除旧混凝土路面\r\n2、路面厚度：20cm\r\n3、垃圾清运运距自行考虑","m²",44.46,null,""]
["68","040204004001","安砌侧缘石","1.材料品种、规格:C30混凝土路缘石、99.5*15*20\r\n","m³",7.17,null,""]
["69","040304003001","预制混凝土路肩板-B型","1.部位:路肩\r\n2.图集、图纸名称：B型预制混凝土路肩板\r\n3.构件代号、名称：B型\r\n4.混凝土强度等级：C30\r\n","m³",8.24,null,""]
["70","040304003002","预制混凝土路肩板-C型","1.部位:路肩\r\n2.图集、图纸名称：C型预制混凝土路肩板\r\n3.构件代号、名称：C型\r\n4.混凝土强度等级：C30\r\n","m³",10.53,null,""]
["71","040103002001","挖土方","1.废弃料的品种：挖除原土\r\n2.运距：10KM\r\n","m³",11.2,null,""]
["72","040103001001","填筑土方","1、填土碾压\r\n2、土方运距施工单位自行考虑\r\n3、密实度符合设计要求","m³",8215.23,null,""]
["73","040205012001","声屏障(含基础）","1.类型：透明隔音板\r\n2.规格、型号:隔音墙高度3.02m\r\n3.材料品种：6mm厚PC耐力板\r\n4.其他未尽事宜详见图纸\r\n","m",120,null,""]
["雨水管道",{"$nulls":6},""]
["74","040501001001","混凝土管-DN600","1.名称：普通承插式钢筋砼排水管\r\n2.垫层、基础材质及厚度:100mm砂垫层\r\n3.材质及规格:DN600钢筋混凝土管（II级）\r\n4.接口方式:膨胀水泥砂浆接口\r\n5.埋设深度:1.5m~2.63m\r\n6.管道闭水试验","m",20,null,""]
["75","040501001001","混凝土管-DN800","1.名称：普通承插式钢筋砼排水管\r\n2.垫层、基础材质及厚度:100mm砂垫层\r\n3.材质及规格:DN800钢筋混凝土管（II级）\r\n4.接口方式:膨胀水泥砂浆接口\r\n5.埋设深度:1.5m~2.63m\r\n6.管道闭水试验","m",180,null,""]
["76","040504002001","混凝土井","1．垫层、基础形式及厚度，混凝土强度等级，砌筑材料品种、规格，盖板材质规格，防渗防水要求，砂浆强度等级及配合比：尺寸及做法详见图集02S515-37\r\r\n2.井盖、井圈材质及规格：重型球墨铸铁井盖","座",2,null,""]
["77","040504007001","市政碰头",null,"座",1,null,""]
["78","040205006001","临时占地","沿线取、弃土场","总额",1,null,""]
["合    计",{"$nulls":6},0]

{"sheet":"包头市铝业园区纬四路道路扩建工程","index":2,"n_rows":64,"n_cols":8,"rows_kept":64,"merged":[[1,0,1,7],[4,0,6,0],[4,1,6,1],[4,2,6,2],[4,3,6,3],[4,4,6,4],[4,5,6,5],[4,6,4,7],[5,6,6,6],[5,7,6,7],[7,0,7,3],[10,0,10,3],[14,0,14,3],[18,0,18,3],[21,0,21,3],[36,0,36,3],[49,0,49,3],[55,0,55,3],[58,0,58,3],[63,0,63,5]],"flags":["formulas_cached_only"]}
[]
["包头市铝业园区纬四路道路扩建工程-工程量清单"]
[]
["工程名称：SG-包头市铝业园区纬四路道路扩建工程"]
["序\n号","项目编码","项目名称","项目特征描述","计量\n单位","工程\n数量","金额(元)"]
[{"$nulls":6},"综合单价","合价"]
[]
["砍伐树木及刨树根"]
["1","050101001001","砍伐乔木","1.树干胸径:10-20cm\r\n","株",683,null,""]
["2","050101002001","挖树根","1.树干胸径:10-20cm\r\n","株",683,null,""]
["交通工程",{"$nulls":6},""]
["3","040205004002","单柱标志板(含基础）","1.类型:三角形\r\n2.材质、规格尺寸：铝合金面板、△900\r\n3、标志板、滑动槽钢均采用LF2-M型铝合金制作\r\n4、立柱法兰盘、抱箍及连接螺栓等钢构件均采用热浸镀锌处理\r\n5、反光膜\r\n6、其他未尽事宜详见图纸\r\n","块",2,null,""]
["4","040205006001","标线","1.材料品种:热熔涂料\r\n2.工艺：热熔型\r\n3.线型：单线\r\n","m²",262.23,null,""]
["5","040205014001","爆闪灯","1.类型\r\n2.灯架材质、规格\r\n3.基础、垫层：材料品种、厚度\r\n4.信号灯规格、型号、组数\r\n","套",2,null,""]
["特殊路基",{"$nulls":6},""]
["6","040101001001","挖一般土方","1、土壤类别：一二类土\r\n2、弃土运距：施工单位自行考虑","m³",5904,null,""]
["7","010201001001","换填砂砾","1.材料种类及配比：砂砾\r\n2.其他未尽事宜详见图纸\r\n","m³",5904,null,""]
["8","040201021001","土工合成材料","1.材料品种、规格: 采用国标三向土工格栅，每延m纵、横向极限抗拉强度≥50KN/m,2%伸长率时的抗拉强度≥20KN/m\r\n2.其他未尽事宜详见图纸\r\n","m²",14759,null,""]
["路基土石方",{"$nulls":6},""]
["9","040101001001","挖一般土方","1.施工区域内土方开挖和倒运\r\n2.废方运距自行考虑\r\n","m³",8001.4,null,""]
["10","040103001001","利用土方","利用土方\r\n运距由施工单位自行考虑\r\n填土碾压","m³",67.1,null,""]
["沥青混凝土道路",{"$nulls":6},""]
["11","040202009001","砂砾-垫层","1.石料规格:天然砂砾垫层\r\n2.厚度:200mm\r\n","m²",6694,null,""]
["12","040202014001","水泥稳定碎（砾）石-底基层","20cm水泥稳定碎石底基层（4:96）\r\n","m²",6489,null,""]
["13","040202014002","水泥稳定碎（砾）石-基层","20cm水泥稳定碎石基层（5:95）","m²",6283,null,""]
["14","040203003001","粘层","1.材料品种:PCR改性乳化沥青\r\n2.用油量：0.6吨/千平方m","m²",14538,null,""]
["15","040203006001","沥青混凝土-下面层","1、材料品种:7cmAC-25C粗粒式改性沥青混凝土面层\r\n2、其他未尽事宜详见图纸","m²",5940,null,""]
["16","040203006001","沥青混凝土-上面层","1、材料品种:5cmAC-16C中粒式改性沥青混凝土面层\r\n2、其他未尽事宜详见图纸","m²",14538,null,""]
["17","040201021001","玻璃纤维格栅","1.材料品种、规格:玻璃纤维格栅,宽为2m\r\n","m²",1911,null,""]
["18","040203006001","旧路沥青混凝土上面层找平层","1、材料品种:旧路沥青混凝土上面层找平层（2cm）\r\n2、其他未尽事宜详见图纸","m²",8597,null,""]
["19","040203004001","下封层","1.材料品种:PCR改性乳化沥青、石屑\r\n2.厚度：不低于6mm\r\n3、用油量：1.1吨/千平方m\r\n","m²",6283,null,""]
["20","040204001001","路肩","培路肩土方厚度：71cm","m²",1851,null,""]
["21","041001005001","刨除旧路混凝土路缘石","1、材质:混凝土路缘石\r\n2、垃圾清运运距：自行考虑\r\n","m³",85.97,null,""]
["22","040204004001","安砌路缘石","1.材料品种、规格:花岗岩路缘石、99.5*15*30\r\n","m³",104.67,null,""]
["23","040204004001","安砌路缘石","1.材料品种、规格:花岗岩路缘石、99.5*15*20","m³",69.78,null,""]
["24","040204002001","人行道块料铺设","1.块料品种、规格:6cm彩砖\r\n2.垫层：水泥稳定砂砾\r\n","m³",167.47,null,""]
["平面交叉",{"$nulls":6},""]
["25","040202009001","砂砾石-垫层","1.石料规格:天然砂砾垫层\r\n2.厚度:200mm\r\n","m²",220,null,""]
["26","040202014001","水泥稳定碎（砾）石-底基层","20cm水泥稳定碎石底基层（4:96）\r\n","m²",214,null,""]
["27","040202014002","水泥稳定碎（砾）石-基层","20cm水泥稳定碎石基层（5:95）","m²",208,null,""]
["28","040203003001","粘层","1.材料品种:PCR改性乳化沥青\r\n2.用油量：0.6吨/千平方m","m²",703,null,""]
["29","040203006001","沥青混凝土-下面层","1、材料品种:7cmAC-25C粗粒式改性沥青混凝土面层\r\n2、其他未尽事宜详见图纸","m²",202,null,""]
["30","040203006001","沥青混凝土-上面层","1、材料品种:5cmAC-16C中粒式改性沥青混凝土面层\r\n2、其他未尽事宜详见图纸","m²",703,null,""]
["31","040203004001","下封层","1.材料品种:PCR改性乳化沥青、石屑\r\n2.厚度：不低于6mm\r\n3、用油量：1.1吨/千平方m\r\n","m²",208,null,""]
["32","040204001001","路肩","培土路肩厚度：71cm","m²",189,null,""]
["33","040204004001","安砌路缘石","1.材料品种、规格:花岗岩路缘石、99.5*15*30\r\n","m³",5.67,null,""]
["34","040204004001","安砌路缘石","1.材料品种、规格:花岗岩路缘石、99.5*15*20","m³",3.78,null,""]
["35","040204002001","人行道块料铺设","1.块料品种、规格:6cm彩砖\r\n2.垫层：水泥稳定砂砾\r\n","m³",9.25,null,""]
["36","040103002001","挖土方","1.废弃料的品种：挖除原土\r\n2.运距自行考虑\r\n","m³",122.98,null,""]
["雨水管道",{"$nulls":6},""]
["37","040504004001","砖砌井筒","1.井筒规格：Φ700\r\n2.其他未尽事宜详见图纸\r\n","座",17,null,""]
["38","040504009001","雨水口","1.雨水箅子及圈口材质、型号、规格:铸铁、砼\r\n2.砖砌雨水井\r\n3.其他未尽事宜详见图纸\r\n","座",46,null,""]
["39","040504003001","复合材料井盖-雨水井","1.垫层、基础材质及厚度:铸铁、砼\r\n2.检查井材质、规格:Φ700\r\n3.其他未尽事宜详见图纸","座",17,null,""]
["40","040501001001","混凝土管-DN300","1.名称：普通承插式钢筋砼排水管\r\n2.垫层、基础材质及厚度:100mm砂垫层\r\n3.材质及规格:DN300钢筋混凝土管（II级）\r\n4.接口方式:膨胀水泥砂浆接口\r\n5.埋设深度:1.5m~2.63m\r\n6.管道闭水试验","m",92,null,""]
["41","040303002001","混凝土基础","1.混凝土强度等级:C15\r\n","m³",52.02,null,""]
["污水管道",{"$nulls":6},""]
["42","040504003001","复合材料井盖-污水井","1.垫层、基础材质及厚度:铸铁、砼\r\n2.检查井材质、规格:Φ700\r\n3.其他未尽事宜详见图纸","座",14,null,""]
["43","040504007001","市政碰头",null,"座",1,null,""]
["临时工程",{"$nulls":6},""]
["44","040205004001","标志板","1、临时标识\r\n2、位置根据施工现场临时安放","块",2,null,""]
["45","040205012001","临时围挡","1、临时围挡\r\n2、位置根据施工现场临时安放","m",1163,null,""]
["46","040205004002","路栏板","1、临时路栏板\r\n2、位置根据施工现场临时安放","块",2,null,""]
["47","040205006001","临时占地","沿线取、弃土场","总额",1,null,""]
["合    计",{"$nulls":6},0]

{"sheet":"汇总表","index":3,"n_rows":10,"n_cols":4,"rows_kept":10,"merged":[[0,0,0,2]],"flags":["formulas_cached_only"]}
["5.4 投标报价汇总表"]
[]
["合同段编号：SG",null,"货币单位：人民币元"]
["序号","工程名称","金额(元)"]
[1,"包头市铝业园区南绕城连接线道路工程",0]
[2,"包头市铝业园区纬四路道路扩建工程",0]
[3,"安全生产费(按投标控制价上限的1%计列)",null,"安全生产费用需填入报价，方可显示本章节总价。"]
[4,"第1～3清单合计",0]
[5,"暂列金额（不含计日工总额，即:4×5%=5）",0]
[6,"投标报价(4+5)=6",""]