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[null,null,"厚度:200mm"]
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["3","桂040103003001","土石方运输每增1km","·km","353.12"]
[null,null,"渣土增运4.5KM，结算按实际发生运距计算"]
[null,null,"土石方工程"]
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[null,null,"土壤类别:三类土"]
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["6","040103001002","沟槽回填砂石","","297.10"]
[null,null,"密实度:＞0.85"]
[null,null,"填方材料品种:杂砂石"]
[null,null,"填方来源:外购"]
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[null,null,"废弃料品种:原开挖土方外运"]
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[null,null,"渣土增运4KM，结算按实际发生运距计算"]
[null,null,"道路工程"]
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[null,null,"混凝土强度等级:C30"]
[null,null,"厚度:200mm"]
[null,null,"部位：排水管道路 路面恢复"]
["10","040303002001","井背回填混凝土","","173.36"]
[null,null,"混凝土种类、强度等级:商品砼、C15"]
[null,null,"管网工程"]
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[null,null,"接口方式:承插橡胶密封圈连接,环刚度SN≥8.0KN/㎡"]
[null,null,"规格:Ⅱ级DN300*2500*40mm"]
["12","040501001002","Ⅱ级钢筋混凝土管DN600","m","193.00"]
[null,null,"接口方式:承插橡胶密封圈连接,环刚度SN≥8.0KN/㎡"]
[null,null,"规格:Ⅱ级DN300*2500*40mm"]
["13","040501004001","HDPE双壁波纹管DN600","m","294.00"]
[null,null,"接口方式:承插橡胶密封圈连接,环刚度SN≥8.0KN/㎡"]
["14","040501010001","DN800钢筋混凝土顶管矩形工作井","座","1"]
[null,null,"土壤类别：三类土"]
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[null,null,"工作坑支撑设备安拆及平台安拆"]
[null,null,"基础封底砼等级为C20,基础及四周井壁砼等级为C30"]
[null,null,"详细做法见施工图"]
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[null,null,"土壤类别：三类土"]
[null,null,"运距：5km"]
[null,null,"工作坑开挖、回填、钢筋砼井底部、钢筋砼井壁4面、钢筋砼盖板"]
[null,null,"接收坑支撑设备安拆及平台安拆"]
[null,null,"基础封底砼等级为C20,基础及四周井壁砼等级为C30"]
[null,null,"详细做法见施工图"]
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[null,null,"土壤类别：三类土"]
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[null,null,"水泥浆包裹砼管外壁"]
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[null,null,"管道检验及试验要求：满足设计要求"]
["17","040504001001","圆形砖砌污水检查井 1000 H=3500","座","19"]
[null,null,"配安全防坠网,详国标06MS201-3/P20"]
["18","040504001002","圆形砖砌污水检查井 1500 H=3500","座","1"]
[null,null,"配安全防坠网,详国标06MS201-3/P27"]
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[{"$nulls":5},"综合单价","合 价","其中："]
[{"$nulls":7},"暂估价"]
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[]
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[null,null,"单价措施项目"]
[null,"041101","脚手架工程"]
[null,"041102","支架"]
[null,"041103","围堰"]
[null,"041104","便道及便桥"]
[null,"041105","洞内临时设施"]
[null,"041106","大型机械、设备进出场及安拆、使用"]
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[null,"041107","施工排水、降水"]
[null,"041108","其他工程"]
[null,null,"     合    计"]
[null,null,"     ∑人工费"]
[null,null,"     ∑材料费"]
[null,null,"     ∑机械费"]
[null,null,"     ∑管理费"]
[null,null,"     ∑利  润"]
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["1","桂041201001001","安全文明施工费","∑分部分项、单价措施(人工费+机械费)"]
["2","桂041201002001","检验试验配合费"]
["3","桂041201003001","雨季施工增加费"]
["4","桂041201004001","工程定位复测费"]
[null,null,"      合     计"]
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["注：以项计算的总价措施，无“计算基础”和“费率”的数值，可只填“金额”数值，但应在备注栏说明施工方案出处或计算方式。"]
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[7,"中砂","",null,null,179.61]
[8,"碎石 5～20mm","",null,null,121.36]
[9,"砂石","",null,null,97.09]
[10,"页岩标准砖 240×115×53","千块",null,null,631.07]
[11,"周转圆木(支撑)","",null,null,{"v":752,"d":"752.00"}]
[12,"周转板枋材","",null,null,920.35]
[13,"周转枋材","",null,null,920.35]
[14,"沥青漆","kg",null,null,9.29]
[15,"水","",null,null,3.34]
[16,"胶合板模板 1830×915×18","㎡",null,null,28.32]
[17,"复合材料井盖(含井座)","套",null,null,{"v":276,"d":"276.00"}]
[18,"铸铁井盖DN700","套",null,null,538.94]
[19,"碎石 GD20  商品普通砼  C15","",null,null,{"v":406.8,"d":"406.80"}]
[20,"碎石 GD20  商品普通砼  C20","",null,null,417.48]
[21,"碎石 GD20  商品普通砼  C25","",null,null,427.18]
[22,"碎石 GD20  商品普通砼  C30","",null,null,436.89]
[23,"碎石 GD40  商品普通砼  C15","",null,null,{"v":406.8,"d":"406.80"}]
[24,"碎石 GD40  商品普通砼  C20","",null,null,417.48]
["注:1.此表由招标人填写除“投标单价”栏的内容，投标人在投标时自主确定投标单价。\r\n"]
["   2.招标人应优先采用工程造价管理机构发布的单价作为基础单价，未发布的，通过市场调查确定其基准单价。"]
[{"$nulls":9},"表-22"]
["承包人提供主要材料和工程设备一览表"]
["(适用于造价信息差额调整法)"]
["工程名称:广西交通职业技术学院昆仑校区北区污水管改造工程",{"$nulls":7},"编号:"]
["序号","名称、规格、型号","单位","数量","风险系数(%)","基准单价(元)","投标单价(元)","确认单价(元)","价差(元)","合计差价(元)"]
[25,"碎石 GD40  商品普通砼  C30","",null,null,436.89]
[26,"碎石 GD31.5 商品砼 δ4.5","",null,null,477.67]
[27,"机械台班人工费","元",null,null,{"v":1.3,"d":"1.30"}]
[28,"国V汽油 92#","kg",null,null,6.53]
[29,"轻柴油 0#","kg",null,null,5.34]
[30,"电","kW.h",null,null,0.59]
[31,"            合       计"]
{"$rows_empty":17}
["注:1.此表由招标人填写除“投标单价”栏的内容，投标人在投标时自主确定投标单价。\r\n"]
["   2.招标人应优先采用工程造价管理机构发布的单价作为基础单价，未发布的，通过市场调查确定其基准单价。"]
[{"$nulls":9},"表-22"]