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[{"$nulls":3},"数量",{"$nulls":4},1,2,3,4,5,6,7,8,9]
[{"$nulls":3},"左洞","右洞","备注","总",null,{"$error":"#REF!"},{"$error":"#REF!"},{"$error":"#REF!"},{"$error":"#REF!"},{"$error":"#REF!"},{"$error":"#REF!"},{"$error":"#REF!"},{"$error":"#REF!"},{"$error":"#REF!"}]
[{"$nulls":7},"左线长",{"$error":"#REF!"},{"$error":"#REF!"},{"$error":"#REF!"},{"$error":"#REF!"},{"$error":"#REF!"},{"$error":"#REF!"},{"$error":"#REF!"},{"$error":"#REF!"},{"$error":"#REF!"}]
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["十、洞口处理"]
["洞口段加固","φ70钢花管","m",{"$error":"#REF!"},{"$error":"#REF!"},{"$nulls":3},56]
[null,"水泥砂浆","m³",{"$error":"#REF!"},{"$error":"#REF!"},{"$nulls":3},13.19,null,8.48]
[null,"φ22钢筋","kg",{"$error":"#REF!"},{"$error":"#REF!"},{"$nulls":3},197]
[null,"φ42注浆小导管","m",{"$error":"#REF!"},{"$error":"#REF!"},{"$nulls":5},36]
[null,"开挖土方","m³",{"$error":"#REF!"},{"$error":"#REF!"},{"$nulls":6},12]
[null,"M5浆砌片石","m³",{"$error":"#REF!"},{"$error":"#REF!"},{"$nulls":6},12]
[null,"HPB235钢筋","kg",{"$error":"#REF!"},{"$error":"#REF!"},{"$nulls":4},41.34]
[null,"HRB335钢筋","kg",{"$error":"#REF!"},{"$error":"#REF!"},{"$nulls":4},449.41]
[null,"C30细石砼","m³",{"$error":"#REF!"},{"$error":"#REF!"},{"$nulls":4},0.69]

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["5.1 工程量清单表"]
["   省道303线映秀至卧龙公路恢复重建工程（调整）",{"$nulls":3},"YWH5-1标段"]
["清 单   第100章    总  则"]
["子目号  ","子 目 名 称","单位","数量","单价(元)","合价(元)"]
[]
["101-1","保险费",{"$nulls":6}," "]
["－a","建筑工程一切险(费率≥5‰）","总额",1,null,0]
["－b","第三方责任险","总额",1,null,0]
["102-1","工程管理软件费","总额",1,80000,80000]
["102-2","环保水保措施费（≥20万元人民币）","总额",1,null,0]
["102-3","正常保通费（≥20万元人民币）","总额",1,null,0]
["102-4","安全生产费（按招标限价公布的安全生产费填报）","总额",1,1060000,1060000]
["102-5","竣工文件编制费（≥20万元人民币）","总额",1,null,0]
["102-6","标准化施工费（≥60万元人民币）","总额",1,null,0]
["103-1","临时性便道及便桥修建、维护、拆除与恢复原貌","总额",1,null,0]
["103-2","临时工程用地租用及清理、恢复与还耕、还林","总额",1,null,0]
["103-3","临时供电设施","总额",1,null,0]
["104-1","承包人驻地建设(含工地标准化建设费）（≥40万元人民币）","总额",1,null,0]
{"$rows_empty":7}
["清单  第100章合计",{"$nulls":4},1140000]

{"sheet":"200章","index":2,"n_rows":109,"n_cols":7,"rows_kept":109,"merged":[[0,0,0,5],[1,0,1,3],[1,4,1,5],[2,0,2,5],[108,0,108,4]],"flags":["formulas_cached_only"]}
["5.1 工程量清单表"]
["   省道303线映秀至卧龙公路恢复重建工程（调整）",{"$nulls":3},"YWH5-1标段"]
["清单  第200章  路基"]
["子目号","子目名称","单位","数量","单价(元)","合价(元)"]
["202-1","清理与掘除"]
["202-1-a","施工场地清理(包含砍树、挖树根及竹根)","㎡",7871,null,0]
["202-1-e","耕植土保护","m³",213,null,0]
["202-2","挖除旧路面"]
["202-2-a","水泥混凝土路面","㎡","——"]
["202-2-b","沥青混凝土路面","㎡","——"]
["202-3","拆除结构物"]
["202-3-b","混凝土结构","m³","——"]
["202-3-c","砖、石及其他砌体结构","m³","——"]
["203-1","路基挖方(包括台阶开挖)",null,""]
["203-1-a","挖土方","m³",3150,null,0]
["203-1-b","挖石方","m³",779,null,0]
["203-1-c","挖除非适用材料（包括过湿土、土质路床及零填挖处理等）","m³",463,null,0]
["203-2","改路、改河、改渠挖方(含泥石流清方和其他工程)"]
["203-2-a","挖土方","m³","——"]
["203-2-b","挖石方","m³","——"]
["204-1","路基填筑（包括台阶开挖后的回填）"]
["204-1-a","回填一般填料","m³",1573,null,0]
["204-1-b","利用土方","m³",2937,null,0]
["204-1-c-1","利用石方","m³",779,null,0]
["204-1-c-2","利用隧道弃渣填方","m³",36718,null,0]
["204-1-d-1","借土填方","m³","——"]
["204-1-d-2","借石填方","m³","——"]
["204-1-e","单向土工格栅(抗拉强度≥80KN)","㎡",6588,null,0]
["204-2","改路、改河、改渠填筑(其他工程)",null,"——"]
["204-3","结构物台背填筑及回填、锥坡填筑"]
["204-3-a-1","填筑及回填砂砾石","m³",1225.6,null,0]
["204-3-a-2","填筑及回填碎砾石","m³",709,null,0]
["204-3-a-3","填筑及回填片漂石","m³",2546,null,0]
["205-1","软弱地基处理"]
["205-1-a","抛石挤淤","m³","——"]
["205-1-b","换填片碎石","m³",1600,null,0]
["205-1-i","翻挖压实","m³",2400,null,0]
["205-5","陡崖危岩落石岩堆治理"]
["205-5-a","柔性主动防护网","㎡","——"]
["205-5-b","柔性被动防护网","㎡","——"]
["205-5-c","清除危岩落石及清方","m³","——"]
["207-1","边沟、排水沟"]
["207-1-b","M7.5浆砌片石","m³",679.2,null,0]
["207-1-d","M7.5砌C20混凝土预制块","m³","——"]
["207-1-e","钢筋混凝土盖板","m³","——"]
["207-1-e-1","预制C25混凝土","m³","——"]
["207-1-e-2","HPB300钢筋（Ⅰ级）","kg","——"]
["207-1-e-3","HRB400带肋钢筋（Ⅱ级）","kg","——"]
["207-1-f","防渗土工布","㎡","——"]
["207-1-j","渗水土工布","㎡","——"]
["207-2","截水沟"]
["207-2-a","M7.5浆砌片石","m³","——"]
["207-2-d","防渗土工布","㎡","——"]
["207-3","急流槽"]
["207-3-a","M7.5浆砌片石急流槽","m³","——"]
["207-4","沉砂池"]
["207-4-a","M7.5浆砌片石","m³","——"]
["207-8","涵洞上下游改沟、改渠铺砌"]
["207-8-a","M7.5浆砌片石","m³","——"]
["208-2","浆砌片（卵）石护坡"]
["208-2-a","M7.5浆砌片（卵）石拱形护坡"]
["208-2-a-1","M7.5浆砌片石拱形护坡","m³",483.9,null,0]
["208-2-a-2","M7.5浆砌标砖","m³",9,null,0]
["208-2-c","植草","㎡",1501,null,0]
["208-6","护肩及护脚"]
["208-6-b","M7.5浆砌片石","m³","——"]
["208-6-h","C15片石混凝土","m³",468,null,0]
["208-7","沿河及浸水淹没路基防护"]
["208-7-b","M10浆砌片石实体护坡","m³",476,null,0]
["209-1","挡土墙"]
["209-1-b","混凝土挡土墙"]
["209-1-b-4","现浇C20水下混凝土","m³",854.2,null,0]
["209-1-b-5","现浇C25混凝土(含防撞护栏立柱基座)","m³",478.1,null,0]
["209-1-b-6","C15片石混凝土墙身及基础","m³",5161.4,null,0,12159]
["209-1-b-7","C15片石砼(帮贴挡墙）","m³",1610.7,null,0]
["209-1-c-1","HPB300钢筋（Ⅰ级）","kg","——"]
["209-1-c-2","HRB400带肋钢筋（Ⅱ级）","kg",{"v":37943.6,"d":"37944"},null,0]
["209-1-d","Φ22mm普通锚杆","m","——"]
["209-1-f","Φ50mm软式透水管","m",1037,null,0]
["209-1-h","锥坡"]
["209-1-h-2","M7.5浆砌片石","m³","——"]
["209-2","拦石墙","m³","——"]
["209-2-a","C15片石混凝土","m³","——"]
["209-2-b","镀锌钢丝网箱","m³","——"]
["213-2","锚杆"]
["213-2-a","Φ32mm普通锚杆","m",888,null,0]
["215-1","改移河道"]
["215-1-a","M10浆砌片石","m³","——"]
["215-1-b","C15片石混凝土","m³","——"]
["215-2","河道护岸及锥坡"]
["215-2-a","M10浆砌片石","m³","——"]
["215-2-b","C15片石混凝土","m³","——"]
["215-3","丁坝、顺坝及调治坝"]
["215-3-a","M10浆砌片石","m³","——"]
["215-3-b","C15片石混凝土","m³","——"]
["215-5","导流堤护岸、排导槽及拦挡坝"]
["215-5-a","M10浆砌片石","m³","——"]
["215-5-b","C15片石混凝土","m³","——"]
["215-5-c","清方","m³","——"]
["215-5-d","清理河道","m³","——"]
["216-1","取、弃土场边坡防护及排水"]
["216-1-a","M7.5浆砌片石排水","m³",217.8,null,0]
["216-1-b","C15片石混凝土","m³",1702.8,null,0]
["216-1-c","铅丝石笼","m³","——"]
["216-1-d","干砌片石防护","m³","——"]
["216-1-e","砂砾石渗沟","m³","——"]
["216-1-f","Ф500mm带孔波纹管","m","——"]
["216-1-g","绿化面积","m2",20605,null,0]
["清单  第200章合计",{"$nulls":4},0]

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["5.1 工程量清单表"]
["省道303线映秀至卧龙公路恢复重建工程(调整)",{"$nulls":4},"YWH5-1标段"]
["清 单   第400章    桥 梁、涵 洞(2)"]
["细目号  ","细 目 名 称","单位","数量","单价(元)","合价(元)"]
[]
["419-1","钢筋混凝土圆管涵","m","——"]
["419-2","双孔钢筋混凝土圆管涵","m","——"]
["419-3","钢筋混凝土倒虹吸管","m","——"]
["420-1","钢筋混凝土盖板涵"]
["-a","1.5*1.0m","m",14.5,null,0]
["-b","1.5*1.5m","m",30.5,null,0]
["-c","3.0*2.0m","m",19,null,0]
["-d","4.0*3.5m","m",19.25,null,0]
["420-2","钢筋混凝土箱涵","m","——"]
["420-5","涵底基础换填"]
["-a","M10级砂浆砌片（卵）石","m3","——"]
["-b","干砌片石","m3","——"]
["-c","砂砾石","m3",1155,null,0]
["-d","片碎石","m3","——"]
["420-6","植筋"]
["-a","C30混凝土","m3","——"]
["-b","植筋胶","m3","——"]
["-c","HRB335","Kg","——"]
["-d","拆除圬工","m3","——"]
[]
[]
[]
[]
[]
[{"$nulls":3},""]
["清单  第400章  合计　  ",{"$nulls":4},0]

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["工 程 量 清 单"]
["省道303线映秀至卧龙公路恢复重建工程(调整) ",{"$nulls":4},"YWH5-1标段"]
["清 单   第500章    隧   道"]
["细目号  ","细 目 名 称","单位","数量","单价(元)","合价(元)"]
[]
["501-1","特长隧道(含斜井)控制网复测","总额","——"]
["502-1","洞口、明洞开挖",null,""]
["－a","土方","m3",500,null,0]
["－b","石方","m3",2532,null,0]
["－c","弃方超运","m3.km","——"]
["502-2","防水与排水",null,""]
["－a","M7.5浆砌片石水沟","m3",52,null,0]
["－b","C15混凝土","m3","——"]
["－c","C15片石混凝土","m3","——"]
["－d","C20混凝土","m3","——"]
["－e","M20水泥砂浆","m3","——"]
["－f","光圆钢筋(HPB235)","kg","——"]
["－g","带肋钢筋(HRB335)","kg","——"]
["－h","Ф42注浆导管","m","——"]
["－i","镀锌钢管(G100×５)","m","——"]
["－j","无纺布","m2","——"]
["－k","φ80塑料乱丝盲沟管材","m",242,null,0]
["－l","φ80PVC管","m","——"]
["－m","Ф300PVC排水管","m","——"]
["－n","φ100HDPE单壁波纹管","m","——"]
["－o","M10浆砌块石","m3","——"]
["－p","三油两毡","m2","——"]
["－q","φ100PVC管","m",30,null,0]
["－r","φ300HDPE双壁波纹管","m","——"]
["502-3","洞口坡面防护",null,""]
["－a","M7.5 浆砌片石","m3","——"]
["－b","M10浆砌片石","m³","——"]
["－c","C20喷混凝土","m3",64,null,0]
["－d","C20片石混凝土挡墙","m3","——"]
["－e","M30水泥砂浆","m3","——"]
["－f","φ22砂浆锚杆","m",1619,null,0]
["－g","φ42注浆小导管（壁厚4mm）","m","——"]
["－h","光圆钢筋(HPB235)网","kg","——"]
["－i","清除危石","m3",200,null,0]
["－j","主动防护网","m2",1500,null,0]
["－k","被动防护网","m2",630,null,0]
["－l","C20混凝土侧墙","m3","——"]
["－m","带肋钢筋(HRB335)","kg","——"]
["－n","砂砾石墙背回填","m3","——"]
["－o","M7.5浆砌块石护坡","m3","——"]
["－p","泵送C20砼","m3","——"]
["－q","光圆钢筋(HPB300)网","kg",1686,null,0]
["－r","6φs15.2mm钢绞线","m",1100,null,0]
["－s","C25钢筋砼垫墩","m³",22,null,0]
["－t","HRB400钢筋","kg",5581,null,0]
["－u","防水棚","m",60,null,0]
["502-4","洞门建筑",null,""]
["－a","C15混凝土","m3",40,null,0]
["－b","C20混凝土","m3",308,null,0]
["－c","C25混凝土","m3","——"]
["－d","C30混凝土","m3","——"]
["－e","M7.5浆砌片石挡块","m3","——"]
["－f","M10浆砌粗料石","m3","——"]
["－g","光圆钢筋(HPB235)","kg","——"]
["－h","带肋钢筋(HRB335)","kg","——"]
["－i","瓷砖镶面","m2","——"]
["－j","大理石贴面","m2","——"]
["－k","大理石铭牌","m2",26,null,0]
["－l","文化石镶面","m2",222,null,0]
["－m","砂垫层","m3","——"]
["－n","无纺土工布","m2","——"]
["－o","φ100HDPE双壁打孔波纹管","m","——"]
["－p","M7.5砂浆工艺片石","m2","——"]
["－q","油漆","升","——"]
["－r","带肋钢筋(HRB400)","kg",1145,null,0]
["502-5","明洞衬砌",null,""]
["－a","C20混凝土","m3",1538,null,0]
["－b","C25防水混凝土","m3",228,null,0]
["－c","光圆钢筋（HPB235）","kg","——"]
["－d","带肋钢筋（HRB335）","kg","——"]
["－e","C15砼回填","m3","——"]
["－f","C30混凝土","m3","——"]
["－g","泄水孔","处","——"]
["－h","回填片碎石","m3","——"]
["－i","C30砼","m3","——"]
["－j","桩基（d=1.5m,冲孔桩）","m","——"]
["－k","高强土工格栅","m2","——"]
["－l","φ32锚杆","m","——"]
["－m","镀锌钢丝网装片碎石护坦","m3","——"]
["－n","原路基挡墙拆除","m3","——"]
["－o","碎石盲沟","m3","——"]
["－p","C15砼(基础)","m3","——"]
["－q","C30小石子砼","m3","——"]
["－r","I20b工字钢","kg","——"]
["－s","其他钢材","kg","——"]
["－t","钢楼梯（T4B07a45型）","m","——"]
["－u","Ф300钻孔","m","——"]
["－v","光圆钢筋（HPB300）","kg",6227,null,0]
["－w","带肋钢筋（HRB400）","kg",21285,null,0]
["502-6","遮光棚（板）",null,""]
["－a","C35混凝土","m3","——"]
["－b","C25混凝土","m3","——"]
["－c","M10浆砌片石","m3","——"]
["－d","光圆钢筋（HPB235）","kg","——"]
["－e","带肋钢筋（HRB335）","kg","——"]
["－f","φ80PVC管","m","——"]
["502-7","洞顶回填",null,""]
["－a","土石","m3",451,null,0]
["－b","粘土","m3",94,null,0]
["－c","M5浆砌片石","m3",157,null,0]
["－d","耕植土","m3","——"]
["－e","M7.5浆砌片石","m3","——"]
["－f","水泥混合土","m3","——"]
["－g","C30混凝土","m3","——"]
["－h","C15片石砼","m3","——"]
["502-8","洞口地表和地基处理",null,""]
["－a","φ70注浆钢花管（壁厚4mm）","m","——"]
["－b","φ159热轧钢花管(壁厚6mm)","m","——"]
["－c","M30水泥砂浆","m3","——"]
["－d","纯水泥浆（水灰比0.6～0.8:1）","m3",178,null,0]
["－e","C15片石混凝土","m3","——"]
["－f","碎石换填基础","m3","——"]
["－g","C25混凝土","m3","——"]
["－h","光圆钢筋（HPB235）","kg","——"]
["－i","带肋钢筋（HRB335）","kg","——"]
["－j","φ42注浆小导管","m",890,null,0]
["－k","M5浆砌片石","m3","——"]
["－l","C30细石混凝土","m3","——"]
["－m","C25细骨料混凝土","m3","——"]
["－n","C20喷混凝土","m3","——"]
["－o","C15混凝土换填","m3",911,null,0]
["－p","Φ108注浆钢花管及钻孔","m","——"]
["－q","注浆水玻璃（35Be'）","m3","——"]
["－r","注浆水泥","t","——"]
["503-1","洞身开挖",null,""]
["－a","石方","m³",146300,null,0]
["－b","弃方超运","m³.km","——"]
["503-2","超前支护",null,""]
["－a","锚杆（φ22药包锚杆）","m",33944,null,0]
["－b","锚杆（φ25药包锚杆）","m","——"]
["－c","φ27自进式锚杆","m","——"]
["－d","管棚（φ108 mm，壁厚6.0mm）","m","——"]
["－e","管棚（φ89 mm，壁厚5.0mm）","m","——"]
["－f","注浆小导管（φ42mm，壁厚4mm）","m",28375,null,0]
["－g","φ51自进式锚杆","m","——"]
["503-3","锚喷支护",null,""]
["－a","C25喷射钢纤维混凝土","m3","——"]
["－b","C20喷射混凝土","m3",7587,null,0]
["－c","C20混凝土","m3",153,null,0]
["－d","中空注浆锚杆（φ32）","m","——"]
["－e","中空注浆锚杆（φ25）","m","——"]
["－f","普通砂浆锚杆（φ22）","m","——"]
["－g","自进式锚杆（φ27）","m","——"]
["－h","药卷锚杆（φ22）","m",57125,null,0]
["－i","钢筋网（HPB235）","kg","——"]
["－j","注浆小导管（φ42mm，壁厚4mm）","m","——"]
["－k","纯水泥浆（水灰比0.6～0.8）","m3","——"]
["－l","C25泵送混凝土","m3","——"]
["－m","喷砂回填","m3","——"]
["－n","钢筋网（HPB300）","kg",83866,null,0]
["503-4","木材","m3","——"]
["503-5","钢架支护",null,""]
["－a","工字钢","kg",528612,null,0]
["－b","光圆钢筋（HPB235）","kg","——"]
["－c","带肋钢筋（HRB335）","kg","——"]
["－d","钢架锁脚锚杆（φ25药包锚杆）","m",21764,null,0]
["－e","钢架锁脚锚杆（φ22药包锚杆）","m","——"]
["－f","型钢","kg","——"]
["－g","其它钢材","kg","——"]
["－h","光圆钢筋（HPB300）","kg",68715,null,0]
["－i","带肋钢筋（HRB400）","kg",362702,null,0]
["503-6","施工支护",null,""]
["－a","C20 喷射混凝土","m3","——"]
["－b","药卷锚杆（φ22）","m","——"]
["－c","光圆钢筋（HPB235）","kg","——"]
["－d","带肋钢筋（HRB335）","kg","——"]
["－e","工字钢","kg","——"]
["－f","M5  浆砌片石","m3","——"]
["－g","M7.5  浆砌片石","m3","——"]
["－h","干砌片石","m3","——"]
["－i","C15片石混凝土","m3","——"]
["－j","C25混凝土","m3","——"]
["－k","C20混凝土","m3","——"]
["－l","C15混凝土","m3","——"]
["－m","C20细石砼","m3","——"]
["－n","C10片石混凝土","m3","——"]
["－o","C20砼地表改沟铺砌","m3","——"]
["－p","MU30块石地表改沟铺砌","m3","——"]
["－q","φ110钻孔","m","——"]
["－r","φ46钻孔","m","——"]
["－s","φ54孔口管","m","——"]
["－t","φ127孔口管","m","——"]
["－u","注浆水玻璃（35Be'，预注浆）","m3","——"]
["－v","注浆水泥（预注浆）","t","——"]
["－w","注浆水玻璃（35Be'，后注浆）","m3","——"]
["－x","注浆水泥（后注浆）","t","——"]
["－y","φ22砂浆锚杆","m","——"]
["－z","φ25中空注浆锚杆","m","——"]
["504-1","洞身衬砌",null,""]
["－a","C20防水混凝土","m3","——"]
["－b","C25防水混凝土","m3",13601,null,0]
["－c","C30防水混凝土","m3","——"]
["－d","光圆钢筋（HPB235）","kg","——"]
["－e","带肋钢筋（HRB335）","kg","——"]
["－f","光圆钢筋（HPB300）","kg",119857,null,0]
["－g","带肋钢筋（HRB400）","kg",303095,null,0]
["504-2","….级仰拱、铺底混凝土",null,""]
["－a","C25仰拱防水混凝土","m3",7737,null,0]
["－b","C30仰拱防水混凝土","m3","——"]
["－c","C15混凝土仰拱回填","m3",7979,null,0]
["－d","C15混凝土铺底、整平","m3","——"]
["－e","C10混凝土铺底","m3","——"]
["－f","C25混凝土铺底","m3","——"]
["504-3","….级边沟、电缆沟混凝土",null,""]
["－a","现浇C25混凝土","m³",1070,null,0]
["－b","现浇C30混凝土","m³","——"]
["－c","预制C25混凝土","m³",404,null,0]
["－d","预制C30混凝土","m³","——"]
["－e","C20混凝土","m³","——"]
["－f","C15混凝土","m³","——"]
["－g","光圆钢筋（HPB235）","kg","——"]
["－h","带肋钢筋（HRB335）","kg","——"]
["－i","其它钢材","kg",3338,null,0]
["－j","光圆钢筋（HPB300）","kg",50023,null,0]
["－k","带肋钢筋（HRB400）","kg",87869,null,0]
["504-4","洞门",null,""]
["－a","车行横通道门","个","——"]
["－b","人行横通道门","个","——"]
["504-5","洞内路面",null,""]
["－a","水泥混凝土下面层（厚24cm）","m2",12896,null,0]
["－b","水泥混凝土基层（均厚18cm）","m2",12896,null,0]
["－c","水泥混凝土整平层（厚10cm）","m2","——"]
["－d","水泥混凝土下面层（厚22cm）","m2","——"]
["－e","水泥混凝土面层（厚18cm）","m2","——"]
["－f","光圆钢筋（HPB235）","kg","——"]
["－g","带肋钢筋（HRB335）","kg","——"]
["－h","水泥混凝土面层（厚20cm）","m2","——"]
["－i","光圆钢筋（HPB300）","kg",31558,null,0]
["－j","带肋钢筋（HRB400）","kg",4022,null,0]
["504-6","预埋件",null,""]
["－a","可挠金属管（LV-5/50#）","m",786.5,null,0]
["－b","可挠金属管（LV-5/63#）","m",254.4,null,0]
["－c","可挠金属管（LV-5/83#）","m",86.4,null,0]
["－d","HPB300钢筋","kg",2170.8,null,0]
["－e","HRB400钢筋","kg",8519.5,null,0]
["－f","其它钢材(钢板、槽钢等)","kg",6986.6,null,0]
["－g","螺栓、螺母（M20×65）","套",864,null,0]
["－h","洞身开挖","m3",173.5,null,0]
["－i","模筑混凝土(C25)","m3",116.4,null,0]
["－j","喷混凝土(C20)","m3",25.6,null,0]
["－k","超挖回填混凝土(C25)","m3",69.1,null,0]
["－l","防水层","m2",169,null,0]
["－m","镀锌钢管(G100×4)","m",1400,null,0]
["－n","钢质底盒(20×20×18cm，含螺栓、盒盖等)","m",166,null,0]
["－o","镀锌焊接钢管(DN150×5.5，压力1.6MPa)","m",30,null,0]
["－p","90°弯头 (DN150，压力1.6MPa)","m",2,null,0]
["－q","镀锌扁钢(40×4)","m","——"]
["－r","低电阻接地模块(ZGD-I-3)","个","——"]
["－s","电缆沟 (60×60cm内空)","m","——"]
["－t","电缆沟 (40×40cm内空)","m","——"]
["－u","电缆沟盖板(40×74×8cm)","块","——"]
["－v","电缆沟盖板(40×54×8cm)","块","——"]
["－w","手孔(40×40×40cm内空)","个","——"]
["－x","手孔盖板(54×54×8cm)","块","——"]
["－y","人孔井","座",4,null,0]
["－z","阀门井","座",2,null,0]
["－aa","穿螺旋缝钢套管φ325","m",25,null,0]
["－ab","镀锌钢管(DN150×4.5)","m",25,null,0]
["505-1","防水与排水",null,""]
["－a","EVA防水板（厚1.2mm）","m2",36745,null,0]
["－b","无纺布（300g/m2）","m2",40991,null,0]
["－c","中埋式止水带","m",864,null,0]
["－d","背贴式止水带","m","——"]
["－e","带注浆管遇水膨胀止水条","m",8226,null,0]
["－f","MF20塑料乱丝盲沟","m",1266,null,0]
["－g","高抗冲聚苯乙烯排水板","m2","——"]
["－h","排水管（φ50HDPE单壁打孔波纹管）","m",3797,null,0]
["－i","排水管（φ50HDPE单壁无孔波纹管）","m",759,null,0]
["－j","排水管（φ100HDPE单壁打孔波纹管）","m",3179,null,0]
["－k","排水管（φ100HDPE单壁无孔波纹管）","m",1582,null,0]
["－l","68×48cm铸铁蓖","块","——"]
["－m","83-4型井盖及井座（QC－20）","套",16,null,0]
["－n","φ200镀锌热轧无缝钢管","kg","——"]
["－o","单面自粘EVA防水板（厚1.5mm）","m2","——"]
["－p","φ200PVC管","m","——"]
["－q","φ80PVC管","m","——"]
["－r","碎石回填","m3","——"]
["－s","φ110钻孔","m","——"]
["－t","φ46钻孔","m",4152,null,0]
["－u","注浆水玻璃（35Be'，预注浆）","m³","——"]
["－v","注浆水泥（预注浆）","t","——"]
["－w","注浆水玻璃（35Be'，后注浆）","m³",211,null,0]
["－x","注浆水泥（后注浆）","t",380,null,0]
["－y","C25砼","m3","——"]
["－z","注浆水泥（隧底注浆）","t","——"]
["－aa","注浆水玻璃（隧底注浆）","m³","——"]
["－ab","φ108钢花管及钻孔","m","——"]
["－ac","纯水泥浆（W/C=0.8）","m3","——"]
["－ad","φ83热轧无缝钢管","m",16,null,0]
["506-1","洞内防火涂料",null,""]
["506-2","洞内装饰工程",null,""]
["－a","镶贴瓷砖","m2",9620,null,0]
["－b","喷涂反光漆","m2","——"]
["－c","螺栓、螺母（M6×80）","套",35959,null,0]
["508-1","监控量测",null,""]
["－a","必测项目（暂估价）","总额","——",null,300000]
["－b","选测项目（暂估价）","总额","——",null,200000]
["509-1","超前地质预报",null,""]
["－a","超前地质预报（暂估价）","总额","——",null,400000]
[]
["　清单  第500章合计",{"$nulls":4},900000]

{"sheet":"计日工表 ","index":5,"n_rows":21,"n_cols":6,"rows_kept":21,"merged":[[0,0,0,3],[20,0,20,4]],"flags":["formulas_cached_only"]}
["5.2  计日工表"]
["  省道303线映秀至卧龙公路恢复重建工程（调整）                       YWH5-1标段"]
["子 目 号","子 目 名 称","单 位","单价（元）","数量","合价"]
["105-1","计日工劳务"]
["-a","普通工","工日",81.92,100,8192]
["-b","其他技工","工日",81.92,100,8192]
["-c","班长","工日",81.92,100,8192]
["105-2","计日工材料",{"$nulls":3},0]
["-a","水泥","t",362,10,3620]
["-b","钢筋","t",3312.3,8,26498]
["-c","碎石","m3",85,1000,85000]
["-d","片石","m3",55,1000,55000]
["105-3","计日工施工机械",{"$nulls":3},0]
["-a","装载机","工日",950.25,30,28508]
["-b","推土机","工日",903.33,30,27100]
["-c","挖掘机（≥1m3）","工日",1649.79,30,49494]
["-d","压路机（18t以上）","工日",688.22,20,13764]
["-e","翻斗车（8t以上）","工日",269.74,35,9441]
["-f","洒水车（6000L）","工日",628.97,10,6290]
[]
["清单  计日工合计　",{"$nulls":4},329291]

{"sheet":"暂定金汇总表","index":6,"n_rows":16,"n_cols":4,"rows_kept":16,"merged":[[1,0,1,3],[3,0,3,2],[13,0,13,2]],"flags":["formulas_cached_only"]}
[]
["5.3 专项暂估价汇总表(注1)"]
[]
["省道303线映秀至卧龙公路恢复重建工程(调整）",null,null,"YWH5-1标段"]
["清单章次","细目号","名称","估计金额(元)"]
[400,"401-1","桥梁梁板检测（暂估价）","——"]
[null,"401-4","桩基超声波无损检测（暂估价）","——"]
[500,"508-1-a","监控量测必测项目（暂估价）",300000]
[null,"508-1－b","监控量测选测项目（暂估价）",200000]
[null,"509-1－a","超前地质预报（暂估价）",400000]
[]
[]
[]
["暂估价合计",null,null,900000]
["注1：表列各项专项暂估价，应已在工程量清单相关章、目中以专项暂估价名义列出，"]
["     以转入工程量清单汇总表中，仅在此表中摘出予以汇总。"]

{"sheet":"投标报价汇总表","index":7,"n_rows":14,"n_cols":4,"rows_kept":14,"merged":[[1,0,1,3],[2,0,2,3],[8,1,8,2],[9,1,9,2],[10,1,10,2],[11,1,11,2],[12,1,12,2],[13,1,13,2],[16,0,16,3]],"flags":["formulas_cached_only"]}
[]
["5.4 投标报价汇总表"]
[" 省道303线映秀至卧龙公路恢复重建工程（调整）                    YWH5-1标段"]
["序号","清 单 章 次","科目名称","金额（元）"]
[1,100,"总则",1140000]
[2,200,"路基",0]
[3,400,"桥梁、涵洞(2)",0]
[4,500,"隧道",900000]
[5,"第100章至500章清单合计（1+2+3+4）",null,2040000]
[6,"已包含在清单合计中的专项暂估价合计",null,900000]
[7,"清单合计减去专项暂估价合计（即5-6=7）",null,1140000]
[8,"计日工合计",null,329291]
[9,"暂定金额（即7*3%=9）",null,34200]
[10,"投标报价（5+8+9=10）",null,2403491]