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[]
["省道S222线梅州梅县横町奇至鹧鸪段灾毁恢复重建工程"]
[]
["工程量清单"]
[]
[]
[]
[]
[]
[]
[null,"最高投标限价（元）：",11838145]
[]
[null,"下浮率\n（请在此输入）：",{"v":0,"d":"0.00"},null,"%"]
[]
[null,"投标总报价（元）：",{"$f":"汇总!G14","v":11838145}]
{"$rows_empty":8}
[null,"说明：投标人只需在下浮率空白单元格中\n填入两位小数点的数值即可。"]
[]
["工程量清单预算表-一级子目工程量清单表"]
["建设项目名称:省道S222线梅州梅县横町奇至鹧鸪段灾毁恢复重建工程",null,null,"合同段:"]
["编制范围: 省道S222线梅州梅县横町奇至鹧鸪段灾毁恢复重建工程",null,null,"第 1 页","共 7 页",null,null,"招预 3-3 表"]
["100章  总则"]
["清单子目编码","清单子目名称","单位","数量","单价(元)","下浮率\n（%）","下浮后单价\n(元)","合价(元)"]
["101-1","保险费","总额",{"v":1,"d":"1.000"},{"v":45575,"d":"45575.00"},{"$f":"--$C$13","v":{"v":0,"d":"0.00"}},{"$f":"ROUND(E31*(100-F31),2)/100","v":{"v":45575,"d":"45575.00"}},{"$f":"ROUND(G31*D31,0)","v":45575}]
["1010201","临时保通道路","总额",{"v":1,"d":"1.000"},{"v":48807,"d":"48807.00"},{"v":0,"d":"0.00"},{"v":48807,"d":"48807.00"},48807]
["11001","施工场地建设费","总额",{"v":1,"d":"1.000"},{"v":485197,"d":"485197.00"},{"v":0,"d":"0.00"},{"v":485197,"d":"485197.00"},485197]
["11002","安全生产费","总额",{"v":1,"d":"1.000"},{"v":168381,"d":"168381.00"},null,{"v":168381,"d":"168381.00"},168381]
["401","基本预备费","总额",{"v":1,"d":"1.000"},{"v":398783,"d":"398783.00"},{"v":0,"d":"0.00"},{"v":398783,"d":"398783.00"},398783]
{"$rows_empty":34}
[null,"100 章  小计",null,{"$f":"SUM(H31:H69)","v":1146743}]
["编制: ",null,"复核:"]
[]
["工程量清单预算表-一级子目工程量清单表"]
["建设项目名称:省道S222线梅州梅县横町奇至鹧鸪段灾毁恢复重建工程",null,null,"合同段:"]
["编制范围: 省道S222线梅州梅县横町奇至鹧鸪段灾毁恢复重建工程",null,null,"第 2 页","共 7 页",null,null,"招预 3-3 表"]
["第200章  路基工程"]
["清单子目编码","清单子目名称","单位","数量","单价(元)","下浮率\n（%）","下浮后单价\n(元)","合价(元)"]
["202-1","清理与掘除"]
["202-1-1","清理现场","m2",{"v":1219,"d":"1219.000"},1.21,{"$f":"--$C$13","v":{"v":0,"d":"0.00"}},{"$f":"ROUND(E79*(100-F79),2)/100","v":1.21},{"$f":"ROUND(G79*D79,0)","v":1475}]
["202-1-2","砍伐树木","棵",{"v":251,"d":"251.000"},70.48,{"$f":"--$C$13","v":{"v":0,"d":"0.00"}},{"$f":"ROUND(E80*(100-F80),2)/100","v":70.48},{"$f":"ROUND(G80*D80,0)","v":17690}]
["202-2","挖除旧路面"]
["202-2-1","挖除水泥混凝土路面","m3",{"v":168.6,"d":"168.600"},128.08,{"v":0,"d":"0.00"},128.08,21594]
["202-2-2","挖除沥青混凝土路面","m3",{"v":42,"d":"42.000"},88.38,{"v":0,"d":"0.00"},88.38,3712]
["202-2-4","挖除各类稳定土基层","m3",{"v":137.8,"d":"137.800"},41.87,{"v":0,"d":"0.00"},{"$f":"ROUND(E84*(100-F84),2)/100","v":41.87},{"$f":"ROUND(G84*D84,0)","v":5770}]
["202-3","拆除结构物"]
["202-3-3","拆除砖、石及其他砌体结构","m3",{"v":221.5,"d":"221.500"},56.28,{"$f":"--$C$13","v":{"v":0,"d":"0.00"}},56.28,12466]
["202-3-6","拆除波形护栏","根",{"v":12,"d":"12.000"},62.83,{"v":0,"d":"0.00"},62.83,754]
["203-1","路基挖方"]
["203-1-1","挖土方","m3",{"v":33781.2,"d":"33781.200"},{"v":8.5,"d":"8.50"},{"v":0,"d":"0.00"},{"v":8.5,"d":"8.50"},287140]
["203-1-2","挖石方","m3",{"v":6859,"d":"6859.000"},11.16,{"v":0,"d":"0.00"},11.16,76546]
["204-1","路基填筑"]
["204-1-2","利用土方","m3",{"v":22223,"d":"22223.000"},4.85,{"$f":"--$C$13","v":{"v":0,"d":"0.00"}},{"$f":"ROUND(E92*(100-F92),2)/100","v":4.85},{"$f":"ROUND(G92*D92,0)","v":107782}]
["204-1-3","利用石方","m3",{"v":5556,"d":"5556.000"},6.76,{"v":0,"d":"0.00"},6.76,37559]
["204-1-5","借土填方","m3",{"v":12783,"d":"12783.000"},19.97,{"v":0,"d":"0.00"},19.97,255277]
["204-1-7","结构物台背回填"]
["204-1-7-3","回填砂砾","m3",{"v":2500,"d":"2500.000"},89.32,{"$f":"--$C$13","v":{"v":0,"d":"0.00"}},{"$f":"ROUND(E96*(100-F96),2)/100","v":89.32},{"$f":"ROUND(G96*D96,0)","v":223300}]
["205-1","软土地基处理"]
["205-1-22","钢板桩防护（SP-IV型拉森钢板桩）","kg",{"v":79905,"d":"79905.000"},{"v":2.1,"d":"2.10"},{"v":0,"d":"0.00"},{"v":2.1,"d":"2.10"},167801]
["207-1","边沟"]
["207-1-5","现浇混凝土边沟"]
["207-1-5-4","C20现浇混凝土","m3",{"v":281.7,"d":"281.700"},{"v":583,"d":"583.00"},{"v":0,"d":"0.00"},{"v":583,"d":"583.00"},164231]
["207-3","截水沟"]
["207-3-3","混凝土预制块截水沟"]
["207-3-3-4","C20混凝土预制块","m3",{"v":98,"d":"98.000"},{"v":911,"d":"911.00"},{"$f":"--$C$13","v":{"v":0,"d":"0.00"}},{"$f":"ROUND(E104*(100-F104),2)/100","v":{"v":911,"d":"911.00"}},{"$f":"ROUND(G104*D104,0)","v":89278}]
["207-3-4","现浇混凝土截水沟"]
["207-3-4-4","C20现浇混凝土","m3",{"v":178.4,"d":"178.400"},671.28,{"v":0,"d":"0.00"},671.28,119756]
["207-4","急流槽或跌水"]
["207-4-4","现浇混凝土急流槽"]
["207-4-4-4","C20现浇混凝土","m3",{"v":252.4,"d":"252.400"},633.62,{"v":0,"d":"0.00"},633.62,159926]
["207-4-5","检查踏步"]
["207-4-5-4","C20预制混凝土","m3",{"v":17.1,"d":"17.100"},{"v":1033.8,"d":"1033.80"},{"$f":"--$C$13","v":{"v":0,"d":"0.00"}},{"$f":"ROUND(E111*(100-F111),2)/100","v":{"v":1033.8,"d":"1033.80"}},{"$f":"ROUND(G111*D111,0)","v":17678}]
["207-4-6","踏步护手"]
["207-4-6-1","现浇踏步护手","m",{"v":344.4,"d":"344.400"},73.76,{"v":0,"d":"0.00"},73.76,25403]
["208-1","植物护坡"]
["208-1-2","三维植被网护坡","m2",{"v":3567.8,"d":"3567.800"},41.51,{"v":0,"d":"0.00"},41.51,148099]
["208-1-3","喷播草灌护坡","m2",{"v":3302.5,"d":"3302.500"},13.69,{"v":0,"d":"0.00"},13.69,45211]
["208-1-7","主动防护网","m2",{"v":8201.3,"d":"8201.300"},116.41,{"v":0,"d":"0.00"},116.41,954713]
["编制: ",null,"复核: "]
[]
["工程量清单预算表-一级子目工程量清单表"]
["建设项目名称:省道S222线梅州梅县横町奇至鹧鸪段灾毁恢复重建工程",null,null,"合同段:"]
["编制范围: 省道S222线梅州梅县横町奇至鹧鸪段灾毁恢复重建工程",null,null,"第 3 页","共 7 页",null,null,"招预 3-3 表"]
["第200章  路基工程"]
["清单子目编码","清单子目名称","单位","数量","单价(元)","下浮率\n（%）","下浮后单价\n(元)","合价(元)"]
["208-3","浆砌片石护坡"]
["208-3-3","实体式浆砌片石护坡","m3",{"v":2260.8,"d":"2260.800"},360.62,{"$f":"--$C$13","v":{"v":0,"d":"0.00"}},{"$f":"ROUND(E126*(100-F126),2)/100","v":360.62},{"$f":"ROUND(G126*D126,0)","v":815290}]
["208-4","混凝土护坡"]
["208-4-3","C20混凝土护坡","m3",{"v":37.5,"d":"37.500"},947.68,{"$f":"--$C$13","v":{"v":0,"d":"0.00"}},{"$f":"ROUND(E128*(100-F128),2)/100","v":947.68},{"$f":"ROUND(G128*D128,0)","v":35538}]
["208-4-4","C25混凝土护坡","m3",{"v":37.9,"d":"37.900"},715.62,{"$f":"--$C$13","v":{"v":0,"d":"0.00"}},{"$f":"ROUND(E129*(100-F129),2)/100","v":715.62},{"$f":"ROUND(G129*D129,0)","v":27122}]
["208-5","护面墙"]
["208-5-2","现浇混凝土护面"]
["208-5-2-3","C20混凝土护面","m3",{"v":181.8,"d":"181.800"},550.54,{"$f":"--$C$13","v":{"v":0,"d":"0.00"}},{"$f":"ROUND(E132*(100-F132),2)/100","v":550.54},{"$f":"ROUND(G132*D132,0)","v":100088}]
["209","挡土墙"]
["209-3","混凝土挡土墙"]
["209-3-1","挡墙混凝土"]
["209-3-1-4","C25片石混凝土基础","m3",{"v":33,"d":"33.000"},541.58,{"v":0,"d":"0.00"},541.58,17872]
["209-3-1-6","C20混凝土护脚","m3",{"v":43.4,"d":"43.400"},636.13,{"v":0,"d":"0.00"},636.13,27608]
["209-3-1-7","C25混凝土挡土墙","m3",{"v":4703.6,"d":"4703.600"},748.66,{"v":0,"d":"0.00"},748.66,3521397]
["213-1","预应力锚索"]
["213-1-1","普通预应力钢绞线"]
["213-1-1-2","4孔","m",{"v":3033,"d":"3033.000"},314.62,{"$f":"--$C$13","v":{"v":0,"d":"0.00"}},{"$f":"ROUND(E141*(100-F141),2)/100","v":314.62},{"$f":"ROUND(G141*D141,0)","v":954242}]
["213-1-4","墩锚"]
["213-1-4-1","C20混凝土垫层","m3",{"v":8.2,"d":"8.200"},450.37,{"$f":"--$C$13","v":{"v":0,"d":"0.00"}},{"$f":"ROUND(E143*(100-F143),2)/100","v":450.37},{"$f":"ROUND(G143*D143,0)","v":3693}]
["213-1-4-2","C35混凝土","m3",{"v":38.5,"d":"38.500"},978.23,{"v":0,"d":"0.00"},978.23,37662]
["213-3","锚杆"]
["213-3-1","普通钢筋锚杆"]
["213-3-1-1","砂浆锚杆","m",{"v":2240,"d":"2240.000"},173.07,{"v":0,"d":"0.00"},173.07,387677]
["213-4","C35框架梁混凝土","m3",{"v":223.2,"d":"223.200"},836.11,{"v":0,"d":"0.00"},836.11,186620]
["213-5","框架梁钢筋","kg",{"v":28707.2,"d":"28707.200"},{"v":5.5,"d":"5.50"},{"v":0,"d":"0.00"},{"v":5.5,"d":"5.50"},157890]
["218","其他防护"]
["218-1","斜孔排水","m",{"v":1400,"d":"1400.000"},169.18,{"$f":"--$C$13","v":{"v":0,"d":"0.00"}},{"$f":"ROUND(E151*(100-F151),2)/100","v":169.18},{"$f":"ROUND(G151*D151,0)","v":236852}]
{"$rows_empty":8}
[null,"200 章  小计",null,{"$f":"SUM(H123:H159)+SUM(H78:H117)","v":9452712}]
["编制: ",null,"复核: "]
[]
[]
["工程量清单预算表-一级子目工程量清单表"]
["建设项目名称:省道S222线梅州梅县横町奇至鹧鸪段灾毁恢复重建工程",null,null,"合同段:"]
["编制范围: 省道S222线梅州梅县横町奇至鹧鸪段灾毁恢复重建工程",null,null,"第 4 页","共 7 页",null,null,"招预 3-3 表"]
["第300章  路面工程"]
["清单子目编码","清单子目名称","单位","数量","单价(元)","下浮率\n（%）","下浮后单价\n(元)","合价(元)"]
["302-1","垫层"]
["302-1-1","碎石垫层","m3",{"v":169,"d":"169.000"},117.68,{"$f":"--$C$13","v":{"v":0,"d":"0.00"}},{"$f":"ROUND(E170*(100-F170),2)/100","v":117.68},{"$f":"ROUND(G170*D170,0)","v":19888}]
["304","水泥稳定土底基层、基层"]
["304-1","水泥稳定土底基层、基层"]
["304-1-2","4%含量水泥稳定碎石基层（厚18cm）","m2",392.222,33.26,{"$f":"--$C$13","v":{"v":0,"d":"0.00"}},{"$f":"ROUND(E173*(100-F173),2)/100","v":33.26},{"$f":"ROUND(G173*D173,0)","v":13045}]
["304-1-3","5%含量水泥稳定碎石基层(厚25cm)","m2",{"v":840,"d":"840.000"},47.12,{"v":0,"d":"0.00"},47.12,39581]
["308-2","黏层"]
["308-2-2","改性乳化沥青粘层","m2",{"v":700,"d":"700.000"},1.61,{"$f":"--$C$13","v":{"v":0,"d":"0.00"}},{"$f":"ROUND(E176*(100-F176),2)/100","v":1.61},{"$f":"ROUND(G176*D176,0)","v":1127}]
["310-2","封层"]
["310-2-1","沥青表处封层","m2",{"v":840,"d":"840.000"},7.27,{"v":0,"d":"0.00"},7.27,6107]
["311-1","细粒式改性沥青混合料"]
["311-1-4","厚35mm","m2",{"v":700,"d":"700.000"},52.97,{"v":0,"d":"0.00"},52.97,37079]
["311-2","中粒式改性沥青混合料"]
["311-2-4","厚40mm","m2",{"v":700,"d":"700.000"},56.95,{"$f":"--$C$13","v":{"v":0,"d":"0.00"}},{"$f":"ROUND(E182*(100-F182),2)/100","v":56.95},{"$f":"ROUND(G182*D182,0)","v":39865}]
["312-1","普通水泥混凝土面板"]
["312-1-2","厚200mm以内面板","m2",{"v":344,"d":"344.000"},93.06,{"v":0,"d":"0.00"},93.06,32013]
["313-1","培土路肩","m3",{"v":155.2,"d":"155.200"},45.34,{"v":0,"d":"0.00"},45.34,7037]
["316-5","路面灌缝","m",{"v":240,"d":"240.000"},6.86,{"v":0,"d":"0.00"},6.86,1646]
{"$rows_empty":19}
[null,"300 章  小计",null,{"$f":"SUM(H167:H205)","v":197388}]
["编制: ",null,"复核: "]
[]
["工程量清单预算表-一级子目工程量清单表"]
["建设项目名称:省道S222线梅州梅县横町奇至鹧鸪段灾毁恢复重建工程",null,null,"合同段:"]
["编制范围: 省道S222线梅州梅县横町奇至鹧鸪段灾毁恢复重建工程",null,null,"第 5 页","共 7 页",null,null,"招预 3-3 表"]
["第400章  桥梁、涵洞工程"]
["清单子目编码","清单子目名称","单位","数量","单价(元)","下浮率\n（%）","下浮后单价\n(元)","合价(元)"]
["422-2","涵洞基础垫层"]
["422-2-1","砂砾垫层","m3",{"v":175,"d":"175.000"},89.32,{"$f":"--$C$13","v":{"v":0,"d":"0.00"}},{"$f":"ROUND(E215*(100-F215),2)/100","v":89.32},{"$f":"ROUND(G215*D215,0)","v":15631}]
["422-3","涵管、涵身混凝土基础"]
["422-3-4","C30混凝土","m3",{"v":348,"d":"348.000"},631.91,{"$f":"--$C$13","v":{"v":0,"d":"0.00"}},{"$f":"ROUND(E217*(100-F217),2)/100","v":631.91},{"$f":"ROUND(G217*D217,0)","v":219905}]
["422-5","基础钢筋","kg",{"v":18550,"d":"18550.000"},4.69,{"v":0,"d":"0.00"},4.69,87000]
["422-10","盖板涵涵身"]
["422-10-1","混凝土涵身"]
["422-10-1-5","C30混凝土","m3",{"v":311.5,"d":"311.500"},867.88,{"$f":"--$C$13","v":{"v":0,"d":"0.00"}},{"$f":"ROUND(E221*(100-F221),2)/100","v":867.88},{"$f":"ROUND(G221*D221,0)","v":270345}]
["422-11","盖板涵盖板"]
["422-11-1","现浇混凝土盖板"]
["422-11-1-6","C35现浇混凝土","m3",{"v":168.9,"d":"168.900"},{"v":756,"d":"756.00"},{"$f":"--$C$13","v":{"v":0,"d":"0.00"}},{"$f":"ROUND(E224*(100-F224),2)/100","v":{"v":756,"d":"756.00"}},{"$f":"ROUND(G224*D224,0)","v":127688}]
["422-11-3","盖板钢筋","kg",{"v":35992.5,"d":"35992.500"},4.64,{"v":0,"d":"0.00"},4.64,167005]
["422-13","台帽、帽石、护栏基座"]
["422-13-1","台帽、帽石、护栏基座混凝土"]
["422-13-1-2","C20混凝土","m3",{"v":0.9,"d":"0.900"},1071.11,{"$f":"--$C$13","v":{"v":0,"d":"0.00"}},{"$f":"ROUND(E228*(100-F228),2)/100","v":1071.11},{"$f":"ROUND(G228*D228,0)","v":964}]
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[]
["工程量清单预算表-一级子目工程量清单表"]
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["第600章  交通安全设施"]
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["602-2","单面波形梁钢护栏"]
["602-2-1","Gr-A-4C","m",{"v":48,"d":"48.000"},198.23,{"$f":"--$C$13","v":{"v":0,"d":"0.00"}},{"$f":"ROUND(E260*(100-F260),2)/100","v":198.23},{"$f":"ROUND(G260*D260,0)","v":9515}]
["602-2-2","Gr-A-4E","m",{"v":200,"d":"200.000"},184.55,{"v":0,"d":"0.00"},184.55,36910]
["602-2-3","Gr-C-4E","m",{"v":50,"d":"50.000"},{"v":112.8,"d":"112.80"},{"v":0,"d":"0.00"},{"v":112.8,"d":"112.80"},5640]
["605-1","热熔型涂料路面标线"]
["605-1-2","反光型","m2",{"v":45,"d":"45.000"},49.67,{"v":0,"d":"0.00"},49.67,2235]
["605-8","轮廓标"]
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[]
["工程量清单预算表-一级子目工程量清单表"]
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["第700章  绿化及环境保护设施"]
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["工程量清单预算表-总表"]
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["2","200","路基工程",{"$nulls":3},{"$f":"清单!D160","v":9452712}]
["3","300","路面工程",{"$nulls":3},{"$f":"清单!D206","v":197388}]
["4","400","桥梁、涵洞工程",{"$nulls":3},{"$f":"清单!D251","v":889698}]
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["8","800","管理、养护设施"]
["9","900","管理、养护及服务房屋"]
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