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["招 标 控 制 价"]
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["5",null,"040103002004","余方弃置","(1)废弃料品种:土体、石渣等建筑垃圾\n(2)运距:3km","m3",158.817,12.37,null,1964.57,""]
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["31",null,"040201022001","排水沟","(1)排水沟\n(2)断面尺寸:600*400mm\n(3)基础、垫层：材料、品种、厚度:100厚C20素砼垫层+200厚C30P8钢筋砼基础\n(4)C30P8钢筋砼方沟壁","m",132.065,457.03,null,60357.67,""]
["32",null,"040201022002","截水沟","(1)截水沟1\n(2)断面尺寸:600*400mm\n(3)基础、垫层：材料、品种、厚度:100厚C20素砼垫层+200厚C30P8钢筋砼基础","m",{"v":69.36,"d":"69.360"},472.45,null,32769.13,""]
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["33",null,"040201022003","截水沟","(1)截水沟2\n(2)断面尺寸:600*600~1000mm\n(3)基础、垫层：材料、品种、厚度:100厚C20素砼垫层+200厚C30P8钢筋砼基础\n(4)C30P8钢筋砼方沟壁","m",91.675,815.13,null,74727.04,""]
["34",null,"040101002001","挖沟槽土方","(1)土壤类别:三类土\n(2)挖土深度:2m以内","m3",{"$nulls":4},""]
["35",null,"040103001001","填方","(1)填方粒径要求:符合设计要求\n(2)填方来源、运距:标内开挖土\n(3)密实度要求:符合设计要求\n(4)填方材料品种:场地土","m3",{"$nulls":4},""]
["36",null,"040103002001","余方弃置","(1)废弃料品种:三类土\n(2)运距:3km","m3",{"$nulls":4},""]
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["41",null,"040901001009","现浇构件钢筋","(1)钢筋种类:HRB400\n(2)钢筋规格:Φ10","t",{"$nulls":4},""]
["",null,"","绿篱防护栏杆","","",{"$nulls":4},""]
["42",null,"010607004001","金属网栏","(1)材料品种、规格:坡顶围栏\n(2)边框及立柱型钢品种、规格:立柱Φ48*2.5厚圆钢管、边框20*40*1厚矩形钢管\n(3)钢丝网采用高强度低碳钢丝焊接，绿色包塑钢丝网，网孔70*150，丝径3mm\n(4)预埋100*100*8厚钢板、Φ6钢筋L=300mm\n(5)具体详设计图","m2",{"v":166.77,"d":"166.770"},55.42,null,9242.39,""]
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["44",null,"040402017001","变形缝","(1)类别:伸缩缝\n(2)材料品种、规格:沥青麻筋\n(3)工艺要求:宽度30mm","m",5.598,23.63,null,132.28,""]
["",null,"","钢筋","","",{"$nulls":4},""]
["45",null,"040901001010","现浇构件钢筋","(1)钢筋种类:HPB300\n(2)钢筋规格:Φ6","t",0.024,6578.27,null,157.88,""]
["46",null,"040901001011","现浇构件钢筋","(1)钢筋种类:HPB300\n(2)钢筋规格:Φ8","t",11.777,6352.63,null,74814.92,""]
["47",null,"040901001012","现浇构件钢筋","(1)钢筋种类:HPB300\n(2)钢筋规格:Φ10","t",0.321,6352.62,null,2039.19,""]
["48",null,"040901001013","现浇构件钢筋","(1)钢筋种类:HRB400\n(2)钢筋规格:Φ8","t",3.574,5807.84,null,20757.22,""]
["49",null,"040901001014","现浇构件钢筋","(1)钢筋种类:HRB400\n(2)钢筋规格:Φ10","t",5.427,5481.59,null,29748.59,""]
["50",null,"040901001015","现浇构件钢筋","(1)钢筋种类:HRB400\n(2)钢筋规格:Φ20","t",{"v":10.09,"d":"10.090"},5008.47,null,50535.46,""]
["51",null,"040901001016","现浇构件钢筋","(1)钢筋种类:HRB400\n(2)钢筋规格:Φ22","t",13.928,5008.47,null,69757.97,""]
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["3","040101002003","挖沟槽土方\n(1)土壤类别:粉质黏土（一、二类土）\n(2)挖土深度:2米以内","m3",30.436,1.97,null,null,3.11,0.39,0.33,null,0.52,6.32,""]
["3.1","40101004T","人工挖沟槽土方(一、二类土 槽深2m以内) 人工辅助开挖比例≤5%","m3",1.522,31.66,{"$nulls":3},2.42,2.04,null,3.25,39.37,""]
["3.2","40101057","挖掘机挖土(挖掘机挖槽坑土方 装车 一、二类土)","m3",28.914,0.41,null,null,3.27,0.28,0.24,null,0.38,4.58,""]
["4","040102002001","挖沟槽石方\n(1)岩石类别:极软岩\n(2)开凿深度:320mm~900mm","m3",128.381,38.75,{"$nulls":3},2.96,{"v":2.5,"d":"2.50"},null,3.98,48.19,""]
["4.1","40101113","人工凿石(极软岩)","m3",128.381,38.75,{"$nulls":3},2.96,{"v":2.5,"d":"2.50"},null,3.98,48.19,""]
["5","040103002004","余方弃置\n(1)废弃料品种:土体、石渣等建筑垃圾\n(2)运距:3km","m3",158.817,0.18,null,null,9.77,0.76,0.64,null,1.02,12.37,""]
["分部分项工程量清单综合单价分析表",{"$nulls":13},""]
["",{"$nulls":13},""]
["工程名称：东岩山公园北侧宫保尚书祠旁地质灾害防治项目边坡工程",{"$nulls":11},"第2页 共11页",null,""]
["序号","项目编码","项目名称及特征描述","单位","工程量","综合单价组成(元)",{"$nulls":7},"综合单价\n(元)",""]
[{"$nulls":5},"人工费","材料费","其中：\n设备费","施工机具使用费","企业管理费","利润","规费","税金",null,""]
["5.1","40101091T","自卸汽车运土(载重10t以外 运距3km以内)","m3",158.817,0.18,null,null,9.77,0.76,0.64,null,1.02,12.37,""]
["","","排水沟、截水沟","",{"$nulls":10},""]
["6","040101002004","挖沟槽土方\n(1)土壤类别:粉质黏土（一、二类土）\n(2)挖土深度:2米以内","m3",254.487,1.97,null,null,3.11,0.39,0.33,null,0.52,6.32,""]
["6.1","40101004T","人工挖沟槽土方(一、二类土 槽深2m以内) 人工辅助开挖比例≤5%","m3",12.724,31.66,{"$nulls":3},2.42,2.04,null,3.25,39.37,""]
["6.2","40101057","挖掘机挖土(挖掘机挖槽坑土方 装车 一、二类土)","m3",241.763,0.41,null,null,3.27,0.28,0.24,null,0.38,4.58,""]
["7","040102002002","挖沟槽石方\n(1)岩石类别:极软岩\n(2)开凿深度:2米以内","m3",38.691,38.75,{"$nulls":3},2.96,{"v":2.5,"d":"2.50"},null,3.98,48.19,""]
["7.1","40101113","人工凿石(极软岩)","m3",38.691,38.75,{"$nulls":3},2.96,{"v":2.5,"d":"2.50"},null,3.98,48.19,""]
["8","040103002005","余方弃置\n(1)废弃料品种:土体、石渣等建筑垃圾\n(2)运距:3km","m3",293.178,0.18,null,null,9.77,0.76,0.64,null,1.02,12.37,""]
["8.1","40101091T","自卸汽车运土(载重10t以外 运距3km以内)","m3",293.178,0.18,null,null,9.77,0.76,0.64,null,1.02,12.37,""]
["边坡支护",{"$nulls":13},"分项工程(17市政)"]
["","","结构部分","",{"$nulls":10},""]
["9","010202007001","锚杆\n(1)地层情况:详地质勘察报告\n(2)锚杆(索)类型、部位:预应力锚索\n(3)钻孔深度:12-25m\n(4)钻孔直径:200mm\n(5)杆体材料品种、规格、数量:3/5Φs15.2无粘结钢绞线\n(6)预应力:是\n(7)浆液种类、强度等级:水泥浆二次注浆（100kg/m)","m",{"$nulls":10},""]
["9.1","10102123","土层锚杆机械钻孔(孔径≤200mm)","m",null,27.45,10.55,null,14.65,4.02,{"v":3.4,"d":"3.40"},null,5.41,65.48,""]
["9.2","10102124T","锚杆机械钻孔入岩增加费 孔径在150mm以上、200mm以内 软岩","m",null,14.74,13.74,null,29.63,4.43,3.75,null,5.97,72.26,""]
["分部分项工程量清单综合单价分析表",{"$nulls":13},""]
["",{"$nulls":13},""]
["工程名称：东岩山公园北侧宫保尚书祠旁地质灾害防治项目边坡工程",{"$nulls":11},"第3页 共11页",null,""]
["序号","项目编码","项目名称及特征描述","单位","工程量","综合单价组成(元)",{"$nulls":7},"综合单价\n(元)",""]
[{"$nulls":5},"人工费","材料费","其中：\n设备费","施工机具使用费","企业管理费","利润","规费","税金",null,""]
["9.3","10102124T","锚杆机械钻孔入岩增加费 孔径在150mm以上、200mm以内","m",null,42.12,39.26,null,84.65,12.67,10.72,null,17.05,206.47,""]
["9.4","10102131T","锚杆(锚孔二次注浆)","m",null,10.25,{"v":50.9,"d":"50.90"},null,13.66,5.71,4.83,null,7.68,93.03,""]
["9.5","10102126T","锚杆无粘结预应力钢绞线","t",null,310.12,{"v":9264.5,"d":"9264.50"},null,370.06,758.78,642.21,null,1021.11,12366.78,""]
["10","040302006001","锚杆（索）\n(1)地层情况:详地质勘察报告\n(2)锚杆(索)类型、部位:预应力锚索\n(3)钻孔深度:12-25m\n(4)钻孔直径:200mm\n(5)杆体材料品种、规格、数量:3/5Φs15.2无粘结钢绞线\n(6)预应力:是\n(7)浆液种类、强度等级:水泥浆二次注浆（100kg/m)\n(8)需做大于等于3根锚索基本试验孔","m",{"v":2358,"d":"2358.000"},41.43,106.35,null,33.42,13.83,{"v":11.7,"d":"11.70"},null,18.61,225.34,""]
["10.1","10102123","土层锚杆机械钻孔(孔径≤200mm)","m",{"v":2420,"d":"2420.000"},27.45,10.55,null,14.65,4.02,{"v":3.4,"d":"3.40"},null,5.41,65.48,""]
["10.2","10102124T","锚杆机械钻孔入岩增加费 孔径在150mm以上、200mm以内 软岩","m",109.408,14.74,13.74,null,29.63,4.43,3.75,null,5.97,72.26,""]
["10.3","10102124T","锚杆机械钻孔入岩增加费 孔径在150mm以上、200mm以内","m",36.468,42.12,39.26,null,84.65,12.67,10.72,null,17.05,206.47,""]
["10.4","10102131T","锚杆(锚孔二次注浆)","m",{"v":2420,"d":"2420.000"},10.25,{"v":50.9,"d":"50.90"},null,13.66,5.71,4.83,null,7.68,93.03,""]
["10.5","10102126T","锚杆无粘结预应力钢绞线","t",10.699,310.12,{"v":9264.5,"d":"9264.50"},null,370.06,758.78,642.21,null,1021.11,12366.78,""]
["11","040303024001","混凝土其他构件\n(1)混凝土强度等级:C30\n(2)名称、部位:锚头及锚斜托","m3",1.737,130.77,506.31,null,37.31,51.46,43.55,null,69.25,838.65,""]
["11.1","40305027T","C30预拌泵送普通混凝土墩台帽(墩帽)","m3",1.737,130.77,506.31,null,37.31,51.46,43.55,null,69.25,838.65,""]
["12","040406001001","混凝土地梁\n(1)混凝土强度等级:C30预拌泵送普通混凝土\n(2)类别、部位:格构梁","m3",204.566,52.12,446.98,null,null,38.08,32.23,null,51.25,620.66,""]
["12.1","10105015T","C30预拌泵送普通混凝土(基础梁)","m3",null,39.54,433.08,null,null,36.06,30.52,null,48.53,587.73,""]
["12.2","40305004T","C30基础(预拌泵送普通混凝土)","m3",204.566,52.12,446.98,null,null,38.08,32.23,null,51.25,620.66,""]
["分部分项工程量清单综合单价分析表",{"$nulls":13},""]
["",{"$nulls":13},""]
["工程名称：东岩山公园北侧宫保尚书祠旁地质灾害防治项目边坡工程",{"$nulls":11},"第4页 共11页",null,""]
["序号","项目编码","项目名称及特征描述","单位","工程量","综合单价组成(元)",{"$nulls":7},"综合单价\n(元)",""]
[{"$nulls":5},"人工费","材料费","其中：\n设备费","施工机具使用费","企业管理费","利润","规费","税金",null,""]
["13","040406001002","混凝土地梁\n(1)混凝土强度等级:C30预拌泵送普通混凝土\n(2)类别、部位:压顶梁","m3",21.773,52.12,446.98,null,null,38.08,32.23,null,51.25,620.66,""]
["13.1","10105015T","C30预拌泵送普通混凝土(基础梁)","m3",null,39.54,433.08,null,null,36.06,30.52,null,48.53,587.73,""]
["13.2","40305004T","C30基础(预拌泵送普通混凝土)","m3",21.773,52.12,446.98,null,null,38.08,32.23,null,51.25,620.66,""]
["14","040406001003","混凝土地梁\n(1)混凝土强度等级:C30预拌非泵送普通混凝土\n(2)类别、部位:基础梁","m3",38.196,52.12,420.78,null,null,36.08,30.54,null,48.56,588.08,""]
["14.1","10105015T","C30预拌非泵送普通混凝土(基础梁)","m3",null,39.54,407.01,null,null,34.07,28.84,null,45.85,555.31,""]
["14.2","40305004T","C30基础(预拌非泵送普通混凝土)","m3",38.196,52.12,420.78,null,null,36.08,30.54,null,48.56,588.08,""]
["15","040901001001","现浇构件钢筋\n(1)钢筋种类:圆钢\n(2)钢筋规格:Φ6","t",{"$nulls":10},""]
["15.1","40304005T","现浇混凝土(圆钢筋 φ10以内)","t",null,1384.47,3831.07,null,74.34,403.62,341.61,null,543.16,6578.27,""]
["16","040901001002","现浇构件钢筋\n(1)钢筋种类:圆钢\n(2)钢筋规格:Φ8","t",{"$nulls":10},""]
["16.1","40304005T","现浇混凝土(圆钢筋 φ10以内)","t",null,1384.47,3649.63,null,74.34,389.77,329.89,null,524.53,6352.63,""]
["17","040901001003","现浇构件钢筋\n(1)钢筋种类:圆钢\n(2)钢筋规格:Φ10","t",{"$nulls":10},""]
["17.1","40304005T","现浇混凝土(圆钢筋 φ10以内)","t",null,1384.47,3649.63,null,74.34,389.77,329.89,null,524.53,6352.63,""]
["18","040901001004","现浇构件钢筋\n(1)钢筋种类:HRB400\n(2)钢筋规格:Φ8","t",{"$nulls":10},""]
["18.1","40304007T","现浇混凝土(螺纹钢筋 φ10以外)","t",null,611.95,{"v":3733.7,"d":"3733.70"},null,62.34,336.33,284.66,null,452.61,5481.59,""]
["19","040901001005","现浇构件钢筋\n(1)钢筋种类:HRB400\n(2)钢筋规格:Φ20","t",{"$nulls":10},""]
["19.1","40304007T","现浇混凝土(螺纹钢筋 φ10以外)","t",null,611.95,3353.25,null,62.34,{"v":307.3,"d":"307.30"},260.09,null,413.54,5008.47,""]
["分部分项工程量清单综合单价分析表",{"$nulls":13},""]
["",{"$nulls":13},""]
["工程名称：东岩山公园北侧宫保尚书祠旁地质灾害防治项目边坡工程",{"$nulls":11},"第5页 共11页",null,""]
["序号","项目编码","项目名称及特征描述","单位","工程量","综合单价组成(元)",{"$nulls":7},"综合单价\n(元)",""]
[{"$nulls":5},"人工费","材料费","其中：\n设备费","施工机具使用费","企业管理费","利润","规费","税金",null,""]
["20","040901001006","现浇构件钢筋\n(1)钢筋种类:HRB400\n(2)钢筋规格:Φ22","t",{"$nulls":10},""]
["20.1","40304007T","现浇混凝土(螺纹钢筋 φ10以外)","t",null,611.95,3353.25,null,62.34,{"v":307.3,"d":"307.30"},260.09,null,413.54,5008.47,""]
["21","040901001007","现浇构件钢筋\n(1)钢筋种类:HRB400\n(2)钢筋规格:Φ25","t",{"$nulls":10},""]
["21.1","40304007T","现浇混凝土(螺纹钢筋 φ10以外)","t",null,611.95,3353.25,null,62.34,{"v":307.3,"d":"307.30"},260.09,null,413.54,5008.47,""]
["21.2","40304015","直螺纹套筒(钢筋 直径25mm)","个",null,9.26,2.12,null,0.77,0.93,0.78,null,1.25,15.11,""]
["22","040303001001","混凝土垫层\n(1)混凝土强度等级:C20\n(2)基层梁垫层","m3",5.836,33.91,375.57,null,null,31.24,26.44,null,42.04,{"v":509.2,"d":"509.20"},""]
["22.1","40305002T","C20基础(垫层 预拌非泵送普通混凝土)","m3",5.836,33.91,375.57,null,null,31.24,26.44,null,42.04,{"v":509.2,"d":"509.20"},""]
["23","050102013001","喷播植草(灌木)籽\n(1)养护期:日常养护半年\n(2)基层材料种类规格:10cm种植土+30g/m2无纺布\n(3)草(灌木)籽种类:灌木种子混配配方:银合欢2%,红花木兰1%,猪尿豆2%\n(4)三维植被网用U型总长500mm钢筋固定","m2",486.231,6.59,15.95,null,1.21,1.81,1.54,null,2.44,29.54,""]
["23.1","50101160T","草皮类(护坡喷播草籽)","m2",486.231,1.27,14.96,null,0.15,1.25,1.06,null,1.68,20.37,""]
["23.2","50102119T","草坪类(草坪 播种) 日常养护期6个月","m2",486.231,5.32,0.99,null,1.06,0.56,0.48,null,0.76,9.17,""]
["24","040306001001","透水管\n(1)材料品种、规格:Φ76软式透水管， 管上需钻10mm的圆孔，间距75mm，并沿管周分四排匀布排列,一排在管的顶部,一排在管的底部,另两排分别在管的两侧,顶底排圆孔与两侧呈交错排列。透水管截水段包裹两层300g/㎡无纺土工布。\n(2)外套Φ90PVC管、粘土封堵80cm","m",{"v":510,"d":"510.000"},30.88,20.52,null,12.14,4.85,4.11,null,6.53,79.04,""]
["24.1","10102122","土层锚杆机械钻孔(孔径≤150mm)","m",{"v":507.6,"d":"507.600"},22.85,7.78,null,{"v":12.2,"d":"12.20"},3.27,2.77,null,{"v":4.4,"d":"4.40"},53.27,""]
["24.2","10102124T","锚杆机械钻孔入岩增加费 孔径在100mm以上","m",null,11.98,9.81,null,21.16,3.28,2.77,null,4.41,53.41,""]
["分部分项工程量清单综合单价分析表",{"$nulls":13},""]
["",{"$nulls":13},""]
["工程名称：东岩山公园北侧宫保尚书祠旁地质灾害防治项目边坡工程",{"$nulls":11},"第6页 共11页",null,""]
["序号","项目编码","项目名称及特征描述","单位","工程量","综合单价组成(元)",{"$nulls":7},"综合单价\n(元)",""]
[{"$nulls":5},"人工费","材料费","其中：\n设备费","施工机具使用费","企业管理费","利润","规费","税金",null,""]
["","","、150mm以内 软岩","",{"$nulls":10},""]
["24.3","40404017T","排水管沟(透水软管)","m",{"v":510,"d":"510.000"},8.14,12.78,null,null,{"v":1.6,"d":"1.60"},1.35,null,2.15,26.02,""]
["25","040501004001","塑料管\n(1)泄水管\n(2)铺设深度:800mm\n(3)材质及规格:DN100PVC管\n(4)埋深处无纺布、中粗砂包裹","m",{"$nulls":10},""]
["25.1","40307108T","安装泄水孔(塑料管)","m",null,5.67,17.78,null,null,1.79,1.51,null,2.41,29.16,""]
["25.2","40201028T","土工合成材料(土工布 地基土 砂垫层)","m2",null,2.18,2.79,null,null,0.38,0.32,null,0.51,6.18,""]
["26","040402015001","透水管\n(1)泄水管\n(2)材质:DN100PVC管\n(3)埋深处无纺布、中粗砂包裹","m",{"v":101,"d":"101.000"},5.67,17.78,null,null,1.79,1.51,null,2.41,29.16,""]
["26.1","40307108T","安装泄水孔(塑料管)","m",{"v":101,"d":"101.000"},5.67,17.78,null,null,1.79,1.51,null,2.41,29.16,""]
["27","040101001001","挖一般土方\n(1)土壤类别:三类土\n(2)挖土深度:按设计要求","m3",{"$nulls":10},""]
["27.1","40101052","挖掘机挖土(挖掘机挖一般土方 装车 三类土)","m3",null,0.41,null,null,3.56,{"v":0.3,"d":"0.30"},0.26,null,0.41,4.94,""]
["28","040103002003","余方弃置\n(1)废弃料品种:三类土\n(2)运距:3km","m3",{"$nulls":10},""]
["28.1","40101091T","自卸汽车运土(载重10t以外 运距3km以内)","m3",null,0.18,null,null,9.77,0.76,0.64,null,1.02,12.37,""]
["29","040102001001","挖一般石方\n(1)岩石类别:极软岩\n(2)开凿深度:按设计要求","m3",{"$nulls":10},""]
["29.1","40101141","液压锤破碎石方(极软岩)","m3",null,2.23,null,null,31.83,{"v":2.6,"d":"2.60"},{"v":2.2,"d":"2.20"},null,{"v":3.5,"d":"3.50"},42.36,""]
["30","040103002002","余方弃置\n(1)废弃料品种:极软岩\n(2)运距:3km","m3",{"$nulls":10},""]
["30.1","40101162T","自卸汽车运石碴(载重10t以外 运距3km以内)","m3",null,0.18,null,null,16.37,1.26,1.07,null,{"v":1.7,"d":"1.70"},20.58,""]
["分部分项工程量清单综合单价分析表",{"$nulls":13},""]
["",{"$nulls":13},""]
["工程名称：东岩山公园北侧宫保尚书祠旁地质灾害防治项目边坡工程",{"$nulls":11},"第7页 共11页",null,""]
["序号","项目编码","项目名称及特征描述","单位","工程量","综合单价组成(元)",{"$nulls":7},"综合单价\n(元)",""]
[{"$nulls":5},"人工费","材料费","其中：\n设备费","施工机具使用费","企业管理费","利润","规费","税金",null,""]
["","","排水沟、截水沟","",{"$nulls":10},""]
["31","040201022001","排水沟\n(1)排水沟\n(2)断面尺寸:600*400mm\n(3)基础、垫层：材料、品种、厚度:100厚C20素砼垫层+200厚C30P8钢筋砼基础\n(4)C30P8钢筋砼方沟壁","m",132.065,117.82,245.87,null,3.82,28.04,23.74,null,37.74,457.03,""]
["31.1","40501064T","C30渠(管)道基础(预拌非泵送抗渗混凝土平基 预拌非泵送抗渗混凝土)","m3",26.413,220.28,520.56,null,{"v":5.8,"d":"5.80"},56.97,48.22,null,76.66,928.49,""]
["31.2","40501078T","C30现浇预拌非泵送抗渗混凝土方沟及渠道(壁)","m3",{"v":21.13,"d":"21.130"},423.91,642.56,null,16.18,82.61,69.92,null,111.17,1346.35,""]
["31.3","40501053T","C20垫层(预拌非泵送普通混凝土)","m3",13.207,59.42,389.49,null,0.72,34.31,29.04,null,46.17,559.15,""]
["32","040201022002","截水沟\n(1)截水沟1\n(2)断面尺寸:600*400mm\n(3)基础、垫层：材料、品种、厚度:100厚C20素砼垫层+200厚C30P8钢筋砼基础\n(4)C30P8钢筋砼方沟壁","m",{"v":69.36,"d":"69.360"},117.83,258.27,null,3.82,28.99,24.53,null,39.01,472.45,""]
["32.1","40501064T","C30渠(管)道基础(预拌泵送抗渗混凝土平基 预拌泵送抗渗混凝土)","m3",13.872,220.28,547.31,null,{"v":5.8,"d":"5.80"},59.01,49.94,null,79.41,961.75,""]
["32.2","40501078T","C30现浇预拌泵送抗渗混凝土方沟及渠道(壁)","m3",11.098,423.91,{"v":669.3,"d":"669.30"},null,16.18,84.65,71.64,null,113.91,1379.59,""]
["32.3","40501053T","C20垫层(预拌泵送普通混凝土)","m3",6.936,59.42,417.18,null,0.72,36.42,30.82,null,49.01,593.57,""]
["33","040201022003","截水沟\n(1)截水沟2\n(2)断面尺寸:600*600~1000mm\n(3)基础、垫层：材料、品种、厚度:100厚C20素砼垫层+200厚C30P8钢筋砼基础\n(4)C30P8钢筋砼方沟壁","m",91.675,231.92,415.16,null,{"v":8.4,"d":"8.40"},50.02,42.33,null,{"v":67.3,"d":"67.30"},815.13,""]
["33.1","40501064T","C30渠(管)道基础(预拌泵送抗渗混凝土平基 预拌泵送抗渗混凝土)","m3",11.991,220.28,547.31,null,{"v":5.8,"d":"5.80"},59.01,49.94,null,79.41,961.75,""]
["33.2","40501078T","C30现浇预拌泵送抗渗混凝土方沟及渠道(壁)","m3",43.014,423.91,{"v":669.3,"d":"669.30"},null,16.18,84.65,71.64,null,113.91,1379.59,""]
["33.3","40501053T","C20垫层(预拌泵送普通混凝土)","m3",6.491,59.42,417.18,null,0.72,36.42,30.82,null,49.01,593.57,""]
["分部分项工程量清单综合单价分析表",{"$nulls":13},""]
["",{"$nulls":13},""]
["工程名称：东岩山公园北侧宫保尚书祠旁地质灾害防治项目边坡工程",{"$nulls":11},"第8页 共11页",null,""]
["序号","项目编码","项目名称及特征描述","单位","工程量","综合单价组成(元)",{"$nulls":7},"综合单价\n(元)",""]
[{"$nulls":5},"人工费","材料费","其中：\n设备费","施工机具使用费","企业管理费","利润","规费","税金",null,""]
["34","040101002001","挖沟槽土方\n(1)土壤类别:三类土\n(2)挖土深度:2m以内","m3",{"$nulls":10},""]
["34.1","40101008T","人工挖沟槽土方(三类土 槽深2m以内) 人工辅助开挖比例≤5%","m3",null,53.29,{"$nulls":3},4.07,3.44,null,5.47,66.27,""]
["34.2","40101061","小型挖掘机挖土(小型挖掘机挖槽坑土方 不装车 三类土)","m3",null,0.41,null,null,3.33,0.29,0.24,null,0.38,4.65,""]
["34.3","40101064","小型挖掘机挖土(小型挖掘机挖槽坑土方 装车 三类土)","m3",null,0.41,null,null,4.28,0.36,{"v":0.3,"d":"0.30"},null,0.48,5.83,""]
["35","040103001001","填方\n(1)填方粒径要求:符合设计要求\n(2)填方来源、运距:标内开挖土\n(3)密实度要求:符合设计要求\n(4)填方材料品种:场地土","m3",{"$nulls":10},""]
["35.1","40101105","槽、坑回填土(夯实机夯实)","m3",null,6.02,null,null,2.59,0.66,0.56,null,0.88,10.71,""]
["36","040103002001","余方弃置\n(1)废弃料品种:三类土\n(2)运距:3km","m3",{"$nulls":10},""]
["36.1","40101091T","自卸汽车运土(载重10t以外 运距3km以内)","m3",null,0.18,null,null,9.77,0.76,0.64,null,1.02,12.37,""]
["37","080106003001","急流槽\n(1)急流槽\n(2)材料品种:混凝土\n(3)混凝土强度等级:C30P8\n(4)踏步:200*200\n(5)尺寸:24.337米长、宽1.4米、高1.851米【靠近P1-P1剖面一侧】；21.554米、宽1.4米、高1.851米【靠近P3-P3剖面一侧】\n(6)沿斜面每4000设置防滑台\n(7)坡率同边坡1：0.6\n(8)消力坎300*300*250mm\n(9)具体详图纸","m",45.109,152.79,337.92,null,4.62,37.79,31.99,null,50.86,615.97,""]
["37.1","40501064T","C30渠(管)道基础(预拌泵送抗渗混凝土平基 预拌泵送抗渗混凝土)","m3",20.871,220.28,547.31,null,{"v":5.8,"d":"5.80"},59.01,49.94,null,79.41,961.75,""]
["分部分项工程量清单综合单价分析表",{"$nulls":13},""]
["",{"$nulls":13},""]
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["序号","项目编码","项目名称及特征描述","单位","工程量","综合单价组成(元)",{"$nulls":7},"综合单价\n(元)",""]
[{"$nulls":5},"人工费","材料费","其中：\n设备费","施工机具使用费","企业管理费","利润","规费","税金",null,""]
["37.2","40501078T","C30现浇预拌泵送抗渗混凝土方沟及渠道(壁)","m3",5.269,423.91,{"v":669.3,"d":"669.30"},null,16.18,84.65,71.64,null,113.91,1379.59,""]
["37.3","40407014T","C30其他预拌泵送抗渗混凝土工程(现浇台阶)","m3",{"v":0.5,"d":"0.500"},118.01,544.42,null,{"v":3.9,"d":"3.90"},50.84,43.03,null,68.42,828.62,""]
["37.4","40305004T","C30基础(预拌泵送抗渗混凝土)","m3",0.045,52.12,476.95,null,null,40.37,34.17,null,54.32,657.93,""]
["38","040504002001","混凝土井\n(1)消能池\n(2)混凝土强度等级:C30P8\n(3)垫层、基础材质及厚度:100厚C20砼垫层+250厚钢筋混凝土底板\n(4)井盖、井圈材质及规格:2400*1800*150厚预制钢筋砼盖板\n(5)井尺寸:长2.4米、宽1.8米、高1.25米、厚0.25米","座",{"v":2,"d":"2.000"},1113.08,1768.81,null,42.44,223.13,188.85,null,300.27,3636.57,""]
["38.1","40501005T","C20排水井垫层(预拌非泵送普通混凝土)","m3",0.432,179.33,389.22,null,0.72,43.44,36.76,null,58.45,707.92,""]
["38.2","40601058T","C30预拌非泵送抗渗混凝土半地下室池底(平池底 厚度50cm以内) 排水井底板","m3",{"v":1.08,"d":"1.080"},95.85,448.32,null,0.23,41.54,35.16,null,{"v":55.9,"d":"55.90"},{"v":677,"d":"677.00"},""]
["38.3","40501011T","C30现浇预拌非泵送抗渗混凝土井壁(预拌非泵送抗渗混凝土井壁 矩形30cm以内)","m3",1.134,537.61,535.09,null,{"v":17.3,"d":"17.30"},83.17,70.39,null,111.92,1355.48,""]
["38.4","40501103T","C30预拌非泵送抗渗混凝土(矩形盖板 板厚10cm以内)","m3",0.648,337.95,580.63,null,0.33,70.11,59.34,null,94.35,1142.71,""]
["38.5","40501124T","安装(井室盖板 矩形盖板(每块体积在0.7m3以内))","m3",0.648,130.41,21.02,null,30.75,{"v":13.9,"d":"13.90"},11.76,null,18.71,226.55,""]
["38.6","40304003T","预制混凝土(螺纹钢筋 φ10以外)","t",0.032,592.02,3744.39,null,{"v":66.4,"d":"66.40"},335.93,284.32,null,452.08,5475.14,""]
["39","040309001001","金属栏杆\n(1)栏杆材质、规格:镀锌钢管、Φ51mm、厚2.5mm\n(2)详图号YS-13","t",0.462,2327.43,5631.27,null,284.81,628.98,532.35,null,846.44,10251.28,""]
["39.1","40310049T","金属栏杆及扶手制作、安装(钢管栏杆制安)","t",0.462,2327.43,5631.27,null,284.81,628.98,532.35,null,846.44,10251.28,""]
["40","040901001008","现浇构件钢筋\n(1)钢筋种类:HRB400\n(2)钢筋规格:Φ8","t",{"$nulls":10},""]
["40.1","40304007T","现浇混凝土(螺纹钢筋 φ10以外)","t",null,611.95,{"v":3733.7,"d":"3733.70"},null,62.34,336.33,284.66,null,452.61,5481.59,""]
["分部分项工程量清单综合单价分析表",{"$nulls":13},""]
["",{"$nulls":13},""]
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["序号","项目编码","项目名称及特征描述","单位","工程量","综合单价组成(元)",{"$nulls":7},"综合单价\n(元)",""]
[{"$nulls":5},"人工费","材料费","其中：\n设备费","施工机具使用费","企业管理费","利润","规费","税金",null,""]
["41","040901001009","现浇构件钢筋\n(1)钢筋种类:HRB400\n(2)钢筋规格:Φ10","t",{"$nulls":10},""]
["41.1","40304007T","现浇混凝土(螺纹钢筋 φ10以外)","t",null,611.95,{"v":3733.7,"d":"3733.70"},null,62.34,336.33,284.66,null,452.61,5481.59,""]
["","","绿篱防护栏杆","",{"$nulls":10},""]
["42","010607004001","金属网栏\n(1)材料品种、规格:坡顶围栏\n(2)边框及立柱型钢品种、规格:立柱Φ48*2.5厚圆钢管、边框20*40*1厚矩形钢管\n(3)钢丝网采用高强度低碳钢丝焊接，绿色包塑钢丝网，网孔70*150，丝径3mm\n(4)预埋100*100*8厚钢板、Φ6钢筋L=300mm\n(5)具体详设计图","m2",{"v":166.77,"d":"166.770"},8.07,{"v":34.9,"d":"34.90"},null,1.59,{"v":3.4,"d":"3.40"},2.88,null,4.58,55.42,""]
["42.1","40701089T","防飞散网(钢丝网 高6m以内)","m2",{"v":166.77,"d":"166.770"},4.58,24.51,null,null,2.22,1.88,null,2.99,36.18,""]
["42.2","40701093T","防飞散网(立杆支撑)","t",0.364,1599.95,4759.76,null,729.09,540.88,457.78,null,727.87,8815.33,""]
["43","040203007001","水泥混凝土\n(1)截水沟1到坡顶间\n(2)厚度:10Cm\n(3)混凝土强度等级:C20","m2",{"v":67.77,"d":"67.770"},12.62,41.98,null,0.28,4.19,3.54,null,5.63,68.24,""]
["43.1","40203041T","C20水泥预拌泵送普通混凝土路面(厚度10cm)","m2",{"v":67.77,"d":"67.770"},12.62,41.98,null,0.28,4.19,3.54,null,5.63,68.24,""]
["44","040402017001","变形缝\n(1)类别:伸缩缝\n(2)材料品种、规格:沥青麻筋\n(3)工艺要求:宽度30mm","m",5.598,10.62,8.38,null,null,1.45,1.23,null,1.95,23.63,""]
["44.1","40601177","施工缝(油浸麻丝 立面)","m",5.598,10.62,8.38,null,null,1.45,1.23,null,1.95,23.63,""]
["","","钢筋","",{"$nulls":10},""]
["45","040901001010","现浇构件钢筋\n(1)钢筋种类:HPB300\n(2)钢筋规格:Φ6","t",0.024,1384.47,3831.07,null,74.34,403.62,341.61,null,543.16,6578.27,""]
["45.1","40304005T","现浇混凝土(圆钢筋 φ6)","t",0.024,1384.47,3831.07,null,74.34,403.62,341.61,null,543.16,6578.27,""]
["46","040901001011","现浇构件钢筋\n(1)钢筋种类:HPB300","t",11.777,1384.47,3649.63,null,74.34,389.77,329.89,null,524.53,6352.63,""]
["分部分项工程量清单综合单价分析表",{"$nulls":13},""]
["",{"$nulls":13},""]
["工程名称：东岩山公园北侧宫保尚书祠旁地质灾害防治项目边坡工程",{"$nulls":11},"第11页 共11页",null,""]
["序号","项目编码","项目名称及特征描述","单位","工程量","综合单价组成(元)",{"$nulls":7},"综合单价\n(元)",""]
[{"$nulls":5},"人工费","材料费","其中：\n设备费","施工机具使用费","企业管理费","利润","规费","税金",null,""]
["","","(2)钢筋规格:Φ8","",{"$nulls":10},""]
["46.1","40304005T","现浇混凝土(圆钢筋 φ8)","t",11.777,1384.47,3649.63,null,74.34,389.77,329.89,null,524.53,6352.63,""]
["47","040901001012","现浇构件钢筋\n(1)钢筋种类:HPB300\n(2)钢筋规格:Φ10","t",0.321,1384.47,3649.63,null,74.34,389.77,329.89,null,524.53,6352.62,""]
["47.1","40304005","现浇混凝土(圆钢筋 φ10)","t",0.321,1384.47,3649.63,null,74.34,389.77,329.89,null,524.53,6352.63,""]
["48","040901001013","现浇构件钢筋\n(1)钢筋种类:HRB400\n(2)钢筋规格:Φ8","t",3.574,611.95,3996.05,null,62.34,356.35,{"v":301.6,"d":"301.60"},null,479.55,5807.84,""]
["48.1","40304007T","现浇混凝土(螺纹钢筋 φ8)","t",3.574,611.95,3996.05,null,62.34,356.35,{"v":301.6,"d":"301.60"},null,479.55,5807.84,""]
["49","040901001014","现浇构件钢筋\n(1)钢筋种类:HRB400\n(2)钢筋规格:Φ10","t",5.427,611.95,{"v":3733.7,"d":"3733.70"},null,62.34,336.33,284.66,null,452.61,5481.59,""]
["49.1","40304007T","现浇混凝土(螺纹钢筋 φ10)","t",5.427,611.95,{"v":3733.7,"d":"3733.70"},null,62.34,336.33,284.66,null,452.61,5481.59,""]
["50","040901001015","现浇构件钢筋\n(1)钢筋种类:HRB400\n(2)钢筋规格:Φ20","t",{"v":10.09,"d":"10.090"},611.95,3353.25,null,62.34,{"v":307.3,"d":"307.30"},260.09,null,413.54,5008.47,""]
["50.1","40304007T","现浇混凝土(螺纹钢筋 φ20)","t",{"v":10.09,"d":"10.090"},611.95,3353.25,null,62.34,{"v":307.3,"d":"307.30"},260.09,null,413.54,5008.47,""]
["51","040901001016","现浇构件钢筋\n(1)钢筋种类:HRB400\n(2)钢筋规格:Φ22","t",13.928,611.95,3353.25,null,62.34,{"v":307.3,"d":"307.30"},260.09,null,413.54,5008.47,""]
["51.1","40304007T","现浇混凝土(螺纹钢筋 φ22)","t",13.928,611.95,3353.25,null,62.34,{"v":307.3,"d":"307.30"},260.09,null,413.54,5008.47,""]
["52","040901001017","现浇构件钢筋\n(1)钢筋种类:HRB400\n(2)钢筋规格:Φ25","t",{"v":12.44,"d":"12.440"},611.95,3353.25,null,62.34,{"v":307.3,"d":"307.30"},260.09,null,413.54,5008.47,""]
["52.1","40304007T","现浇混凝土(螺纹钢筋 φ25)","t",{"v":12.44,"d":"12.440"},611.95,3353.25,null,62.34,{"v":307.3,"d":"307.30"},260.09,null,413.54,5008.47,""]
["53","010516003001","机械连接\n(1)连接方式:直螺纹套筒连接\n(2)规格:大于等于22mm","个",{"v":51,"d":"51.000"},9.26,2.12,null,0.77,0.93,0.78,null,1.25,15.11,""]
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["4","01010580","线材","HRB400EΦ6","t",3.717,{"v":3752,"d":"3752.000"},13946.03]
["5","01010590","线材","HRB400EΦ8","t",null,{"v":3501,"d":"3501.000"}]
["6","01010600","线材","HRB400EΦ10","t",5.711,{"v":3501,"d":"3501.000"},19992.95]
["7","01030070","镀锌铁丝","8#","kg",12.409,{"v":8.09,"d":"8.090"},100.39]
["8","01030080","镀锌铁丝","10#","kg",390.729,{"v":8.22,"d":"8.220"},3211.79]
["9","01030110","镀锌铁丝","16#","kg",107.533,{"v":8.78,"d":"8.780"},944.14]
["10","01030140","镀锌铁丝","22#","kg",0.646,{"v":9.75,"d":"9.750"},6.29]
["11","01070040","无粘结钢绞线","","t",11.341,{"v":5779,"d":"5779.000"},65539.29]
["12","01090210","圆钢","Φ10以外","㎏",null,{"v":3.04,"d":"3.040"}]
["13","01090240","圆钢","Φ6","t",0.024,{"v":3661,"d":"3661.000"},89.62]
["14","01090270","圆钢","Φ8","t",12.013,{"v":3484,"d":"3484.000"},41851.69]
["15","01090290","圆钢","Ф10","t",0.327,{"v":3484,"d":"3484.000"},1140.73]
["16","01290230","钢板","δ10-12","kg",null,{"v":5.58,"d":"5.580"}]
["17","01610250","铁件","综合","kg",{"v":38.77,"d":"38.770"},5.575,216.14]
["18","02090050","塑料薄膜","","m2",351.502,{"v":0.41,"d":"0.410"},144.12]
["19","02190001","尼龙帽","","个",459.833,{"v":0.13,"d":"0.130"},59.78]
["20","02270110","土工布","300G","m2",34.248,{"v":5.31,"d":"5.310"},181.86]
["21","02310130","无纺布","30g","m2",534.854,{"v":2.74,"d":"2.740"},{"v":1465.5,"d":"1465.50"}]
["22","02310140","无纺布","400g/m2","m2",243.413,{"v":2.39,"d":"2.390"},581.76]
["23","02310150","无纺布","","m2",25.371,{"v":2.56,"d":"2.560"},64.95]
["24","03010460","铁钉","Φ50-75","kg",0.013,{"v":9.93,"d":"9.930"},0.13]
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["26","03010550","圆钉","","kg",17.537,{"v":9.93,"d":"9.930"},174.14]
["27","03130370","电焊条","结422Φ3.2","kg",497.817,{"v":6.86,"d":"6.860"},3415.02]
["28","03130510","合金钢电焊条","","kg",{"v":8.9,"d":"8.900"},{"v":6.79,"d":"6.790"},60.43]
["29","03210390","EM3三维植被网","260g/m2","m2",559.166,{"v":6,"d":"6.000"},3354.99]
["30","03210390","绿色包塑钢丝网","","m2",175.109,{"v":23,"d":"23.000"},{"v":4027.5,"d":"4027.50"}]
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["55","14350570","脱模剂","","kg",117.366,{"v":2.92,"d":"2.920"},342.71]
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["63","17030001","镀锌钢管","","kg",{"v":489.72,"d":"489.720"},5.126,{"v":2510.3,"d":"2510.30"}]
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["77","35010001","钢模板","","kg",50.216,{"v":6.19,"d":"6.190"},310.84]
["78","35010020","组合钢模板","","kg",118.955,{"v":5.75,"d":"5.750"},683.99]
["79","35010140","胶合板","18厚、一级、酚醛","m2",null,{"v":40.71,"d":"40.710"}]
["80","35020010","钢管支撑","","kg",5.978,{"v":5.67,"d":"5.670"},33.89]
["81","35020030","木支撑","","m3",{"v":5.61,"d":"5.610"},{"v":2173,"d":"2173.000"},12189.55]
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["84","35030100","脚手架钢管","","kg",99.517,{"v":6.19,"d":"6.190"},616.01]
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["87","35050030","安全网","","m2",6.705,{"v":7.08,"d":"7.080"},47.47]
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["94","80010020","水泥砂浆","1:2(32.5)","m3",0.015,386.428,5.76]
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["人工、材料设备、机械汇总表"]
[""]
["工程名称：东岩山公园北侧宫保尚书祠旁地质灾害防治项目边坡工程",{"$nulls":5},"第4页 共4页"]
["序号","工料机编码","工料机名称","规格、型号等特殊要求","单位","数量","单价","合价"]
["2","99010030","履带式单斗挖掘机","液压 斗容量1.25m3","台班",0.634,1457.144,924.45]
["3","99010130","轮胎式单斗挖掘机","液压 斗容量0.6m3","台班",null,761.376]
["4","99010140","履带式液压挖掘机(带液压锤)","HM960","台班",null,{"v":1711.2,"d":"1711.200"}]
["5","99050210","灰浆搅拌机","拌筒容量200L","台班",32.186,165.665,5332.09]
["6","99050660","混凝土磨光机","","台班",0.452,18.053,8.16]
["7","99050670","混凝土振动梁","","台班",0.452,23.796,10.76]
["8","99050730","插入式混凝土振捣器","","台班",0.045,{"v":8.1,"d":"8.100"},0.36]
["9","99070030","履带式推土机","功率75kW","台班",0.127,894.702,113.52]
["10","99070520","载货汽车","装载质量5t","台班",2.542,557.232,{"v":1416.6,"d":"1416.60"}]
["11","99070530","载货汽车","装载质量6t","台班",0.002,577.214,1.18]
["12","99070540","载货汽车","装载质量8t","台班",0.136,637.049,86.73]
["13","99070670","自卸汽车","装载质量15t","台班",4.515,977.925,4415.75]
["14","99070750","平板拖车组","装载质量40t","台班",{"v":0.5,"d":"0.500"},1556.525,778.26]
["15","99090060","履带式起重机","提升质量15t","台班",0.075,849.039,63.27]
["16","99090300","汽车式起重机","提升质量5t","台班",0.728,505.491,367.81]
["17","99090310","汽车式起重机","提升质量8t","台班",0.175,853.679,149.26]
["18","99091170","电动卷扬机","单筒慢速 牵引力50kN","台班",3.879,172.322,668.44]
["19","99130280","电动夯实机","夯击能力20～62N.m","台班",null,{"v":27.16,"d":"27.160"}]
["20","99170020","钢筋切断机","直径40mm","台班",6.128,39.723,{"v":243.4,"d":"243.40"}]
["21","99170040","钢筋弯曲机","直径40mm","台班",14.774,24.188,357.34]
["22","99170060","钢筋镦头机","直径5mm","台班",0.255,46.866,11.95]
["23","99190850","螺栓套丝机","Φ39","台班",1.071,25.678,{"v":27.5,"d":"27.50"}]
["24","99210001","木工圆锯机","直径500mm","台班",0.285,24.636,7.03]
["25","99210060","木工单面压刨床","刨削宽度 600mm","台班",0.008,30.872,0.24]
["26","99230200","钢筋切割机","","台班",34.285,{"v":30.74,"d":"30.740"},1053.92]
["27","99250010","交流弧焊机","容量30kVA","台班",22.762,{"v":89.46,"d":"89.460"},{"v":2036.3,"d":"2036.30"}]
["28","99250020","交流弧焊机","容量32kVA","台班",1.571,82.166,129.07]
["29","99250040","交流弧焊机","容量42kVA","台班",{"v":1.31,"d":"1.310"},114.629,150.21]
["30","99250150","对焊机","容量75kVA","台班",4.098,105.796,433.59]
["31","99310030","洒水车","罐容量4000L","台班",{"v":0.71,"d":"0.710"},{"v":606.56,"d":"606.560"},{"v":430.6,"d":"430.60"}]
["32","99351250","百米钻机","XY-100","台班",174.215,{"v":262.2,"d":"262.200"},{"v":45679.1,"d":"45679.10"}]
["33","99430480","千斤顶","60T","台班",2.654,{"v":867.68,"d":"867.680"},2303.19]
["34","99440420","高压油泵","","台班",2.654,{"v":196.83,"d":"196.830"},522.47]
["35","99440690","高压泵","BW-250型","台班",{"v":66.55,"d":"66.550"},{"v":396.52,"d":"396.520"},26388.41]
["36","99450550","其他机械费","","元",3703.639,{"v":1,"d":"1.000"},3703.64]
["37","99450740","播种机","90kW","台班",0.097,{"v":736,"d":"736.000"},71.57]
["38","99450790","电焊条烘干箱","容积450×350×450","台班",0.157,16.017,2.52]
["39","99450810","电焊条烘干箱","容积600×500×750","台班",0.131,25.281,3.31]

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["承包人提供的主要材料和设备清单"]
["(招标阶段)"]
["工程名称：东岩山公园北侧宫保尚书祠旁地质灾害防治项目边坡工程",{"$nulls":3},"标段：",null,null,"第1页 共1页"]
["序号","名称、规格、型号","单位","数量","基准单价\n（元）","风险承包幅度(%)","招标控制价(或施工图预算)中的单价\n(元)","金额\n（元）","比例\n（%）"]
[]
["累计比例：",{"$nulls":7},{"v":0,"d":"0.00"}]