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["2023年“C”项目栏杆分部分项工程量清单与报价表"]
["序号","项目名称","项目特征描述","计量\r\n单位","工程量",null,"限价（元）",null,null,"投标报价"]
[{"$nulls":6},"综合单价","合价",null,"税前综合单价组成（元）",null,null,"税前综合单价\nd=a+b+c","税金（9%）\ne=d*9%","含税全费用综合单价\nf=d+e","含税合价"]
[{"$nulls":9},"人工单价\n(a)","材料单价\n(b)","综合费（管理费、利润等）\nc=(a+b)*费率"]
[" ","栏杆"," "," "," ",null," "," ",{"$nulls":7}," "]
[1,"仿木栏杆1（方形）","1、栏杆规格：立柱1230*150*150 GRC仿木柱。斜撑采用60*60GRC仿木\n2、安装间距：1.8m  3、扶手类型规格：100*80GRC仿木 基础由其余单位施工，投标单位仅负责预埋以及上部结构4、具体做法详见设计。","m",500,null,280,{"$f":"E6*G6","v":140000},{"$nulls":3},{"$f":"(J6+K6)*0%","v":0},{"$f":"J6+K6+L6","v":0},{"$f":"M6*0.09","v":0},{"$f":"M6+N6","v":0},{"$f":"E6*O6","v":0}]
[2,"仿木栏杆2（树枝形）","1、栏杆规格：立柱高度1.2m φ120 仿木\n2、安装间距：1.8m  3、扶手类型规格：φ120 基础由其余单位施工，投标单位仅负责预埋以及上部结构 4、具体做法详设计。","m",750,null,300,{"$f":"E7*G7","v":225000},{"$nulls":3},{"$f":"(J7+K7)*0%","v":0},{"$f":"J7+K7+L7","v":0},{"$f":"M7*0.09","v":0},{"$f":"M7+N7","v":0},{"$f":"E7*O7","v":0}]
[3,"绳索护栏","1、栏杆规格：钢管立柱1：165*8*1028，钢管立柱二：165*8*1366，钢管立柱三：140*4.5*2290，钢丝绳采用φ18*1000，基础由其余单位施工，投标单位仅负责预埋以及上部结构。2、具体做法详见施工图纸","m",{"$f":"2600*0.6","v":1560},null,210,{"$f":"E8*G8","v":327600},{"$nulls":3},{"$f":"(J8+K8)*0%","v":0},{"$f":"J8+K8+L8","v":0},{"$f":"M8*0.09","v":0},{"$f":"M8+N8","v":0},{"$f":"E8*O8","v":0}]
[4,"绳索护栏（法兰盘及斜撑）","1、斜撑规格：165*8*1366，加劲法兰盘规格：300*32*1455，底座法兰盘300*6*1178，地脚螺栓采用φ38，具体做法详见设计。","个",85,null,700,{"$f":"E9*G9","v":59500},{"$nulls":3},0,0,0,0,{"$f":"E9*O9","v":0}]
["合　　计",{"$nulls":6},{"$f":"SUM(H6:I9)","v":752100},{"$nulls":7},{"$f":"SUM(P6:Q9)","v":0}]
["报价说明：1、施工单位须按提供的报价格式要求及公式填报价格明细，未按提供格式填报价格明细、所报总价高于最高限价的均为无效报价，采购人不予接受。同时在工程量清单中公布最高全费用单价限价，施工班组的全费用综合单价也不得超过综合单价限价，否则，采购人将不予以接受。2、“人工单价（a）”是指完成本清单项每单位工程量所需的所有人工费用，“材料单价（b）”是指完成本清单项每单位工程量所需的材料费用，注明主材为甲供的清单项“材料单价（b）”一栏可填写为0，或仅报辅材材料价；"]
[{"$nulls":10},"报价单位："]
[{"$nulls":10},"法人或委托代理人及电话："]
[{"$nulls":10},"时间："]