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[17,"挖一般土方","1、土壤类别：渣土\n2、挖土深度：0.8m \n3、其它：详见施工图","m3","323.99",null,null,{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[18,"石灰、碎石、土","1、填方材料品种：就地取材，粒径<3cm，含土量>82%，密实度≮92%\n2、厚度：40cm\n3、其它：详见施工图","m2","237.96",null,null,{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},"材料甲供"]
[19,"碎石垫层","1、垫层材料种类、配合比、厚度：100厚碎石垫层\n2、其它：详见施工图","m3","25.54",null,null,{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},"碎石甲供"]
[20,"C20砼垫层","1、混凝土强度等级：100厚C20砼\n2、其它：详见施工图","m3","25.54",null,null,{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},"混凝土甲供"]
[21,"零星砌砖","1、零星砌砖名称、部位：栏杆基础\n2、砖品种、规格、强度等级：MU10标准装\n3、砂浆强度等级、配合比：M5水泥砂浆\n4、其它：详见施工图","m3","20.26",null,null,{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[22,"扶手、压顶","1、断面尺寸：240*150\n2、混凝土强度等级：C20细石砼\n3、其它：详见施工图","m3","6.12",null,null,{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},"混凝土甲供"]
[23,"零星项目一般抹灰","1、面层厚度、砂浆配合比：20厚防水水泥砂浆\n2、分格缝宽度、材料种类：  \n3、其它：详见施工图","m2","103.82",null,null,{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
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[25,"600*300*60厚芝麻黑压顶，荔枝面（压顶)","1、基层类型、部位：压顶\n2、面层材料品种、规格、颜色：600*300*60厚芝麻黑压顶，荔枝面，30厚1：3干硬性水泥砂 \n3、磨光、酸洗、打蜡要求： \n4、其它：详见施工图","m2","35.19",null,null,{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},"石材甲供"]
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[null,"石笼"]
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[4,"碎石垫层","1、垫层材料种类、配合比、厚度：100厚碎石垫层\n2、其它：详见施工图","m3","6.3",null,null,{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},"碎石甲供"]
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[null,"临水台阶、铺装、挡墙、汀步、"]
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[12,"C30砼，扶手、压顶","1、断面尺寸：500*150\n2、混凝土强度等级：C30砼\n3、其它：详见施工图","m3","2.1",null,null,{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},"混凝土甲供"]
[13,"现浇构件钢筋","1、钢筋种类、规格：8@150\n2、详见施工图纸","t","0.113",null,null,{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
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[18,"挖沟槽土方","1、土壤类别：渣土\n2、挖土深度：1.0m","m3","96.22",null,null,{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[19,"C20砼垫层","1、混凝土强度等级：300厚C20砼\n2、其它：详见施工图","m3",{"v":84.9,"d":"84.90"},null,null,{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},"混凝土甲供"]
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[24,"满堂基础","1、垫层材料种类、配合比、厚度：300厚M2.5毛石基础  灌浆\n2、其它：详见施工图","m3","2.48",null,null,{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},"毛石甲供"]
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[27,"现浇构件钢筋","1、钢筋种类、规格：φ12mm\n2、其它：详见施工图","t","0.36",null,null,{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[28,"地面墙面斩假石装饰抹灰","1、类型：跨沟桥面\n2、面层厚度、砂浆配合比：30厚C20细石砼，斩假石\n3、分格缝宽度、材料种类：15mm凹5mm,水泥砂浆勾缝\n4、其它：详见施工图","m2","10.66",null,null,{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[29,"零星项目装饰抹灰","1、基层类型、部位：桥板侧面\n2、装饰面材料种类：斩假石饰面\n3、其它：详见施工图","m2","1.1",null,null,{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[30,"两侧挡墙","1、石料种类、规格：200*150*（400-600）料石\n2、石表面加工要求：毛石打荒\n3、勾缝要求：平缝","m3","0.21",null,null,{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},"毛石甲供"]
[31,"墙面勾缝","水泥砂浆勾缝 石墙勾平缝","m2","3.8",null,null,{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[32,"挖沟槽土方","1、土壤类别：渣土\n2、挖土深度：1.5m","m3","48.3",null,null,{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[33,"垫层","1、垫层材料种类、配合比、厚度：现场石渣土（粒径15cm）掺30%黏土\n2、厚度：两层碾压，压实厚度50cm/层，压实系数>92% \n3、其它：详见施工图","m3","32.2",null,null,{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},"材料甲供"]
[34,"垫层","1、垫层材料种类、配合比、厚度：M2.5毛石基础  灌浆","m3","7.07",null,null,{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},"毛石甲供"]
[35,"满堂基础","1、混凝土强度等级：C30砼\n2、其它：详见施工图","m3",5.92,null,null,{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},"混凝土甲供"]
[36,"直形墙","1、混凝土强度等级：C30砼\n2、其它：详见施工图","m3",{"v":3.6,"d":"3.60"},null,null,{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},"混凝土甲供"]
[37,"矩形梁","1、混凝土强度等级：C30砼\n2、其它：详见施工图","m3",0.79,null,null,{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},"混凝土甲供"]
[38,"有梁板","1、混凝土强度等级：C30砼\n2、其它：详见施工图","m3",4.86,null,null,{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},"混凝土甲供"]
[39,"现浇构件钢筋","1、钢筋种类、规格：φ8@150双层双向配筋","t","0.58",null,null,{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
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[null," 翰景墙（YS-40.1）"]
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[null," 断崖蓄水（YS-24.1）"]
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[33,"扶手、压顶","1、断面尺寸：500*200\n2、混凝土强度等级：C20砼\n3、其它：详见施工图","m3","1.5",null,null,{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},"混凝土甲供"]
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[null,"地面原土打底夯",null,"m2",{"v":40,"d":"40.00"},null,null,{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
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["独","模板"]
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[null,"合计：",{"$nulls":7},{"v":0,"d":"0.00"}]
["1、全费用单价其组成包括人工费、材料费、机械使用费、机械进出场费、管理费、利润、风险（包含在利润中）、规费、税金、安全文明施工、施工降排水、夜间照明、防尘、施工便道等措施费用。\n2、报价单位现场管理及施工人员的食宿费、办公费、生活生产水电费、保险费等由投标人根据单位情况自行考虑在管理费中。\n3、结算量以甲方现场负责人、成本专员、施工员联签的现场计量按实际发生数量计算，最终结算以甲方审计监察部审计后金额为准。\n4、表格公式里税金按9%计入为不可竞争费用。\n5、中标单位进场施工后工程款支付时乙方需根据甲方要求开具等额的9%税率的增值税专项发票，否则不予支付工程款。\n6、清单做法描述有不详尽之处具体以图纸描述为准且费用包含在报价全费用单价中。\n7、清单未备注说明项的主、辅材费用均由乙方提供。"]

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