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["工程量清单"]
["项目名称：东平县东平湖（水浒古镇至泰安港老湖码头段）生态防护林建设项目驳岸专业分包工程"]
["序号","项目名称","项目特征","工作内容","单位","工程数量","全费用综合单价（元）","合计（元）","备注"]
[null,null,"新建毛石驳岸"]
[1,"挖沟槽土方","1.土壤类别：土\n2.不装车，堆置于工作面以外整平","放坡、挖沟槽（坑）土方、坑槽余土清理，边坡修整等","m3",{"$f":"100*4.2","v":{"v":420,"d":"420.00"}}]
[2,"回填夯填土方","1.填方来源：场内取土\n2.夯实系数：不小于0.93","场内运输平衡、回填、找平、夯实等","m3",{"$f":"100*(4.2-2.43)","v":{"v":177,"d":"177.00"}}]
[3,"素土夯实","1.土壤类别：土\n2.夯实系数：不小于0.93","碎土、洒水、打夯、平整","m2",{"$f":"100*3.02","v":{"v":302,"d":"302.00"}}]
[4,"混凝土垫层","1.混凝土强度：700厚C20\n2.混凝土种类：商品混凝土\n3.完成面标高误差1cm以内；     ","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",{"$f":"100*1.5","v":{"v":150,"d":"150.00"}},null,null,"混凝土甲供"]
[5,"模板","1.按接触面积计算。","模板、支撑材料费及安装、拆卸、周转全部费用；","m2",{"$f":"100*1.1","v":{"v":110.00000000000001,"d":"110.00"}},null,null,"包工包料"]
[6,"毛石挡墙","1.石料种类：毛石\n2.砂浆种类：M10水泥砂浆\n3.安装排水管、砾石包\n4.详见图纸","放样、选石、运石,调制、运输砂浆,堆砌、勾缝、清理、养护、安装排水管等","m3",{"$f":"100*3.56","v":{"v":356,"d":"356.00"}},null,null,"包工包料"]
[7,"石材墙面","1.面层：20厚自然面片石贴面\n2.结合层：20厚1:3干硬性水泥砂浆","放线、清理基层、调运砂浆、刷素水泥浆、锯板磨边、铺贴块料、扫缝、清理净面","m2",{"$f":"100*0.9","v":{"v":90,"d":"90.00"}},null,null,"包工包料（自然面片石甲供）"]
[8,"石材地面","1.面层：600*150*80厚自然面条石收边\n2.结合层：20厚1:3干硬性水泥砂浆","放线、清理基层、调运砂浆、刷素水泥浆、锯板磨边、铺贴块料、扫缝、清理净面","m2",{"v":156,"d":"156.00"},null,null,"包工包料（自然面条石甲供）"]
[null,null,"原驳岸处理"]
[1,"石材墙面","1.面层：20厚自然面片石贴面\n2.结合层：20厚1:3干硬性水泥砂浆","放线、清理基层、调运砂浆、刷素水泥浆、锯板磨边、铺贴块料、扫缝、清理净面","m2",{"v":100,"d":"100.00"},null,null,"包工包料（自然面片石甲供）"]
[2,"石材地面","1.面层：600*150*80厚自然面条石收边\n2.结合层：20厚1:3干硬性水泥砂浆","放线、清理基层、调运砂浆、刷素水泥浆、锯板磨边、铺贴块料、扫缝、清理净面","m2",{"v":156,"d":"156.00"},null,null,"包工包料（自然面条石甲供）"]
[null,null,"石笼网驳岸1m*0.5m"]
[1,"挖沟槽土方","1.土壤类别：土\n2.不装车，堆置于工作面以外整平","放坡、挖沟槽（坑）土方、坑槽余土清理，边坡修整等","m3",{"$f":"6000*1.2*0.9","v":{"v":6480,"d":"6480.00"}}]
[2,"回填夯填土方","1.填方来源：场内取土\n2.夯实系数：不小于0.93","场内运输平衡、回填、找平、夯实等","m3",{"v":5000,"d":"5000.00"}]
[3,"素土夯实","1.土壤类别：土\n2.夯实系数：不小于0.93","碎土、洒水、打夯、平整","m2",{"$f":"6000*1.2","v":{"v":7200,"d":"7200.00"}}]
[4,"片石抛填","1.石料种类：片石、块径100-200\n2.厚度：300厚","基层清理、抛填片石、整平、碾压等","m3",{"$f":"F19*0.3","v":{"v":2160,"d":"2160.00"}},null,null,"毛石甲供"]
[5,"混凝土垫层","1.混凝土强度：100厚C20\n2.混凝土种类：商品混凝土\n3.完成面标高误差1cm以内；     ","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",{"$f":"6000*0.1*1","v":{"v":600,"d":"600.00"}},null,null,"混凝土甲供"]
[6,"模板","1.按接触面积计算。","模板、支撑材料费及安装、拆卸、周转全部费用；","m2",{"$f":"6000*0.1*2","v":{"v":1200,"d":"1200.00"}},null,null,"包工包料"]
[7,"钢筋混凝土带型基础","1.混凝土强度：150厚C30\n2.混凝土种类：商品混凝土\n3.完成面标高误差1cm以内；     ","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",{"$f":"6000*0.15*0.8","v":{"v":720,"d":"720.00"}},null,null,"混凝土甲供"]
[8,"现浇钢筋","1.钢筋种类:圆钢\n2.钢筋规格:φ12","钢筋制作、场内运输、绑扎、安装、焊接、拼装等","t",{"$f":"ROUND(24*6000*0.8*0.888/1000,3)","v":{"v":102.298,"d":"102.30"}},null,null,"钢筋甲供"]
[9,"模板","1.按接触面积计算。","模板、支撑材料费及安装、拆卸、周转全部费用；","m2",{"$f":"6000*0.15*2","v":{"v":1800,"d":"1800.00"}},null,null,"包工包料"]
[10,"石笼墙","1.500*1000铁丝笼\n2.内装粒径≥300mm块石\n3.铁丝笼网孔直径80*100mm，丝径3mm\n4.详见图纸","放样、铁丝笼拼装、安放.运输、制作、搭接、固定、选石、运石、装石、吊装，安放等","m3",{"$f":"6000*1*0.5","v":{"v":3000,"d":"3000.00"}},null,null,"包工包料"]
[11,"毛片石压带","1.石料种类：片石，块径200-400\n2.处理宽度：6m","基层清理、抛石、整理、固定等","t",{"v":21600,"d":"21600.00"},null,null,"毛石甲供"]
[12,"抛石压脚","1.石料种类：片石，块径600-800\n2.处理宽度：单排块石","基层清理、抛石、整理、固定等","t",{"v":6000,"d":"6000.00"},null,null,"毛石甲供"]
[null,null,"管涵八字墙"]
[1,"挖土方","1.土壤类别：土\n2.不装车，堆置于工作面以外整平","放坡、挖土方、坑槽余土清理，边坡修整等","m3",{"v":35,"d":"35.00"}]
[2,"回填夯填土方","1.填方来源：场内取土\n2.夯实系数：不小于0.93","场内运输平衡、回填、找平、夯实等","m3",{"v":50,"d":"50.00"}]
[3,"素土夯实","1.土壤类别：土\n2.夯实系数：不小于0.93","碎土、洒水、打夯、平整","m2",{"v":35,"d":"35.00"}]
[4,"毛石挡墙","1.石料种类：毛石\n2.砂浆种类：M10水泥砂浆\n3.详见图纸","放样、选石、运石,调制、运输砂浆,堆砌、勾缝、清理、养护等","m3",{"v":50,"d":"50.00"},null,null,"包工包料"]
[null,"合计"]
["1、全费用综合单价包含完成分部分项工程项目的全部费用价格（税金按9%考虑），其组成包括但不限于人工费（包括人员加班工资、差旅及窝工费、承包人供应材料保管费等）、材料费、材料运输、卸车及二次搬运费、二次或者多次进出场费、已完工项目成品保护措施费、机械使用费及进出场安拆费、耗材费、试验及工程检测费用、管理费、利润、风险、规费、税金以及夜间照明、防尘、施工便道修筑、脚手架、支架、安全文明以及其它为完成本工程所需的施工技术措施费用、各环节满足国家施工规范和地方政府（或行业主管部门）有关的安全生产（标识标牌的制作、购买及安装，绿网的覆盖，现场安全人员管理）、施工降排水、边坡围护、赶工等措施费用。交叉施工影响及配合费用，施工人员的食宿费、劳保费用、办公费、生活生产水电费、保险费也包含在报价里，合同执行中综合单价不调整。\n2、结算量以招标人现场负责人、成本专员、施工员联签的现场计量工程量计算，最终结算以公司内审部审计后金额为准\n3、清单计量规格实行《2013年工程量清单计量规范》\n4、验收规范：满足设计及相关现行规范要求"]