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{"sheet":"工程量清单","index":0,"n_rows":23,"n_cols":8,"rows_kept":23,"merged":[[0,0,0,7],[22,0,22,7],[23,1,23,6]]}
["东平县东平湖（水浒古镇至泰安港老湖码头段）生态防护林建设扩建项目-3m宽绿道专业分包-工程量清单"]
["序号","项目名称","项目特征","单位","工程数量","全费用综合单价","合计","备注"]
[1,"道路挖土方","路基土方开挖工作，土方就场地内用于回填消化，综合运距3km,须按照施工图设计要求标高进行","m3",{"v":1535,"d":"1535.00"}]
[2,"道路土方回填（含路肩土方回填、整形）","施工场地内土方装车、倒运、分层回填、分层碾压、碾压系数按施工图要求,综合运距3km，\n回填土方须按照施工图设计标高及要求进行","m3",{"v":2637,"d":"2637.00"}]
[3,"弃方","不适用土方场内倒运，包含装车、倒运,综合运距3km；","m3",{"v":632,"d":"632.00"}]
[4,"抛石挤淤","沟塘放水、毛石倒运、抛石,综合运距3km；","m3",{"v":325,"d":"325.00"},null,null,"毛石 甲供"]
[5,"底基层-30cm碎石","按施工图纸控制道路定位及标高、基层清理、基层碾压铺设、成品养护","m3",{"v":265,"d":"265.00"},null,null,"碎石 甲供"]
[6,"路基碾压","按施工图纸控制道路定位及标高、清表、基层清理、碾压，压实系数不小于0.93","m2",{"v":8325,"d":"8325.00"}]
[7,"路基处理-路床回填\n400mm厚3%石灰土分层回填，分层碾压。","按照施工图纸控制定位及标高、施工场地内挖取土、装车、倒运、回填，掺灰、翻拌、分层碾压、清理余土等，综合运距3km；","m3",{"v":3077,"d":"3077.00"},null,null,"生石灰甲供"]
[8,"路基处理-路床回填\n250mm厚6%石灰土分层回填，分层碾压。","按照施工图纸控制定位及标高、施工场地内挖取土、装车、倒运、回填，掺灰、翻拌、分层碾压、清理余土等，综合运距3km；","m3",{"v":1685,"d":"1685.00"},null,null,"生石灰甲供"]
[9,"路基处理-路床回填\n200mm厚9%石灰土分层回填，分层碾压。","按照施工图纸控制定位及标高、施工场地内挖取土、装车、倒运、回填，掺灰、翻拌、分层碾压、清理余土等，综合运距3km；","m3",{"v":1210,"d":"1210.00"},null,null,"生石灰甲供"]
[10,"石灰的消解、运输","挖坑、浇水、消解、运输至施工部位，综合运距3km；，","吨",{"v":508,"d":"508.00"},null,null,"生石灰甲供"]
[11,"路牙铺设","1.600*120*80自然面青石道牙\n2.20厚1:2.5水泥砂浆           \n3.材料倒运，综合运距3km；","m",{"v":3027,"d":"3027.00"},null,null,"路牙\n甲供"]
[12,"路牙基础垫层","1.150厚C20混凝土卧牢\n2.商品混凝土","m3",{"v":103,"d":"103.00"},null,null,"包工包料"]
[13,"上基层16cm厚骨架密实型水泥稳定碎石（水泥碎石配合比为5：95，分铺筑压实）","按施工图纸控制道路定位及标高、基层清理、基层碾压铺设、成品养护","m2",{"v":4302,"d":"4302.00"},null,null,"包工包料"]
[14,"下基层16cm厚骨架密实型水泥稳定碎石（水泥碎石配合比为5：95，分铺筑压实）","按施工图纸控制道路定位及标高、基层清理、基层碾压铺设、成品养护","m2",{"v":4742,"d":"4742.00"},null,null,"包工包料"]
[15,"乳化沥青封层-0.6cmSBS改性乳化沥青封层（不计厚度）","控制道路定位及标高、基层清理、喷洒型乳化沥青、成品养护","m2",{"v":4302,"d":"4302.00"},null,null,"包工包料"]
[16,"透层油-慢裂型乳化沥青PC-2","控制道路定位及标高、基层清理、喷洒型乳化沥青、成品养护","m2",{"v":4302,"d":"4302.00"},null,null,"包工包料"]
[17,"下面层60mm厚中粒式沥青混凝土AC-16","控制道路定位及标高、基层清理、中粒沥青路面摊铺、成品养护","m2",{"v":4302,"d":"4302.00"},null,null,"包工包料"]
[18,"粘层油-：PC-3型改性乳化沥青","控制道路定位及标高、基层清理、喷洒乳化沥青、养护","m2",{"v":4302,"d":"4302.00"},null,null,"包工包料"]
[19,"上面层40mm厚细粒式彩色改性沥青混凝土AC-10","控制道路定位及标高、基层清理、细粒沥青路面摊铺、成品养护","m2",{"v":4302,"d":"4302.00"},null,null,"包工包料"]
[20,"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，其组成包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装卸费、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、脚手架、支架、安全文明（包含标识标牌的制作、购买及安装，绿网的覆盖，现场安全人员管理）、施工排水、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。\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、以上报价按9%的增值税税金报价，签订合同时按实际税点调整合同单价。最终结算按照实际开票税率进行调整税差。\n4、结算工程量以最终结算为准。"]