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{"sheet":"招标清单（1标段）","index":0,"n_rows":25,"n_cols":8,"rows_kept":25,"merged":[[0,0,0,7],[24,0,24,7],[25,1,25,6]]}
["东平县东平湖（水浒古镇至泰安港老湖码头段）生态防护林建设项目4.5m宽绿道专业分包工程工程量清单（一标段）（K0+000至K4+700）"]
["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",{"$f":"12130/7900*4300","v":{"v":6602.405063291139,"d":"6602.41"}}]
[2,"道路土方回填（含路肩土方回填、整形）","施工场地内土方装车、倒运、分层回填、分层碾压、碾压系数按施工图要求,综合运距3km，\n回填土方须按照施工图设计标高及要求进行","m3",{"$f":"20839.67/7900*4300","v":{"v":11343.11151898734,"d":"11343.11"}}]
[3,"弃方","不适用土方场内倒运，包含装车、倒运,综合运距3km；","m3",{"$f":"5000/7900*4300","v":{"v":2721.518987341772,"d":"2721.52"}}]
[4,"抛石挤淤","沟塘放水、毛石倒运、抛石,综合运距3km；","m3",{"$f":"800*8*0.4/7900*4300","v":{"v":1393.4177215189873,"d":"1393.42"}},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",{"$f":"1000*7*0.3/7900*4300","v":{"v":1143.0379746835442,"d":"1143.04"}},null,null,"碎石 甲供"]
[6,"路基碾压","按施工图纸控制道路定位及标高、清表、基层清理、碾压，压实系数不小于0.93","m2",{"$f":"65765.205/7900*4300","v":{"v":35796.25082278481,"d":"35796.25"}}]
[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",{"$f":"24313.197/7900*4300","v":{"v":13233.765455696202,"d":"13233.77"}},null,null,"生石灰甲供"]
[8,"路基处理-路床回填\n250mm厚6%石灰土分层回填，分层碾压。","按照施工图纸控制定位及标高、施工场地内挖取土、装车、倒运、回填，掺灰、翻拌、分层碾压、清理余土等，综合运距3km；","m3",{"$f":"13312.4718/7900*4300","v":{"v":7246.02895443038,"d":"7246.03"}},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",{"$f":"9565.848/7900*4300","v":{"v":5206.727392405062,"d":"5206.73"}},null,null,"生石灰甲供"]
[10,"石灰的消解、运输","挖坑、浇水、消解、运输至施工部位，综合运距3km；，","吨",{"$f":"4017.9/7900*4300","v":{"v":2186.9582278481016,"d":"2186.96"}},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",{"$f":"15943.08/7900*4300","v":{"v":8677.878987341772,"d":"8677.88"}},null,null,"路牙\n甲供"]
[12,"路牙基础垫层","1.150厚C20混凝土卧牢\n2.商品混凝土","m3",{"$f":"542.06472/7900*4300","v":{"v":295.04788556962023,"d":"295.05"}}]
[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",{"$f":"(22988.1+11000.73)/7900*4300","v":{"v":18500.249240506328,"d":"18500.25"}}]
[14,"下基层16cm厚骨架密实型水泥稳定碎石（水泥碎石配合比为5：95，分铺筑压实）","按施工图纸控制道路定位及标高、基层清理、基层碾压铺设、成品养护","m2",{"$f":"37466.24/7900*4300","v":{"v":20393.016708860756,"d":"20393.02"}}]
[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",{"$f":"(22988.1+11000.73)/7900*4300","v":{"v":18500.249240506328,"d":"18500.25"}}]
[16,"透层油-慢裂型乳化沥青PC-2","控制道路定位及标高、基层清理、喷洒型乳化沥青、成品养护","m2",{"$f":"(22988.1+11000.73)/7900*4300","v":{"v":18500.249240506328,"d":"18500.25"}}]
[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",{"$f":"(22988.1+11000.73)/7900*4300","v":{"v":18500.249240506328,"d":"18500.25"}}]
[18,"上面层40mm厚细粒式改性沥青混凝土AC-10（SBS改性剂4.5％～6.5％）沥青路面宽度288cm","控制道路定位及标高、基层清理、细粒沥青路面摊铺（含切割损耗）成品养护","m2",{"$f":"22988.1/7900*4300","v":{"v":12512.510126582278,"d":"12512.51"}}]
[19,"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",{"$f":"(22988.1+11000.73)/7900*4300","v":{"v":18500.249240506328,"d":"18500.25"}}]
[20,"上面层40mm厚细粒式红色改性沥青混凝土AC-10，红色沥青路面宽度138cm","控制道路定位及标高、基层清理、细粒沥青路面摊铺、成品养护","m2",{"$f":"11000.73/7900*4300","v":{"v":5987.73911392405,"d":"5987.74"}}]
[21,"陶瓷颗粒防滑路面","道路基层的清理；基层底涂的处理(用橡胶刮板均匀刮铺沥固PU801聚氨酯胶水，每平米用量1.5-1.8kg/m2)；抛撒红色陶瓷彩砂（5-6kg/㎡，且抛洒的陶瓷彩砂颗粒要控制在φ1-3mm）；收砂","m2",{"$f":"800/7900*4300","v":{"v":435.44303797468353,"d":"435.44"}}]
[22,"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。"]

{"sheet":"招标清单(2标段）","index":1,"n_rows":25,"n_cols":8,"rows_kept":25,"merged":[[0,0,0,7],[24,0,24,7],[25,1,25,6]]}
["东平县东平湖（水浒古镇至泰安港老湖码头段）生态防护林建设项目4.5m宽绿道专业分包工程工程量清单（二标段）K4+700至K9+000"]
["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",{"$f":"12130/7900*3600","v":{"v":5527.59493670886,"d":"5527.59"}}]
[2,"道路土方回填（含路肩土方回填、整形）","施工场地内土方装车、倒运、分层回填、分层碾压、碾压系数按施工图要求,综合运距3km，\n回填土方须按照施工图设计标高及要求进行","m3",{"$f":"20839.67/7900*3600","v":{"v":9496.55848101266,"d":"9496.56"}}]
[3,"弃方","不适用土方场内倒运，包含装车、倒运,综合运距3km；","m3",{"$f":"5000/7900*3600","v":{"v":2278.48101265823,"d":"2278.48"}}]
[4,"抛石挤淤","沟塘放水、毛石倒运、抛石,综合运距3km；","m3",{"$f":"800*8*0.4/7900*3600","v":{"v":1166.58227848101,"d":"1166.58"}},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",{"$f":"1000*7*0.3/7900*3600","v":{"v":956.962025316456,"d":"956.96"}},null,null,"碎石 甲供"]
[6,"路基碾压","按施工图纸控制道路定位及标高、清表、基层清理、碾压，压实系数不小于0.93","m2",{"$f":"65765.205/7900*3600","v":{"v":29968.9541772152,"d":"29968.95"}}]
[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",{"$f":"24313.197/7900*3600","v":{"v":11079.4315443038,"d":"11079.43"}},null,null,"生石灰甲供"]
[8,"路基处理-路床回填\n250mm厚6%石灰土分层回填，分层碾压。","按照施工图纸控制定位及标高、施工场地内挖取土、装车、倒运、回填，掺灰、翻拌、分层碾压、清理余土等，综合运距3km；","m3",{"$f":"13312.4718/7900*3600","v":{"v":6066.44284556962,"d":"6066.44"}},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",{"$f":"9565.848/7900*3600","v":{"v":4359.12060759494,"d":"4359.12"}},null,null,"生石灰甲供"]
[10,"石灰的消解、运输","挖坑、浇水、消解、运输至施工部位，综合运距3km；，","吨",{"$f":"4017.9/7900*3600","v":{"v":1830.9417721519,"d":"1830.94"}},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",{"$f":"15943.08/7900*3600","v":{"v":7265.20101265823,"d":"7265.20"}},null,null,"路牙\n甲供"]
[12,"路牙基础垫层","1.150厚C20混凝土卧牢\n2.商品混凝土","m3",{"$f":"542.06472/7900*3600","v":{"v":247.01683443038,"d":"247.02"}}]
[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",{"$f":"(22988.1+11000.73)/7900*3600","v":{"v":15488.5807594937,"d":"15488.58"}}]
[14,"下基层16cm厚骨架密实型水泥稳定碎石（水泥碎石配合比为5：95，分铺筑压实）","按施工图纸控制道路定位及标高、基层清理、基层碾压铺设、成品养护","m2",{"$f":"37466.24/7900*3600","v":{"v":17073.2232911392,"d":"17073.22"}}]
[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":15488.5807594937,"d":"15488.58"}]
[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":15488.5807594937,"d":"15488.58"}]
[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":15488.5807594937,"d":"15488.58"}]
[18,"上面层40mm厚细粒式改性沥青混凝土AC-10（SBS改性剂4.5％～6.5％）沥青路面宽度288cm","控制道路定位及标高、基层清理、细粒沥青路面摊铺（含切割损耗）成品养护","m2",{"$f":"22988.1/7900*3600","v":{"v":10475.5898734177,"d":"10475.59"}}]
[19,"粘层油-：PC-3型改性乳化沥青","控制道路定位及标高、基层清理、喷洒乳化沥青、养护","m2",{"$f":"(22988.1+11000.73)/7900*3600","v":{"v":15488.5807594937,"d":"15488.58"}}]
[20,"上面层40mm厚细粒式红色改性沥青混凝土AC-10，红色沥青路面宽度138cm","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",{"$f":"11000.73/7900*3600","v":{"v":5012.99088607595,"d":"5012.99"}}]
[21,"陶瓷颗粒防滑路面","道路基层的清理；基层底涂的处理(用橡胶刮板均匀刮铺沥固PU801聚氨酯胶水，每平米用量1.5-1.8kg/m2)；抛撒红色陶瓷彩砂（5-6kg/㎡，且抛洒的陶瓷彩砂颗粒要控制在φ1-3mm）；收砂","m2",{"$f":"800/7900*3600","v":{"v":364.556962025316,"d":"364.56"}}]
[22,"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。"]