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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-彩色、透水混凝土专业分包工程"]
["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"]
["一","2m园路"]
[1,"面层密封处理","1.双丙聚氨酯密封处理（固体成份＞40%，进口固化剂）\n2.按符合图纸要求的合格施工内容，以设计图示净面积计量","涂覆封闭剂密封处理、成品维护等、清理场地、成品维护","m2",9635.1,null,null,"包工包料"]
[2,"彩色混凝土面层","1.面层：30mm厚C25橘色细石混凝土面层\n2.分仓跳格施工\n3.按符合图纸要求的合格施工内容，以设计图示净面积计量","清理基层、放样、拌合、运输、人工入模摊铺、振捣夯实、整平、养护、切伸缩缝及嵌缝、成品维护","m2",9635.1,null,null,"包工包料"]
[3,"砼基层","1.基层：150mm厚 C25混凝土垫层\n2.分仓跳格施工\n3.模板制作安装\n4.按符合图纸要求的合格施工内容，以设计图示净面积计量","清理基层、放样、拌合、运输、人工入模摊铺、振捣夯实、整平、养护、凿毛面处理、成品维护","m2",9635.1,null,null,"混凝土甲供"]
["二","2.5m园路"]
[1,"面层密封处理","1.双丙聚氨酯密封处理（固体成份＞40%，进口固化剂）\n2.按符合图纸要求的合格施工内容，以设计图示净面积计量","涂覆封闭剂密封处理、成品维护等、清理场地、成品维护","m2",610.23,null,null,"包工包料"]
[2,"彩色混凝土面层","1.面层：30mm厚C25橘色细石混凝土面层\n2.分仓跳格施工\n3.按符合图纸要求的合格施工内容，以设计图示净面积计量","清理基层、放样、拌合、运输、人工入模摊铺、振捣夯实、整平、养护、切伸缩缝及嵌缝、成品维护","m2",610.23,null,null,"包工包料"]
[3,"砼基层","1.基层：150mm厚 C25混凝土垫层\n2.分仓跳格施工\n3.模板制作安装\n4.按符合图纸要求的合格施工内容，以设计图示净面积计量","清理基层、放样、拌合、运输、人工入模摊铺、振捣夯实、整平、养护、凿毛面处理、成品维护","m2",610.23,null,null,"混凝土甲供"]
[4,"路牙铺设","1.160*5mm厚不锈钢304挡板\n2.长Φ8mm钢筋固定 @ 600mm\n3.按符合图纸要求的合格施工内容，以延长米计量","完成图纸所示的全部工作内容","m",488.18,null,null,"304不锈钢板甲供，其余辅材乙供"]
["三","平台"]
[1,"面层密封处理","1.双丙聚氨酯密封处理（固体成份＞40%，进口固化剂）\n2.按符合图纸要求的合格施工内容，以设计图示净面积计量","涂覆封闭剂密封处理、成品维护等、清理场地、成品维护","m2",{"$f":"90+99.12+120+185+119+86.3+120","v":819.42},null,null,"包工包料"]
[2,"彩色强固透水砼面层","1.50mm厚6mm粒径C25浅灰色强固透水混凝土（按4-6米分仓跳格浇筑\n2.按符合图纸要求的合格施工内容，以设计图示净面积计量","清理基层、放样、拌合、运输、人工入模摊铺、振捣夯实、整平、养护、切伸缩缝及嵌缝、成品维护","m2",819.42,null,null,"包工包料"]
[3,"透水砼基层","1.130mm厚10mm粒径C25素色透水混凝土基层（按4-6米分仓跳格浇筑）\n2.按符合图纸要求的合格施工内容，以设计图示净面积计量","清理基层、放样、找平、立模、拌合、运输、人工入模摊铺、振捣夯实、整平、养护、成品维护","m2",819.42,null,null,"包工包料"]
[4,"平台-收边","1.600*300*80mm厚自然面条石收边\n2.30mm厚1:3干硬性水泥砂浆\n3.C25混凝土垫层卧牢                           \n4.材料倒运，综合运距3km\n5.按符合图纸要求的合格施工内容，以延长米计量","面层铺设、找平、扫缝、勾缝、材料场内运输等","m",393.6,null,null,"石材甲供，混凝土及其余辅材乙供"]
["四","平台"]
[1,"面层密封处理","1.双丙聚氨酯密封处理（固体成份＞40%，进口固化剂）\n2.按符合图纸要求的合格施工内容，以设计图示净面积计量","涂覆封闭剂密封处理、成品维护等、清理场地、成品维护","m2",{"$f":"73.33+81.96+128.47+104.83+56.3","v":444.89},null,null,"包工包料"]
[2,"彩色强固透水砼面层","1.50mm厚6mm粒径C25彩色强固透水混凝土（按4-6米分仓跳格浇筑（蓝色、黄色、天蓝色、红色），具体部位详见施工图\n2.按符合图纸要求的合格施工内容，以设计图示净面积计量","清理基层、放样、拌合、运输、人工入模摊铺、振捣夯实、整平、养护、切伸缩缝及嵌缝、成品维护","m2",444.89,null,null,"包工包料"]
[3,"透水砼基层","1.130mm厚10mm粒径C25素色透水混凝土基层（按4-6米分仓跳格浇筑）\n2.按符合图纸要求的合格施工内容，以设计图示净面积计量","清理基层、放样、找平、立模、拌合、运输、人工入模摊铺、振捣夯实、整平、养护、成品维护","m2",444.89,null,null,"包工包料"]
[4,"路牙铺设","1.600*120*80厚自然面青石道牙\n2.20mm厚1:2.5水泥砂浆\n3.C25混凝土垫层卧牢                           \n4.材料倒运，综合运距3km；\n5.按符合图纸要求的合格施工内容，以延长米计量","面层铺设、找平、扫缝、勾缝、材料场内运输等","m",{"$f":"62.03+41.84+52.45+47.73+20","v":224.04999999999998},null,null,"石材甲供，混凝土及其余辅材乙供"]
["五","广场"]
[1,"面层密封处理","1.双丙聚氨酯密封处理（固体成份＞40%，进口固化剂）\n2.按符合图纸要求的合格施工内容，以设计图示净面积计量","涂覆封闭剂密封处理、成品维护等、清理场地、成品维护","m2",{"$f":"941.29+196.36+827.13+1243.97+1322.26+1720.89+962.11+1339.85+490.94+217.93","v":9262.730000000001},null,null,"包工包料"]
[2,"彩色强固透水砼面层","1.50mm厚6mm粒径C25彩色强固透水混凝土（按4-6米分仓跳格浇筑（蓝色、黄色、天蓝色、红色），具体部位详见施工图；\n2.按符合图纸要求的合格施工内容，以设计图示净面积计量","清理基层、放样、拌合、运输、人工入模摊铺、振捣夯实、整平、养护、切伸缩缝及嵌缝、成品维护","m2",9262.730000000001,null,null,"包工包料"]
[3,"透水砼基层","1.130mm厚10mm粒径C25素色透水混凝土基层（按4-6米分仓跳格浇筑）\n2.按符合图纸要求的合格施工内容，以设计图示净面积计量","清理基层、放样、找平、立模、拌合、运输、人工入模摊铺、振捣夯实、整平、养护、成品维护","m2",9262.730000000001,null,null,"包工包料"]
[4,"路牙铺设","1.600*120*80厚自然面青石道牙\n2.20mm厚1:2.5水泥砂浆\n3.C25混凝土垫层卧牢                           \n4.材料倒运，综合运距3km；\n5.按符合图纸要求的合格施工内容，以延长米计量","面层铺设、找平、扫缝、勾缝、材料场内运输等","m",{"$f":"234.32+56.56+54.84+55.56+76.17","v":477.45000000000005},null,null,"石材甲供，混凝土及其余辅材乙供"]
[5,"路牙铺设","1.300*300*80厚自然面青石道牙\n2.20mm厚1:2.5水泥砂浆\n3.C25混凝土垫层卧牢                           \n4.材料倒运，综合运距3km；\n5.按符合图纸要求的合格施工内容，以延长米计量","面层铺设、找平、扫缝、勾缝、材料场内运输等","m",{"$f":"233.12+170.62+207.56+180.06+125.82","v":917.1799999999998},null,null,"石材甲供，混凝土及其余辅材乙供"]
[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，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。                                                                                                                       \n"]
["2、以上工程量均为暂定量，结算以现场实际发生工程量为准。"]
["3、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。"]
["4、以上报价按9%的增值税税金报价。"]
["5、清单计量规格实行《2013年工程量清单计量规范》。"]
["6、验收规范：满足设计及相关现行规范要求，清单未尽事宜详见图纸以及规范要求。"]