{"text_format":"3","workbook":"xlsx","n_sheets":1,"sheets":["官庄沟中桥"],"not_rendered":{"defined_names":2},"read":"whole","date_system":"1900"}

{"sheet":"官庄沟中桥","index":0,"n_rows":56,"n_cols":11,"rows_kept":56,"merged":[[0,0,0,10]]}
["S309田高线改建工程官庄沟中桥工程量清单"]
["序号","清单细目","单位","数量","控制单价\n（元，不含税）","投标单价\n（元，不含税）","投标合价\n（元）","费用组成","计量规则","工作内容","备注"]
["QL-1","桩基光圆钢筋( HPB300)","kg",9402.86,{"v":5.7,"d":"5.70"},null,{"$f":"F3*D3","v":{"v":0,"d":"0.00"}},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。","1.依据图纸所示及钢筋表所列钢筋质量以t为单位（如以kg为单位，则四舍五入不计小数）计量；\n2.固定钢筋的材料质量数量、定位架立钢筋质量数量、钢筋接头质量数量、吊装钢筋质量数量、预埋件质量数量、钢筋允许损耗量质量数量、所有搭接材料质量数量，铁丝、保护层垫块等作为钢筋作业的附属工作，不另行计量。","1.钢筋的保护、储存及除锈；\n2.钢筋整直、接头；\n3.钢筋截断、弯曲；\n4.钢筋安设、支承及固定；\n5.安装声测管 ；\n6.吊放钢筋笼。"]
["QL-2","桩基带肋钢筋( HRB400)","kg",71072.09,{"v":5.6,"d":"5.60"},null,{"v":0,"d":"0.00"},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。","1.依据图纸所示及钢筋表所列钢筋质量以t为单位（如以kg为单位，则四舍五入不计小数）计量；\n2.固定钢筋的材料质量数量、定位架立钢筋质量数量、钢筋接头质量数量、吊装钢筋质量数量、预埋件质量数量、钢筋允许损耗量质量数量、所有搭接材料质量数量，铁丝、保护层垫块等作为钢筋作业的附属工作，不另行计量。","1.钢筋的保护、储存及除锈；\n2.钢筋整直、接头；\n3.钢筋截断、弯曲；\n4.钢筋安设、支承及固定；\n5.安装声测管 ；\n6.吊放钢筋笼。"]
["QL-3","系梁带肋钢筋( HRB400)","kg",1827.96,5.65,null,{"v":0,"d":"0.00"},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。","1.依据图纸所示及钢筋表所列钢筋质量以t为单位（如以kg为单位，则四舍五入不计小数）计量；\n2.固定钢筋的材料质量数量、定位架立钢筋质量数量、钢筋接头质量数量、吊装钢筋质量数量、预埋件质量数量、钢筋允许损耗量质量数量、所有搭接材料质量数量，铁丝、保护层垫块等作为钢筋作业的附属工作，不另行计量。","1.钢筋的保护、储存及除锈；\n2.钢筋整直、接头；\n3.钢筋截断、弯曲；\n4.钢筋安设、支承及固定。"]
["QL-4","柱式墩光圆钢筋( HPB300)","kg",1124.32,5.75,null,{"v":0,"d":"0.00"},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。","1.依据图纸所示及钢筋表所列钢筋质量以t为单位（如以kg为单位，则四舍五入不计小数）计量；\n2.固定钢筋的材料质量数量、定位架立钢筋质量数量、钢筋接头质量数量、吊装钢筋质量数量、预埋件质量数量、钢筋允许损耗量质量数量、所有搭接材料质量数量，铁丝、保护层垫块等作为钢筋作业的附属工作，不另行计量。","1.钢筋的保护、储存及除锈；\n2.钢筋整直、接头；\n3.钢筋截断、弯曲；\n4.钢筋安设、支承及固定。"]
["QL-5","柱式墩带肋钢筋( HRB400)","kg",{"v":5004.4,"d":"5004.40"},5.65,null,{"v":0,"d":"0.00"},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。","1.依据图纸所示及钢筋表所列钢筋质量以t为单位（如以kg为单位，则四舍五入不计小数）计量；\n2.固定钢筋的材料质量数量、定位架立钢筋质量数量、钢筋接头质量数量、吊装钢筋质量数量、预埋件质量数量、钢筋允许损耗量质量数量、所有搭接材料质量数量，铁丝、保护层垫块等作为钢筋作业的附属工作，不另行计量。","1.钢筋的保护、储存及除锈；\n2.钢筋整直、接头；\n3.钢筋截断、弯曲；\n4.钢筋安设、支承及固定。"]
["QL-6","盖梁、挡土板、耳背墙挡块垫石光圆钢筋( HPB300)","kg",240.08,5.85,null,{"v":0,"d":"0.00"},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。","1.依据图纸所示及钢筋表所列钢筋质量以t为单位（如以kg为单位，则四舍五入不计小数）计量；\n2.固定钢筋的材料质量数量、定位架立钢筋质量数量、钢筋接头质量数量、吊装钢筋质量数量、预埋件质量数量、钢筋允许损耗量质量数量、所有搭接材料质量数量，铁丝、保护层垫块等作为钢筋作业的附属工作，不另行计量。","1.钢筋的保护、储存及除锈；\n2.钢筋整直、接头；\n3.钢筋截断、弯曲；\n4.钢筋安设、支承及固定。"]
["QL-7","盖梁、挡土板、耳背墙挡块垫石带肋钢筋( HRB400)","kg",{"v":51010.3,"d":"51010.30"},5.75,null,{"v":0,"d":"0.00"},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。","1.依据图纸所示及钢筋表所列钢筋质量以t为单位（如以kg为单位，则四舍五入不计小数）计量；\n2.固定钢筋的材料质量数量、定位架立钢筋质量数量、钢筋接头质量数量、吊装钢筋质量数量、预埋件质量数量、钢筋允许损耗量质量数量、所有搭接材料质量数量，铁丝、保护层垫块等作为钢筋作业的附属工作，不另行计量。","1.钢筋的保护、储存及除锈；\n2.钢筋整直、接头；\n3.钢筋截断、弯曲；\n4.钢筋安设、支承及固定。"]
["QL-8","中横梁、端横梁、湿接缝、横隔板光圆钢筋( HPB300)","kg",323.26,5.85,null,{"v":0,"d":"0.00"},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。","1.依据图纸所示及钢筋表所列钢筋质量以t为单位（如以kg为单位，则四舍五入不计小数）计量；\n2.固定钢筋的材料质量数量、定位架立钢筋质量数量、钢筋接头质量数量、吊装钢筋质量数量、预埋件质量数量、钢筋允许损耗量质量数量、所有搭接材料质量数量，铁丝、保护层垫块等作为钢筋作业的附属工作，不另行计量。","1.钢筋的保护、储存及除锈；\n2.钢筋整直、接头；\n3.钢筋截断、弯曲；\n4.钢筋安设、支承及固定。"]
["QL-9","中横梁、端横梁、湿接缝、横隔板带肋钢筋( HRB400)","kg",9741.06,5.75,null,{"v":0,"d":"0.00"},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。","1.依据图纸所示及钢筋表所列钢筋质量以t为单位（如以kg为单位，则四舍五入不计小数）计量；\n2.固定钢筋的材料质量数量、定位架立钢筋质量数量、钢筋接头质量数量、吊装钢筋质量数量、预埋件质量数量、钢筋允许损耗量质量数量、所有搭接材料质量数量，铁丝、保护层垫块等作为钢筋作业的附属工作，不另行计量。","1.钢筋的保护、储存及除锈；\n2.钢筋整直、接头；\n3.钢筋截断、弯曲；\n4.钢筋安设、支承及固定。"]
["QL-10","桥面铺装带肋钢筋( HRB400)","kg",18528.82,{"v":5.6,"d":"5.60"},null,{"v":0,"d":"0.00"},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。","1.依据图纸所示及钢筋表所列钢筋质量以t为单位（如以kg为单位，则四舍五入不计小数）计量；\n2.固定钢筋的材料质量数量、定位架立钢筋质量数量、钢筋接头质量数量、吊装钢筋质量数量、预埋件质量数量、钢筋允许损耗量质量数量、所有搭接材料质量数量，铁丝、保护层垫块等作为钢筋作业的附属工作，不另行计量。","1.钢筋的保护、储存及除锈；\n2.钢筋整直、接头；\n3.钢筋截断、弯曲；\n4.钢筋安设、支承及固定。"]
["QL-11","搭板带肋钢筋( HRB400)","kg",{"v":15783,"d":"15783.00"},{"v":5.4,"d":"5.40"},null,{"v":0,"d":"0.00"},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。","1.依据图纸所示及钢筋表所列钢筋质量以t为单位（如以kg为单位，则四舍五入不计小数）计量；\n2.固定钢筋的材料质量数量、定位架立钢筋质量数量、钢筋接头质量数量、吊装钢筋质量数量、预埋件质量数量、钢筋允许损耗量质量数量、所有搭接材料质量数量，铁丝、保护层垫块等作为钢筋作业的附属工作，不另行计量。","1.钢筋的保护、储存及除锈；\n2.钢筋整直、接头；\n3.钢筋截断、弯曲；\n4.钢筋安设、支承及固定。"]
["QL-12","防撞墙带肋钢筋( HRB400)","kg",20295.99,{"v":5.7,"d":"5.70"},null,{"v":0,"d":"0.00"},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。","1.依据图纸所示及钢筋表所列钢筋质量以t为单位（如以kg为单位，则四舍五入不计小数）计量；\n2.固定钢筋的材料质量数量、定位架立钢筋质量数量、钢筋接头质量数量、吊装钢筋质量数量、预埋件质量数量、钢筋允许损耗量质量数量、所有搭接材料质量数量，铁丝、保护层垫块等作为钢筋作业的附属工作，不另行计量。","1.钢筋的保护、储存及除锈；\n2.钢筋整直、接头；\n3.钢筋截断、弯曲；\n4.钢筋安设、支承及固定。"]
["QL-13","桩径150cm（C35）","m",{"v":660,"d":"660.00"},{"v":650,"d":"650.00"},null,{"v":0,"d":"0.00"},"扣除混凝土的全部费用","1.依据图纸所示桩径，按照不同桩径的桩长以米为单位计量。2.桩长为桩底高程至承台底面或系梁底面。如无承台或系梁时，则以桩位处原始地面线为分界线，地面线以下部分为灌注桩桩长。若图纸有标示的，按图纸标示为准。\n","1.安设护筒及设置钻孔平台；2.钻机进、出场、泥浆调整及泥浆循环系统处理；3.钻机安拆，就位；\n4.钻孔、成孔、清孔、成孔检查；\n5.吊放钢筋笼；\n6.浇筑混凝土."]
["QL-14","系梁C35混凝土","m3",18.68,{"v":350,"d":"350.00"},null,{"v":0,"d":"0.00"},"扣除混凝土的全部费用","依据图纸所示体积以立方米为单位计量，混凝土的损耗量不予计量。","1.场地清理；\n2.搭拆作业平台；\n3.安拆套箱或模板；安设预埋件；\n4.垫层施工；\n5.混凝土浇筑、振捣、养护；\n6.施工缝、沉降缝设置处理；\n7.防水、防冻、防腐措施。"]
["QL-15","耳背墙C40桥台混凝土","m3",57.32,{"v":450,"d":"450.00"},null,{"v":0,"d":"0.00"},"扣除混凝土的全部费用","1.依据图纸所示体积以立方米为单位计量，混凝土的损耗量不予计量。\n2.直径小于200mm的管子、钢筋、锚固件、管道、泄水孔或桩所占混凝土体积不予扣除。","1.场地清理；\n2.搭拆作业平台；\n3.安拆模板；安设预埋件；\n4.混凝土浇筑、振捣、养护；\n5.施工缝、沉降缝设置处理；\n6.防水、防冻、防腐措施。"]
["QL-16","柱式墩C40桥墩混凝土","m3",30.02,{"v":350,"d":"350.00"},null,{"v":0,"d":"0.00"},"扣除混凝土的全部费用","1.依据设计图纸所示的位置及尺寸，按图纸设计混凝土净量以立方米为单位计量，混凝土损耗量不予计量。\n2.直径小于200mm的管子、钢筋、锚固件、管道、泄水孔或桩所占混凝土体积不予扣除。","1.场地清理；\n2.搭拆作业平台；\n3.安拆模板，安设预埋件；\n4.混凝土浇筑、振捣、养护；\n5.施工缝、沉降缝设置处理；\n6.防水、防冻、防腐措施。"]
["QL-17","C40盖梁混凝土","m3",{"v":59.5,"d":"59.50"},{"v":350,"d":"350.00"},null,{"$f":"F19*D19","v":{"v":0,"d":"0.00"}},"扣除混凝土的全部费用","1.依据图纸所示体积以立方米为单位计量，混凝土的损耗量不予计量。\n2.直径小于200mm的管子、钢筋、锚固件、管道、泄水孔或桩所占混凝土体积不予扣除。","1.场地清理；\n2.搭拆作业平台；\n3.安拆套箱或模板；安设预埋件(包\n括支座预埋件、防震锚栓及套筒等）；\n4.混凝土浇筑、振捣、养护；\n5.施工缝、沉降缝设置处理；\n6.防水、防冻、防腐措施。"]
["QL-18","C40桥台盖梁混凝土","m3",138.44,{"v":350,"d":"350.00"},null,{"v":0,"d":"0.00"},"扣除混凝土的全部费用","1.依据图纸所示体积以立方米为单位计量，混凝土的损耗量不予计量。\n2.直径小于200mm的管子、钢筋、锚固件、管道、泄水孔或桩所占混凝土体积不予扣除。","1.场地清理；\n2.搭拆作业平台；\n3.安拆套箱或模板；安设预埋件(包\n括支座预埋件、防震锚栓及套筒等）；\n4.混凝土浇筑、振捣、养护；\n5.施工缝、沉降缝设置处理；\n6.防水、防冻、防腐措施。"]
["QL-19","湿接缝 、中横梁、端横梁横隔板箱梁C50混凝土现浇部分","m3",49.15,{"v":480,"d":"480.00"},null,{"v":0,"d":"0.00"},"扣除混凝土的全部费用","1.依据图纸所示体积以立方米为单位计量，混凝土的损耗量不予计量。\n2.直径小于200mm的管子、钢筋、锚固件、管道、泄水孔或桩所占混凝土体积不予扣除。","1.工作面清理；\n2.搭拆作业平台；\n3.搭拆支架或模板；\n4.混凝土浇筑、振捣、养护。"]
["QL-20","C40混凝土挡块","m3",5.32,{"v":350,"d":"350.00"},null,{"v":0,"d":"0.00"},"扣除混凝土的全部费用","1.依据图纸所示体积以立方米为单位计量，混凝土的损耗量不予计量。\n2.直径小于200mm的管子、钢筋、锚固件、管道、泄水孔或桩所占混凝土体积不予扣除。","1.场地清理；\n2.搭拆作业平台；\n3.安拆套箱或模板；安设预埋件(包\n括支座预埋件、防震锚栓及套筒等）；\n4.混凝土浇筑、振捣、养护；\n5.施工缝、沉降缝设置处理；\n6.防水、防冻、防腐措施。"]
["QL-21","C50垫石混凝土","m3",2.02,{"v":800,"d":"800.00"},null,{"v":0,"d":"0.00"},"扣除混凝土的全部费用","1.依据图纸所示体积以立方米为单位计量，混凝土的损耗量不予计量。\n2.直径小于200mm的管子、钢筋、锚固件、管道、泄水孔或桩所占混凝土体积不予扣除。","1.场地清理；\n2.搭拆作业平台；\n3.安拆模板；安设预埋件(包括支座预埋件、防震锚栓及套筒等）；\n4.混凝土浇筑、振捣、养护。"]
["QL-22","C45护栏混凝土","m3",{"v":61.6,"d":"61.60"},{"v":350,"d":"350.00"},null,{"v":0,"d":"0.00"},"扣除混凝土的全部费用","1.依据图纸所示长度以米为单位计量，混凝土的损耗量不予计量。\n2.直径小于200mm的管子、钢筋、锚固件、管道、泄水孔或桩所占混凝土体积不予扣除。","1.场地清理；\n2.搭拆作业平台；\n3.安拆模板；\n4.混凝土浇筑、振捣、养护；\n5.施工缝、沉降缝设置处理；\n6.防水、防冻、防腐措施。"]
["QL-23","C45护栏过渡段混凝土","m3",{"v":13.3,"d":"13.30"},{"v":350,"d":"350.00"},null,{"v":0,"d":"0.00"},"扣除混凝土的全部费用","1.依据图纸所示体积以立方米为单位计量，混凝土的损耗量不予计量。\n2.直径小于200mm的管子、钢筋、锚固件、管道、泄水孔或桩所占混凝土体积不予扣除。","1.场地清理；\n2.搭拆作业平台；\n3.安拆模板；\n4.混凝土浇筑、振捣、养护；\n5.施工缝、沉降缝设置处理；\n6.防水、防冻、防腐措施。"]
["QL-24","C35搭板垫层混凝土","m3",{"v":81,"d":"81.00"},{"v":300,"d":"300.00"},null,{"v":0,"d":"0.00"},"扣除混凝土的全部费用","1.依据图纸所示体积以立方米为单位计量，混凝土的损耗量不予计量。\n2.直径小于200mm的管子、钢筋、锚固件、管道、泄水孔或桩所占混凝土体积不予扣除。","1.工作面清理；\n2.搭拆作业平台；\n3.搭拆支架或模板；\n4.混凝土浇筑、振捣、养护。"]
["QL-25","C40搭板混凝土","m3",{"v":126,"d":"126.00"},{"v":300,"d":"300.00"},null,{"v":0,"d":"0.00"},"扣除混凝土的全部费用","1.依据图纸所示体积以立方米为单位计量，混凝土的损耗量不予计量。\n2.直径小于200mm的管子、钢筋、锚固件、管道、泄水孔或桩所占混凝土体积不予扣除。","1.工作面清理；\n2.搭拆作业平台；\n3.搭拆支架或模板；\n4.混凝土浇筑、振捣、养护。"]
["QL-26","M10浆砌片石锥坡、台前坡、踏步","m3",98.43,{"v":480,"d":"480.00"},null,{"v":0,"d":"0.00"},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。","1.依据图纸所示位置和铺砌厚度、水泥砂浆强度，按照铺砌体积以立方米为单位计量。\n2.含碎落台、护坡平台满铺浆砌片石数量；\n3.扣除急流槽所占体积。","1.清理边坡、垫层铺筑，基坑开挖；2.浆砌片石铺筑；3.勾缝、抹面、养生；4.回填；5.清理现场。"]
["QL-27","C50桥面铺装","m3",97.78,{"v":300,"d":"300.00"},null,{"v":0,"d":"0.00"},"扣除混凝土的全部费用","1.依据图纸所示体积以立方米为单位计量，混凝土的损耗量不予计量。\n2.直径小于200mm的管子、钢筋、锚固件、管道、泄水孔或桩所占混凝土体积不予扣除。","1.场地清理；\n2.混凝土浇筑、振捣、养护；\n3.施工缝、沉降缝设置处理。"]
["QL-28","竖、横向集中排水管-钢管","个",20,{"v":280,"d":"280.00"},null,{"v":0,"d":"0.00"},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。","依据图纸所示位置及尺寸，安装图示类型和规格的泄水管装置，按安装的合格的泄水管数量以个为单位计量。","洗刷、涂沥青、安装。"]
["QL-29","HDPE管","m",{"v":26,"d":"26.00"},{"v":150,"d":"150.00"},null,{"v":0,"d":"0.00"},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。","依据图纸所示位置及尺寸，在桥面安设泄水孔，按图示数量分不同管径以米为单位计量。\n","1.场地清理；\n2.安拆作业平台；\n3.钻孔、排水管切割、埋设卡箍、涂胶合口、找正、安装。"]
["QL-30","碎石盲沟","m3",{"v":9.9,"d":"9.90"},{"v":190,"d":"190.00"},null,{"v":0,"d":"0.00"},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。","依据图纸所示位置和设计厚度，按照不同材料类别的垫层体积以立方米单位计量。","1.基底清理；2.临时排水；3.铺装垫层；4.夯实；5.清理现场。"]
["QL-31","玻纤格栅","m2",{"v":24,"d":"24.00"},{"v":6,"d":"6.00"},null,{"v":0,"d":"0.00"},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。","1.依据图纸或技术交底所示位置和规格，按土层中分层铺设土工格栅的累计净面积以平方米为单位计量；\n2.接缝的重叠面积和边缘的包裹面积不予计量。","1.清理下承层；2.铺设及固定；3.接缝处理（搭接、缝接、粘接）；4.边缘处理；5.清理现场。"]
["QL-32","GBZYH（CR） 450*86","个",16,{"v":1200,"d":"1200.00"},null,{"v":0,"d":"0.00"},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。","依据图纸所示位置及尺寸，安装图示类型及规格支座就位，以个为单位计量。","1.清洁整平混凝土表面；\n2.砂浆配运料、拌和，接触面抹平；\n3.钢板制作与安装；\n4.支座定位安装。"]
["QL-33","GBZY（CR）  550*90","个",8,{"v":970,"d":"970.00"},null,{"$f":"F35*D35","v":{"v":0,"d":"0.00"}},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。","依据图纸所示位置及尺寸，安装图示类型及规格支座就位，以个为单位计量。","1.清洁整平混凝土表面；\n2.砂浆配运料、拌和，接触面抹平；\n3.钢板制作与安装；\n4.支座定位安装。"]
["QL-34","D80型伸缩缝","m",{"v":53.8,"d":"53.80"},{"v":1050,"d":"1050.00"},null,{"v":0,"d":"0.00"},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。","依据图纸所示位置及尺寸，安装图示类型和规格的模数式伸缩装置，按图示长度（包括人行道、缘石、护栏底座与行车道等全部长度），分不同伸缩量以米为单位计量。","1.切割清理伸缩装置范围内混凝土；钢筋加工及安装；设置预埋件；\n2.伸缩装置定位、安装；\n3.混凝土浇筑、压纹、养生。"]
["QL-35","桥梁防腐","m2",3254.32,{"v":100,"d":"100.00"},null,{"v":0,"d":"0.00"},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。","依据图纸所示，按混凝土结构物表面面积以平方米单位计量","1、表面处理\n2、分三层刷漆\n3、养护"]
["QL-36","中分带防护网","m2",{"v":30,"d":"30.00"},{"v":250,"d":"250.00"},null,{"v":0,"d":"0.00"},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。"]
["QL-37","结构物台背回填（4%水泥土）","m3",{"v":3500,"d":"3500.00"},{"v":38,"d":"38.00"},null,{"v":0,"d":"0.00"},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。","依据图纸所示结构物台背及实测回填数量，按照压实的体积以立方米为单位计量。","1.基底翻松、压实、挖台阶；\n2.临时排水；\n3.分层摊铺；\n4.洒水、压实；\n5.整型；\n6.清理现场。"]
["QL-38","锥心坡及台前坡填土\n（挡土墙衔接段）","m3",413.63,{"v":20,"d":"20.00"},null,{"v":0,"d":"0.00"},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。","按双方实测的地面线（分界线）绘制横断面图，按平均断面面积法计算，以压实方为准以立方米为单位计量。","1.基底翻松、压实、挖台阶；\n2.临时排水；\n3.分层摊铺；\n4.洒水、压实；\n5.整型；\n6.清理现场。"]
["QL-39","河道护砌+锥坡，护坡垫层（砂砾垫层）","m3",247.65,{"v":200,"d":"200.00"},null,{"v":0,"d":"0.00"},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。","依据图纸所示位置和断面尺寸或技术交底确定的位置和断面尺寸，按图示砂砾垫层密实体积以立方米为单位计量。","1.基底清理；2.临时排水；3.分层铺筑；4.分层碾压；5.清理现场。"]
["QL-40","M10浆砌片石河道护岸","m3",643.36,{"v":480,"d":"480.00"},null,{"v":0,"d":"0.00"},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。","1.依据图纸所示位置及断面尺寸，按照不同强度等级水泥砂浆浆砌片（块）石体积以立方米为单位计量。\n2.不扣除沉降缝、泄水孔所占体积。","1.基坑开挖、清理、平整、夯实；\n2.浆砌片（块）石，设泄水孔及其滤水层；\n3.接缝处理；\n4.勾缝、抹面、墙背填料分层填筑；\n5.清理现场。"]
["QL-41","M10浆砌片石护岸基础及铺砌","m3",{"v":160,"d":"160.00"},{"v":480,"d":"480.00"},null,{"v":0,"d":"0.00"},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。","依据图纸所示位置及断面尺寸，按照不同强度等级混凝土体积以立方米为单位计量。","1.基坑开挖、清理、平整、夯实、废方弃运；\n2.混凝土制作、运输；\n3.浇筑、振捣；\n4.养生；\n5.回填；\n6.清理现场。"]
["QL-42","桥头重力式挡土墙基础","m3",388.84,{"v":190,"d":"190.00"},null,{"v":0,"d":"0.00"},"扣除混凝土的全部费用","依据图纸所示位置及断面尺寸，按照不同强度等级混凝土体积以立方米为单位计量。","1.基坑开挖、清理、平整、夯实、废方弃运；\n2.混凝土制作、运输；\n3.浇筑、振捣；\n4.养生；\n5.回填；\n6.清理现场。"]
["QL-43","桥头重力式挡土墙墙身","m3",536.96,{"v":190,"d":"190.00"},null,{"v":0,"d":"0.00"},"扣除混凝土的全部费用","1.依据图纸所示位置及断面尺寸，按照不同强度等级混凝土体积以立方米为单位计量。\n2.不扣除沉降缝、泄水孔所占体积。","1.基坑开挖、清理、平整、夯实；\n2.模板制作、安装、拆除；\n3.混凝土浇筑、振捣、养生；\n4.泄水孔及其滤水层、沉降缝设置；\n5.墙背填料分层填筑；\n6.清理现场。"]
["QL-44","级配碎石","m3",512.28,{"v":190,"d":"190.00"},null,{"v":0,"d":"0.00"},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。","依据图纸所示位置和设计厚度，按照不同材料类别的垫层体积以立方米单位计量。","1.基底清理；2.临时排水；3.铺装垫层；4.夯实；5.清理现场。"]
["QL-45","旧桥拆除及外运","项",{"v":1,"d":"1.00"},{"v":20000,"d":"20000.00"},null,{"v":0,"d":"0.00"},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。","依据图纸所示或技术交底确定的位置，按实际拆除路基范围内原有的砖、石及其他砌体结构，以立方米为单位计量。","1。拆除；2.装车或移运施工区域指定地点堆放理；3.场地清理、平整；4.清理现场。"]
["QL-46","锥护坡+系梁+挡土墙路基挖方","m3",{"v":2597,"d":"2597.00"},{"v":6,"d":"6.00"},null,{"v":0,"d":"0.00"},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。","1.根据图示，取用底、顶面间平均高度的棱柱体体积，以立方米为单位计量；\n2.在地下水位以上开挖的为干处挖方；在地下水位以下开挖的为水下挖方；\n3.基础底面、顶面及侧面的确定应符合下列规定：\n1）基础挖方底面：按图纸所示或技术交底要求的基底标高线计算。\n2）基础挖方顶面：按设计图纸横断面上所示或技术交底要求实测的原地面线计算。\n3）基础挖方侧面：按顶面到底面，以超出基底周边0.5m的竖直面为界，其余因施工、放坡、立模而超挖的土方不另行计算。\n4.基坑回填数量不计量；\n5.土方类别综合考虑。","1.场地清理；\n2.基坑开挖(土方就近存放)；\n3.基坑一般防护；\n4.基坑检查、修整；\n5.基坑回填；\n6.环保措施（覆盖密目网）。"]
["QL-47","锥护坡+挡土墙填方","m3",{"v":1015,"d":"1015.00"},{"v":15,"d":"15.00"},null,{"v":0,"d":"0.00"},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。","按双方实测的地面线（分界线）绘制横断面图，按平均断面面积法计算，以压实方为准以立方米为单位计量。","1.基底翻松、压实、挖台阶；\n2.临时排水；\n3.分层摊铺；\n4.洒水、压实；\n5.整型；\n6.清理现场。"]
["QL-48","现场配合吊梁费用","片",16,{"v":100,"d":"100.00"},null,{"v":0,"d":"0.00"},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。","依据安装梁、板数量以片为单位计量。","配合吊装机械安装预制梁、板。"]
["QL-49","破除桩头","个",16,{"v":600,"d":"600.00"},null,{"v":0,"d":"0.00"},"该工序一切工作内容有关的费用、利润、风险损失等全部包含在此项清单单价中。","依据图纸所示桩径以棵为单位计量。","破碎凿平、吊运清理、调直钢筋、损坏桩头找补等。"]
["QL-50","施工环保费","总额",1,{"v":20000,"d":"20000.00"},null,{"v":0,"d":"0.00"},"迎接环保检查费用"]
["QL-51","安全文明费","总额",1,{"v":20000,"d":"20000.00"},null,{"v":0,"d":"0.00"},"迎接安全检查费用"]
["QL-52","临时保通便道修建、养管、清运","总额",1,{"v":50000,"d":"50000.00"},null,{"v":0,"d":"0.00"},"临时排水管布置满足水利局防洪要求、便道两侧钢管防护（含緑网）、安全警示标志及设施、日常维护与整修等。",null,"长70米，顶宽6米、下宽7.5米，高2m，其中面层铺30cm厚路面拆除废料，两侧用不低于4m钢管防护，并挂绿网，夜间有警示灯，内穿2道直径1m管道，每道12米"]
["QL-53","竣工资料费","总额",1,{"v":3000,"d":"3000.00"},null,{"v":0,"d":"0.00"}]
[null,"不含税总价",{"$nulls":4},{"$f":"SUM(G3:G55)","v":{"v":0,"d":"0.00"}},null,"备注：此招标清单不含箱梁"]