{"text_format":"3","workbook":"xlsx","n_sheets":1,"sheets":["Sheet1"],"read":"whole","date_system":"1900"}

{"sheet":"Sheet1","index":0,"n_rows":52,"n_cols":10,"rows_kept":52,"merged":[[0,0,0,9],[1,0,1,9],[2,0,4,0],[2,1,4,1],[2,2,4,3],[2,4,4,4],[2,5,4,5],[2,6,2,9],[3,6,4,7],[3,8,4,8],[5,1,5,9],[6,2,6,3],[6,6,6,7],[7,2,7,3],[7,6,7,7],[8,2,8,3],[8,6,8,7],[9,2,9,3],[9,6,9,7],[10,2,10,3],[10,6,10,7],[11,2,11,3],[11,6,11,7],[12,2,12,3],[12,6,12,7],[13,2,13,3],[13,6,13,7],[14,2,14,3],[14,6,14,7],[15,2,15,3],[15,6,15,7],[16,2,16,3],[16,6,16,7],[17,2,17,3],[17,6,17,7],[18,2,18,3],[18,6,18,7],[19,2,19,3],[19,6,19,7],[20,2,20,3],[20,6,20,7],[21,2,21,3],[21,6,21,7],[22,2,22,3],[22,6,22,7],[23,1,23,3],[23,6,23,7],[24,2,24,3],[24,6,24,7],[25,2,25,3],[25,6,25,7],[26,2,26,3],[26,6,26,7],[27,2,27,3],[27,6,27,7],[28,2,28,3],[28,6,28,7],[29,2,29,3],[29,6,29,7],[30,2,30,3],[30,6,30,7],[31,2,31,3],[31,6,31,7],[32,2,32,3],[32,6,32,7],[33,2,33,3],[33,6,33,7],[34,2,34,3],[34,6,34,7],[35,2,35,3],[35,6,35,7],[36,2,36,3],[36,6,36,7],[37,2,37,3],[37,6,37,7],[38,2,38,3],[38,6,38,7],[39,2,39,3],[39,6,39,7],[40,2,40,3],[40,6,40,7],[41,2,41,3],[41,6,41,7],[42,2,42,3],[42,6,42,7],[43,2,43,3],[43,6,43,7],[44,2,44,3],[44,6,44,7],[45,2,45,3],[45,6,45,7],[46,2,46,3],[46,6,46,7],[47,2,47,3],[47,6,47,7],[48,2,48,3],[48,6,48,7],[49,2,49,3],[49,6,49,7],[50,0,50,7],[51,0,51,7]]}
["广重集团钟村基地雨水管道加装止水手动阀门工程清单"]
["广重比价2023-30号"]
["序号","项目名称","项目特征描述",null,"计量单位","工程量","金额（元）"]
[{"$nulls":6},"综合单价",null,"综合合价","其中"]
[{"$nulls":9},"暂估"]
[null,"一号排水口"]
[1,"草皮、榕树根清除","1.部位:雨水管、雨水井周边\n2.清理方式:人工砍伐、清除雨水管、雨水井周边周边大榕树根、草皮\n3.转运距离:100米内\n4.综合考虑施工过程中材料、机械",null,"m3",2.6]
[2,"杂草、树根弃置","1.杂草、树根有资质处理场弃置\n2.运输车辆：厢式货车\n3.运距大于20KM",null,"m3",2.6]
[3,"拉森钢板桩","1、管、基坑打、拔SP-Ⅳ型密扣钢板桩\n2、桩长6米                                                    3、综合考虑施工过程中材料、机械等完成本工序的一切因素                                                      ",null,"吨",7.64]
[4,"挖沟槽土方","1.土壤类别:四类土\n2.挖土深度:4m \n3.开挖方式:人机配合，70%人工",null,"m3",31.5]
[5,"清除雨水井内榕树根、淤泥","1、清除雨水井内榕树根、淤泥\n2、井径:1.5米，深2.8米\n3、淤积情况:井内积泥、积树根1/2\n4、管道类型:井深2.8米，按密闭空间作业规范施工，戴防毒面具，配备送风设施",null,"个",1]
[6,"管道清淤 管径1200mm内","1、结构形式:钢筋砼排水管\n2、管径:1200mm\n3、淤积情况:管内积泥、积树根3/4\n4、管道类型:雨水管道",null,"m",42.85]
[7,"雨水管施工气囊封堵、拆除","1.材质;气囊\n2.规格;DN1200mm\n3.其他;中途补气4次，施工完毕后拆除清理                            4.井深2.8米，按密闭空间作业规范施工，戴防毒面具，配备送风设施                                                                                    ",null,"套",4]
[8,"余方弃置","1.废弃料品种:管内树根、淤泥\n2.运距:30km",null,"m3",16.65]
[9,"余方弃置","1.废弃料品种:土方\n2.运距:30km",null,"m3",6.7]
[10,"拆除旧钢筋混凝土雨水管","1.规格:DN1200钢筋混凝土雨水管\n2.接口方式:防水砂浆\n3.拆除深度3.5m\n4.其他:综合考虑管接口、管道拆除等完成本项的一切施工等内容",null,"m",6]
[11,"雨水井","1.规格:DN1700钢筋混凝土雨水井\n2.基础：含6%水泥稳定层30厘米厚，垫层：C15普通商品混凝土15厘米厚                                        3.井体材质、构造：井壁、底板C25、S4防水混凝土                                       4.沉沙部分深度：40厘米                    5.板厚度、配筋及构造祥见图集02S515 页100                                  6.接口:四向DN1200雨水管接口                7.井盖、井圈材质及规格：Φ1000铸铁井盖、C30防水混凝土井圈                 8.防渗、防水要求:井底设置溜槽、1:2水泥防水砂浆抹面，厚40mm                                           9.井深:3.5米\n10.管道检验及试验要求:综合考虑\n11.其他:综合考虑管接口、管道铺设、管道试验等完成本项的一切施工等内容",null,"个",1]
[12,"雨水管","1.规格:DN1200钢筋混凝土雨水管\n2.接口方式:综合考虑\n3.铺设深度:3.5米\n4.管道检验及试验要求:综合考虑\n5.其他:综合考虑管接口、管道铺设、管道试验等完成本项的一切施工等内容",null,"m",6]
[13,"手动截止阀","1.规格:DN1200手动截止阀\n2.井底、井壁植筋Φ16、长度30厘米15条\n3.阀体与井底、井壁封堵：防水砂浆0.4立方米\n4.检验及试验要求:综合考虑\n5.其他:综合考虑管接口、防水试验等完成本项的一切施工等内容                               6.井深2.8米，按密闭空间作业规范施工，戴防毒面具，配备送风设施",null,"个",1]
[14,"雨水管、接口防水","1.规格:预制钢筋混凝土DN1200雨水管\n2.接口方式:麻丝紧塞，防水砂浆封口，中间加铺40厘米宽钢丝网\n3.铺设深度:3.5m以内\n4.管道检验及试验要求:综合考虑\n5.其他:综合考虑管接口、管道铺设、管道试验等完成本项的一切施工等内容",null,"个",8]
[15,"回填中沙","1.部位:雨水管四周\n2.密实度要求:夯实，密实度大于95%\n3.填方材料品种:中沙\n4.填方粒径要求:综合考虑\n5.填方来源、运距:20KM",null,"m3",4]
[16,"回填方","1.部位:管道开挖处\n2.密实度要求:夯实，密实度大于95%\n3.填方材料品种:土方\n4.填方粒径要求:综合考虑\n5.填方来源、运距:原土回填，二次转运100米内",null,"m3",21.8]
[17,"草皮复绿","1.草皮种类：台湾草\n2.规格：件装30CM*30CM/件\n3.铺种方式：满铺，不漏土\n4.养护期：一年                                       5.其他：综合考虑场内、场外运输、平土、种养",null,"m2",26.6]
[18,"二、三号排水口"]
[19,"地面施工缝","1.材质:路面切割机切割混凝土路面\n2.厚度:25cm\n3.其他:综合考虑路面切割机械、运输、机油、汽油、锯片损耗及人工配合完成本项的施工等内容",null,"m",24]
[20,"拆除水泥混凝土路面","1.材质:拆除水泥混凝土路面\n2.厚度:25cm\n3.现场转运：100米内             4.其他:综合考虑路面破除、铲挖、堆土、机械工具、人工配合完成本项的一切施工等内容",null,"m2",18]
[21,"拉森钢板桩","1、管、基坑打、拔SP-Ⅳ型密扣钢板桩\n2、桩长6米                                                    3、综合考虑施工过程中材料、机械等完成本工序的一切因素                                                      ",null,"吨",15.28]
[22,"挖沟槽土方","1.土壤类别:四类土\n2.挖土深度:4m \n3.开挖方式:人机配合，70%人工",null,"m3",63]
[23,"清除雨水井内榕树根、淤泥","1、清除雨水井内榕树根、淤泥\n2、井径:1.5米，深2.8米\n3、淤积情况:井内积泥、积树根1/2\n4、管道类型:井深2.8米，按密闭空间作业规范施工，戴防毒面具，配备送风设施",null,"个",2]
[24,"管道清淤 管径1200mm内","1、结构形式:钢筋砼排水管\n2、管径:1200mm\n3、淤积情况:管内积泥、积树根3/4\n4、管道类型:雨水管道",null,"m",75.7]
[25,"雨水管施工气囊封堵、拆除","1.材质;气囊\n2.规格;DN1200mm\n3.其他;中途补气4次，施工完毕后拆除清理                            4.井深2.8米，按密闭空间作业规范施工，戴防毒面具，配备送风设施                                                                                    ",null,"套",8]
[26,"余方弃置","1.废弃料品种:管内树根、淤泥\n2.运距:30km",null,"m3",35.2]
[27,"余方弃置","1.废弃料品种:土方\n2.运距:30km",null,"m3",11.9]
[28,"拆除旧钢筋混凝土雨水管","1.规格:DN1200钢筋混凝土雨水管\n2.接口方式:防水砂浆封口\n3.拆除深度3.5m\n4.其他:综合考虑管接口、管道拆除等完成本项的一切施工等内容",null,"m",12]
[29,"雨水井","1.规格:DN1700钢筋混凝土雨水井\n2.基础：含6%水泥稳定层30厘米厚，垫层：C15普通商品混凝土15厘米厚                                        3.井体材质、构造：井壁、底板C25、S4防水混凝土                                       4.沉沙部分深度：40厘米                    5.板厚度、配筋及构造祥见图集02S515 页100                                  6.接口:四向DN1200雨水管接口                7.井盖、井圈材质及规格：Φ1000铸铁井盖、C30防水混凝土井圈                 8.防渗、防水要求:井底设置溜槽、1:2水泥防水砂浆抹面，厚40mm                                           9.井深:3.5米\n10.管道检验及试验要求:综合考虑\n11.其他:综合考虑管接口、管道铺设、管道试验等完成本项的一切施工等内容",null,"个",2]
[30,"雨水管","1.规格:DN1200钢筋混凝土雨水管\n2.接口方式:综合考虑\n3.铺设深度:3.5米\n4.管道检验及试验要求:综合考虑\n5.其他:综合考虑管接口、管道铺设、管道试验等完成本项的一切施工等内容",null,"m",12]
[31,"手动截止阀","1.规格:DN1200手动截止阀\n2.井底、井壁植筋Φ16、长度30厘米15条\n3.阀体与井底、井壁封堵：防水砂浆0.4立方米\n4.检验及试验要求:综合考虑\n5.其他:综合考虑管接口、防水试验等完成本项的一切施工等内容                               6.井深2.8米，按密闭空间作业规范施工，戴防毒面具，配备送风设施",null,"个",2]
[32,"雨水管、接口防水","1.规格:预制钢筋混凝土DN1200雨水管\n2.接口方式:麻丝紧塞，防水砂浆封口，中间加铺40厘米宽钢丝网\n3.铺设深度:3.5m以内\n4.管道检验及试验要求:综合考虑\n5.其他:综合考虑管接口、管道铺设、管道试验等完成本项的一切施工等内容",null,"个",16]
[33,"回填中沙","1.部位:雨水管四周\n2.密实度要求:夯实，密实度大于95%\n3.填方材料品种:中沙\n4.填方粒径要求:综合考虑\n5.填方来源、运距:20KM",null,"m3",8]
[34,"回填方","1.部位:管道开挖处\n2.密实度要求:夯实，密实度大于95%\n3.填方材料品种:土方\n4.填方粒径要求:综合考虑\n5.填方来源、运距:原土回填，二次转运100米内",null,"m3",43.6]
[35,"水泥稳定碎(砾)石","1.部位:地面开挖处\n2.水泥含量:6%\n3.石料规格:级配碎石\n4.厚度:25cm",null,"m2",18]
[36,"水泥混凝土","1.部位:楼地面\n2.混凝土种类:普通C30商品混凝土\n3.厚度:25cm\n4.嵌缝材料:综合考虑，磨平拉槽\n5.养生方式:水养生",null,"m2",18]
[37,"排水降水台班","1、排水、降水方式:机械抽取\n2、水泵管径:75mm\n3、水泵种类:污水泵",null,"台班",3]
[38,"大型机械设备进出场及安拆","1.大型机械设备进出场及安拆",null,"台班",1]
[39,"现场电缆、通信光缆、路灯、自来水管、消防水管避让、迁移","1.名称:现场电缆、通信光缆、路灯、自来水管、消防水管避让、迁移\n2.人工、机械、材料",null,"项",1]
[40,"现场施工围蔽","1.现场施工围蔽\n2.彩条布围蔽\n3.高度:2m\n4.配合入地钢管安装\n5.施工完毕后拆除",null,"m2",96]
[41,"三组摄像头","高清夜视",null,"项"]
[42,"2T硬盘以及网线",null,null,"项",1]
[{"$nulls":4},"项"]
[null,"单价措施合计"]
["本页小计",{"$nulls":7},{"$f":"SUM(I7:I50)","v":{"v":0,"d":"0.00"}}]
["合   计",{"$nulls":7},{"$f":"I51","v":{"v":0,"d":"0.00"}}]