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["分部分项工程清单与计价（控制价）"]
["工程名称：",{"$nulls":3},"合江县污水垃圾综合处理一体化建设项目尧坝镇二标段"]
["序号"," 项目编码 ","","拟采购内容","项目特征描述","计量\r\n单位","工程量","金额（元）",null,"备注"]
["","","","","","","","拟定单价（不含税）","合计\n（不含税）"]
["","","","","","",""]
["一",null,null,"【市政工程】",null,"项",1]
["（一）"," ","","雨水管 ",""," "," "," ",null," "]
["1","040101002001","","挖沟槽土石方","1.类别：综合土石方，土石比例及石方类别和比例由投标人自行考虑\n2.开挖深度：综合\n3.开挖方式由投标人自行考虑","m3","5079.86",7.41,37641.76]
["2","040103001002","","土石回填","1.名称：土石回填\n2.密实度要求：满足设计要求 \n3.填方材料品种：土石综合考虑\n4.填方粒径要求：满足设计要求  \n5.填方来源、运距：场内综合考虑\n6.其他：满足设计及现行施工技术、质量验收规范要求","m3","3159",6.27,19806.93]
["3","040103002003","","余方弃置 ","1.名称：余方弃置\n2.废弃料品种：土石综合考虑 \n3.场内外运距及弃渣场地费用：投标人自行考虑\n4.其他：满足设计及现行施工技术、质量验收规范要求","m3","1920.86",9.83,18882.05]
["4","040305001004","","砂砾石垫层","1.名称：砂砾石垫层\n2.材质：砂砾石\n3.厚度：100mm厚\n4.其他：满足设计及现行施工技术、质量验收规范要求","m3","189.34",181.21,{"v":34310.3,"d":"34310.30"}]
["5","040103001005","","粗砂回填","1.名称：粗砂回填\n2.填方材料品种：粗砂（机制砂）\n3.厚度：详设计 \n4.填方来源、运距：场内综合考虑\n5.其他：满足设计及现行施工技术、质量验收规范要求","m3","959.16",200.41,192225.26]
["6","040601017006","","C20混凝土管道包封","1.名称：C20混凝土管道包封\n2.混凝土等级：商品混凝土 C20\n3.管道规格：DN1200 \n4.其他：满足设计及现行施工技术、质量验收规范要求","m3","86.58",77.12,6677.05]
["7","040501001007","","II级钢筋混凝土管 D1200","1.名称：II级钢筋混凝土管 D1200\n2.规格;DN1200 \n3.接口方式：水泥砂浆抹带接口\n4.含混凝土排水管道闭水试验\n5.其他：满足设计及现行施工技术、质量验收规范要求","m","568.87",612.2,348262.21]
["8","040501001008","","II级钢筋混凝土管 D1500\n","1.名称：II级钢筋混凝土管 D1500\n2.规格;DN1500 \n3.接口方式：水泥砂浆抹带接口\n4.含混凝土排水管道闭水试验\n5.其他：满足设计及现行施工技术、质量验收规范要求","m","174.2",918.37,159980.05]
["9","040501017009","","截水沟 1000×1000mm","1.名称：截水沟 1000×1000mm\n2.规格：净空1000×1000mm\n3.垫层材质及厚度：100mm厚 C15混凝土垫层\n4.基础材质及厚度：300mm厚 C25混凝土基础\n5.沟侧墙：300mm厚 C25混凝土\n6.防渗、防水要求：详设计\n7.盖板规格、材质：预制混凝土沟盖板 1000×1200×100mm\n8.其他：满足设计及现行施工技术、质量验收规范要求","m","459.27",324.56,149060.67]
["10","040504002010","","沉泥井 1500×1100","1.名称：沉泥井 1500×1100\n2.垫层材质及厚度：100mm厚C10混凝土垫层\n3.基础材质及厚度：200mm厚C25S4混凝土基础\n4.混凝土强度等级：C25S4混凝土 \n5.井盖材质、规格：φ700球墨铸铁井盖\n6.踏步材质、规格：详设计\n7.防渗、防水要求：防水水泥砂浆抹面\n8.其他：满足设计及现行施工技术、质量验收规范要求","座","5",2058.42,{"v":10292.1,"d":"10292.10"}]
["11","040504002011","","沉泥井 1800×1100","1.名称：沉泥井 1800×1100\n2.垫层材质及厚度：100mm厚C10混凝土垫层\n3.基础材质及厚度：200mm厚C25S4混凝土基础\n4.混凝土强度等级：C25S4混凝土 \n5.井盖材质、规格：φ700球墨铸铁井盖\n6.踏步材质、规格：详设计\n7.防渗、防水要求：防水水泥砂浆抹面\n8.其他：满足设计及现行施工技术、质量验收规范要求","座","4",2619.64,10478.56]
["12","040504002012","","检查井 1500×1100","1.名称：检查井 1500×1100\n2.垫层材质及厚度：100mm厚C10混凝土垫层\n3.基础材质及厚度：200mm厚C25S4混凝土基础\n4.混凝土强度等级：C25S4混凝土 \n5.井盖材质、规格：φ700球墨铸铁井盖\n6.踏步材质、规格：详设计\n7.防渗、防水要求：防水水泥砂浆抹面\n8.其他：满足设计及现行施工技术、质量验收规范要求","座","9",1983.93,17855.37]
["13","040504002013","","沉泥井 1800×1100","1.名称：沉泥井 1800×1100\n2.垫层材质及厚度：100mm厚C10混凝土垫层\n3.基础材质及厚度：200mm厚C25S4混凝土基础\n4.混凝土强度等级：C25S4混凝土 \n5.井盖材质、规格：φ700球墨铸铁井盖\n6.踏步材质、规格：详设计\n7.防渗、防水要求：防水水泥砂浆抹面\n8.其他：满足设计及现行施工技术、质量验收规范要求","座","3",2718.69,8156.07]
["14","040504006014","","排出口","1.名称：排出口\n2.基础材质：C10混凝土基础\n3.主体材质：M.7.5水泥砂浆浆砌MU30块石\n4.帽石材质：C30混凝土帽石\n5.其他：满足设计及现行施工技术、质量验收规范要求","座","1",14475.34,14475.34]
["（二）"," ","","排桩支护 ",""," "," "]
["15","040301004015","","泥浆护壁成孔 桩径800mm","1.名称：泥浆护壁成孔 桩径800mm\n2.地层情况：土石方综合考虑 \n3.空桩长度、桩长：综合考虑 \n4.桩径：800mm\n5.成孔方法：综合考虑 \n6.护筒类型、长度：综合考虑 \n7.混凝土种类、强度等级：C30，另列清单\n8.其他：满足设计及现行施工技术、质量验收规范要求","m","57.6",262.37,15112.51]
["16","040103002016","","泥浆运输","1.名称：泥浆运输\n2.废弃料品种：泥浆\n3.运距：综合考虑，含弃土费用\n4.其他：满足设计及现行施工技术、质量验收规范要求","m3","28.94",61.46,1778.65]
["17","040901004017","","钢筋笼","1.名称：钢筋笼 三极钢 直径φ12～16\n2.钢筋种类、规格：三极钢 直径φ12～16\n3.其他：满足设计及现行施工技术、质量验收规范要求","t","4.885",5416.25,26458.38]
["18","040301006018","","泥浆护壁成孔灌注桩 C30","1.名称：泥浆护壁成孔灌注桩 C30\n2.护筒类型、长度：综合考虑 \n2.混凝土种类、强度等级：水下商品混凝土 C30\n8.其他：满足设计及现行施工技术、质量验收规范要求","m3","28.94",37.14,1074.83]
["19","040301011019","","截桩头","1.名称：凿桩头\n2.桩类型：灌注桩 \n3.桩头截面、高度：综合考虑\n4.混凝土强度等级：综合考虑 \n5.有无钢筋：有钢筋\n6.其他：满足设计及现行施工技术、质量验收规范要求","m3","1.81",229.45,{"v":415.3,"d":"415.30"}]
["20","040301011020","","桩头钢筋整理","1.名称：桩头钢筋整理\n2.桩类型：综合考虑 \n3.桩头截面、高度：综合考虑 \n4.混凝土强度等级：综合考虑\n5.其他：满足设计及现行施工技术、质量验收规范要求","根","6",6.86,41.16]
["21","040101002021","","挖沟槽土石方","1.类别：综合土石方，土石比例及石方类别和比例由投标人自行考虑\n2.开挖深度：综合\n3.开挖方式由投标人自行考虑","m3","17.28",7.41,128.04]
["22","040103001022","","土石回填","1.名称：土石回填\n2.密实度要求：满足设计要求 \n3.填方材料品种：土石综合考虑\n4.填方粒径要求：满足设计要求  \n5.填方来源、运距：场内综合考虑\n6.其他：满足设计及现行施工技术、质量验收规范要求","m3","7.68",6.27,48.15]
["23","040103002023","","余方弃置","1.名称：余方弃置\n2.废弃料品种：土石综合考虑 \n3.场内外运距及弃渣场地费用：投标人自行考虑\n4.其他：满足设计及现行施工技术、质量验收规范要求","m3","9.6",9.83,94.37]
["24","040601017024","","冠梁 C30","1.名称：冠梁 C30\n2.部位：综合考虑\n3.混凝土强度等级：C30\n4.其他：满足设计及现行施工技术、质量验收规范要求","m3","5.76",58.09,{"v":334.6,"d":"334.60"}]
["25","040901001025","","三级钢 φ12～16","1.名称：三极钢 φ12～16\n2.钢筋种类：三极钢\n3.钢筋规格：φ12～16\n4.其他：满足设计及现行施工技术、质量验收规范要求","t","0.587",5038.04,2957.33]
["26","040305004026","","M5砂浆砌标砖","1.名称：M5砂浆砌标砖\n2.部位：桩间墙\n3.材料品种、规格：标准砖\n4.砂浆强度等级：M5水泥砂浆\n5.其他：满足设计及现行施工技术、质量验收规范要求","m3","5.65",425.91,2406.39]
["（三） "," ","","顶管部分 ",""," "," "]
["27","040501012027","","二级钢筋混凝土顶管 D1500","1.名称：顶管 D1500\n2.土石类别：土石综合考虑 \n3.顶管工作方式：综合考虑  \n4.管道材质及规格:二级顶管用钢筋混凝土管 φ1500\n5.中继间规格：综合考虑 \n6.含顶管内土石方提升\n7.其他：满足设计及现行施工技术、质量验收规范要求","m","146.8",3660.76,537399.57]
["28","040501001028","","工作坑接收坑内二级钢筋混凝土顶管 D1500","1.名称：二级顶管用钢筋混凝土管 D1500\n2.规格;DN1500 \n3.接口方式：水泥砂浆抹带接口\n4.含混凝土排水管道闭水试验\n5.其他：满足设计及现行施工技术、质量验收规范要求","m","14.25",1262.18,17986.07]
["29","040103001029","","土石回填","1.名称：土石回填\n2.密实度要求：满足设计要求 \n3.填方材料品种：土石综合考虑\n4.填方粒径要求：满足设计要求  \n5.填方来源、运距：场内综合考虑\n6.其他：满足设计及现行施工技术、质量验收规范要求","m3","596.85",6.27,3742.25]
["30","040103002030","","余方弃置","1.名称：余方弃置\n2.废弃料品种：土石综合考虑 \n3.场内外运距及弃渣场地费用：投标人自行考虑\n4.其他：满足设计及现行施工技术、质量验收规范要求","m3","916.73",6.37,5839.57]
["31","040501010031","","顶管工作坑 ","1.名称：顶管工作坑\n2.雨水管顶管工作坑位置、尺寸：详见设计施工图\n3.坑深尺寸：详设计\n4.工作坑内挖土石方：综合(含湿土、淤泥、流砂)\n5.土石方开挖方式及土石方场内、外运输方式及运距：投标人自主确定\n6.土石方回填要求、压实度要求：满足设计及及现行技术、施工验收规范\n7.砼等级：帽梁、护壁C30,井底板C30，底板垫层200厚卵石\n8.砼运输方式及运距：投标人自主确定\n9.钢材种类、规格：综合（含钢筋、钢梯钢材、预埋件）\n10.PVC排水管、排水沟、集水坑、泄水孔设置及做法：详见设计施工图\n11.井底集水坑：满足设计要求\n12.井边护栏及挡水沿:满足设计要求\n13.流槽：M7.5水泥砂浆砌MU15砖\n14.其他：满足设计及现行施工技术、质量验收规范要求","座","1",146210.99,146210.99]
["32","040501010032","","顶管接收坑 ","1.名称：顶管接收坑\n2.雨水管顶管工作坑位置、尺寸：详见设计施工图\n3.坑深尺寸：详设计\n4.工作坑内挖土石方：综合(含湿土、淤泥、流砂)\n5.土石方开挖方式及土石方场内、外运输方式及运距：投标人自主确定\n6.土石方回填要求、压实度要求：满足设计及及现行技术、施工验收规范\n7.砼等级：帽梁、护壁C30,井底板C30，底板垫层200厚卵石\n8.砼运输方式及运距：投标人自主确定\n9.钢材种类、规格：综合（含钢筋、钢梯钢材、预埋件）\n10.PVC排水管、排水沟、集水坑、泄水孔设置及做法：详见设计施工图\n11.井底集水坑：满足设计要求\n12.井边护栏及挡水沿:满足设计要求\n13.流槽：M7.5水泥砂浆砌MU15砖\n14.其他：满足设计及现行施工技术、质量验收规范要求","座","2",57482.68,114965.36]
["（四）"," ","","附属工程 ",""," "," "]
["33","04B033","","暗涵清淤","1.名称：暗涵清淤\n2.管径：详设计\n3.冲洗方式：冲洗联合车吸泥\n4.运距：投标人自行考虑\n5.其他：满足设计、现行技术、质量、施工验收规范要求及招标文件技术标准的要求。","m3","150",185.5,{"v":27825,"d":"27825.00"}]
["34","040504002034","","沉泥池 1000×2000","1.名称：沉泥池 1000×2000\n2.垫层材质及厚度：100mm厚C15混凝土垫层\n3.基础材质及厚度：200mm厚C25混凝土基础\n4.混凝土强度等级：C25混凝土 \n5.盖板材质、规格：预制混凝土盖板 1000×1200×100mm\n6.踏步材质、规格：详设计\n7.防渗、防水要求：防水水泥砂浆抹面\n8.其他：满足设计及现行施工技术、质量验收规范要求","座","1",1651.19,1651.19]
["35","031001006035","","UPVC管 De110","1.名称：UPVC管 De110\n2.安装部位：详设计 \n3.材质、规格：UPVC管 \n4.连接形式：粘贴 \n5.其他：满足设计及现行施工技术、质量验收规范要求","m","100",28.29,{"v":2829,"d":"2829.00"}]
["36","031001006036","","UPVC管 De200","1.名称：UPVC管 De200\n2.安装部位：详设计 \n3.材质、规格：UPVC管 \n4.连接形式：粘贴 \n5.其他：满足设计及现行施工技术、质量验收规范要求","m","100",63.81,{"v":6381,"d":"6381.00"}]
["37","010902006037","","屋面吐水管 UPVC管 De110","1.名称：屋面吐水管 UPVC管 De110\n2.规格、材质：UPVC管 De110  \n3.安装部位：屋面\n4.其他：满足设计及现行施工技术、质量验收规范要求","个","100",17.81,{"v":1781,"d":"1781.00"}]
["38","010902004038","","屋面落水管 UPVC管 De110","1.名称：屋面落水管 UPVC管 De110\n2.规格、材质：UPVC管 De110  \n3.安装部位：屋面\n4.其他：满足设计及现行施工技术、质量验收规范要求","m","400",27.28,{"v":10912,"d":"10912.00"}]
["39","010902006039","","屋面排水 塑料落水口（带罩） φ110","1.名称：屋面排水 塑料落水口（带罩） φ110\n2.规格、材质：UPVC管 De110  \n3.安装部位：屋面\n4.其他：满足设计及现行施工技术、质量验收规范要求","个","100",43.36,{"v":4336,"d":"4336.00"}]
["40","010902006040","","屋面排水 塑料山墙出水口(带水斗) φ110","1.名称：屋面排水 塑料山墙出水口(带水斗) φ110\n2.规格、材质：UPVC管 De110  \n3.安装部位：屋面\n4.其他：满足设计及现行施工技术、质量验收规范要求","个","100",80.53,{"v":8053,"d":"8053.00"}]
["41","040504001041","","检查井 600×600","1.名称：检查井 600×600\n2.垫层材质及厚度：100mm厚C10混凝土垫层\n3.砌筑材料品种、规格、强度等级：MU10级砖 \n4.砂浆强度等级、配合比：MU7.5水泥砂浆 \n5.井盖材质、规格：φ700球墨铸铁井盖\n6.其他：满足设计及现行施工技术、质量验收规范要求","座","20",762.39,{"v":15247.8,"d":"15247.80"}]
["42","010512008042","","截水沟盖板 1200×1000","1.名称：截水沟盖板 1200×1000\n2.材质及做法：预制混凝土\n3.其他：满足设计及现行施工技术、质量验收规范要求","m3","46.86",669.12,31354.96]
["43","041001006043","","原有钢带波纹管拆除 DN400","1.名称：拆除原有钢带波纹管 DN400\n2.材质：钢带波纹管 \n3.管径：DN400\n4.其他：满足设计及现行施工技术、质量验收规范要求","m","50",4.76,{"v":238,"d":"238.00"}]
["44","040501004044","","钢带波纹管安装 DN400","1.名称：钢带波纹管安装 DN400\n2.材质及规格：钢带波纹管 DN400 \n3.材料等级：SN16\n4.连接形式：承插连接\n5.其他：满足设计及现行施工技术、质量验收规范要求","m","50",308.35,{"v":15417.5,"d":"15417.50"}]
["45","041001008045","","拆除混凝土井","1.名称：拆除混凝土井\n2.结构形式：混凝土井 \n3.规格尺寸：综合考虑\n4.不考虑建渣外运\n5.其他：满足设计及现行施工技术、质量验收规范要求","m3","5",173.65,868.25]
["46","041001007046","","拆除砖石结构","1.名称：拆除砖砌井\n2.结构形式：砖砌井\n3.规格尺寸：综合考虑\n4.不考虑建渣外运\n5.其他：满足设计及现行施工技术、质量验收规范要求","m3","5",89.7,{"v":448.5,"d":"448.50"}]
["47","040504002047","","新做检查井 φ1000","1.名称：新做检查井 φ1000\n2.垫层材质及厚度：100mm厚C10混凝土垫层\n3.基础材质及厚度：200mm厚C25S4混凝土基础\n4.混凝土强度等级：C25S4混凝土 \n5.井盖材质、规格：φ700球墨铸铁井盖 \n6.踏步材质、规格：详设计\n7.防渗、防水要求：防水水泥砂浆抹面\n8.其他：满足设计及现行施工技术、质量验收规范要求","座","19",1507.21,28636.99]
["48","041001002048","","人工拆除青石板","1.名称：人工拆除青石板\n2.材质：青石板 \n3.厚度：综合考虑\n4.其他：满足设计及现行施工技术、质量验收规范要求","m2","50",3.77,{"v":188.5,"d":"188.50"}]
["49","041001002049","","人工拆除人行道透水砖","1.名称：人工拆除人行道透水砖\n2.材质：透水砖 \n3.厚度：综合考虑\n4.其他：满足设计及现行施工技术、质量验收规范要求","m2","80",1.83,{"v":146.4,"d":"146.40"}]
["50","041001001050","","人工拆除原有混凝土路基 150mm","1.名称：人工拆除原有混凝土路基 150mm\n2.材质：混凝土\n3.厚度：150mm\n4.其他：满足设计及现行施工技术、质量验收规范要求","m2","130",13.65,{"v":1774.5,"d":"1774.50"}]
["51","040303001051","","恢复混凝土路基 C15","1.名称：恢复混凝土路基\n2.混凝土强度等级：C15\n3.厚度：按原设计\n4.其他：满足设计及现行施工技术、质量验收规范要求","m3","1059.54",55.9,59228.29]
["52","040204002052","","石板恢复","1.名称：石板恢复\n2.块料品种：老旧石板，利用拆除石板和更换新购石板综合考虑\n3.规格： 90×90×6(cm)\n4.垫层材质：水泥砂浆(特细砂) M7.5\n5.其他：满足设计及现行施工技术、质量验收规范要求","m2","50",48.05,{"v":2402.5,"d":"2402.50"}]
["53","040305001053","","中粗砂垫层","1.名称：中粗砂垫层\n2.材质：中粗砂\n3.厚度：综合考虑\n4.其他：满足设计及现行施工技术、质量验收规范要求","m3","3.9",200.41,{"v":781.6,"d":"781.60"}]
["54","040204002054","","恢复透水砖 300×150×30mm","1.名称：恢复透水砖 300×150×30mm\n2.材质：透水砖\n3.规格：300×150×30mm\n4.图形：综合考虑\n5.其他：满足设计及现行施工技术、质量验收规范要求","m2","80",71.58,{"v":5726.4,"d":"5726.40"}]
["55","041001005055","","拆除原有路缘石","1.名称：拆除原有路缘石\n2.材质：综合考虑\n3.其他：满足设计及现行施工技术、质量验收规范要求","m","120",2.16,{"v":259.2,"d":"259.20"}]
["56","040204004056","","恢复路缘石","1.名称：恢复路缘石\n2.材料品种、规格：15×50×100cm混凝土路沿石\n3.基础、垫层：水泥砂浆(特细砂) M10\n4.其他：满足设计及现行施工技术、质量验收规范要求","m","120",51.3,{"v":6156,"d":"6156.00"}]
["57","041001005057","","拆除树池框","1.名称：拆除树池框\n2.材质：综合考虑\n3.其他：满足设计及现行施工技术、质量验收规范要求","m","20",2.16,{"v":43.2,"d":"43.20"}]
["58","050201004058","","恢复青石树池","1.名称：恢复树池\n2.围牙材料种类、规格：树池嵌边石（青石），规格详设计\n3.基础、垫层：水泥砂浆(特细砂) M10\n4.其他：满足设计及现行施工技术、质量验收规范要求","m","20",20.67,{"v":413.4,"d":"413.40"}]
["59","ZB001059","","切割机路面切缝 深度10cm ","1.名称：切割机路面切缝 100mm\n2.厚度：100mm\n3.其他：满足设计及现行施工技术、质量验收规范要求","m","1000",5.31,{"v":5310,"d":"5310.00"}]
["60","041001001060","","拆除沥青路面 100mm","1.名称：拆除沥青路面 100mm\n2.材质：沥青混凝土\n3.厚度：100mm\n4.其他：满足设计及现行施工技术、质量验收规范要求","m2","2600.09",2.77,7202.25]
["61","041001008061","","拆除基层","1.名称：拆除基层\n2.材质：道路基层\n3.厚度:综合考虑\n4.其他：满足设计及现行施工技术、质量验收规范要求","m3","520.02",17.27,8980.75]
["62","040103002062","","余方弃置 ","1.名称：余方弃置\n2.废弃料品种：土石综合考虑 \n3.场内外运距及弃渣场地费用：投标人自行考虑\n4.其他：满足设计及现行施工技术、质量验收规范要求","m3","780.03",6.37,4968.79]
["63","040203003063","","透层","1.名称：透层\n2.材料品种：沥青 AH-70\n3.喷油量：详设计\n4.厚度：详设计\n5.其他：满足设计及现行施工技术、质量验收规范要求","m2","2600.09",3.64,9464.33]
["64","040203003064","","粘层","1.名称：粘层\n2.材料品种：沥青 AH-70\n3.喷油量：详设计 \n4.厚度：详设计 \n5.其他：满足设计及现行施工技术、质量验收规范要求","m2","5200.18",2.84,14768.51]
["65","040203006065","","沥青混凝土 AC-20C","1.名称：沥青混凝土 AC-20C\n2.沥青混凝土种类：AC-20C\n3.石料粒径：详设计 \n4.掺和料：详设计 \n5.厚度：60mm\n6.其他：满足设计及现行施工技术、质量验收规范要求","m2","2600.09",63.93,166223.75]
["66","040203006066","","沥青混凝土 AC-13C","1.名称：沥青混凝土 AC-13C\n2.沥青混凝土种类：AC-13C\n3.石料粒径：详设计\n4.掺和料：详设计  \n5.厚度：40mm\n6.其他：满足设计及现行施工技术、质量验收规范要求","m2","2600.09",43.82,113935.94]
["（五）",{"$nulls":3},"单价措施项目"]
[{"$nulls":4},"市政工程","项",1]
[67,null,null,"桩间墙脚手架","1.搭设方式：满足设计及行业规范要求\n2.搭设高度：详设计 \n3.脚手架材质：钢管等\n4.本项目工程量计算规则执行2020《 四川省建设工程工程量清单计价定额》相应章节\n5.其他：满足设计及现行施工技术、质量验收规范要求","m2","23.52",3.41,{"v":80.2,"d":"80.20"}]
[68,null,null,"沉井脚手架","1.搭设方式：满足设计及行业规范要求\n2.搭设高度：详设计 \n3.脚手架材质：钢管等\n4.本项目工程量计算规则执行2020《 四川省建设工程工程量清单计价定额》相应章节\n5.其他：满足设计及现行施工技术、质量验收规范要求","m2","381.21",3.41,1299.93]
[{"$nulls":3},"混凝土模板及支架 ",null," "," "]
[69,null,null,"垫层模板","1.支模高度：综合\n2.模板类型：木模、组合钢模板、竹胶合板综合\n3.支架材料：钢管、竹、木支架综合\n4.本项目投标人应根据施工经验，现场实际情况和企业自身情况综合报价，不论采用何种支模方式综合报价\n5.本项目工程量计算规则执行2020《 四川省建设工程工程量清单计价定额》相应章节\n6.其他：满足设计及现行施工技术、质量验收规范要求","m2","128.52",27.91,3586.99]
[70,null,null,"基础模板","1.支模高度：综合\n2.模板类型：木模、组合钢模板、竹胶合板综合\n3.支架材料：钢管、竹、木支架综合\n4.本项目投标人应根据施工经验，现场实际情况和企业自身情况综合报价，不论采用何种支模方式综合报价\n5.本项目工程量计算规则执行2020《 四川省建设工程工程量清单计价定额》相应章节\n6.其他：满足设计及现行施工技术、质量验收规范要求","m2","57.12",34.81,1988.35]
[71,null,null,"冠梁模板","1.支模高度：综合\n2.模板类型：木模、组合钢模板、竹胶合板综合\n3.支架材料：钢管、竹、木支架综合\n4.本项目投标人应根据施工经验，现场实际情况和企业自身情况综合报价，不论采用何种支模方式综合报价\n5.本项目工程量计算规则执行2020《 四川省建设工程工程量清单计价定额》相应章节\n6.其他：满足设计及现行施工技术、质量验收规范要求","m2","13.92",78.73,1095.92]
[72,null,null,"顶管井模板","1.支模高度：综合\n2.模板类型：木模、组合钢模板、竹胶合板综合\n3.支架材料：钢管、竹、木支架综合\n4.本项目投标人应根据施工经验，现场实际情况和企业自身情况综合报价，不论采用何种支模方式综合报价\n5.本项目工程量计算规则执行2020《 四川省建设工程工程量清单计价定额》相应章节\n6.其他：满足设计及现行施工技术、质量验收规范要求","m2","309.53",45.84,14188.86]
[73,null,null,"沉井井壁（隔墙）模板","1.支模高度：综合\n2.模板类型：木模、组合钢模板、竹胶合板综合\n3.支架材料：钢管、竹、木支架综合\n4.本项目投标人应根据施工经验，现场实际情况和企业自身情况综合报价，不论采用何种支模方式综合报价\n5.本项目工程量计算规则执行2020《 四川省建设工程工程量清单计价定额》相应章节\n6.其他：满足设计及现行施工技术、质量验收规范要求","m2","741.57",45.84,33993.57]
[74,null,null,"沉井底板模板","1.支模高度：综合\n2.模板类型：木模、组合钢模板、竹胶合板综合\n3.支架材料：钢管、竹、木支架综合\n4.本项目投标人应根据施工经验，现场实际情况和企业自身情况综合报价，不论采用何种支模方式综合报价\n5.本项目工程量计算规则执行2020《 四川省建设工程工程量清单计价定额》相应章节\n6.其他：满足设计及现行施工技术、质量验收规范要求","m2","138.86",40.33,5600.22]
[75,null,null,"沉井顶板模板","1.支模高度：综合\n2.模板类型：木模、组合钢模板、竹胶合板综合\n3.支架材料：钢管、竹、木支架综合\n4.本项目投标人应根据施工经验，现场实际情况和企业自身情况综合报价，不论采用何种支模方式综合报价\n5.本项目工程量计算规则执行2020《 四川省建设工程工程量清单计价定额》相应章节\n6.其他：满足设计及现行施工技术、质量验收规范要求","m2","46.84",65.51,3068.49]
[76,null,null,"管道包封模板","1.支模高度：综合\n2.模板类型：木模、组合钢模板、竹胶合板综合\n3.支架材料：钢管、竹、木支架综合\n4.本项目投标人应根据施工经验，现场实际情况和企业自身情况综合报价，不论采用何种支模方式综合报价\n5.本项目工程量计算规则执行2020《 四川省建设工程工程量清单计价定额》相应章节\n6.其他：满足设计及现行施工技术、质量验收规范要求","m2","220.8",49.37,{"v":10900.9,"d":"10900.90"}]
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[78,null,null,"截水沟侧壁","1.支模高度：综合\n2.模板类型：木模、组合钢模板、竹胶合板综合\n3.支架材料：钢管、竹、木支架综合\n4.本项目投标人应根据施工经验，现场实际情况和企业自身情况综合报价，不论采用何种支模方式综合报价\n5.本项目工程量计算规则执行2020《 四川省建设工程工程量清单计价定额》相应章节\n6.其他：满足设计及现行施工技术、质量验收规范要求","m2","1640",41.42,{"v":67928.8,"d":"67928.80"}]
[{"$nulls":3},"大型机械设备进出场及安拆 ",null," "," "]
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[80,null,null,"大型机械设备进出场 履带式旋挖钻机","1.机械设备名称：履带式挖掘机 \n2.机械设备规格型号：投标人自行考虑\n3.其他：满足设计及现行施工技术、质量验收规范要求","台次","1",5598.83,5598.83]
[81,null,null,"大型机械设备进出场 沥青混凝土摊铺机","1.机械设备名称：履带式挖掘机 \n2.机械设备规格型号：投标人自行考虑\n3.其他：满足设计及现行施工技术、质量验收规范要求","台次","1",3746.94,3746.94]
[82,null,null,"大型机械设备进出场 压路机","1.机械设备名称：履带式挖掘机 \n2.机械设备规格型号：投标人自行考虑\n3.其他：满足设计及现行施工技术、质量验收规范要求","台次","1",2691.17,2691.17]
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["（一）"," ",null,"新建围墙 ",null," "," "]
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[84,"040103001092",null,"土石回填","1.名称：土石回填\n2.密实度要求：满足设计要求 \n3.填方材料品种：土石综合考虑\n4.填方粒径要求：满足设计要求  \n5.填方来源、运距：场内综合考虑\n6.其他：满足设计及现行施工技术、质量验收规范要求","m3","21.27",6.27,133.36]
[85,"040103002093",null,"余方弃置 ","1.名称：余方弃置\n2.废弃料品种：土石综合考虑 \n3.场内外运距及弃渣场地费用：投标人自行考虑\n4.其他：满足设计及现行施工技术、质量验收规范要求","m3","11.28",9.83,110.88]
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[87,"010501002095",null,"带形基础 C15","1.名称：带形基础 C15\n2.混凝土强度等级：C15\n3.其他：满足设计及现行施工技术、质量验收规范要求","m3","1.13",65.33,73.82]
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[90,"010903004098",null,"墙面变形缝","1.名称：墙面变形缝\n2.做法：详设计\n3.其他：满足设计及现行施工技术、质量验收规范要求","m","9",12.48,112.32]
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[92,"011201001100",null,"墙面一般抹灰","1.名称：墙面一般抹灰\n2.抹灰材质：水泥砂浆(特细砂) 1∶3、水泥砂浆(特细砂) 1∶2.5\n3.其他：满足设计及现行施工技术、质量验收规范要求","m2","85.71",24.9,2134.18]
[93,"011406003101",null,"满刮防水腻子\n","1.名称：满刮防水腻子\n2.腻子种类：耐水腻子 \n3.做法：详设计\n4.其他：满足设计及现行施工技术、质量验收规范要求","m2","85.71",14.61,1252.22]
[94,"011406001102",null,"墙面真石漆","1.名称：墙面真石漆\n2.基层类型：综合考虑\n3.做法：详设计\n4.其他：满足设计及现行施工技术、质量验收规范要求","m2","85.71",62.23,5333.73]
["（二）"," ",null,"拆除围墙 ",null," "," "]
[95,"041001007103",null,"拆除原有围墙","1.名称：拆除原有围墙\n2.材质：砖砌围墙\n3.结构形式：综合考虑\n4.其他：满足设计及现行施工技术、质量验收规范要求","m3","15.48",89.7,1388.56]
[96,"040103002104",null,"余方弃置 ","1.名称：余方弃置\n2.废弃料品种：建渣 \n3.场内外运距及弃渣场地费用：投标人自行考虑\n4.其他：满足设计及现行施工技术、质量验收规范要求","m3","15.48",7.76,120.12]
["（三）"," ",null,"新建一体化设备基础及MBR膜设备 ",null," "," "]
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[98,"040103001106",null,"土石回填","1.名称：土石回填\n2.密实度要求：满足设计要求 \n3.填方材料品种：合格土\n4.填方粒径要求：满足设计要求  \n5.其他：满足设计及现行施工技术、质量验收规范要求","m3","52.02",6.27,326.17]
[99,"040103002107",null,"余方弃置","1.名称：余方弃置\n2.废弃料品种：土石综合考虑 \n3.场内外运距及弃渣场地费用：投标人自行考虑\n4.其他：满足设计及现行施工技术、质量验收规范要求","m3","73.82",9.83,725.65]
[100,"010404001108",null,"连砂石回填","1.名称：连砂石回填\n2.材料种类及配比：连砂石，综合考虑 \n3.压实系数：详见设计图\n4.其他：满足设计及现行施工技术、质量验收规范要求","m3","57.2",129.57,{"v":7411.4,"d":"7411.40"}]
[101,"040303002109",null,"垫层 C15","1.名称：垫层 C15\n2.混凝土强度等级：C15\n3.其他：满足设计及现行施工技术、质量验收规范要求","m3","2.82",44.09,124.33]
[102,"010501004110",null,"底板 C30","1.名称：底板 C30\n2.混凝土强度等级：C30\n3.其他：满足设计及现行施工技术、质量验收规范要求","m3","12.88",80.47,1036.45]
[103,"040901001111",null,"现浇构件钢筋 φ12～16","1.名称：三极钢 φ12～16\n2.钢筋种类：三极钢\n3.钢筋规格：φ12～16\n4.其他：满足设计及现行施工技术、质量验收规范要求","t","0.916",5038.04,4614.84]
["（四） "," ",null,"新建应急池 ",null," "," "]
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[105,"040103001114",null,"土石回填","1.名称：土石回填\n2.密实度要求：满足设计要求 \n3.填方材料品种：土石综合考虑\n4.填方粒径要求：满足设计要求  \n5.填方来源、运距：场内综合考虑\n6.其他：满足设计及现行施工技术、质量验收规范要求","m3","447.59",6.27,2806.39]
[106,"040103002115",null,"余方弃置","1.名称：余方弃置\n2.废弃料品种：土石综合考虑 \n3.场内外运距及弃渣场地费用：投标人自行考虑\n4.其他：满足设计及现行施工技术、质量验收规范要求","m3","378.71",9.83,3722.72]
[107,"040601003116",null,"垫层 C15","1.名称：垫层 C15\n2.混凝土强度等级：C15\n3.其他：满足设计及现行施工技术、质量验收规范要求","m3","16.2",44.1,714.42]
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[109,"040601007118",null,"池壁 C30 P8","1.名称：池壁 C30 P8\n2.混凝土强度等级：C30 \n3.防水、抗渗要求：P8\n4.其他：满足设计及现行施工技术、质量验收规范要求","m3","54.05",83.38,4506.69]
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[111,"040601008120",null,"池柱 C30 P8","1.名称：池柱 C30 P8\n2.混凝土强度等级：C30 \n3.防水、抗渗要求：P8\n4.其他：满足设计及现行施工技术、质量验收规范要求","m3","2.01",86.36,173.58]
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[113,"040601027122",null,"水泥基渗透结晶型防水涂料 涂膜厚1.0mm（侧壁）","1.名称：水泥基渗透结晶型防水涂料 涂膜厚1.0mm（侧壁）\n2.做法：详见设计图\n3.其他：满足设计及现行施工技术、质量验收规范要求","m2","369.77",29.67,10971.08]
[114,"040601027123",null,"水泥基渗透结晶型防水涂料 涂膜厚1.0mm（顶板）","1.名称：水泥基渗透结晶型防水涂料 涂膜厚1.0mm（顶板）\n2.做法：详见设计图\n3.其他：满足设计及现行施工技术、质量验收规范要求","m2","129.79",29.67,3850.87]
[115,"040504001124",null,"钢爬梯","1.名称：钢梯\n2.做法：详见设计图\n3.其他：满足设计及现行施工技术、质量验收规范要求","t","0.101",6171.02,623.27]
[116,"040504001125",null,"井盖","1.名称：井盖\n2.做法：详见设计图\n3.其他：满足设计及现行施工技术、质量验收规范要求","座","1",703.63,703.63]
[117,"040901001126",null,"一级钢 φ≤10","1.名称：一级钢 φ≤10\n2.钢筋种类：一极钢\n3.钢筋规格：φ≤10\n4.其他：满足设计及现行施工技术、质量验收规范要求","t","0.238",5468.44,1301.49]
[118,"040901001127",null,"三极钢 φ≤10","1.名称：三极钢 φ≤10\n2.钢筋种类：三极钢\n3.钢筋规格：φ≤10\n4.其他：满足设计及现行施工技术、质量验收规范要求","t","2.086",5468.44,11407.17]
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[120,"040901001129",null,"三极钢 φ＞16","1.名称：三极钢 φ＞16\n2.钢筋种类：三极钢\n3.钢筋规格：φ＞16\n4.其他：满足设计及现行施工技术、质量验收规范要求","t","0.104",5073.23,527.62]
["（伍）",null,null,"单价措施项目清单 ",null," "," "," "]
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[131,null,null,"池体脚手架","1.搭设方式：满足设计及行业规范要求\n2.搭设高度：详设计 \n3.脚手架材质：钢管等\n4.本项目工程量计算规则执行2020《 四川省建设工程工程量清单计价定额》相应章节\n5.其他：满足设计及现行施工技术、质量验收规范要求","m2","392.08",11.96,4689.28]
[{"$nulls":3},"混凝土模板及支架（撑 ） ",null," "," "]
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[137,null,null,"池柱模板","1.支模高度：综合\n2.模板类型：木模、组合钢模板、竹胶合板综合\n3.支架材料：钢管、竹、木支架综合\n4.本项目投标人应根据施工经验，现场实际情况和企业自身情况综合报价，不论采用何种支模方式综合报价\n5.本项目工程量计算规则执行2020《 四川省建设工程工程量清单计价定额》相应章节\n6.其他：满足设计及现行施工技术、质量验收规范要求","m2","29.05",52.58,1527.45]
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[138,null,null,"大型机械设备进出场 履带式挖掘机","1.机械设备名称：综合考虑 \n2.机械设备规格型号：综合考虑 \n3.其他：满足设计及现行施工技术、质量验收规范要求","台次","1",3402.11,3402.11]
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["1.投标人报价均以不含税价报价，以不含税报价进行报价，采购人承担中选供应商开具的增值税专用发票的票面税率税金。\n2.本次招采的劳务分包班组为包工包辅助材料包机具。劳务分包单位需具备劳务资质，施工现场要求配备技术负责人、施工员、安全员、资料员等专业知识的人员。\n3.劳务分包单位承担所属标段的材料费(扣除甲供材料后，甲供材为商品混凝土)、人工费、机械费、措施费、检测费、资料费 (含竣工资料 )、管理费、利润、税金等,施工图及清单中相关工作内容均包含。 \n4.结算工程量将扣除甲方自行施工的工程量部分，按实际收方并以业主审定的工程量为准。结算价=投标单价*业主审定工程量*（1+票面税率）。\n5.劳务分包需缴纳5%保证金。 \n6.付款及税费约定 \n(1)以每月合格工程量的80%进行计量支付进度款,完成该标段所有工作,竣工验收合格并审计后,支付至97%,余3%质保金,在质保期满后无息退还。 \n(2)农民工资由总承包方按月通过民工工资专户代发,按泸市人社办〔2022〕43号文件市政基础设施项目不低于20%，且按实际农民工在岗作业情况如实填写工资发放表，按表发放工资，在支付各分包进度款时扣除。 \n7.工伤保险由总包方统一购买,其它商业险由各专业分包自行购买。"]