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["G105国道综合提升工程设计施工总承包项目污水外溢及电力排管工程专业分包"]
["序号","清单编制说明"]
["一","清单编制范围及依据"]
[1.1,"工程概况：本工程位于珠海市上冲片区，建设范围包含G105国道主线及G105国道东侧辅道，G105国道主线道路红线宽度为43m，双向8车道，G105国道东侧辅道道路红线宽度为16m，双向2车道。G105国道道路等级为主干路，道路改造总长约为4.9km。\n本次招标范围为：G105国道综合提升工程设计施工总承包项目沥溪路污水外溢工程、安桦路口LID工程、漫舒·溪里段电力排管工程、人行道（ET17-ET55）公交站机电管道疏通整改工程、BK4+800沥青路面修复及新增排水设施工程"]
[1.2,"项目承包方式：劳务分包□；专业分包√；其他□。"]
[1.3,"项目承揽范围：G105国道综合提升工程设计施工总承包项目污水外溢及电力排管工程专业分包"]
[1.4,"清单编制依据：                                                                                                                                                                                                                     （1）《建设工程工程量清单计价规范》GB50500-2013及附录；                                                                                                                                                                                                  \n（2）国家或省级、行业建设主管部门颁发的计价依据和办法；                                                                                                                    \n（3）建设工程设计文件；\n（4）与建设工程项目有关的标准、规范、技术资料；\n（5）招标文件及其补充通知、答疑纪要；\n（6）施工现场情况、工程特点及常规施工方案；                                                                                                                                                                                                                                                   \n（7）其他相关资料。"]
[1.5,"本工程量清单包括清单编制说明、工程量清单、甲供材料一览表、甲定品牌一览表、零星工程单价清单、定额计价程序表、安全文明施工措施费工作清单等，上述内容均构成合同不可分割的一部分。"]
[1.6,"清单未提及的工作内容应包含但不限于：相关规范、质量通病、招标文件、施工合同、图纸要求、现场施工条件、施工方式、配合及响应政府号召的相关工作。"]
["二","清单综合单价构成及说明"]
["2.1","清单综合单价包括完成一个约定计量单位的清单项目所需的人工费、材料费（甲供材料以外的所有材料费用）、施工机具使用费、保险费（施工人员团体意外伤害保险）、管理费、利润、措施费用（详见措施费用明细）、其他费用（详见其他费用明细）、税金（按合同清单约定税率）、作为一个有经验的承包商对项目充分了解及对风险充分估计后所需承担的风险费用。"]
["2.2","清单综合单价包含措施费用明细：安全文明施工费（其中安全措施费用不低于含税造价的2%）；夜间施工增加费；非夜间施工照明费；二次搬运；冬雨季施工增加费；地上、地下设施、建筑物的临时保护设施费；已完工程及设备保护费、超高施工增加费、特殊工种培训费等。"]
["2.3","清单综合单价包含其他费用明细：预算包干费、材料试验检验费（甲供材料以外的所有材料的试验检验费用）、配合费（包括甲乙双方配合及与甲方其他分包之间的配合费用）、材料保管费（包括移交给乙方施工的甲供材料）、合同约定工期内合理的赶工费用。"]
["2.4","甲方按照现状向乙方交付场地，乙方根据现场踏勘情况制定施工用水、用电接驳方案，经甲方批准后自行实施，接驳费用均由乙方承担。施工区及生活区水费、电费均由乙方承担。按上述约定应由乙方承担的水费、电费，按如下顺序扣除水电费:①安装水电表的，按照水电表据实扣除;②没安装水电表的，工程结算前基坑支护工程、桩基础工程按合同暂定总价的 1.5%，除此之外的其他工程按合同暂定总价的 0.5%先行计算扣除，工程结算时基坑支护工程、桩基础工程按结算总价的 1.5%、除此之外的其他工程按结算总价的 0.5%予以调整，不足100元按照扣除100元计算。"]
["三","清单计价计量规则"]
[3.1,"本合同的工程量计算规则以本合同《工程量清单》中的工程量计量规则为准，未描述内容则参照《建设工程工程量清单计价规范》GB50500-2013及附录执行，如与本合同《工程量清单》中的工程量计量规则矛盾，则以本合同《工程量清单》中的工程量计量规则为准。"]
[3.2,"涉及到房屋建筑与装饰装修等工程的项目，按国家标准《房屋建筑与装饰工程计量规范》的相应项目执行；涉及到电气、给排水、消防等安装工程的项目，按照国家标准《通用安装工程计量规范》的相应项目执行；涉及到道路、室外给排水等工程的项目，按国家标准《市政工程计量规范》的相应项目执行。"]
[3.3,"本合同中以建筑面积为工程量计价的项目，为减少争议，均以项目规划许可证上载明的建筑面积为准，如需分割计算，则以《建筑工程建筑面积计算规范》GB/T 50353-2013计算规则为准。"]
[3.4,"招标范围外的定价原则：\n（1）专业分包：本工程量清单中有相似清单项，按相似清单项换算后的确定价格；若本工程量清单中无相似的清单项，则套定额确定价格，具体原则如下：消耗量按《广东省房屋建筑与装饰工程综合定额（2018）》、《广东省市政工程综合定额（2018）》、《广东省通用安装工程综合定额（2018）》、《广东省园林绿化工程综合定额（2018）》；人工、材料、机械台班价格按施工当月项目所在地信息价执行（如项目所在地当月信息价缺失，可通过协商定价的方式确定人工、材料、机械台班价格），按《工程定额计价办法》取费后房屋建筑与装饰工程、市政工程、通用安装工程下浮/，园林绿化工程下浮/。计价程序表详本清单所附《定额计价程序表》。                                                                                                                                         （2）劳务分包：按市场劳务价格执行或者双方谈判确定。"]
[3.5,"由于施工错误、质量问题等引起的返工等事项，工作量不予计量。"]
[3.6,"涉及苗木类清单要求苗木成活率不低于90%、灌木成活率不低于80%，如若低于上述要求成活率，承包单位须按死亡苗木实际品种及规格发包单位含税购买价格进行赔偿，赔偿数量为低于要求成活率的死亡苗木数量。"]
[3.7,"同样工作内容的清单，清单综合单价有高低时，按照综合单价低的原则结算。"]
[3.8,"结算按实际发生的有效工程量计算，工程量必须由甲方签字确认"]
["四","清单材料管理"]
[4.1,"除甲方提供的材料设备外，一切与乙方承包范围相关的材料均由乙方负责采购或租赁，其有关费用已包括在清单综合单价内。甲方提供的材料详见《甲供材料一览表》。"]
["4.2","乙方使用甲方提供的材料，须严格控制材料损耗，甲供材料损耗率按《甲供材料一览表》中约定的损耗率控制，超出材料约定损耗所浪费的材料费用由乙方按甲方含税购买价格进行赔偿。"]
["4.3","甲方提供的钢筋施工后产生的废料，由乙方负责收集整理至甲方指定地点，由甲方负责回收,且废料不充减钢筋总供应量。"]
["4.4","由乙方负责采购或租赁的材料设备由乙方按要求负责送检，相应检验费用已包含在清单综合单价中。由乙方负责采购或租赁的材料设备须符合甲方的品牌、品质要求，进场使用前须按甲方要求，接收检查，并提供材料设备相应的合格证明材料。"]
["五","增值税说明"]
["5.1","本工程需开具增值税专用发票，税率 9 %，城建税、教育附加税等其他税费均已在价税分离中不含税部分综合考虑。若后期国家或地区增值税税率发生调整，则保持不含税综合单价不变，税金按政策进行相应调整（无论调增还是调减）。"]
["六","其他说明"]
[6.1,"报价前或签订本合同前，承包人已详细阅读并了解本说明、勘探报告、地下管线、施工用电、临时设施、现场情况等资料及项目所在地的政策环境和市场环境，并自行至工地现场踏勘，承包人因不了解上述资料或现场而提出的索赔将不予受理。"]
["6.2","本清单项目名称对工作内容的描述是简单性和概括性的，并非完整无缺，其它未提及的必需工序、辅助工作等均已综合考虑在本项目各综合单价中。清单中未开列或未有说明的费用，但合同约定为本工程工作内容及工程范围的，由投标单位综合考虑在已列出的清单项目中，结算时不予计算。"]
["6.3","投标人投标时除提供投标报价单外，还须提供报价组成文件作为标书的一部分，一般情况下需提供易达计价文件，如无法使用易达软件计价的情况，按《分包报价综合单价分析表》样表提供组价文件。"]
["6.4","清单综合单价包含的安全文明施工费，需施作内容详见《安全文明施工措施费工作清单》，可根据分包承包范围及内容适当调整选择。"]
[6.5,"本项目不接受不平衡报价。"]
["6.6","《零星工程单价清单》中的清单项目及单价为固定约定，分包单位中标后，对于发包方委托的零星项目不可拒绝，零星工程单价不可更改。"]

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["G105国道综合提升工程设计施工总承包项目污水外溢及电力排管工程\n专业分包"]
["工程量清单"]
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[null,"现状沥青路面拆除和恢复","范围：沥溪路污水外溢工程、安桦路口LID工程、漫舒·溪里段电力排管工程",{"$nulls":8},"路结-01，路面结构J6"]
[1,"拆除现状沥青路面","1、拆除沥青柏油类路面层 机械拆除 厚10cm\n2、废料外运运距：综合考虑\n3、其他：详见设计图纸及相关规范要求","按《市政工程计量规范》执行","/","m2",{"v":199,"d":"199.00"},null,{"v":0.09,"d":"9%"},{"$f":"ROUND(H7*(1+I7),2)","v":{"v":0,"d":"0.00"}},{"$f":"ROUND(G7*J7,2)","v":{"v":0,"d":"0.00"}}]
[2,"拆除现状混凝土基层","1、液压岩石破碎机破碎混凝土类基层 厚46cm\n2、废料外运运距：综合考虑\n3、其他：详见设计图纸及相关规范要求","按《市政工程计量规范》执行","/","m2",{"v":199,"d":"199.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[3,"恢复现状沥青路面-沥青混凝土SMA-13（人工摊铺）","1、沥青混凝土种类:SMA-13改性沥青玛蹄脂碎石混和料\n2、厚度:4cm\n3、掺和料:0.3%（重量比）纤维稳定剂\n4、石料品种：辉绿岩\n5、工艺自行考虑，人工摊铺\n6、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m2",{"v":199,"d":"199.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[4,"恢复现状沥青路面-喷洒PCR改性乳化沥青粘层（快裂）","1、PCR改性乳化沥青粘层（快裂）\n2、喷油量:0.3-0.6L/m2\n3、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m2",{"v":199,"d":"199.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[5,"恢复现状沥青路面-沥青混凝土AC-20C（人工摊铺）","1、沥青混凝土种类:中粒式沥青混凝土 AC-20C\n2、厚度:6cm\n3、掺和料:0.4%重量比添加抗车辙剂\n4、石料品种：辉绿岩\n5、工艺自行考虑，人工摊铺\n6、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m2",{"v":199,"d":"199.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[6,"恢复现状沥青路面-喷洒PCR改性乳化沥青粘层（快裂）","1、PCR改性乳化沥青粘层（快裂）\n2、喷油量:0.3-0.6L/m2\n3、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m2",{"v":199,"d":"199.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[7,"恢复现状沥青路面-沥青混凝土调平层（人工摊铺）","1、沥青混凝土类:SBSAC-20C 中粒式改性沥青砼（辉绿岩，含添加剂）\n2、厚度:调平层\n3、掺和料:0.4%重量比添加抗车辙剂\n4、石料品种：花岗岩\n5、工艺自行考虑，人工摊铺\n6、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m3",{"v":2,"d":"2.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[8,"恢复现状沥青路面-喷洒PCR改性乳化沥青粘层（快裂）","1、PCR改性乳化沥青粘层（快裂）\n2、喷油量:0.3-0.6L/m2\n3、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m2",{"v":199,"d":"199.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[9,"恢复现状沥青路面-聚酯长丝土工布(满铺)","1、铺设土工布 ：聚酯长丝土工布 (满铺)\n2、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m2",{"v":199,"d":"199.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[10,"恢复现状沥青路面-70#石油沥青（1.2L/m2）","1、材料品种:70#石油沥青\n2、喷油量:1.2L/m2\n3、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m2",{"v":199,"d":"199.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[11,"既有水泥路面表面凿毛2~3mm","1、沥青路面摊铺前对既有水泥路面表面凿毛2~3mm\n2、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m2",{"v":199,"d":"199.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[12,"恢复现状沥青路面-C40水泥砼面层 厚26cm","1、混凝土:C40水泥砼面层\n2、厚度:260mm\n3、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m2",{"v":199,"d":"199.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[13,"恢复现状沥青路面-C20水泥砼基层 厚20cm","1、混凝土:C20水泥砼面层\n2、厚度:200mm\n3、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m2",{"v":199,"d":"199.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[14,"恢复现状沥青路面-植筋 直径14mm","1、植筋 钢筋直径 φ14mm\n2、植筋间距60cm\n3、植筋胶植筋，测量、放线、定位、钻孔、清孔、植筋、固化\n4、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","根",{"v":137,"d":"137.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[null,"现状人行道拆除和恢复","范围：沥溪路污水外溢工程、安桦路口LID工程、漫舒·溪里段电力排管工程",{"$nulls":8},"路结-01，人行道结构大样"]
[15,"拆除现状人行道面砖（保护性拆除）","1、拆除人行道面砖（保护性拆除）\n2、拆除厚度：6cm砖\n3、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m2",{"v":148,"d":"148.00"},null,{"v":0.09,"d":"9%"},{"$f":"ROUND(H22*(1+I22),2)","v":{"v":0,"d":"0.00"}},{"$f":"ROUND(G22*J22,2)","v":{"v":0,"d":"0.00"}}]
[16,"拆除现状人行道基层（混凝土）","1、拆除人行道基层（混凝土）\n2、拆除厚度：15cm\n3、机械类型：小型机械\n4、废料外运运距：综合考虑\n5、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m2",{"v":148,"d":"148.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[17,"拆除现状人行道基层（水泥稳定石屑层）","1、拆除人行道基层（水泥稳定石屑层）\n2、拆除厚度：15cm\n3、机械类型：小型机械\n3、废料外运运距：综合考虑\n4、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m2",{"v":148,"d":"148.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[18,"恢复现状人行道面砖（利旧）","1、芝麻灰花岗岩600*300*60mm（利旧）\n2、花岗岩人行道砖 8cm(现场搅拌 水泥砂浆 M10)\n3、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m2",{"v":148,"d":"148.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[19,"恢复现状人行道面砖","1、芝麻灰花岗岩600*300*60mm\n2、花岗岩人行道砖 8cm(现场搅拌 水泥砂浆 M10)\n3、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m2",{"v":10,"d":"10.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[20,"恢复现状人行道基层C20砼厚15cm","1、人行道垫层：C20普通混凝土\n2、厚度:15cm\n3、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m2",{"v":148,"d":"148.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[21,"恢复现状人行道基层2.0MPa水泥稳定石屑厚15cm","1、水泥含量:2.5%\n2、石料规格:石屑\n3、厚度:150mm\n4、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m2",{"v":148,"d":"148.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[22,"拆除现状花岗岩侧石(100*40*15cm)（保护性拆除）","1、拆除现状花岗岩侧石(100*40*15cm)（保护性拆除）\n2、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m",{"v":50,"d":"50.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[23,"恢复花岗岩侧石 100×40×15cm(利旧)","1、材料品种、规格:花岗岩侧石 100×40×15cm(利旧)\n2、基础、垫层：M10水泥砂浆3cm\n3、C15砼后座、模板制安\n4、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m",{"v":50,"d":"50.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[24,"恢复花岗岩侧石 100×40×15cm","1、材料品种、规格:花岗岩侧石 100×40×15cm\n2、基础、垫层：M10水泥砂浆3cm\n3、C15砼后座、模板制安\n4、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m",{"v":10,"d":"10.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[25,"拆除现状花岗岩平石(100*20*10cm)（保护性拆除）","1、拆除现状花岗岩平石(100*20*10cm)（保护性拆除）\n2、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m",{"v":50,"d":"50.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[26,"恢复现状花岗岩平石100*20*10cm（利旧）","1、材料品种、规格:花岗岩平石 100*20*10cm（利旧）\n2、基础、垫层：M10水泥砂浆3cm\n3、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m",{"v":50,"d":"50.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[27,"恢复现状花岗岩平石100*20*10cm","1、材料品种、规格:花岗岩平石 100*20*10cm\n2、基础、垫层：M10水泥砂浆3cm\n3、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m",{"v":10,"d":"10.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[null,"现状绿化带拆除和恢复","范围：沥溪路污水外溢工程、安桦路口LID工程、漫舒·溪里段电力排管工程"]
[28,"拆除现状绿化带(草皮、种植土)","1、拆除现状绿化带(草皮、种植土)\n2、厚度：30cm\n3、废料外运运距：综合考虑\n4、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m2",{"v":71,"d":"71.00"},null,{"v":0.09,"d":"9%"},{"$f":"ROUND(H36*(1+I36),2)","v":{"v":0,"d":"0.00"}},{"$f":"ROUND(G36*J36,2)","v":{"v":0,"d":"0.00"}}]
[29,"恢复现状绿化带(马尼拉草)","1、草皮种类:马尼拉草\n2、铺种方式：满铺\n3、养护期:1个月","按《市政工程计量规范》执行","/","m2",{"v":71,"d":"71.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[30,"恢复现状绿化带(种植土回填)","1、填耕植土 机械\n2、种植土厚度：30cm\n3、填土来源外购土\n4、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m3",{"v":21.3,"d":"21.30"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[null,"沥溪路污水外溢工程"]
[31,"挖沟槽土方（利用方 就近堆放）","1、土壤类别:一二类土\n2、挖土深度:4m内\n3、开挖方式:人机配合开挖\n4、其他满足图纸设计要求及施工规范","按《市政工程计量规范》执行","/","m3",297.96,null,{"v":0.09,"d":"9%"},{"$f":"ROUND(H40*(1+I40),2)","v":{"v":0,"d":"0.00"}},{"$f":"ROUND(G40*J40,2)","v":{"v":0,"d":"0.00"}}]
[32,"回填方（利用挖方）","1、密实度要求:按设计及规范要求\n2、填方材料品种:土方\n3、填方粒径要求:按设计及规范要求\n4、填方来源、运距:利用方\n5、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m3",150.42,null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[33,"石屑垫层 20cm","1、密实度要求:按设计及规范要求\n2、填方材料品种:石屑\n3、填方粒径要求:按设计及规范要求\n4、填方来源:外购\n5、部位:沟槽垫层\n6、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m3",23.09,null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[34,"回填石屑","1、密实度要求:按设计及规范要求\n2、填方材料品种:石屑\n3、填方粒径要求:按设计及规范要求\n4、填方来源:外购\n5、部位:沟槽\n6、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m3",113.33,null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[35,"Ⅲ打拔拉森钢板桩租赁（6m）","1、地层情况：按地质勘察报告\n2、桩长：6m\n3、板桩类型：拉森Ⅲ型\n4、桩间距：密打\n5、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","t",124.2,null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[36,"沟槽钢板桩支撑(宽度4m内)","1、钢板桩支撑安装、拆除宽度4m内\n2、钢板桩支撑使用期限综合考虑\n3、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m","69.000",null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[37,"球墨铸铁污水管 DN400","1、材质及规格:DN400球墨铸铁污水管\n2、接口方式:承插胶圈接口\n3、管道检验及试验要求:管道闭水试验\n4、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m","26.000",null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[38,"球墨铸铁污水管 DN500","1、材质及规格:DN500球墨铸铁污水管\n2、接口方式:承插胶圈接口\n3、管道检验及试验要求:管道闭水试验\n4、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m","43.000",null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[39,"圆形混凝土污水检查井 Φ1000（承载力≥400KN）,图集20S515-30、31","1、垫层及厚度:100mm厚C10混凝土垫层\n2、底板及墙身混凝土强度等级:C25钢筋混凝土\n3、盖板材质、规格:C25钢筋混凝土\n4、井盖、井圈材质及规格:C30预制混凝土井圈,φ700球墨铸铁防沉降井盖\n5、踏步材质、规格:塑钢爬梯\n6、钢筋:现浇、预制钢筋制安\n7、防坠落网制作安装\n8、图集号:20S515-30、31\n9、其他:详见设计施工图及规范要求","按《市政工程计量规范》执行","/","座","4.000",null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[null,"安桦路口LID工程"]
[40,"II级钢筋混凝土排水管（承插式）|DN400","1、垫层、基础材质及厚度:石屑垫层\n2、管座材质:钢筋混凝土Ⅱ级管\n3、规格:DN400\n4、接口方式:承插橡胶圈接口φ300 预拌水泥砂浆 1:2捻缝抹灰\n5、砼基座：C20商品混凝土\n6、其他满足图纸设计要求及施工规范","按《市政工程计量规范》执行","/","m",{"v":34,"d":"34.00"},null,{"v":0.09,"d":"9%"},{"$f":"ROUND(H50*(1+I50),2)","v":{"v":0,"d":"0.00"}},{"$f":"ROUND(G50*J50,2)","v":{"v":0,"d":"0.00"}}]
[41,"砖砌偏沟式四箅雨水口","1、类型:砖砌偏沟式双箅雨水口，井内径为2225*380mm，井高平均为1.0m\n2、垫层、基础材料品种、强度:C15商品混凝土\n3、砌筑材料品种、规格、强度等级:M10水泥砂浆砌MU10\n4、座浆、抹三角灰:均采用1:2水泥砂浆\n5、井篦、井座材质:防盗型球墨铸铁井篦、井座750mm×450mm\n6、钢筋、模板制作、安装 圆钢 φ10mm以内\n7、具体详见《预制装配式钢筋混凝土雨水口标准图集06MS201-8-11》","按《市政工程计量规范》执行","/","座",{"v":2,"d":"2.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[42,"偏沟式双箅雨水口","1、类型:砖砌偏沟式双箅雨水口，井内径为1450*380mm，井高平均为1.0m\n2、垫层、基础材料品种、强度:C15商品混凝土\n3、砌筑材料品种、规格、强度等级:M10水泥砂浆砌MU10\n4、座浆、抹三角灰:均采用1:2水泥砂浆\n5、井篦、井座材质:防盗型球墨铸铁井篦、井座750mm×450mm\n6、钢筋、模版制作、安装 圆钢 φ10mm以内\n7、具体详见《预制装配式钢筋混凝土雨水口标准图集06MS201-8-10》","按《市政工程计量规范》执行","/","座",{"v":1,"d":"1.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[43,"挖沟槽土方(利用方就近堆放)","1、土壤类别:一二类土\n2、挖土深度:4m内\n3、开挖方式:人机配合开挖\n4、其他满足图纸设计要求及施工规范","按《市政工程计量规范》执行","/","m3",52.21,null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[44,"回填石屑","1、名称：回填石屑\n2、密实度要求:按设计及规范要求\n3、填方材料品种:外购石屑\n4、填方粒径要求:按设计及规范要求","按《市政工程计量规范》执行","/","m3",30.95,null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[null,"漫舒·溪里段电力排管工程"]
[45,"纤维编绕拉挤电缆导管 8*DB-BWERP150*5.5-SN50","1、名称：纤维编绕拉挤电缆导管\n2、规格:8×DB-BWERP150×5.5-SN50\n2、垫层：C15混凝土\n3、基础:C20混凝土包封\n4、成品排管支架制安\n5、综合考虑渠道沉降缝油浸麻丝\n6、其他：详见设计图纸及相关规范要求","按《市政工程计量规范》执行","/","m",{"v":65,"d":"65.00"},null,{"v":0.09,"d":"9%"},{"$f":"ROUND(H56*(1+I56),2)","v":{"v":0,"d":"0.00"}},{"$f":"ROUND(G56*J56,2)","v":{"v":0,"d":"0.00"}}]
[46,"拖管施工 MPP管 8×MPP150×10-SN50","1、名称：拖管施工 MPP管\n2、规格:8×MPP150×10-SN50\n3、内容：导向钻孔、扩孔、布管、回拖、场内运输、清理现场等全部工序\n4、其他：详见设计图纸及相关规范要求","按《市政工程计量规范》执行","/","m",{"v":93,"d":"93.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[47,"小型四通型电缆井","1、名称：小型四通型电缆井（详见图集07SD101-8-58）\n2、井盖规格：球墨铸铁检查井盖座DN700轻型\n3、其他：详见设计图纸及相关规范要求","按《市政工程计量规范》执行","/","座",{"v":2,"d":"2.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[48,"挖沟槽土方(利用方就近堆放)","1、土壤类别:一二类土\n2、挖土深度:2m内\n3、开挖方式:人机配合开挖\n4、其他满足图纸设计要求及施工规范","按《市政工程计量规范》执行","/","m3",155.15,null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[49,"回填方（利用挖方）","1、密实度要求:按设计及规范要求\n2、填方材料品种:土方\n3、填方粒径要求:按设计及规范要求\n4、填方来源、运距:利用方\n5、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m3",100.33,null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[50,"余方弃运","1、名称：余方弃运\n2、运距：综合考虑\n3、其他：详见设计图纸及相关规范要求","按《市政工程计量规范》执行","/","m3",54.82,null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[null,"人行道（ET17-ET55）公交站机电管道疏通整改工程"]
[51,"拆除现状人行道面砖（保护性拆除）","1、拆除人行道面砖（保护性拆除）\n2、拆除厚度：6cm砖\n3、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m2",30.45,null,{"v":0.09,"d":"9%"},{"$f":"ROUND(H63*(1+I63),2)","v":{"v":0,"d":"0.00"}},{"$f":"ROUND(G63*J63,2)","v":{"v":0,"d":"0.00"}}]
[52,"拆除现状人行道基层（混凝土）","1、拆除人行道基层（混凝土）\n2、拆除厚度：15cm\n3、机械类型：小型机械\n4、废料外运运距：综合考虑\n5、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m2",30.45,null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[53,"拆除现状人行道基层（水泥稳定石屑层）","1、拆除人行道基层（水泥稳定石屑层）\n2、拆除厚度：15cm\n3、机械类型：小型机械\n3、废料外运运距：综合考虑\n4、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m2",30.45,null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[54,"恢复现状人行道面砖（利旧）","1、芝麻灰花岗岩600*300*60mm（利旧）\n2、花岗岩人行道砖 8cm(现场搅拌 水泥砂浆 M10)\n3、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m2",30.45,null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[55,"恢复现状人行道基层C20砼厚15cm","1、人行道垫层：C20普通混凝土\n2、厚度:15cm\n3、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m2",30.45,null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[56,"恢复现状人行道基层2.0MPa水泥稳定石屑厚15cm","1、水泥含量:2.5%\n2、石料规格:石屑\n3、厚度:150mm\n4、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m2",30.45,null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[57,"挖沟槽土方(利用方就近堆放)","1、土壤类别:一二类土\n2、挖土深度:2m内\n3、开挖方式:人机配合开挖\n4、其他满足图纸设计要求及施工规范","按《市政工程计量规范》执行","/","m3",21.75,null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[58,"回填方（利用挖方）","1、密实度要求:按设计及规范要求\n2、填方材料品种:土方\n3、填方粒径要求:按设计及规范要求\n4、填方来源、运距:利用方\n5、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m3",21.11,null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[59,"余方弃运","1、名称：余方弃运\n2、运距：综合考虑\n3、其他：详见设计图纸及相关规范要求","按《市政工程计量规范》执行","/","m3",0.64,null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[60,"电缆保护管管道堵塞排查","1、井盖启闭：人工启闭路灯装饰井盖\n2、管道检测：人工穿线器排查\n3、其他：详见设计图纸及相关规范要求","按《市政工程计量规范》执行","/","m",{"v":2719.3,"d":"2719.30"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[61,"电缆保护管管道疏通","1、设备：高压疏通车，人工配合                   2、井盖启闭：人工启闭路灯装饰井盖\n3、管道疏通：管道堵塞高压水车疏通                                      4、积水、积泥、垃圾清理，运距综合考虑\n5、其他：详见设计图纸及相关规范要求","按《市政工程计量规范》执行","/","m",1359.65,null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[62,"电缆保护管敷设","1、名称:电缆UPVC保护管\n2、规格:DN75×5.0\n3、材质:PVC通信管\n4、敷设方式:切管、埋地敷设\n5、其他：详见设计图纸及相关规范要求","按《市政工程计量规范》执行","/","m",{"v":145,"d":"145.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[63,"人工拆除现状黄金麻花岗岩侧石（已破损缺失无法利用","1、人工拆除现状黄金麻花岗岩侧石（已破损缺失无法利用）\n2、废弃物运距：综合考虑                       3、其他：综合考虑按图纸和规范要求而实施、完成这项工程的一切有关费用求","按《市政工程计量规范》执行","/","m",{"v":30,"d":"30.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[64,"黄金麻花岗岩高侧石（直形）100*65*20cm","1、黄金麻花岗岩高侧石（直形）100*65*20cm\n2、30mm厚M10水泥沙浆\n3、100厚C25砼后座及模板制安\n4、其他满足图纸设计要求及施工规范","按《市政工程计量规范》执行","/","m",{"v":25,"d":"25.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[65,"黄金麻花岗岩高侧石75*65*20cm   （弧形）","1、黄金麻花岗岩高侧石（弧形）75*65*20cm\n2、30mm厚M10水泥沙浆\n3、100mm厚C25砼后座及模板制安                    4、其他满足图纸设计要求及施工规范","按《市政工程计量规范》执行","/","m",{"v":5,"d":"5.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[null,"BK4+800沥青路面修复及新增排水设施工程"]
[66,"拆除现状沥青路面","1、拆除沥青柏油类路面层 机械拆除 厚10cm\n2、废料外运运距：综合考虑\n3、其他：详见设计图纸及相关规范要求","按《市政工程计量规范》执行","/","m2",{"v":180,"d":"180.00"},null,{"v":0.09,"d":"9%"},{"$f":"ROUND(H79*(1+I79),2)","v":{"v":0,"d":"0.00"}},{"$f":"ROUND(G79*J79,2)","v":{"v":0,"d":"0.00"}}]
[67,"拆除现状混凝土基层","1、液压岩石破碎机破碎混凝土类基层 厚46cm\n2、废料外运运距：综合考虑\n3、其他：详见设计图纸及相关规范要求","按《市政工程计量规范》执行","/","m2",{"$f":"100+12","v":{"v":112,"d":"112.00"}},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[68,"AC-13C SBS细粒式改性沥青砼（辉绿岩，含添加剂） 厚3.5cm","1、沥青混凝土种类:SBS细粒式沥青混凝土 AC-13C\n2、厚度:3.5m\n3、掺和料:0.3%（重量比）纤维稳定剂\n4、石料品种：辉绿岩\n5、工艺自行考虑，人工摊铺\n6、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m2",{"v":180,"d":"180.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[69,"喷洒PCR改性乳化沥青粘层（快裂）","1、PCR改性乳化沥青粘层（快裂）\n2、喷油量:0.3-0.6L/m2\n3、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m2",{"v":180,"d":"180.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[70,"中粒式密集配沥青混合料 AC-20C","1、沥青品种：中粒式普通沥青混凝土 AC-20C\n2、厚度：6cm\n3、沥青混凝土运距：综合考虑 \n4、添加0.4%抗车辙剂\n5、工艺自行考虑，人工摊铺\n6、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m2",{"v":180,"d":"180.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[71,"喷洒PCR改性乳化沥青粘层（快裂）","1、PCR改性乳化沥青粘层（快裂）\n2、喷油量:0.3-0.6L/m2\n3、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m2",{"v":180,"d":"180.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[72,"聚酯长丝土工布(满铺)","1、铺设土工布 ：聚酯长丝土工布 (满铺)\n2、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m2",{"v":180,"d":"180.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[73,"70#石油沥青（1.2L/m2）","1、材料品种:70#石油沥青\n2、喷油量:1.2L/m2\n3、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m2",{"v":180,"d":"180.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[74,"C40水泥砼面层 厚24cm","1、混凝土:C40水泥砼面层\n2、厚度:240mm\n3、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m2",{"v":120,"d":"120.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[75,"C20水泥砼基层 厚20cm","1、混凝土:C20水泥砼面层\n2、厚度:200mm\n3、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m2",{"v":10,"d":"10.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[76,"植筋 直径14mm","1、植筋 钢筋直径 φ14mm\n2、植筋间距60cm\n3、植筋胶植筋，测量、放线、定位、钻孔、清孔、植筋、固化\n4、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","根",{"v":32,"d":"32.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[77,"挖沟槽土方(利用方就近堆放)","1、土壤类别:一二类土\n2、挖土深度:2m内\n3、开挖方式:人机配合开挖\n4、其他满足图纸设计要求及施工规范","按《市政工程计量规范》执行","/","m3",{"v":8.4,"d":"8.40"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[78,"余方弃运","1、名称：余方弃运\n2、运距：综合考虑\n3、其他：详见设计图纸及相关规范要求","按《市政工程计量规范》执行","/","m3",{"v":8.4,"d":"8.40"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[79,"回填石屑","1、密实度要求:按设计及规范要求\n2、填方材料品种:石屑\n3、填方粒径要求:按设计及规范要求\n4、填方来源:外购\n5、部位:沟槽\n6、其他要求：详见设计施工图及规范要求","按《市政工程计量规范》执行","/","m3",4.04,null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[80,"II级钢筋混凝土排水管（承插式）|DN300","1、垫层、基础材质及厚度:石屑垫层\n2、管座材质:钢筋混凝土Ⅱ级管\n3、规格:DN300\n4、接口方式:承插橡胶圈接口φ300 预拌水泥砂浆 1:2捻缝抹灰\n5、砼基座：C20商品混凝土\n6、其他满足图纸设计要求及施工规范","按《市政工程计量规范》执行","/","m",{"v":10,"d":"10.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[81,"偏沟式双箅雨水口","1、类型:砖砌偏沟式双箅雨水口，井内径为1450*380mm，井高平均为1.0m\n2、垫层、基础材料品种、强度:C15商品混凝土\n3、砌筑材料品种、规格、强度等级:M10水泥砂浆砌MU10\n4、座浆、抹三角灰:均采用1:2水泥砂浆\n5、井篦、井座材质:防盗型球墨铸铁井篦、井座750mm×450mm\n6、钢筋、模版制作、安装 圆钢 φ10mm以内\n7、具体详见《预制装配式钢筋混凝土雨水口标准图集06MS201-8-10》","按《市政工程计量规范》执行","/","座",{"v":1,"d":"1.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
[82,"双篦雨水口篦圈钢筋混凝土加固","1、名称：雨水口篦圈钢筋混凝土加固 双篦\n2、混凝土材质与规格： 普通预拌混凝土 C30\n3、管、渠道及其他 小型构件 ：木模板制安\n4、钢筋制作、安装规格：圆钢 φ10以内\n5、其他满足图纸设计要求及施工规范","按《市政工程计量规范》执行","/","座",{"v":1,"d":"1.00"},null,{"v":0.09,"d":"9%"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
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[7,"含税工程造价","5+6"]
[8,"独立费"]
[9,"甲供材料超领扣款",null,"按合同相关条款执行"]
[10,"工程造价总计","7+8-9"]
["注：1、如施工期间，政府相关费率调整，则上述税率相应调整："]
[]
[]
["安装工程定额计价程序表"]
["序号","费用名称","取费基数","费率(%)"]
["1","分部分项工程费","1.1+1.2"]
["1.1","定额分部分项工程费","1.1.1+1.1.2+1.1.3+1.1.4"]
["1.1.1","人工费","分部分项人工费"]
["1.1.2","材料费","分部分项材料费+分部分项主材费+分部分项设备费"]
["1.1.3","机具费","分部分项机具费"]
["1.1.4","管理费","分部分项管理费"]
[1.2,"利润","人工费+机具费",{"v":0.2,"d":"20.00%"}]
["2","措施项目费","2.1+2.2"]
["2.1","绿色施工安全防护措施费","人工费+机具费",{"v":0.3577,"d":"35.77%"}]
["2.2","其他措施项目费",null,"只计算模板"]
["3","其他项目费","3.1+3.2+3.3"]
[3.1,"总承包服务费",null,{"v":0,"d":"0.00%"}]
[3.2,"预算包干费","人工费+机具费",{"v":0.1,"d":"10.00%"}]
[3.3,"工程优质费",null,"按合同相关条款执行"]
["4","税前工程造价","1+2+3"]
[5,"下浮工程造价（甲供、甲定价材料除外）","4*浮动率","详见清单说明规定"]
[6,"增值税销项税额","5*税率",{"v":0.09,"d":"9.00%"}]
[7,"含税工程造价","5+6"]
[8,"独立费"]
[9,"甲供材料超领扣款",null,"按合同相关条款执行"]
[10,"工程造价总计","7+8-9"]
["注：1、如施工期间，政府相关费率调整，则上述税率相应调整："]
[]
["市政工程计价程序表"]
["序号","费用名称","计算基础","费率"]
["1","分部分项工程费","1.1+1.2"]
["1.1","定额分部分项工程费","1.1.1+1.1.2+1.1.3+1.1.4"]
["1.1.1","人工费","分部分项人工费"]
["1.1.2","材料费","分部分项材料费+分部分项主材费+分部分项设备费"]
["1.1.3","机具费","分部分项机具费"]
["1.1.4","管理费","分部分项管理费"]
[1.2,"利润","人工费+机具费",{"v":0.15,"d":"15.00%"}]
["2","措施项目费","2.1+2.2"]
["2.1","绿色施工安全防护措施费","人工费+机具费","单独场地平整工程4.35%；道路、管网工程16.5%；桥梁、隧道、水处理构筑物工程14.5%。"]
["2.2","其他措施项目费",null,"只计算模板"]
["3","其他项目费","3.1+3.2+3.3"]
[3.1,"总承包服务费",null,{"v":0,"d":"0.00%"}]
[3.2,"预算包干费","人工费+机具费",{"v":0.06,"d":"6.00%"}]
[3.3,"工程优质费",null,"按合同相关条款执行"]
["4","税前工程造价","1+2+3"]
[5,"下浮工程造价（甲供、甲定价材料除外）","4*浮动率","详见清单说明规定"]
[6,"增值税销项税额","5*税率",{"v":0.09,"d":"9.00%"}]
[7,"含税工程造价","5+6"]
[8,"独立费"]
[9,"甲供材料超领扣款",null,"按合同相关条款执行"]
[10,"工程造价总计","7+8-9"]
["注：1、如施工期间，政府相关费率调整，则上述税率相应调整："]
["2、分部分项工程总费用在300万元以内（含300万元）的项目绿色施工安全防护措施费按基准费率乘以1.2。"]
[]
["园林绿化工程计价程序表"]
["序号","费用名称","计算基础","费率"]
["1","分部分项工程费","1.1+1.2"]
["1.1","定额分部分项工程费","1.1.1+1.1.2+1.1.3+1.1.4"]
["1.1.1","人工费","分部分项人工费"]
["1.1.2","材料费","分部分项材料费+分部分项主材费+分部分项设备费"]
["1.1.3","机具费","分部分项机具费"]
["1.1.4","管理费","分部分项管理费"]
[1.2,"利润","人工费+机具费",{"v":0.15,"d":"15.00%"}]
["2","措施项目费","2.1+2.2"]
["2.1","绿色施工安全防护措施费","人工费+机具费",{"v":0.1,"d":"10.00%"}]
["2.2","其他措施项目费",null,"/"]
["3","其他项目费","3.1+3.2+3.3"]
[3.1,"总承包服务费",null,{"v":0,"d":"0.00%"}]
[3.2,"预算包干费","人工费+机具费",{"v":0.06,"d":"6.00%"}]
[3.3,"工程优质费",null,"按合同相关条款执行"]
["4","税前工程造价","1+2+3"]
[5,"下浮工程造价（甲供、甲定价材料除外）","4*浮动率","详见清单说明规定"]
[6,"增值税销项税额","5*税率",{"v":0.09,"d":"9.00%"}]
[7,"含税工程造价","5+6"]
[8,"独立费"]
[9,"甲供材料超领扣款",null,"按合同相关条款执行"]
[10,"工程造价总计","7+8-9"]
["注：1、如施工期间，政府相关费率调整，则上述税率相应调整："]

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["安全文明施工措施费工作清单-1"]
["序号","项目名称","项目特征描述","备注"]
[]
["一","临时设施"]
["（1）","项目办公场所"]
["1","项目部施工总承包办公室","1.按照项目部施工总承包方办公区域管理要求自主配备相应办公设施、用电设施；\n2.按照项目部施工总承包方办公区域管理要求管理办公室内环境、卫生及安全用电；\n3.分包方按照办公室室内建筑面积   元/m2/月价格按月缴纳办公室使用费用（包含办公室使用费、税金、水电费，不含室内外办公设施、用电设备）；\n4.分包方安装使用大功率电器设备需报施工总承包方项目部管理人员审批统一后方可使用；\n5.如在使用过程中，出现违反项目部施工总承包方有关办公区域管理的有关行为，项目部施工总承包方有权收回办公室使用权，并按约定租金的双倍处罚。其他综合考虑",{"$nulls":5},86422.57]
["2","项目附近租赁办公室","1.按照施工总承包方的管理要求租赁、布置办公室，符合国家、地区及施工总承包方的卫生、健康、安全、消防等管理规定；\n2.其他：综合考虑",{"$nulls":5},32300.72]
["（2）","项目工人生活场所",{"$nulls":6},{"v":383888.2,"d":"383888.20"}]
["1","项目部施工总承包方临时设施","1.按照项目部施工总承包方工地生活区域管理要求自主配备相应生活设施、用电设施；\n2.按照项目部施工总承包方工地生活区域管理要求管理宿舍室内环境、卫生及安全用电；\n3.分包方按照宿舍数量   元/间/月的价格按月缴纳宿舍使用费用（包含宿舍使用费、税金、水电费，不含室内外办公设施、用电设备）；\n4.分包方安装使用大功率电器设备需报施工总承包方项目部管理人员审批统一后方可使用；\n5.如在使用过程中，出现违反项目部施工总承包方有关工地生活区域管理的有关行为，项目部施工总承包方有权收回宿舍使用权，并按约定租金的双倍处罚。其他综合考虑",{"$nulls":5},141294.02]
["2","项目附近租赁生活场所","1.按照施工总承包方的管理要求租赁、布置工人生活区，符合国家、地区及施工总承包方的卫生、健康、安全、消防等管理规定；\n2.其他：综合考虑",{"$nulls":5},25374.55]
["二","安全施工",{"$nulls":6},5446.34]
["（1）","安全措施的配备",{"$nulls":6},20242.57]
["1","垂直方向交叉作业防护","设置防护隔离棚或其他设施满足施工总承包方安全管理的其他要求。",{"$nulls":5},10198.29]
["2","高空作业防护","有悬挂安全带的悬索或其他设施；有操作平台；有上下的梯子或其他形式的通道及满足施工总承包方安全管理的其他要求。",{"$nulls":5},21006.77]
["3","保健急救措施","保健医药用品、急救用品，水上水下作业救生设备器具及满足施工总承包方安全管理的其他要求。",{"$nulls":5},9087.61]
["4","施工机具的防护","施工机具防雨、防风、防沙尘的防护措施以及及满足施工总承包方安全管理的其他要求。",{"$nulls":5},0]
["（2）","安全教育",{"$nulls":6},9844.49]
["1","安全教育","对进场作业的工人进行安全生产教育，按要求对其进行施工工序的安全交底并形成教育、交底记录以及及满足施工总承包方安全管理的其他要求。",{"$nulls":5},47033.99]
["三","文明施工",{"$nulls":6},14741.65]
["（1）","标识标语",{"$nulls":6},13706.16]
[1,"标识标语","按照施工总承包方的管理要求按时、按位置设置施工范围内的标识标语，具体作法参考正方建设《施工现场安全与文明施工标准化手册》2021版）。",{"$nulls":5},6536.14]
["（2）","材料设备堆放",{"$nulls":6},14491.94]
[1,"材料设备堆放","分包材料设备堆放的堆放、材料设备的标识标牌要符合施工总承包方的管理要求，符合国家、地区及施工总承包方的安全、消防及文明施工等管理规定",{"$nulls":5},{"v":3687.1,"d":"3687.10"}]
["四","环境保护",{"$nulls":6},25641.35]
["（1）","清洁卫生",{"$nulls":6},13300.42]
["1","清洁卫生","在生活区、办公区、施工区产生的生活、办公及施工的分包管理人员、作业人员须按照项目部施工总承包方的管理要求，满足国家、地区及施工总承包方的卫生、健康、清洁等管理规定。",{"$nulls":5},13054.89]
["（2）","垃圾清理",{"$nulls":6},{"v":38220.3,"d":"38220.30"}]
["1","垃圾清理","生活区、办公区、施工区产生的生活、办公及施工垃圾应及时清理归堆运至项目部施工总承包方的规定集中堆放地，做到工完场清。",{"$nulls":6},{"$f":"SUM(I6:I27)","v":935520.07}]