{"text_format":"3","workbook":"xlsx","n_sheets":1,"sheets":["工程量清单"],"read":"whole","date_system":"1900"}

{"sheet":"工程量清单","index":0,"n_rows":38,"n_cols":9,"rows_kept":38,"merged":[[0,0,0,8],[1,0,1,8],[37,0,37,8]]}
["工程量清单"]
["项目名称：霍邱县主城区中央景观带设计-采购-施工（EPC）项目F区园建劳务施工承包"]
["序号","项目名称","项目特征","工作内容","单位","工程量","全费用综合单价（元）","合计（元）","备注"]
["一","土方"]
[1,"机械挖土方","1.土壤类别：二、三类土\n2.挖土深度：3米以内\n3.综合运距：1km,土方就场地内用于回填消化\n4.须按照施工图设计要求标高进行\n5.按符合图纸要求的合格施工内容，按图示开挖面积乘以挖土深度以天然密实体积计量","放线、开挖、运输、将土方倾倒至甲方指定的场内需回填范围内、碾压、整平、压实","m3",{"v":19850,"d":"19850.00"},null,null,"含机械费"]
[2,"人工挖沟槽（坑）土方","1.土壤类别：二、三类土\n2.挖土深度：2米以内\n3.综合运距：1km,土方就场地内用于回填消化，\n4.须按照施工图设计要求标高进行\n5.按符合图纸要求的合格施工内容，按图示开挖面积乘以挖土深度以天然密实体积计量","人工挖沟槽（坑）土方、修整沟槽（坑）底、边坡等","m3",{"v":150,"d":"150.00"}]
[3,"基础土方整形、平整压实","1.原状土密实度要求：≥0.90；\n2.机械原土夯实；         \n3.按符合图纸要求的合格施工内容，按图示尺寸以面积计量","广场、道路等30cm之内基础整形、平整","m2",{"v":36097,"d":"36097.00"},null,null,"含机械费"]
["二","道路、广场、停车场基层"]
[1,"园路灰土垫层","1.垫层材料种类：三七灰土；\n2.完成面标高误差2cm以内\n3.按符合图纸要求的合格施工内容，按图示尺寸或实际施工尺寸以两者尺寸较小的体积计量","灰土拌合、场内运输、摊铺、找平、压实等","m3",{"v":6502,"d":"6502.00"},null,null,"含机械费\n材料甲供"]
[2,"碎石垫层","1.垫层材料种类：碎石；\n2.完成面标高误差2cm以内\n3.按符合图纸要求的合格施工内容，按图示尺寸或实际施工尺寸以两者尺寸较小的体积计量","碎石场内运输、摊铺、找平、压实等","m3",{"$f":"5342*80%","v":{"v":4273.6,"d":"4273.60"}},null,null,"含机械费\n材料甲供"]
[3,"砖渣垫层","1.垫层材料种类：碎石；\n2.完成面标高误差2cm以内\n3.按符合图纸要求的合格施工内容，按图示尺寸或实际施工尺寸以两者尺寸较小的体积计量","砖渣场内运输、摊铺、找平、压实等","m3",{"$f":"F10*20%","v":854.72},null,null,"含机械费\n材料甲供"]
[4,"砂垫层","1.垫层材料种类：砂；\n2.按符合图纸要求的合格施工内容，按图示尺寸或实际施工尺寸以两者尺寸较小的体积计量","砂场内运输、摊铺、找平、压实等","m3",{"v":160,"d":"160.00"},null,null,"含机械费\n材料甲供"]
[5,"非泵送混凝土垫层","1.垫层材料种类：非泵送混凝土;\n2.完成面标高误差1cm以内；     \n3.按符合图纸要求的合格施工内容，按图示尺寸或实际施工尺寸以两者尺寸较小的体积计量","混凝土场内运输、浇筑、振捣、找平、切缝、清扫现场、养护成品保护等","m3",{"$f":"2285*20%","v":{"v":457,"d":"457.00"}},null,null,"材料甲供"]
[6,"泵送混凝土垫层","1.垫层材料种类：泵送混凝土;\n2.完成面标高误差1cm以内；     \n3.按符合图纸要求的合格施工内容，按图示尺寸或实际施工尺寸以两者尺寸较小的体积计量","混凝土场内运输、浇筑、振捣、找平、切缝、清扫现场、养护、成品保护等","m3",{"$f":"2285*80%","v":{"v":1828,"d":"1828.00"}},null,null,"材料甲供"]
[7,"垫层模板","1.尺寸：按照实际施工需要切割\n2.按与混凝土接触面计量模板面积","模板制作、安拆及模板堆放地与使用区域之间运输、归集、码放、场内运输","m2",{"v":1200,"d":"1200.00"},null,null,"材料甲供"]
["三","结构工程"]
[1,"小型砖砌体","1.砖品种、规格、强度等级:粉煤灰砖\n2.墙体类型:排水沟、坐凳、花池、园林小品等砖砌体（不含围墙）\n3.砂浆强度等级、配合比:M5水泥砂浆\n4.按符合图纸要求的合格施工内容，按图示尺寸以体积计量","基层清理、砂浆调制、砌砖砌体、场内材料运输、养护、清扫现场、成品保护等","m3",{"v":244,"d":"244.00"},null,null,"材料甲供"]
[2,"墙面一般抹灰","1.厚度:20mm\n2.砂浆种类:1：2水泥砂浆\n3.按符合图纸要求的合格施工内容，按图示尺寸以面积计量","基层清理、砂浆调制、墙面抹灰、清扫现场、成品保护等","m2",{"v":160,"d":"160.00"},null,null,"材料甲供"]
[3,"钢筋制安","1.钢筋种类、规格:综合\n2.按符合图纸要求的合格施工内容，以图示尺寸以吨计量","场内运输、调直、折弯、制作、安装等，包含钢筋调直机、切断机等机械费用","t",{"v":37.5,"d":"37.50"},null,null,"材料甲供"]
[4,"结构混凝土（泵送）","1.混凝土种类:泵送\n2.结构类型:柱、梁、墙、板等\n3.按符合图纸要求的合格施工内容，按图示尺寸以体积计量","混凝土场内运输、振捣、浇筑、养护、清扫现场、成品保护","m3",{"v":200,"d":"200.00"},null,null,"材料甲供"]
[5,"结构混凝土（非泵送）","1.混凝土种类:非泵送\n2.结构类型:柱、梁、墙、板等\n3.按符合图纸要求的合格施工内容，按图示尺寸以体积计量","混凝土场内运输、振捣、浇筑、养护清扫现场、成品保护等，包含混凝土震动器等机械费用和De100排水管（间距2m）预埋费用","m3",{"v":58,"d":"58.00"},null,null,"材料甲供"]
[6,"结构模板（基础、柱、梁、墙、板等结构）","1.尺寸：按照实际施工需要切割\n2.按与混凝土接触面计量模板面积","模板制作、安拆及模板堆放地与使用区域之间运输、归集、码放、场内运输","m2",{"v":240,"d":"240.00"},null,null,"材料甲供"]
["四","装饰墙面工程"]
[1,"石材饰面","1.20mm厚石材贴面\n2.20厚1:3水泥砂浆           \n3.材料倒运，综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示面积计量","基层清理、砂浆调制、运输，材料场内运输、铺贴、清扫现场、成品保护等","m2",{"v":263,"d":"263.00"},null,null,"材料甲供"]
[2,"石材压顶","1.50/80/100mm厚石材压顶\n2.20厚1:3水泥砂浆           \n3.材料倒运，综合运距1km；\n4.按符合图纸要求的合格施工内容，按图示尺寸以面积计量","基层清理、砂浆调制、运输，材料场内运输、铺贴、清扫现场、成品保护等","m2",{"v":65,"d":"65.00"},null,null,"材料甲供"]
["五","地面铺装工程"]
[1,"碎石铺面","1.面层材料：80厚粒径Φ20-30浅灰色碎石\n2.按符合图纸要求的合格施工内容，按图示尺寸以面积计量","基层清理、砂浆调制、运输，材料场内运输、回填、摊铺、压实、清扫现场、成品保护等","m2",{"v":848,"d":"848.00"},null,null,"材料甲供"]
[2,"花岗岩铺装","1.面层材料：规格板花岗岩（厚3.1-5cm）                   2.结合层厚度：30厚1:3干硬性水泥砂浆结构层\n3.按符合图纸要求的合格施工内容，按图示尺寸以面积计量","基层清理、砂浆调制、运输，材料场内运输、铺贴、清扫现场、成品保护等","m2",{"v":2230,"d":"2230.00"},null,null,"材料甲供"]
[3,"花岗岩台阶铺装","1.面层材料：50厚花岗岩台阶\n2.结合层厚度：30厚1:2.5水泥砂浆结构层                           3.按符合图纸要求的合格施工内容，按图示尺寸以水平投影面积计算","基层清理、砂浆调制、运输，材料场内运输、铺贴、清扫现场、成品保护等","m2",91.64,null,null,"材料甲供"]
[4,"小料石铺装（收边或分隔条）","1.面层材料：100X100X100（50）厚黑色小料石\n2.结合层厚度：30厚1:2.5水泥砂浆结构层\n3.按符合图纸要求的合格施工内容，按图示尺寸以面积计量","基层清理、砂浆调制、运输，材料场内运输、铺贴、清扫现场、成品保护等","m2",{"$f":"421.5+61.5","v":{"v":483,"d":"483.00"}},null,null,"材料甲供"]
[5,"停车场植草格","1.面层材料：70厚植草格\n2.结合层厚度：30厚砂垫层\n3.按符合图纸要求的合格施工内容，按图示尺寸以面积计量","基层清理、材料场内运输、砂回填、摊铺、找平、压实、植草格切割、铺设、连接扣件、格内土回填、清扫现场、成品保护等","m2",{"v":3080,"d":"3080.00"},null,null,"材料甲供"]
[6,"花岗岩道牙","1.路牙材料种类、规格:600x120x250厚中国灰麻机切面花岗岩道牙\n2.砂浆强度等级：30厚1:3水泥砂浆粘结层\n3.靠背混凝土浇筑\n4.按符合图纸要求的合格施工内容，按图示尺寸以长度计量","基层清理、砂浆调整、石材切割、材料运输、安装 、勾缝、护肩、扫缝、清扫现场、成品保护等","m",{"v":3527.8,"d":"3527.80"},null,null,"材料甲供"]
[7,"混凝土道牙","1.路牙材料种类、规格:150x300x600预制混凝土立(平)道牙\n2.砂浆强度等级：30厚1:3水泥砂浆粘结层\n3.靠背混凝土浇筑\n4.按符合图纸要求的合格施工内容，按图示尺寸以长度计量","基层清理、砂浆调整、预制混凝土切割、材料运输、安装 、勾缝、护肩、扫缝、清扫现场、成品保护等","m",{"v":2025,"d":"2025.00"},null,null,"材料甲供"]
["六","其他"]
[1,"大工","工作时间为9个小时",null,"工日",{"v":100,"d":"100.00"}]
[2,"小工","工作时间为9个小时",null,"工日",{"v":100,"d":"100.00"}]
[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（税金按9%考虑），其组成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安拆费、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、安全文明（标识标牌的制作、购买及安装，绿网的掀盖，现场安全人员管理）、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。\n2.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。\n3.清单计量规格实行《2013年工程量清单计量规范》\n4.验收规范：以设计说明中验收规范为准                                                                                                                        5.以上报价按9%的增值税税金报价，签订合同时按实际税点调整合同单价。                                                        \n6.以上清单中场内运输距离：1km以内综合考虑。"]