{"text_format":"3","workbook":"xls","n_sheets":1,"sheets":["工程量清单"],"not_rendered":{"external_links":1,"defined_names":1},"read":"whole","date_system":"1900","formulas":"cached_only"}

{"sheet":"工程量清单","index":0,"n_rows":50,"n_cols":9,"rows_kept":50,"merged":[[0,0,0,8]],"flags":["formulas_cached_only"]}
["工程量清单"]
["项目名称：霍邱县主城区中央景观带（EPC）项目F区结构基础专业分包工程"]
["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","合计","备注"]
["一","合同内"]
["一","亲水平台"]
[1,"挖基础土方\n/独立基础等","1.土壤类别：三类土\n2.挖土深度：5 米以内\n3.综合运距：就近放置\n4.须按照施工图设计要求标高进行\n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、就近放置","m3",{"v":787.83762,"d":"787.84"}]
[2,"场地平整","1.原状土密实度要求：≥0.93\n2.机械原土夯实\n3.包含但不限于完成此项工作的人工、机械、油料等全部费用\n按符合图纸要求的合格施工内容，按图示尺寸以面积计量","原土夯实、场地平整清理等","m2",{"v":158.406,"d":"158.41"}]
[3,"基础土方回填","1.土壤来源：场内取土\n2.碾压系数：按施工图要求\n3.综合运距：就近取土\n4.回填土方须按照施工图设计标高及要求进行\n按符合图纸要求的合格施工内容，按回填的竣工天然密实体积计量","就近取土、分层回填、分层碾压","m3",{"v":696.49474,"d":"696.49"}]
[4,"基础垫层","1.尺寸：100mm 厚\n2.强度标号：C15\n按符合图纸要求的合格施工内容，按图示尺寸以体积计量","商品混凝土振捣、浇筑、养护等","m3",{"v":15.8406,"d":"15.84"}]
[5,"垫层模板","1.尺寸：按照实际施工需要切割\n按与混凝土贴合面计量模板面积","模板制作、安拆等","m2",{"v":32.212,"d":"32.21"}]
[6,"独立基础","1.尺寸：详见图纸\n2.强度标号：C30\n按符合图纸要求的合格施工内容，按图示尺寸以体积计量","商品混凝土振捣、浇筑、养护等","m3",{"v":31.5,"d":"31.50"}]
[7,"独立基础模板","1.尺寸：按照实际施工需要切割\n按与混凝土贴合面计量模板面积","模板制作、安拆等","m2",{"v":84,"d":"84.00"}]
[8,"条形基础","1.尺寸：详见图纸\n2.强度标号：C30\n按符合图纸要求的合格施工内容，按图示尺寸以体积计量","商品混凝土振捣、浇筑、养护等","m3",{"v":19.6976,"d":"19.70"}]
[9,"条形基础模板","1.尺寸：按照实际施工需要切割\n按与混凝土贴合面计量模板面积","模板制作、安拆等","m2",{"v":32.688,"d":"32.69"}]
[10,"矩形柱","1.尺寸：详见图纸\n2.强度标号：C30\n按符合图纸要求的合格施工内容，按图示尺寸以体积计量","商品混凝土振捣、浇筑、养护等","m3",{"v":8.0325,"d":"8.03"}]
[11,"矩形柱模板","1.尺寸：按照实际施工需要切割\n按与混凝土贴合面计量模板面积","模板制作、安拆等","m2",{"v":107.1,"d":"107.10"}]
[12,"挡土墙","1.尺寸：详见图纸\n2.强度标号：C30\n按符合图纸要求的合格施工内容，按图示尺寸以体积计量","商品混凝土振捣、浇筑、养护等","m3",{"v":16.272180000000002,"d":"16.27"}]
[13,"挡土墙模板","1.尺寸：按照实际施工需要切割\n按与混凝土贴合面计量模板面积","模板制作、安拆等","m2",{"v":166.4578,"d":"166.46"}]
[14,"基础梁","1.尺寸：详见图纸\n2.强度标号：C30\n按符合图纸要求的合格施工内容，按图示尺寸以体积计量","商品混凝土振捣、浇筑、养护等","m3",{"v":32.0836,"d":"32.08"}]
[15,"基础梁模板","1.尺寸：按照实际施工需要切割\n按与混凝土贴合面计量模板面积","模板制作、安拆等","m2",{"v":358.8425,"d":"358.84"}]
[16,"有梁板","1.尺寸：板厚 150mm，详见图纸\n2.强度标号：C30\n按符合图纸要求的合格施工内容，按图示尺寸以体积计量","商品混凝土振捣、浇筑、养护等","m3",53.19]
[17,"有梁板模板","1.尺寸：按照实际施工需要切割\n按与混凝土贴合面计量模板面积","模板制作、安拆等","m2",{"v":376.224,"d":"376.22"}]
[18,"现浇构件钢筋","1.钢筋种类、规格:φ10 以内\n2.按符合图纸要求的合格施工内容，按图示尺寸以吨计量","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":1.653,"d":"1.65"}]
[19,"现浇构件钢筋","1.钢筋种类、规格:φ10 以上\n2.按符合图纸要求的合格施工内容，按图示尺寸以吨计量","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":17.567,"d":"17.57"}]
["二","阳光普惠"]
[1,"挖基础土方\n/独立基础等","1.土壤类别：三类土\n2.挖土深度：5 米以内\n3.综合运距：就近放置\n4.须按照施工图设计要求标高进行\n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、就近放置","m3",{"v":668.2304,"d":"668.23"}]
[2,"场地平整","1.原状土密实度要求：≥0.93\n2.机械原土夯实\n3.包含但不限于完成此项工作的人工、机械、油料等全部费用\n按符合图纸要求的合格施工内容，按图示尺寸以面积计量","原土夯实、场地平整清理等","m2",{"v":417.644,"d":"417.64"}]
[3,"基础土方回填","1.土壤来源：场内取土\n2.碾压系数：按施工图要求\n3.综合运距：就近取土\n4.回填土方须按照施工图设计标高及要求进行\n按符合图纸要求的合格施工内容，按回填的竣工天然密实体积计量","就近取土、分层回填、分层碾压","m3",{"v":388.3814,"d":"388.38"}]
[4,"基础垫层","1.尺寸：100mm 厚\n2.强度标号：C15\n按符合图纸要求的合格施工内容，按图示尺寸以体积计量","商品混凝土振捣、浇筑、养护等","m3",{"v":40.6516,"d":"40.65"}]
[5,"垫层模板","1.尺寸：按照实际施工需要切割\n按与混凝土贴合面计量模板面积","模板制作、安拆等","m2",{"v":55.748,"d":"55.75"}]
[6,"条形基础","1.尺寸：详见图纸\n2.强度标号：C30\n按符合图纸要求的合格施工内容，按图示尺寸以体积计量","商品混凝土振捣、浇筑、养护等","m3",{"v":124.6992,"d":"124.70"}]
[7,"条形基础模板","1.尺寸：按照实际施工需要切割\n按与混凝土贴合面计量模板面积","模板制作、安拆等","m2",{"v":221.392,"d":"221.39"}]
[8,"挡土墙","1.尺寸：详见图纸\n2.强度标号：C30\n按符合图纸要求的合格施工内容，按图示尺寸以体积计量","商品混凝土振捣、浇筑、养护等","m3",{"v":114.4982,"d":"114.50"}]
[9,"挡土墙模板","1.尺寸：按照实际施工需要切割\n按与混凝土贴合面计量模板面积","模板制作、安拆等","m2",806.26]
[10,"现浇构件钢筋","1.钢筋种类、规格:φ10 以内\n2.按符合图纸要求的合格施工内容，按图示尺寸以吨计量","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":2.496,"d":"2.50"}]
[11,"现浇构件钢筋","1.钢筋种类、规格:φ10 以上\n2.按符合图纸要求的合格施工内容，按图示尺寸以吨计量","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",13.17]
["三","跌水坝（2座）"]
[1,"挖基础土方\n/独立基础等","1.土壤类别：三类土\n2.挖土深度：5 米以内\n3.综合运距：就近放置\n4.须按照施工图设计要求标高进行\n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、就近放置","m3",1248.65]
[2,"场地平整","1.原状土密实度要求：≥0.93\n2.机械原土夯实\n3.包含但不限于完成此项工作的人工、机械、油料等全部费用\n按符合图纸要求的合格施工内容，按图示尺寸以面积计量","原土夯实、场地平整清理等","m2",{"v":376.5,"d":"376.50"}]
[3,"基础垫层","1.尺寸：100mm 厚\n2.强度标号：C15\n按符合图纸要求的合格施工内容，按图示尺寸以体积计量","商品混凝土振捣、浇筑、养护等","m3",{"v":69.225,"d":"69.23"}]
[4,"垫层模板","1.尺寸：按照实际施工需要切割\n按与混凝土贴合面计量模板面积","模板制作、安拆等","m2",{"v":94.249875,"d":"94.25"}]
[5,"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",238.35]
[6,"天然纳基膨润土防水毯,5kg/m2","1、材料：膨润土防水毯\n2、规格：5000g/m2，6*30米\n按符合图纸要求的合格施工内容，按图示尺寸以面积计量","河道边坡修整、防水毯铺设及搭接口处理、防水毯顶部及底部沙保护层回填、河道周边防水毯锚固","m2",{"v":461.5,"d":"461.50"}]
[7,"混凝土板","1.尺寸：板厚 150mm，详见图纸\n2.强度标号：C30\n按符合图纸要求的合格施工内容，按图示尺寸以体积计量","商品混凝土振捣、浇筑、养护等","m3",113.44]
[8,"混凝土板模板","1.尺寸：按照实际施工需要切割\n按与混凝土贴合面计量模板面积","模板制作、安拆等","m2",{"v":41.63475,"d":"41.63"}]
[9,"挡土墙","1.尺寸：详见图纸\n2.强度标号：C30\n按符合图纸要求的合格施工内容，按图示尺寸以体积计量","商品混凝土振捣、浇筑、养护等","m3",24.25]
[10,"挡土墙模板","1.尺寸：按照实际施工需要切割\n按与混凝土贴合面计量模板面积","模板制作、安拆等","m2",224.25]
[11,"砂浆保护层","1.尺寸：20厚1：3水泥砂浆保护层，详见图纸\n按符合图纸要求的合格施工内容，按图示尺寸以体积计量","砂浆拌和、涂抹等","m2",48.32]
[12,"现浇构件钢筋","1.钢筋种类、规格:φ10 以上\n2.按符合图纸要求的合格施工内容，按图示尺寸以吨计量","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":20.55726128,"d":"20.56"}]
[null,"合计"]