{"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":41,"n_cols":9,"rows_kept":41,"merged":[[0,0,0,8],[1,0,1,8],[39,1,39,2],[40,0,40,8]]}
["工程量清单"]
["项目名称：徐州市五山公园一期建设PPP项目梅花坞地块劳务施工承包(二次）"]
["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，以图示开挖面积乘以挖土深度以天然密实体积计量\n6.包含为施工而发生的临时道路、垫板等所有措施项目费用；","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",{"$f":"2000+3000","v":{"v":5000,"d":"5000.00"}},null,null,"含机械费"]
[2,"人工挖沟槽（坑）土方","1.土壤类别：二、三类土\n2.挖土深度：2米以内\n3.综合运距：1km,土方就场地内用于回填消化，\n4.须按照施工图设计要求标高进行\n5.按符合图纸要求的合格施工内容，以图示开挖面积乘以挖土深度以天然密实体积计量\n6.包含施工而发生的临时道路、垫板等所有措施项目费用；","人工挖沟槽（坑）土方、修整沟槽（坑）底、边坡等","m3",{"v":80,"d":"80.00"}]
[3,"基础土方整形、平整压实","1.原状土密实度要求：≥0.90；\n2.机械原土夯实；         \n3.包含但不限于完成此项工作的人工、机械、油料等全部费用；","广场、道路等30cm之内基础整形、平整（标高甲方提供，5m间距标高控制在2cm内）","m2",{"v":28000,"d":"28000.00"},null,null,"含机械费"]
["二","道路、广场、停车场基层"]
[1,"碎石垫层","1.垫层材料种类：碎石；\n2.完成面标高误差2cm以内","碎石场内运输、摊铺、找平、压实等","m3",{"$f":"1750","v":{"v":1750,"d":"1750.00"}},null,null,"材料甲供"]
[2,"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.标高误差经验收未达到要求的，自行整改，不补偿费用；","支模、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",{"$f":"330+240*0.15","v":{"v":366,"d":"366.00"}},null,null,"材料甲供"]
[3,"泵送混凝土垫层","1.垫层材料种类：泵送混凝土\n2.完成面标高误差1cm以内；     \n3.标高误差经验收未达到要求的，自行整改，不补偿费用；","支模、混凝土场内运输、浇筑、振捣、找平、切缝、清扫现场、养护、成品保护等","m3",{"$f":"1030+4200*0.125","v":{"v":1555,"d":"1555.00"}},null,null,"材料甲供"]
[4,"砂石透水层","1:1","材料场内倒运、拌和、摊铺、找平、压实、清扫现场、成品保护等","m3",{"v":700,"d":"700.00"},null,null,"植草砖下，报价含中砂价格"]
[5,"自拌混凝土垫层(厚度10-25cm)","1.垫层材料种类：人工自拌混凝土                     \n2.厚度:10-25cm                  \n3.完成面标高误差1cm以内；     \n4.标高误差经验收未达到要求的，自行整改，不补偿费用；","材料运输、混凝土场内自拌、浇筑、振捣、找平、切缝、养护、清扫现场、成品保护等；","m3",{"v":200,"d":"200.00"},null,null,"碎石甲供"]
[6,"垫层模板","1.基础类型：垫层模板        \n2.模板种类：木模板/钢模板               \n3.含模板材料费用/不含模板材料费用                                4.计算规则：按接触面计算","含模板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,"包工包料"]
["三","结构工程"]
[1,"小型砖砌体","1.砖品种、规格、强度等级:水泥砖\n2.墙体类型:排水沟、坐凳、花池、园林小品等砖砌体\n3.砂浆强度等级、配合比:M5水泥砂浆","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":38,"d":"38.00"},null,null,"包工包料"]
[2,"景观截水沟","1.60厚C25混凝土\n2.50厚C20小石子混凝土\n3.素土夯实\n4.具体做法见图纸\n","展开截面长度2.4m，间距30米放置De300截洪沟引出管","m",{"v":714,"d":"714.00"},null,null,"主材甲供"]
[3,"现状块石浆砌","1.材料品种：现状块石\n2.砂浆配合比：1：2.5水泥砂浆\n3.具体做法见图纸","基层清理、砂浆调制、块石修整、砌筑、场内材料运输、养护、清扫现场、成品保护等。","m3",{"v":65,"d":"65.00"},null,null,"主材甲供"]
[4,"钢筋","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":33,"d":"33.00"},null,null,"主材甲供"]
[5,"结构混凝土（泵送）","1.混凝土种类:泵送\n2.结构类型:直行墙、水池池壁等","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":60,"d":"60.00"},null,null,"主材甲供"]
[6,"结构混凝土（非泵送）","1.混凝土种类:非泵送\n2.结构类型:直行墙、水池池壁等","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":60,"d":"60.00"},null,null,"材料甲供"]
[7,"结构模板（基础、柱、梁、墙、板等结构）","1.基础类型：结构模板        \n2.模板种类：木模板/钢模板               \n3.含模板材料费用/不含模板材料费用                                   4.计算规则：按接触面计算","含模板、钢管、辅材及模板、钢管堆放地与使用区域之间运输、归集、码放、场内运输","m2",{"v":100,"d":"100.00"},null,null,"包工包料"]
["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","清理基层,砂浆拌合运输,面层材料倒运粘贴","m2",{"v":120,"d":"120.00"},null,null,"主材甲供"]
[2,"石材压顶","1.100mm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，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":13,"d":"13.00"},null,null,"主材甲供"]
["五","地面铺装工程"]
[1,"规格板花岗岩铺装","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","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",{"$f":"500+1913","v":{"v":2413,"d":"2413.00"}},null,null,"主材甲供"]
[2,"不规格板花岗岩地面铺装","1.面层材料：不规格板花岗岩（厚5cm及以下）               2.结合层厚度：30厚1:3干硬性水泥砂浆结构层","基层清理、砂浆调制、运输，材料场内运输、铺贴、清扫现场、成品保护等","m2",{"$f":"500+698","v":{"v":1198,"d":"1198.00"}},null,null,"主材甲供"]
[3,"透水砖地面铺装","1.面层材料：200*100*60厚透水砖铺\n2.结合层厚度：30厚1:2.5水泥砂浆结构层","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",{"$f":"2100+1500","v":{"v":3600,"d":"3600.00"}},null,null,"主材甲供"]
[4,"白色卵石收边","30-40白色卵石立铺收边","基层清理、砂浆调制、运输，材料场内运输、铺贴、清扫现场、成品保护等","m2",{"v":10,"d":"10.00"},null,null,"主材甲供"]
[5,"花岗岩台阶铺装","1.面层材料：花岗岩台阶（厚3cm及以下）                           2.结合层厚度：30厚1:2.5水泥砂浆结构层                           3.计算规则：按展开面计算面积，含踏面和踢面","基层清理、砂浆调制、运输，材料场内运输、铺贴、清扫现场、成品保护等","m2",{"v":110,"d":"110.00"},null,null,"主材甲供"]
[6,"汀步花岗岩铺装","1.面层材料：汀步花岗岩（50厚及以内）2.结合层厚度：30厚1:2.5水泥砂浆结构层","基层清理、砂浆调制、运输，材料场内运输、铺贴、清扫现场、成品保护等","m2",{"v":20,"d":"20.00"},null,null,"主材甲供"]
[7,"弹石地面铺装","1.面层材料：100*100*50自然面弹石 \n2.结合层厚度：30厚1:2.5水泥砂浆结构层","基层清理、砂浆调制、运输，材料场内运输、铺贴、清扫现场、成品保护等","m2",{"v":450,"d":"450.00"},null,null,"主材甲供"]
[8,"停车场植草砖","1.面层材料：400*200*50 十字形嵌草砖\n2.结合层厚度：30厚砂垫层","基层清理、砂浆调制、运输，材料场内运输、摊铺、找平、压实、清扫现场、成品保护等","m2",{"v":3300,"d":"3300.00"},null,null,"主材甲供"]
[9,"花岗岩立牙","1.路牙材料种类、规格:400*150*200mm花岗岩平缘石\n2.砂浆强度等级：30厚1:3干硬性水泥砂浆粘结层\n3.垫层、靠背混凝土浇筑","基层清理、砂浆调整、石材切割、材料运输、安装 、勾缝、护肩、扫缝、清扫现场、成品保护等","m",{"v":4000,"d":"4000.00"},null,null,"主材甲供"]
[10,"沥青道路走边","1.面层材料：600*300*50厚火烧面花岗岩                            2.结合层厚度：50厚1:2.5水泥砂浆结构层","基层清理、砂浆调制、运输，材料场内运输、铺贴、清扫现场、成品保护等","m",{"v":1700,"d":"1700.00"},null,null,"主材甲供"]
["六","其他"]
[1,"大工",null,null,"工日",{"v":100,"d":"100.00"}," "]
[2,"小工",null,null,"工日",{"v":100,"d":"100.00"}," "]
[null,"合计：",{"$nulls":5},{"$f":"SUM(H5:H39)","v":{"v":0,"d":"0.00"}}]
["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）、材料费、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：1000米以内综合考虑。"]