{"text_format":"3","workbook":"xlsx","n_sheets":13,"sheets":["表10.2.2-1 招标工程量清单封面","表10.2.2-2 招标工程量清单扉页","表10.2.2-11 编制说明","表10.2.2-13 单位工程招标控制价费用表【支护及加固】","表10.2.2-16 分部分项工程清单与计价表【支护及加固】","表10.2.2-16 施工技术措施项目清单与计价表【支护及","表10.2.2-21 其他项目清单与计价汇总表【支护及加固】","表10.2.2-22 暂列金额明细表【支护及加固】","表10.2.2-23 材料（工程设备）暂估单价表【支护及加","表10.2.2-24 专业工程暂估价表【支护及加固】","表10.2.2-25 专项技术措施暂估价表【支护及加固】","表10.2.2-26 计日工表【支护及加固】","表10.2.2-27 总承包服务费计价表【支护及加固】"],"read":"whole","date_system":"1900"}

{"sheet":"表10.2.2-1 招标工程量清单封面","index":0,"n_rows":9,"n_cols":4,"rows_kept":9,"merged":[[0,1,0,2],[1,1,1,2],[2,0,2,3],[3,0,3,3]]}
["【表10.2.2-1】"]
[null,"穿鼻岛粗破车间挡墙削坡加固工程",null,"工程"]
["招标工程量清单"]
[]
[null,"招  标  人："]
[null,null,"(单位盖章)"]
[null,"造价咨询人："]
[null,null,"(单位盖章)"]
[null,null," 年  月  日"]

{"sheet":"表10.2.2-2 招标工程量清单扉页","index":1,"n_rows":10,"n_cols":7,"rows_kept":10,"merged":[[0,0,0,1],[0,2,0,4],[0,5,0,6],[1,0,1,1],[1,2,1,4],[1,5,1,6],[2,1,2,2],[2,4,2,5],[3,1,3,2],[3,4,3,5],[4,1,4,2],[4,4,4,5],[5,1,5,2],[5,4,5,5],[6,1,6,2],[6,4,6,5],[7,1,7,2],[7,4,7,5],[8,1,8,2],[8,4,8,5],[9,1,9,2],[9,4,9,5]]}
["【表10.2.2-2】",null,"穿鼻岛粗破车间挡墙削坡加固工程",null,null,"工程"]
[null,null,"招标工程量清单"]
[]
["招  标  人：",{"$nulls":3},"造价咨询人："]
[null,"(单位盖章)",{"$nulls":4},"(单位资质专用章)"]
["法定代表人\n或其授权人：",{"$nulls":3},"法定代表人\n或其授权人："]
[null,"(签字或盖章)",{"$nulls":4},"(签字或盖章)"]
["编  制  人：",{"$nulls":3},"复  核  人："]
[null,"(造价人员签字盖专用章)",{"$nulls":4},"(造价工程师签字盖专用章)"]
["编 制 时 间：",{"$nulls":3},"复 核 时 间："]

{"sheet":"表10.2.2-11 编制说明","index":2,"n_rows":4,"n_cols":3,"rows_kept":4,"merged":[[3,0,3,2]]}
["【表10.2.2-11】"]
[null,"编 制 说 明"]
["工程名称：穿鼻岛粗破车间挡墙削坡加固工程",null,"第  1  页  共  1  页"]
["（1）工程概况:建设规模、工程特征、计划工期、施工现场实际情况、自然地理条件、环境保护要求等。\n（2）工程招标和分包范围。\n（3）工程量清单编制依据。\n（4）工程质量、材料、施工等的特殊要求。\n（5）其他需要说明的问题。"]

{"sheet":"表10.2.2-13 单位工程招标控制价费用表【支护及加固】","index":3,"n_rows":31,"n_cols":5,"rows_kept":31,"merged":[[0,0,0,2],[0,3,0,4],[1,0,1,4],[2,0,2,1],[2,3,2,4],[30,0,30,1]]}
["【表10.2.2-13】"]
["单位工程招标控制价费用表"]
["工程名称：挡墙削坡加固工程-支护及加固",null,"标段：","第  1  页  共  1  页"]
["序号","名称","计算公式","金额（元）","备注"]
["1","分部分项工程费","∑（分部分项工程数量×综合单价）",null,"见表 10.2.2-16"]
["1.1","其中：人工费+机械费","∑分部分项（人工费+机械费）"]
["2","措施项目费"]
["2.1","施工技术措施项目","∑（技术措施工程数量×综合单价）",null,"见表 10.2.2-16"]
["2.1.1","其中：人工费+机械费","∑技措项目（人工费+机械费）"]
["2.2","施工组织措施项目","按实际发生项之和进行计算",null,"见表 10.2.2-20"]
["2.2.1","其中：安全文明施工基本费",null,null,"见表 10.2.2-20"]
["3","其他项目费"]
["3.1","暂列金额","3.1.1+3.1.2+3.1.3",null,"见表 10.2.2-21"]
["3.1.1","标化工地增加费","按招标文件规定额度列计",null,"见表 10.2.2-22"]
["3.1.2","优质工程增加费","按招标文件规定额度列计",null,"见表 10.2.2-22"]
["3.1.3","其他暂列金额","按招标文件规定额度列计",null,"见表 10.2.2-22"]
["3.2","暂估价","3.2.1+3.2.2+3.2.3",null,"见表 10.2.2-21"]
["3.2.1","材料（工程设备）暂估价","按招标文件规定额度列计(或计入综合单价)",null,"见表 10.2.2-23"]
["3.2.2","专业工程暂估价","按招标文件规定额度列计",null,"见表 10.2.2-24"]
["3.2.3","专项技术措施暂估价","按招标文件规定额度列计",null,"见表 10.2.2-25"]
["3.3","计日工","∑计日工（暂估数量×综合单价）",null,"见表 10.2.2-21"]
["3.4","施工总承包服务费","3.4.1+3.4.2",null,"见表 10.2.2-21"]
["3.4.1","专业发包工程管理费","∑专业发包工程（暂估金额×费率）",null,"见表 10.2.2-27"]
["3.4.2","甲供材料设备管理费","甲供材料暂估金额×费率+甲供设备暂估金额",null,"见表 10.2.2-27"]
["4","规费","计算基数×费率"]
["5","增值税","计算基数×费率"]
[]
[]
[]
[]
["招标控制价合计",null,"1+2+3+4+5"]

{"sheet":"表10.2.2-16 分部分项工程清单与计价表【支护及加固】","index":4,"n_rows":90,"n_cols":12,"rows_kept":90,"merged":[[0,0,0,7],[0,8,0,11],[1,0,1,11],[2,0,2,2],[2,3,2,7],[2,8,2,11],[3,0,5,0],[3,1,5,1],[3,2,5,2],[3,3,5,3],[3,4,5,4],[3,5,5,5],[3,6,3,10],[3,11,5,11],[4,6,5,6],[4,7,5,7],[4,8,4,10],[15,0,15,6],[16,0,16,7],[16,8,16,11],[17,0,17,11],[18,0,18,2],[18,3,18,7],[18,8,18,11],[19,0,21,0],[19,1,21,1],[19,2,21,2],[19,3,21,3],[19,4,21,4],[19,5,21,5],[19,6,19,10],[19,11,21,11],[20,6,21,6],[20,7,21,7],[20,8,20,10],[28,0,28,6],[29,0,29,7],[29,8,29,11],[30,0,30,11],[31,0,31,2],[31,3,31,7],[31,8,31,11],[32,0,34,0],[32,1,34,1],[32,2,34,2],[32,3,34,3],[32,4,34,4],[32,5,34,5],[32,6,32,10],[32,11,34,11],[33,6,34,6],[33,7,34,7],[33,8,33,10],[43,0,43,6],[44,0,44,7],[44,8,44,11],[45,0,45,11],[46,0,46,2],[46,3,46,7],[46,8,46,11],[47,0,49,0],[47,1,49,1],[47,2,49,2],[47,3,49,3],[47,4,49,4],[47,5,49,5],[47,6,47,10],[47,11,49,11],[48,6,49,6],[48,7,49,7],[48,8,48,10],[57,0,57,6],[58,0,58,7],[58,8,58,11],[59,0,59,11],[60,0,60,2],[60,3,60,7],[60,8,60,11],[61,0,63,0],[61,1,63,1],[61,2,63,2],[61,3,63,3],[61,4,63,4],[61,5,63,5],[61,6,61,10],[61,11,63,11],[62,6,63,6],[62,7,63,7],[62,8,62,10],[69,0,69,6],[70,0,70,7],[70,8,70,11],[71,0,71,11],[72,0,72,2],[72,3,72,7],[72,8,72,11],[73,0,75,0],[73,1,75,1],[73,2,75,2],[73,3,75,3],[73,4,75,4],[73,5,75,5],[73,6,73,10],[73,11,75,11],[74,6,75,6],[74,7,75,7],[74,8,74,10],[88,0,88,6],[89,0,89,6]]}
["【表10.2.2-16】"]
["分部分项工程清单与计价表"]
["工程名称：挡墙削坡加固工程-支护及加固",null,null,"标段：",{"$nulls":4},"第 1 页  共 6 页"]
["序号","项目编码","项目名称","项目特征","计量单位","工程量","金额（元）",{"$nulls":4},"备注"]
[{"$nulls":6},"综合单价","合价","其中"]
[{"$nulls":8},"人工费","机械费","暂估价"]
[null,null,"削坡支护"]
[1,"010101002001","挖一般土方","1.削坡时按放样尺寸进行削坡,以机械削坡为主、人工修坡为辅,严禁超挖","m3",3061.29]
[2,"040202011001","护坡宕渣回填","1、护坡因埋管等超挖方宕渣回填（材料甲供）","m2",1182.2]
[3,"040305005001","护坡平整","1、护坡理砌平整","m2",1182.2]
[4,"010101003001","挖沟槽、基坑土方","1.挖排水沟土方及防撞栏杆基础及基础托换土方","m3",183.64]
[5,"010103001001","回填方","1.排水沟土方回填及防撞栏杆基础及基础托换土方回填","m3",145.43]
[6,"010202009001","混凝土护坡","1.10cm厚C20砼护坡\n2.Φ6.5@200*200钢筋网片\n3.Φ70PVC泄水孔  L=500mm @3000mm梅花形布置\n4.变形缝布置详见图纸","m2",1280.2]
[7,"010507005001","压顶","1.断面尺寸:0.4m（高）×2m（宽）\n2.混凝土种类:商品砼\n3.混凝土强度等级:C25\n4.钢筋种类、规格:内配24C16，箍筋Φ8@200\n5.模板制作安装","m3",130]
[8,"040201022001","坡顶截水沟","1.砖砌排水沟\n2.C30砼盖板，尺寸及钢筋详见图纸\n3.内侧（含底部）水泥砂浆抹灰","m",128]
["本页小计"]
["【表10.2.2-16】"]
["分部分项工程清单与计价表"]
["工程名称：挡墙削坡加固工程-支护及加固",null,null,"标段：",{"$nulls":4},"第 2 页  共 6 页"]
["序号","项目编码","项目名称","项目特征","计量单位","工程量","金额（元）",{"$nulls":4},"备注"]
[{"$nulls":6},"综合单价","合价","其中"]
[{"$nulls":8},"人工费","机械费","暂估价"]
[9,"040303018001","防撞护栏","1.C25砼基础，60*40*40cm\n2.模板制作安装\n3.防撞护栏安装(拆除原护栏堆放保管好并重新安装)；预埋件20cm*20cm*5mm，锚筋4C12，L=150mm","m",127.8]
[10,"040501002001","钢管","1.排水管：D478×10螺旋钢管","m",51.49]
[11,"081307001001","变形观测","1.为变形观测点,共设置25个,对水平位移、竖向位移进行监测,施工期间、运营期间均应进行监测\n2.坡顶监测标志为在现浇混凝土中埋入10cm长的不锈钢十字测钉;车间沉降观测采用建筑沉降标","项",1]
[null,null,"钢筋砼地坪"]
[12,"040202011002","碎石垫层","1.10cm厚碎石找平（材料乙方自行购买回填）","m2",3805]
[13,"040203007001","水泥混凝土","1.混凝土强度等级:C30砼\n2.钢筋种类、规格:Φ16@200*200mm双层双向钢筋\n3.厚度:50CM\n4.面层用磨光机抹光、扫帚光\n5.模板制作安装\n6.新浇捣的砼与原有的砼之间均设置2-4cm厚泡沫板沉降缝\n7.缩缝、涨缝、填缝详见图纸","m2",3707]
["本页小计"]
["【表10.2.2-16】"]
["分部分项工程清单与计价表"]
["工程名称：挡墙削坡加固工程-支护及加固",null,null,"标段：",{"$nulls":4},"第 3 页  共 6 页"]
["序号","项目编码","项目名称","项目特征","计量单位","工程量","金额（元）",{"$nulls":4},"备注"]
[{"$nulls":6},"综合单价","合价","其中"]
[{"$nulls":8},"人工费","机械费","暂估价"]
[null,null,"毛石混凝土挡墙"]
[14,"010101002002","挖一般土方","1.挖挡墙基础土方","m3",934.04]
[15,"010103001002","回填方","1.排水沟土方回填及挡墙基础土方回填","m3",114.37]
[16,"040202011003","塘渣回填","1.20cm厚塘渣回填（材料甲供）","m2",741.7]
[17,"040203007002","水泥混凝土","1.混凝土强度等级:C20砼\n2.厚度:10CM\n3.面层用磨光机抹光、扫帚光\n4.模板制作安装\n5.缩缝、涨缝、填缝详见图纸","m2",631]
[18,"010507001001","散水、坡道","1.混凝土强度等级:C20砼\n2.厚度:10CM\n3.面层用磨光机抹光、扫帚光\n4.模板制作安装","m2",110.7]
[19,"010501001001","垫层","1.混凝土强度等级:10厚C20\n2.模板制作安装","m3",47.66]
[20,"010501002001","砼地梁","1.混凝土强度等级:C30\n2.钢筋种类、规格:具体详见图纸\n3.尺寸：430*100，嵌入中风化岩≮30\n4.模板制作安装","m3",455.37]
["本页小计"]
["【表10.2.2-16】"]
["分部分项工程清单与计价表"]
["工程名称：挡墙削坡加固工程-支护及加固",null,null,"标段：",{"$nulls":4},"第 4 页  共 6 页"]
["序号","项目编码","项目名称","项目特征","计量单位","工程量","金额（元）",{"$nulls":4},"备注"]
[{"$nulls":6},"综合单价","合价","其中"]
[{"$nulls":8},"人工费","机械费","暂估价"]
[21,"010504004001","毛石混凝土挡墙","1.混凝土强度等级:C30毛石砼（毛石甲供）\n2.泄水孔采用Ø70mmPVC管、泄水孔向外坡度为5%\n3.中粗砂回填，端部花管段用80目滤网包扎，具体详见泄水孔大样图\n4.模板制作安装","m3",3626.02]
[22,"010507005002","压顶","1.断面尺寸:0.4m（高）×2m（宽）\n2.混凝土种类:商品砼\n3.混凝土强度等级:C30\n4.钢筋种类、规格:内配24C16，箍筋Φ8@200\n5.模板制作安装","m3",148.26]
[23,"011702027001","台阶","1.200厚C30砼，Φ6.5@200*200钢筋\n2.模板制作安装\n3.水泥砂浆饰面","m2",22.8]
[24,"Z010515012001","植筋","1.部位：地梁植筋\n2.Φ32,横向间距40cm、纵向间距50cm","根",2277]
[25,"Z010515012002","植筋","1.部位：毛石挡墙植筋\n2.Φ22@50，新旧挡墙各锚固30","根",3728]
[26,"011201003001","墙面勾缝","1.档墙外侧勾凹缝深4~5mm,勾缝材料为1:1拌合砂浆","m2",1096.07]
[27,"011201003002","砂浆灌缝","原挡墙削坡完成后,原挡墙的裂缝采用水泥:砂:水=1:2:0.5(重量比)的水泥砂浆灌缝","项",1]
["本页小计"]
["【表10.2.2-16】"]
["分部分项工程清单与计价表"]
["工程名称：挡墙削坡加固工程-支护及加固",null,null,"标段：",{"$nulls":4},"第 5 页  共 6 页"]
["序号","项目编码","项目名称","项目特征","计量单位","工程量","金额（元）",{"$nulls":4},"备注"]
[{"$nulls":6},"综合单价","合价","其中"]
[{"$nulls":8},"人工费","机械费","暂估价"]
[28,"040402017001","变形缝","1.沉降缝(伸缩缝),缝宽20-30mm、缝中灌满沥青麻丝或采用涂有沥青的复合板","m",517.5]
[29,"040303002001","基础托换","1.钢管桩顶部5.0m灌C30砼、桩长23m，孔径30cm；入岩>1m\n2.配主筋3C16、螺旋筋C8@250，加强箍C12@2000;孔径30cm；入岩>1m\n3.原基础外扩600mm，砼C30；垫层C15砼\n4.双层双向C16@200\n5.加宽部分与原基础采用C25@300钢筋植筋连接、竖向不得少于3根,植筋施工要求详见《混凝土结构加固设计规范》(GB 50367-2013)","项",1]
[30,"Z010504005001","现浇混凝土加宽","1.旋回车间砼加宽，砼标号C25\n2.接触面凿毛，植筋、钢筋等综合考虑\n3.模板制作安装","m3",50.78]
[31,"041106001001","大型机械设备进出场及安拆","1.暂按发生计入，实际是否发生由现场复核确认并据实调整支付","项",1]
[32,"011705001001","材料、机械等船运进岛费用","1.材料、机械等船运进岛费用\n2.投标单位综合考虑","项",1]
["本页小计"]
["【表10.2.2-16】"]
["分部分项工程清单与计价表"]
["工程名称：挡墙削坡加固工程-支护及加固",null,null,"标段：",{"$nulls":4},"第 6 页  共 6 页"]
["序号","项目编码","项目名称","项目特征","计量单位","工程量","金额（元）",{"$nulls":4},"备注"]
[{"$nulls":6},"综合单价","合价","其中"]
[{"$nulls":8},"人工费","机械费","暂估价"]
[33,"010301003001","基础钢管桩","1、钢管桩成孔直径140mm、全孔注入水泥:砂:水=1:2:0.5(重量比)的水泥砂浆,顶部插入主筋3C16、螺旋筋C6.5@250。\n2、其余未尽事宜,详见图纸、设计说明和相关规范、规程及标准。","项",1]
[34,"021007001001","安全施工措施费","1、因本工程特殊性，存在重大安全隐患，安全施工不稳定性，且在孤岛施工又临近冬季施工，单独计取高危施工费，施工单位根据实际情况综合报价","项",1]
[35,"011707007001","专家费","1、专家论证费\n2、因项目危险系数较高，多次请专业论证评估","项",1]
{"$rows_empty":9}
["本页小计"]
["合   计"]

{"sheet":"表10.2.2-16 施工技术措施项目清单与计价表【支护及","index":5,"n_rows":29,"n_cols":12,"rows_kept":29,"merged":[[0,0,0,7],[0,8,0,11],[1,0,1,11],[2,0,2,2],[2,3,2,7],[2,8,2,11],[3,0,5,0],[3,1,5,1],[3,2,5,2],[3,3,5,3],[3,4,5,4],[3,5,5,5],[3,6,3,10],[3,11,5,11],[4,6,5,6],[4,7,5,7],[4,8,4,10],[27,0,27,6],[28,0,28,6]]}
["【表10.2.2-16】"]
["施工技术措施项目清单与计价表"]
["工程名称：挡墙削坡加固工程-支护及加固",null,null,"标段：",{"$nulls":4},"第 1 页  共 1 页"]
["序号","项目编码","项目名称","项目特征","计量单位","工程量","金额（元）",{"$nulls":4},"备注"]
[{"$nulls":6},"综合单价","合价","其中"]
[{"$nulls":8},"人工费","机械费","暂估价"]
[null,null,"[请输入分部名称]"]
{"$rows_empty":20}
["本页小计"]
["合   计"]

{"sheet":"表10.2.2-21 其他项目清单与计价汇总表【支护及加固】","index":6,"n_rows":37,"n_cols":4,"rows_kept":37,"merged":[[0,0,0,2],[1,0,1,3],[2,0,2,1],[36,0,36,1]]}
["【表10.2.2-21】"]
["其他项目清单与计价汇总表"]
["工程名称：挡墙削坡加固工程-支护及加固",null,"标段：","第 1 页 共 1 页"]
["序号","项目名称","金额（元）","备注"]
["1","暂列金额",9130.99,"明细详见表10.2.2-22"]
["1.1","标化工地增加费",9130.99,"明细详见表10.2.2-22"]
["1.2","优质工程增加费",null,"明细详见表10.2.2-22"]
["1.3","其他暂列金额",null,"明细详见表10.2.2-22"]
["2","暂估价"]
["2.1","材料（工程设备）暂估价（结算价）","- ","明细详见表10.2.2-23"]
["2.2","专业工程暂估价（结算价）",null,"明细详见表10.2.2-24"]
["2.3","专项技术措施暂估价",null,"明细详见表10.2.2-25"]
["3","计日工",null,"明细详见表10.2.2-26"]
["4","总承包服务费",null,"明细详见表10.2.2-27"]
{"$rows_empty":22}
["合    计"]

{"sheet":"表10.2.2-22 暂列金额明细表【支护及加固】","index":7,"n_rows":36,"n_cols":5,"rows_kept":36,"merged":[[0,0,0,3],[1,0,1,4],[2,0,2,1],[2,2,2,3],[35,0,35,2]]}
["【表10.2.2-22】"]
["暂列金额明细表"]
["工程名称：挡墙削坡加固工程-支护及加固",null,"标段：",null,"第 1 页 共 1 页"]
["序号","项目名称","计量单位","暂定金额(元)","备注"]
["1","标化工地增加费","元",9130.99,"暂定费用"]
["2","优质工程增加费","元",null,"暂定费用"]
["3","其他暂列金额","元"]
["3.1"]
{"$rows_empty":27}
["合    计",null,null,9130.99]

{"sheet":"表10.2.2-23 材料（工程设备）暂估单价表【支护及加","index":8,"n_rows":40,"n_cols":13,"rows_kept":40,"merged":[[0,0,0,8],[0,9,0,12],[1,0,1,12],[2,0,2,3],[2,4,2,8],[2,9,2,12],[3,0,4,0],[3,1,4,1],[3,2,4,2],[3,3,4,3],[3,4,3,5],[3,6,3,7],[3,8,3,9],[3,10,3,11],[39,0,39,3]]}
["【表10.2.2-23】"]
["材料（工程设备）暂估单价及调整表"]
["单位(专业)工程名称：挡墙削坡加固工程-支护及加固",{"$nulls":3},"标段：",{"$nulls":4},"第 1 页  共 1 页"]
["序号","编码","材料(工程设备)名称、规格、型号","计量单位","数量",null,"暂估（元）",null,"确认(元)",null,"差额±(元)",null,"备注"]
[{"$nulls":4},"暂估","确认","单价","合价","单价","合价","单价","合价"]
{"$rows_empty":34}
["合计"]

{"sheet":"表10.2.2-24 专业工程暂估价表【支护及加固】","index":9,"n_rows":37,"n_cols":5,"rows_kept":37,"merged":[[0,0,0,3],[1,0,1,4],[2,0,2,1],[2,2,2,3],[36,0,36,2]]}
["【表10.2.2-24】"]
["专业工程暂估价表"]
["工程名称：挡墙削坡加固工程-支护及加固",null,"标段：",null,"第 1 页  共 1 页"]
["序号","工程名称","工程内容","暂估金额（元）","备注"]
[1]
{"$rows_empty":31}
["合    计"]

{"sheet":"表10.2.2-25 专项技术措施暂估价表【支护及加固】","index":10,"n_rows":37,"n_cols":5,"rows_kept":37,"merged":[[0,0,0,1],[0,2,0,3],[1,0,1,4],[2,0,2,1],[2,2,2,3],[36,0,36,2]]}
["【表10.2.2-25】"]
["专项技术措施暂估价表"]
["工程名称：挡墙削坡加固工程-支护及加固",null,"标段：",null,"第 1 页  共 1 页"]
["序号","工程名称","工程内容","暂估金额（元）","备注"]
[1]
{"$rows_empty":31}
["合    计"]

{"sheet":"表10.2.2-26 计日工表【支护及加固】","index":11,"n_rows":37,"n_cols":6,"rows_kept":37,"merged":[[0,0,0,1],[0,2,0,4],[1,0,1,5],[2,0,2,1],[2,2,2,4],[9,0,9,4],[15,0,15,4],[21,0,21,4],[36,0,36,4]]}
["【表10.2.2-26】"]
["计日工表"]
["工程名称：挡墙削坡加固工程-支护及加固",null,"标段：",null,null,"第 1 页  共 1 页"]
["编号","项目名称","单位","暂定数量","综合单价(元)","合价（元）"]
["一","人工"]
["1"]
["2"]
["3"]
["4"]
["人工小计"]
["二","材料"]
["1"]
["2"]
["3"]
["4"]
["材料小计"]
["三","施工机械"]
["1"]
["2"]
["3"]
["4"]
["施工机械小计"]
{"$rows_empty":14}
["总计"]

{"sheet":"表10.2.2-27 总承包服务费计价表【支护及加固】","index":12,"n_rows":37,"n_cols":6,"rows_kept":37,"merged":[[0,0,0,1],[0,2,0,3],[0,4,0,5],[1,0,1,5],[2,0,2,1],[2,2,2,3],[2,4,2,5],[36,0,36,4]]}
["【表10.2.2-27】"]
["总承包服务费计价表"]
["工程名称：挡墙削坡加固工程-支护及加固",null,"标段：",null,"第 1 页 共 1 页"]
["序号","项目名称","项目价值（元）","服务内容","费率(%)","金额(元)"]
["1","发包人单独发包专业工程"]
["1.1",null,"0"]
["1.2",null,"0"]
["2","发包人提供材料（工程设备）"]
["2.1",null,"0"]
["2.2",null,"0"]
{"$rows_empty":26}
["合    计"]