{"text_format":"3","workbook":"xlsx","n_sheets":8,"sheets":["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【加固工程】","表10.2.2-16 分部分项工程清单与计价表【加固工程】","表10.2.2-16 施工技术措施项目清单与计价表【加固工","表10.2.2-21 其他项目清单与计价汇总表【加固工程】","表10.2.2-22 暂列金额明细表【加固工程】","表10.2.2-31 主要材料和工程设备一览表【加固工程】"],"read":"whole","date_system":"1900"}

{"sheet":"表10.2.2-2 招标工程量清单扉页","index":0,"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,"衢州高铁新城智慧产业园(四期)项目工程—培训交流中心结构加固工程",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":1,"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：衢州高铁新城智慧产业园(四期)项目工程—培训交流中心结构加固工程",null,"第  1  页  共  1  页"]
["一、工程概况\n1、工程名称：衢州高铁新城智慧产业园(四期)项目工程—培训交流中心结构加固工程\n2、编制范围：梁板柱的加固\n二、编制依据\n1、《建设工程工程量清单计价规范》（GB50500-2013）工程量清单计价办法；\n2、浙江省建筑工程计价规则（2018版）；\n3、《浙江省建筑与修缮工程定额》（2018版）、《浙江省建筑工程预算定额》（2018版）、《浙江省建设工程计价规则》（2018版）；\n4、浙江省、衢州市有关文件及法律法规和省造价管理总站的有关定额解释及浙江省、衢州市造价信息2022年8月期刊、浙江省造价信息2022年8月期刊、市场价；\n5、图纸及变更图纸（同济大学建筑设计研究院（集团）有限公司）；\n6、浙江省、衢州市相关文件。\n三、其他说明\n1、本工程取费标准按相应工程中值计取。\n四、其他说明\n1.房屋（梁、板、柱、楼梯）加固所需要的脚手架，综合考虑，脚手架包干，结算不予调整，脚手架的搭设满足施工规范以及住建部主管部门要求，自行踏勘，结合现场实际情况综合报价。\n2、无机结晶型自愈合防水材料按1.0厚计入。\n五、暂列金按11万计入。"]

{"sheet":"表10.2.2-13 单位工程招标控制价费用表【加固工程】","index":2,"n_rows":29,"n_cols":5,"rows_kept":29,"merged":[[0,0,0,2],[0,3,0,4],[1,0,1,4],[2,0,2,1],[2,3,2,4],[28,0,28,1]]}
["【表10.2.2-13】"]
["单位工程招标控制价费用表"]
["工程名称：新建工程-结构加固工程",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",null,110000]
["3.1","暂列金额","3.1.1+3.1.2+3.1.3",110000,"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",110000,"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【加固工程】","index":3,"n_rows":123,"n_cols":12,"rows_kept":123,"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],[8,0,8,6],[9,0,9,7],[9,8,9,11],[10,0,10,11],[11,0,11,2],[11,3,11,7],[11,8,11,11],[12,0,14,0],[12,1,14,1],[12,2,14,2],[12,3,14,3],[12,4,14,4],[12,5,14,5],[12,6,12,10],[12,11,14,11],[13,6,14,6],[13,7,14,7],[13,8,13,10],[16,0,16,6],[17,0,17,7],[17,8,17,11],[18,0,18,11],[19,0,19,2],[19,3,19,7],[19,8,19,11],[20,0,22,0],[20,1,22,1],[20,2,22,2],[20,3,22,3],[20,4,22,4],[20,5,22,5],[20,6,20,10],[20,11,22,11],[21,6,22,6],[21,7,22,7],[21,8,21,10],[25,0,25,6],[26,0,26,7],[26,8,26,11],[27,0,27,11],[28,0,28,2],[28,3,28,7],[28,8,28,11],[29,0,31,0],[29,1,31,1],[29,2,31,2],[29,3,31,3],[29,4,31,4],[29,5,31,5],[29,6,29,10],[29,11,31,11],[30,6,31,6],[30,7,31,7],[30,8,30,10],[39,0,39,6],[40,0,40,7],[40,8,40,11],[41,0,41,11],[42,0,42,2],[42,3,42,7],[42,8,42,11],[43,0,45,0],[43,1,45,1],[43,2,45,2],[43,3,45,3],[43,4,45,4],[43,5,45,5],[43,6,43,10],[43,11,45,11],[44,6,45,6],[44,7,45,7],[44,8,44,10],[52,0,52,6],[53,0,53,7],[53,8,53,11],[54,0,54,11],[55,0,55,2],[55,3,55,7],[55,8,55,11],[56,0,58,0],[56,1,58,1],[56,2,58,2],[56,3,58,3],[56,4,58,4],[56,5,58,5],[56,6,56,10],[56,11,58,11],[57,6,58,6],[57,7,58,7],[57,8,57,10],[71,0,71,6],[72,0,72,7],[72,8,72,11],[73,0,73,11],[74,0,74,2],[74,3,74,7],[74,8,74,11],[75,0,77,0],[75,1,77,1],[75,2,77,2],[75,3,77,3],[75,4,77,4],[75,5,77,5],[75,6,75,10],[75,11,77,11],[76,6,77,6],[76,7,77,7],[76,8,76,10],[83,0,83,6],[84,0,84,7],[84,8,84,11],[85,0,85,11],[86,0,86,2],[86,3,86,7],[86,8,86,11],[87,0,89,0],[87,1,89,1],[87,2,89,2],[87,3,89,3],[87,4,89,4],[87,5,89,5],[87,6,87,10],[87,11,89,11],[88,6,89,6],[88,7,89,7],[88,8,88,10],[95,0,95,6],[96,0,96,7],[96,8,96,11],[97,0,97,11],[98,0,98,2],[98,3,98,7],[98,8,98,11],[99,0,101,0],[99,1,101,1],[99,2,101,2],[99,3,101,3],[99,4,101,4],[99,5,101,5],[99,6,99,10],[99,11,101,11],[100,6,101,6],[100,7,101,7],[100,8,100,10],[106,0,106,6],[107,0,107,7],[107,8,107,11],[108,0,108,11],[109,0,109,2],[109,3,109,7],[109,8,109,11],[110,0,112,0],[110,1,112,1],[110,2,112,2],[110,3,112,3],[110,4,112,4],[110,5,112,5],[110,6,110,10],[110,11,112,11],[111,6,112,6],[111,7,112,7],[111,8,111,10],[121,0,121,6],[122,0,122,6]]}
["【表10.2.2-16】"]
["分部分项工程清单与计价表"]
["工程名称：新建工程-结构加固工程",null,null,"标段：",{"$nulls":4},"第 1 页  共 10 页"]
["序号","项目编码","项目名称","项目特征","计量单位","工程量","金额（元）",{"$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,"结构加固"]
[1,"Z010517002001","外粘钢板加固（梁粘钢）","1.钢型种类、规格:外包型钢加固，粘钢法钢材材质为Q355B\n2.加固前,结构面凿毛,若表面砼有缺陷时,采用结构胶掺灌浆料修补。\n3.钢板连接面除锈和粗糙处理；\n4.化学锚栓加压固定。\n5.加固后,环氧红丹漆防锈两度表面防腐。\n6.钢板表面用M15的砂浆抹面，厚度不小于20mm（对梁）15mm\n7、所有未尽事宜详见图纸","m2",240]
["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：新建工程-结构加固工程",null,null,"标段：",{"$nulls":4},"第 2 页  共 10 页"]
["序号","项目编码","项目名称","项目特征","计量单位","工程量","金额（元）",{"$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"]
[2,"Z010517002002","外粘钢板加固（板底粘钢）","1.钢型种类、规格:外包型钢加固，粘钢法钢材材质为Q355B.\n2.加固前,结构面凿毛,若表面砼有缺陷时,采用结构胶掺灌浆料修补。\n3.钢板连接面除锈和粗糙处理；\n4.化学锚栓加压固定。\n5.加固后,环氧红丹漆防锈两度表面防腐。\n6.钢板表面用M15的砂浆抹面，厚度不小于20mm（对梁）15mm\n7、所有未尽事宜详见图纸","m2",178.8]
["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：新建工程-结构加固工程",null,null,"标段：",{"$nulls":4},"第 3 页  共 10 页"]
["序号","项目编码","项目名称","项目特征","计量单位","工程量","金额（元）",{"$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"]
[3,"Z010517001001","外包型钢加固（加固柱）","采用湿法外包型钢加固柱;\n1、柱外包钢材料为Q355B的角钢与钢板,焊条为E50系列低氢焊条\n2、 采用后灌A级结构胶\n3、 加固凿毛,采用结构胶掺灌浆料修补;\n4、 柱角应打磨成圆弧角\n5、 角钢与缀板连接采用搭接焊焊接必须分段交错施焊\n6、.楼板临时开洞\n7.C20混凝土保护层\n8、所有未尽事宜详见图纸","t",1.485]
[4,"Z010517003004","外粘纤维复合材加固","框架柱\n1.纤维复合材料种类、规格:（三层）聚丙烯腈基炭纤维布；强度一级，厚度0.167mm；单位面积质量300g/m2；\n2.粘贴胶采用A类胶\n3.C16等代箍筋穿梁与整包钢板焊接\n4.40x4钢板围套,互焊,后灌胶粘剂\n5.具体要求详见图纸","m2",221.56]
["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：新建工程-结构加固工程",null,null,"标段：",{"$nulls":4},"第 4 页  共 10 页"]
["序号","项目编码","项目名称","项目特征","计量单位","工程量","金额（元）",{"$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"]
[5,"010502001001","矩形柱","1.混凝土种类:C55微膨胀混凝土","m3",2.28]
[6,"010502001002","矩形柱","1.混凝土种类:C45微膨胀混凝土","m3",3.34]
[7,"010503002001","矩形梁","1.混凝土种类:C40微膨胀混凝土\n2.交接面凿毛>25,清洗干净并刷涂界面剂","m3",222.38]
[8,"010505003001","平板","1.混凝土种类:C40微膨胀混凝土","m3",343.54]
[9,"010505003002","平板","1.轻集料混凝土，回填后做建筑面层\n2、回填料与柱间应放置20mm厚的聚苯板隔断开\n3、具体详见图纸","m3",42.6]
[10,"010501006001","设备基础(水箱基础)","1.筏板设备基础200mmC40微膨胀混凝土\n2、具体详见图纸2/加固改造图","m3",23.63]
[11,"010401012001","零星砌砖(水箱基础)","1、水箱设备基础:水泥砂浆M10混凝土实心砖墙\n2、具体详见图纸，2/加固改造图","m3",41.65]
["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：新建工程-结构加固工程",null,null,"标段：",{"$nulls":4},"第 5 页  共 10 页"]
["序号","项目编码","项目名称","项目特征","计量单位","工程量","金额（元）",{"$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"]
[12,"010512001001","平板","1.位置：水箱基础砌体墙上C30预制板，单板宽1米。                         2.单体尺寸：厚100mm","m3",9.6]
[13,"010506001001","直形楼梯（楼梯增大截面）","1.轻集料混凝土回填轻集料混凝土容重≤8KN/m³\n2.新旧接触面凿毛刷界面剂","m3",1.73]
[14,"010510001001","矩形梁（楼梯增大截面中新增梁）","1.混凝土种类:C40微膨胀混凝土","m3",0.97]
[15,"Z010517004001","混凝土构件裂缝修补","1.裂缝宽度小于0.2mm时,采用环氧树脂表面封闭。\n2.裂缝宽度≥0.2mm时,采用环氧树脂浆液灌注处理","m",200]
[16,"010501003001","独立基础（增大截面）","1.混凝土种类:C40微膨胀混凝土\n2.新旧接触面的凿毛\n3.锚固角钢L75x50x8四边均有 长肢贴柱,后灌环氧，具体详见《混凝土加固构造》(13G311-1)P151页做法","m3",20.9]
[17,"010503002002","矩形梁（新增电梯洞口处）","1.混凝土种类:C30微膨胀混凝土","m3",10.49]
["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：新建工程-结构加固工程",null,null,"标段：",{"$nulls":4},"第 6 页  共 10 页"]
["序号","项目编码","项目名称","项目特征","计量单位","工程量","金额（元）",{"$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"]
[18,"010502002001","构造柱（新增电梯洞口处）","1.混凝土种类:C30微膨胀混凝土","m3",2.69]
[19,"010505003003","平板（新增下挂板）","1.混凝土种类:C35细石混凝土","m3",51.22]
[20,"010515001001","现浇构件钢筋","现浇构件圆钢直径10mm以内","t",0.677]
[21,"010515001002","现浇构件钢筋","现浇构件螺纹钢直径10mm以内","t",13.591]
[22,"010515001003","现浇构件钢筋","现浇构件螺纹钢直径18mm以内","t",10.36]
[23,"010515001004","现浇构件钢筋","现浇构件螺纹钢 直径25mm以内","t",14.5]
[24,"010515001005","现浇构件钢筋","现浇构件螺纹钢 直径28mm以内","t",0.031]
[25,"010515002001","预制构件钢筋","预制螺纹钢直径10mm以内","t",0.47]
[26,"Z010515011001","钢筋连接","直螺纹钢筋接头(钢筋直径16mm以内)","个",27]
[27,"Z010515011002","钢筋连接","直螺纹钢筋接头(钢筋直径20mm以内)","个",115]
[28,"Z010515011003","钢筋连接","直螺纹钢筋接头(钢筋直径25mm以内)","个",186]
[29,"Z010515011004","钢筋连接","电渣压力焊接 直径32mm以内","个",51]
["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：新建工程-结构加固工程",null,null,"标段：",{"$nulls":4},"第 7 页  共 10 页"]
["序号","项目编码","项目名称","项目特征","计量单位","工程量","金额（元）",{"$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"]
[30,"Z010515012001","植筋","1.部位:基础增大截面处、柱板交接处、节点处植筋,钢筋采用HRB400级热轧带肋钢筋\n2.植入钢筋直径:20\n3.钢筋长度按图纸","根",336]
[31,"Z010515012002","植筋","1.部位:基础增大截面处、节点处植筋,钢筋采用HRB400级热轧带肋钢筋\n2.植入钢筋直径:22\n3.钢筋长度按图纸","根",32]
[32,"Z010515012003","植筋","1.部位:梁柱交接处、节点处植筋,钢筋采用HRB400级热轧带肋钢筋\n2.植入钢筋直径:16\n3.钢筋长度按图纸","根",25]
[33,"Z010515012004","植筋","1.部位:柱板交接处、节点处植筋,钢筋采用HRB400级热轧带肋钢筋\n2.植入钢筋直径:10\n3.钢筋长度按图纸","根",606]
[34,"Z010515012005","植筋","1.部位:梁交接处、节点处植筋,钢筋采用HRB400级热轧带肋钢筋\n2.植入钢筋直径:14\n3.钢筋长度按图纸","根",25]
["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：新建工程-结构加固工程",null,null,"标段：",{"$nulls":4},"第 8 页  共 10 页"]
["序号","项目编码","项目名称","项目特征","计量单位","工程量","金额（元）",{"$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"]
[35,"Z010515012006","植筋","1.部位:梁交接处、节点处植筋,钢筋采用HRB400级热轧带肋钢筋\n2.植入钢筋直径:12\n3.钢筋长度按图纸","根",31]
[36,"Z010515012007","植筋","1.部位:梁交接处、节点处植筋,钢筋采用HRB400级热轧带肋钢筋\n2.植入钢筋直径:18\n3.钢筋长度按图纸","根",36]
[37,"Z010515012008","植筋","1.部位:板梁交接处、节点处植筋,钢筋采用HRB400级热轧带肋钢筋\n2.植入钢筋直径:8\n3.钢筋长度按图纸","根",1408]
[38,"01B001","新旧钢筋焊接","1.新旧钢筋焊接，具体要求详见图纸","个",3200]
[39,"01B002","新旧钢筋焊接","1.焊接部位：外包型钢加固薄钢板焊接，具体要求详见图纸","个",1542]
["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：新建工程-结构加固工程",null,null,"标段：",{"$nulls":4},"第 9 页  共 10 页"]
["序号","项目编码","项目名称","项目特征","计量单位","工程量","金额（元）",{"$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"]
[40,"011201001002","墙面一般抹灰","地下室侧墙恢复\n1.1.0mm自粘聚合物改性沥青防水卷材(II型单面交叉层压膜)\n2.20厚DP15砂浆找平层\n3、1.0mm厚无机结晶型自愈合防水材料\n4、具体详见图纸","m2",5.67]
[41,"011101003001","细石混凝土楼地面","地面恢复\n1.无机结晶型自愈合防水材料(厚度不低于1.0MM,具体做法参20CJ93-2)\n2.50厚C20细石混凝土,内配C4双向@200\n3.10厚低强度等级砂浆隔离层\n4.4厚SBS弹性体改性沥青防水卷材(聚酯胎 II型 PE面)\n5.20厚DS20砂浆找平层\n6.C15素混凝土垫层,厚度见结构图","m2",125.42]
[42,"040406002001","混凝土底板","1.类别、部位:地面恢复\n2.C35/P6防水钢筋混凝土底板(抗渗等级参结施)","m3",52.26]
[43,"010807003001","金属百叶窗","新增防雨百叶窗","m2",4.2]
["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：新建工程-结构加固工程",null,null,"标段：",{"$nulls":4},"第 10 页  共 10 页"]
["序号","项目编码","项目名称","项目特征","计量单位","工程量","金额（元）",{"$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,"拆除工程"]
[44,"011602002001","钢筋混凝土构件拆除","原有钢筋混凝土板梁拆除，废料外运，运距由投标单位自行考虑","m3",82.9]
[45,"011615001001","开孔（打洞）","1.部位:1.混凝土楼板开洞，建筑垃圾外运，运距由投标单位自行考虑；具体要求详见图纸\n2.洞尺寸:400*400mm","个",25]
[46,"011615001002","开孔（打洞）","1.部位:1.混凝土楼板开洞，建筑垃圾外运，运距由投标单位自行考虑；具体要求详见图纸\n2.洞尺寸:600*600mm","个",4]
[47,"011602001001","混凝土构件拆除","1、增大基础顶面以上部分结构层拆除\n2、废料外运，运距自行考虑","m3",112.88]
[48,"011610002001","原有门窗的拆除及安装","外立面深灰色防雨百叶无损拆除及安装","m2",2.26]
[49,"011606002001","墙饰面的拆除及安装","1.棕色铝装饰格栅无损拆除及安装","m2",10.21]
[]
["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【加固工","index":4,"n_rows":22,"n_cols":12,"rows_kept":22,"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],[20,0,20,6],[21,0,21,6]]}
["【表10.2.2-16】"]
["施工技术措施项目清单与计价表"]
["工程名称：新建工程-结构加固工程",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]"]
[1,"011701001001","综合脚手架","房屋（梁、板、柱、楼梯）加固所需要的脚手架，综合考虑，脚手架包干，结算不予调整脚手架的搭设满足施工规范以及住建部主管部门要求，综合现场实际情况，自行踏勘。","项",1]
[2,"011702002001","矩形柱","矩形柱模板","m2",25.47]
[3,"011702003001","构造柱","构造柱模板","m2",53.76]
[4,"011702006001","矩形梁","矩形梁模板","m2",326]
[5,"011702016001","平板","平板模板","m2",2003]
[6,"011702024001","楼梯","楼梯模板","m2",3.22]
[7,"011705001001","大型机械设备进出场及安拆","升降机进出场费用","项",1]
[]
[]
[]
[]
[]
[]
["本页小计"]
["合   计"]

{"sheet":"表10.2.2-21 其他项目清单与计价汇总表【加固工程】","index":5,"n_rows":36,"n_cols":4,"rows_kept":36,"merged":[[0,0,0,2],[1,0,1,3],[2,0,2,1],[35,0,35,1]]}
["【表10.2.2-21】"]
["其他项目清单与计价汇总表"]
["工程名称：新建工程-结构加固工程",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",110000,"明细表详见表10.2.2-22"]
["1.1","标化工地增加费",null,"明细表详见表10.2.2-22"]
["1.2","优质工程增加费",null,"明细表详见表10.2.2-22"]
["1.3","其他暂列金额",110000,"明细表详见表10.2.2-22"]
["2","暂估价"]
["2.1","材料（工程设备）暂估价（结算价）","- ","明细表详见表10.2.2-23"]
["2.2","专业工程暂估价（结算价）",null,"明细表详见表10.2.2-24"]
["2.3","专项技术措施暂估价",null,"明细表详见表10.2.2-25"]
["3","计日工",null,"明细表详见表10.2.2-26"]
["4","总承包服务费",null,"明细表详见表10.2.2-27"]
{"$rows_empty":21}
["合    计"]

{"sheet":"表10.2.2-22 暂列金额明细表【加固工程】","index":6,"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：新建工程-结构加固工程",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",null,"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",110000]
["3.1","暂列金额","元",110000]
{"$rows_empty":27}
["合    计",null,null,110000]

{"sheet":"表10.2.2-31 主要材料和工程设备一览表【加固工程】","index":7,"n_rows":4,"n_cols":7,"rows_kept":4,"merged":[[0,0,0,2],[0,3,0,4],[0,5,0,6],[1,0,1,6],[2,0,2,2],[2,3,2,4],[2,5,2,6]]}
["【表10.2.2-31】"]
["主要材料和工程设备一览表"]
["工程名称：新建工程-结构结构加固工程",null,null,"标段：",null,"第 1 页   共 1 页"]
["序号","名称、规格、型号","单位","数量","单价（元）","合价(元)","备注"]