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["清单","子目名称","单位","单价(元)","数量","合价(元)"]
["51分段","按合同条款规定，提供建筑工程一切险","总额","五点六",2.524425,626431.0]
["101-1-b","按合同条款规定，提供第三者责任险","总额",8.8,1.0,375859.0]
["51新增6561","竣工文件","总额",30000.0,3.0,90000.0]
["102-2","施工环保费","总额",125286.0,1.0,125286.0]
["102-3","安全生产费","总额",1302863.0,1.0,1302863.0]
["102-4","工程管理软件（暂定金额）","总额",50000.0,1.0,50000.0]
["102-5","交通管制经费","总额",100000.0,1.0,100000.0]
["103-1","临时道路修建、养护与拆除（包括原道路的养护费）","总额",50000.0,1.0,50000.0]
["103-2","临时占地","总额",57350.0,1.0,57350.0]
["103-3","临时供电设施",null,1.0,null,688406.0]
["103-3-a","设施架设、拆除","总额",638406.0,1.0,638406.0]
["103-3-b","设施维修","总额",50000.0,1.0,50000.0]
["103-4","电讯设施的提供、维修与拆除","总额",50000.0,1.0,50000.0]
["104-1","承包人驻地建设","总额",200000.0,1.0,200000.0]
["203-1-a","挖土方","m3",7.53,1423.1,{"$f":"E16*D16","v":10715.943}]
["203-1-b","挖石方","m3",16.11,74.9,{"$f":"E17*D17","v":1206.639}]
["203-1-d","挖淤泥","m3",9.27,61880.75,573634.5525]
["204-1-b","利用土方","m3",3.51,1251.6,{"$f":"E19*D19","v":4393.116}]
["204-1-c","利用石填方","m3",11.57,81.4,942.0]
["204-1-d","借土填方","m3",20.68,241592.478,4996132.0]
["204-1-g-4","回填粗粒土","m3",9.25,895.0,8278.75]
["204-1-j","换填砂砾","m3",31.58,54960.0,1735636.8]
["205-1-o-1","单向格栅","m2",14.96,16350.0,244596.0]
["206-2","整修边坡","km",124282.34,6.5,807835.19505]
["207-1-b","浆砌片石边沟","m3",109.6,982.0,107627.2]
["207-2-a","浆砌片石排水沟","m3",131.02,4380.0,573867.6]
["207-2-b","C20砼梯形排水沟","m",281.1,3237.0,909921.0]
["207-2-c","C20砼U型排水沟","m",231.37,285.0,65940.0]
["207-3-a","浆砌片石截水沟","m3",109.6,1560.0,170976.0]
["207-4-a","浆砌片石急流槽","m3",101.92,1440.0,146764.8]
["207-4-c","C20砼急流槽","m3",858.95,25.14,21594.0]
["207-10-a","C20现浇混凝土边沟涵","m",1347.61,18.0,24257.0]
["208-1-a","植草","m2",3.32,701089.0,2327615.48]
["208-3-a","拱形浆砌片石护坡","m3",126.53,558.0,{"$f":"E35*D35","v":70603.74}]
["208-3-b","C20混凝土","m3",688.53,932.0,641710.0]
["208-3-c","实体式浆砌片石护坡","m3",126.53,945.0,119570.85]
["208-4-b-1","预制空心砖护坡","m3",416.73,346.0,144188.58]
["209-1-a","浆砌片（块）石挡墙","m3",137.85,2789.0,384463.65]
["209-3","混凝土挡土墙",null,null,null,1.7606295E7]
["209-3-b","C20级片石混凝土","m3",621.79,28315.5,1.7606295E7]
["215-12","石笼",null,null,null,1164791.0]
["215-12-a","片石","m3",334.71,3480.0,1164791.0]
["403-1","基础钢筋(包括灌注桩、承台、沉桩、沉井等)",null,null,null,940452.0]
["403-1-a","I级钢筋(包括基础、承台、支撑梁等)","kg",5.18,35071.0,181668.0]
["403-1-b","II级钢筋(包括基础、承台、支撑梁等)","kg",5.18,139519.0,722708.0]
["403-1-c","其他钢材","kg",7.25,4976.0,36076.0]
["403-2","下部结构钢筋",null,null,null,844871.0]
["403-2-a","光圆钢筋（HPB300）","kg",5.37,31716.0,170315.0]
["403-2-b","带肋钢筋（HRB400）","kg",5.44,123236.0,670404.0]
["403-2-c","D6冷轧带肋钢筋网","kg",7.11,584.0,4152.0]
["403-3","上部结构钢筋",null,null,null,1958088.0]
["403-3-a","光圆钢筋（HPB300）","kg",5.52,63882.0,352629.0]
["403-3-b","带肋钢筋（HRB400）","kg",5.63,284862.0,1603773.0]
["403-3-c","其他钢材","kg",4.96,340.0,1686.0]
["403-4","附属结构钢筋",null,null,null,563075.0]
["403-4-a","光圆钢筋（HPB300）","kg",5.02,25554.0,128281.0]
["403-4-b","带肋钢筋（HRB400）","kg",5.35,31805.0,170157.0]
["403-4-c","其他钢材","kg",6.45,41029.0,264637.0]
["404-1","干处挖土方","m3",25.9,965.0,24994.0]
["404-2","干处填土方","m3",19.33,8149.0,157520.0]
["405-1","钻孔灌注桩",null,null,null,1981391.0]
["405-1-a-1","桩径1.2m","m",1564.6,180.0,281628.0]
["405-1-b-5","桩径1.5m","m",2983.69,160.0,477390.0]
["405-1-b-6","桩径1.6m","m",4177.78,360.0,1504001.0]
["410-1","混凝土基础",null,null,null,955551.82]
["410-1-a","C30混凝土","m3",518.88,250.0,129720.0]
["410-1-b","C25混凝土","m3",464.99,890.0,413841.1]
["410-1-c","C30混凝土","m3",518.88,794.0,411990.72]
["410-2","混凝土下部结构",null,null,null,768615.04]
["410-2-a","C25混凝土","m3",450.11,954.0,429404.94]
["410-2-b","C30混凝土","m3",358.97,430.0,154357.1]
["410-2-c","C35混凝土","m3",519.25,356.0,184853.0]
["410-6","现浇混凝土附属结构",null,null,null,492688.92]
["410-6-a","C30混凝土","m3",1402.94,289.0,405450.0]
["410-6-b","C40混凝土","m3",684.0,5.0,3420.0]
["410-6-c","C30混凝土","m3",526.78,89.0,46883.42]
["410-6-h","C50小石子混凝土","m3",527.65,70.0,36935.5]
["410-7-c","C50混凝土","m3",1001.23,9.8,9812.054]
["411-5","后张法预应力钢绞线","kg",11.88,65555.0,778793.0]
["411-7","现浇预应力混凝土上部构造",null,null,null,196892.0]
["411-7-a","C50混凝土","m3",1017.08,176.0,179006.0]
["411-7-b","C50钢纤维混凝土","m3",748.21,19.0,14216.0]
["411-7-c","钢纤维","kg",5.77,636.0,3670.0]
["411-8","预制预应力混凝土上部构造",null,null,null,2258151.0]
["411-8-a","C50混凝土","m3",1461.17,1545.44,2258151.0]
["411-10-b","预制安装预应力混凝土空心板8m","块",3478.9,18.0,62620.2]
["413-1","桥梁锥坡","座",1636.1,2.0,3272.2]
["413-1-a","M7.5浆砌片石","m3",126.53,43.57,5512.9121]
["413-2-a","台背回填中粗砂","m3",43.8,741.0,32455.8]
["417-5-a","20cm×20cm×3cm","块",400.0,16.0,{"$f":"E91*D91","v":6400}]
["417-5-d","10cm×20cm×2cm","块",200.0,12.0,2400.0]
["417-6","梳齿板式伸缩装置",null,null,null,234646.0]
["417-6-a","KF160型","m",9776.92,24.0,234646.0]
["418-1-b","1-2.00m×2.00m盖板涵","m",2605.26,107.0,278762.82]
["418-1-c","1-4.00m×3.00m盖板涵","m",5238.45,43.59,228344.0355]
["418-3-c","1-Ф1.5m以内圆管涵","m",889.76,180.7,160779.632]
["422-1","排水管",null,null,null,5020.0]
["422-1-c","铸铁泄水管","套",74.93,67.0,5020.0]
["123-1","硫磺砂浆临时支座","m3",8440.0,2.0,16880.0]

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["编号","名称","单位","单价","数量",null,"数量"]
["101-1","保险费",null,0.0]
["101-1-a","按合同条款规定，提供建筑工程一切险","总额",1.0,1.0,626431.0,626431.0,626431.0,"=Sheet2!D3-F3"]
["101-1-b","按合同条款规定，提供第三者责任险","总额",1.0,1.0,375859.0,375859.0,375859.0,"=Sheet2!D4-F4"]
[{"$nulls":8},"=Sheet2!D5-F5"]
[{"$nulls":8},"=Sheet2!D6-F6"]
["102-3","安全生产费","总额",1.0,1.0,1302863.0,1302863.0,1302863.0,"=Sheet2!D7-F7"]
[{"$nulls":8},"=Sheet2!D8-F8"]
["102-5","交通管制经费","总额",1.0,null,null,100000.0,100000.0,"=Sheet2!D9-F9"]
["103-1","临时道路修建、养护与拆除（包括原道路的养护费）","总额",50000.0,1.0,50000.0,1.0,50000.0,"=Sheet2!D10-F10"]
["103-2","临时占地","总额",57350.0,1.0,57350.0,1.0,57350.0,"=Sheet2!D11-F11"]
[{"$nulls":8},"=Sheet2!D12-F12"]
["103-3-a","设施架设、拆除","总额",638406.0,1.0,638406.0,1.0,638406.0,"=Sheet2!D13-F13"]
["103-3-b","设施维修","总额",50000.0,1.0,50000.0,1.0,50000.0,"=Sheet2!D14-F14"]
["103-4","电讯设施的提供、维修与拆除","总额",50000.0,1.0,50000.0,1.0,50000.0,"=Sheet2!D15-F15"]
["104-1","承包人驻地建设","总额",200000.0,1.0,200000.0,1.0,200000.0,"=Sheet2!D16-F16"]
[{"$nulls":8},"=Sheet2!D17-F17"]
[{"$nulls":8},"=Sheet2!D18-F18"]
[{"$nulls":8},"=Sheet2!D19-F19"]
[{"$nulls":8},"=Sheet2!D20-F20"]
[{"$nulls":8},"=Sheet2!D21-F21"]
[{"$nulls":8},"=Sheet2!D22-F22"]
[{"$nulls":8},"=Sheet2!D23-F23"]
[{"$nulls":8},"=Sheet2!D24-F24"]
[{"$nulls":8},"=Sheet2!D25-F25"]
["203-1-a","挖土方","m3",7.53,1423.1,9549.0,524213.67,3947329.0,"=Sheet2!D26-D26"]
["203-1-b","挖石方","m3",16.11,74.9,3361.0,85545.84,1378143.0,"=Sheet2!D27-D27"]
["203-1-d","挖淤泥","m3",9.27,null,null,51899.4,481107.0,"=Sheet2!D28-D28"]
[{"$nulls":8},"=Sheet2!D29-D29"]
["204-1-b","利用土方","m3",3.51,81.4,942.0,461954.67,1621461.0,"=Sheet2!D30-D30"]
[{"$nulls":8},"=Sheet2!D31-D31"]
[{"$nulls":8},"=Sheet2!D32-D32"]
["204-1-g-4","回填粗粒土","m3",9.25,null,null,10600.0,98050.0,"=Sheet2!D33-D33"]
["204-1-j","换填砂砾","m3",31.58,null,null,226076.4,7139493.0,"=Sheet2!D34-D34"]
[{"$nulls":8},"=Sheet2!D35-D35"]
[{"$nulls":8},"=Sheet2!D36-D36"]
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[{"$nulls":8},"=Sheet2!D38-D38"]
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[{"$nulls":8},"=Sheet2!D40-D40"]
[{"$nulls":8},"=Sheet2!D41-D41"]
[{"$nulls":8},"=Sheet2!D42-D42"]
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[{"$nulls":8},"=Sheet2!D46-D46"]
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[{"$nulls":8},"=Sheet2!D48-D48"]
[{"$nulls":8},"=Sheet2!D49-D49"]
[{"$nulls":8},"=Sheet2!D50-D50"]
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["205-1-o-1","单向格栅","m2",14.96,null,null,16350.0,244596.0,"=Sheet2!D52-D52"]
["206-2","整修边坡","km",124282.338,null,null,7.7,956974.0,"=Sheet2!D53-D53"]
["207-1-b","浆砌片石边沟","m3",109.6,null,null,1620.0,177552.0,"=Sheet2!D54-D54"]
[{"$nulls":8},"=Sheet2!D55-D55"]
["207-2-a","浆砌片石排水沟","m3",131.02,3237.0,909921.0,7388.0,967976.0,"=Sheet2!D56-D56"]
[{"$nulls":8},"=Sheet2!D57-D57"]
[{"$nulls":8},"=Sheet2!D58-D58"]
[{"$nulls":8},"=Sheet2!D59-D59"]
["207-3-a","浆砌片石截水沟","m3",109.6,null,null,1690.0,185224.0,"=Sheet2!D60-D60"]
[{"$nulls":8},"=Sheet2!D61-D61"]
["207-4-a","浆砌片石急流槽","m3",101.92,null,null,1559.0,158894.0,"=Sheet2!D62-D62"]
[{"$nulls":8},"=Sheet2!D63-D63"]
[{"$nulls":8},"=Sheet2!D64-D64"]
[{"$nulls":8},"=Sheet2!D65-D65"]
["208-1-a","喷播草灌护坡","m2",3.32,null,null,90092.42,299108.0,"=Sheet2!D66-D66"]
[{"$nulls":8},"=Sheet2!D67-D67"]
[{"$nulls":8},"=Sheet2!D68-D68"]
[{"$nulls":8},"=Sheet2!D69-D69"]
[{"$nulls":8},"=Sheet2!D70-D70"]
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["208-3-a","拱形浆砌片石护坡","m3",126.53,558.0,180005.0,12071.64,1527426.0,"=Sheet2!D72-D72"]
[{"$nulls":8},"=Sheet2!D73-D73"]
["208-3-c","实体式浆砌片石护坡","m3",126.53,null,null,1286.6,162794.0,"=Sheet2!D74-D74"]
["208-4-b-1","预制空心砖护坡","m3",416.73,null,null,436.53,181916.0,"=Sheet2!D75-D75"]
["209-1-a","浆砌片（块）石挡墙","m3",137.85,null,null,5072.7,699271.0,"=Sheet2!D76-D76"]
[{"$nulls":8},"=Sheet2!D77-D77"]
[{"$nulls":8},"=Sheet2!D78-D78"]
[{"$nulls":8},"=Sheet2!D79-D79"]
[{"$nulls":8},"=Sheet2!D80-D80"]
[{"$nulls":8},"=Sheet2!D81-D81"]
[{"$nulls":8},"=Sheet2!D82-D82"]
["403-1-a","I级钢筋(包括基础、承台、支撑梁等)","kg",5.18,35071.0,181668.0,10410.8,53932.0,"=Sheet2!D83-D83"]
["403-1-b","II级钢筋(包括基础、承台、支撑梁等)","kg",5.18,139519.0,722708.0,364211.0,1886620.0,"=Sheet2!D84-D84"]
[{"$nulls":8},"=Sheet2!D85-D85"]
[{"$nulls":8},"=Sheet2!D86-D86"]
["403-2-a","光圆钢筋（HPB300）","kg",5.37,31716.0,170315.0,5164.4,27732.0,"=Sheet2!D87-D87"]
["403-2-b","带肋钢筋（HRB400）","kg",5.44,123236.0,670404.0,327920.57,1783896.0,"=Sheet2!D88-D88"]
[{"$nulls":8},"=Sheet2!D89-D89"]
[{"$nulls":8},"=Sheet2!D90-D90"]
["403-3-a","光圆钢筋（HPB300）","kg",5.52,63882.0,352629.0,142422.38,786149.0,"=Sheet2!D91-D91"]
["403-3-b","带肋钢筋（HRB400）","kg",5.63,284862.0,1603773.0,535258.62,3013533.0,"=Sheet2!D92-D92"]
[{"$nulls":8},"=Sheet2!D93-D93"]
[{"$nulls":8},"=Sheet2!D94-D94"]
["403-4-a","光圆钢筋（HPB300）","kg",5.02,25554.0,128281.0,245.48,1232.0,"=Sheet2!D95-D95"]
["403-4-b","带肋钢筋（HRB400）","kg",5.35,31805.0,170157.0,31500.6,168539.0,"=Sheet2!D96-D96"]
[{"$nulls":8},"=Sheet2!D97-D97"]
["404-1","干处挖土方","M3",25.9,965.0,24994.0,967.2,25050.0,"=Sheet2!D98-D98"]
[{"$nulls":8},"=Sheet2!D99-D99"]
[{"$nulls":8},"=Sheet2!D100-D100"]
["405-1-a-1","桩径1.2m","m",1564.6,null,null,180.0,281628.0,"=Sheet2!D101-D101"]
["405-1-b-5","桩径1.5m","m",2983.69,160.0,477390.0,384.0,1145740.0,"=Sheet2!D102-D102"]
["405-1-b-6","桩径1.6m","m",4177.78,360.0,1504001.0,864.0,3609608.0,"=Sheet2!D103-D103"]
[{"$nulls":8},"=Sheet2!D104-D104"]
[{"$nulls":8},"=Sheet2!D105-D105"]
["410-1-b","C25混凝土","M3",464.99,null,null,1191.9,554227.0,"=Sheet2!D106-D106"]
["410-1-c","C30混凝土","m3",518.88,null,null,1511.33,784211.0,"=Sheet2!D107-D107"]
[{"$nulls":8},"=Sheet2!D108-D108"]
["410-2-a","C25混凝土","M3",450.11,954.0,771185.0,29.1,13098.0,"=Sheet2!D109-D109"]
["410-2-b","C30混凝土","m3",null,null,null,1605.16,576212.0,"=Sheet2!D110-D110"]
["410-2-c","C35混凝土","M3",null,null,null,769.2,399409.0,"=Sheet2!D111-D111"]
[{"$nulls":8},"=Sheet2!D112-D112"]
[{"$nulls":8},"=Sheet2!D113-D113"]
[{"$nulls":8},"=Sheet2!D114-D114"]
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["403-4-b","带肋钢筋（HRB400）","kg",5.35,31805.0,170157.0,31500.6,168539.0,"=工程量清单!C59-D59"]
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["404-1","干处挖土方","M3",25.9,965.0,24994.0,967.2,25050.0,"=工程量清单!C61-D61"]
[{"$nulls":8},"=工程量清单!C62-D62"]
[{"$nulls":8},"=工程量清单!C63-D63"]
["405-1-a-1","桩径1.2m","m",1564.6,null,null,180.0,281628.0,"=工程量清单!C64-D64"]
["405-1-b-5","桩径1.5m","m",2983.69,160.0,477390.0,384.0,1145740.0,"=工程量清单!C65-D65"]
["405-1-b-6","桩径1.6m","m",4177.78,360.0,1504001.0,864.0,3609608.0,"=工程量清单!C66-D66"]
[{"$nulls":8},"=工程量清单!C67-D67"]
[{"$nulls":8},"=工程量清单!C68-D68"]
["410-1-b","C25混凝土","M3",464.99,null,null,1191.9,554227.0,"=工程量清单!C69-D69"]
["410-1-c","C30混凝土","m3",518.88,null,null,1511.33,784211.0,"=工程量清单!C70-D70"]
[{"$nulls":8},"=工程量清单!C71-D71"]
["410-2-a","C25混凝土","M3",450.11,954.0,771185.0,29.1,13098.0,"=工程量清单!C72-D72"]
["410-2-b","C30混凝土","m3",null,null,null,1605.16,576212.0,"=工程量清单!C73-D73"]
["410-2-c","C35混凝土","M3",null,null,null,769.2,399409.0,"=工程量清单!C74-D74"]
[{"$nulls":8},"=工程量清单!C75-D75"]
[{"$nulls":8},"=工程量清单!C76-D76"]
[{"$nulls":8},"=工程量清单!C77-D77"]
["410-6-c","C30混凝土","m3",526.78,null,null,147.6,77749.0,"=工程量清单!C78-D78"]
["410-6-h","C50小石子混凝土","m3",527.65,null,null,10.32,5437.0,"=工程量清单!C79-D79"]
["410-7-c","C50混凝土","m3",1001.23,null,null,17.3,17321.0,"=工程量清单!C80-D80"]
["411-5","后张法预应力钢绞线","kg",11.88,65555.0,778793.0,108144.0,1284743.0,"=工程量清单!C81-D81"]
[{"$nulls":8},"=工程量清单!C82-D82"]
["411-7-a","C50混凝土","M3",1017.08,176.0,179006.0,551.37,560796.0,"=工程量清单!C83-D83"]
[{"$nulls":8},"=工程量清单!C84-D84"]
[{"$nulls":8},"=工程量清单!C85-D85"]
[{"$nulls":8},"=工程量清单!C86-D86"]
["411-8-a","C50混凝土","M3",1461.17,1545.44,2258151.0,2602.21,3802275.0,"=工程量清单!C87-D87"]
["411-10-b","预制安装预应力混凝土空心板8m","块",3478.9,null,null,18.0,62620.0,"=工程量清单!C88-D88"]
["413-1","桥梁锥坡","座",1636.1,null,null,2.0,3272.0,"=工程量清单!C89-D89"]
["413-1-a","M7.5浆砌片石","M3",126.53,null,null,73.79,9336.0,"=工程量清单!C90-D90"]
["413-2-a","台背回填中粗砂","m3",43.8,null,null,1141.8,50011.0,"=工程量清单!C91-D91"]
["417-5-a","(20cm?0cm?cm)","块",400.0,16.0,6400.0,64.0,25600.0,"=工程量清单!C92-D92"]
[{"$nulls":8},"=工程量清单!C93-D93"]
[{"$nulls":8},"=工程量清单!C94-D94"]
[{"$nulls":8},"=工程量清单!C95-D95"]
["418-1-b","1-2.00m×2.00m盖板涵","m",2605.26,null,null,111.07,289366.0,"=工程量清单!C96-D96"]
["418-1-c","1-4.00m×3.00m盖板涵","m",5238.45,null,null,81.86,428820.0,"=工程量清单!C97-D97"]
["418-3-c","1-Ф1.5m以内圆管涵","m",889.76,null,null,227.37,202306.0,"=工程量清单!C98-D98"]
[{"$nulls":8},"=工程量清单!C99-D99"]
[{"$nulls":8},"=工程量清单!C100-D100"]
[{"$nulls":8},"=工程量清单!C101-D101"]
[{"$nulls":8},"=工程量清单!C102-D102"]
[{"$nulls":8},"=工程量清单!C103-D103"]
[{"$nulls":8},"=工程量清单!C104-D104"]
[{"$nulls":8},"=工程量清单!C105-D105"]
[{"$nulls":8},"=工程量清单!C106-D106"]
[{"$nulls":8},"=工程量清单!C107-D107"]
[{"$nulls":8},"=工程量清单!C108-D108"]
[{"$nulls":8},"=工程量清单!C109-D109"]
[{"$nulls":8},"=工程量清单!C110-D110"]
[{"$nulls":8},"=工程量清单!C111-D111"]
[{"$nulls":8},"=工程量清单!C112-D112"]
[{"$nulls":8},"=工程量清单!C113-D113"]
[{"$nulls":8},"=工程量清单!C114-D114"]
[{"$nulls":8},"=工程量清单!C115-D115"]
[{"$nulls":8},"=工程量清单!C116-D116"]
[{"$nulls":8},"=工程量清单!C117-D117"]
[{"$nulls":8},"=工程量清单!C118-D118"]
[{"$nulls":8},"=工程量清单!C119-D119"]
[{"$nulls":8},"=工程量清单!C120-D120"]
[{"$nulls":8},"=工程量清单!C121-D121"]
[{"$nulls":8},"=工程量清单!C122-D122"]
[{"$nulls":8},"=工程量清单!C123-D123"]
[{"$nulls":8},"=工程量清单!C124-D124"]
[{"$nulls":8},"=工程量清单!C125-D125"]
[{"$nulls":8},"=工程量清单!C126-D126"]
[{"$nulls":8},"=工程量清单!C127-D127"]
[{"$nulls":8},"=工程量清单!C128-D128"]
[{"$nulls":8},"=工程量清单!C129-D129"]
[{"$nulls":8},"=工程量清单!C130-D130"]
[{"$nulls":8},"=工程量清单!C131-D131"]
[{"$nulls":8},"=工程量清单!C132-D132"]
[{"$nulls":8},"=工程量清单!C133-D133"]
[{"$nulls":8},"=工程量清单!C134-D134"]
[{"$nulls":8},"=工程量清单!C135-D135"]
[{"$nulls":8},"=工程量清单!C136-D136"]
[{"$nulls":8},"=工程量清单!C137-D137"]
[{"$nulls":8},"=工程量清单!C138-D138"]
[{"$nulls":8},"=工程量清单!C139-D139"]
[{"$nulls":8},"=工程量清单!C140-D140"]
[{"$nulls":8},"=工程量清单!C141-D141"]
[{"$nulls":8},"=工程量清单!C142-D142"]
[{"$nulls":8},"=工程量清单!C143-D143"]
[{"$nulls":8},"=工程量清单!C144-D144"]
[{"$nulls":8},"=工程量清单!C145-D145"]
[{"$nulls":8},"=工程量清单!C146-D146"]
[{"$nulls":8},"=工程量清单!C147-D147"]
[{"$nulls":8},"=工程量清单!C148-D148"]
[{"$nulls":8},"=工程量清单!C149-D149"]
[{"$nulls":8},"=工程量清单!C150-D150"]
[{"$nulls":8},"=工程量清单!C151-D151"]
[{"$nulls":8},"=工程量清单!C152-D152"]
[{"$nulls":8},"=工程量清单!C153-D153"]
[{"$nulls":8},"=工程量清单!C154-D154"]
[{"$nulls":8},"=工程量清单!C155-D155"]
[{"$nulls":8},"=工程量清单!C156-D156"]
[{"$nulls":8},"=工程量清单!C157-D157"]
[{"$nulls":8},"=工程量清单!C158-D158"]
[{"$nulls":8},"=工程量清单!C159-D159"]
[{"$nulls":8},"=工程量清单!C160-D160"]
[{"$nulls":8},"=工程量清单!C161-D161"]