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自拌混凝土过磅记录工程名称岱山土地交易服务中心大楼每盘用量(KG)浇注部位人工挖孔桩63#62#64#51#23#12#40#水泥砂石子配合比水:水泥:砂:石0.52:1:1.92:3.81350-500MM100192381时间水泥(KG)黄砂(KG)石子(KG)时间水泥(KG)黄砂(KG)石子(KG)时间水泥(KG)黄砂(KG)石子(KG)2009.4.196:051001923802009.4.197:511001923802009.4.199:551001923822009.4.196:101001913802009.4.198:031001933792009.4.1910:011001943822009.4.196:151001933792009.4.198:101001903802009.4.1910081001923802009.4.196:211001903802009.4.198:161001923812009.4.1910:121001923792009.4.196:251001923812009.4.198:221001923822009.4.1910:181001923802009.4.196:301001923822009.4.198:271001943822009.4.1910:231001913812009.4.196:401001943822009.4.198:331001923802009.4.1910:301001933812009.4.196:451001923802009.4.198:401001923792009.4.1910:351001903822009.4.196:501001923792009.4.198:471001923802009.4.1910:451001923802009.4.196:551001923802009.4.198:511001923802009.4.1910:501001923802009.4.197:001001933812009.4.198:581001933812009.4.1910:551001923802009.4.197:051001903822009.4.199:03991923822009.4.1911:001001933792009.4.197:101001913822009.4.199:091001943822009.4.1911:051001903802009.4.197:151001923802009.4.199:151001923802009.4.1911:111001913822009.4.197:201001943792009.4.199:231001923792009.4.1911:17991923822009.4.197:281001923802009.4.199:291001903822009.4.1911:231001943822009.4.197:331001923812009.4.199:351001913822009.4.1911:301001923802009.4.197:371001913822009.4.199:421001923802009.4.1911:351001923792009.4.197:451001933802009.4.199:481001933812009.4.1911:40100191381监理单位: 施工单位: 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施工单位: 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记录人自拌混凝土过磅记录工程名称岱山土地交易服务中心大楼每盘用量(KG)浇注部位人工挖孔桩29#39#14#13#11#10#9#8#7#水泥砂石子配合比水:水泥:砂:石0.52:1:1.92:3.81350-500MM100192381时间水泥(KG)黄砂(KG)石子(KG)时间水泥(KG)黄砂(KG)石子(KG)时间水泥(KG)黄砂(KG)石子(KG)2009.4.2011:401001923802009.4.2013:381001913802009.4.2015:271001903802009.4.2011:481001913802009.4.2013:431001933792009.4.2015:321001923812009.4.2011:531001903822009.4.2013:501001903802009.4.2015:371001923822009.4.2012:001001913822009.4.2013:551001923812009.4.2015:421001943822009.4.2012:061001923802009.4.2014:021001923822009.4.2015:481001923802009.4.2012:131001943792009.4.2014:081001943822009.4.2015:531001923792009.4.2012:211001923802009.4.2014:141001923802009.4.2015:591001923802009.4.2012:251001923812009.4.2014:211001923792009.4.2016:041001923802009.4.2012:311001903822009.4.2014:241001923802009.4.2016:091001933812009.4.2012:371001913822009.4.2014:301001923802009.4.2016:141001903822009.4.2012:431001923802009.4.2014:36991933812009.4.2016:211001913822009.4.2012:501001943792009.4.2014:411001903822009.4.2016:251001903802009.4.2012:581001913822009.4.2014:471001913822009.4.2016:291001923812009.4.2013:031001923802009.4.2014:531001923802009.4.2016:341001923822009.4.2013:091001943792009.4.2014:591001933812009.4.2016:391001913822009.4.2013:151001923802009.4.2015:061001903822009.4.2016:431001923802009.4.2013:201001923812009.4.2015:111001913822009.4.2016:501001923792009.4.2013:261001913822009.4.2015:171001923802009.4.2016:551001923802009.4.2013:321001933802009.4.2015:231001933812009.4.2016:59100192380监理单位: 施工单位: 记录人自拌混凝土过磅记录工程名称岱山土地交易服务中心大楼每盘用量(KG)浇注部位人工挖孔桩29#39#14#13#11#10#9#8#7#水泥砂石子配合比水:水泥:砂:石0.52:1:1.92:3.81350-500MM100192381时间水泥(KG)黄砂(KG)石子(KG)时间水泥(KG)黄砂(KG)石子(KG)时间水泥(KG)黄砂(KG)石子(KG)2009.4.2017:031001903802009.4.2017:071001923812009.4.2017:121001923822009.4.2017:181001933822009.4.2017:23100192380监理单位: 施工单位: 记录人:自拌混凝土过磅记录工程名称岱山土地交易服务中心大楼每盘用量(KG)浇注部位人工挖孔桩28#27#37#36#50#61#48#47#60#45#34#水泥砂石子配合比水:水泥:砂:石0.52:1:1.92:3.81350-500MM100192381时间水泥(KG)黄砂(KG)石子(KG)时间水泥(KG)黄砂(KG)石子(KG)时间水泥(KG)黄砂(KG)石子(KG)2009.4.216:051001923802009.4.207:451001943822009.4.209:481001913822009.4.216:101001913802009.4.207:511001923802009.4.209:551001923802009.4.216:151001933792009.4.208:031001923792009.4.2010:011001943792009.4.216:211001903802009.4.208:101001923802009.4.2010:081001923802009.4.216:251001923812009.4.208:161001933812009.4.2010:121001923812009.4.216:30991923822009.4.208:221001903822009.4.2010:181001913822009.4.216:351001943822009.4.208:271001913822009.4.2010:231001943822009.4.216:401001923802009.4.208:331001923802009.4.2010:301001923802009.4.216:451001923792009.4.208:401001943792009.4.2010:351001913822009.4.216:501001923802009.4.208:471001923802009.4.2010:451001923802009.4.216:551001933812009.4.208:511001923812009.4.2010:501001943792009.4.217:001001903822009.4.208:581001913822009.4.2010:551001923802009.4.217:051001913822009.4.209:031001943822009.4.2011:001001923812009.4.217:101001923802009.4.209:091001923802009.4.2011:051001913822009.4.217:161001943792009.4.209:151001923792009.4.2011:111001943822009.4.217:221001923802009.4.209:231001923802009.4.2011:171001923802009.4.217:281001923812009.4.209:291001933812009.4.2011:231001913822009.4.217:321001913822009.4.209:351001903822009.4.2011:301001923802009.4.217:371001933802009.4.209:421001913822009.4.2011:35100194379监理单位: 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