混凝土台帐.xls

乡乡宁宁营营里里大大桥桥20112011年年6 6核核算算期期混混凝凝土土台台帐帐编号浇注日期砼标号分项工程桩号设计方量(m3)实际方量(m3)备注编号浇注日期砼标号分项工程桩号设计方量(m3)实际方量(m3)备注16.28C50桥面7.20712011.7.12C30人行道2.4026.29C50桥面13.80727.22C15人行道垫层81.0036.30C50桥面12.87347.6C50桥面34.0074575678976100.0077110.0078120.0079130.0080140.0081150.0082160.0083170.00180.00190.000.00200.000.00210.000.00220.000.00230.000.00240.000.00250.000.00260.000.00270.000.00280.000.00290.000.00300.000.00310.000.00320.000.00330.00#REF!340.000.00350.000.00合计83.4083.40乡乡宁宁营营里里大大桥桥20112011年年5 5核核算算期期混混凝凝土土台台帐帐编号浇注日期砼标号分项工程桩号设计方量(m3)实际方量(m3)备注编号浇注日期砼标号分项工程桩号设计方量(m3)实际方量(m3)备注12011.5.21C50箱梁右1#-333.5035.201.70712011.5.21C50中横梁左4#-520.0021.401.4022011.5.22C50箱梁右1#-633.5035.201.70722011.5.26C50中横梁右3#-42021.601.6032011.5.23C50箱梁右1#-733.535.21.70730.0042011.5.23C50箱梁右1#-233.5035.201.70740.005C50箱梁0.00750.006C50箱梁0.000.0070.0080.0090.00760.00100.00770.00110.00780.00120.00790.00132011.6.13C50槽口8.408.40800.00140.00810.00150.00820.00160.00830.00170.00180.00190.002011.5.22C50湿接缝右4跨88.000.00200.002011.5.23C50湿接缝右幅3跨88.000.00210.002011.5.24C50湿接缝右幅3跨11.212.000.80220.002011.5.27C50湿接缝右幅3跨1212.000.00230.002011.5.28C50湿接缝右幅3跨88.000.00240.002011.5.30C50湿接缝右幅3跨88.000.00250.002011.6.1C50湿接缝11.2011.20260.002011.6.2C50湿接缝7.607.60270.002011.6.3C50湿接缝7.607.60280.002011.6.4C50湿接头20.8020.80290.002011.6.5C50湿接头28.0028.00300.002011.6.6C50湿接缝8.808.80310.002011.6.8C50湿接缝9.209.20320.002011.6.9C50湿接缝8.808.80330.002011.6.11C50湿接缝11.80.00340.00C50湿接缝0.00350.00C50湿接缝0.00360.0084C400.00370.0085C400.00380.00862011.5.30C50湿接头右幅2跨2020.00#REF!390.00C400.00400.00C400.00410.004243440.00882011.5.22C30人行道左幅3跨8.29.000.80450.00892011.5.25C30人行道左幅2跨69.203.202011.5.26C30人行道左幅4跨2.43.200.802011.5.27C30人行道左幅3跨2.86.003.202011.5.28C30人行道左幅2跨2.83.200.402011.5.31C30人行道左幅1跨33.600.602011.6.1C30人行道6.802011.5.30C50桥面板2.402.400.002011.6.1C30人行道2.402011.5.30C50桥面铺装左4#-57.208.000.802011.6.3C30人行道7.602011.5.31C50桥面板3.603.600.002011.6.3C30人行道2.402011.6.1C50桥面铺装4.802011.6.4C30人行道8.402011.6.4C50桥面铺装4.002011.6.5C30人行道8.82011.6.6C50桥面铺装6.402011.6.7C30人行道8.82011.6.11C50桥面铺装13.802011.6.8C30人行道4.42011.6.16C50桥面铺装11.202011.6.8C30人行道2.42011.6.17C50桥面铺装9.602011.6.10C30人行道8.82011.6.20C50桥面铺装128.002011.6.10C30人行道2.82011.6.21C50桥面铺装124.002011.6.11C30人行道4.42011.6.25C50桥面铺装123.202011.6.12C30人行道8.82011.6.26C50桥面铺装103.202011.6.13C30人行道8.82011.6.13C30人行道2.42011.6.14C30人行道8.82011.6.14C30人行道2.42011.6.15C30人行道11.62011.6.15C30人行道10.42011.6.16C30人行道8.82011.6.16C30人行道1.62011.6.17C30人行道7.62011.6.17C30人行道8.42011.6.18C30人行道3.62011.6.19C30人行道7.62011.6.21C30人行道2.42011.6.22C30人行道4.42011.6.23C30人行道4.82011.6.24C30人行道2.42011.6.27C30人行道2.4合计251.00251.00乡乡宁宁营营里里大大桥桥20112011年年4 4核核算算期期混混凝凝土土台台帐帐编号浇注日期砼标号分项工程桩号设计方量(m3)实际方量(m3)备注编号浇注日期砼标号分项工程桩号设计方量(m3)实际方量(m3)备注12011.4.21C50箱梁右5#-136.3038.802.50712011.4.18C50横隔梁左5#1.802.400.6022011.4.21C50箱梁1#-733.5034.801.30722011.4.23C50横隔板左4跨0.80.800.0032011.4.21C50箱梁右4#-432.3341.70732011.4.23C50中横梁4-5跨18.419.200.8042011.4.18C50箱梁1#-633.5035.201.70742011.4.28C50中横梁3-4跨18.420.802.4052011.4.18C50箱梁1#-533.5035.201.70752011.5.2C50中横梁2-3跨18.418.800.4062011.4.22C50箱梁右4#-532.3033.601.302011.5.8C50中横梁左1-218.418.400.0072011.5.10C50端横梁左1跨2.43.200.8082011.5.11C50端横梁右5跨2.42.400.0092011.4.22C50箱梁右5#-836.3037.601.30762011.4.21C30桥台盖梁左0#56.259.203.00102011.4.23C50箱梁右5#-433.5035.201.70772011.4.21C30盖梁右2#78.683.204.60112011.4.24C50箱梁右5-533.5034.400.90782011.4.26C40盖梁右1#墩78.683.204.60122011.4.25C50箱梁右4#-332.3034.402.10792011.4.29C40盖梁右3#墩78.681.603.00132011.4.26C50箱梁右5#-333.5035.201.70802011.4.30C30盖梁右0#台56.2060.003.80142011.4.27C50箱梁右5#-633.535.21.70810.00152011.4.28C50箱梁右5#-233.534.81.30820.00162011.4.29C50箱梁右5#-733.535.21.70830.00172011.4.30C50箱梁右4#-835.236.81.60182011.5.1C50箱梁右4#-632.3341.70192011.5.2C50箱梁右4#-232.334.42.102011.4.26C50湿接缝左5跨1919.200.20202011.5.2C50箱梁右4#-135.236.81.602011.4.29C50湿接缝3.20212011.5.3C50箱梁右4#-732.334.82.502011.4.30C50湿接缝左4跨1515.200.20222011.5.4C50箱梁右3#-332.334.42.102011.5.2C50湿接缝左4跨88.400.40232011.5.5C50箱梁右3#-135.236.81.602011.5.3C50湿接缝左4跨88.000.00242011.5.6C50箱梁右3#-835.2360.802011.5.4C50湿接缝左4跨88.000.00252011.5.7C50箱梁右3#-432.333.81.502011.5.5C50湿接缝左3跨88.000.00262011.5.7C50箱梁右3#-532.333.81.502011.5.6C50湿接缝左3跨88.000.00272011.5.8C50箱梁右3#-632.334.42.102011.5.8C50湿接缝左3跨1212.000.00282011.5.9C50箱梁右3#-232.336.44.102011.5.11C50湿接缝左2跨1212.000.00292011.5.10C50箱梁右3#-732.335.22.902011.5.12C50湿接缝2跨4.84.800.00302011.5.11C50箱梁右2#-432.334.42.102011.5.13C50湿接缝1跨1616.800.80312011.5.11C50箱梁右2#-832.334.42.102011.5.14C50湿接缝1跨13.613.600.00322011.5.12C50箱梁右2#-835.236.81.602011.5.15C50湿接缝1跨1010.000.00332011.5.16C50箱梁右2#-732.333.81.502011.5.16C50湿接缝5跨8.58.800.30342011.5.13C50箱梁右2#-135.236.81.602011.5.17C50湿接缝5跨1616.000.00352011.5.14C50箱梁右2#-332.334.42.102011.5.18C50湿接缝5跨3.55.201.70362011.5.15C50箱梁右2#-632.333.81.50842011.4.21C40垫石右4#1.61.600.00372011.5.15C50箱梁右2#-232.333.81.50852011.4.27C40垫石右2#1.61.600.00382011.5.17C50箱梁右1#-433.535.21.70862011.4.30C40垫石右1#1.61.600.00392011.5.18C50箱梁右1#-533.535.21.702011.5.2C40垫石右3#1.61.600.00402011.5.19C50箱梁右1#-136.3381.702011.5.11C40垫石右0#桥台1.61.600.00412011.5.20C50箱梁右1#-836.3381.704243442011.3.25C30耳背墙左0#桥台34.835.20.40882011.4.28C40砂浆封锚1.61.600.00452011.5.5C30耳背墙右0#桥台34.8036.401.60892011.5.7C40砂浆封锚1.61.600.002011.5.8C40砂浆封锚1.61.600.002011.5.11C40砂浆封锚1.61.600.002011.5.17C30人行道5跨6.87.200.402011.5.12C50负弯矩槽口左4-5跨3.204.801.60C50合计641.60641.60乡乡宁宁营营里里大大桥桥20112011年年3 3核核算算期期混混凝凝土土台台帐帐编号浇注日期砼标号分项工程桩号设计方量(m3)实际方量(m3)备注编号浇注日期砼标号分项工程桩号设计方量(m3)实际方量(m3)备注12011.3.21C50箱梁左5-733.5034.400.90712011.4.17C50横隔板左5跨0.800.8022011.3.22C50箱梁左4-432.3033.601.30720.0032011.3.23C50箱梁左4-532.333.61.307342011.3.25C50箱梁左4-632.3033.601.307452011.3.26C50箱梁左3-133.5036.002.50750.0062011.3.27C50箱梁4#-732.3034.402.1072011.3.28C50箱梁3#-232.3034.402.10762011.3.21C40盖梁左4#7980.101.1082011.3.29C50箱梁3#-332.3034.402.10772011.3.26C40盖梁左3#78.679.200.6092011.3.30C50箱梁3#-432.3034.402.10782011.3.30C40盖梁左2#78.680.802.20102011.3.31C50箱梁3#-532.3034.402.10792011.4.5C40盖梁左1#78.680.001.40112011.4.2C50箱梁左3#-632.3034.802.50802011.4.15C40盖梁右4#78.6080.001.40122011.4.1C50箱梁3#-835.236.81.60810.00132011.4.3C50箱梁左3#-732.334.42.10820.00142011.4.4C50箱梁1#-235.236.81.60830.00152011.4.5C50箱梁2#-232.335.22.90162011.4.8C50箱梁2#-135.237.62.40172011.4.9C50箱梁2#-332.334.42.10182011.4.9C50箱梁1#-333.534.40.90192011.4.10C50箱梁2#-835.237.62.40202011.4.11C50箱梁1#-433.536.83.30212011.4.12C50箱梁2#-432.334.42.10222011.4.13C50箱梁2#-532.3341.70232011.4.14C50箱梁1#-136.3381.70242011.4.14C50箱梁2#-632.3341.70252011.4.15C50箱梁2#-732.333.61.30262011.4.16C50箱梁1#-836.337.20.90272011.3.22C30墩柱右3#34.5361.50842011.3.21C40垫石1.801.80282011.3.25C30墩柱右4-11920.81.80852011.3.27C50墩柱垫石左3#2.00292011.3.28C30墩柱右4#-219201.00862011.4.7C40垫石左2#1.601.60302011.4.8C40垫石左1#1.62.400.80313235362011.3.25C30桥台左0#10912213.00880.00372011.4.4C30桥台肋板0#33.0036.003.00892011.3.28C30承台右0#110112.802.80382011.4.8C30桥台肋板右0#33.0032.80-0.20392011.4.10C30桥台肋板右0#22.0022.400.40合计521.50521.50乡乡宁宁营营里里大大桥桥20112011年年2 2核核算算期期混混凝凝土土台台帐帐编号浇注日期砼标号分项工程桩号设计方量(m3)实际方量(m3)备注编号浇注日期砼标号分项工程桩号设计方量(m3)实际方量(m3)备注12011.3.2C50箱梁左5-333.5034.000.507122011.3.8C50箱梁左5-433.5036.002.50720.0032011.3.9C50箱梁左5-836.339.22.907342011.3.5C50箱梁左5-136.3037.000.707452011.3.11C50箱梁左4-135.2036.000.80750.0062011.3.12C50箱梁左5-233.5035.101.60762011.3.7C25系梁左1#3033.203.2072011.3.15C50箱梁左5-533.5034.400.90772011.3.9C25系梁右2#30.430.400.0082011.3.16C50箱梁左4-233.5034.400.90782011.3.10C25系梁右1#28.528.500.0092011.3.18C50箱梁左5-633.5034.400.90792011.3.12C25系梁右3#28.528.800.30102011.3.19C50箱梁左4-332.3034.402.10802011.3.14C25系梁右4#28.5028.800.30112010.3.14C50箱梁左4-835.236.81.60810.00120.00820.00130.00830.00142011.3.11C30墩柱左1#20.820.80.00842011.3.11C30耳背墙左5#34.838.003.20152011.3.16C30墩柱右1#2121.60.6085162011.3.19C30墩柱右2#33.534.40.90860.00170.00870.00182011.3.18C30桥台耳背墙右5#34.838.43.60880.00190.00892011.3.11C30龙门吊底座44.000.00200.002011.3.16C25预制场底座10.00212011.3.14C250.800.80合计191.70191.70乡乡宁宁营营里里大大桥桥20102010年年1111核核算算期期混混凝凝土土台台帐帐编号浇注日期砼标号分项工程桩号设计方量(m3)实际方量(m3)备注编号浇注日期砼标号分项工程桩号设计方量(m3)实际方量(m3)备注12010.12.21C25基桩左0#-130.0828.96-1.12712010.12.22C25系梁左3#28.5330.331.8022010.12.25C25基桩右0#-330.0829.37-0.71720.0032010.12.25C25基桩右0#-730.0829.29-0.797342010.12.27C25基桩左1#-181.7478.14-3.607452010.12.30C25基桩右1#-281.7478.43-3.31750.0062010.12.31C25基桩右4-281.7480.99-0.757672010.1.4C25基桩左1-281.7478.97-2.777782010.1.12C25基桩右2#-181.7480.41-1.337892010.1.12C25基桩右2#-281.7481.16-0.58792010.12.25C30墩柱左4-14-234.0735.441.37100.00802011.1.2C30墩柱左3-117.9219.071.15110.00812011.1.2C30墩柱左3-218.4118.570.16120.0082130.0083140.0084150.0085160.00862010.1.1C30墩台帽右5#56.2360.324.09170.0087180.0088190.0089200.00210.00合计163.73163.73乡乡宁宁营营里里大大桥桥20102010年年1111核核算算期期混混凝凝土土台台帐帐编号浇注日期砼标号分项工程桩号设计方量(m3)实际方量(m3)备注编号浇注日期砼标号分项工程桩号设计方量(m3)实际方量(m3)备注12010.11.22C25基桩左2#-181.7479.00-2.74712010.12.3C25系梁左2#28.5330.001.4722010.11.23C25基桩左0#-730.0830.00-0.08722010.12.19C25系梁左4#28.5330.351.8232010.11.25C25基桩左5#-137.3837.00-0.387342010.11.28C25基桩左0#-330.0829.00-1.087452010.11.29C25基桩右5#-437.3838.501.12752010.12.12C30墩 柱左2#-1 2#-234.3335.501.1762010.11.30C25基桩左3#-181.7487.005.267672010.12.2C25基桩右0#-130.0830.00-0.087782010.12.3C25基桩右3#-181.7479.00-2.747892010.12.4C25基桩左0#-630.0829.50-0.58792010.12.10C30桥台5#56.2360.003.77102010.12.5C25基桩左4#-181.7478.00-3.7480112010.12.7C25基桩右0#-630.0830.50.4281122010.12.7C25基桩右5#-337.3844.076.6982132010.12.8C25基桩左0#-230.0827-3.08832010.12.16C25龙门吊道轨5.00142010.12.12C25基桩右0#-530.0829.5-0.5884152010.12.13C25基桩右0#-430.0831.51.42852010.12.17C25场地硬化1.70162010.12.16C25基桩左0#-530.0829.31-0.77862010.12.17C25场地硬化4.00172010.12.16C25基桩右3#-281.7477.15-4.59872010.12.18C25场地硬化2.00182010.12.17C25基桩右0#-230.0828.87-1.2188192010.12.17C25基桩右4#-181.7483.051.3189202010.12.18C25基桩右1#-181.7479.05-2.69212010.12.19C25基桩右0#-830.0830.090.01合计1007.091007.09168.55168.55乡乡宁宁营营里里大大桥桥20102010年年1010核核算算期期混混凝凝土土台台帐帐编号浇注日期砼标号分项工程桩号设计方量(m3)实际方量(m3)备注编号浇注日期砼标号分项工程桩号设计方量(m3)实际方量(m3)备注12010.11.6C25基桩右5#-437.3838.000.62712010.11.8C25预制厂台座22.0022010.11.11C25基桩左2#-281.7479.002.74722010.11.7C25预制厂台座22.0032010.11.13C25基桩左5#-337.3839.502.12732010.10.2429C25预制厂台座,龙门轨道,拌和站基础134.0042010.11.14C25基桩左3#-281.7489.507.76742010.10.16C25钢筋场地23.0052010.11.12C25基桩左0#-830.0831.000.92752010.10.23C25搅拌站底座25.0062010.11.12C25基桩右5#-137.3840.002.62762010.11.3C25预制厂台座24.0072010.11.18C25基桩左0#-430.0830.000.08772010.11.11C25预制厂台座23.0082010.11.18C25基桩左4#-281.7480.001.74782010.11.13C25预制厂台座23.0092010.11.20C25基桩左5#-237.3837.000.38792010.11.15C25预制厂台座18.00102010.11.20C25基桩右5#-237.3839.001.62802010.11.16C25预制厂台座5.0011812010.11.18C25预制厂台座左4-225.0012822010.11.22C25预制厂台座9.0013832010.11.22C25场地硬化18.0014842010.12.2C25台座场地硬化8.0015852010.11.23C25预制场1.0016862010.11.12C25预制场1.0017871888198970合计503.00503.00381.00381.00