工程清单计算书模板

2#楼砌筑工程量清单楼层公共部分轴位层高2.003.503.500.50梁厚净墙高墙厚墙净长数量0.400.600.100.001.602.903.400.500.240.240.240.0835.8424.8014.6828.001111窗洞面积0.00∑23.100.000.00∑0.000.001.710.000.000.000.000.000.000.000.000.009.602.100.000.00190mm∑0.001.5290mm∑墙体计算表脚手架脚手架长度高度39.0428.007.480.002.003.653.550.00措施抹灰长度0.0028.0014.6828.00抹灰高 抹灰面度积危化品库0.003.503.400.50西门卫纵6纵7纵8纵9纵10纵11纵12横1横2横3横4横5横6横7横8横93.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.000.090.600.200.090.400.500.500.600.090.090.600.300.090.400.600.602.912.402.802.912.602.502.502.402.912.912.402.702.912.602.402.400.190.190.190.190.190.190.190.190.190.190.190.190.190.190.190.194.501.851.7510.003.601.704.101.604.153.955.952.204.352.004.051.201211111111211111 2.49 13.10 1.69 8.88 0.61 4.90 5.53 29.10 1.78 9.36 0.81 4.25 1.95 10.25 0.73 3.84 2.29 12.08 2.18 11.49 5.43 28.56 1.13 5.94 0.58 12.66 0.59 5.20 1.85 9.72 0.55 2.88 - - 77.56 482.82 0.26 2.91 0.30 6.40 0.56 9.31纵6纵7纵8纵9纵10纵11纵12纵13横1横2横3横4横5横6横7横8横9纵13.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.000.500.090.500.250.500.130.500.500.600.130.130.600.600.090.600.600.600.09 - - 149.80 99.82 28.00 277.62砌体量 13.76 脚手架 78.08轴位公共部分层高墙厚2.003.503.500.500.240.240.240.08砖基础一层二层内墙外墙内墙女儿墙内墙外墙内墙女儿墙 13.76 78.08 11.72 102.20 11.98 53.11 - - 23.70 155.31纵1横13.003.000.090.092.912.910.090.090.501.1022第 1 页，共 12 页

2#楼砌筑工程量清单楼层公共部分轴位纵1纵2纵3纵4纵5纵6纵7横1横2横3横4横5横6横7横8横9纵1纵2纵3纵4纵5纵6纵7横1横2横3横4横5层高3.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.00梁厚净墙高墙厚墙净长数量0.500.500.400.400.500.500.500.600.600.600.400.400.600.300.600.600.300.500.400.550.400.400.100.300.300.100.100.092.502.502.602.602.502.502.502.402.402.402.602.602.402.702.402.402.702.502.602.452.602.602.902.702.702.902.902.910.190.190.190.190.190.190.190.190.190.190.190.190.190.190.190.190.090.090.090.090.090.090.090.090.090.090.090.093.901.900.700.451.800.804.109.451.601.201.802.002.701.604.001.202.105.703.054.702.902.901.102.303.000.604.601.801222221212212221222222222222窗洞面积0.000.000.000.000.000.000.0013.323.841.440.002.102.521.445.760.00190mm∑1.681.890.000.000.004.201.520.001.890.003.570.00墙体计算表脚手架脚手架长度高度措施抹灰长度抹灰高度 抹灰面积砌体量 脚手架轴位纵1纵2纵3纵4横1横2横3横4横5横6横7横8横9公共部分层高墙厚3.003.003.003.003.003.003.003.003.003.003.003.003.000.500.500.500.090.600.600.600.600.090.400.600.600.60二 层第 2 页，共 12 页 1.85 9.75 1.81 9.50 0.69 3.64 0.44 2.34 1.71 9.00 0.76 4.00 1.95 10.25 3.56 45.36 - 3.84 0.55 5.76 1.78 9.36 0.59 5.20 1.50 12.96 1.09 8.64 1.46 19.20 0.55 2.88 20.29 161.68 0.72 11.34 2.22 28.50 1.43 15.86 2.07 23.03 1.36 15.08 0.60 15.08 0.30 6.38 1.12 12.42 1.12 16.20 0.31 3.48 1.76 26.68 0.94 10.48 - -纵1纵2纵3纵4纵5纵6纵7纵8横1横2横3横4横53.003.003.003.003.003.003.003.003.003.003.003.003.000.300.600.400.090.550.400.400.150.300.300.300.600.092#楼砌筑工程量清单楼层公共部分轴位层高3.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.00梁厚净墙高墙厚墙净长数量0.500.500.400.400.500.500.500.600.600.600.400.400.600.300.600.600.300.500.400.550.400.400.100.300.300.100.100.092.502.502.602.602.502.502.502.402.402.402.602.602.402.702.402.402.702.502.602.452.602.602.902.702.702.902.902.910.190.190.190.190.190.190.190.190.190.190.190.190.190.190.190.190.090.090.090.090.090.090.090.090.090.090.090.093.901.900.700.451.800.804.109.451.601.201.802.002.701.604.001.202.105.703.054.702.902.901.102.303.000.604.601.801222221212212221222222222222窗洞面积90mm∑0.000.000.000.000.000.000.0013.323.841.440.002.102.521.445.760.00190mm∑1.681.890.000.000.004.201.520.001.890.003.570.00墙体计算表脚手架脚手架长度高度措施抹灰长度抹灰高度 抹灰面积砌体量 13.95 14.82 14.44 5.53 3.56 13.68 6.08 15.58 28.45 - 4.38 14.23 4.71 12.04 8.76 11.67 4.38 162.31 5.75 17.80 11.42 16.58 10.86 4.81 2.40 8.94 8.94 2.51 14.07 7.54 脚手架 184.53 78.00 76.00 29.12 18.72 72.00 32.00 82.00 362.88 30.72 46.08 74.88 41.60 103.68 69.12 153.60 23.04 1,293.44 90.72 228.00 126.88 184.24 120.64 120.64 51.04 99.36 129.60 27.84 213.44 83.81轴位公共部分层高墙厚3.003.003.003.003.003.003.003.003.003.003.003.003.000.500.500.500.090.600.600.600.600.090.400.600.600.60纵1纵2纵3纵4纵5纵6纵7横1横2横3横4横5横6横7横8横9纵1纵2纵3纵4纵5纵6纵7横1横2横3横4横5纵1纵2纵3纵4横1横2横3横4横5横6横7横8横9三至十 层纵1纵2纵3纵4纵5纵6纵7纵8横1横2横3横4第 3 页，共 12 页3.003.003.003.003.003.003.003.003.003.003.003.000.300.600.400.090.550.400.400.150.300.300.300.602#楼砌筑工程量清单楼层公共部分轴位层高梁厚净墙高墙厚墙净长数量窗洞面积90mm∑0.000.000.000.000.000.000.0013.323.841.440.002.102.521.445.760.00190mm∑1.681.890.000.000.004.201.520.001.890.003.57墙体计算表脚手架脚手架长度高度措施抹灰长度抹灰高度 抹灰面积砌体量 脚手架轴位横5纵1纵2纵3纵4横1横2横3横4横5横6横7横8横9公共部分层高墙厚3.003.003.003.003.003.003.003.003.003.003.003.003.003.000.090.500.500.500.090.600.600.600.600.090.400.600.600.60纵1纵2纵3纵4纵5纵6纵7横1横2横3横4横5横6横7横8横9纵1纵2纵3纵4纵5纵6纵7横1横2横3横4十 一层3.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.000.500.500.400.400.500.500.500.600.600.600.400.400.600.300.600.600.300.500.400.550.400.400.120.300.300.120.122.502.502.602.602.502.502.502.402.402.402.602.602.402.702.402.402.702.502.602.452.602.602.882.702.702.882.880.190.190.190.190.190.190.190.190.190.190.190.190.190.190.190.190.090.090.090.090.090.090.090.090.090.090.093.901.900.700.451.800.804.109.451.601.201.802.002.701.604.001.202.105.703.054.702.902.901.102.303.000.604.60122222121221222122222222222第 4 页，共 12 页 - - 111.62 1,476.21 1.85 9.75 1.81 9.50 0.69 3.64 0.44 2.34 1.71 9.00 0.76 4.00 1.95 10.25 3.56 45.36 - 3.84 0.55 5.76 1.78 9.36 0.59 5.20 1.50 12.96 1.09 8.64 1.46 19.20 0.55 2.88 20.29 161.68 0.72 11.34 2.22 28.50 1.43 15.86 2.07 23.03 1.36 15.08 0.60 15.08 0.30 6.34 1.12 12.42 1.12 16.20 0.31 3.46 1.74 26.50纵1纵2纵3纵4纵5纵6纵7纵8横1横2横33.003.003.003.003.003.003.003.003.003.003.000.300.600.400.120.550.400.400.150.300.300.302#楼砌筑工程量清单楼层公共部分轴位横5层高3.00梁厚净墙高墙厚墙净长数量0.122.880.091.802窗洞面积0.0090mm∑0.002.162.521.282.520.000.00190mm∑0.000.0090mm∑0.00190mm∑墙体计算表脚手架脚手架长度高度措施抹灰长度抹灰高度 抹灰面积砌体量 脚手架轴位横4横5纵1纵2纵3横1横2横3公共部分层高墙厚3.003.004.404.404.404.404.404.400.600.120.500.900.900.400.900.90纵1纵2纵3电梯机房及楼梯间横1横2横3横4纵1横1顶层外墙1轴4.404.404.404.404.404.404.404.404.404.800.500.900.800.500.400.520.900.120.120.503.903.503.603.904.003.883.504.284.284.300.190.190.190.190.190.190.190.190.190.191.801.201.201.601.202.001.201.100.502.102111111221 0.93 10.37 - - 13.92 184.17 2.67 14.04 0.39 4.20 0.34 4.32 0.94 6.24 0.43 4.80 1.47 7.76 0.80 4.20 7.05 45.56 1.79 9.42 0.81 4.28 2.60 13.70 1.72 1.72 9.03 9.0312轴4.800.50卫生间、厨房及水房间基脚工程量清单

楼层二三四五六七八九A区高0.300.300.300.300.300.300.300.30δ190mm墙长砼C2018.401.0518.401.0518.401.0518.401.0518.401.0518.401.0518.401.0518.401.05模板11.0411.0411.0411.0411.0411.0411.0411.04δ90mm墙长27.6027.6027.6027.6027.6027.6027.6027.60砼C20 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75模板 16.56 16.56 16.56 16.56 16.56 16.56 16.56 16.56高0.300.300.300.300.300.300.300.30δ190mm墙长17.4017.4017.4017.4017.4017.4017.4017.40第 5 页，共 12 页

2#楼砌筑工程量清单楼层公共部分轴位层高0.300.300.30梁厚净墙高墙厚墙净长数量18.4018.401.0511.041.0511.040.000.00∑10.49110.40窗洞面积27.6027.600.80∑墙体计算表脚手架脚手架长度高度措施抹灰长度抹灰高度 抹灰面积砌体量 0.75 0.75 0.02 7.47 脚手架 16.56 16.56 0.48 166.08轴位公共部分层高墙厚0.300.3017.4017.40十十一楼梯间水房间分类项 目砖基础19090190圈梁90圈梁圈梁模板里脚手架A13.76289.21142.6610.497.47276.484100.20B#REF!#REF!#REF!9.92#REF!#REF!#REF!汇总#REF!#REF!#REF!20.41#REF!#REF!#REF!第 6 页，共 12 页

构造柱、模板计算表圈梁梁长柱高根数 砼 模板0.001.604.00 0.37 3.07∑ 0.37 3.0724.802.6615.00 2.39 29.460.003.402.00 0.16 2.990.000.000.00 - -∑ 2.55 32.452.500.193.05 2.00 -2.910.1910.00 1.00 -2.500.194.05 1.00 -2.750.191.30 2.00 -2.500.191.80 1.00 -2.870.193.70 1.00 -2.500.191.70 1.00 3.842.500.193.90 1.00 -2.400.191.60 1.00 -2.870.195.00 1.00 -2.870.192.30 2.00 -2.400.196.35 2.00 -2.400.193.10 1.00 6.722.910.190.60 2.00 -2.400.192.00 1.00 2.102.400.191.20 1.00 -2.400.194.35 1.00 -190mm∑2.910.090.80 2.00 1.5290mm∑第 7 页，共 12 页

构造柱、模板计算表圈梁梁长柱高根数 砼 模板2.500.194.10 1.00 -2.500.191.70 2.00 -2.500.194.00 2.00 2.102.910.191.30 2.00 -2.400.196.10 2.00 6.662.400.194.40 2.00 7.202.400.191.60 1.00 3.842.400.191.60 2.00 1.442.910.190.60 2.00 -2.600.192.00 1.00 2.102.400.194.35 2.00 4.502.400.194.60 2.00 6.002.400.191.20 1.00 -190mm∑2.700.092.10 2.00 1.682.400.094.20 2.00 -2.600.093.70 2.00 -2.910.091.40 2.00 -2.450.094.70 2.00 -2.600.093.05 2.00 -2.600.093.60 2.00 5.042.850.090.80 2.00 1.522.700.092.20 2.00 -2.700.092.60 2.00 -2.700.094.50 2.00 3.782.400.094.00 2.00 1.892.910.191.80 2.00 1.68第 8 页，共 12 页

构造柱、模板计算表圈梁梁长柱高根数 砼 模板90mm∑2.500.194.10 1.00 -2.500.191.70 2.00 -2.500.194.00 2.00 2.102.910.191.30 2.00 -2.400.196.10 2.00 6.662.400.194.40 2.00 7.202.400.191.60 1.00 3.842.400.191.60 2.00 1.442.910.190.60 2.00 -2.600.192.00 1.00 2.102.400.194.35 2.00 4.502.400.194.60 2.00 6.002.400.191.20 1.00 -190mm∑2.700.092.10 2.00 1.682.400.094.20 2.00 -2.600.093.70 2.00 -2.910.091.40 2.00 -2.450.094.70 2.00 -2.600.093.05 2.00 -2.600.093.60 2.00 5.042.850.090.80 2.00 1.522.700.092.20 2.00 -2.700.092.60 2.00 -2.700.094.50 2.00 3.782.400.094.00 2.00 1.89第 9 页，共 12 页

构造柱、模板计算表圈梁梁长柱高根数 砼 模板2.910.191.80 2.00 1.6890mm∑2.500.194.10 1.00 -2.500.191.70 2.00 -2.500.194.00 2.00 2.102.910.191.30 2.00 -2.400.196.10 2.00 6.662.400.194.40 2.00 7.202.400.191.60 1.00 3.842.400.191.60 2.00 1.442.910.190.60 2.00 -2.600.192.00 1.00 2.102.400.194.35 2.00 4.502.400.194.60 2.00 6.002.400.191.20 1.00 -190mm∑2.700.092.10 2.00 1.682.400.094.20 2.00 -2.600.093.70 2.00 -2.880.091.40 2.00 -2.450.094.80 2.00 -2.600.093.05 2.00 -2.600.093.60 2.00 5.042.850.090.80 2.00 1.522.700.092.20 2.00 -2.700.092.60 2.00 -2.700.094.50 2.00 3.78第 10 页，共 12 页

构造柱、模板计算表圈梁梁长柱高根数 砼 模板2.400.094.00 2.00 1.892.880.191.80 2.00 1.6890mm∑3.900.194.10 2.00 2.103.500.192.10 1.00 2.523.500.192.10 1.00 3.784.000.191.60 1.00 1.283.500.192.00 1.00 -3.500.191.20 1.00 -190mm∑ - -90mm∑4.300.192.10 1.00 -190mm∑B区墙长砼C20模板δ90mm墙长0.9910.44 26.700.9910.44 26.700.9910.44 26.700.9910.44 26.700.9910.44 26.700.9910.44 26.700.9910.44 26.700.9910.44 26.70第 11 页，共 12 页

90mm17.4017.4017.4017.4017.4017.4017.4017.40构造柱、模板计算表圈梁梁长柱高根数 砼 模板17.400.9910.44 26.7017.400.9910.44 26.700.000.00∑9.92104.40∑第 12 页，共 12 页