市政工程措施费费用明细表

&"宋体,常规"&9工程名称：山大南路64号住宅开发工程建筑工程&"黑体,常规"&16 措施 《全国民用建筑工程设计技术措施》规划•建筑•景观全国民用建筑工程设计技术措施》规划•建筑•景观软件质量保证措施下载工地伤害及预防措施下载关于贯彻落实的具体措施 项目 清单 安全隐患排查清单下载最新工程量清单计量规则下载程序清单下载家私清单下载送货清单下载 综合单价分析表&"宋体,常规"&9第&P页共&N页序号项目编码项目名称单位工程量综合单价组成综合单价人工费材料费机械费计费基础管理费和利润1CS1.4大型机械设备进出场及安拆费项119936.954288.1255695.6678195.4612589.4892510.2110-5-1塔式起重机砼基础浇筑养护10m31571.452910.4861.612707.07435.843979.3810-5-3塔式起重机砼基础拆除10m31995.57.75595.741562.71251.61850.5910-5-61内履带液压单斗挖掘机运输费台次1660240.83725.954576.44736.815363.5610-5-22自升式塔式起重机安.拆台次16600587.4816902.5923800.013831.827921.8710-5-22-1自升式塔式起重机场外运输台次12200226.7323087.2325352.234081.7129595.6710-5-241t/100m施工电梯安.拆台次13960143.125126.799073.911460.910690.8110-5-251t/200m内施工电梯安.拆台次14950171.766195.7511123.091790.8213108.332CS01004夜间施工费项135038.25140153.01175191.2628205.79203397.05计费基础25027323.05×0.7%,人工占20%3CS01005二次搬运费项130032.79120131.15150163.9424176.39174340.33计费基础25027323.05×0.6%,人工占20%4CS01006冬雨季施工增加费项140043.72160174.87200218.5832235.19232453.78计费基础25027323.05×0.8%,人工占20%5CS01007已完工程及设备保护费项13754.133786.8937540.986044.143585.09计费基础25027323.05×0.15%,人工占10%±0.000以下部分6AB001外脚手架1.部位：地下室外双排脚手架m22868.094.796.731.3812.45214.910-1-5双排外钢管脚手架15m内10m2286.8094.796.731.3812.45214.97AB002砌体墙脚手架1.:部位：双排里脚手架m23913.773.080.911.054.890.795.8310-1-24双排里钢管脚手架6m内10m2391.3773.080.911.054.890.795.838AB003砼墙脚手架1.:部位：双排外脚手架6M内m24658.963.143.851.017.721.249.2410-1-103双排外钢管脚手架6m内10m2465.8963.143.851.017.721.249.249AB004柱脚手架1.:部位：单排外脚手架6M内m22986.852.312.870.835.810.946.9510-1-102单排外钢管脚手架6m内10m2298.6852.312.870.835.810.946.9510AB005梁脚手架1.:部位：双排外脚手架6M内m28843.713.143.851.017.721.249.2410-1-103双排外钢管脚手架6m内10m2884.3713.143.851.017.721.249.2411AB006外墙密目网1.:部位：密目网垂直封闭m22868.090.94710.361.679.6110-1-51密目网垂直封闭10m2286.8090.94710.361.679.6112AB007水平安全网1.:部位：水平安全网m2434.850.112.624.910.793.5210-1-46立挂式安全网10m243.4850.112.624.910.793.5213AB008筏板模板及支架1.:筏板模板及支架m2260.2519.3539.770.8751.48.2768.2610-4-42无梁满堂基础胶合板模木支撑10m226.02517.7710.810.7930.734.9434.3110-4-310基础竹胶板模板制作[系数:0.244]10m26.351.5828.960.0820.673.3333.9514AB009条基模板及支架1.:条基模板及支架m21264.0712.246.51.3347.647.6867.7110-4-12无梁砼带形基胶合板模木支撑10m2126.40710.6217.541.2526.974.3533.7610-4-310基础竹胶板模板制作[系数:0.244]10m230.8431.5828.960.0820.673.3333.9515AB010独基模板及支架1.独基模板及支架m293.9412.5350.831.3451.488.2972.9910-4-27砼独立基础胶合板模板木支撑10m29.39410.9521.871.2630.814.9639.0410-4-310基础竹胶板模板制作[系数:0.244]10m22.2921.5828.960.0820.673.3333.9516AB011垫层模板及支架1.:垫层模板及支架m2249.637.0436.150.5529.024.6748.4110-4-49砼基础垫层木模板10m224.9637.0436.150.5529.024.6748.4117AB012基础后浇带模板及支架1.:基础后浇带模板及支架m2272.7215.657.462.1567.7810.9186.1210-4-199后浇带无梁板平板胶合板模钢支撑10m227.27213.0931.532.0448.287.7754.4310-4-315板竹胶板模板制作[系数:0.244]10m26.6542.5125.930.1119.53.1431.6918AB013墙后浇带模板及支架1.:墙后浇带模板及支架m2302.5619.454.252.9960.59.7486.3810-4-185后浇带墙胶合板模板钢支撑10m230.25618.2626.42.9340.946.5954.1810-4-314墙竹胶板模板制作[系数:0.244]10m27.3831.1427.850.0619.563.1532.219AB014梁后浇带模板及支架1.:梁后浇带模板及支架m2602.2817.0960.072.5272.0811.691.2810-4-193后浇带有梁板平板胶合板模钢支撑10m260.22814.5834.142.4152.588.4659.5910-4-315板竹胶板模板制作[系数:0.244]10m214.6962.5125.930.1119.53.1431.6920AB015板后浇带模板及支架1.:板后浇带模板及支架m2662.5217.0960.072.5272.0811.691.2810-4-193后浇带有梁板平板胶合板模钢支撑10m266.25214.5834.142.4152.588.4659.5910-4-315板竹胶板模板制作[系数:0.244]10m216.1662.5125.930.1119.53.1431.6921AB016柱模板及支架1.:模板及支架，3.63m、3.6m、2.92m、2.8mm21297.5217.340.812.2950.698.1668.5610-4-88矩形柱胶合板模板钢支撑10m2129.75215.6811.072.2129.344.7233.6810-4-311柱竹胶板模板制作10m231.661.6229.740.0821.353.4434.8822AB017柱模板支架超高1.:超高模板，高超过3.6m每增3mm2123.586.051.830.237.11.159.2610-4-102柱钢支撑高超过3.6m每增3m10m212.3586.051.830.237.11.159.2623AB018构造柱模板及支架1.:模板及支架m2424.5825.0140.752.4255.798.9877.1610-4-100构造柱复合木模板钢支撑10m242.45822.727.362.3131.425.0637.4510-4-312构造柱竹胶板模板制作[系数:0.244]10m210.362.2933.390.1124.373.9239.7124AB019墙模板及支架1.:模板及支架，3.63m、3.6m、2.92m、2.8mm213054.5510.2741.041.5340.036.4459.2810-4-136直形墙胶合板模板钢支撑10m21305.4559.1313.21.4720.473.2927.0910-4-314墙竹胶板模板制作[系数:0.244]10m2318.5311.1427.840.0619.563.1532.1925AB020墙模板支架超高1.:超高模板，高超过3.6m每增3mm2761.423.80.190.093.870.634.7110-4-148墙钢支撑高>3.6m每增3m10m276.1423.80.190.093.870.634.7126AB021梁模板及支架1.:模板及支架，3.6、2.8m以内m22407.6418.2247.773.0255.748.9877.9910-4-114单梁连续梁胶合板模板钢支撑10m2240.76415.5116.12.9131.985.1539.6710-4-313梁竹胶板模板制作[系数:0.244]10m258.7462.7131.670.1123.763.8338.3227AB022板模板及支架1.:模板及支架，3.6m以内m23453.817.0939.882.5250.128.0767.5610-4-160有梁板胶合板模板钢支撑10m2345.3814.5813.952.4130.624.9335.8710-4-315板竹胶板模板制作[系数:0.244]10m284.2732.5125.930.1119.53.1431.6928AB023密肋板模板及支架1.:模板及支架，高度3.6m内m28079.4717.0939.882.5250.128.0767.5610-4-160有梁板胶合板模板钢支撑10m2807.94714.5813.952.4130.624.9335.8710-4-315板竹胶板模板制作[系数:0.244]10m2197.1392.5125.930.1119.53.1431.6929AB024挑檐模板及支架1.:挑檐模板及支架m254.1829.4832.491.549.728.0171.4810-4-211挑檐.天沟木模板木支撑10m25.41829.4832.491.549.728.0171.4830AB025压顶模板及支架1.:压顶模板及支架m30.21520.91574.0818.66870.72140.181253.8310-4-213扶手.压顶木模板木支撑10m30.021520.91574.0818.66870.72140.181253.8331AB026过梁模板及支架1.:过梁模板及支架m2110.9725.1581.3467.5710.8895.3210-4-118过梁胶合板模板木支撑10m211.09722.3926.331.2343.817.055710-4-313梁竹胶板模板制作[系数:0.244]10m22.7082.7131.670.1123.763.8338.3232AB027预制砼小型构件模板及支架1.:预制砼小型构件模板及支架m37.1282.1427.8421.41552.5788.96820.3110-4-214小型池槽木模板木支撑(外形体积)10m30.71282.1427.8421.41552.5788.96820.3133AB028预制砼板模板及支架1.:预制砼板模板及支架m31.5741.6450.990.2372.6111.69104.5510-4-233现场预制地沟盖板木模板10m30.15741.6450.990.2372.6111.69104.5534AB029楼梯模板及支架1.:楼梯模板及支架m2112.7358.4790.293.71114.1718.38170.8510-4-201直形楼梯木模板木支撑10m211.27358.4790.293.71114.1718.38170.8535AB030地下室垂直运输1.:部位：地下室垂直运输m28984.7125.7425.744.1429.8810-2-2-1一层地下室泵送砼垂直运输10m2898.47125.7425.744.1429.8836AB031深度>3m砼垂直运输1.:部位：独立基础m369.761.247.869.051.4610.5610-2-1-2>3m独立(条形)基础垂直运输10m36.9761.247.869.051.4610.5637AB032深度>3m砼垂直运输1.:部位：条形基础m3564.281.247.869.051.4610.5610-2-1-2>3m独立(条形)基础垂直运输10m356.4281.247.869.051.4610.5638AB033深度>3m砼垂直运输1.:部位：钢筋砼满堂基础m31648.482.4812.5714.962.4117.4610-2-1-1>3m满堂基础泵送砼垂直运输10m3164.8482.4812.5714.962.4117.46±0.000以上部分39AB034外脚手架1.:部位：外双排脚手架，高65m以内m219235.839.325.221.5634.695.5941.6710-1-9双排外钢管脚手架70m内10m21923.5839.325.221.5634.695.5941.6740AB035砌体墙脚手架1.:部位：双排里脚手架m233301.572.970.71.424.960.85.8910-1-22双排里钢管脚手架3.6m内10m23330.1572.970.71.424.960.85.8941AB036砼墙脚手架1.:部位：双排外脚手架6M内m212624.63.143.851.017.721.249.2410-1-103双排外钢管脚手架6m内10m21262.463.143.851.017.721.249.2442AB037梁脚手架1.:部位：双排外脚手架6M内m218596.643.143.851.017.721.249.2410-1-103双排外钢管脚手架6m内10m21859.6643.143.851.017.721.249.2443AB038脚手架1.:电梯井子架65m内座43154.253053.28247.496199.92998.187453.210-1-68电梯井字架65m内座43154.253053.28247.496199.92998.187453.244AB039脚手架1.:电梯井子架46m内座22338.051645.74201.664023.97647.864833.3110-1-67电梯井字架50m内座22338.051645.74201.664023.97647.864833.3145AB040外墙密目网1.:部位：密目网垂直封闭m219235.830.94710.361.679.6110-1-51密目网垂直封闭10m21923.5830.94710.361.679.6146AB041水平安全网1.:部位：水平安全网m21978.010.112.624.910.793.5210-1-46立挂式安全网10m2197.8010.112.624.910.793.5247AB042依附斜道1.:依附斜道，高度65m以内座25552.846914.962474.8751751.28331.9463274.5710-1-43钢管依附斜道70m内座25552.846914.962474.8751751.28331.9463274.5748AB043构造柱模板及支架1.:模板及支架m23758.5927.6840.752.6858.629.4480.5510-4-100构造柱复合木模板钢支撑10m2375.85922.727.362.3131.425.0637.4510-4-312构造柱竹胶板模板制作[系数:.244]10m291.712.2933.390.1124.373.9239.7110-2-53整体建筑超高60m内人机增10.67%%12.670.262.830.463.3949AB044梁模板及支架1.:模板及支架，3m内m210174.8720.1647.773.3457.949.3380.610-4-114单梁连续梁胶合板模板钢支撑10m21017.48715.5116.12.9131.985.1539.6710-4-313梁竹胶板模板制作[系数:.244]10m2248.2672.7131.670.1123.763.8338.3210-2-53整体建筑超高60m内人机增10.67%%11.940.322.20.352.6150AB045墙模板及支架1.:模板及支架3.6m以内m239338.0811.3741.041.6941.256.6460.7410-4-136直形墙胶合板模板钢支撑10m23933.8089.1313.21.4720.473.2927.0910-4-314墙竹胶板模板制作[系数:.244]10m2959.8491.1427.840.0619.563.1532.1910-2-53整体建筑超高60m内人机增10.67%%11.10.161.220.21.4651AB046板模板及支架1.:模板及支架3.6m以内m218901.0218.9139.882.7952.148.469.9810-4-160有梁板胶合板模板钢支撑10m21890.10214.5813.952.4130.624.9335.8710-4-315板竹胶板模板制作[系数:.244]10m2461.1852.5125.930.1119.53.1431.6910-2-53整体建筑超高60m内人机增10.67%%11.820.272.020.332.4252AB047屋面斜板模板及支架1.:屋面斜板模板及支架m21128.2726.158.911.865.7610.5997.410-4-175拱形板胶合板模板木支撑10m2112.82721.0732.981.5243.667.0362.610-4-315板竹胶板模板制作[系数:.244]10m227.532.5125.930.1119.53.1431.6910-2-53整体建筑超高60m内人机增10.67%%12.520.172.60.423.1153AB048板砼上翻模板及支架1.:板砼上翻模板及支架m2745.4618.9139.882.7952.148.469.9810-4-160有梁板胶合板模板钢支撑10m274.54614.5813.952.4130.624.9335.8710-4-315板竹胶板模板制作[系数:.244]10m218.1892.5125.930.1119.53.1431.6910-2-53整体建筑超高60m内人机增10.67%%11.820.272.020.332.4254AB049圈梁模板及支架1.:圈梁模板及支架m2299.3817.6742.930.9352.58.4669.9910-4-127圈梁胶合板模板木支撑10m229.93813.2611.260.7327.014.3529.610-4-313梁竹胶板模板制作[系数:.244]10m27.3052.7131.670.1123.763.8338.3210-2-53整体建筑超高60m内人机增10.67%%11.70.091.730.282.0755AB050过梁模板及支架1.:过梁模板及支架m21741.8727.78581.4870.2911.3298.5810-4-118过梁胶合板模板木支撑10m2174.18722.3926.331.2343.817.055710-4-313梁竹胶板模板制作[系数:.244]10m242.5022.7131.670.1123.763.8338.3210-2-53整体建筑超高60m内人机增10.67%%12.680.142.720.443.2656AB051栏板模板及支架1.:栏板m2279.9218.4572.611.3160.619.76102.1310-4-206栏板木模板木支撑10m227.99216.6772.611.1858.779.4699.9210-2-53整体建筑超高60m内人机增10.67%%11.780.131.840.32.2157AB052雨棚模板及支架1.:雨棚m24.545.2982.564.1597.1115.64147.6410-4-203直形悬挑板阳台雨篷木模板木支撑10m20.4540.9282.563.7592.514.9142.1310-2-53整体建筑超高60m内人机增10.67%%14.370.44.610.745.5158AB053楼梯模板及支架1.:楼梯模板及支架m2554.2764.7190.294.11120.5819.41178.5210-4-201直形楼梯木模板木支撑10m255.42758.4790.293.71114.1718.38170.8510-2-53整体建筑超高60m内人机增10.67%%16.240.46.411.037.6759AB054压顶模板及支架1.:压顶模板及支架m345.01576.49574.0820.65926.27149.121320.3410-4-213扶手.压顶木模板木支撑10m34.501520.91574.0818.66870.72140.181253.8310-2-53整体建筑超高60m内人机增10.67%%155.581.9955.558.9466.5160AB055挑檐模板及支架1.:挑檐模板及支架m21442.3332.6332.491.6652.918.5375.3110-4-211挑檐.天沟木模板木支撑10m2144.23329.4832.491.549.728.0171.4810-2-53整体建筑超高60m内人机增10.67%%13.150.163.190.523.8361AB056预制砼小型构件模板及支架1.:预制砼小型构件模板及支架m345.1327.758.441.9464.3710.3698.4410-4-212小型构件木模板木支撑10m24.51325.0358.441.7561.619.9295.1410-2-53整体建筑超高60m内人机增10.67%%12.670.192.760.443.362AB057垂直运输1.:垂直运输，高度65m以内m221373.732.0452.4254.388.7563.2110-2-18-165m内泵送砼垂直运输10m22137.3732.0452.4254.388.7563.21小计1792079.34241604.681411648.071039433.118485427.6合计2483451.886198709.011816377.661470870.8211970436.57