劳动量定额.doc

建筑安装工程劳动量定额和主要施工机械台班产量四川大学建筑与环境学院工程管理教研室2005年5月第一章 建筑安装工程主要分项工程劳动量定额第2册 人力土方工程2-1 人工挖土（工日/m3） 土类别挖土方挖地槽挖地坑一二三四0.08330.130.2170.3330.1060.1330.1540.190.270.3330.40.50.1280.1480.180.1910.3180.370.4760.5562-2 人工运土运距（m）2030405060708090100工日/m30.1530.1670.1840.1990.2610.230.2460.2650.282注：超过100m，每20m增加0.034工日2-3 双（单）轮车运土方运距(m)306090120150200250300400500工日/m30.1180.1370.1560.1750.1890.2080.2380.270.3130.357注：超过500m，在1000m以内，每100m增加0.044工日。2-4 机动翻斗车运土方运距(m)1002004006009001200160020002000-4000每500增加工日/m30.05490.06250.07250.0820.06350.110.1250.1450.0252-5 打夯、回填土回填方法灰土夯填 打夯原土打夯（两遍）就地回填土工日/m30.8331.1000.1820.2000.1990.2450.1180.1430.0714第3册 架子工程3-1 外架子地面至步的劳动定额（工日/10m）（金属）步24681012141617单排0.8151.382.463.324.755.837.478.569.65双排1.141.933.544.796.958.4210.912.514.13-2 卷扬机架（金属）高度(m)111519232731353943立杆(根)484841241244444工日/座1.88 5.8917.8 18.921.8 18.924.5 25.128.733.351.957.964.43-3 金属门架及桅杆起重架安装（工日/座）高度（m）122030金属门架91422桅杆起重架7.712183-4 烟囱（水塔）金属架子烟囱直径(m)5m 8m实绑高度(m)101520101520工日/座13.218.329.516.422.537.13-5 安全网翻塔次数底层123456工日/10m0.2330.410.5760.740.9391.141.34第4册 砖石工程4-1 砖基础厚度（砖）11.52工日/m30.8020.7750.7514-2 砖墙（工日/m3）双面清水单面清水墙厚（砖）1 1.520.50.7511.52塔吊0.9940.9420.8781.191.150.9610.8970.843机吊1.111.060.9961.311.271.081.020.961混水内墙混水外墙墙厚(砖)0.50.7511.50.50.7511.52塔吊1.091.050.8080.8781.131.090.8380.7990.776机吊1.21.170.9260.9051.251.210.9560.9170.8944-3 砖柱（方柱）（工日/m3）清水混水柱断面(砖)1.51.522.522.51.51.522.522.5塔吊1.551.221.081.451.111.01机吊1.671.341.21.571.241.31注：圆、半圆、多角形柱：塔吊1.84；机吊1.61；4-4 毛（乱）石基础、墙及护坡独立基础墙基挡土墙顶长宽（cm）顶宽（cm）上下厚度平均在（cm）6060406060601001501500.9820.9440.8970.8130.9791.040.9960.9520.917石墙护坡单面清水双面清水墙厚（cm）4060 6040 6060浆砌干砌工日/m31.411.261.201.311.21.121.090.694-5 勾缝（工日/10m2）砖墙砖柱空斗墙石墙原浆加浆加浆加浆平缝凸缝凹缝0.250.5410.6670.400.4170.80.7414-6 铺砌地面散水（工日/10m2）预制混凝土块缸砖砖地面砂垫浆垫砂垫浆垫砂垫平铺砂垫侧铺浆垫平铺浆垫侧铺0.5690.7090.8330.9980.4160.7850.61.01砖散水砂垫浆垫平铺侧铺平铺侧铺0.5260.9730.741.324-7 屋面挂瓦、铺泡沫砼块、预制砼块（工日/100m2）挂瓦泡沫砼块保温层预制砼板隔垫层（50503cm）无屋面板有屋面板3.152.673.279.074-8 砼预制品安装（工日/10根或块）砼沟盖板窗台板楼梯踏步女儿墙压顶板门窗过梁每块体积（m3）每根体积（m3）0.040.070.120.040.070.3770.6831.020.8381.140.6360.8031.314-10 其它（工日/m3）零星砌体地道壁、沟砖砌明沟（工日/10m）毛石墙镶砌砖砌锅灶（工日/个）(锅口直径m)壁厚（砖）壁厚（砖）房上室内室外0.511.50.510.711.42.02.01.251.030.8250.771.11.670.66612第5册 抹灰工程5-1 白灰及草泥白灰砂浆（一）白灰砂浆墙面（工日/10m2）砖、砼墙板条墙等钢丝网墙两遍砂子灰墙面拉毛石墙嵌条不嵌条0.8820.7840.9240.7850.7350.9571.17白灰砂浆天棚及梁柱（工日/10m2）天棚梁柱捣制砼预制砼苇箔板条泡花板砼拱砖拱密肋梁井字梁钢丝网出沿不出沿方形圆形檐口天棚0.850.9480.8111.011.290.9371.691.371.261.661.255-3 水泥砂浆（工日/10m2）地面压光不压线压光压线随打随抹（加浆）菱苦土踢脚线(工日/10m)压光压线压光不压线0.5240.6540.4250.3390.9560.357墙面内墙、内墙裙外墙、外墙裙压光不压线砖墙、砼墙面石墙面砖、砼墙石墙不嵌线嵌线麻面嵌线不嵌线嵌线11.261.041.191.131.381.53窗台、楼梯、阳台、雨缝窗台(工日/10m)楼梯楼梯栏板扶手(工日/10m)阳台雨缝无栏板有栏板有栏板压顶1.044.851.252.295.968.9610.35天棚、柱、梁天棚柱梁砼钢丝网方形圆形捣制预制工日/10m211.141.111.412.121.69防水防水层五层防水层屋面找平层明沟(工日/10m)散水坡平面立面平面立面压光随打随抹0.570.9511.241.660.4270.6950.6380.3245-4 水磨石、水刷石、剁假石（工日/10m2）水磨石地面踢脚线(10m)墙裙柱楼梯不嵌条嵌条嵌条分色方形圆形出沿不出沿机磨2.933.483.8手磨4.745.295.611.846.717.037.8614.914.1楼梯栏板（展开面积）：7.52工日/10m2 ; 门台阶：10.5工日/10m2水刷石墙面及墙裙方柱圆柱窗台（每10m）分格不分格分格不分格2.442.053.482.783.912.09剁假石墙面及墙裙柱分格不分格方柱圆柱6.535.887.377.925-5 贴磁砖、预制水磨石板、大理石板（工日/10m2）贴缸砖地面马赛克贴磁砖水泥砂浆水泥砂浆沥青玛蹄脂勾缝不勾缝平面立面平面立面平面立面1.791.543.1352.543.136.25贴饰面砖（157.5）贴预制水磨石板勾缝不勾缝地面楼梯踏步踢脚板墙面墙裙方柱窗台板3.772.911.432.882.283.112.61贴大理石板地面楼梯踏步、踢脚线墙面、墙裙方柱窗台板1.633.173.4542.94第6册 手工木作工程6-1 木门框制作三块料四块料五块料周长（m）6881081012工日/ 10樘2.783.093.854.2655.566.17六块料七、八块料九、十、十一块料周长（m）101214101316101316工日/ 10樘7.1489.529.5212.517.215.420.427.86-2 木窗框制作四块料五块料六块料周长（m）46681081012工日/ 10樘2.833.574.765.687.047.148.210.5七块料八、九块料周长（m）810121410121416工日/ 10樘8.069.0911.414.711.814.318.223.36-3 木门、窗框安装（工日/ 10樘）周长（m）681012141618工日/ 10樘0.7690.9091.251.5422.52.866-4 木门扇制作半截玻璃门装板门一块板二块板三块板二、三块板四、五块板周长（m）1.521.521.521.521.52工日/ 10扇7.147.697.698.338.339.098.479.178.939.62普通全玻门平板门胶合板、纤维板门全板带一块玻璃带百页周长（m）1.521.521.521.521.52工日/ 10扇6.677.149.43107.147.697.698.339.019.71厂库房大门（以企口、错口板为准）一块板二块板便门面积（m2）357357一面板二面板工日/ 扇2.232.873.722.773.574.610.7871.186-5 木窗扇制作一块玻璃二块玻璃三块玻璃面积（m2）0.40.60.40.610.60.81.2工日/10扇1.251.31.531.671.881.791.882.09四块玻璃五、六块玻璃七、八、九块玻璃小气窗扇面积（m2）0.811.20.81.21.511.52工日/10扇2.112.182.332.42.652.943.664.034.520.8336-6 木门扇安装（工日/10扇）玻璃装板，百页门胶合，纤维板门厕所浴室小门(平板百页)纱门钉纱纱门安装面积在（m2以内）二块纱以内四块纱以内1.521.521.181.251.111.181.180.8331.251厂库房木大门安装（工日/扇）一面板面积在（m2以内）二面板面积在（m2以内）便门357357一面板二面板0.6790.9091.330.83311.450.120.13厂库房钢木大门安装（工日/扇）一面板（面积在m2以内）二面板（面积在m2以内）便门357357一面板二面板1.121.331.851.251.4820.120.136-7 木窗扇安装（工日/10扇）普通活窗扇（面积在m2以内）普通固定窗扇（面积在m2以内）0.60.811.21.520.60.811.21.50.7690.8330.8850.9521.051.180.310.330.350.380.426-8 钢门窗安装（工日/10樘）门面积（m2）窗面积（m2）钉防寒毡（100m）5710246油毡毛毡8.3310122.173.234.170.66716-9 屋架制作安装（每榀）跨度4681012141618方木人字屋架0.6210.9321.191.552.082.713.524.59圆木人字屋架1.11.441.822.333.0745.186.79方木气楼屋架1.071.51.822.433.134.025.186.6圆木气楼屋架1.952.493.273.384.846.147.8210.1方木半屋架0.7561.091.612.413.414.495.93圆木半屋架1.131.642.433.715.687.459.78跨度（m）1214161820222426方木钢木屋架2.122.743.544.66.158.5412.317.9圆木钢木屋架3.023.864.986.468.661217.325.26-11 木楼地面（工日/10m2）普通木楼地楞（制安）普通企口板面层踢脚板（10m）方木楞圆木楞制作安装制作安装有剪力撑无剪力撑有剪力撑无剪力撑0.50.40.7690.714110.20.1826-13 天棚制作安装（工日/10m2）板条天棚钢丝网天棚胶合板纤维板吸音板塑料板苇箔薄板薄板制作错口板蒲板制作平口板0.8311.11.011.281.260.6190.9070.7140.4176-15 木楼梯、栏杆及扶手（制安）大楼梯（工日/m2）(宽在2m以内)楼梯及走廊扶手(工日/10m)走廊及阳台栏杆(工日/10m) 云花形圆形眼珠线形方形1.3321.51.21.075楼梯栏杆（制、安）（工日/m）工字形直栅二面钉板条二面板子二面胶合板0.5020.4270.4350.5210.435第8册 模板工程8-1 基础（工日/10m2）基础垫层(10m)墙基带形基础满堂红基础独立基础独立墙基箱式无梁式体积（m3）2550.3130.251.641.861.661.6工日/10m22.71.981.79杯形基础（连内模）设备基础一般的复杂的体积（m3）55255255工日/10m22.532.23.362.862.424.653.953.428-2 柱（工日/10m2）矩形柱（周长m）圆形柱(直径m)多角形柱柱墩柱帽1.21.8 1.80.5 0.5方形圆形方形圆形2.922.52.215.364.424.63.464.44.47.48-3 梁（工日/10m2）连续梁、井字梁、框架梁、串梁吊车梁地梁、反梁圆弧形圈梁悬壁梁斜梁梁高（m）地梁(带地板)地梁反梁(无地板)0.40.40.80.82.952.563.413.092.081.784.794.63.09模形梁十字、厂、L形梁门窗过梁圈梁及压顶单梁梁高（m）0.120.120.60.65.313.493.46（工日/10m2）2.432.162.462.38-4 墙（制安拆）（工日/10m2）地下室墙及挡土墙直形墙圆形墙厚（cm）电梯井壁墙及立式通风道墙上留洞（10个）1515方形圆形1.651.543.192.782.090.8061.18-5 板（制安拆 ）（工日/10m2）有梁板（厚cm）无梁板及平板蒲壳1010筒形双曲形1.71.971.494.045.898-6 其他（工日/10m）楼梯（10m2）楼梯栏杆楼梯扶手台阶明沟阳台（10m2）雨缝（10m2）挑檐天沟（10m2）板式梁式板式柱式6.968.62.887.581.530.4940.5655.294.883.39第9册 钢筋工程9-1 基础（工日/吨）爆扩、灌注桩基础桩承台主筋直径(mm)12 1612 12机制手绑6.95.665.684.68部分机制手绑7.786.446.115.33墙基带形基础杯形基础主筋直径(mm)1216161216161212机制手绑4.543.683.245.674.684.075.284.43部分机制手绑5.414.353.826.615.314.726.224.99独立基础满堂红基础主筋直径(mm)12161612162020机制手绑4.723.883.425.054.073.73.27部分机制手绑5.64.534.025.984.724.33.82一般设备基础复杂设备基础主筋直径(mm)1216202012162020机制手绑5.134.323.873.366.625.454.814.18部分机制手绑6.065.074.433.947.596.285.434.919-2 地面钢筋（工日/吨）主筋直径(mm)57912 机制手绑11.58.455.424.49部分机制手绑13.29.486.435.169-3 柱钢筋（工日/吨）矩形柱圆形、多角形柱主筋直径(mm)121620252512162020机制手绑7.155.664.764.23.588.966.915.955.32部分机制手绑8.086.445.474.824.34.997.776.736.049-4 梁钢筋（工日/吨）连续梁、井字梁、框架梁、串梁吊车梁主筋直径(mm)1216202516202525机制手绑7.15.634.553.886.725.74.924.17部分机制手绑8.216.385.194.497.546.525.815.17斜梁模形梁主筋直径(mm)1216202512162025机制手绑7.443.954.734.139.237.276.175.35部分机制手绑8.556.75.424.7410.38.096.996.24T、十、I、L形梁方、圆、圈梁、过梁主筋直径(mm)12162020101212机制手绑9.237.236.045.2510.38.786.85部分机制手绑10.38.056.866.1411.29.687.6单梁叠合梁主筋直径(mm)1620251620机制手绑5.734.513.938.066.5部分机制手绑6.485.24.548.817.179-5 墙（工日/吨）地下室墙、挡土墙、直形墙圆形墙立式通风道、电梯间主筋直径(mm)9101216910121691012机制手绑8.957.155.744.3710.48.276.524.911.18.656.93部分机制手绑9.857.86.565.0511.38.927.345.5812.39.427.759-6 板（工日/吨）楼板、平板、单向屋面板楼板、平板、双面屋面板主筋直径(mm)579101291012机制手绑17.310.67.015.434.328.225.974.38部分机制手绑1911.67.966.475.099.177.015.259-7 其它（工日/吨）楼梯阳台、遮阳板、挑檐、天沟栏板扶手主筋直径(mm)7910127912机制手绑16.811.79.227.1421.414.811.525部分机制手绑17.912.710.37.6122.515.912.426第10册 砼及钢筋砼工程（捣制构件部分）10-1 基础（工日/m3）杯形基础独立设备基础体积（m3）55251010机械搅拌人捣单、双轮车0.8330.7520.9250.7580.7190.685双轮、小翻斗车0.6990.6210.7630.6290.5880.556机捣单、双轮车0.7460.690.8330.6940.6670.645双轮小翻斗 混合0.6130.5560.6710.5620.5350.515机械捣固0.420.3360.4670.370.3450.321带形基础桩 承 台墙 基满堂红基础毛石砼基础箱式无梁式墙基独立基础（m3）55机械搅拌人捣单、双轮车0.7811.040.730.690.7140.637双轮、小翻斗车0.6450.9010.5990.5560.5810.5机捣单、双轮车0.7090.8770.6580.6450.6620.614双轮小翻斗 混合0.5780.7460.5410.5130.5290.481机械捣固0.3850.5530.350.3210.3360.28910-2 地面及垫层（表头同10-1）（工日/m3）地面砼散水垫层砼毛石砼碎砖砼砼轻质砼厚度在（mm）独立基础墙基地沟厚度（mm）10103030/10100.7750.6940.7810.7041.120.8770.9010.990.6250.5150.6410.5620.6490.5750.990.7140.7690.8550.5810.4690.7040.6490.7090.6580.9350.80.7870.8470.5490.4760.5710.5180.5780.5260.8050.6370.6540.7140.5050.4310.380.3250.3850.335/0.3920.4670.524垫层乱插石碎石或卵石碎砖三合土煤渣黄砂灌浆干铺灌浆干铺单、双轮车0.730.4410.5810.3570.9520.20.24机动小翻斗0.5620.3330.4460.2630.6670.1670.210-3 桩（工日/m3）矩形柱圆形、多角形墙心柱叠合柱周长或直径（m）1.61.6 0.50.5机械搅拌人捣单、双轮车1.851.591.891.662.33双轮、小翻斗车1.781.531.821.592.26机捣单、双轮车1.641.471.671.521.96双轮小翻斗 混合1.571.41.601.441.89机械捣固1.221.051.241.091.5410-4 梁（工日/m3）(表头同10-1）连续梁、井字梁框架梁、串梁叠合梁吊车梁地梁反梁方圆形圈梁及村顶斜梁、单梁十、L、I形梁悬臂梁过梁梁高在（m）梁高在（m）0.30.30.60.61.511.21.561.20.8332.021.381.221.452.391.250.9341.320.9340.7041.611.120.951.192.331.251.041.31.040.7461.821.161.051.3120.9820.7741.030.7740.6131.430.8950.7831.041.930.8260.6620.8770.6210.4171.250.7410.6250.8851.5810-5 墙（工日/m3）地下室挡土墙毛石砼墙直圆形墙轻质砼厚度（cm）303050501515机械搅拌人捣单、双轮车1.531.181.151.091.751.580.971双轮、小翻斗车1.391.041.020.9521.351.18机捣单、双轮车1.20.9710.9520.911.521.410.8双轮小翻斗 混合1.070.840.820.7751.121.01机械捣固0.8770.6450.6290.5481.10.9810-6 板（工日/m3）有梁板无梁板平板预制楼板加捣砼层5cm薄壳(筒形、双曲形)厚度（cm）1010188机械搅拌人捣单、双轮车0.870.820.800.9710.8891.301.75双轮、小翻斗车0.8060.7520.740.9010.821.241.68机捣单、双轮车0.820.7870.7410.8850.8331.111.41双轮小翻斗 混合0.7580.7190.680.820.2631.041.34机械捣固0.40.6320.4120.4610.4050.6850.97110-7 其它（工日/m3）楼梯阳台楼梯栏板阳 台雨篷挑檐天沟门框洗槽污水池机械搅拌人捣单、双轮车2.142.422.322.282.482.282.36双轮、小翻斗车2.072.352.252.212.402.06机捣单、双轮车1.671.881.791.761.891.691.82双轮小翻斗 混合1.61.851.721.691.821.47机械捣固1.251.431.381.341.47第11册 防水工程11-1 油毡、油纸防水层（工日/10m2）一毡一油一毡二油二毡二油二毡三油三毡三油三毡四油墙基0.2040.2640.3570.4170.50.562地面0.2440.2940.4170.4670.5810.633墙面地面以上0.3840.4630.6170.7090.8620.893地面以下深（m）12.00.4440.5240.7090.80.991.0914.50.5430.6450.8770.9261.191.294.50.7140.8471.131.331.591.79一毡一油一毡二油一毡二油一砂二毡二油二毡三油二毡三油一砂三毡三油屋面平屋面0.1740.2140.3040.2970.3370.4270.42锯齿形、弧形0.2440.2840.4130.3970.4570.5880.581折板0.2950.3730.5430.5210.6020.7690.741天沟0.2740.3340.3940.4980.5560.6170.719地沟0.3450.4240.6290.7090.393回水坑方形0.5520.6940.4171.031.19圆形0.8261.061.431.631.7811-2 沥青混凝土、沥青砂浆沥青砼地面沥青砂浆地面平屋面锯齿形、弧形屋面折板屋面厚度(cm)5531.51.51.51.51.51.5工日/10m21.21.490.9090.7410.92611.241.431.6711-4 伸缩缝地面、屋面墙面伸缩缝塞麻丝沥青沥青砂浆防裂膏嵌刨花板嵌沥青板嵌木屑缝深（cm）10101010平面立面工日/10m0.06670.10.50.5880.50.3130.50.6671.0第12册 油漆玻璃工程12-1 木门窗油漆（工日/10m2）木门窗厂房木通天窗铅油或调和漆清漆或光油铅油或调和漆清漆或光油二遍单层1.211.51双层1.932.43三遍单层1.391.321.741.64双层2.222.082.782.62四遍单层1.611.522.011.9双层2.582.443.213.0512-3 木楼板地板漆或调和漆三遍清漆或光油三遍清漆或光油四遍工日/10m20.4190.390.4912-4 天棚及木装修（铅油或调和漆二遍）天棚吸音板墙面间壁、隔断、木栏杆封檐板、拨风板(10m)工日/10m20.5260.910.4761.000.15612-5 抹灰面(铅油、调和漆或无光香水油) 墙面（三遍）墙面（四遍）天棚（三遍）天棚（四遍）工日/10m20.4350.5560.5260.66712-9 裁、安玻璃（工日/10m2综合）木门窗（木天棚）钢门窗（钢天棚）玻璃厚度（mm）3 636玻璃每块面积(m2)打底腻子不打底腻子0.1以内10.8680.3以内0.5570.50.811.590.5以内0.40.3640.6670.66710.8以内0.3640.3330.8340.511.2以内0.3640.3330.8330.50.9992以内0.8330.999第13册 金属制品制作及安装13-1 白铁排水（工日/10m）檐沟天沟底宽在（cm）斜沟水落管90180圆形方形综合0.4330.791.460.45制作0.1890.3570.6250.20.1950.207安装0.2440.4330.8330.250.370.433漏斗制作(个)阳台落水口制作弯头制作(个)石棉管、沟安装(10m)四块料圆形方形圆形方形檐沟水落管0.1670.130.250.03330.04170.050.5260.62513-5 楼梯、平台、栏杆制作及安装（工日/节）钢楼梯长度（m）246810制作（工日/节）1.693.334.556.678.33安装0.6670.7690.9091.111.43楼梯平台（工日/座）栏杆（工日/m）面积2 m2面积2 m2楼梯阳台槽钢工字钢槽钢工字钢扁圆钢扁角钢钢管扁圆钢扁角钢钢管制作1.641.8222.20.08330.110.1490.07580.10.135安装111.111.111.110.050.050.06250.00250.062513-6 钢门制作钢门面积（m2）35710施工方法铆接焊接铆接焊接铆接焊接铆接焊接工日/10扇4.13.728.16.99.37.313.810.2第二章 主要施工机械台班产量1、土方机械台班产量参考指标序号机械名称型号主要性能理论生产率常用台班产量单位数量单位数量1单斗挖掘机斗容量m3反铲时最大挖深(m)蟹斗式0.2m380-120履带式W-3010.32.6（基坑），4（沟）m3/时72150-250轮胎式W3-300.34m3/时63200-300履带式W1-500.55.56m3/时120250-350履带式W1-600.65.2m3/时120300-400履带式W2-10015.0m3/时240400-600履带式W1-10015.5m3/时180350-5502多斗挖掘机东方红200挖沟上宽1.2m，下宽0.8m，深2mm3/时3763拖式铲运机斗容量铲土宽 铲土深 铺土厚（m） （cm） （cm）运距200-300m时2.502.251.86 15 20m380-120C4-2.52.51.9 15 20m3/时22-28100-150C5-66 2.6 15 38m3/时(运距100m)250-3506-