四川省建筑工程劳动量定额时间定额和主要施工机械台班产量定额.docx

1、四川省建筑工程劳动量定额时间定额和主要施工机械台班产量定额第一章 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

2、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/m30.8331.1000.1820.2000.1990.245

3、0.1180.1430.0714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9142

4、2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.

5、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

6、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

7、.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

8、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0.8820.7840.9240.7850.7350.9571.175-2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

9、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

10、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

11、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）10121410131610131

12、6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

13、.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1.251.31.53

14、1.671.881.791.882.09四块玻璃五、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0.6790.9091.330.83311.45

15、0.120.13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（

16、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3.0

17、23.864.986.468.661217.325.26-11 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

18、形方形1.3321.51.21.0756-16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.

19、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6.9