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一二三四0.08330.130.2170.3330.106～0.1330.154～0.190.27～0.3330.4～0.50.128～0.1480.18～0.1910.318～0.370.476～0.5562-2 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/m30.833～1.1000.182～0.2000.199～0.2450.118～0.1430.0714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）11.5>2工日/m30.8020.7750.7514-2 砖墙（工日/m3）双面清水单面清水墙厚（砖）1 1.5>20.50.7511.5>2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)0.50.751>1.50.50.7511.5>2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)1.51.5≤22.5>22.51.51.5≤22.5>22.5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）≤60>60≤40≤60>60≤60≤100≤150>1500.9820.9440.8970.8130.9791.040.9960.9520.917石墙护坡单面清水双面清水墙厚（cm）≤40≤60 >60≤40 ≤60>60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0.51～1.50.510.711.42.02.01.251.030.8250.771.11.670.66612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7.1489.529.52。