施工劳动定额

人工费工日一、土石方工程1T1-41人工挖土m31.00014.640.6103.66挖土、抛土或装筐、修整底边2TT1-3-12配合机械挖土1000m31.00014.880.62055.00包括人工修边坡、整平3T1-1013地面回填土松填m31.0002.400.1000.60包括5m内取土、碎土、找平4T1-1024地面回填土夯填m31.0006.240.2601.56包括5m内取土、碎土、找平、泼水、夯实（两遍为准）5T1-1035基(槽)坑回填土松填m31.0003.840.1600.96包括5m内取土、碎土、找平6T1-1046基(槽)坑回填土夯填m31.0006.720.2801.68包括5m内取土、碎土、找平、泼水、夯实（两遍为准）二、打桩及基础垫层1T2-1011人工凿灌注砼桩头m31.00067.922.83016.98准备工具、划线、凿桩头砼、露出钢筋、清除碎碴、运出坑1m外2T2-1022人工凿预制方(管)桩头10根1.00087.363.64021.84同上3T2-1083碎石干铺垫层m31.00014.400.6003.60铺设垫层、找平、夯实4T2-1114碎砖干铺垫层m31.00013.680.5703.42同上5T2-1175碎石和砂垫层电动夯实机m31.00016.800.7004.20同上6T2-1206砼无筋垫层m31.00035.621.3708.22砼搅拌、购入商品砼、泵送、非泵送、铺设、捣固三、砌筑工程1、清理地槽、递砖、调制砂浆、砌砖。2、砌砖过梁、砌平拱、模板制作、安装、拆除3、安放预制过梁板、垫块、木砖。1T3-11标准砖直形砖基础m31.00029.641.1406.842T3-22标准砖圆、弧形砖基础m31.00034.841.3408.043T3-63加气砼砌块（600×240×150）m31.00023.400.9005.404T3-74硅酸盐空心砌块（390×190×190）m31.00028.861.1106.665T3-275标准砖1/2砖外墙m31.00041.341.5909.546T3-296混合砂浆标准砖1砖外墙m31.00035.881.3808.287T3-307混合砂浆标准砖1砖弧形外墙m31.00041.081.5809.488T3-318标准砖1/2砖内墙m31.00039.781.5309.189T3-339标准砖1砖内墙m31.00032.761.2607.5610T3-3410标准砖1砖弧形内墙m31.00037.701.4508.7011T3-4211墙基防潮层防水砂浆10m21.00017.680.6804.08搅拌、运输、浇捣、抹面、养护12T3-4312墙基防潮层防水砼6cm厚10m21.00023.140.8905.34搅拌、运输、浇捣、抹面、养护13TT3-B-113八五多孔砖1砖墙m31.00035.881.3807.5014TT3-B-214八五多孔砖/2砖墙m31.00042.641.6408.9015TT3-B-315八五多孔砖1砖弧形墙m31.0008.6516TT3-B-416八五多孔砖1/2砖弧形墙m31.00048.621.87010.1917TT3-B617八五砖砖基础m31.00034.061.3107.8618TT3-B718八五砖圆弧形砖基础m31.00037.701.4508.7019TT3-B819八五砖1砖外墙m31.00039.781.5309.1820TT3-B920八五砖11/2砖外墙m31.00037.961.4608.7621TT3-B1021八五砖1砖弧形外墙m31.00045.761.76010.5622TT3-B1122八五砖11/2砖弧形外墙m31.00043.421.67010.0223TT3-B1423八五砖1/2砖外墙m31.00045.761.76010.5624TT3-B1624八五砖1/2砖弧形外墙m31.00052.782.03012.1825TT3-B1825八五砖1/2砖内墙m31.00044.201.70010.2026TT3-B2026八五砖1砖内墙m31.00036.401.4008.4027TT3-B7527八五砖围墙m31.00040.561.5609.3628TT3-B7828八五砖砌砖台阶（水平投影面积）10m21.000135.465.21028.2029TT3-B7929八五砖地沟m31.00033.281.2807.6830TT3-B8030小型砌体m31.00061.362.36014.16四、钢筋工程包括钢筋除锈、制作、绑扎、安装，将钢筋弯曲、焊接、固定，并做好落手清工作。1T4-11钢筋制作、绑扎t1.000330.4612.71057.75其中：制作25.98工时、绑扎31.77工时2T4-22钢筋电渣压力焊接头10个头1.000166.146.3902.733T4-53阳台出水口制作10只1.000251.689.6802.774T4-254预埋铁件制作60*60100只1.000550.9421.1909.875T4-265预埋铁件制作100*100100只1.000550.9421.19015.026T4-276晒衣架制作100只1.0001550.6423.28024.367T4-287角铁井字架搭设座1.00029.641.140144.90其中：搭设87.15工时、拆除57.75工时（按六层楼计算）五、混凝土工程A、自拌砼包括混凝土搅拌、水平运输、浇捣、养护，并做好落手清工作。1T5-21现浇混凝土条形基础无梁式m31.00019.500.7504.50工作内容工时单价工程量序号定额号项目名称计量单位序号12T5-32现浇混凝条形土基础有梁式m31.00019.500.7504.503T5-53现浇满堂(板式)基础无梁式m31.00018.200.7004.204T5-64现浇满堂(板式)基础有梁式m31.00021.320.8204.925T5-75现浇桩承台独立柱基m31.00019.500.7504.506T5-116现浇混凝土设备基础块体20m3内m31.00019.760.7604.567T5-137现浇矩形柱m31.00049.921.92011.528T5-148现浇圆形多边形柱m31.00053.562.06012.369T5-159现浇LT+型柱m31.00058.502.25013.5010T5-1610现浇构造柱m31.00084.503.25019.5011T5-1711现浇基础梁地坑支撑梁m31.00019.760.7604.5612T5-1812现浇单梁框架梁连续梁m31.00036.401.4008.4013T5-1913现浇异形梁挑梁m31.00038.481.4808.8814T5-2014现浇圈梁m31.00049.921.92011.5215T5-2115现浇过梁m31.00065.782.53015.1816T5-2216现浇拱形梁m31.00049.921.92011.5217T5-2417现浇砼挡土墙和地下室墙m31.00031.461.2107.2618T5-2518现浇地面以上直(圆)形墙200mm内m31.00044.721.72010.3219T5-2619现浇地面以上直(圆)形墙200mm外m31.00040.821.5709.4220T5-2720现浇后浇墙带m31.00055.642.14012.8421T5-2821现浇依附于梁墙上的砼线条10m1.00015.340.5903.5422T5-2922现浇电梯井壁m31.00075.662.91017.4623T5-3223现浇有梁板m31.00029.121.1206.7224TT5-32-124阶梯教室、体育看台锯齿形底板m31.00031.981.2307.3825T5-3325现浇无梁板m31.00027.041.0406.2426T5-3426现浇平板m31.00032.501.2507.5027T5-3527现浇拱板m31.00045.761.76010.5628T5-3628现浇后浇板带m31.00037.701.4508.7029T5-3729现浇楼梯直形10m21.000101.403.90023.4030T5-3830现浇楼梯圆弧形10m21.000116.484.48026.8831T5-3931现浇雨篷板式10m21.00048.101.85011.1032T5-4032现浇雨篷复式10m21.00058.502.25013.5033T5-4133现浇阳台10m21.00080.863.11018.6634T5-4234现浇楼梯雨篷阳台砼含量每增减1m3m31.00051.481.98011.8835T5-4335现浇地沟m31.00034.061.3107.8636T5-4436现浇栏板m31.00065.782.53015.1837T5-4537现浇现浇扶手下嵌轴线柱10m1.00039.781.5309.1838T5-4838现浇天檐沟竖向挑板m31.00060.842.34014.0439T5-4939现浇压顶m31.00055.642.14012.8440T5-5040现浇小型构件m31.00063.442.44014.6441T5-5141现浇台阶10m21.00064.482.48014.8842T5-5942现场预制过梁m31.00027.561.0606.3643T5-7743现场预制小型构件m31.00081.643.14018.8444T5-77-144砼井圈制作m31.00081.643.14018.8445T5-9545预制沟盖板m31.00036.661.4108.4646T5-13446钢筋砼池底平底m31.00039.521.5209.1247T5-13547钢筋砼池底锥形底m31.00039.521.5209.1248T5-13648钢筋砼池壁圆形壁壁厚15cm内m31.00046.281.78010.6849T5-13749钢筋砼池壁圆形壁壁厚25cm内m31.00046.281.78010.6850T5-13850钢筋砼池壁圆形壁壁厚30cm内m31.00046.281.78010.6851T5-13951钢筋砼池壁矩形壁壁厚15cm内m31.00046.281.78010.6852T5-14052钢筋砼池壁矩形壁壁厚25cm内m31.00046.281.78010.6853T5-14153钢筋砼池壁矩形壁壁厚30cm内m31.00046.281.78010.6854T5-14254钢筋砼池无梁盖m31.00039.521.5209.1255T5-14355钢筋砼池肋形盖m31.00039.521.5209.1256T5-14556无梁盖池柱m31.00039.261.5109.0657T5-14757壁基梁m31.00039.521.5209.1258T5-16258砼钢筋砼地沟底m31.00022.360.8605.1659T5-16359砼钢筋砼地沟壁m31.00041.341.5909.5460T5-16460砼钢筋砼地沟顶m31.00024.700.9505.70B、自拌泵送砼包括混凝土搅拌、泵送、浇捣、养护，并做好落手清工作。1T5-1711现浇混凝土条形基础无梁式m31.0007.800.3003.542T5-1722现浇混凝条形土基础有梁式m31.0007.800.3003.543T5-1743现浇满堂(板式)基础无梁式m31.0006.240.2403.304T5-1754现浇满堂(板式)基础有梁式m31.0007.280.2803.845T5-1765现浇桩承台独立柱基m31.0007.800.3003.546T5-1796现浇混凝土设备基础块体20m3内m31.0007.800.3003.607T5-1817现浇