企业内部施工劳动定额

人工费工日一、土石方工程1人工挖土m31.00014.640.6103.662配合机械挖土1000m31.00014.880.62055.003地面回填土松填m31.0002.400.1000.604地面回填土夯填m31.0006.240.2601.565基(槽)坑回填土松填m31.0003.840.1600.966基(槽)坑回填土夯填m31.0006.720.2801.68二、打桩及基础垫层1人工凿灌注砼桩头m31.00067.922.83016.982人工凿预制方(管)桩头10根1.00087.363.64021.843碎石干铺垫层m31.00014.400.6003.604碎砖干铺垫层m31.00013.680.5703.425碎石和砂垫层电动夯实机m31.00016.800.7004.206砼无筋垫层m31.00035.621.3708.22三、砌筑工程1标准砖直形砖基础m31.00029.641.1406.842标准砖圆、弧形砖基础m31.00034.841.3408.043加气砼砌块（600×240×150）m31.00023.400.9005.404硅酸盐空心砌块（390×190×190）m31.00028.861.1106.665标准砖1/2砖外墙m31.00041.341.5909.546混合砂浆标准砖1砖外墙m31.00035.881.3808.287混合砂浆标准砖1砖弧形外墙m31.00041.081.5809.488标准砖1/2砖内墙m31.00039.781.5309.189标准砖1砖内墙m31.00032.761.2607.5610标准砖1砖弧形内墙m31.00037.701.4508.7011墙基防潮层防水砂浆10m21.00017.680.6804.0812墙基防潮层防水砼6cm厚10m21.00023.140.8905.3413八五多孔砖1砖墙m31.00035.881.3807.5014八五多孔砖/2砖墙m31.00042.641.6408.9015八五多孔砖1砖弧形墙m31.0008.65工程量工时内部施工定额单价项目名称计量单位序号1人工费工日工程量工时内部施工定额单价项目名称计量单位序号16八五多孔砖1/2砖弧形墙m31.00048.621.87010.1917八五砖砖基础m31.00034.061.3107.8618八五砖圆弧形砖基础m31.00037.701.4508.7019八五砖1砖外墙m31.00039.781.5309.1820八五砖11/2砖外墙m31.00037.961.4608.7621八五砖1砖弧形外墙m31.00045.761.76010.5622八五砖11/2砖弧形外墙m31.00043.421.67010.0223八五砖1/2砖外墙m31.00045.761.76010.5624八五砖1/2砖弧形外墙m31.00052.782.03012.1825八五砖1/2砖内墙m31.00044.201.70010.2026八五砖1砖内墙m31.00036.401.4008.4027八五砖围墙m31.00040.561.5609.3628八五砖砌砖台阶（水平投影面积）10m21.000135.465.21028.2029八五砖地沟m31.00033.281.2807.6830小型砌体m31.00061.362.36014.16四、钢筋工程1钢筋制作、绑扎t1.000330.4612.71057.752钢筋电渣压力焊接头10个头1.000166.146.3902.733阳台出水口制作10只1.000251.689.6802.774预埋铁件制作60*60100只1.000550.9421.1909.875预埋铁件制作100*100100只1.000550.9421.19015.026晒衣架制作100只1.0001550.6423.28024.367角铁井字架搭设座1.00029.641.140144.90五、混凝土工程A、自拌砼1现浇混凝土条形基础无梁式m31.00019.500.7504.502现浇混凝条形土基础有梁式m31.00019.500.7504.503现浇满堂(板式)基础无梁式m31.00018.200.7004.204现浇满堂(板式)基础有梁式m31.00021.320.8204.925现浇桩承台独立柱基m31.00019.500.7504.506现浇混凝土设备基础块体20m3内m31.00019.760.7604.567现浇矩形柱m31.00049.921.92011.522人工费工日工程量工时内部施工定额单价项目名称计量单位序号8现浇圆形多边形柱m31.00053.562.06012.369现浇LT+型柱m31.00058.502.25013.5010现浇构造柱m31.00084.503.25019.5011现浇基础梁地坑支撑梁m31.00019.760.7604.5612现浇单梁框架梁连续梁m31.00036.401.4008.4013现浇异形梁挑梁m31.00038.481.4808.8814现浇圈梁m31.00049.921.92011.5215现浇过梁m31.00065.782.53015.1816现浇拱形梁m31.00049.921.92011.5217现浇砼挡土墙和地下室墙m31.00031.461.2107.2618现浇地面以上直(圆)形墙200mm内m31.00044.721.72010.3219现浇地面以上直(圆)形墙200mm外m31.00040.821.5709.4220现浇后浇墙带m31.00055.642.14012.8421现浇依附于梁墙上的砼线条10m1.00015.340.5903.5422现浇电梯井壁m31.00075.662.91017.4623现浇有梁板m31.00029.121.1206.7224阶梯教室、体育看台锯齿形底板m31.00031.981.2307.3825现浇无梁板m31.00027.041.0406.2426现浇平板m31.00032.501.2507.5027现浇拱板m31.00045.761.76010.5628现浇后浇板带m31.00037.701.4508.7029现浇楼梯直形10m21.000101.403.90023.4030现浇楼梯圆弧形10m21.000116.484.48026.8831现浇雨篷板式10m21.00048.101.85011.1032现浇雨篷复式10m21.00058.502.25013.5033现浇阳台10m21.00080.863.11018.6634现浇楼梯雨篷阳台砼含量每增减1m3m31.00051.481.98011.8835现浇地沟m31.00034.061.3107.8636现浇栏板m31.00065.782.53015.1837现浇现浇扶手下嵌轴线柱10m1.00039.781.5309.1838现浇天檐沟竖向挑板m31.00060.842.34014.0439现浇压顶m31.00055.642.14012.8440现浇小型构件m31.00063.442.44014.643人工费工日工程量工时内部施工定额单价项目名称计量单位序号41现浇台阶10m21.00064.482.48014.8842现场预制过梁m31.00027.561.0606.3643现场预制小型构件m31.00081.643.14018.8444砼井圈制作m31.00081.643.14018.8445预制沟盖板m31.00036.661.4108.4646钢筋砼池底平底m31.00039.521.5209.1247钢筋砼池底锥形底m31.00039.521.5209.1248钢筋砼池壁圆形壁壁厚15cm内m31.00046.281.78010.6849钢筋砼池壁圆形壁壁厚25cm内m31.00046.281.78010.6850钢筋砼池壁圆形壁壁厚30cm内m31.00046.281.78010.6851钢筋砼池壁矩形壁壁厚15cm内m31.00046.281.78010.6852钢筋砼池壁矩形壁壁厚25cm内m31.00046.281.78010.6853钢筋砼池壁矩形壁壁厚30cm内m31.00046.281.78010.6854钢筋砼池无梁盖m31.00039.521.5209.1255钢筋砼池肋形盖m31.00039.521.5209.1256无梁盖池柱m31.00039.261.5109.0657壁基梁m31.00039.521.5209.1258砼钢筋砼地沟底m31.00022.360.8605.1659砼钢筋砼地沟壁m31.00041.341.5909.5460砼钢筋砼地沟顶m31.00024.700.9505.70B、自拌泵送砼1现浇混凝土条形基础无梁式m31.0007.800.3003.542现浇混凝条形土基础有梁式m31.0007.800.3003.543现浇满堂(板式)基础无梁式m31.0006.240.2403.304现浇满堂(板式)基础有梁式m31.0007.280.2803.845现浇桩承台独立柱基m31.0007.800.3003.546现浇混凝土设备基础块体20m3内m31.0007.800.3003.607现浇矩形柱m31.00019.760.7609.068现浇圆形多边形柱m31.00021.060.8109.669现浇LT+型柱m31.00023.140.89010.5610现浇基础梁地坑支撑梁m31.0007.800.3003.6011现浇单梁框架梁连续梁m31.00014.560.5606.6012现浇异形梁挑梁m31.00015.080.5806.964人工费工日工程量工时内部施工定额单价项目名称计量单位序号13现浇圈梁m31.00019.760.7609.0614现浇过梁m31.00025.740.99011.8215现浇拱形梁m31.00019.760.7609.0616现浇砼挡土墙和地下室墙m31.00012.480.4805.7017现浇地面以上直(圆)形墙200mm内m31.00017.680.6808.1018现浇地面以上直(圆)形墙200mm外m31.00016.120.6207.3819现浇后浇墙带m31.00021.840.84010.0220现浇电梯井壁m31.00029.641.14013.6221现浇有梁板m31.00011.440.4405.2822现浇无梁板m31.00010.660.4104.9223现浇平板m31.00013.000.5005.9424现浇拱板m31.00018.200.7008.2825现浇楼梯直形10m21.00040.041.54018.3626现浇楼梯圆弧形10m21.00045.761.76021.0027现浇雨篷板式10m21.00018.980.7308.7028现浇雨篷复式10m21.00023.140.89010.5629现浇阳台10m21.00031.981.23014.6430现浇楼梯雨篷阳台砼含量每增减1m3m31.00020.280.7809.3031现浇天檐沟竖向挑板m31.00023.920.92010.9832现浇台阶10m21.00025.480.98011.70六、金属结构工程1楼梯栏杆扁圆钢m1.000936.0036.0001.422楼梯栏杆扁方钢m1.733楼梯栏杆钢管m2.154阳台栏杆扁圆钢m1.475阳台栏杆扁方钢m1.746阳台栏杆钢管m1.000451.6217.3702.107栅栏围墙t1.0001874.8672.110100.80七、构件运输及安装工程1过梁安装塔式起重机m31.00022.360.8605.162小型构件安装塔式起重机m31.00029.121.1206.725人工费工日工程量工时内部施工定额单价项目名称计量单位序号3过梁接头灌缝m31.0006.500.2501.504小型构件接头灌缝m31.00027