企业内部施工劳动定额(土建)

1、内 部 施 工 定 额,序号,定额号,序号,项目名称,计量 单位,工程量,单价,工时,工作内容,人工费,工日,一、 土石方工程,1,T1-4,1,人工挖土,m3,1.000,14.64,0.610,3.66,挖土、抛土或装筐、修整底边,大家好：一，我上的哪内部定额是我们企业根据现场的实际情况，现场操作工人完成单位工程数所需要的实际工作小时，根据实践证明现场80以上的施工人员能完成，20的施工人员能完成此定额的130。10的人能完成定额的152。2,TT1-3-1,2,配合机械挖土,1000m3,1.000,14.88,0.620,55.00,包括人工修边坡、整平,3,T1-101,3,地面回填

2、土松填,m3,1.000,2.40,0.100,0.60,包括5m内取土、碎土、找平,4,T1-102,4,地面回填土夯填,m3,1.000,6.24,0.260,1.56,包括5m内取土、碎土、找平、泼水、夯实（两遍为准）,5,T1-103,5,基(槽)坑回填土松填,m3,1.000,3.84,0.160,0.96,包括5m内取土、碎土、找平,6,T1-104,6,基(槽)坑回填土夯填,m3,1.000,6.72,0.280,1.68,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,1,T2-101,1,人工凿灌注砼桩头,m3,1.000,67.92,2.830,16

3、.98,准备工具、划线、凿桩头砼、露出钢筋、清除碎碴、运出坑1m外,2,T2-102,2,人工凿预制方(管)桩头,10根,1.000,87.36,3.640,21.84,同上,3,T2-108,3,碎石干铺垫层,m3,1.000,14.40,0.600,3.60,铺设垫层、找平、夯实,4,T2-111,4,碎砖干铺垫层,m3,1.000,13.68,0.570,3.42,同上,5,T2-117,5,碎石和砂垫层电动夯实机,m3,1.000,16.80,0.700,4.20,同上,6,T2-120,6,砼无筋垫层,m3,1.000,35.62,1.370,8.22,砼搅拌、购入商品砼、泵送、非泵

4、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。,1,T3-1,1,标准砖直形砖基础,m3,1.000,29.64,1.140,6.84,2,T3-2,2,标准砖圆、弧形砖基础,m3,1.000,34.84,1.340,8.04,3,T3-6,3,加气砼砌块（600240150）,m3,1.000,23.40,0.900,5.40,4,T3-7,4,硅酸盐空心砌块（390190190） ,m3,1.000,28.86,1.110,6.66,5,T3-27,5,标准砖1/2砖外墙,m3,1.000,4

5、1.34,1.590,9.54,6,T3-29,6,混合砂浆标准砖1砖外墙,m3,1.000,35.88,1.380,8.28,7,T3-30,7,混合砂浆标准砖1砖弧形外墙,m3,1.000,41.08,1.580,9.48,8,T3-31,8,标准砖1/2砖内墙,m3,1.000,39.78,1.530,9.18,9,T3-33,9,标准砖1砖内墙,m3,1.000,32.76,1.260,7.56,10,T3-34,10,标准砖1砖弧形内墙,m3,1.000,37.70,1.450,8.70,11,T3-42,11,墙基防潮层防水砂浆,10m2,1.000,17.68,0.680,4.0

6、8,搅拌、运输、浇捣、抹面、养护,12,T3-43,12,墙基防潮层防水砼6cm厚,10m2,1.000,23.14,0.890,5.34,搅拌、运输、浇捣、抹面、养护,13,TT3-B-1,13,八五多孔砖1砖墙,m3,1.000,35.88,1.380,7.50,14,TT3-B-2,14,八五多孔砖/2砖墙,m3,1.000,42.64,1.640,8.90,15,TT3-B-3,15,八五多孔砖1砖弧形墙,m3,1.000,8.65,16,TT3-B-4,16,八五多孔砖1/2砖弧形墙,m3,1.000,48.62,1.870,10.19,17,TT3-B6,17,八五砖砖基础,m3,

7、1.000,34.06,1.310,7.86,18,TT3-B7,18,八五砖圆弧形砖基础,m3,1.000,37.70,1.450,8.70,19,TT3-B8,19,八五砖1砖外墙,m3,1.000,39.78,1.530,9.18,20,TT3-B9,20,八五砖1 1/2砖外墙,m3,1.000,37.96,1.460,8.76,21,TT3-B10,21,八五砖1砖弧形外墙,m3,1.000,45.76,1.760,10.56,22,TT3-B11,22,八五砖1 1/2砖弧形外墙,m3,1.000,43.42,1.670,10.02,23,TT3-B14,23,八五砖1/2砖外墙,

8、m3,1.000,45.76,1.760,10.56,24,TT3-B16,24,八五砖1/2砖弧形外墙,m3,1.000,52.78,2.030,12.18,25,TT3-B18,25,八五砖1/2砖内墙,m3,1.000,44.20,1.700,10.20,26,TT3-B20,26,八五砖1砖内墙,m3,1.000,36.40,1.400,8.40,27,TT3-B75,27,八五砖围墙,m3,1.000,40.56,1.560,9.36,28,TT3-B78,28,八五砖砌砖台阶（水平投影面积）,10m2,1.000,135.46,5.210,28.20,29,TT3-B79,29,八

9、五砖地沟,m3,1.000,33.28,1.280,7.68,30,TT3-B80,30,小型砌体,m3,1.000,61.36,2.360,14.16,四、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。,1,T4-1,1,钢筋制作、绑扎,t,1.000,330.46,12.710,57.75,其中：制作25.98工时、绑扎31.77工时,2,T4-2,2,钢筋电渣压力焊接头,10个头,1.000,166.14,6.390,2.73,3,T4-5,3,阳台出水口制作,10只,1.000,251.68,9.680,2.77,4,T4-25,4,预埋铁件制作6

10、0*60,100只,1.000,550.94,21.190,9.87,5,T4-26,5,预埋铁件制作100*100,100只,1.000,550.94,21.190,15.02,6,T4-27,6,晒衣架制作,100只,1.000,1550.64,23.280,24.36,7,T4-28,7,角铁井字架搭设,座,1.000,29.64,1.140,144.90,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。 ,1,T5-2,1,现浇混凝土条形基础无梁式,m3,1.000,19.50,0.75

11、0,4.50,2,T5-3,2,现浇混凝条形土基础有梁式,m3,1.000,19.50,0.750,4.50,3,T5-5,3,现浇满堂(板式)基础无梁式,m3,1.000,18.20,0.700,4.20,4,T5-6,4,现浇满堂(板式)基础有梁式,m3,1.000,21.32,0.820,4.92,5,T5-7,5,现浇桩承台 独立柱基,m3,1.000,19.50,0.750,4.50,6,T5-11,6,现浇混凝土设备基础块体20m3内,m3,1.000,19.76,0.760,4.56,7,T5-13,7,现浇矩形柱,m3,1.000,49.92,1.920,11.52,8,T5-

12、14,8,现浇圆形多边形柱,m3,1.000,53.56,2.060,12.36,9,T5-15,9,现浇L T +型柱,m3,1.000,58.50,2.250,13.50,10,T5-16,10,现浇构造柱,m3,1.000,84.50,3.250,19.50,11,T5-17,11,现浇基础梁地坑支撑梁,m3,1.000,19.76,0.760,4.56,12,T5-18,12,现浇单梁框架梁连续梁,m3,1.000,36.40,1.400,8.40,13,T5-19,13,现浇异形梁挑梁,m3,1.000,38.48,1.480,8.88,14,T5-20,14,现浇圈梁,m3,1.0

13、00,49.92,1.920,11.52,15,T5-21,15,现浇过梁,m3,1.000,65.78,2.530,15.18,16,T5-22,16,现浇拱形梁,m3,1.000,49.92,1.920,11.52,17,T5-24,17,现浇砼挡土墙和地下室墙,m3,1.000,31.46,1.210,7.26,18,T5-25,18,现浇地面以上直(圆)形墙200mm内,m3,1.000,44.72,1.720,10.32,19,T5-26,19,现浇地面以上直(圆)形墙200mm外,m3,1.000,40.82,1.570,9.42,20,T5-27,20,现浇后浇墙带,m3,1.0

14、00,55.64,2.140,12.84,21,T5-28,21,现浇依附于梁 墙上的砼线条,10m,1.000,15.34,0.590,3.54,22,T5-29,22,现浇电梯井壁,m3,1.000,75.66,2.910,17.46,23,T5-32,23,现浇有梁板,m3,1.000,29.12,1.120,6.72,24,TT5-32-1,24,阶梯教室、体育看台锯齿形底板,m3,1.000,31.98,1.230,7.38,25,T5-33,25,现浇无梁板,m3,1.000,27.04,1.040,6.24,26,T5-34,26,现浇平板,m3,1.000,32.50,1.25

15、0,7.50,27,T5-35,27,现浇拱板,m3,1.000,45.76,1.760,10.56,28,T5-36,28,现浇后浇板带,m3,1.000,37.70,1.450,8.70,29,T5-37,29,现浇楼梯直形,10m2,1.000,101.40,3.900,23.40,30,T5-38,30,现浇楼梯圆 弧形,10m2,1.000,116.48,4.480,26.88,31,T5-39,31,现浇雨篷板式,10m2,1.000,48.10,1.850,11.10,32,T5-40,32,现浇雨篷复式,10m2,1.000,58.50,2.250,13.50,33,T5-41

16、,33,现浇阳台,10m2,1.000,80.86,3.110,18.66,34,T5-42,34,现浇楼梯 雨篷 阳台砼含量每增减1m3,m3,1.000,51.48,1.980,11.88,35,T5-43,35,现浇地沟,m3,1.000,34.06,1.310,7.86,36,T5-44,36,现浇栏板,m3,1.000,65.78,2.530,15.18,37,T5-45,37,现浇现浇扶手 下嵌 轴线柱,10m,1.000,39.78,1.530,9.18,38,T5-48,38,现浇天 檐沟竖向挑板,m3,1.000,60.84,2.340,14.04,39,T5-49,39,现

17、浇压顶,m3,1.000,55.64,2.140,12.84,40,T5-50,40,现浇小型构件,m3,1.000,63.44,2.440,14.64,41,T5-51,41,现浇台阶,10m2,1.000,64.48,2.480,14.88,42,T5-59,42,现场预制过梁,m3,1.000,27.56,1.060,6.36,43,T5-77,43,现场预制小型构件,m3,1.000,81.64,3.140,18.84,44,T5-77-1,44,砼井圈制作,m3,1.000,81.64,3.140,18.84,45,T5-95,45,预制沟盖板,m3,1.000,36.66,1.41

18、0,8.46,46,T5-134,46,钢筋砼池底平底,m3,1.000,39.52,1.520,9.12,47,T5-135,47,钢筋砼池底锥形底,m3,1.000,39.52,1.520,9.12,48,T5-136,48,钢筋砼池壁圆形壁壁厚15cm内,m3,1.000,46.28,1.780,10.68,49,T5-137,49,钢筋砼池壁圆形壁壁厚25cm内,m3,1.000,46.28,1.780,10.68,50,T5-138,50,钢筋砼池壁圆形壁壁厚30cm内,m3,1.000,46.28,1.780,10.68,51,T5-139,51,钢筋砼池壁矩形壁壁厚15cm内,m

19、3,1.000,46.28,1.780,10.68,52,T5-140,52,钢筋砼池壁矩形壁壁厚25cm内,m3,1.000,46.28,1.780,10.68,53,T5-141,53,钢筋砼池壁矩形壁壁厚30cm内,m3,1.000,46.28,1.780,10.68,54,T5-142,54,钢筋砼池无梁盖,m3,1.000,39.52,1.520,9.12,55,T5-143,55,钢筋砼池肋形盖,m3,1.000,39.52,1.520,9.12,56,T5-145,56,无梁盖池柱,m3,1.000,39.26,1.510,9.06,57,T5-147,57,壁基梁,m3,1.0

20、00,39.52,1.520,9.12,58,T5-162,58,砼 钢筋砼地沟底,m3,1.000,22.36,0.860,5.16,59,T5-163,59,砼 钢筋砼地沟壁,m3,1.000,41.34,1.590,9.54,60,T5-164,60,砼 钢筋砼地沟顶,m3,1.000,24.70,0.950,5.70,B、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。,1,T5-171,1,现浇混凝土条形基础无梁式,m3,1.000,7.80,0.300,3.54,2,T5-172,2,现浇混凝条形土基础有梁式,m3,1.000,7.80,0.300,3.54,3,T

21、5-174,3,现浇满堂(板式)基础无梁式,m3,1.000,6.24,0.240,3.30,4,T5-175,4,现浇满堂(板式)基础有梁式,m3,1.000,7.28,0.280,3.84,5,T5-176,5,现浇桩承台 独立柱基,m3,1.000,7.80,0.300,3.54,6,T5-179,6,现浇混凝土设备基础块体20m3内,m3,1.000,7.80,0.300,3.60,7,T5-181,7,现浇矩形柱,m3,1.000,19.76,0.760,9.06,8,T5-182,8,现浇圆形多边形柱,m3,1.000,21.06,0.810,9.66,9,T5-183,9,现浇L

22、 T +型柱,m3,1.000,23.14,0.890,10.56,10,T5-184,10,现浇基础梁地坑支撑梁,m3,1.000,7.80,0.300,3.60,11,T5-185,11,现浇单梁框架梁连续梁,m3,1.000,14.56,0.560,6.60,12,T5-186,12,现浇异形梁挑梁,m3,1.000,15.08,0.580,6.96,13,T5-187,13,现浇圈梁,m3,1.000,19.76,0.760,9.06,14,T5-188,14,现浇过梁,m3,1.000,25.74,0.990,11.82,15,T5-189,15,现浇拱形梁,m3,1.000,19.

23、76,0.760,9.06,16,T5-191,16,现浇砼挡土墙和地下室墙,m3,1.000,12.48,0.480,5.70,17,T5-192,17,现浇地面以上直(圆)形墙200mm内,m3,1.000,17.68,0.680,8.10,18,T5-193,18,现浇地面以上直(圆)形墙200mm外,m3,1.000,16.12,0.620,7.38,19,T5-194,19,现浇后浇墙带,m3,1.000,21.84,0.840,10.02,20,T5-196,20,现浇电梯井壁,m3,1.000,29.64,1.140,13.62,21,T5-199,21,现浇有梁板,m3,1.0

24、00,11.44,0.440,5.28,22,T5-200,22,现浇无梁板,m3,1.000,10.66,0.410,4.92,23,T5-201,23,现浇平板,m3,1.000,13.00,0.500,5.94,24,T5-202,24,现浇拱板,m3,1.000,18.20,0.700,8.28,25,T5-203,25,现浇楼梯直形,10m2,1.000,40.04,1.540,18.36,26,T5-204,26,现浇楼梯圆 弧形,10m2,1.000,45.76,1.760,21.00,27,T5-205,27,现浇雨篷板式,10m2,1.000,18.98,0.730,8.70

25、,28,T5-206,28,现浇雨篷复式,10m2,1.000,23.14,0.890,10.56,29,T5-207,29,现浇阳台,10m2,1.000,31.98,1.230,14.64,30,T5-208,30,现浇楼梯 雨篷 阳台砼含量每增减1m3,m3,1.000,20.28,0.780,9.30,31,T5-209,31,现浇天 檐沟竖向挑板,m3,1.000,23.92,0.920,10.98,32,T5-210,32,现浇台阶,10m2,1.000,25.48,0.980,11.70,六、金属结构工程,1,T6-40,1,楼梯栏杆扁圆钢,m,1.000,936.00,36.0

26、00,1.42,其中：制作0.87工时、安装0.55工时,2,楼梯栏杆扁方钢,m,1.73,其中：制作1.18工时、安装0.55工时,3,楼梯栏杆钢管,m,2.15,其中：制作1.60工时、安装0.55工时,4,阳台栏杆扁圆钢,m,1.47,其中：制作0.84工时、安装0.63工时,5,阳台栏杆扁方钢,m,1.74,其中：制作1.11工时、安装0.63工时,2,T6-41,6,阳台栏杆钢管,m,1.000,451.62,17.370,2.10,其中：制作1.47工时、安装0.63工时,3,T6-42,7,栅栏围墙,t,1.000,1874.86,72.110,100.80,其中：制作67.20

27、工时、安装33.6工时,七、构件运输及安装工程,1,T7-72,1,过梁安装塔式起重机,m3,1.000,22.36,0.860,5.16,构件翻身、就位、加固、安装、校正、焊接固定,2,T7-93,2,小型构件安装塔式起重机,m3,1.000,29.12,1.120,6.72,1、构件翻身就位（或场内运输）、加固、吊装、校正、焊接固定。2、拼装台制作、搭设、拆除。,3,T7-109,3,过梁接头灌缝,m3,1.000,6.50,0.250,1.50,清理基层、模板制作、安装、拆除、混凝土人工搅拌、浇捣、养护,4,T7-111,4,小型构件接头灌缝,m3,1.000,27.30,1.050,6

28、.30,同上,八、木结构工程,1,T8-43,1,檩木圆木,m3,1.000,83.46,3.210,19.26,制作、安装檩木、檩托木（或垫木），伸入墙内部分刷防腐油,2,T8-52,2,檩木上钉椽子及挂瓦条,10m2,1.000,10.66,0.410,2.46,檩条上钉椽子,3,T8-56,3,砼或钢檩条上上钉三角木,10m,1.000,2.86,0.110,0.66,制作、安装三角木,4,T8-65,4,木楼梯,10m2,1.000,406.64,15.640,93.84,制作安装楼梯踏步、楼梯平台楞木及楼板，伸入墙身部分,九、屋、平、立面防水及保温隔热工程,1,T9-4,1,水泥砂浆

29、粉挂瓦条 断面2030mm 间距315mm,10m2,1.000,16.12,0.620,3.72,浇水、弹线、调运砂浆、抹面。,2,T9-5,2,水泥砂浆粉挂瓦条 断面2030mm 间距345mm,10m2,1.000,14.56,0.560,3.36,同上,3,T9-6,3,水泥砂浆粉挂瓦条 断面2030mm 间距356mm,10m2,1.000,14.04,0.540,3.24,同上,4,T9-7,4,铺水泥彩瓦,10m2,1.000,19.50,0.750,4.50,切割、铺瓦,5,T9-8,5,水泥彩瓦脊瓦,10m,1.000,15.60,0.600,3.60,调运砂浆、安装脊瓦（件

30、）、钻孔固定封檐瓦、色浆密封,6,T9-9,6,水泥彩瓦封山瓦,10m,1.000,22.10,0.850,5.10,同上,7,T9-69,7,防水砂浆防水屋面有分格缝25mm,10m2,1.000,29.64,1.140,6.84,清理基层、刷水泥浆、砂浆搅拌、抹灰、分格、分格缝内嵌油膏,8,T9-72,8,细石砼防水屋面有分格缝40mm,10m2,1.000,52.52,2.020,12.12,撒细砂、干铺油毡一层、拌和砼、浇捣、分格、分格缝内嵌油膏,9,T9-157,9,墙面嵌木丝板伸缩缝,10m,1.000,9.88,0.380,2.28,熬制沥青、玛碲脂、浸木板、油浸麻丝填缝,10,

31、T9-179,10,地下室底板 墙钢板止水带,10m,1.000,75.14,2.890,17.34,钢（紫铜）板裁剪、焊接成型、铺设,11,T9-181,11,地下室底板 墙橡胶(塑料)止水带,10m,1.000,27.30,1.050,6.30,裁剪止水带、接头、安装,12,T9-183,12,伸缩缝(变形缝)处止水带橡胶止水带,10m,1.000,28.60,1.100,6.60,13,T9-184,13,伸缩缝(变形缝)处止水带塑料止水带,10m,1.000,28.60,1.100,6.60,14,T9-212,14,屋面 楼地面保温隔热水泥珍珠岩块,m3,1.000,14.56,0.

32、560,3.36,清扫底层、铺设块料,15,T9-213,15,屋面 楼地面保温隔热沥青珍珠岩块,m3,1.000,14.56,0.560,3.36,同上,16,T9-214,16,屋面 楼地面保温隔热加气砼块,m3,1.000,12.22,0.470,2.82,同上,17,T9-215,17,屋面 楼地面保温隔热现浇水泥珍珠岩,m3,1.000,26.00,1.000,6.00,清扫底层、调制混合料并铺填,18,T9-216,18,屋面 楼地面保温隔热聚苯乙烯泡沫板,m3,1.000,118.82,4.570,27.42,清扫底层、铺设块料,十、厂区道路及排水工程,0.00,1,T11-1,

33、1,整理路床新路基整理,10m2,1.000,3.90,0.150,0.90,将路床坎坷不平处进行平整,2,T11-2,2,整理路床旧路基整理,10m2,1.000,10.14,0.390,2.34,同上,3,T11-7,3,道路道碴垫层10cm,10m2,1.000,8.06,0.310,1.86,路槽上铺筑垫层、找平、碾压,4,T11-8,4,道路道碴垫层每增减1cm,10m2,1.000,0.52,0.020,0.12,5,T11-10,5,铺预制块路面苏J9501-10-5,10m2,1.000,29.90,1.150,6.90,铺砂垫层、预制砼块，扫缝,6,T11-11,6,铺砼方格

34、砖路面苏J9501-10-6,10m2,1.000,23.92,0.920,5.52,同上,7,T11-12,7,广场砖有图案,10m2,1.000,83.98,3.230,19.38,铺结合层及贴块料面层，砂浆嵌缝,8,T11-13,8,广场砖无图案,10m2,1.000,71.50,2.750,16.50,同上,9,T11-14,9,铺彩色道板苏J9501-10-7,10m2,1.000,34.84,1.340,8.04,同上,10,T11-15,10,砼路牙及路沿苏J9508-46-A,10m,1.000,48.36,1.860,11.16,挖地沟、铺垫层、搅捣砼垫层、铺路牙沿、勾缝,1

35、1,T11-16,11,砼路沿苏J9508-46-B,10m,1.000,36.66,1.410,8.46,同上,12,T11-17,12,砼路沿苏J9508-46-C,10m,1.000,25.22,0.970,5.82,同上,13,T11-18,13,砼路面面层10cm厚,10m2,1.000,42.90,1.650,9.90,支、立、拆模、搅捣砼、抹面（随捣随抹）养护,14,T11-19,14,砼路面面层每增减1cm,10m2,1.000,2.60,0.100,0.60,同上,15,T11-20,15,砼井(池)底,m3,1.000,20.02,0.770,4.62,搅拌及养护砼,16,

36、T11-21,16,砼井(池)壁,m3,1.000,49.14,1.890,11.34,同上,17,T11-22,17,砼井(池)顶,10m,1.000,31.72,1.220,7.32,同上,18,T11-23,18,成品砼构件安装井盖及井座,套,1.000,8.32,0.320,1.92,盖板运输、安装、砂浆填稳,19,T11-24,19,成品砼板构件安装板,m3,1.000,21.58,0.830,4.98,同上,20,T11-25,20,铸铁盖板安装,套,1.000,15.86,0.610,3.66,成品铸盖板安放固定,21,T11-27,21,方形砖砌窨井 化(储)粪池,m3,1.0

37、00,41.86,1.610,9.66,调制砂浆、砌砖、安装铁爬梯,22,T11-29,22,圆形砖砌窨井 化(储)粪池,m3,1.000,48.10,1.850,11.10,同上,23,T11-30,23,井 池壁抹灰,10m2,1.000,42.90,1.650,9.90,调制砂浆、抹灰,24,T11-31,24,锯缝机锯缝深50mm,10m,1.000,11.18,0.430,2.58,清扫、冲洗、划线定位、切缝,25,T11-32,25,锯缝机锯缝每增加10mm,10m,1.000,2.60,0.100,0.60,26,T11-35,26,混凝土管承插式水泥砂浆接口250mm,10m,

38、1.000,23.92,0.920,5.52,清理、铺管、调制接口材料、接口、抹砂浆、养护,27,T11-36,27,混凝土管承插式水泥砂浆接口300mm,10m,1.000,28.86,1.110,6.66,同上,28,T11-37,28,混凝土管承插式水泥砂浆接口400mm,10m,1.000,38.74,1.490,8.94,同上,29,T11-38,29,混凝土管承插式水泥砂浆接口450mm,10m,1.000,46.54,1.790,10.74,同上,30,T11-39,30,混凝土管承插式水泥砂浆接口500mm,10m,1.000,51.74,1.990,11.94,同上,31,T

39、11-40,31,U-PVC塑料管铺设 110mm,10m,1.000,4.16,0.160,0.96,清理基坑、下管、截管、铺管、涂胶等全部工序,32,T11-41,32,U-PVC塑料管铺设 160mm,10m,1.000,4.68,0.180,1.08,同上,33,T11-42,33,U-PVC塑料管铺设 200mm,10m,1.000,4.68,0.180,1.08,同上,34,T11-43,34,U-PVC塑料管铺设 250mm,10m,1.000,5.98,0.230,1.38,同上,35,T11-44,35,U-PVC塑料管铺设 315mm,10m,1.000,7.02,0.27

40、0,1.62,同上,十一、楼地面工程,1,T12-7,1,碎砖干铺垫层,m3,1.000,13.78,0.530,2.88,拌和、铺设、找平、夯实,2,T12-10,2,道碴干铺垫层,m3,1.000,21.58,0.830,4.52,铺设、找平、夯实,3,T12-11,3,砼不分格垫层,m3,1.000,35.36,1.360,7.40,砼搅拌、捣固、养护,4,T12-12,4,砼分格垫层,m3,1.000,39.52,1.520,8.27,砼搅拌、捣固、养护,5,T12-15,5,水泥砂浆找平层(20mm)砼或硬基层上,10m2,1.000,18.20,0.700,3.81,清理基层、调运

41、砂浆、抹平、压实,6,T12-16,6,水泥砂浆找平层(20mm)在填充材料上,10m2,1.000,22.88,0.880,4.79,清理基层、调运砂浆、抹平、压实,7,T12-18,7,细石砼找平层40mm,10m2,1.000,22.88,0.880,4.79,细石砼搅拌、捣平、压实、养护,8,T12-22,8,水泥砂浆楼地面20mm,10m2,1.000,24.70,0.950,5.17,清理基层、调运砂浆、抹面、压光、养护,9,T12-24,9,水泥砂浆楼梯 10m2水平投影面积,10m2,1.000,173.16,6.660,36.23,10,T12-25,10,水泥砂浆台阶 10

42、m2水平投影面积,10m2,1.000,73.06,2.810,15.29,清理基层、调运砂浆、抹面、压光、养护,11,T12-26,11,水泥砂浆加浆抹光随捣随抹厚5mm,10m2,1.000,17.16,0.660,3.59,清理基层、调运砂浆、抹面、压光、养护,12,T12-27,12,水泥砂浆踢脚线,10m,1.000,12.48,0.480,2.61,清理基层、调运砂浆、抹面、压光、养护,13,T12-90,13,300300地砖楼地面(水泥砂浆),10m2,1.000,117.04,4.180,22.74,清理基层、锯板磨细、贴地砖、擦缝、清理净面、调制水泥砂浆、刷素水泥浆。,14

43、,T12-92,14,400400地砖楼地面(水泥砂浆),10m2,1.000,93.52,3.340,18.17,同 上,15,T12-96,15,800800地砖楼地面(水泥砂浆),10m2,1.000,102.76,3.670,19.96,同 上,16,T12-98,16,地砖多色简单图案镶贴楼地面(水泥砂浆),10m2,1.000,175.56,6.270,34.11,同 上,17,T12-100,17,地砖楼梯(水泥砂浆),10m2,1.000,303.24,10.830,58.92,同 上,18,T12-101,18,地砖台阶(水泥砂浆),10m2,1.000,171.36,6.1

44、20,33.29,同 上,19,T12-102,19,地砖踢脚线(水泥砂浆),10m,1.000,30.52,1.090,5.93,同 上,20,T12-172,20,砼散水,10m2,1.000,63.70,2.450,13.33,填或挖土、夯底、铺垫层、浇捣砼、调制砂浆、抹面,21,T12-173,21,砼大门斜坡,10m2,1.000,72.80,2.800,15.23,同上,22,T12-174,22,水泥砂浆娄蹉做在地面砼斜坡或钢筋砼斜坡上,10m2,1.000,70.20,2.700,14.69,23,T12-175,23,砼明沟,10m,1.000,67.34,2.590,14.

45、09,挖、运土、夯底、铺垫层、浇捣砼、调制砂浆、砌砖、抹面,24,T12-177,24,八五砖明沟,10m,1.000,96.46,3.710,20.18,同上,十二、墙柱面工程,1,T13-11,1,砖外墙面 墙裙抹水泥砂浆,10m2,1.000,45.50,1.750,9.52,1、清理、修补、湿润基层表面，堵墙眼、调运砂浆、清扫落地灰。 2、刷浆、抹灰找平、洒水湿润、罩面压光。,2,T13-12,2,砖内墙面 墙裙抹水泥砂浆,10m2,1.000,40.04,1.540,8.38,同上,3,T13-13,3,砼外墙面 墙裙抹水泥砂浆,10m2,1.000,48.62,1.870,10.1

46、7,同上,4,T13-14,4,砼内墙面 墙裙抹水泥砂浆,10m2,1.000,43.16,1.660,9.03,同上,5,T13-15,5,轻质墙 墙裙抹水泥砂浆,10m2,1.000,40.04,1.540,8.38,同上,6,T13-17,6,钢丝网墙抹水泥砂浆,10m2,1.000,43.94,1.690,9.19,同上,7,T13-18,7,砖墙内墙面上二遍水泥砂浆刮糙(毛坯),10m2,1.000,40.04,1.540,8.38,同上,8,T13-19,8,砼墙内墙面上二遍水泥砂浆刮糙(毛坯),10m2,1.000,43.16,1.660,9.03,同上,9,T13-20,9,阳

47、台 雨篷抹水泥砂浆,10m2,1.000,212.94,8.190,44.55,同上,10,T13-21,10,单独门窗套 窗台 压顶抹水泥砂浆,10m2,1.000,177.58,6.830,37.16,同上,11,T13-22,11,挑沿 天沟 腰线 栏杆 扶手抹水泥砂浆,10m2,1.000,147.68,5.680,30.90,同上,12,T13-23,12,遮阳板 栏板抹水泥砂浆,10m2,1.000,80.60,3.100,16.86,同上,13,T13-24,13,零星项目抹水泥砂浆,10m2,1.000,85.54,3.290,17.90,同上,14,T13-25,14,砼装饰

48、线条抹水泥砂浆,10m2,1.000,191.10,7.350,39.98,同上,15,T13-28,15,多边形 圆形砼柱 梁面抹水泥砂浆,10m2,1.000,77.22,2.970,16.16,同上,16,T13-29,16,矩形砼柱 梁面抹水泥砂浆,10m2,1.000,59.80,2.300,12.51,同上,17,T13-30,17,砖外墙面抹混合砂浆,10m2,1.000,42.64,1.640,8.92,同上,18,T13-31,18,砖内墙面抹混合砂浆,10m2,1.000,37.18,1.430,7.78,同上,19,T13-32,19,砼外墙面抹混合砂浆,10m2,1.0

49、00,45.76,1.760,9.57,同上,20,T13-33,20,砼内墙面抹混合砂浆,10m2,1.000,40.30,1.550,8.43,同上,21,T13-35,21,钢丝网墙面抹混合砂浆,10m2,1.000,43.94,1.690,9.19,同上,22,T13-36,22,轻质墙面抹混合砂浆,10m2,1.000,40.04,1.540,8.38,同上,23,T13-39,23,多边形 圆形砼柱、梁面抹混合砂浆,10m2,1.000,74.88,2.880,15.67,同上,24,T13-40,24,矩形砼柱、梁面抹混合砂浆,10m2,1.000,57.46,2.210,12.

50、02,同上,25,T13-41,25,砖内墙面上二遍 混合砂浆刮糙(毛坯),10m2,1.000,40.04,1.540,8.38,同上,26,T13-42,26,砼内墙面上二遍 混合砂浆刮糙(毛坯),10m2,1.000,43.16,1.660,9.03,同上,27,T13-69,27,外墙抹灰面分格缝内嵌玻璃条,10m2,1.000,12.48,0.480,2.61,玻璃条制安、划线分格,28,T13-117,28,内墙面 墙裙砂浆粘贴瓷砖200300mm,10m2,1.000,136.64,4.880,26.55,1、清理修补基层表面、打底抹灰、砂浆找平。 2、送料、抹结合层、贴瓷砖、擦

51、缝、清洁面层。,29,T13-118,29,柱 梁面砂浆粘贴瓷砖200300mm,10m2,1.000,156.80,5.600,30.46,同上,30,T13-119,30,零星项目砂浆粘贴瓷砖200300mm,10m2,1.000,173.04,6.180,33.62,同上,31,T13-120,31,墙面花瓷砖腰线20065mm,10m,1.000,11.76,0.420,2.28,同上,32,T13-123,32,墙面 墙裙砂浆粘贴釉面砖密缝,10m2,1.000,159.04,5.680,30.90,1、清理修补基层、打底抹灰、砂浆找平。 2、选料、抹结合层、贴面砖、擦（勾）缝、清洁

52、面层。,33,T13-124,33,墙面 墙裙砂浆粘贴釉面砖勾缝,10m2,1.000,174.16,6.220,33.84,同上,34,T13-125,34,零星项目砂浆粘贴釉面砖密缝,10m2,1.000,201.32,7.190,39.11,同上,35,T13-126,35,零星项目砂浆粘贴釉面砖勾缝,10m2,1.000,244.44,8.730,47.49,同上,36,T13-129,36,墙面 墙裙纸板饰面砖勾缝,10m2,1.000,193.48,6.910,37.59,同上,37,TT13-129-1,37,零星项目纸板饰面砖 面砖勾缝 墙面、墙裙,10m2,1.000,251

53、.44,8.980,48.85,同上,38,T13-130,38,零星项目纸板饰面砖勾缝,10m2,1.000,211.40,7.550,41.07,同上,39,TT13-130-1,39,零星项目纸板饰面砖 面砖勾缝 零星项目,10m2,1.000,274.96,9.820,53.42,同上,40,T13-131,40,化学锚栓干挂面砖1000800,10m2,1.000,246.96,8.820,47.98,1、清理基层，清洗面板、钻孔成槽、安装铁件（螺栓）、挂面板。2、刷胶、打蜡、清理面层等全部操作过程。,41,T13-132,41,钢丝网挂贴面砖1000800,10m2,1.000,2

54、33.52,8.340,45.37,同上,42,T13-133,42,型钢龙骨干挂面砖1000800,10m2,1.000,207.76,7.420,40.36,同上,43,T13-150,43,内墙面粘贴文化石(砂浆),10m2,1.000,169.12,6.040,32.86,1、清理修补基层表面、打底抹灰、砂浆找平。 2、选料、抹结合层砂浆（刷粘结剂）、贴面砖、擦缝、清洁表面。,44,T13-151,44,零星项目粘贴文化石(砂浆),10m2,1.000,186.76,6.670,36.28,同上,十三、天棚工程,1、清理修补基层表面、堵眼、调运砂浆、清扫落地灰。 2、抹灰、找平、罩面及

55、压光。,1,T14-113,1,现浇砼天棚水泥砂浆面,10m2,1.000,42.90,1.650,8.98,2,T14-114,2,预制砼天棚水泥砂浆面,10m2,1.000,47.84,1.840,10.01,3,T14-115,3,现浇砼天棚混合砂浆面,10m2,1.000,39.26,1.510,8.21,4,T14-117,4,钢板网天棚混合砂浆二遍,10m2,1.000,36.14,1.390,7.56,十四、脚手架,1、搭拆脚手架、上料平台、安全笆、护身栏杆和铺、翻、拆脚手板。 2、拆除后材料场内堆放和材料场内、外运输。,1,T19-1,1,砌墙脚手架里架子高3.60m内,10m

56、2,1.000,2.68,0.103,0.62,2,T19-2,2,砌墙脚手架外架子单排高12m内,10m2,1.000,17.32,0.666,4.00,3,T19-3,3,砌墙脚手架外架子双排高12m内,10m2,1.000,21.42,0.824,4.94,4,T19-4,4,砌墙脚手架外架子双排高20m内,10m2,1.000,26.10,1.004,6.02,5,T19-5,5,斜道高12m内,座,1.000,159.12,6.120,36.72,6,T19-7,6,满堂脚手架基本层高5m内,10m2,1.000,26.08,1.003,6.02,7,T19-7-1,7,基础砼浇捣脚

57、手架,10m2,1.000,7.82,0.301,1.81,8,T19-10,8,抹灰脚手架高3.60m内,10m2,1.000,0.21,0.008,0.05,9,T19-11,9,抹灰脚手架高超过3.60m，在5m内,10m2,1.000,7.72,0.297,1.78,10,T19-13,10,单独柱、梁、墙、油(水)池壁砼浇捣脚手架3.60m以上,10m2,1.000,4.68,0.180,1.08,11,T19-14,11,高压线防护架,10m,1.000,117.94,4.536,27.22,12,T19-21,12,金属过道防护棚工期5个月,10m2,1.000,25.04,0.

58、963,5.78,13,T19-23,13,电梯井字架 搭设高度20m内,座,1.000,226.46,8.710,52.26,14,T19-24,14,电梯井字架 搭设高度30m内,座,1.000,348.40,13.400,80.40,15,T19-25,15,电梯井字架 搭设高度40m内,座,1.000,512.72,19.720,118.32,16,T19-26,16,电梯井字架 搭设高度50m内,座,1.000,751.92,28.920,173.52,17,17,斜道H12m,座,39.98,包括搭拆,18,18,斜道H20m,座,97.78,包括搭拆,19,19,搭拆搅拌机棚,1

59、0m2,8.40,20,20,搭拆卷扬机棚,10m2,4.20,21,21,清洗保养扣件,100只,5.78,22,22,脚手钢管调直,100根,14.28,十五、模板工程,木模板及复合模板制作、钢模板安装、拆除、清理、刷润滑剂、场外运输。,1,T20-1,1,砼垫层,10m2,1.000,108.68,4.180,25.08,2,T20-2,2,无梁式带形基础组合钢模板,10m2,1.000,75.66,2.910,17.46,3,T20-4,3,有梁式带形基础组合钢模板,10m2,1.000,68.90,2.650,15.90,4,T20-6,4,无梁式钢筋砼满堂基础组合钢模板,10m2,

60、1.000,68.64,2.640,15.84,5,T20-8,5,有梁式钢筋砼满堂基础组合钢模板,10m2,1.000,88.92,3.420,20.52,6,T20-10,6,各种柱基 桩承台组合钢模板,10m2,1.000,82.16,3.160,18.96,7,T20-12,7,块体设备基础单体20m3内组合钢模板,10m2,1.000,65.26,2.510,15.06,8,T20-25,8,矩形柱组合钢模板,10m2,1.000,104.78,4.030,24.18,9,T20-26,9,矩形柱复合木模板,10m2,1.000,83.72,3.220,19.32,10,T20-27