施工劳动定额

,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,每工日产量（8h）

,,,,,,,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,0.458

,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,6.875

,3,T1-101,3,地面回填土松填,m3,1.000,2.40,0.100,0.60,包括5m内取土、碎土、找平,0.075

,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）,0.195

,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,0.120

,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）,0.210

,,,,二、打桩及基础垫层,,,,,,,0.000

,1,T2-101,1,人工凿灌注砼桩头,m3,1.000,67.92,2.830,16.98,准备工具、划线、凿桩头砼、露出钢筋、清除碎碴、运出坑1m外,2.123

,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,2.730

,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,0.450

,4,T2-111,4,碎砖干铺垫层,m3,1.000,13.68,0.570,3.42,同上,0.428

,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,0.525

,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、非泵送、铺设、捣固,1.028

,,,,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。,0.000

,1,T3-1,1,标准砖直形砖基础,m3,1.000,29.64,1.140,6.84,,0.855

,2,T3-2,2,标准砖圆、弧形砖基础,m3,1.000,34.84,1.340,8.04,,1.005

,3,T3-6,3,加气砼砌块（600×240×150）,m3,1.000,23.40,0.900,5.40,,0.675

,4,T3-7,4,硅酸盐空心砌块（390×190×190）,m3,1.000,28.86,1.110,6.66,,0.833

,5,T3-27,5,标准砖1/2砖外墙,m3,1.000,41.34,1.590,9.54,,1.193

,6,T3-29,6,混合砂浆标准砖1砖外墙,m3,1.000,35.88,1.380,8.28,,1.035

,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,,1.185

,8,T3-31,8,标准砖1/2砖内墙,m3,1.000,39.78,1.530,9.18,,1.148

,9,T3-33,9,标准砖1砖内墙,m3,1.000,32.76,1.260,7.56,,0.945

,10,T3-34,10,标准砖1砖弧形内墙,m3,1.000,37.70,1.450,8.70,,1.088

,11,T3-42,11,墙基防潮层防水砂浆,10m2,1.000,17.68,0.680,4.08,搅拌、运输、浇捣、抹面、养护,0.510

,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,0.668

,13,TT3-B-1,13,八五多孔砖1砖墙,m3,1.000,35.88,1.380,7.50,,0.938

,14,TT3-B-2,14,八五多孔砖/2砖墙,m3,1.000,42.64,1.640,8.90,,1.113

,15,TT3-B-3,15,八五多孔砖1砖弧形墙,m3,1.000,,,8.65,,1.081

,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,,1.274

,17,TT3-B6,17,八五砖砖基础,m3,1.000,34.06,1.310,7.86,,0.983

,18,TT3-B7,18,八五砖圆弧形砖基础,m3,1.000,37.70,1.450,8.70,,1.088

,19,TT3-B8,19,八五砖1砖外墙,m3,1.000,39.78,1.530,9.18,,1.148

,20,TT3-B9,20,八五砖11/2砖外墙,m3,1.000,37.96,1.460,8.76,,1.095

,21,TT3-B10,21,八五砖1砖弧形外墙,m3,1.000,45.76,1.760,10.56,,1.320

,22,TT3-B11,22,八五砖11/2砖弧形外墙,m3,1.000,43.42,1.670,10.02,,1.253

,23,TT3-B14,23,八五砖1/2砖外墙,m3,1.000,45.76,1.760,10.56,,1.320

,24,TT3-B16,24,八五砖1/2砖弧形外墙,m3,1.000,52.78,2.030,12.18,,1.523

,25,TT3-B18,25,八五砖1/2砖内墙,m3,1.000,44.20,1.700,10.20,,1.275

,26,TT3-B20,26,八五砖1砖内墙,m3,1.000,36.40,1.400,8.40,,1.050

,27,TT3-B75,27,八五砖围墙,m3,1.000,40.56,1.560,9.36,,1.170

,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,,3.525

,29,TT3-B79,29,八五砖地沟,m3,1.000,33.28,1.280,7.68,,0.960

,30,TT3-B80,30,小型砌体,m3,1.000,61.36,2.360,14.16,,1.770

,,,,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。,0.000

,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,7.219

,2,T4-2,2,钢筋电渣压力焊接头,10个头,1.000,166.14,6.390,2.73,,0.341

,3,T4-5,3,阳台出水口制作,10只,1.000,251.68,9.680,2.77,,0.347

,4,T4-25,4,预埋铁件制作60*60,100只,1.000,550.94,21.190,9.87,,1.234

,5,T4-26,5,预埋铁件制作100*100,100只,1.000,550.94,21.190,15.02,,1.877

,6,T4-27,6,晒衣架制作,100只,1.000,1550.64,23.280,24.36,,3.045

,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）,18.113

,,,,五、混凝土工程,,,,,,,0.000

,,,,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。,0.000

,1,T5-2,1,现浇混凝土条形基础无梁式,m3,1.000,19.50,0.750,4.50,,0.563

,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,,0.563

,3,T5-5,3,现浇满堂(板式)基础无梁式,m3,1.000,18.20,0.700,4.20,,0.525

,4,T5-6,4,现浇满堂(板式)基础有梁式,m3,1.000,21.32,0.820,4.92,,0.615

,5,T5-7,5,现浇桩承台独立柱基,m3,1.000,19.50,0.750,4.50,,0.563

,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,,0.570

,7,T5-13,7,现浇矩形柱,m3,1.000,49.92,1.920,11.52,,1.440

,8,T5-14,8,现浇圆形多边形柱,m3,1.000,53.56,2.060,12.36,,1.545

,9,T5-15,9,现浇LT+型柱,m3,1.000,58.50,2.250,13.50,,1.688

,10,T5-16,10,现浇构造柱,m3,1.000,84.50,3.250,19.50,,2.438

,11,T5-17,11,现浇基础梁地坑支撑梁,m3,1.000,19.76,0.760,4.56,,0.570

,12,T5-18,12,现浇单梁框架梁连续梁,m3,1.000,36.40,1.400,8.40,,1.050

,13,T5-19,13,现浇异形梁挑梁,m3,1.000,38.48,1.480,8.88,,1.110

,14,T5-20,14,现浇圈梁,m3,1.000,49.92,1.920,11.52,,1.440

,15,T5-21,15,现浇过梁,m3,1.000,65.78,2.530,15.18,,1.898

,16,T5-22,16,现浇拱形梁,m3,1.000,49.92,1.920,11.52,,1.440

,17,T5-24,17,现浇砼挡土墙和地下室墙,m3,1.000,31.46,1.210,7.26,,0.908

,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,,1.290

,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,,1.178

,20,T5-27,20,现浇后浇墙带,m3,1.000,55.64,2.140,12.84,,1.605

,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,,0.443

,22,T5-29,22,现浇电梯井壁,m3,1.000,75.66,2.910,17.46,,2.183

,23,T5-32,23,现浇有梁板,m3,1.000,29.12,1.120,6.72,,0.840

,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,,0.923

,25,T5-33,25,现浇无梁板,m3,1.000,27.04,1.040,6.24,,0.780

,26,T5-34,26,现浇平板,m3,1.000,32.50,1.250,7.50,,0.938

,27,T5-35,27,现浇拱板,m3,1.000,45.76,1.760,10.56,,1.320

,28,T5-36,28,现浇后浇板带,m3,1.000,37.70,1.450,8.70,,1.088

,29,T5-37,29,现浇楼梯直形,10m2,1.000,101.40,3.900,23.40,,2.925

,30,T5-38,30,现浇楼梯圆弧形,10m2,1.000,116.48,4.480,26.88,,3.360

,31,T5-39,31,现浇雨篷板式,10m2,1.000,48.10,1.850,11.10,,1.388

,32,T5-40,32,现浇雨篷复式,10m2,1.000,58.50,2.250,13.50,,1.688

,33,T5-41,33,现浇阳台,10m2,1.000,80.86,3.110,18.66,,2.333

,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,,1.485

,35,T5-43,35,现浇地沟,m3,1.000,34.06,1.310,7.86,,0.983

,36,T5-44,36,现浇栏板,m3,1.000,65.78,2.530,15.18,,1.898

,37,T5-45,37,现浇现浇扶手下嵌轴线柱,10m,1.000,39.78,1.530,9.18,,1.148

,38,T5-48,38,现浇天檐沟竖向挑板,m3,1.000,60.84,2.340,14.04,,1.755

,39,T5-49,39,现浇压顶,m3,1.000,55.64,2.140,12.84,,1.605

,40,T5-50,40,现浇小型构件,m3,1.000,63.44,2.440,14.64,,1.830

,41,T5-51,41,现浇台阶,10m2,1.000,64.48,2.480,14.88,,1.860

,42,T5-59,42,现场预制过梁,m3,1.000,27.56,1.060,6.36,,0.795

,43,T5-77,43,现场预制小型构件,m3,1.000,81.64,3.140,18.84,,2.355

,44,T5-77-1,44,砼井圈制作,m3,1.000,81.64,3.140,18.84,,2.355

,45,T5-95,45,预制沟盖板,m3,1.000,36.66,1.410,8.46,,1.058

,46,T5-134,46,钢筋砼池底平底,m3,1.000,39.52,1.520,9.12,,1.140

,47,T5-135,47,钢筋砼池底锥形底,m3,1.000,39.52,1.520,9.12,,1.140

,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,,1.335

,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,,1.335

,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,,1.335

,51,T5-139,51,钢筋砼池壁矩形壁壁厚15cm内,m3,1.000,46.28,1.780,10.68,,1.335

,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,,1.335

,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,,1.335

,54,T5-142,54,钢筋砼池无梁盖,m3,1.000,39.52,1.520,9.12,,1.140

,55,T5-143,55,钢筋砼池肋形盖,m3,1.000,39.52,1.520,9.12,,1.140

,56,T5-145,56,无梁盖池柱,m3,1.000,39.26,1.510,9.06,,1.133

,57,T5-147,57,壁基梁,m3,1.000,39.52,1.520,9.12,,1.140

,58,T5-162,58,砼钢筋砼地沟底,m3,1.000,22.36,0.860,5.16,,0.645

,59,T5-163,59,砼钢筋砼地沟壁,m3,1.000,41.34,1.590,9.54,,1.193

,60,T5-164,60,砼钢筋砼地沟顶,m3,1.000,24.70,0.950,5.70,,0.713

,,,,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。,0.000

,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,,0.443

,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,,0.443

,3,T5-174,3,现浇满堂(板式)基础无梁式,m3,1.000,6.24,0.240,3.30,,0.413

,4,T5-175,4,现浇满堂(板式)基础有梁式,m3,1.000,7.28,0.280,3.84,,0.480

,5,T5-176,5,现浇桩承台独立柱基,m3,1.000,7.80,0.300,3.54,,0.443

,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,,0.450

,7,T5-181,7,现浇矩形柱,m3,1.000,19.76,0.760,9.06,,1.133

,8,T5-182,8,现浇圆形多边形柱,m3,1.000,21.06,0.810,9.66,,1.208

,9,T5-183,9,现浇LT+型柱,m3,1.000,23.14,0.890,10.56,,1.320

,10,T5-184,10,现浇基础梁地坑支撑梁,m3,1.000,7.80,0.300,3.60,,0.450

,11,T5-185,11,现浇单梁框架梁连续梁,m3,1.000,14.56,0.560,6.60,,0.825

,12,T5-186,12,现浇异形梁挑梁,m3,1.000,15.08,0.580,6.96,,0.870

,13,T5-187,13,现浇圈梁,m3,1.000,19.76,0.760,9.06,,1.133

,14,T5-188,14,现浇过梁,m3,1.000,25.74,0.990,11.82,,1.478

,15,T5-189,15,现浇拱形梁,m3,1.000,19.76,0.760,9.06,,1.133

,16,T5-191,16,现浇砼挡土墙和地下室墙,m3,1.000,12.48,0.480,5.70,,0.713

,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,,1.013

,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,,0.923

,19,T5-194,19,现浇后浇墙带,m3,1.000,21.84,0.840,10.02,,1.253

,20,T5-196,20,现浇电梯井壁,m3,1.000,29.64,1.140,13.62,,1.703

,21,T5-199,21,现浇有梁板,m3,1.000,11.44,0.440,5.28,,0.660

,22,T5-200,22,现浇无梁板,m3,1.000,10.66,0.410,4.92,,0.615

,23,T5-201,23,现浇平板,m3,1.000,13.00,0.500,5.94,,0.743

,24,T5-202,24,现浇拱板,m3,1.000,18.20,0.700,8.28,,1.035

,25,T5-203,25,现浇楼梯直形,10m2,1.000,40.04,1.540,18.36,,2.295

,26,T5-204,26,现浇楼梯圆弧形,10m2,1.000,45.76,1.760,21.00,,2.625

,27,T5-205,27,现浇雨篷板式,10m2,1.000,18.98,0.730,8.70,,1.088

,28,T5-206,28,现浇雨篷复式,10m2,1.000,23.14,0.890,10.56,,1.320

,29,T5-207,29,现浇阳台,10m2,1.000,31.98,1.230,14.64,,1.830

,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,,1.163

,31,T5-209,31,现浇天檐沟竖向挑板,m3,1.000,23.92,0.920,10.98,,1.373

,32,T5-210,32,现浇台阶,10m2,1.000,25.48,0.980,11.70,,1.463

,,,,六、金属结构工程,,,,,,,0.000

,1,T6-40,1,楼梯栏杆扁圆钢,m,1.000,936.00,36.000,1.42,其中：制作0.87工时、安装0.55工时,0.177

,,,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,0.217

,,,3,楼梯栏杆钢管,m,,,,2.15,其中：制作1.60工时、安装0.55工时,0.269

,,,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,0.184

,,,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,0.218

,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,0.263

,3,T6-42,7,栅栏围墙,t,1.000,1874.86,72.110,100.80,其中：制作67.20工时、安装33.6工时,12.600

,,,,七、构件运输及安装工程,,,,,,,0.000

,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,0.645

,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。,0.840

,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,0.188

,4,T7-111,4,小型构件接头灌缝,m3,1.000,27.30,1.050,6.30,同上,0.788

,,,,八、木结构工程,,,,,,,0.000

,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,2.408

,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,0.308

,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,0.083

,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,11.730

,,,,九、屋、平、立面防水及保温隔热工程,,,,,,,0.000

,1,T9-4,1,水泥砂浆粉挂瓦条断面20×30mm间距315mm,10m2,1.000,16.12,0.620,3.72,浇水、弹线、调运砂浆、抹面。,0.465

,2,T9-5,2,水泥砂浆粉挂瓦条断面20×30mm间距345mm,10m2,1.000,14.56,0.560,3.36,同上,0.420

,3,T9-6,3,水泥砂浆粉挂瓦条断面20×30mm间距356mm,10m2,1.000,14.04,0.540,3.24,同上,0.405

,4,T9-7,4,铺水泥彩瓦,10m2,1.000,19.50,0.750,4.50,切割、铺瓦,0.563

,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）、钻孔固定封檐瓦、色浆密封,0.450

,6,T9-9,6,水泥彩瓦封山瓦,10m,1.000,22.10,0.850,5.10,同上,0.638

,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,0.855

,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,1.515

,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,0.285

,10,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,2.168

,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,0.788

,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,,0.825

,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,,0.825

,14,T9-212,14,屋面楼地面保温隔热水泥珍珠岩块,m3,1.000,14.56,0.560,3.36,清扫底层、铺设块料,0.420

,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,0.420

,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,0.353

,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,0.750

,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,3.428

,,,,十、厂区道路及排水工程,,,,,0.00,,0.000

,1,T11-1,1,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,0.113

,2,T11-2,2,整理路床旧路基整理,10m2,1.000,10.14,0.390,2.34,同上,0.293

,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,0.233

,4,T11-8,4,道路道碴垫层每增减1cm,10m2,1.000,0.52,0.020,0.12,,0.015

,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,0.863

,6,T11-11,6,铺砼方格砖路面苏J9501-10-6,10m2,1.000,23.92,0.920,5.52,同上,0.690

,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,2.423

,8,T11-13,8,广场砖无图案,10m2,1.000,71.50,2.750,16.50,同上,2.063

,9,T11-14,9,铺彩色道板苏J9501-10-7,10m2,1.000,34.84,1.340,8.04,同上,1.005

,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,1.395

,11,T11-16,11,砼路沿苏J9508-46-B,10m,1.000,36.66,1.410,8.46,同上,1.058

,12,T11-17,12,砼路沿苏J9508-46-C,10m,1.000,25.22,0.970,5.82,同上,0.728

,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,1.238

,14,T11-19,14,砼路面面层每增减1cm,10m2,1.000,2.60,0.100,0.60,同上,0.075

,15,T11-20,15,砼井(池)底,m3,1.000,20.02,0.770,4.62,搅拌及养护砼,0.578

,16,T11-21,16,砼井(池)壁,m3,1.000,49.14,1.890,11.34,同上,1.418

,17,T11-22,17,砼井(池)顶,10m,1.000,31.72,1.220,7.32,同上,0.915

,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,0.240

,19,T11-24,19,成品砼板构件安装板,m3,1.000,21.58,0.830,4.98,同上,0.623

,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,0.458

,21,T11-27,21,方形砖砌窨井化(储)粪池,m3,1.000,41.86,1.610,9.66,调制砂浆、砌砖、安装铁爬梯,1.208

,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,1.388

,23,T11-30,23,井池壁抹灰,10m2,1.000,42.90,1.650,9.90,调制砂浆、抹灰,1.238

,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,0.323

,25,T11-32,25,锯缝机锯缝每增加10mm,10m,1.000,2.60,0.100,0.60,,0.075

,26,T11-35,26,混凝土管承插式水泥砂浆接口250mm,10m,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,0.690

,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,0.833

,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,1.118

,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,1.343

,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,1.493

,31,T11-40,31,U-PVC塑料管铺设Φ110mm,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,0.120

,32,T11-41,32,U-PVC塑料管铺设Φ160mm,10m,1.000,4.68,0.180,1.08,同上,0.135

,33,T11-42,33,U-PVC塑料管铺设Φ200mm,10m,1.000,4.68,0.180,1.08,同上,0.135

,34,T11-43,34,U-PVC塑料管铺设Φ250mm,10m,1.000,5.98,0.230,1.38,同上,0.173

,35,T11-44,35,U-PVC塑料管铺设Φ315mm,10m,1.000,7.02,0.270,1.62,同上,0.203

,,,,十一、楼地面工程,,,,,,,0.000

,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,0.360

,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,0.564

,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,0.925

,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,1.034

,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、调运砂浆、抹平、压实,0.476

,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,0.598

,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,0.598

,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,0.646

,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,,4.529

,10,T12-25,10,水泥砂浆台阶10m2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,1.911

,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,0.449

,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,0.326

,13,T12-90,13,300×300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。,2.842

,14,T12-92,14,400×400地砖楼地面(水泥砂浆),10m2,1.000,93.52,3.340,18.17,同上,2.271

,15,T12-96,15,800×800地砖楼地面(水泥砂浆),10m2,1.000,102.76,3.670,19.96,同上,2.496

,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,4.264

,17,T12-100,17,地砖楼梯(水泥砂浆),10m2,1.000,303.24,10.830,58.92,同上,7.364

,18,T12-101,18,地砖台阶(水泥砂浆),10m2,1.000,171.36,6.120,33.29,同上,4.162

,19,T12-102,19,地砖踢脚线(水泥砂浆),10m,1.000,30.52,1.090,5.93,同上,0.741

,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,1.666

,21,T12-173,21,砼大门斜坡,10m2,1.000,72.80,2.800,15.23,同上,1.904

,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,,1.836

,23,T12-175,23,砼明沟,10m,1.000,67.34,2.590,14.09,挖、运土、夯底、铺垫层、浇捣砼、调制砂浆、砌砖、抹面,1.761

,24,T12-177,24,八五砖明沟,10m,1.000,96.46,3.710,20.18,同上,2.523

,,,,十二、墙柱面工程,,,,,,,0.000

,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。,1.190

,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,1.047

,3,T13-13,3,砼外墙面墙裙抹水泥砂浆,10m2,1.000,48.62,1.870,10.17,同上,1.272

,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,1.129

,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,1.047

,6,T13-17,6,钢丝网墙抹水泥砂浆,10m2,1.000,43.94,1.690,9.19,同上,1.149

,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,1.047

,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,1.129

,9,T13-20,9,阳台雨篷抹水泥砂浆,10m2,1.000,212.94,8.190,44.55,同上,5.569

,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,4.644

,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,3.862

,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,2.108

,13,T13-24,13,零星项目抹水泥砂浆,10m2,1.000,85.54,3.290,17.90,同上,2.237

,14,T13-25,14,砼装饰线条抹水泥砂浆,10m2,1.000,191.10,7.350,39.98,同上,4.998

,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,2.020

,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,1.564

,17,T13-30,17,砖外墙面抹混合砂浆,10m2,1.000,42.64,1.640,8.92,同上,1.115

,18,T13-31,18,砖内墙面抹混合砂浆,10m2,1.000,37.18,1.430,7.78,同上,0.972

,19,T13-32,19,砼外墙面抹混合砂浆,10m2,1.000,45.76,1.760,9.57,同上,1.197

,20,T13-33,20,砼内墙面抹混合砂浆,10m2,1.000,40.30,1.550,8.43,同上,1.054

,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,1.149

,22,T13-36,22,轻质墙面抹混合砂浆,10m2,1.000,40.04,1.540,8.38,同上,1.047

,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,1.958

,24,T13-40,24,矩形砼柱、梁面抹混合砂浆,10m2,1.000,57.46,2.210,12.02,同上,1.503

,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,1.047

,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,1.129

,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,0.326

,28,T13-117,28,内墙面墙裙砂浆粘贴瓷砖200×300mm,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、擦缝、清洁面层。,3.318

,29,T13-118,29,柱梁面砂浆粘贴瓷砖200×300mm,10m2,1.000,156.80,5.600,30.46,同上,3.808

,30,T13-119,30,零星项目砂浆粘贴瓷砖200×300mm,10m2,1.000,173.04,6.180,33.62,同上,4.202

,31,T13-120,31,墙面花瓷砖腰线200×65mm,10m,1.000,11.76,0.420,2.28,同上,0.286

,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、清洁面层。,3.862

,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,4.230

,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,4.889

,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,5.936

,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,4.699

,37,TT13-129-1,37,零星项目纸板饰面砖面砖勾缝墙面、墙裙,10m2,1.000,251.44,8.980,48.85,同上,6.106

,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,5.134

,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,6.678

,40,T13-131,40,化学锚栓干挂面砖1000×800,10m2,1.000,246.96,8.820,47.98,1、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。,5.998

,41,T13-132,41,钢丝网挂贴面砖1000×800,10m2,1.000,233.52,8.340,45.37,同上,5.671

,42,T13-133,42,型钢龙骨干挂面砖1000×800,10m2,1.000,207.76,7.420,40.36,同上,5.046

,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。,4.107

,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,4.536

,,,,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、罩面及压光。,0.000

,1,T14-113,1,现浇砼天棚水泥砂浆面,10m2,1.000,42.90,1.650,8.98,,1.122

,2,T14-114,2,预制砼天棚水泥砂浆面,10m2,1.000,47.84,1.840,10.01,,1.251

,3,T14-115,3,现浇砼天棚混合砂浆面,10m2,1.000,39.26,1.510,8.21,,1.027

,4,T14-117,4,钢板网天棚混合砂浆二遍,10m2,1.000,36.14,1.390,7.56,,0.945

,,,,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。,0.000

,1,T19-1,1,砌墙脚手架里架子高3.60m内,10m2,1.000,2.68,0.103,0.62,,0.077

,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,,0.500

,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,,0.618

,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,,0.753

,5,T19-5,5,斜道高12m内,座,1.000,159.12,6.120,36.72,,4.590

,6,T19-7,6,满堂脚手架基本层高5m内,10m2,1.000,26.08,1.003,6.02,,0.752

,7,T19-7-1,7,基础砼浇捣脚手架,10m2,1.000,7.82,0.301,1.81,,0.226

,8,T19-10,8,抹灰脚手架高3.60m内,10m2,1.000,0.21,0.008,0.05,,0.006

,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,,0.223

,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,,0.135

,11,T19-14,11,高压线防护架,10m,1.000,117.94,4.536,27.22,,3.402

,12,T19-21,12,金属过道防护棚工期5个月,10m2,1.000,25.04,0.963,5.78,,0.722

,13,T19-23,13,电梯井字架搭设高度20m内,座,1.000,226.46,8.710,52.26,,6.533

,14,T19-24,14,电梯井字架搭设高度30m内,座,1.000,348.40,13.400,80.40,,10.050

,15,T19-25,15,电梯井字架搭设高度40m内,座,1.000,512.72,19.720,118.32,,14.790

,16,T19-26,16,电梯井字架搭设高度50m内,座,1.000,751.92,28.920,173.52,,21.690

,17,,17,斜道H≤12m,座,,,,39.98,包括搭拆,4.998

,18,,18,斜道H≤20m,座,,,,97.78,包括搭拆,12.222

,19,,19,搭拆搅拌机棚,10m2,,,,8.40,,1.050

,20,,20,搭拆卷扬机棚,10m2,,,,4.20,,0.525

,21,,21,清洗保养扣件,100只,,,,5.78,,0.722

,22,,22,脚手钢管调直,100根,,,,14.28,,1.785

,,,,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。,0.000

,1,T20-1,1,砼垫层,10m2,1.000,108.68,4.180,25.08,,3.135

,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,,2.183

,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,,1.988

,4,T20-6,4,无梁式钢筋砼满堂基础组合钢模板,10m2,1.000,68.64,2.640,15.84,,1.980

,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,,2.565

,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,,2.370

,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,,1.883

,8,T20-25,8,矩形柱组合钢模板,10m2,1.000,104.78,4.030,24.18,,3.023

,9,T20-26,9,矩形柱复合木模板,10m2,1.000,83.72,3.220,19.32,,2.415

,10,T20-27,10,＋LT形柱组合钢模板,10m2,1.000,157.30,6.050,36.30,,4.538

,11,T20-28,11,＋LT形柱复合木模板,10m2,1.000,125.84,4.840,29.04,,3.630

,12,T20-29,12,圆多边形柱木模板,10m2,1.000,127.14,4.890,29.34,,3.668

,13,T20-30,13,构造柱组合钢模板,10m2,1.000,130.52,5.020,30.12,,3.765

,14,T20-31,14,构造柱复合木模板,10m2,1.000,104.52,4.020,24.12,,3.015

,15,T20-32,15,基础梁组合钢模板,10m2,1.000,62.66,2.410,14.46,,1.808

,16,T20-33,16,基础梁复合木模板,10m2,1.000,50.18,1.930,11.58,,1.448

,17,T20-34,17,挑梁单梁连续梁框架梁组合钢模板,10m2,1.000,103.48,3.980,23.88,,2.985

,18,T20-35,18,挑梁单梁连续梁框架梁复合木模板,10m2,1.000,82.68,3.180,19.08,,2.385

,19,T20-36,19,拱形梁复合木模板,10m2,1.000,143.78,5.530,33.18,,4.148

,20,T20-37,20,弧形梁复合木模板,10m2,1.000,123.76,4.760,28.56,,3.570

,21,T20-38,21,异形梁组合钢模板,10m2,1.000,132.86,5.110,30.66,,3.833

,22,T20-39,22,异形梁复合木模板,10m2,1.000,106.08,4.080,24.48,,3.060

,23,T20-40,23,圈梁地坑支撑梁组合钢模板,10m2,1.000,79.82,3.070,18.42,,2.303

,24,T20-41,24,圈梁地坑支撑梁复合木模板,10m2,1.000,63.96,2.460,14.76,,1.845

,25,T20-42,25,过梁组合钢模板,10m2,1.000,113.36,4.360,26.16,,3.270

,26,T20-43,26,过梁复合木模板,10m2,1.000,90.74,3.490,20.94,,2.618

,27,T20-44,27,依附于梁上的砼线条,10m,1.000,8.58,0.330,1.98,,0.248

,28,T20-45,28,地下室内墙组合钢模板,10m2,1.000,77.22,2.970,17.82,,2.228

,29,T20-46,29,地下室内墙复合木模板,10m2,1.000,61.62,2.370,14.22,,1.778

,30,T20-47,30,地下室外墙墙厚300mm组合钢模板,10m2,1.000,77.22,2.970,17.82,,2.228

,31,T20-48,31,地下室外墙墙厚300mm复合木模板,10m2,1.000,61.62,2.370,14.22,,1.778

,32,T20-49,32,直形墙组合钢模板,10m2,1.000,71.50,2.750,16.50,,2.063

,33,T20-50,33,直形墙复合木模板,10m2,1.000,57.46,2.210,13.26,,1.658

,34,T20-51,34,电梯井壁组合钢模板,10m2,1.000,76.18,2.930,17.58,,2.198

,35,T20-52,35,电梯井壁复合木模板,10m2,1.000,60.84,2.340,14.04,,1.755

,36,T20-55,36,弧形墙复合木模板,10m2,1.000,86.84,3.340,20.04,,2.505

,37,T20-56,37,现浇板厚度10cm内组合钢模板,10m2,1.000,71.50,2.750,16.50,,2.063

,38,T20-57,38,现浇板厚度10cm内复合木模板,10m2,1.000,57.46,2.210,13.26,,1.658

,39,T20-58,39,现浇板厚度20cm内组合钢模板,10m2,1.000,86.06,3.310,19.86,,2.483

,40,T20-59,40,现浇板厚度20cm内复合木模板,10m2,1.000,68.90,2.650,15.90,,1.988

,41,T20-60,41,现浇板厚度30cm内组合钢模板,10m2,1.000,103.22,3.970,23.82,,2.978

,42,T20-61,42,现浇板厚度30cm内复合木模板,10m2,1.000,82.68,3.180,19.08,,2.385

,43,T20-62,43,现浇板厚度50cm以内组合钢模板,10m2,1.000,134.16,5.160,30.96,,3.870

,44,T20-63,44,现浇板厚度50cm以内复合木模板,10m2,1.000,107.38,4.130,24.78,,3.098

,45,T20-66,45,拱形板,10m2,1.000,173.42,6.670,40.02,,5.003

,46,T20-67,46,后浇板带模板、支撑增加费最底层支撑工期5个月内,10m,1.000,,,0.00,,0.000

,47,T20-69,47,楼梯组合钢模板,10m2,1.000,276.12,10.620,63.72,,7.965

,48,T20-70,48,楼梯复合木模板,10m2,1.000,221.00,8.500,51.00,,6.375

,49,T20-71,49,水平挑沿板式雨篷组合钢模板,10m2,1.000,167.44,6.440,38.64,,4.830

,50,T20-72,50,水平挑沿板式雨篷复合木模板,10m2,1.000,133.90,5.150,30.90,,3.863

,51,T20-73,51,复式雨篷组合钢模板,10m2,1.000,179.92,6.920,41.52,,5.190

,52,T20-74,52,复式雨篷复合木模板,10m2,1.000,144.04,5.540,33.24,,4.155

,53,T20-75,53,阳台组合钢模板,10m2,1.000,187.72,7.220,43.32,,5.415

,54,T20-76,54,阳台复合木模板,10m2,1.000,150.28,5.780,34.68,,4.335

,55,T20-77,55,圆弧形楼梯木模板,10m2,1.000,270.92,10.420,62.52,,7.815

,56,T20-78,56,台阶,10m2,1.000,45.24,1.740,10.44,,1.305

,57,T20-79,57,圆弧形板式雨篷钢支撑木模板,10m2,1.000,149.50,5.750,34.50,,4.313

,58,T20-80,58,圆弧形复式雨篷钢支撑木模板,10m2,1.000,186.94,7.190,43.14,,5.393

,59,T20-81,59,圆弧形阳台钢支撑木模板,10m2,1.000,207.22,7.970,47.82,,5.978

,60,T20-82,60,竖向挑板栏板组合钢模板,10m2,1.000,91.26,3.510,21.06,,2.633

,61,T20-83,61,竖向挑板栏板复合木模板,10m2,1.000,107.12,4.120,24.72,,3.090

,62,T20-85,62,檐沟小型构件木模板,10m2,1.000,95.68,3.680,22.08,,2.760

,63,T20-86,63,池槽木模板,10m2,1.000,107.12,4.120,24.72,,3.090

,64,T20-87,64,地沟组合钢模板,10m2,1.000,96.46,3.710,22.26,,2.783

,65,T20-88,65,地沟复合木模板,10m2,1.000,77.22,2.970,17.82,,2.228

,66,T20-89,66,压顶组合钢模板,10m2,1.000,93.86,3.610,21.66,,2.708

,67,T20-90,67,压顶复合木模板,10m2,1.000,75.14,2.890,17.34,,2.168

,68,T20-99,68,标准砖侧模,m2,1.000,13.26,0.510,3.06,,0.383

,69,T20-100,69,标准半砖侧模,m2,1.000,9.36,0.360,2.16,,0.270

,70,,70,八五砖侧模,m2,1.000,13.26,0.510,3.36,,0.420

,71,,71,八五半砖侧模,m2,1.000,9.36,0.360,2.34,,0.293

,72,T20-221,72,砼池底平底,10m2,1.000,118.79,4.520,27.12,,3.390

,73,T20-223,73,钢筋砼池底平底,10m2,1.000,152.35,5.730,34.38,,4.298

,74,T20-224,74,钢筋砼池壁圆形壁,10m2,1.000,119.08,4.560,27.36,,3.420

,75,T20-225,75,钢筋砼池壁矩形壁,10m2,1.000,75.14,2.890,17.34,,2.168

,76,T20-226,76,钢筋砼池无梁盖,10m2,1.000,82.42,3.170,19.02,,2.378

,77,T20-227,77,钢筋砼池肋形盖,10m2,1.000,95.94,3.690,22.14,,2.768

,78,T20-228,78,钢筋砼池球形盖,10m2,1.000,205.38,7.830,46.98,,5.873

,79,T20-229,79,无梁盖池柱,10m2,1.000,133.64,5.140,30.84,,3.855

,80,T20-230,80,沉淀池水槽,10m2,1.000,135.98,5.230,31.38,,3.923

,81,T20-231,81,壁基梁,10m2,1.000,175.50,6.750,40.50,,5.063

,82,T20-246,82,砼钢筋砼地沟底,10m2,1.000,81.12,3.120,18.72,,2.340

,83,T20-247,83,砼钢筋砼地沟壁,10m2,1.000,68.12,2.620,15.72,,1.965

,84,T20-248,84,砼钢筋砼地沟顶,10m2,1.000,80.60,3.100,18.60,,2.325

,85,TT20-3-1,85,无梁式带形基础(弧形)复合木模板,10m2,1.000,78.78,3.030,18.18,,2.273

,86,TT20-7-1,86,无梁式钢筋砼满堂基础(弧形)复合木模板,10m2,1.000,71.24,2.740,16.44,,2.055

,87,TT20-9-1,87,有梁式钢筋砼满堂基础凸出梁复合木模板,10m2,1.000,92.30,3.550,21.30,,2.663

,88,TT20-32-1,88,斜基础梁组合钢模板,10m2,1.000,72.02,2.770,16.62,,2.078

,89,TT20-33-1,89,斜基础梁复合木模板,10m2,1.000,57.72,2.220,13.32,,1.665

,90,TT20-34-1,90,斜挑梁、单梁、连续梁、框架梁组合钢模板,10m2,1.000,119.08,4.580,27.48,,3.435

,91,TT20-35-1,91,斜挑梁、单梁、连续梁、框架梁复合木模板,10m2,1.000,95.16,3.660,21.96,,2.745

,92,TT20-36-1,92,斜拱形梁复合木模板,10m2,1.000,165.36,6.360,38.16,,4.770

,93,TT20-37-1,93,斜弧形梁复合木模板,10m2,1.000,142.22,5.470,32.82,,4.103

,94,TT20-38-1,94,斜异形梁组合钢模板,10m2,1.000,152.88,5.880,35.28,,4.410

,95,TT20-39-1,95,斜异形梁复合木模板,10m2,1.000,121.94,4.690,28.14,,3.518

,96,TT20-41-1,96,弧形圈梁复合木模板,10m2,1.000,95.94,3.690,22.14,,2.768

,97,TT20-56-1,97,现浇斜板厚度10cm内组合钢模板,10m2,1.000,93.08,3.580,21.48,,2.685

,98,TT20-56-2,98,(阶梯教室、体育台)现浇板厚度10cm内组合钢模板,10m2,1.000,85.80,3.300,19.80,,2.475

,99,TT20-57-1,99,现浇斜板厚度10cm内复合木模板,10m2,1.000,74.62,2.870,17.22,,2.153

,100,TT20-57-2,100,(阶梯教室、体育台)现浇板厚度10cm内复合木模板,10m2,1.000,68.