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1、內(nèi) 部 施 工 定 額,序號(hào),定額號(hào),序號(hào),項(xiàng)目名稱,計(jì)量 單位,工程量,單價(jià),工時(shí),工作內(nèi)容,人工費(fèi),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、拋土或裝筐、修整底邊,大家好:一,我上的哪內(nèi)部定額是我們企業(yè)根據(jù)現(xiàn)場(chǎng)的實(shí)際情況,現(xiàn)場(chǎng)操作工人完成單位工程數(shù)所需要的實(shí)際工作小時(shí),根據(jù)實(shí)踐證明現(xiàn)場(chǎng)80以上的施工人員能完成,20的施工人員能完成此定額的130。10的人能完成定額的152。2,TT1-3-1,2,配合機(jī)械挖土,1000m3,1.000,14.88,0.620,55.00,包括人工修邊坡、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內(nèi)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內(nèi)取土、碎土、找平、潑水、夯實(shí)(兩遍為準(zhǔn)),5,T1-103,5,基(槽)坑回填土松填,m3,1.000,3.84,0.160,0.96,包括5m內(nèi)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內(nèi)取土、碎土、找平、潑水、夯實(shí)(兩遍為準(zhǔn)),二、打樁及基礎(chǔ)墊層,1,T2-101,1,人工鑿灌注砼樁頭,m3,1.000,67.92,2.830,16

3、.98,準(zhǔn)備工具、劃線、鑿樁頭砼、露出鋼筋、清除碎碴、運(yùn)出坑1m外,2,T2-102,2,人工鑿預(yù)制方(管)樁頭,10根,1.000,87.36,3.640,21.84,同上,3,T2-108,3,碎石干鋪墊層,m3,1.000,14.40,0.600,3.60,鋪設(shè)墊層、找平、夯實(shí),4,T2-111,4,碎磚干鋪墊層,m3,1.000,13.68,0.570,3.42,同上,5,T2-117,5,碎石和砂墊層電動(dòng)夯實(shí)機(jī),m3,1.000,16.80,0.700,4.20,同上,6,T2-120,6,砼無筋墊層,m3,1.000,35.62,1.370,8.22,砼攪拌、購入商品砼、泵送、非泵

4、送、鋪設(shè)、搗固,三、砌筑工程,1、清理地槽、遞磚、調(diào)制砂漿、砌磚。 2、砌磚過梁、砌平拱、模板制作、安裝、拆除 3、安放預(yù)制過梁板、墊塊、木磚。,1,T3-1,1,標(biāo)準(zhǔn)磚直形磚基礎(chǔ),m3,1.000,29.64,1.140,6.84,2,T3-2,2,標(biāo)準(zhǔn)磚圓、弧形磚基礎(chǔ),m3,1.000,34.84,1.340,8.04,3,T3-6,3,加氣砼砌塊(600240150),m3,1.000,23.40,0.900,5.40,4,T3-7,4,硅酸鹽空心砌塊(390190190) ,m3,1.000,28.86,1.110,6.66,5,T3-27,5,標(biāo)準(zhǔn)磚1/2磚外墻,m3,1.000,4

5、1.34,1.590,9.54,6,T3-29,6,混合砂漿標(biāo)準(zhǔn)磚1磚外墻,m3,1.000,35.88,1.380,8.28,7,T3-30,7,混合砂漿標(biāo)準(zhǔn)磚1磚弧形外墻,m3,1.000,41.08,1.580,9.48,8,T3-31,8,標(biāo)準(zhǔn)磚1/2磚內(nèi)墻,m3,1.000,39.78,1.530,9.18,9,T3-33,9,標(biāo)準(zhǔn)磚1磚內(nèi)墻,m3,1.000,32.76,1.260,7.56,10,T3-34,10,標(biāo)準(zhǔn)磚1磚弧形內(nèi)墻,m3,1.000,37.70,1.450,8.70,11,T3-42,11,墻基防潮層防水砂漿,10m2,1.000,17.68,0.680,4.0

6、8,攪拌、運(yùn)輸、澆搗、抹面、養(yǎng)護(hù),12,T3-43,12,墻基防潮層防水砼6cm厚,10m2,1.000,23.14,0.890,5.34,攪拌、運(yùn)輸、澆搗、抹面、養(yǎng)護(hù),13,TT3-B-1,13,八五多孔磚1磚墻,m3,1.000,35.88,1.380,7.50,14,TT3-B-2,14,八五多孔磚/2磚墻,m3,1.000,42.64,1.640,8.90,15,TT3-B-3,15,八五多孔磚1磚弧形墻,m3,1.000,8.65,16,TT3-B-4,16,八五多孔磚1/2磚弧形墻,m3,1.000,48.62,1.870,10.19,17,TT3-B6,17,八五磚磚基礎(chǔ),m3,

7、1.000,34.06,1.310,7.86,18,TT3-B7,18,八五磚圓弧形磚基礎(chǔ),m3,1.000,37.70,1.450,8.70,19,TT3-B8,19,八五磚1磚外墻,m3,1.000,39.78,1.530,9.18,20,TT3-B9,20,八五磚1 1/2磚外墻,m3,1.000,37.96,1.460,8.76,21,TT3-B10,21,八五磚1磚弧形外墻,m3,1.000,45.76,1.760,10.56,22,TT3-B11,22,八五磚1 1/2磚弧形外墻,m3,1.000,43.42,1.670,10.02,23,TT3-B14,23,八五磚1/2磚外墻,

8、m3,1.000,45.76,1.760,10.56,24,TT3-B16,24,八五磚1/2磚弧形外墻,m3,1.000,52.78,2.030,12.18,25,TT3-B18,25,八五磚1/2磚內(nèi)墻,m3,1.000,44.20,1.700,10.20,26,TT3-B20,26,八五磚1磚內(nèi)墻,m3,1.000,36.40,1.400,8.40,27,TT3-B75,27,八五磚圍墻,m3,1.000,40.56,1.560,9.36,28,TT3-B78,28,八五磚砌磚臺(tái)階(水平投影面積),10m2,1.000,135.46,5.210,28.20,29,TT3-B79,29,八

9、五磚地溝,m3,1.000,33.28,1.280,7.68,30,TT3-B80,30,小型砌體,m3,1.000,61.36,2.360,14.16,四、鋼筋工程,包括鋼筋除銹、制作、綁扎、安裝,將鋼筋彎曲、焊接、固定,并做好落手清工作。,1,T4-1,1,鋼筋制作、綁扎,t,1.000,330.46,12.710,57.75,其中:制作25.98工時(shí)、綁扎31.77工時(shí),2,T4-2,2,鋼筋電渣壓力焊接頭,10個(gè)頭,1.000,166.14,6.390,2.73,3,T4-5,3,陽臺(tái)出水口制作,10只,1.000,251.68,9.680,2.77,4,T4-25,4,預(yù)埋鐵件制作6

10、0*60,100只,1.000,550.94,21.190,9.87,5,T4-26,5,預(yù)埋鐵件制作100*100,100只,1.000,550.94,21.190,15.02,6,T4-27,6,曬衣架制作,100只,1.000,1550.64,23.280,24.36,7,T4-28,7,角鐵井字架搭設(shè),座,1.000,29.64,1.140,144.90,其中:搭設(shè)87.15工時(shí)、拆除57.75工時(shí)(按六層樓計(jì)算),五、混凝土工程,A、自拌砼,包括混凝土攪拌、水平運(yùn)輸、澆搗、養(yǎng)護(hù) ,并做好落手清工作。 ,1,T5-2,1,現(xiàn)澆混凝土條形基礎(chǔ)無梁式,m3,1.000,19.50,0.75

11、0,4.50,2,T5-3,2,現(xiàn)澆混凝條形土基礎(chǔ)有梁式,m3,1.000,19.50,0.750,4.50,3,T5-5,3,現(xiàn)澆滿堂(板式)基礎(chǔ)無梁式,m3,1.000,18.20,0.700,4.20,4,T5-6,4,現(xiàn)澆滿堂(板式)基礎(chǔ)有梁式,m3,1.000,21.32,0.820,4.92,5,T5-7,5,現(xiàn)澆樁承臺(tái) 獨(dú)立柱基,m3,1.000,19.50,0.750,4.50,6,T5-11,6,現(xiàn)澆混凝土設(shè)備基礎(chǔ)塊體20m3內(nèi),m3,1.000,19.76,0.760,4.56,7,T5-13,7,現(xiàn)澆矩形柱,m3,1.000,49.92,1.920,11.52,8,T5-

12、14,8,現(xiàn)澆圓形多邊形柱,m3,1.000,53.56,2.060,12.36,9,T5-15,9,現(xiàn)澆L T +型柱,m3,1.000,58.50,2.250,13.50,10,T5-16,10,現(xiàn)澆構(gòu)造柱,m3,1.000,84.50,3.250,19.50,11,T5-17,11,現(xiàn)澆基礎(chǔ)梁地坑支撐梁,m3,1.000,19.76,0.760,4.56,12,T5-18,12,現(xiàn)澆單梁框架梁連續(xù)梁,m3,1.000,36.40,1.400,8.40,13,T5-19,13,現(xiàn)澆異形梁挑梁,m3,1.000,38.48,1.480,8.88,14,T5-20,14,現(xiàn)澆圈梁,m3,1.0

13、00,49.92,1.920,11.52,15,T5-21,15,現(xiàn)澆過梁,m3,1.000,65.78,2.530,15.18,16,T5-22,16,現(xiàn)澆拱形梁,m3,1.000,49.92,1.920,11.52,17,T5-24,17,現(xiàn)澆砼擋土墻和地下室墻,m3,1.000,31.46,1.210,7.26,18,T5-25,18,現(xiàn)澆地面以上直(圓)形墻200mm內(nèi),m3,1.000,44.72,1.720,10.32,19,T5-26,19,現(xiàn)澆地面以上直(圓)形墻200mm外,m3,1.000,40.82,1.570,9.42,20,T5-27,20,現(xiàn)澆后澆墻帶,m3,1.0

14、00,55.64,2.140,12.84,21,T5-28,21,現(xiàn)澆依附于梁 墻上的砼線條,10m,1.000,15.34,0.590,3.54,22,T5-29,22,現(xiàn)澆電梯井壁,m3,1.000,75.66,2.910,17.46,23,T5-32,23,現(xiàn)澆有梁板,m3,1.000,29.12,1.120,6.72,24,TT5-32-1,24,階梯教室、體育看臺(tái)鋸齒形底板,m3,1.000,31.98,1.230,7.38,25,T5-33,25,現(xiàn)澆無梁板,m3,1.000,27.04,1.040,6.24,26,T5-34,26,現(xiàn)澆平板,m3,1.000,32.50,1.25

15、0,7.50,27,T5-35,27,現(xiàn)澆拱板,m3,1.000,45.76,1.760,10.56,28,T5-36,28,現(xiàn)澆后澆板帶,m3,1.000,37.70,1.450,8.70,29,T5-37,29,現(xiàn)澆樓梯直形,10m2,1.000,101.40,3.900,23.40,30,T5-38,30,現(xiàn)澆樓梯圓 弧形,10m2,1.000,116.48,4.480,26.88,31,T5-39,31,現(xiàn)澆雨篷板式,10m2,1.000,48.10,1.850,11.10,32,T5-40,32,現(xiàn)澆雨篷復(fù)式,10m2,1.000,58.50,2.250,13.50,33,T5-41

16、,33,現(xiàn)澆陽臺(tái),10m2,1.000,80.86,3.110,18.66,34,T5-42,34,現(xiàn)澆樓梯 雨篷 陽臺(tái)砼含量每增減1m3,m3,1.000,51.48,1.980,11.88,35,T5-43,35,現(xiàn)澆地溝,m3,1.000,34.06,1.310,7.86,36,T5-44,36,現(xiàn)澆欄板,m3,1.000,65.78,2.530,15.18,37,T5-45,37,現(xiàn)澆現(xiàn)澆扶手 下嵌 軸線柱,10m,1.000,39.78,1.530,9.18,38,T5-48,38,現(xiàn)澆天 檐溝豎向挑板,m3,1.000,60.84,2.340,14.04,39,T5-49,39,現(xiàn)

17、澆壓頂,m3,1.000,55.64,2.140,12.84,40,T5-50,40,現(xiàn)澆小型構(gòu)件,m3,1.000,63.44,2.440,14.64,41,T5-51,41,現(xiàn)澆臺(tái)階,10m2,1.000,64.48,2.480,14.88,42,T5-59,42,現(xiàn)場(chǎng)預(yù)制過梁,m3,1.000,27.56,1.060,6.36,43,T5-77,43,現(xiàn)場(chǎng)預(yù)制小型構(gòu)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,預(yù)制溝蓋板,m3,1.000,36.66,1.41

18、0,8.46,46,T5-134,46,鋼筋砼池底平底,m3,1.000,39.52,1.520,9.12,47,T5-135,47,鋼筋砼池底錐形底,m3,1.000,39.52,1.520,9.12,48,T5-136,48,鋼筋砼池壁圓形壁壁厚15cm內(nèi),m3,1.000,46.28,1.780,10.68,49,T5-137,49,鋼筋砼池壁圓形壁壁厚25cm內(nèi),m3,1.000,46.28,1.780,10.68,50,T5-138,50,鋼筋砼池壁圓形壁壁厚30cm內(nèi),m3,1.000,46.28,1.780,10.68,51,T5-139,51,鋼筋砼池壁矩形壁壁厚15cm內(nèi),m

19、3,1.000,46.28,1.780,10.68,52,T5-140,52,鋼筋砼池壁矩形壁壁厚25cm內(nèi),m3,1.000,46.28,1.780,10.68,53,T5-141,53,鋼筋砼池壁矩形壁壁厚30cm內(nèi),m3,1.000,46.28,1.780,10.68,54,T5-142,54,鋼筋砼池?zé)o梁蓋,m3,1.000,39.52,1.520,9.12,55,T5-143,55,鋼筋砼池肋形蓋,m3,1.000,39.52,1.520,9.12,56,T5-145,56,無梁蓋池柱,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 鋼筋砼地溝底,m3,1.000,22.36,0.860,5.16,59,T5-163,59,砼 鋼筋砼地溝壁,m3,1.000,41.34,1.590,9.54,60,T5-164,60,砼 鋼筋砼地溝頂,m3,1.000,24.70,0.950,5.70,B、自拌泵送砼,包括混凝土攪拌、泵送、澆搗、養(yǎng)護(hù),并做好落手清工作。,1,T5-171,1,現(xiàn)澆混凝土條形基礎(chǔ)無梁式,m3,1.000,7.80,0.300,3.54,2,T5-172,2,現(xiàn)澆混凝條形土基礎(chǔ)有梁式,m3,1.000,7.80,0.300,3.54,3,T

21、5-174,3,現(xiàn)澆滿堂(板式)基礎(chǔ)無梁式,m3,1.000,6.24,0.240,3.30,4,T5-175,4,現(xiàn)澆滿堂(板式)基礎(chǔ)有梁式,m3,1.000,7.28,0.280,3.84,5,T5-176,5,現(xiàn)澆樁承臺(tái) 獨(dú)立柱基,m3,1.000,7.80,0.300,3.54,6,T5-179,6,現(xiàn)澆混凝土設(shè)備基礎(chǔ)塊體20m3內(nèi),m3,1.000,7.80,0.300,3.60,7,T5-181,7,現(xiàn)澆矩形柱,m3,1.000,19.76,0.760,9.06,8,T5-182,8,現(xiàn)澆圓形多邊形柱,m3,1.000,21.06,0.810,9.66,9,T5-183,9,現(xiàn)澆L

22、 T +型柱,m3,1.000,23.14,0.890,10.56,10,T5-184,10,現(xiàn)澆基礎(chǔ)梁地坑支撐梁,m3,1.000,7.80,0.300,3.60,11,T5-185,11,現(xiàn)澆單梁框架梁連續(xù)梁,m3,1.000,14.56,0.560,6.60,12,T5-186,12,現(xiàn)澆異形梁挑梁,m3,1.000,15.08,0.580,6.96,13,T5-187,13,現(xiàn)澆圈梁,m3,1.000,19.76,0.760,9.06,14,T5-188,14,現(xiàn)澆過梁,m3,1.000,25.74,0.990,11.82,15,T5-189,15,現(xiàn)澆拱形梁,m3,1.000,19.

23、76,0.760,9.06,16,T5-191,16,現(xiàn)澆砼擋土墻和地下室墻,m3,1.000,12.48,0.480,5.70,17,T5-192,17,現(xiàn)澆地面以上直(圓)形墻200mm內(nèi),m3,1.000,17.68,0.680,8.10,18,T5-193,18,現(xiàn)澆地面以上直(圓)形墻200mm外,m3,1.000,16.12,0.620,7.38,19,T5-194,19,現(xiàn)澆后澆墻帶,m3,1.000,21.84,0.840,10.02,20,T5-196,20,現(xiàn)澆電梯井壁,m3,1.000,29.64,1.140,13.62,21,T5-199,21,現(xiàn)澆有梁板,m3,1.0

24、00,11.44,0.440,5.28,22,T5-200,22,現(xiàn)澆無梁板,m3,1.000,10.66,0.410,4.92,23,T5-201,23,現(xiàn)澆平板,m3,1.000,13.00,0.500,5.94,24,T5-202,24,現(xiàn)澆拱板,m3,1.000,18.20,0.700,8.28,25,T5-203,25,現(xiàn)澆樓梯直形,10m2,1.000,40.04,1.540,18.36,26,T5-204,26,現(xiàn)澆樓梯圓 弧形,10m2,1.000,45.76,1.760,21.00,27,T5-205,27,現(xiàn)澆雨篷板式,10m2,1.000,18.98,0.730,8.70

25、,28,T5-206,28,現(xiàn)澆雨篷復(fù)式,10m2,1.000,23.14,0.890,10.56,29,T5-207,29,現(xiàn)澆陽臺(tái),10m2,1.000,31.98,1.230,14.64,30,T5-208,30,現(xiàn)澆樓梯 雨篷 陽臺(tái)砼含量每增減1m3,m3,1.000,20.28,0.780,9.30,31,T5-209,31,現(xiàn)澆天 檐溝豎向挑板,m3,1.000,23.92,0.920,10.98,32,T5-210,32,現(xiàn)澆臺(tái)階,10m2,1.000,25.48,0.980,11.70,六、金屬結(jié)構(gòu)工程,1,T6-40,1,樓梯欄桿扁圓鋼,m,1.000,936.00,36.0

26、00,1.42,其中:制作0.87工時(shí)、安裝0.55工時(shí),2,樓梯欄桿扁方鋼,m,1.73,其中:制作1.18工時(shí)、安裝0.55工時(shí),3,樓梯欄桿鋼管,m,2.15,其中:制作1.60工時(shí)、安裝0.55工時(shí),4,陽臺(tái)欄桿扁圓鋼,m,1.47,其中:制作0.84工時(shí)、安裝0.63工時(shí),5,陽臺(tái)欄桿扁方鋼,m,1.74,其中:制作1.11工時(shí)、安裝0.63工時(shí),2,T6-41,6,陽臺(tái)欄桿鋼管,m,1.000,451.62,17.370,2.10,其中:制作1.47工時(shí)、安裝0.63工時(shí),3,T6-42,7,柵欄圍墻,t,1.000,1874.86,72.110,100.80,其中:制作67.20

27、工時(shí)、安裝33.6工時(shí),七、構(gòu)件運(yùn)輸及安裝工程,1,T7-72,1,過梁安裝塔式起重機(jī),m3,1.000,22.36,0.860,5.16,構(gòu)件翻身、就位、加固、安裝、校正、焊接固定,2,T7-93,2,小型構(gòu)件安裝塔式起重機(jī),m3,1.000,29.12,1.120,6.72,1、構(gòu)件翻身就位(或場(chǎng)內(nèi)運(yùn)輸)、加固、吊裝、校正、焊接固定。2、拼裝臺(tái)制作、搭設(shè)、拆除。,3,T7-109,3,過梁接頭灌縫,m3,1.000,6.50,0.250,1.50,清理基層、模板制作、安裝、拆除、混凝土人工攪拌、澆搗、養(yǎng)護(hù),4,T7-111,4,小型構(gòu)件接頭灌縫,m3,1.000,27.30,1.050,6

28、.30,同上,八、木結(jié)構(gòu)工程,1,T8-43,1,檁木圓木,m3,1.000,83.46,3.210,19.26,制作、安裝檁木、檁托木(或墊木),伸入墻內(nèi)部分刷防腐油,2,T8-52,2,檁木上釘椽子及掛瓦條,10m2,1.000,10.66,0.410,2.46,檁條上釘椽子,3,T8-56,3,砼或鋼檁條上上釘三角木,10m,1.000,2.86,0.110,0.66,制作、安裝三角木,4,T8-65,4,木樓梯,10m2,1.000,406.64,15.640,93.84,制作安裝樓梯踏步、樓梯平臺(tái)楞木及樓板,伸入墻身部分,九、屋、平、立面防水及保溫隔熱工程,1,T9-4,1,水泥砂漿

29、粉掛瓦條 斷面2030mm 間距315mm,10m2,1.000,16.12,0.620,3.72,澆水、彈線、調(diào)運(yùn)砂漿、抹面。,2,T9-5,2,水泥砂漿粉掛瓦條 斷面2030mm 間距345mm,10m2,1.000,14.56,0.560,3.36,同上,3,T9-6,3,水泥砂漿粉掛瓦條 斷面2030mm 間距356mm,10m2,1.000,14.04,0.540,3.24,同上,4,T9-7,4,鋪水泥彩瓦,10m2,1.000,19.50,0.750,4.50,切割、鋪瓦,5,T9-8,5,水泥彩瓦脊瓦,10m,1.000,15.60,0.600,3.60,調(diào)運(yùn)砂漿、安裝脊瓦(件

30、)、鉆孔固定封檐瓦、色漿密封,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,防水砂漿防水屋面有分格縫25mm,10m2,1.000,29.64,1.140,6.84,清理基層、刷水泥漿、砂漿攪拌、抹灰、分格、分格縫內(nèi)嵌油膏,8,T9-72,8,細(xì)石砼防水屋面有分格縫40mm,10m2,1.000,52.52,2.020,12.12,撒細(xì)砂、干鋪油氈一層、拌和砼、澆搗、分格、分格縫內(nèi)嵌油膏,9,T9-157,9,墻面嵌木絲板伸縮縫,10m,1.000,9.88,0.380,2.28,熬制瀝青、瑪碲脂、浸木板、油浸麻絲填縫,10,

31、T9-179,10,地下室底板 墻鋼板止水帶,10m,1.000,75.14,2.890,17.34,鋼(紫銅)板裁剪、焊接成型、鋪設(shè),11,T9-181,11,地下室底板 墻橡膠(塑料)止水帶,10m,1.000,27.30,1.050,6.30,裁剪止水帶、接頭、安裝,12,T9-183,12,伸縮縫(變形縫)處止水帶橡膠止水帶,10m,1.000,28.60,1.100,6.60,13,T9-184,13,伸縮縫(變形縫)處止水帶塑料止水帶,10m,1.000,28.60,1.100,6.60,14,T9-212,14,屋面 樓地面保溫隔熱水泥珍珠巖塊,m3,1.000,14.56,0.

32、560,3.36,清掃底層、鋪設(shè)塊料,15,T9-213,15,屋面 樓地面保溫隔熱瀝青珍珠巖塊,m3,1.000,14.56,0.560,3.36,同上,16,T9-214,16,屋面 樓地面保溫隔熱加氣砼塊,m3,1.000,12.22,0.470,2.82,同上,17,T9-215,17,屋面 樓地面保溫隔熱現(xiàn)澆水泥珍珠巖,m3,1.000,26.00,1.000,6.00,清掃底層、調(diào)制混合料并鋪填,18,T9-216,18,屋面 樓地面保溫隔熱聚苯乙烯泡沫板,m3,1.000,118.82,4.570,27.42,清掃底層、鋪設(shè)塊料,十、廠區(qū)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,將路床坎坷不平處進(jìn)行平整,2,T11-2,2,整理路床舊路基整理,10m2,1.000,10.14,0.390,2.34,同上,3,T11-7,3,道路道碴墊層10cm,10m2,1.000,8.06,0.310,1.86,路槽上鋪筑墊層、找平、碾壓,4,T11-8,4,道路道碴墊層每增減1cm,10m2,1.000,0.52,0.020,0.12,5,T11-10,5,鋪預(yù)制塊路面蘇J9501-10-5,10m2,1.000,29.90,1.150,6.90,鋪砂墊層、預(yù)制砼塊,掃縫,6,T11-11,6,鋪砼方格

34、磚路面蘇J9501-10-6,10m2,1.000,23.92,0.920,5.52,同上,7,T11-12,7,廣場(chǎng)磚有圖案,10m2,1.000,83.98,3.230,19.38,鋪結(jié)合層及貼塊料面層,砂漿嵌縫,8,T11-13,8,廣場(chǎng)磚無圖案,10m2,1.000,71.50,2.750,16.50,同上,9,T11-14,9,鋪彩色道板蘇J9501-10-7,10m2,1.000,34.84,1.340,8.04,同上,10,T11-15,10,砼路牙及路沿蘇J9508-46-A,10m,1.000,48.36,1.860,11.16,挖地溝、鋪墊層、攪搗砼墊層、鋪路牙沿、勾縫,1

35、1,T11-16,11,砼路沿蘇J9508-46-B,10m,1.000,36.66,1.410,8.46,同上,12,T11-17,12,砼路沿蘇J9508-46-C,10m,1.000,25.22,0.970,5.82,同上,13,T11-18,13,砼路面面層10cm厚,10m2,1.000,42.90,1.650,9.90,支、立、拆模、攪搗砼、抹面(隨搗隨抹)養(yǎng)護(hù),14,T11-19,14,砼路面面層每增減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,攪拌及養(yǎng)護(hù)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)頂,10m,1.000,31.72,1.220,7.32,同上,18,T11-23,18,成品砼構(gòu)件安裝井蓋及井座,套,1.000,8.32,0.320,1.92,蓋板運(yùn)輸、安裝、砂漿填穩(wěn),19,T11-24,19,成品砼板構(gòu)件安裝板,m3,1.000,21.58,0.830,4.98,同上,20,T11-25,20,鑄鐵蓋板安裝,套,1.000,15.86,0.610,3.66,成品鑄蓋板安放固定,21,T11-27,21,方形磚砌窨井 化(儲(chǔ))糞池,m3,1.0

37、00,41.86,1.610,9.66,調(diào)制砂漿、砌磚、安裝鐵爬梯,22,T11-29,22,圓形磚砌窨井 化(儲(chǔ))糞池,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,調(diào)制砂漿、抹灰,24,T11-31,24,鋸縫機(jī)鋸縫深50mm,10m,1.000,11.18,0.430,2.58,清掃、沖洗、劃線定位、切縫,25,T11-32,25,鋸縫機(jī)鋸縫每增加10mm,10m,1.000,2.60,0.100,0.60,26,T11-35,26,混凝土管承插式水泥砂漿接口250mm,10m,

38、1.000,23.92,0.920,5.52,清理、鋪管、調(diào)制接口材料、接口、抹砂漿、養(yǎng)護(hù),27,T11-36,27,混凝土管承插式水泥砂漿接口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漿接口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漿接口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漿接口500mm,10m,1.000,51.74,1.990,11.94,同上,31,T

39、11-40,31,U-PVC塑料管鋪設(shè) 110mm,10m,1.000,4.16,0.160,0.96,清理基坑、下管、截管、鋪管、涂膠等全部工序,32,T11-41,32,U-PVC塑料管鋪設(shè) 160mm,10m,1.000,4.68,0.180,1.08,同上,33,T11-42,33,U-PVC塑料管鋪設(shè) 200mm,10m,1.000,4.68,0.180,1.08,同上,34,T11-43,34,U-PVC塑料管鋪設(shè) 250mm,10m,1.000,5.98,0.230,1.38,同上,35,T11-44,35,U-PVC塑料管鋪設(shè) 315mm,10m,1.000,7.02,0.27

40、0,1.62,同上,十一、樓地面工程,1,T12-7,1,碎磚干鋪墊層,m3,1.000,13.78,0.530,2.88,拌和、鋪設(shè)、找平、夯實(shí),2,T12-10,2,道碴干鋪墊層,m3,1.000,21.58,0.830,4.52,鋪設(shè)、找平、夯實(shí),3,T12-11,3,砼不分格墊層,m3,1.000,35.36,1.360,7.40,砼攪拌、搗固、養(yǎng)護(hù),4,T12-12,4,砼分格墊層,m3,1.000,39.52,1.520,8.27,砼攪拌、搗固、養(yǎng)護(hù),5,T12-15,5,水泥砂漿找平層(20mm)砼或硬基層上,10m2,1.000,18.20,0.700,3.81,清理基層、調(diào)運(yùn)

41、砂漿、抹平、壓實(shí),6,T12-16,6,水泥砂漿找平層(20mm)在填充材料上,10m2,1.000,22.88,0.880,4.79,清理基層、調(diào)運(yùn)砂漿、抹平、壓實(shí),7,T12-18,7,細(xì)石砼找平層40mm,10m2,1.000,22.88,0.880,4.79,細(xì)石砼攪拌、搗平、壓實(shí)、養(yǎng)護(hù),8,T12-22,8,水泥砂漿樓地面20mm,10m2,1.000,24.70,0.950,5.17,清理基層、調(diào)運(yùn)砂漿、抹面、壓光、養(yǎng)護(hù),9,T12-24,9,水泥砂漿樓梯 10m2水平投影面積,10m2,1.000,173.16,6.660,36.23,10,T12-25,10,水泥砂漿臺(tái)階 10

42、m2水平投影面積,10m2,1.000,73.06,2.810,15.29,清理基層、調(diào)運(yùn)砂漿、抹面、壓光、養(yǎng)護(hù),11,T12-26,11,水泥砂漿加漿抹光隨搗隨抹厚5mm,10m2,1.000,17.16,0.660,3.59,清理基層、調(diào)運(yùn)砂漿、抹面、壓光、養(yǎng)護(hù),12,T12-27,12,水泥砂漿踢腳線,10m,1.000,12.48,0.480,2.61,清理基層、調(diào)運(yùn)砂漿、抹面、壓光、養(yǎng)護(hù),13,T12-90,13,300300地磚樓地面(水泥砂漿),10m2,1.000,117.04,4.180,22.74,清理基層、鋸板磨細(xì)、貼地磚、擦縫、清理凈面、調(diào)制水泥砂漿、刷素水泥漿。,14

43、,T12-92,14,400400地磚樓地面(水泥砂漿),10m2,1.000,93.52,3.340,18.17,同 上,15,T12-96,15,800800地磚樓地面(水泥砂漿),10m2,1.000,102.76,3.670,19.96,同 上,16,T12-98,16,地磚多色簡(jiǎn)單圖案鑲貼樓地面(水泥砂漿),10m2,1.000,175.56,6.270,34.11,同 上,17,T12-100,17,地磚樓梯(水泥砂漿),10m2,1.000,303.24,10.830,58.92,同 上,18,T12-101,18,地磚臺(tái)階(水泥砂漿),10m2,1.000,171.36,6.1

44、20,33.29,同 上,19,T12-102,19,地磚踢腳線(水泥砂漿),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、鋪墊層、澆搗砼、調(diào)制砂漿、抹面,21,T12-173,21,砼大門斜坡,10m2,1.000,72.80,2.800,15.23,同上,22,T12-174,22,水泥砂漿婁蹉做在地面砼斜坡或鋼筋砼斜坡上,10m2,1.000,70.20,2.700,14.69,23,T12-175,23,砼明溝,10m,1.000,67.34,2.590,14.

45、09,挖、運(yùn)土、夯底、鋪墊層、澆搗砼、調(diào)制砂漿、砌磚、抹面,24,T12-177,24,八五磚明溝,10m,1.000,96.46,3.710,20.18,同上,十二、墻柱面工程,1,T13-11,1,磚外墻面 墻裙抹水泥砂漿,10m2,1.000,45.50,1.750,9.52,1、清理、修補(bǔ)、濕潤(rùn)基層表面,堵墻眼、調(diào)運(yùn)砂漿、清掃落地灰。 2、刷漿、抹灰找平、灑水濕潤(rùn)、罩面壓光。,2,T13-12,2,磚內(nèi)墻面 墻裙抹水泥砂漿,10m2,1.000,40.04,1.540,8.38,同上,3,T13-13,3,砼外墻面 墻裙抹水泥砂漿,10m2,1.000,48.62,1.870,10.1

46、7,同上,4,T13-14,4,砼內(nèi)墻面 墻裙抹水泥砂漿,10m2,1.000,43.16,1.660,9.03,同上,5,T13-15,5,輕質(zhì)墻 墻裙抹水泥砂漿,10m2,1.000,40.04,1.540,8.38,同上,6,T13-17,6,鋼絲網(wǎng)墻抹水泥砂漿,10m2,1.000,43.94,1.690,9.19,同上,7,T13-18,7,磚墻內(nèi)墻面上二遍水泥砂漿刮糙(毛坯),10m2,1.000,40.04,1.540,8.38,同上,8,T13-19,8,砼墻內(nèi)墻面上二遍水泥砂漿刮糙(毛坯),10m2,1.000,43.16,1.660,9.03,同上,9,T13-20,9,陽

47、臺(tái) 雨篷抹水泥砂漿,10m2,1.000,212.94,8.190,44.55,同上,10,T13-21,10,單獨(dú)門窗套 窗臺(tái) 壓頂抹水泥砂漿,10m2,1.000,177.58,6.830,37.16,同上,11,T13-22,11,挑沿 天溝 腰線 欄桿 扶手抹水泥砂漿,10m2,1.000,147.68,5.680,30.90,同上,12,T13-23,12,遮陽板 欄板抹水泥砂漿,10m2,1.000,80.60,3.100,16.86,同上,13,T13-24,13,零星項(xiàng)目抹水泥砂漿,10m2,1.000,85.54,3.290,17.90,同上,14,T13-25,14,砼裝飾

48、線條抹水泥砂漿,10m2,1.000,191.10,7.350,39.98,同上,15,T13-28,15,多邊形 圓形砼柱 梁面抹水泥砂漿,10m2,1.000,77.22,2.970,16.16,同上,16,T13-29,16,矩形砼柱 梁面抹水泥砂漿,10m2,1.000,59.80,2.300,12.51,同上,17,T13-30,17,磚外墻面抹混合砂漿,10m2,1.000,42.64,1.640,8.92,同上,18,T13-31,18,磚內(nèi)墻面抹混合砂漿,10m2,1.000,37.18,1.430,7.78,同上,19,T13-32,19,砼外墻面抹混合砂漿,10m2,1.0

49、00,45.76,1.760,9.57,同上,20,T13-33,20,砼內(nèi)墻面抹混合砂漿,10m2,1.000,40.30,1.550,8.43,同上,21,T13-35,21,鋼絲網(wǎng)墻面抹混合砂漿,10m2,1.000,43.94,1.690,9.19,同上,22,T13-36,22,輕質(zhì)墻面抹混合砂漿,10m2,1.000,40.04,1.540,8.38,同上,23,T13-39,23,多邊形 圓形砼柱、梁面抹混合砂漿,10m2,1.000,74.88,2.880,15.67,同上,24,T13-40,24,矩形砼柱、梁面抹混合砂漿,10m2,1.000,57.46,2.210,12.

50、02,同上,25,T13-41,25,磚內(nèi)墻面上二遍 混合砂漿刮糙(毛坯),10m2,1.000,40.04,1.540,8.38,同上,26,T13-42,26,砼內(nèi)墻面上二遍 混合砂漿刮糙(毛坯),10m2,1.000,43.16,1.660,9.03,同上,27,T13-69,27,外墻抹灰面分格縫內(nèi)嵌玻璃條,10m2,1.000,12.48,0.480,2.61,玻璃條制安、劃線分格,28,T13-117,28,內(nèi)墻面 墻裙砂漿粘貼瓷磚200300mm,10m2,1.000,136.64,4.880,26.55,1、清理修補(bǔ)基層表面、打底抹灰、砂漿找平。 2、送料、抹結(jié)合層、貼瓷磚、擦

51、縫、清潔面層。,29,T13-118,29,柱 梁面砂漿粘貼瓷磚200300mm,10m2,1.000,156.80,5.600,30.46,同上,30,T13-119,30,零星項(xiàng)目砂漿粘貼瓷磚200300mm,10m2,1.000,173.04,6.180,33.62,同上,31,T13-120,31,墻面花瓷磚腰線20065mm,10m,1.000,11.76,0.420,2.28,同上,32,T13-123,32,墻面 墻裙砂漿粘貼釉面磚密縫,10m2,1.000,159.04,5.680,30.90,1、清理修補(bǔ)基層、打底抹灰、砂漿找平。 2、選料、抹結(jié)合層、貼面磚、擦(勾)縫、清潔

52、面層。,33,T13-124,33,墻面 墻裙砂漿粘貼釉面磚勾縫,10m2,1.000,174.16,6.220,33.84,同上,34,T13-125,34,零星項(xiàng)目砂漿粘貼釉面磚密縫,10m2,1.000,201.32,7.190,39.11,同上,35,T13-126,35,零星項(xiàng)目砂漿粘貼釉面磚勾縫,10m2,1.000,244.44,8.730,47.49,同上,36,T13-129,36,墻面 墻裙紙板飾面磚勾縫,10m2,1.000,193.48,6.910,37.59,同上,37,TT13-129-1,37,零星項(xiàng)目紙板飾面磚 面磚勾縫 墻面、墻裙,10m2,1.000,251

53、.44,8.980,48.85,同上,38,T13-130,38,零星項(xiàng)目紙板飾面磚勾縫,10m2,1.000,211.40,7.550,41.07,同上,39,TT13-130-1,39,零星項(xiàng)目紙板飾面磚 面磚勾縫 零星項(xiàng)目,10m2,1.000,274.96,9.820,53.42,同上,40,T13-131,40,化學(xué)錨栓干掛面磚1000800,10m2,1.000,246.96,8.820,47.98,1、清理基層,清洗面板、鉆孔成槽、安裝鐵件(螺栓)、掛面板。2、刷膠、打蠟、清理面層等全部操作過程。,41,T13-132,41,鋼絲網(wǎng)掛貼面磚1000800,10m2,1.000,2

54、33.52,8.340,45.37,同上,42,T13-133,42,型鋼龍骨干掛面磚1000800,10m2,1.000,207.76,7.420,40.36,同上,43,T13-150,43,內(nèi)墻面粘貼文化石(砂漿),10m2,1.000,169.12,6.040,32.86,1、清理修補(bǔ)基層表面、打底抹灰、砂漿找平。 2、選料、抹結(jié)合層砂漿(刷粘結(jié)劑)、貼面磚、擦縫、清潔表面。,44,T13-151,44,零星項(xiàng)目粘貼文化石(砂漿),10m2,1.000,186.76,6.670,36.28,同上,十三、天棚工程,1、清理修補(bǔ)基層表面、堵眼、調(diào)運(yùn)砂漿、清掃落地灰。 2、抹灰、找平、罩面及

55、壓光。,1,T14-113,1,現(xiàn)澆砼天棚水泥砂漿面,10m2,1.000,42.90,1.650,8.98,2,T14-114,2,預(yù)制砼天棚水泥砂漿面,10m2,1.000,47.84,1.840,10.01,3,T14-115,3,現(xiàn)澆砼天棚混合砂漿面,10m2,1.000,39.26,1.510,8.21,4,T14-117,4,鋼板網(wǎng)天棚混合砂漿二遍,10m2,1.000,36.14,1.390,7.56,十四、腳手架,1、搭拆腳手架、上料平臺(tái)、安全笆、護(hù)身欄桿和鋪、翻、拆腳手板。 2、拆除后材料場(chǎng)內(nèi)堆放和材料場(chǎng)內(nèi)、外運(yùn)輸。,1,T19-1,1,砌墻腳手架里架子高3.60m內(nèi),10m

56、2,1.000,2.68,0.103,0.62,2,T19-2,2,砌墻腳手架外架子單排高12m內(nèi),10m2,1.000,17.32,0.666,4.00,3,T19-3,3,砌墻腳手架外架子雙排高12m內(nèi),10m2,1.000,21.42,0.824,4.94,4,T19-4,4,砌墻腳手架外架子雙排高20m內(nèi),10m2,1.000,26.10,1.004,6.02,5,T19-5,5,斜道高12m內(nèi),座,1.000,159.12,6.120,36.72,6,T19-7,6,滿堂腳手架基本層高5m內(nèi),10m2,1.000,26.08,1.003,6.02,7,T19-7-1,7,基礎(chǔ)砼澆搗腳

57、手架,10m2,1.000,7.82,0.301,1.81,8,T19-10,8,抹灰腳手架高3.60m內(nèi),10m2,1.000,0.21,0.008,0.05,9,T19-11,9,抹灰腳手架高超過3.60m,在5m內(nèi),10m2,1.000,7.72,0.297,1.78,10,T19-13,10,單獨(dú)柱、梁、墻、油(水)池壁砼澆搗腳手架3.60m以上,10m2,1.000,4.68,0.180,1.08,11,T19-14,11,高壓線防護(hù)架,10m,1.000,117.94,4.536,27.22,12,T19-21,12,金屬過道防護(hù)棚工期5個(gè)月,10m2,1.000,25.04,0.

58、963,5.78,13,T19-23,13,電梯井字架 搭設(shè)高度20m內(nèi),座,1.000,226.46,8.710,52.26,14,T19-24,14,電梯井字架 搭設(shè)高度30m內(nèi),座,1.000,348.40,13.400,80.40,15,T19-25,15,電梯井字架 搭設(shè)高度40m內(nèi),座,1.000,512.72,19.720,118.32,16,T19-26,16,電梯井字架 搭設(shè)高度50m內(nèi),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,搭拆攪拌機(jī)棚,1

59、0m2,8.40,20,20,搭拆卷揚(yáng)機(jī)棚,10m2,4.20,21,21,清洗保養(yǎng)扣件,100只,5.78,22,22,腳手鋼管調(diào)直,100根,14.28,十五、模板工程,木模板及復(fù)合模板制作、鋼模板安裝、拆除、清理、刷潤(rùn)滑劑、場(chǎng)外運(yùn)輸。,1,T20-1,1,砼墊層,10m2,1.000,108.68,4.180,25.08,2,T20-2,2,無梁式帶形基礎(chǔ)組合鋼模板,10m2,1.000,75.66,2.910,17.46,3,T20-4,3,有梁式帶形基礎(chǔ)組合鋼模板,10m2,1.000,68.90,2.650,15.90,4,T20-6,4,無梁式鋼筋砼滿堂基礎(chǔ)組合鋼模板,10m2,

60、1.000,68.64,2.640,15.84,5,T20-8,5,有梁式鋼筋砼滿堂基礎(chǔ)組合鋼模板,10m2,1.000,88.92,3.420,20.52,6,T20-10,6,各種柱基 樁承臺(tái)組合鋼模板,10m2,1.000,82.16,3.160,18.96,7,T20-12,7,塊體設(shè)備基礎(chǔ)單體20m3內(nèi)組合鋼模板,10m2,1.000,65.26,2.510,15.06,8,T20-25,8,矩形柱組合鋼模板,10m2,1.000,104.78,4.030,24.18,9,T20-26,9,矩形柱復(fù)合木模板,10m2,1.000,83.72,3.220,19.32,10,T20-27

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