四川省建筑工程勞動(dòng)量定額、時(shí)間定額和主要施工機(jī)械臺(tái)班產(chǎn)量定額-4

建筑安裝工程勞動(dòng)量定額和主要施工機(jī)械臺(tái)班產(chǎn)量2013年4月第一章建筑安裝工程主要分項(xiàng)工程勞動(dòng)量定額………………2TOC\o"1-5"\h\z一、人力土方工程2二、架子工程3三、砌筑工程建建建建建建建建建建建建建建建建建建建建建建建建建3四、抹灰工程5五、模板工程8六、鋼筋工程9七、砼及鋼筋砼工程（搗制構(gòu)件部分）11八、防水工程13九、變形縫13十、成品排水制品安裝13十一、保溫隔熱14第二章主要施工機(jī)械臺(tái)班產(chǎn)量………………15第一章建筑安裝工程主要分項(xiàng)工程勞動(dòng)量定額、人力土方工程1、人工挖土（工日/山3）土類別挖土方（深度忘挖地槽（溝）土方1.534.56底寬菽山深度任底^0山深度任底寬獲0m深^^1.534.534.561.534.56上0.1260.2820.3430.4100.2310.2920.2020.2550.3310.4070.2420.2950.3710.447二0.1970.3530.4140.4810.3450.4060.3000.3530.4290.5050.3630.4160.4920.568三0.3280.4840.5450.6120.5560.6170.4830.5360.6120.6880.5860.6390.7150.791四0.5170.6730.7340.8010.8410.9020.7270.7270.7800.8560.8870.9401.0161.092續(xù)表土類別挖地坑土方坑底面崛坑底面積匾坑底面積20m坑底面積20m1.534.561.534.561.534.561.534.56上0.3153.368).44：40.48⑶.26i8D.3210.3970.4312).22I60.27’90.3515).43110.2C30.2510.32：(0.38二0.47’51528).6(40.69⑴川)30.4560.532D.60)80.33；/0.3903.46i60.54：2J.3C30.3510.4；90.48三0.77④.827).9030.9910.65.3).7)60.78；2185)80.54：30.5960.67,2).74：80.4890.5360.6))5167四1.17’51.22區(qū).3041.3930.99)01.0431.1191.19153.82I00.87’30.94：91.02153.7380.78?85⑷.922、人工或機(jī)動(dòng)車運(yùn)土石方（工日/山3）項(xiàng)目人工雙（單）輪車機(jī)動(dòng)翻斗車汽車運(yùn)距20m每增加0m運(yùn)距50m每增加m運(yùn)距盥0m每增00m運(yùn)距1km每增加［km土方0.2010.0210.1450.0350.1460.0221.0830.187石方0.2960.0310.2130.0350.2380.0301.7040.2373、人工挖樁（工日/山3）項(xiàng)目樁徑000mm樁徑0:00mm挖孔深度（挖孔深度（W0耳5工5耳5K0K5共5土方一類土:0.8521.0651.2780.8190.9831.1801.416.二類土:1.1401.4251.7101.0961.3151.5781.894三類土:1.4282.4102.8921.8542.2252.6703.204四類土:2.1422.6783.2142.0602.4722.9663.560巖石極軟是:2.4453.0593.6712.3532.8243.3894.067軟巖2.7483.4404.1282.6463.1753.8104.572■較軟是:3.0513.8214.5852.9393.5274.2325.079較堅(jiān)硬巖3.3544.2025.0403.2323.8784.6545.584堅(jiān)硬拿:3.6574.5835.5003.5254.2305.0766.0914、人工灰土、打夯、回填土及場地平整

項(xiàng)目XE/n3工日10m灰土打夯夯填（就地（回填土原土打夯（兩聞地平整基礎(chǔ)地坪夯實(shí)厚度）（墻、柱基槽底寬:基礎(chǔ)地坪150200^500^500綜合1.1000.8330.2450.1990.2000.1820.0710.1430.1180.162二、架子工1、腳手架項(xiàng)目外腳手架工鋼管6整體提升1架里腳手架工日管）滿堂腳手架（鋼籟）力度(Wn)5)0)5單排三雙排:單排三雙排工具;式地（樓）面至架板面地面至架頂高度（★202040608010012010m10m34.567.5每增1.2)綜合0.6000.75)(0.92Q.27’8.6()52.092.7242.7/閶.3￡00.5!5(0.3700.45)00.5500.6,94).8i600.12搭設(shè)0.3000.37'5146@63⑶.8()31.0481.3672.0：網(wǎng).2900.4：L(0.2600.36加4400.5;57).6；880.10拆除0.1800.22⑸.2760.38510.48510.62j0.8150.5J)7).1000.11(0.1100.09)00.1100.1：37).172).02鋪翻為跡1200.15)(0.18⑷.25>4).32110.4173.5420.1）02、支模腳架、獨(dú)立柱架、防護(hù)架項(xiàng)目支模用鋼管排架臺(tái)獨(dú)立柱架7座）工日垂直防護(hù)架!鋼0管）水平防護(hù)架1鋼0管：式000|地面至梁（墻m底高度地面至架頂高度（:三地面至頂橫桿高（W單層雙層34.564.5710152110152025獨(dú)立或卜挑式獨(dú)立或卜挑綜合:1.042.2951.5491.5-)(1.9,鴻.0()(7.2<9013.110.5100.59516580.7(34.503.154.953.79搭設(shè)￡0.76)10.9451.1311.1：.(1.3,您1崎.1)(9.18)0.3600.4200.46，50.4963.152.2053.4652.66拆除30.28；10.3500.4180.48翻.6()(0.9：2(2.19(3.93)0.1500.1750.1930.2(71.350.9451.4851.13注：支模用鋼管排架以雙排立桿為準(zhǔn)3、安全網(wǎng)（工日/10山2）,腳手架鋼管的割斷、調(diào)直及扣件修理挑出式/U工日立掛式/（工日＜平掛、側(cè)1日0m2全封閉密!（衛(wèi)日0山2「割管、鋼管調(diào)直及扣件修理項(xiàng)目‘第一層每翻搭一厘后,謝掛7.立桿里用掛一次/立桿外目割管10口鋼管調(diào)10根引清洗扣10個(gè)1件綜合、0.42)0.3200.18))0.9200.15)0.12()0.1000.2101.4302.00()0.77()搭設(shè)L0.29)0.3200.9200.11)0.08()0.0700.160拆除三0.13）一0.18)）一0.04)0.04()0.0300.050注1、挑出式安全8為跳出如超過者，時(shí)間2定額乘以系數(shù)、2挑出式安全網(wǎng)利用架子挑出者，按秣相應(yīng)項(xiàng)目時(shí)間定額乘以系數(shù)三、砌筑工程1、磚基礎(chǔ)（工日/山3）

項(xiàng)目,帶形條形基礎(chǔ)圓弧形基礎(chǔ)獨(dú)立基礎(chǔ)砌挖孔樁護(hù)壁11磚厚3/磚厚工引磚厚1磚厚＞磚厚綜合「0.9370.9050.8761.0801.0401.1201.4102、磚墻（工日/山3）項(xiàng)目,雙面清水墻單面清水墻多孔磚墻墻厚（mm）空心磚墻墻厚（mm）1/磚1磚3/磚N磚1/磚3/磚1磚3/磚至磚Q50國50>250Q50含50>250綜合:1.3941.2701.2001.1201.5201.4801.2301.1401.0700.9670.9150.8600.9650.8040.71續(xù)表項(xiàng)目混水內(nèi)墻混水外墻1/磚3/4專1磚3/磚及磚1/磚3/4專1磚3/磚N磚綜合1.3801.3401.0200.9940.9171.5001.4401.0901.0401.0103、磚柱（方柱）（工日/山3）項(xiàng)目清水柱混水柱圓、多邊形柱03/2<3/流念X5/磚>M/磚3/2<3/流念X5/磚>”/2專綜合1.8901.4701.3001.7701.3501.2201.8104、零星砌（工日/山3）項(xiàng)目零星砌體溝道壁、地壟墻、地溝、水池磚明溝房上室內(nèi)室外1/磚1、3/流1/磚1磚綜合2.1501.9001.2501.0940.8620.8481.2105、砌塊砌體（工日/山3）項(xiàng)目加氣混凝土砌體厚度）（混凝土空心砌體厚度）（陶粒混凝土砌體厚度）（念00>200念00>200念00>200綜合0.9430.8060.9020.8500.8870.8216、勾縫（工日/山2）項(xiàng)目磚墻磚柱空斗墻砌塊墻原漿加漿加漿加漿平縫凸縫綜合0.2500.5950.6670.4000.0330.0677、預(yù)制構(gòu)件安裝項(xiàng)目混凝土溝蓋板/1塊）窗臺(tái)板（10塊）混凝土門窗過梁10工）日陽臺(tái)欄板安裝/1工日每塊體積曬W每塊體積砧W每塊面積曬^0.040.070.120.040.0712綜合0.37'70.6381.0200.8380.8031.3102.0002.220

四、抹灰工程1、水泥砂漿（工日/10山2）地（樓）面找平層壓光不壓線壓光壓線隨打隨抹（加漿）、階梯式5細(xì)石砼（厚螞而）踢腳線（工日"10m）壓光壓線壓光不壓線壓光不壓線壓光壓線0.5220.5820.7260.3760.4720.9090.8331.0400.396墻面內(nèi)墻、內(nèi)墻裙外墻、外墻裙墻面分格（工日"10m）磚、砼墻石墻磚墻、砼墻面拉毛石墻面壓光麻面1.1201.4901.2501.201.3001.6300.319窗臺(tái)、樓梯、陽臺(tái)、雨縫窗臺(tái)（工日"10m）樓梯斜坡樓梯陽臺(tái)遮陽板雨縫不出沿出沿水平垂直1.0405.5506.0404.0105.9602.0902.5005.000天棚、柱、梁天棚柱梁砼I、方形網(wǎng)）圓形、多角形2出不出搗制預(yù)制（包括抹板縫鋼絲工日/10m1.1101.2701.5602.3602.3101.870防水防水層五層防水層墻面泛水明溝（工日10m）散水坡平面立面平面立面壓光不壓線隨打隨抹0.5680.9511.2401.6600.5220.6950.6380.3242、水磨石（工日/10山2）樓地面踢腳線（10m）門臺(tái)階水池、花樓梯不嵌條:嵌條嵌條分色壇分色不分色機(jī)磨3.6104.4364.836出不出手磨5.8506.6767.0762.25911.59710.583；10.93318.53117.5313、鑲貼塊料面層（工日/10山2）項(xiàng)目樓地麗金樓梯臺(tái)階墻面W800<800>80(X800拼花碎拼掛貼粘貼干掛掛貼青^板塊石、文化單色多色單色多色密縫勾縫綜合,1.63(01.72)1.72(01.81()2.8902.7233.17(02.3315.3103.4505.0006.3135.986（1）大理石、花崗石、石

續(xù)表項(xiàng)目柱面(02)踢腳線k門窗套羨窗臺(tái)為M圓柱腰2戔陰角線息柱墩柱帽小型貼面掛貼粘貼干掛10m10m10m10m綜合6.16(04.00(06.65：10.6805.0003.7381.6161.6425.698；5.9045.980續(xù)表項(xiàng)E線條0m塊料mm)型鋼骨后置件安裝)架及現(xiàn)場加工刷保護(hù)酶1掛貼干掛粘貼制斛三磨半BH邊4斜邊表表面光面.麻面15025035015025035015025035010m綜彳H.5：28L6!51.8：38L8,強(qiáng).1覆.4()2L0!5(1.2(阻.3.5821.580.6;571.8890.7800.4250.510(2)面磚(板)(工日/10山2)項(xiàng)目樓地面貼地面磚①樓地面貼地面彳磚踢腳:200()瑪0屐00)怠0現(xiàn)00)場0遢0()^60060()松0080()方0080()樓梯白臺(tái)階、平面小型”飾>綜合2.5842.2862.1152.0302.2332.3222.4384.7(602.6406.7100.74續(xù)表項(xiàng)目粘貼瓷板規(guī)椅m)粘貼面專紙皮木磚塊土占結(jié)!面0115a5020015020處0020025(020麻0()立面型飾小立面面型飾小門窗面套1腰線10m墻面j柱梁面墻面柱梁面墻面柱梁面墻面綜合「4.5'65.2703.35：23.8623.27(63.7