川省建筑工程劳动量定额、时间定额和主要施工机械台班产量定额

1、建筑安装工程劳动量定额和主要施工机械台班产量绵阳职业技术学院建筑工程系2013年4月目 录第一章 建筑安装工程主要分项工程劳动量定额2一、人力土方工程2二、架子工程3三、砌筑工程3四、抹灰工程5五、模板工程8六、钢筋工程9七、砼及钢筋砼工程（捣制构件部分）11八、防水工程13九、变形缝13十、成品排水制品安装13十一、保温隔热14第二章 主要施工机械台班产量15第一章 建筑安装工程主要分项工程劳动量定额一、人力土方工程 1、人工挖土（工日/m3） 土类别挖土方（深度m）挖地槽（沟）土方1.534.56底宽0.8m，深度 m底宽1.5m，深度 m底宽3.0m，深度 m1.534.534.561.

2、534.56一0.1260.2820.3430.4100.2310.2920.2020.2550.3310.4070.2420.2950.3710.447二0.1970.3530.4140.4810.3450.4060.3000.3530.4290.5050.3630.4160.4920.568三0.3280.4840.5450.6120.5560.6170.4830.5360.6120.6880.5860.6390.7150.791四0.5170.6730.7340.8010.8410.9020.7270.7270.7800.8560.8870.9401.0161.092 续表土类别挖地坑土

3、方坑底面积2.5m2坑底面积5.0m2坑底面积10.0m2坑底面积20.0m21.534.561.534.561.534.561.534.56一0.3150.3680.4440.4830.2680.3210.3970.4320.2260.2790.3550.4310.2030.2510.3200.388二0.4750.5280.6040.6900.4030.4560.5320.6080.3370.3900.4660.5420.3030.3510.4190.488三0.7740.8270.9030.9910.6530.7060.7820.8580.5430.5960.6720.7480.4890

4、.5360.6050.673四1.1751.2281.3041.3930.9901.0431.1191.1950.8200.8730.9491.0250.7380.7860.8540.923 2、人工或机动车运土石方（工日/m3）项目人工双（单）轮车机动翻斗车汽车运距20m每增加10m运距50m每增加50m运距200m每增200m运距1km每增加1km土方0.2010.0210.1450.0350.1460.0221.0830.187石方0.2960.0310.2130.0350.2380.0301.7040.237 3、人工挖桩（工日/m3）项目桩径1000mm桩径1000mm挖孔深度（m）

5、挖孔深度（m）10151515202525土方一类土0.8521.0651.2780.8190.9831.1801.416二类土1.1401.4251.7101.0961.3151.5781.894三类土1.4282.4102.8921.8542.2252.6703.204四类土2.1422.6783.2142.0602.4722.9663.560岩石极软岩2.4453.0593.6712.3532.8243.3894.067软岩2.7483.4404.1282.6463.1753.8104.572较软岩3.0513.8214.5852.9393.5274.2325.079较坚硬岩3.3544

6、.2025.0403.2323.8784.6545.584坚硬岩3.6574.5835.5003.5254.2305.0766.0914、人工灰土、打夯、回填土及场地平整项目工日/m3工日/10m2灰土打夯夯填就地回填土 原土打夯（两遍）场地平整基础地坪夯实厚度（mm）墙、柱基槽底宽（mm）基础地坪150200500500综合1.1000.8330.2450.1990.2000.1820.0710.1430.1180.162二、架子工项目外脚手架（钢管） 工日/10m2整体提升架里脚手架（钢管） 工日/10m2满堂脚手架（钢管） 工日/10m2单排双 排单排双 排工具式地（楼）面至架板面高度（

7、 m）地面至架顶高度（ m）202040608010012010m210m34.567.5每增1.2m综合0.6000.7500.9201.2701.6052.0922.7242.7460.3900.5500.3700.4500.5500.6940.8600.125搭设0.3000.3750.4600.6350.8031.0481.3672.0390.2900.4100.2600.3600.4400.5570.6880.100拆除0.1800.2250.2760.3810.4810.6270.8150.5570.1000.1400.1100.0900.1100.1370.1720.025铺翻板

8、子0.1200.1500.1840.2540.3210.4170.5420.150 1、脚手架 项目支模用钢管排架 工日/10m独立柱架子（工日/座）垂直防护架（钢管） 工日/10m2水平防护架（钢管） 工日/10m2地面至梁（墙）底高度（ m）地面至架顶高度（ m）地面至顶横杆高（ m）单层双层34.564.5710152110152025独立式外挑式独立式外挑式综合1.0421.2951.5491.5901.9803.0607.29013.1100.5100.5950.6580.7034.503.154.953.790搭设0.7610.9451.1311.1101.3802.1405.10

9、09.1800.3600.4200.4650.4963.152.2053.4652.660拆除0.2810.3500.4180.4800.6000.9202.1903.9300.1500.1750.1930.2071.350.9451.4851.130注：支模用钢管排架以双排立杆为准 2、支模脚架、独立柱架、防护架 项目挑出式（工日/10m2）立挂式（工日/10m2）平挂（工日/10m2）全封闭密目网（工日/10m2）割管、钢管调直及扣件修理第一层每翻搭一次最后一次初挂每翻挂一次割管钢管调直清洗扣件立杆里侧立杆外侧100口100根100个综合0.4200.3200.1800.9200.1500

10、.1200.1000.2101.4302.0000.770搭设0.2900.3200.9200.1100.0800.0700.160拆除0.1300.1800.0400.0400.0300.050注：1、挑出式安全网以挑出3m为准，如超过者，时间定额乘以系数1。25； 2、挑出式安全网利用架子挑出者，按相应项目时间定额乘以系数0。77。 3、安全网（工日/10m2），脚手架钢管的割断、调直及扣件修理三、砌筑工程 1、砖基础（工日/m3）项目带形(条形)基础圆弧形基础独立基础砌挖孔桩护壁1砖厚3/2砖厚2砖厚1砖厚1砖厚综合0.9370.9050.8761.0801.0401.1201.410

11、2、砖墙（工日/m3）项目双面清水墙单面清水墙多孔砖墙 墙厚(mm)空心砖墙 墙厚(mm)1/2砖1砖3/2砖2砖1/2砖3/4砖1砖3/2砖2砖150250250150250250综合1.3941.2701.2001.1201.5201.4801.2301.1401.0700.9670.9150.8600.9650.8040.712 续表项目混水内墙混水外墙1/2砖3/4砖1砖3/2砖2砖1/2砖3/4砖1砖3/2砖2砖综合1.3801.3401.0200.9940.9171.5001.4401.0901.0401.010 3、砖柱（方柱）（工日/m3）项目清水柱混水柱圆、多边形柱3/23/

12、2砖25/2砖25/2砖3/23/2砖25/2砖25/2砖综合1.8901.4701.3001.7701.3501.2201.810项目零星砌体沟道壁、地垄墙、地沟、水池砖明沟房上室内室外1/2砖1、3/2砖1/2砖1砖综合2.1501.9001.2501.0940.8620.8481.210 4、零星砌（工日/m3）项目加气混凝土砌块 砌体厚度（mm）混凝土空心砌块 砌体厚度（mm）陶粒混凝土砌块 砌体厚度（mm）200200200200200200综合0.9430.8060.9020.8500.8870.821 5、砌块砌体（工日/m3） 6、勾缝（工日/m2）项目砖墙砖柱空斗墙砌块墙原浆

13、加浆加浆加浆平缝凸缝综合0.2500.5950.6670.4000.0330.067 7、预制构件安装项目混凝土沟盖板（工日/10块）窗台板（10块）混凝土门窗过梁（工日/10根）阳台栏板安装（工日/10m2）每块体积（m3）每块体积（m3）每块面积（m2）0.040.070.120.040.0712综合0.3770.6381.0200.8380.8031.3102.0002.220四、抹灰工程 1、水泥砂浆（工日/10m2）地（楼）面找平层压光不压线压光压线随打随抹（加浆）阶梯式细石砼（厚40mm）踢脚线(工日/10m)压光压线压光不压线压光不压线压光压线0.5220.5820.7260.3

14、760.4720.9090.8331.0400.396墙 面内墙、内墙裙外墙、外墙裙墙面分格(工日/10m)砖、砼墙石墙砖墙、砼墙面拉毛石墙面压光麻面1.1201.4901.2501.201.3001.6300.319窗台、楼梯、阳台、雨缝窗台(工日/10m)楼梯斜坡楼梯阳台遮阳板雨缝不出沿出沿水平垂直1.0405.5506.0404.0105.9602.0902.5005.000天棚、柱、梁天棚柱梁砼方形圆形、多角形出不出捣制预制（包括抹板缝钢丝网）工日/10m21.1101.2701.5602.3602.3101.870防水防水层五层防水层墙面泛水明沟(工日/10m)散水坡平面立面平面立面

15、压光不压线随打随抹0.5680.9511.2401.6600.5220.6950.6380.324 2、水磨石（工日/10m2）楼地面踢脚线(10m)门台阶水池、花坛楼梯不嵌条嵌条嵌条分色分色不分色机磨3.6104.4364.836出不出手磨5.8506.6767.0762.25911.59710.58310.93318.53117.5313、镶贴块料面层（工日/10m2）（1）大理石、花岗石项目楼地面（mm）楼梯台阶墙 面800800800800拼花碎拼挂贴粘贴干挂挂贴青石板、片块石、文化石单色多色单色多色密缝勾缝综合1.6301.7201.7201.8102.8902.7233.1702.

16、3315.3103.4505.0006.3135.986 项目柱 面（10m2）踢脚线门窗套窗台板圆柱腰线阴角线柱墩柱帽小型贴面挂贴粘贴干挂10m10m210m10m2综合6.1604.0006.6530.6805.0003.7381.6161.6425.6985.9045.980 续表 项目线条（10m） 块料宽(mm)型钢骨架及后置件制作安装(t)现场加工刷保护液 10m2挂贴干挂粘贴倒角磨半圆边切450斜边表面光面麻面15025035015025035015025035010m综合1.5281.6511.8381.8852.1282.4021.0501.2661.35821.580.65

17、71.8890.7800.4250.510 续表（2）面砖（板）（工日/10m2）项目楼地面贴地面砖 规格(mm)楼地面贴地面砖踢脚线200200300300400400500500600600800800800800楼梯台阶平面小型饰面10m综合2.5842.2862.1152.0302.2332.3222.4384.7602.6406.7100.741项目粘贴瓷板 规格(mm)粘贴面(板)砖纸皮粘结砖块墙面150150200150200200200250200300立面小型饰面立面小型饰面门窗套腰线（10m）墙面柱(梁)面墙面柱(梁)面墙面柱(梁)面墙面综合4.5765.2703.3523

18、.8623.2763.7743.2003.048.6.7507.5006.3751.0004.380 续表 项目粘贴面砖 规格(mm)墙面柱面墙面柱面墙面柱面墙面柱面勾缝不勾缝勾缝不勾缝勾缝不勾缝勾缝不勾缝9595150751949424060综合5.5534.9325.5534.8734.3284.8734.6564.1354.6564.6544.1334.654 续表项目墙面粘贴面砖 规格(mm)200200300300400400500500600600800800综合3.3523.2003.0482.8963.0083.128续表（3）马赛克项目楼地面墙面方柱小型饰面门窗套腰线拼花不拼

19、花10m210m综合4.2903.4705.5606.4508.3307.0811.430 4、铝合金（塑钢）门窗（工日/樘）项目铝合金门（带扇）铝合金窗（带扇）塑钢门塑钢窗38121620242468381216268综合1.002.003.004.005.006.000.4000.5560.7701.0000.8001.6002.4003.2000.3520.4890.678 5、木楼地面（工日/10m2）项目搁栅刨光（制作安装）方木搁栅（制作安装）砼面垫小方搁栅毛地板安装（粗刨）条形实木地板（制作安装）条形实木地板安装（成品）复合地板安装（成品）木踢脚制安成品踢脚线安装方木圆木有剪刀撑无

20、剪刀撑企口错口木搁栅上毛地板上砼面上毛地板上砼面上10m综合0.2000.3000.5000.4000.2082.2001.9240.4410.9891.1871.2611.0521.0840.4240.269 6、隔墙（工日/10m2）项目木龙骨隔墙轻钢龙骨隔墙板条刨花、胶合与装饰夹板塑料板纸面石膏板吸音板面积（m2）胶合与装饰板石膏板单面双面单面双面单面双面单面双面0.10.20.30.4单面双面单面双面综合0.9441.2920.9991.3980.9241.2481.1241.6481.1981.1591.1271.0981.2231.8481.2651.928 续表项目厕所、浴室铝合

21、金玻璃隔断铝合金板条隔断木框玻璃隔断复合板隔断安装墙面墙裙软包柱软包木隔断制安成品复合板隔断安装满包分块嵌压板满包分块嵌压板综合4.6082.1602.8692.5132.6781.8364.2345.1075.0806.1297、吊顶（工日/10m2）项目装配式U型轻钢龙骨 面层规格（mm）装配式T型铝合金龙骨 面层规格（mm）300300450450600600600600300300450450600600600600平面跌面平面跌面平面跌面平面跌面平面跌面平面跌面平面跌面平面跌面综合1.9552.0401.7851.9551.6161.7851.5301.7001.4451.5301.

22、2751.4451.1901.2751.1051.190 8、天棚基层与面层（工日/10m2）项目35mm胶合板912mm胶合板大芯板（细木工板）纸面石膏板吸音板 面积（m2）纸面石膏板压型金属条板压型金属方板0.100.200.300.40综合0.6770.7160.7560.9351.2751.2491.2231.1701.2201.4501.300 续表项目木条板木漏风条胶合板、饰面夹板纤维板、刨花板、木丝板钙塑板塑料扣板铝合金复合板综合1.0601.0900.6800.7001.1901.0201.275 9、栏杆及扶手（工日/10m2）项目铝合金扶手不锈钢管扶手成品铸铁花饰栏杆安装铝

23、合金栏杆嵌半玻璃栏板嵌全玻璃栏杆不锈钢栏杆嵌半玻璃栏板嵌全玻璃栏板综合3.9104.3955.1173.7914.8204.8111.462 10、刷乳胶漆（工日/10m2）项目刷乳胶漆（二遍）增刷乳胶漆底漆一遍增刷乳胶漆面漆一遍木材、石膏板刷乳胶漆光面毛面乳胶漆底漆一遍面漆二遍满刮腻子增加一遍乳胶漆底漆增加一遍乳胶漆面漆增加一遍砼面抹灰面砼面抹灰面综合0.6870.6210.2930.3210.1350.1400.7250.2770.2180.226五、模板工程 1、基础基础垫层(工日/10m)桩基承台（工日/10m2）满堂基础（工日/10m2）独立基础（工日/10m2）独立带形独立条形有梁

24、式无梁式体积5m3体积5m3钢模木模钢模木模钢模木模钢模木模钢模木模钢模木模钢模木模钢模木模0.3520.3130.2820.2502.322.661.441.481.571.761.421.602.172.341.541.79带形基础（工日/10m2）杯形基础（连内模）（工日/10m2）设备基础（工日/10m2）体积5m3体积5m3一般的复杂的体积5m3体积5m3体积5m3体积5m3钢模木模钢模木模钢模木模钢模木模钢模木模钢模木模钢模木模1.561.752.122.531.892.202.613.112.042.473.564.302.823.29 2、柱（工日/10m2）矩形柱圆形柱(直径

25、 m)构造柱异彩柱柱墩（木模）柱帽（木模）周长1.6m周长2.4m周长3.6m周长3.6m0.5 0.5钢模木模钢模木模钢模木模钢模木模木模钢模木模钢模木模方形多边、圆形方形多边、圆形2.502.542.072.081.881.851.701.645.194.263.023.034.154.373.464.44.47.4 3、梁（工日/10m2）连续梁、井字梁、框架梁基础梁弧形梁悬壁梁斜梁梁高（m）带地板无地板0.61.01.0钢模木模钢模木模钢模木模钢模木模钢模木模木模钢模木模钢模木模1.952.601.712.101.561.911.691.971.501.684.613.834.352.

26、562.90拱形梁(木模)异形梁过梁圈梁及压顶 梁高（m）单梁 梁高（m）0.120.121.01.0钢模木模钢模木模钢模木模钢模木模钢模木模钢模木模5.092.993.272.963.272.312.551.972.041.632.301.481.97 4、墙（制安拆）（工日/10m2）地下室墙及挡土墙直形墙 厚度（mm）弧形墙 厚度（mm）电梯井壁墙立式通风道短肢剪力墙墙上留洞（10个）200200200200方形圆形钢模木模钢模木模钢模木模钢模木模钢模木模钢模木模钢模木模钢模木模木模木模1.541.551.461.451.671.661.932.862.223.302.061.952.4

27、32.301.851.620.7761.07 5、板（制安拆 ）（工日/10m2）有梁板 （厚mm）坡屋面 (坡度%)无梁板 厚度(mm)平板拱形板蒲壳(木模板)100100152525100200200钢模木模钢模木模钢模木模钢模木模钢模木模钢模木模钢模木模钢模木模钢模木模木模筒形双曲形1.431.981.662.171.311.931.372.031.432.121.161.761.341.921.552.091.251.853.593.995.83 6、其他（工日/10m2）楼梯水平遮阳板台阶明沟阳台阳台栏板雨缝挑檐、天沟板式梁式钢模木模钢模木模钢模木模钢模木模木模钢模木模钢模木模钢模木

28、模钢模木模5.366.907.108.522.603.040.4560.4870.5574.255.242.422.844.014.832.863.34六、钢筋工程 1、基础（工日/吨）项目成孔桩桩承台带形基础杯形基础主筋直径(mm)121612 20201220201212机制手绑6.905.665.684.313.845.654.433.575.404.39部分机制手绑7.776.446.614.934.376.315.004.076.114.98项目独立基础满堂红基础设备基础有梁式无梁式一般主筋直径(mm)1616122020122020122020机制手绑4.333.475.984.8

29、34.044.984.033.374.983.963.23部分机制手绑4.944.006.805.514.655.664.143.865.644.503.69 2、楼地面钢筋（工日/吨）主筋直径(mm)57912 机制手绑11.58.455.424.49部分机制手绑13.29.486.435.16 3、柱钢筋（工日/吨）项 目矩形柱、构造柱圆形、异形柱主筋直径(mm)162525122020机制手绑6.504.513.489.046.525.19部分机制手绑7.385.123.949.997.255.71 4、梁钢筋（工日/吨）项 目连续梁、单梁框架梁基础梁悬臂梁主筋直径(mm)1625251

30、62525162525162525机制手绑6.724.713.767.905.564.466.354.023.397.015.554.35部分机制手绑7.545.344.308.746.205.017.164.543.867.826.274.92 续表项 目斜梁拱形梁异形梁过梁、圈梁叠合梁主筋直径(mm)1625251625251220201212122020机制手绑6.784.543.958.255.765.019.186.645.2510.87.859.337.064.82部分机制手绑7.625.144.479.196.625.7610.27.425.9511.98.7210.17.665

31、.20 5、墙（工日/吨）项 目直形墙圆形墙短肢剪力墙挡土墙垃圾道、立式通风道主筋直径(mm)1216161216161216161212机制手绑6.614.503.927.635.184.516.614.503.927.976.39部分机制手绑7.104.864.238.175.584.867.104.864.238.476.78 6、板（工日/吨）项 目板（单向）板（双向）主筋直径(mm)101212101212机制手绑6.304.323.767.434.694.08部分机制手绑6.924.854.228.155.274.587、钢筋焊接网（工日/吨）项 目焊接网间距（200mm）焊接网间

32、距（400mm）焊接网间距（400mm）主筋直径(mm)681212681212681212机制手绑29.416.08.105.3130.820.012.39.6132.421.012.910.1部分机制手工焊31.116.98.775.9132.721.814.111.534.323.014.912.0 8、其它（工日/吨）项 目楼梯阳台、雨篷、遮阳板、挑檐、天沟后浇带化粪池栏板扶手主筋直径(mm)10162020101216基础梁板墙101212机制手绑11.26.804.413.8419.612.59.554.906.535.569.216.405.5725.0部分机制手绑12.37.3

33、44.924.2820.713.410.25.577.275.739.937.006.0926.0七、砼及钢筋砼工程（捣制构件部分）1、基础（工日/m3）项 目杯形基础独立基础设备基础(一般)毛石砼基础带形独立体积（m3）55555551020机拌机捣双轮车0.7200.6600.7350.6300.7350.6300.6200.6300.5900.540小翻斗车0.5000.4500.5050.4200.5050.4200.4000.4200.3700.330商混机捣汽车泵送0.2550.2130.2250.2130.2250.213/现场地泵送0.2700.2250.2700.2250.2

34、700.225/塔吊吊斗送0.3000.2500.3500.3000.3000.250/机械捣固0.4200.3700.4200.3400.4200.3400.3200.3400.2900.250 续表项 目成孔桩爆扩桩带形基础基础垫层满堂基础桩基承台独立带形无梁式有梁式独立带形机拌机捣双轮车0.8700.9700.6800.7500.8100.6300.7300.6190.680小翻斗车0.6850.7600.4700.5400.6000.4300.6100.4280.470商混机捣汽车泵送0.4250.4250.2980.3570.4250.2640.3300.2710.298现场地泵送0

35、.4500.4500.3150.3780.4500.2790.3490.2870.315塔吊吊斗送0.5000.5000.3500.4200.5000.3100.3880.3180.350机械捣固0.6050.6800.3900.4800.5200.3500.4400.3550.3902、柱（工日/m3）项 目矩形柱 周长(m)圆形柱 直径(m)构造柱异形柱体积（m3）1.62.43.63.60.50.5机拌机捣双轮车1.721.581.441.301.731.571.931.65小翻斗车1.541.421.291.171.581.411.781.50塔吊直接入模1.281.181.080.9

36、701.321.181.481.25商混机捣汽车泵送0.8230.7380.6530.5590.8590.7380.9950.797现场地泵送0.8710.7810.6910.5920.9090.7811.050.844塔吊吊斗送0.9680.8680.7680.6581.010.8681.170.938机械捣固1.301.181.050.9601.321.171.541.253、梁（工日/m3）项 目基础梁连系梁、框架梁 梁高(m)圈梁及压顶、弧形梁悬臂梁斜、单异形梁过梁叠合梁体积（m3）0.611机拌机捣双轮车0.8101.120.9300.7801.791.281.081.971.27小

37、翻斗车0.6000.8000.6700.5601.320.9300.7251.820.920塔吊直接入模0.5140.7000.5800.4801.15-0.6351.580.800商混机捣汽车泵送0.1720.3300.2280.1430.712-0.2751.080.415现场地泵送0.1820.3490.2410.1510.754-0.2911.140.439塔吊吊斗送0.2020.3880.2680.1680.838-0.3231.270.488机械捣固0.7500.8100.7500.6101.25(0.510)0.8900.6851.580.8904、墙（工日/m3）项 目地下室墙

38、 厚度(m)挡土墙厚度(m)直、弧形墙厚度(m)轻质砼短肢剪力墙大模板墙体积（m3）0.30.510.30.50.20.2机拌机捣双轮车1.100.9500.8601.170.9401.441.270.7701.501.15小翻斗车0.9500.8300.7500.9600.7300.9600.830-0.9930.750塔吊直接入模0.7560.5740.5350.8000.6000.8000.700-0.8330.640商混机捣汽车泵送0.3770.2230.1900.4150.2450.4150.330-0.4430.279现场地泵送0.4000.2360.2010.4390.2590.

39、4400.349-0.4690.295塔吊吊斗送0.4440.2620.2230.4880.2880.4880.388-0.5210.328机械捣固0.7300.6300.5700.8800.6501.040.940-1.100.8205、板（工日/m3）项 目有梁板 厚度(m)无梁板 厚度(m)平板地下室项板厚度(m)坡屋面 坡度（%）拱形板刚性防水层、叠合板体积（m3）0.10.10.10.1有梁式无梁式152525机拌机捣双轮车0.7900.7500.7100.6400.8300.8300.7500.8660.9090.9551.551.08小翻斗车0.6600.6100.5700.51

40、00.6800.7500.6800.7140.7500.7881.400.930塔吊直接入模0.5600.5300.5000.4500.600-1.170.775商混机捣汽车泵送0.2110.1850.1600.1170.2450.3230.3400.2570.2700.2840.7290.394现场地泵送0.2230.1960.1690.1240.2590.3420.3600.2720.2870.3010.7720.417塔吊吊斗送0.2480.2180.1880.1380.2880.3800.4000.3020.3170.3330.8580.463机械捣固0.4000.3600.4100.

41、3700.4400.4300.4100.4570.4800.5040.9800.6906、其它（工日/m3）项 目楼梯阳台栏板阳台雨篷挑檐、天沟地沟室外明沟后浇带砼散水基础梁、板墙机拌机捣双轮车1.641.851.761.731.860.9701.180.7501.121.560.770小翻斗车1.491.741.611.581.710.8201.070.5400.8801.030.520商混机捣汽车泵送1.031.181.111.101.19-0.3000.3600.4500.246现场地泵送1.091.251.181.161.26-0.3200.3800.4700.260塔吊吊斗送1.21

42、1.391.311.291.40-0.3800.4200.5200.289机械捣固1.251.431.381.341.470.5800.7000.4300.7201.140.390续表项 目室内 厚度(m)室外 厚度(m)道路路面 厚度(m)台阶踏步化粪池 厚度(m)轻质砼垫层厚度(m)0.10.20.30.10.20.30.150.30.450.10.2机拌机捣双轮车0.6700.6200.5700.6100.5640.5190.6400.6000.5901.211.340.5200.440小翻斗车0.4600.4100.3600.4190.3730.3280.4500.4200.4101.

43、061.190.3900.320商混机捣汽车泵送0.2610.2210.1800.2210.1870.153-现场地泵送0.2760.2340.1910.2340.1980.162-塔吊吊斗送0.3070.2600.2120.2600.2200.180-机械捣固0.3800.3300.2800.4100.3600.300-八、防水工程（工日/10m2）项目墙面墙基地面屋面回水坑地沟天沟地面以上地面以下平屋面锯齿与弧形折板方形圆形高聚物改性沥青卷材热熔法0.3840.4810.1990.2380.2000.2590.3380.5960.8960.3950.314冷粘法0.3490.4380.18

44、10.2170.1820.2360.3080.5420.8150.3590.286自粘法0.3200.4010.1660.1980.1670.2160.2820.4960.7460.3290.262合成高分子卷材冷粘法0.4320.5410.2240.2680.2250.2910.3800.6701.010.4440.353热风焊接0.4800.6010.2490.2970.2500.3230.4220.7441.120.4930.392自粘法0.3930.4920.2040.2440.2050.2650.3460.6100.9190.4040.321 续表项目屋面天沟回水坑地沟地面墙面平屋面

45、锯齿与弧形折板方形圆形高聚物改性沥青防水涂料综合0.1800.2390.3150.2820.5830.8960.3580.2480.390合成高分子防水涂料综合0.1980.2630.3460.3100.6410.9850.3930.2730.429九、变形缝（工日/10m）项目地面、屋面墙面塞麻丝止水带嵌油膏卷材贴缝(二毡三油)沥青缝深(mm)沥青砂浆缝深(mm)嵌刨花沥青板嵌木屑平面立面橡胶钢板平面立面100100100100综合0.0670.1000.5000.5880.3130.5000.6671.000.9801.170.3530.5030.250项目镀锌铁皮不锈钢屋面墙面地下室靠墙

46、上层靠墙底层屋面墙面地下室靠墙上层靠墙底层综合0.6670.5880.5260.2861.00.8340.7350.6580.3581.25十、成品排水制品安装（工日/10m）项目塑料水落管铸铁水落管综合0.3703.29十一、保温隔热项目泡沫砼及水泥珍珠岩块沥青珍珠岩及水泥蛭石块沥青玻璃(矿渣)棉毡单面钢丝网聚苯乙烯保温板炉(矿)渣砼石灰炉(矿)渣水泥炉(焦)渣现浇水泥珍珠岩及水泥蛭石干铺珍珠岩及蛭石沥青珍珠岩（屋面现浇）厚(mm)工日/m3工日/100m2工日/10m3508080综合5.1365.0944.2307.5407.6109.5209.5208.8003.0000.5750.7

47、250.862 1、屋面保温隔热项目聚苯乙烯保温板沥青（水泥）膨胀珍珠岩板水泥膨胀珍珠岩瓦独立墙体附墙铺贴附墙铺贴综合50040485203420042200 2、墙体保温隔热（工日/10m3）项目聚苯板、挤塑板外墙保温胶粉颗粒外墙保温层保温网 工日/100m2贴聚苯（挤塑）板网格布薄抹面层钢丝网抹面层厚30mm每增减5mm厚单片保温模网单面钢丝网聚苯乙烯保温板安装厚35mm厚57mm内外砖墙混凝土墙综合20601716419309166402384191780031800 3、外墙保温（工日/10m3）项目柱子楼地面沥青粘软木聚苯乙烯板沥青铺稻壳板沥青贴软木聚苯乙烯板沥青铺加气砼块综合389

48、50506004456033.25040.95016.390 4、柱子、楼地面保温（工日/10m3）第二章 主要施工机械台班产量1、土方机械台班产量参考指标序号机械名称型号主要性能理论生产率常用台班产量单位数量单位数量1单斗挖掘机斗容量m3反铲时最大挖深(m)蟹斗式0.2m380-120履带式W-3010.32.6（基坑），4（沟）m3/时72150-250轮胎式W3-300.34m3/时63200-300履带式W1-500.55.56m3/时120250-350履带式W1-600.65.2m3/时120300-400履带式W2-10015.0m3/时240400-600履带式W1-10015

49、.5m3/时180350-5502拖式铲运机斗容量铲土宽 铲土深 铺土厚（m） （cm） （cm）运距200-300m时2.502.251.86 15 20m380-120C4-2.52.51.9 15 20m3/时22-28100-150C5-66 2.6 15 38m3/时(运距100m)250-3506-86 2.6 30 38m3/时300-400C4-77 2.7 30 40m3/时250-3503推土机马力铲刀宽 铲刀高 切土深(m) （cm） （cm）运距（50m）运距15-25mT1-5454 2.28 78 15m3/时28m3155-250T2-6075 2.28 78 29m3/时200-300东方红-7575 2.28 28 26.8m3/时60-65250-400