第五章-起重机轨道安装-定额

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1、5.1钢梁上安装轨道[钢统1001]计量单位：10m定额编号1-3841-385[固定形式]焊接式[纵向孔距(Amm)横向孔距(Bmm)]单单项目每750mm焊120mm位价[轨道型号]□50×50□60×60数量合计数量合计综合单价元1415.061471.21人工费元722.98751.84材料费元188.01188.97其机械费元120.89131.92中管理费元281.96293.22利润元101.22105.26二类工工日74.009.77722.9810.16751.8401110100方钢t(0.21

2、)(0.30)01290109钢板δ1.6～1.9Q235kg4.161.355.621.355.6203410207电焊条J422φ4kg4.354.0017.404.0017.40材12370305氧气m33.300.4081.350.511.68料12370335乙炔气kg18.000.1362.450.173.06脚手材料费元155.64155.64其它材料费元5.555.5799091925电动卷扬机(单筒慢速)牵引力50kN台班154.650.11117.170.11117.1799190511卧式铣床

3、台宽400mm×台长1250mm台班174.130.15326.640.19634.13机99191906摩擦压力机压力3000kN台班442.230.0626.530.06830.07械99250305交流弧焊机容量32kVA台班98.640.40840.250.40840.25脚手架机械使用费元10.3010.30157计量单位：10m定额编号1-3861-3871-3881-389[固定形式]弯钩螺栓式[纵向孔距(Amm)横向孔距(Bmm)]单单项目A=675位价[轨道型号]24kg/m38kg/m43kg/

4、m50kg/m数量合计数量合计数量合计数量合计综合单价元1420.231654.631692.301771.67人工费元713.36809.56831.02859.88材料费元237.63297.95298.44314.44其机械费元91.16118.05122.40141.62中管理费元278.21315.73324.10335.35利润元99.87113.34116.34120.38二类工工日74.009.64713.3610.94809.5611.23831.0211.62859.8834010111钢轨24

5、kg/mt(0.26)34010113钢轨38kg/mt(0.41)34010121钢轨43kg/mt(0.47)34010122钢轨50kg/mt(0.54)34050305鱼尾板24kg套22.571.0122.8034050307鱼尾板38kg套65.451.0166.101.0166.1034050308鱼尾板50kg套79.481.0180.2701290109钢板δ1.6～1.9Q235kg4.162.008.322.7011.232.7011.232.7011.23材03053906钩头螺栓M18×3

6、00套0.8830.5626.89料03053907钩头螺栓M22×400套1.2030.5636.6730.5636.6730.5636.6703130525弹簧垫圈M2～38十个0.353.101.093.101.093.101.093.101.0903090231粗制六角螺母M20～24十个3.003.209.603.209.603.209.603.209.6003410207电焊条J422φ4kg4.350.251.090.251.090.251.090.251.0912370305氧气m33.300.40

7、81.350.6122.020.6632.190.8162.6912370335乙炔气kg18.000.1362.450.2043.670.2213.980.2724.90脚手材料费元155.64155.64155.64155.64其它材料费元8.4010.8410.8511.2699091925电动卷扬机(单筒慢速)牵引力50kN台班154.650.10215.770.11117.170.11117.170.11918.4099190511卧式铣床台宽400mm×台长1250mm台班174.130.15326.6

8、40.21337.090.23841.440.25544.40机99191906摩擦压力机压力3000kN台班442.230.06830.070.10245.110.10245.110.13660.14械99250305交流弧焊机容量32kVA台班98.640.0858.380.0858.380.0858.380.0858.38脚手架机械使用费元10.301