为了正常的体验网站,请在浏览器设置里面开启Javascript功能!
首页 > 劳动定额第七册模板工程

劳动定额第七册模板工程

2022-01-28 3页 doc 221KB 21阅读

用户头像 个人认证

lijingsunjia

暂无简介

举报
劳动定额第七册模板工程第五节混凝土及钢筋混凝土工程一、模板工程(一)现浇混凝土模板1现浇基础模板工作内容:木模板制作;模板安装、拆除、整理堆放及场内外运输;清理模板粘结物及模内杂物、刷隔离剂等。计量单位:im2定额编号5—15—25—35—45—55—65—75—8项带形基础g毛石混凝土无筋混凝土组合钢模板复合木模板组合钢模板复合木模板钢支撑木支撑钢支撑木支撑钢支撑木支撑钢支撑木支撑名称单位代码单价(元)定[额耗毛用丿人丄综合丄日丄日33...
劳动定额第七册模板工程
第五节混凝土及钢筋混凝土工程一、工程(一)现浇混凝土模板1现浇基础模板工作内容:木模板制作;模板安装、拆除、整理堆放及场内外运输;清理模板粘结物及模内杂物、刷隔离剂等。计量单位:im2定额编号5—15—25—35—45—55—65—75—8项带形基础g毛石混凝土无筋混凝土组合钢模板复合木模板组合钢模板复合木模板钢支撑木支撑钢支撑木支撑钢支撑木支撑钢支撑木支撑名称单位代码单价(元)定[额耗毛用丿人丄综合丄日丄日33.500.27380.27380.23470.23470.27230.27190.23320.2328组合钢模板kg:4.300.63380.63380.00920.00920.63550.63550.00910.0091复合木模板m132.300.02060.02060.02060.0206模板板方材m「1820.000.001450.001450.001450.001450.001440.001440.001440.00144支撑钢管及扣件kg4.800.1910.1910.18940.1894支撑方木m1820.000.001850.006070.001850.006070.002390.006010.002390.00601零星卡具kg:5.400.30410.2270.30410.2270.29680.22040.29680.2204铁钉kg6.200.09610.21770.09610.21770.09720.20940.09720.2094镀锌铁丝8#kg5.100.360.360.26220.2622铁件kg4.800.31130.31130.24390.2439尼龙帽个0.891.391.391.291.29草板纸80#张1.200.30.30.30.30.30.30.30.3隔离剂kg1.600.10.10.10.10.10.10.10.1水泥砂浆1:2m280.000.000120.000120.000120.000120.000120.000120.000120.00012镀锌铁丝22#kg:6.800.00180.00180.00180.00180.00180.00180.00180.0018机械载重汽车6t台班427.000.00250.00270.00250.00270.00260.00270.00260.0027汽车式起重机5t以内台班466.800.00120.00040.00120.00040.00120.00080.00120.0008木工圆锯机500mr内台班35.000.00030.00040.00030.00040.00030.00040.00030.0004基价人工费(元)9.179.177.867.869.129.117.817.80材料费(元)17.0219.5517.0619.5917.0419.3517.0719.38机械费(元)1.641.351.641.351.681.541.681.54基价(元)27.8330.0826.5628.8127.8429.9926.5628.72定额编号5—95—105—115—125—135—145—155—16项带形基础板式带形基础独立基础目钢筋混凝土(有肋式)钢筋混凝土(木支撑)毛石混凝土(木支撑)组合钢模板复合木模板组合钢模板复合木模板组合钢模板复合木模板钢支撑木支撑钢支撑木支撑名称单位代码单价(兀)定£额7耗用-量人丄综台丄日丄日33.500.28470.28420.24540.24480.31890.27970.26380.2284材料组台钢模板kg4.300.73830.73830.010.010.72320.66830.0206复合木模板2m132.300.02050.02050.02070.0209模板板方材m31820.000.000140.000140.000140.000140.002730.002730.000930.00093支撑钢管及扣件kg4.800.48530.4853支撑方木m31820.000.004230.008540.004230.008540.00240.00240.006040.00604零星卡具kg5.400.36990.22610.36990.22610.11420.11420.24160.2416铁钉kg6.200.0420.23750.0420.23750.24310.24310.11880.1188镀锌铁丝8#kg5.100.66090.60220.66090.60220.48540.4854铁件kg4.800.14870.1487—尼龙帽个0.890.870.87草板纸80#张1.200.30.30.30.30.30.30.30.3隔离剂kg1.600.10.10.10.10.10.10.10.1水泥砂浆1:2m3280.000.000120.000120.000120.000120.000120.000120.000120.00012镀锌铁丝22#kg6.800.00180.00180.00180.00180.00180.00180.00180.0018机械载重汽车6t台班427.000.00350.00330.00350.00330.00510.00510.00270.0027汽车式起重机5t以内:台班466.800.00170.00090.00170.00090.00220.00220.00080.0008木工圆锯机500mr内台班35.000.00040.00040.00040.00040.00060.00060.00060.0006基价表人工费(元)9.549.528.228.2010.689.378.847.65材料费(元)21.1425.3020.7224.8815.1414.7620.6420.62机械费(元)2.301.842.301.843.233.231.551.55基价(元)32.9836.6731.2434.9329.0427.3631.0329.82计量单位:im定额编号5—175—185—195—205—215—22项目独立基础杯形基础组合钢模板;丢合木模板组合钢模板复合木模板木支撑钢支撑木支撑钢支撑木支撑名称单位代码单价(元)定额耗用量人工综合工日工日33.500.26450.22910.32110.32490.27760.2814材料组合钢模板kg4.300.69660.02060.63210.63210.01990.0199复合木模板m2132.300.02090.01620.0162模板板方材m31820.000.000950.000950.001860.001860.001860.00186支撑钢管及扣件kg4.800.29720.2972支撑方木m31820.000.006450.006450.003060.007390.003060.00739零星卡具kg5.400.25890.25890.33510.18450.33510.1845铁钉kg6.200.12720.12720.11130.20570.11130.2057镀锌铁丝8#kg5.100.51990.51990.50150.41780.50150.4178草板纸80#张1.200.30.30.30.30.30.3隔离剂kg1.600.10.10.10.10.10.1水泥砂浆1:2m3280.000.000120.000120.000120.000120.000120.00012镀锌铁丝22#kg6.800.00180.00180.00180.00180.00180.0018机械载重汽车6t台班427.000.00280.00280.00330.00310.00330.0031汽车式起重机5t以内台班466.800.00080.00080.00150.00070.00150.0007木工圆锯机500m内台班35.000.00070.00070.00170.00180.00170.0018基价表人工费(元)8.867.6710.7610.889.309.43材料费(元)21.8721.7318.7224.5218.2324.03机械费(元)1.591.592.171.712.171.71基价(元)32.3230.9931.6537.1229.7035.17工作内容:同上定额编号5—235—245—255—265—275—28项目高杯基础满堂基础无梁式组合钢模板复合木模板组合钢模板组合钢模板复合木模板钢支撑木支撑钢支撑木支撑木支撑名称单位代码单价(兀)定额耗用量人丄综台丄日丄日33.500.30230.29960.25890.25610.33/10.3044材料组合钢模板kg4.300.69390.69390.6425复合木模板m132.300.01980.01980.0185模板板方材m1820.000.001010.001010.001010.001010.001530.00153支撑钢管及扣件:kg4.800.33430.3343支撑方木m1820.000.005190.007740.005190.007740.002070.00207零星卡具kg5.400.340.21940.340.21940.09890.0989铁钉kg6.200.11210.1950.11210.1950.20230.2023镀锌铁丝8#kg5.100.57670.38510.57670.38510.37140.3714草板纸80#张1.200.30.30.30.30.30.3隔离剂kg1.600.10.10.10.10.10.1水泥砂浆1:2m280.000.000120.000120.000120.000120.000120.00012镀锌铁丝22#kg6.800.00180.00180.00180.00180.00180.0018机械载重汽车6t台班427.000.00380.00320.00380.00320.00160.0016汽车式起重机5t以内台班466.800.00170.00080.00170.00080.00070.0007木工圆锯机500mr内台班35.000.00350.00350.00350.00350.00080.0008基价表人工费(元)10.1310.048.678.5811.2910.20材料费(元)21.9123.8321.5523.47)13.5613.25机械费(元)2.541.862.541.861.041.04基价(元)34.5835.7332.7633.9125.8924.48工作内容:同上计量单位:im定额编号5—295—305—315—325—335—34项目满堂基础有梁式混凝土基础垫层人工挖孔桩井壁木支撑组合钢模板复合木模板钢支撑木支撑钢支撑木支撑木模板名称单位代码单价(元)定额耗用量人工综合工日工日33.500.31440.31350.27670.27840.12840.6008材料组合钢模板kg4.300.68340.6630.0240.024复合木模板m132.300.02010.0201模板板方材m1820.000.000180.000270.000180.000270.014450.0122支撑钢管及扣件kg4.800.17750.1775支撑方木m1820.000.000420.004010.000420.004010.00019零星卡具kg5.400.31980.26570.31980.2657铁钉kg6.200.01980.09990.01980.09990.19730.2231镀锌铁丝8#kg5.100.22540.29610.22540.2961铁件kg4.800.40520.4052草板纸80#张1.200.30.30.30.3隔离剂kg1.600.10.10.10.10.10.1尼龙帽个0.891.841.84现浇混凝土C20m226.800.00590.00590.00590.0059水泥砂浆1:2m280.000.000120.000120.000120.000120.00012镀锌铁丝22#kg6.800.00180.00180.00180.00180.0018机械载重汽车6t台班427.000.00200.00180.00200.00180.00110.0010汽车式起重机5t以内台班466.800.00130.00080.00130.0008木工圆锯机500m内台班35.000.00020.00020.00020.00020.00160.0214基价表人工费(元)10.5310.509.279.334.3020.13材料费(元)13.3716.1113.1916.0227.7324.09机械费(元)1.471.151.471.150.531.18基价(元)25.3727.7623.9326.5032.5645.40定额编号5—355—365—375—385—395—405—415—42项目独立式彳桩承台设备基础(块体^在5m3以内)组合钢模板复合木模板组合钢模板复合木模板钢支撑木支撑钢支撑木支撑钢支撑木支撑钢支撑木支撑名称单位代码单价(元)定额耗託用量人丄综合工日工日33.500.32100.31960.28000.27860.38260.38030.32720.3249材料组合钢模板kg4.300.92890.92890.68530.68530.01780.0178复合木模板m132.300.02590.02590.01960.0196模板板方材3m1820.000.000620.000620.000620.000620.00120.00120.00120.0012梁卡具:kg5.400.21870.2187支撑方木3m1820.000.001220.002460.001220.002460.001090.005230.001090.00523零星卡具kg5.400.25820.25820.25820.25820.42950.35330.42950.3533支撑钢管及扣件:kg4.800.06040.06040.27980.2798铁钉kg6.200.05580.18880.05580.18880.06640.18550.06640.1855镀锌铁丝8#kg5.100.56530.56530.56530.56530.19050.23190.19050.2319草板纸80#张1.200.30.30.30.30.30.30.30.3隔离剂kg1.600.10.10.10.10.10.10.10.1水泥砂浆1:2m280.000.000120.000120.000120.00012镀锌铁丝22#kg6.800.00180.00180.00180.0018机械载重汽车6t台班427.000.00230.00230.00230.00230.00260.00210.00260.0021汽车式起重机5t以内:台班466.800.00110.00110.00110.00110.00160.00080.00160.0008木工圆锯机500mr内台班35.000.00040.00040.00040.00040.00030.00030.00030.0003基价表人工费(元)10.7510.719.389.3312.8212.7410.9610.88材料费(元)14.0015.6113.4415.0512.6819.4112.4019.13机械费(元)1.511.511.511.511.871.281.871.28基价(元)26.2727.8324.3225.8927.3633.4325.2331.30.工作内容:同上计量单位:1用定额编号5—435—445—455—465—475—485—495—50项目设备基础(块体在20m3以内)设备基础(块体在100m3以内)组合钢模板复合木模板组合钢模板复合木模板钢支撑木支撑钢支撑木支撑钢支撑木支撑钢支撑木支撑名称单位代码单价(元)定额耗用量人工综合工日工日33.500.36920.37330.32220.32620.34300.34200.29600.2951材料组合钢模板kg4.300.68030.68030.01520.01520.68180.68180.01470.0147复合木模板132.300.01960.01960.01960.0196模板板方材1820.000.000890.000890.000890.000890.000840.000840.000840.00084支撑钢管及扣件kg4.800.30870.30870.35370.3537支撑方木mi31820.000.002160.003460.002160.003460.000210.00550.000210.0055零星卡具kg5.400.32630.27570.32630.27570.40090.31430.40090.3143铁钉kg6.200.0850.11860.0850.11860.03880.13460.03880.1346镀锌铁丝8#kg5.100.23430.08610.23430.08610.08720.23150.08720.2315铁件kg4.800.09490.0949草板纸80#张1.200.30.30.30.30.30.30.30.3隔离剂kg1.600.10000.10000.10000.10000.10000.10000.10000.1000机械载重汽车6t台班427.000.00190.00280.00190.00280.00280.00260.00280.0026汽车式起重机5t以内台班466.800.00110.00100.00110.00100.00170.00080.00170.0008木工圆锯机500m内台班35.000.00040.00040.00040.00040.00040.00040.00040.0004基价表人工费(元)12.3712.5110.7910.9311.4911.469.929.89材料费(元)14.4214.0314.1513.769.9118.709.6418.43机械费(元)1.341.681.341.682.001.502.001.50基价(元)28.1228.2126.2826.3623.4031.6621.5529.81定额编号5—515—525—535—545—555—565—57项目设备基础(块体在100m3以外)(每1m2)设备基础螺栓套(每个)组合钢模板复合木模板长度在钢支撑木支撑钢支撑木支撑0.5m以内1m以内1m以外名称单位代码单价(元)定额耗’用量人丄综台丄日丄日33.500.41450.41350.36750.36660.21900.24000.3980材料组合钢模板kg4.300.66460.66460.00250.0025复合木模板m?132.300.02010.0201模板板方材m31820.000.000530.000510.000530.000510.004700.014200.02350支撑钢管及扣件kg4.800.23660.2366支撑方木m31820.000.000310.005600.000310.005600.001700.002100.00650零星卡具kg5.400.39990.32660.39990.3266铁钉kg6.200.02220.13170.02220.1317P0.10900.23400.2400镀锌铁丝8#kg5.100.28920.25040.28920.25040.15100.20100.6570草板纸80#张1.200.30000.30000.30000.3000隔离剂kg1.600.10000.10000.10000.10000.02500.05800.1610机械载重汽车6t台班427.000.00440.00420.00440.00420.00100.00100.0010汽车式起重机5t以内台班466.800.00290.00210.00290.0021木工圆锯机500mr内台班35.000.00020.00020.00020.00020.00100.00300.0070基价表人工费(元)13.8913.8512.3112.287.348.0413.33材料费(元)9.8118.369.6318.1713.1332.2359.70机械费(元)3.242.783.242.780.460.530.67基价(元)26.9434.9925.1833.2320.9340.8173.702、现浇柱模板工作内容:木模板制作、安装、拆除、整理堆放及场内外运输;清理模板粘结物及杂物、刷隔离剂计量单位:1n2定额编号5—585—595—605—615—625—63项目矩形柱异形柱组合钢模板复合木模板组合钢模板钢支撑木支撑钢支撑木支撑钢支撑木支撑名称单位代码单价(元)定额耗用量人工综合工日工日33.500.41000.41000.34800.34800.62120.6224材料组合钢模板kg4.300.78090.78090.10340.10340.77140.7714复合木模板m132.300.01840.0184模板板方材3m1820.000.000640.000640.000640.000640.000830.00083支撑钢管及扣件kg4.800.45940.45940.5953支撑方木3m1820.000.00180.00520.00180.00520.0058零星卡具kg5.400.66740.60500.66740.60500.27940.2794铁钉kg6.200.01800.04020.01800.04020.13860.1872镀锌铁丝8#kg5.100.4674铁件kg4.800.11420.1142草板纸80#张1.200.30000.30000.30000.30000.30000.3000隔离剂kg1.600.10000.10000.10000.10000.10000.1000机械载重汽车6t台班427.000.00280.00280.00280.00280.00280.0030汽车式起重机5t以内台班466.800.00180.00110.00180.00110.00180.0009木工圆锯机500m内台班35.000.00060.00060.00060.00060.00060.0006基价表人工费(元)13.7413.7411.6611.6620.8120.85材料费(元)14.2818.5513.8018.0710.5720.96机械费(元)2.061.732.061.732.061.72基价(元)30.0734.0227.51J31.4633.4443.53定额编号5—645—655—665—675—68项目异形柱圆形柱柱支撑高度超过3.6m每增加1m组合钢模板木模板钢支撑木支撑木支撑钢支撑木支撑名称单位代码单价(元)定额耗用量人丄综合工日丄日33.500.51640.51750.60930.03140.0314材料组合钢模板kg:4.300.03040.0304复合木模板m132.300.02090.0209模板板方材m:1820.00:0.000830.000830.01618支撑钢管及扣件kg4.800.59530.0337支撑方木m1820.000.005800.007000.000210.00109零星卡具kg:5.400.27940.2794铁钉kg6.200.13860.18720.48490.0335镀锌铁丝8#kg:5.100.46740.1000嵌缝料kg2.400.1000草板纸80#张1.200.30000.3000隔离剂kg:1.600.10000.10000.1000机械载重汽车6t台班427.000.00280.00280.00350.00010.0001汽车式起重机5t以内台班466.800.00180.00110.00004木工圆锯机500mr1内台班35.000.00060.00060.0186基价表人工费(元)17.3017.3420.411.051.05材料费(元)10.1520.5446.100.542.19机械费(元)2.061.732.150.060.04基价(元)23、现卩,浇梁9.模板68.661.663.29工作内容:同上。计量单位:1m2定额编号5—695—705—715—725—735—74项目基础梁单梁、连续梁组合钢模板复合木模板组合钢模板钢支撑木支撑钢支撑木支撑钢支撑木支撑名称单位代码单价(元)定额耗用量人工综合工日工日33.500.33930.34060.29650.29790.49610.4984材料组合钢模板kg4.300.76670.76670.05330.05330.77340.7734复合木模板132.300.02050.0205支撑方木m31820.000.002810.006130.002810.006130.000290.00914模板板方材m31820.000.000430.000430.000430.000430.000170.00017支撑钢管及扣件kg4.800.6948零星卡具kg5.400.31820.31820.31820.31820.41100.3655梁卡具kg5.400.17150.17150.2619铁钉kg6.200.21920.39440.21920.39440.00470.3624镀锌铁丝8#kg5.100.17220.38630.17220.38630.1607铁件kg4.800.0415草板纸80#张1.200.30000.30000.30000.30000.30000.3000隔离剂kg1.600.10000.10000.10000.10000.10000.1000尼龙帽个0.890.37000.3700水泥砂浆1:2m3280.000.00010.00010.00010.00010.00010.0001镀锌铁丝22#kg6.800.00180.00180.00180.00180.00180.0018机械载重汽车6t台班427.000.00230.00260.00230.00260.00330.0038汽车式起重机5t以内台班466.800.00110.00070.00110.00070.00200.0010木工圆锯机500mr内台班35.000.00040.00040.00040.00040.00040.0037基价表人工费(元)11.3711.419.939.9816.6216.70材料费(元)14.6421.9414.2921.5812.8825.58机械费(元)1.511.451.511.452.362.22基价(元)27.5234.8025.7333.0131.8544.50定额编号5—755—/65—/75—/85—/95—80项目单梁、连续梁过梁拱形梁弧形梁复合木模板组合钢模板木支撑复合木模板木支撑木模板钢支撑木支撑木支撑名称单位代码单价(元)定额耗用量人丄综合丄日丄日33.500.43130.43360.58610.51120.65710.5418材料组合钢模板kg4.300.07230.07230.7380复合木模板~2~m132.300.02060.02060.0210模板板万材m31820.000.000170.000170.001930.001930.019930.01183支撑钢管及扣件kg4.800.6948支撑万木3m1820.000.000290.009140.008350.008350.007880.01087梁卡具kg5.400.2619铁钉kg6.200.00470.36240.63160.46180.7374镀锌铁丝8#kg5.100.16070.12040.26700.3321零星卡具kg5.400.41100.36550.1202铁件kg4.800.0415草板纸80#张1.200.30000.30000.30000.3000隔离剂kg1.600.10000.10000.10000.10000.10000.1000嵌缝料kg2.400.10000.1000尼龙帽个0.890.37000.3700水泥砂浆1:2m3280.000.00010.00010.00010.00010.00010.0001镀锌铁丝22#kg6.800.00180.00180.00180.00180.00180.0018机械载重汽车6t台班427.000.00330.00380.00310.00310.00410.0031汽车式起重机5t内台班466.800.00200.00100.00080.0008木工圆锯机500mr内台班35.000.00040.00370.00630.00630.01610.0116基价表人工费(元)14.4514.5319.6317.1322.0118.15材料费(元)12.5925.3027.6322.0555.2848.03机械费(元)2.362.221.921.922.311.73基价(元)29.3942.0449.1841.1079.6167.91计量单位:im定额编号5—815—825—835—845—855—86项目TL+I异形梁圈梁直形圈梁弧形梁支撑高度超过3.6m木模板组合钢模板复合木模板木模板每增加1m木模板木支撑拿钢支撑木支撑名称单位代码单价(元)定额耗用量人丄综合丄日丄日33.500.54180.36090.31120.60730.05740.0707材料组合钢模板—kg4.300.7650复合木模板132.300.0221模板板方材1820.000.009100.000140.000140.02004支撑钢管及扣件[kg4.800.1200支撑方木n?1820.000.010870.001090.001090.001700.00174铁钉kg6.200.61540.32970.32970.56480.0226镀锌铁丝8#kg5.100.64540.6454草板纸80#张1.200.30000.3000隔离剂kg1.600.10000.10000.10000.1000嵌缝料kg2.400.1000水泥砂浆1:2m3280.000.00000.00000.00000.0000镀锌铁丝22#kg6.800.00180.00180.00180.0018机械载重汽车6t台班427.000.00310.00150.00150.00210.00050.0004汽车式起重机5t以内台班466.800.00200.00080.00080.0003木工圆锯机500m内台班35.000.00890.00010.00010.01530.0008基价表人工费(元)18.1512.0910.4320.341.922.37材料费(元)40.5811.4011.0443.250.583.31机械费(元)2.571.021.021.430.350.20基价(元)61.3024.5122.4865.032.855.87工作内容:同上。4、现浇墙模板定额编号5—875—885—895—905—915—92项目直形墙电梯井壁组合钢模板复合木模板组合钢模板钢支撑木支撑钢支撑木支撑钢支撑木支撑名称单位代码单价(元)定E额耗:用量L人丄综台丄日丄日33.500.27840.28310.23080.24610.35700.3558材料组台钢模板kg4.300.71830.71830.04990.04990.65760.6576复合木模板m132.300.02030.0203模板板方材m1820.000.000290.000290.000290.000290.001490.00149支撑钢管及扣件kg4.800.24580.24580.1938支撑方木m1820.000.000160.006100.000160.006100.00298零星卡具kg5.400.44030.36310.44030.36310.38990.3057铁钉kg6.200.00550.03400.00550.03400.09880.1058铁件kg4.800.03540.05800.03540.05800.06770.0677镀锌铁丝8#kg5.100.60610.60610.3759尼龙帽个0.890.69000.53000.69000.53000.50000.5000草板纸80#张1.200.30000.30000.30000.30000.30000.3000隔离剂kg1.600.10000.10000.10000.10000.10000.1000机械载重汽车6t台班427.000.00240.00340.00240.00340.00220.0022汽车式起重机5t以内台班466.800.00150.00090.00150.00090.00130.0008木工圆锯机500mr1内台班35.000.00010.00010.00010.00010.00030.0003基价表人工费(元)9.339.487.738.2411.9611.92材料费(元)8.8021.258.6121.0610.4816.48机械费(元)1.731.881.731.881.561.32基价(元)19.86:32.6118.0831.1823.9929.72工作内容:同上计量单位:1m2定额编号5—935—945—955—965—975—985—99项目电梯井壁圆弧墙大钢模板墙墙支撑高度超过3.6m每增加1m复合木模板木模板大钢模板钢支撑木支撑木支撑钢支撑木支撑钢支撑木支撑名称单位代码单价(元)定额耗用量人工综合工日工日33.500.30480.30460.34070.07580.07610.01900.0190材料大钢模板kg4.300.64410.6441复合木模板m132.300.01880.0188模板板方材m1820.000.001490.001490.018280.000240.00024支撑钢管及扣件kg4.800.19830.02600.0185支撑方木m1820.000.002980.003750.000110.001280.000010.00047零星卡具kg5.400.38990.30570.41110.04620.0462铁钉kg6.200.09880.10580.28740.01460.02140.0242铁件kg4.800.06770.06770.21640.16500.1650镀锌铁丝8#kg5.100.3759尼龙帽个0.890.50000.50000.65000.6500草板纸80#张1.200.30000.3000隔离剂kg1.600.10000.10000.10000.10000.10000.1000嵌缝料kg2.400.1000机械载重汽车6t台班427.000.00220.00220.00160.00250.00240.00010.0001汽车式起重机5t以内台班466.800.00130.00080.00100.00080.0001塔式起重机6t以内台班675.700.00080.0008木工圆锯机500mr内台班35.000.00030.00800.00010.0010基价表人工费(元)10.2110.2011.412.542.550.640.64材料费(元)10.40〕16.1445.305.407.450.271.01机械费(元)1.561.590.692.111.940.090.04基价(元)22.1727.9357.4010.0511.940.991.685、现浇板模板定额编号5—1005—1015—1025—1035—1045—1055—1065—107项目有梁板无梁板组合钢模板复合木模板组合钢模板复合木模板钢支撑木支撑钢支撑木支撑钢支撑木支撑钢支撑木支撑名称单位代码单价(元)定额耗用量人丄综台丄日丄日33.500.42860.44030.36730.37930.39380.39390.34150.3415材料组台钢模板kg4.300.72050.72050.14740.14740.56710.5671复合木模板m132.300.01710.01710.01690.0169模板板方材3m1820.000.000660.000660.000660.000660.001820.001820.001820.00182支撑钢管及扣件kg4.800.58040.58040.34750.3475梁卡具kg5.400.05460.0546支撑方木m1820.000.001950.009110.001930.009110.003030.008110.003030.00811零星卡具kg5.400.35250.35250.35250.35250.26090.26090.26090.2609铁钉kg6.200.01700.30250.01700.30250.09100.19960.09100.1996镀锌铁丝8#kg5.100.22140.3248
/
本文档为【劳动定额第七册模板工程】,请使用软件OFFICE或WPS软件打开。作品中的文字与图均可以修改和编辑, 图片更改请在作品中右键图片并更换,文字修改请直接点击文字进行修改,也可以新增和删除文档中的内容。
[版权声明] 本站所有资料为用户分享产生,若发现您的权利被侵害,请联系客服邮件isharekefu@iask.cn,我们尽快处理。 本作品所展示的图片、画像、字体、音乐的版权可能需版权方额外授权,请谨慎使用。 网站提供的党政主题相关内容(国旗、国徽、党徽..)目的在于配合国家政策宣传,仅限个人学习分享使用,禁止用于任何广告和商用目的。

历史搜索

    清空历史搜索