劳动定额第三册脚手架工程

第三节脚手架工程一、外、里脚手架工作内容:平土、挖坑、安底座、搭揽风桩、拉揽风绳、场内外材料运输、搭拆脚手架、上料平台、挡脚板、护身栏杆、上下翻板子和拆除后的材料堆放整理等。计量单位m2定额编号3—13—23—33—43—53—63—73—8外脚手架木架.外脚手架竹-外脚手架钢管架项目15m以内30m内架15m内15m以内24m内30m内单排双排双排双排单排双排双排名称单位代码单价（元）定额耗E用量人工综合工日工日33.5(0.05970.08190.09710.05510.06400.07190.08610.1049木脚手杆Hm31485.00.4860.5960.695竹脚手杆b75根11.500.1071竹脚手杆^90根18.400.1162木脚手板m31820.00.10.1190.2540.071竹脚手板m220.500.0183镀锌铁丝8#kg5.100.67961.13661.21920.660.04130.04750.05320.0615铁钉kg6.200.640.640.640.900.400.550.660.77钢丝绳。8kg9.700.360.250.250.260.46材竹蔑百根7.800.1160料钢管048x3.5kg3.300.41880.64920.70510.8390直角扣件个6.300.08330.12930.12880.1389对接扣件个6.300.01060.01820.02390.0323回转扣件个6.300.520.520.740.0305底座个21.600.240.370.260.26垫木60x60x6）块0.350.02130.02130.02420.0139防锈漆kg13.100.03770.05600.06100.0725油漆溶剂油kg3.400.430.630.700.82揽风木桩m31485.00.30.30.20.4机械载重汽车6t台班427.00.260.360.340.100.110.170.130.17基价表人工费（元）2.2.743.251.852.142.412.883.51材料费（元）12.5416.8521.246.032.884.294.595.54机械费（元）1.111.541.450.430.470.730.560.73基价（元）15.6521.1325.948.305.497.438.039.78工作内容同上。计量单位：1m2定额编号3—93—103—113—123—133—143—15项目外脚手架钢管架里脚手架50m内70m内90m内110m内木架竹架钢管架名称单位代码单价（元）定额耗用量人工综合工日工日33.500.12610.16340.23100.38300.03870.03160.0346材料钢管048x3.5kg3.301.25842.47983.17424.12900.0119直角扣件个6.300.20830.45230.59160.78060.24对接扣件个6.300.04840.08570.11360.15100.01回转扣件个6.300.04580.05460.06660.0830底座个21.600.280.280.280.28木脚手板m31820.00.2400.3630.4710.5400.0450.0190.011垫木60x60x6(块0.350.02080.01850.02380.0306镀锌铁丝8#kg5.100.06150.04160.06110.05470.03900.560.60铁钉kg6.200.770.730.980.01100.060.0204防锈漆kg13.100.10890.21470.27500.35630.10油漆溶剂油kg3.400.01240.02440.03130.04050.10钢丝绳08kg9.700.01270.02750.03520.0563揽风木桩m31485.00.60.0130.0150.020木脚手杆01m31485.00.035竹脚手杆075根11.500.0260竹脚手杆090根18.400.0260竹蔑百根7.800.0460机械载重汽车6t台班427.00.160.190.200.160.120.110.02基价表人工费（元）4.225.477.7412.831.301.061.16材料费（元）12.5422.2028.6235.911.541.510.43机械费（元）0.680.810.850.680.510.470.09基价（元）17.4428.4937.2249.433.353.041.67二、满堂脚手架工作内容：平土、挖坑、安底座、选料、场内外材料运输、搭拆脚手架、铺拆』即手板等。计量单攵位：1m2定额编号3-163-173-183-193-203-21项目木架竹架钢管架基本层增加层1.2m基本层增加层1.2m基本层增加层1.2m名称隼位代码单价元）定额耗用量人工综合工日工日33.500.08170.03080.06810.02420.09360.0356材料木脚手杆巾1m31485.0(0.0760.025竹脚手杆巾75根11.500.03080.0123木脚手板m31820.0.0560.0850.056镀锌铁丝8#kg5.100.50950.16980.200.2241铁钉kg6.200.01940.01940.0194挡脚板m31820.0.30.30.5垫木块0.350.4841竹蔑百根7.800.07800.0260钢管巾48x3.5kg3.300.160.0335直角扣件个6.300.01460.49对接扣件个6.300.280.09回转扣件个6.300.460.15底座个21.600.20防锈漆kg13.100.870.29油漆溶剂油kg3.400.100.03机械载重汽车6t台班427.0.060.020.030.010.050.01基价表人工费