劳动定额第六册混凝土工程

1、第五节混凝土及钢筋混凝土工程三、混凝土工程（一）现浇混凝土1、基 础工作内容：混凝土水平运输；混凝土搅拌、捣固、养护。3计量单位： 1m定额编号53925393539453955396539753985399 5400人工挖土带形基础独立基础杯形满堂基础承台桩基项目桩护井壁毛石混凝毛石混凝础混凝土混凝土混凝土基础有梁式无梁式土土名称单位 代码 单价(元)定额耗用量人工综合工日工日33.501.8690.8370.9560.3651.0580.9941.1110.9151.320现浇混凝土3226.801.0150.8631.0150.8631.0151.0151.0151.0151.015C2

2、0碎石40mm m材草袋子21.600.2300.2390.2520.3170.3260.3670.4850.5030.290料m水32.500.9390.7890.9190.7620.9310.9380.9730.9690.920m毛石360.900.2720.272m混凝土搅拌台班147.000.1000.0330.0390.0330.0390.0390.0390.0390.039机500L机混凝土震捣台班16.000.2000.0660.0770.0660.0770.0770.0770.0770.077械器插入式机动翻斗车台班128.500.0660.0780.0660.0780.078

3、0.0780.0780.0781t基人工费（元）62.6128.0432.0312.2335.4433.3037.2230.6544.22材料费（元）232.92214.65232.90214.71233.05233.13233.41233.43232.97价机械费（元）17.9014.3916.9914.3916.9916.9916.9916.9916.99表基价（元）313.43257.08281.92241.32285.48283.42287.62281.07294.17工作内容： 同上。定额编号项目名称单位 代码人工综合工日工日现浇混凝土 C20碎石40mm3m材草袋子2m料水m3水泥

4、砂浆 123m机混凝土搅拌机 500L台班混凝土震捣器插入式台班械灰浆搅拌机 200L台班基人工费（元）材料费（元）价机械费（元）表基价（元）2、柱计量单位 ：1m35401540254035404柱升板柱帽矩形圆形多边形构造柱单价 (元)定额耗用量33.502.1642.2432.5623.090226.800.9860.9860.9860.9861.600.1000.0860.0842.500.9090.8910.8990.852280.000.0310.0310.0310.031147.000.0620.0620.0620.06216.000.1240.1240.1240.12467.0

5、00.0040.0040.0040.00472.4975.1485.83103.52234.74234.67234.69234.4311.3711.3711.3711.37318.60321.18331.88349.32工作内容： 同上。定额编号项目名称单位 代码人工综合工日工日现浇混凝土 C20碎石40mm3材m草袋子2料m水3m机混凝土搅拌机 500L台班械混凝土震捣器插入式台班人工费（元）基材料费（元）价机械费（元）表基价（元）3、梁3计量单位： 1m540554065407540854095410基础梁单梁连续梁异形梁圈梁过梁弧形拱形梁单价 (元)定额耗用量33.501.3341.55

6、11.6232.4102.6102.410226.801.0151.0151.0151.0151.0151.0151.600.6030.5950.7230.8261.8570.9982.501.0141.0190.9320.9841.3171.090147.000.0630.0630.0630.0390.0630.06316.000.1250.1250.1250.0770.1250.12544.6951.9654.3780.7487.4480.74233.70233.70233.69233.98236.47234.5211.2611.2611.266.9711.2611.26289.65296

7、.92299.32321.68335.16326.52工作内容： 同上。定额编号项目名称单位 代码人工综合工日工日现浇混凝土 C20碎石40mm3m草袋子2m水3材m毛石3料m水泥砂浆 123m钢管 40m胶管1m混凝土搅拌机 500L台班机混凝土震捣器插入式台班械灰浆搅拌机 200L台班多级离心清水泵扬程 120m台班基人工费（元）材料费（元）价机械费（元）表基价（元）4、墙3计量单位： 1m541154125413541454155416墙电梯井壁直弧形混凝土大钢模板墙建筑物毛石混凝土混凝土形墙墙滑模工程单价(元)定额耗用量33.501.4121.9551.9572.0781.7041.5

8、17226.800.8350.9880.9880.9880.9881.0151.600.0970.0770.1170.0950.1200.0372.500.7430.8870.9320.8971.3080.85860.900.272280.000.0280.0280.0280.0280.02812.700.04810.000.119147.000.0510.0610.0610.0610.0610.10016.000.1020.1220.1220.1220.1220.20067.000.0030.0030.0030.0030.003296.600.05047.3065.4965.5669.615

9、7.0850.82215.80234.26234.44234.31235.38234.219.3311.1211.1211.1211.1232.73272.43310.87311.12315.05303.58317.76工作内容： 同上。定额编号项目名称单位 代码人工综合工日工日材现浇混凝土 C20碎石20mmm3草袋子m2料水m3机混凝土搅拌机 500L台班混凝土震捣器插入式台班械混凝土震动器平板式台班基人工费（元）材料费（元）价机械费（元）表基价（元）5、板计量单位 ：1m35417541854195420有梁板无梁板平板拱板单价 (元)定额耗用量33.501.3071.2211.3511

10、.958238.601.0151.0151.0151.0151.601.0991.0511.4220.452.501.2041.1651.2891.009147.000.0630.0630.0630.06316.000.0630.0630.0630.06318.300.0630.0630.0630.06343.7840.9045.2665.59246.95246.77247.68245.4211.4211.4211.4211.42302.15299.10304.36322.446、其 他工作内容： 同上。定额编号项目名称单位 代码人工综合工日工日现浇混凝土 C20碎石20mm3材m草袋子m2料

11、水m3机混凝土搅拌机 500L台班械混凝土震捣器插入式台班基人工费（元）材料费（元）价机械费（元）表基价（元）23计量单位： 1m、m5421542254235424542554265427楼梯悬挑板地沟栏板扶手门框直形弧形电缆沟每1m2投影面积每1m3体积单价 (元)定额耗用量33.500.5750.4880.2481.5083.0695.3272.265238.600.2600.1780.1071.0151.0151.0151.0151.600.2180.2310.2290.5110.2351.8400.2372.500.2900.2240.1661.0351.1191.5870.9401

12、47.000.0260.0170.0100.1000.1000.1000.10016.000.0520.0350.0130.2000.20019.2616.358.3150.52102.81178.4575.8863.1143.4026.31245.58245.35249.09244.914.653.061.6817.9014.7014.7017.9087.0362.8136.30314.00362.86442.25338.69工作内容： 同上。定额编号项目名称单位 代码人工综合工日工日材现浇混凝土 C20碎石20mmm3草袋子m2料水m3机混凝土搅拌机 500L台班械混凝土震捣器插入式台班基

13、人工费（元）材料费（元）价机械费（元）表基价（元）3计量单位： 1m542854295430543154325433柱接柱及框小型天沟台阶压顶小型架柱接头单价(元)定额耗用量33.503.0023.0142.4881.7732.6483.005238.601.0151.0151.0151.0151.0151.0151.606.7391.7041.6773.8341.6832.500.9122.7451.4201.3522.0521.546147.000.1000.1000.1000.1000.1000.10016.000.2000.200100.57100.9783.3559.4088.711

14、00.67244.46259.82248.46248.24253.44248.7414.7014.7017.9017.9014.7014.70359.73375.49349.70325.54356.85364.10（二）预制混凝土1、桩、柱工作内容： 混凝土水平运输；混凝土搅拌、捣固、养护；成品堆放。3计量单位： 1m定额编号54345435543654375438项目方桩空心桩桩尖矩形柱异形柱名称单位 代码单价( 元)定额耗用量人工综合工日工日33.501.3301.6371.4321.1121.112预制混凝土 C30碎石40mmm3244.801.0151.0151.0151.0151.

15、010材二等板方材m31820.000.00010.0001料草袋子m21.600.2760.2150.0360.3850.275水m32.501.0180.9490.9051.0210.969塔式起重机 6t 以内台班675.700.0250.0250.025机混凝土搅拌机 500L台班147.000.0250.0250.0250.0250.025混凝土震捣器插入式台班16.000.0500.0500.0500.0500.050械皮带运输机运距 15m台班136.700.0250.0250.0250.0250.025机动翻斗车 1t台班128.500.0630.0630.0630.0630.

16、063基人工费（元）44.5654.8447.9737.2537.25材料费（元）251.64251.37250.79251.64250.11价机械费（元）32.8832.8832.8815.9915.99表基价（元）329.08339.09331.64304.88303.352、梁工作内容：同上。3计量单位： 1m定额编号543954405441544254435444项目矩形梁异形梁过梁拱形梁鱼腹式吊车梁风道梁名称单位 代码单价(元)定额耗用量人工综合工日工日33.501.1471.4721.3521.4721.2191.157预制混凝土 C30碎石40mm3244.801.0151.01

17、51.0151.0151.0151.015材m二等板方材m1820.000.00080.00040.00150.00093料草袋子21.600.2800.3020.7210.4550.3990.733m水32.501.0261.0601.2121.1241.7381.169m塔式起重机 6t 以内台班675.700.0250.0250.0250.025机混凝土搅拌机 500L台班147.000.0250.0250.0250.0250.0390.025混凝土震捣器插入式台班16.000.0500.0500.0500.0500.0770.050械皮带运输机运距 15m台班136.700.0250.

18、0250.0250.0250.025机动翻斗车 1t台班128.500.0630.0630.0630.0630.0780.063基人工费（元）38.4249.3145.2949.3140.8438.76材料费（元）252.94252.33255.39253.65253.46252.57价机械费（元）32.8815.9932.8832.8816.9932.88表基价（元）324.25317.63333.56335.84311.28324.213、屋 架工作内容：同上。3计量单位： 1m定额编号544554465447544854495450项目屋架门式天窗架拱体形组合薄腹三角形钢架名称单位 代码

19、 单价(元)定额耗用 量人工综合工日工日33.501.2961.3281.3561.3291.3181.8373258.401.0151.0151.0151.0151.0151.015预制混凝土 C30碎石20mmm材二等板方材31820.000.00170.0043m料草袋子21.600.5190.6930.2900.8260.6790.714m水32.501.1321.2311.0641.3101.1781.301m塔式起重机 6t 以内台班675.700.025机混凝土搅拌机 500L台班147.000.0390.0390.0390.0390.0390.025混凝土震捣器插入式台班16.

20、000.0770.0770.0770.0770.0770.050械皮带运输机运距 15m台班136.700.025机动翻斗车 1t台班128.500.0780.0780.0780.0780.0780.063基人工费（元）43.4244.4945.4344.5244.1561.54材料费（元）265.94266.46265.40266.87269.40274.50价机械费（元）16.9916.9916.9916.9916.9932.88表基价（元）326.34327.94327.81328.38330.54368.924、板工作内容： 混凝土水平运输。混凝土搅拌、捣固、养护。成品堆放。3计量单位

21、： 1m定额编号5451545254535454545554565457项目F形板平板空心板槽形板大型屋面大楼板拱形屋面板名称单位 代码单价(元)定额耗用量人工综合工日工日33.501.2451.5201.5331.4401.2351.3091.284预制混凝土 C20碎石20mmm3227.801.0151.0151.0151.0151.0151.0151.015材二等板方材m31820.000.00190.00550.00340.00140.00230.00240.0010料草袋子m21.602.2370.3251.3451.1632.1501.4912.558水m32.503.2551.

22、0212.1782.5703.2111.5302.571塔式起重机 6t 以内台班675.700.0130.0130.0130.0130.0130.0130.013混凝土搅拌机 500L台班147.000.0250.0250.0250.0250.0250.0250.025机混凝土震捣器插入式台班16.000.0500.0500.0500.0500.0500.0500.050械皮带运输机运距 15m台班136.700.0250.0250.0250.0250.0250.0250.025机动翻斗车 1t台班128.500.0630.0630.0630.0630.0630.0630.063龙门式起重机

23、 10t 内台班389.700.0130.0130.0130.0130.0130.0130.013基人工费（元）41.7150.9251.3648.2441.3743.8543.01材料费（元）246.39244.30245.00242.05246.87241.80243.56价机械费（元）29.8429.8429.8429.8429.8429.8429.84表基价 （元）317.94325.06326.20320.13318.08315.49316.41工作内容： 混凝土水平运输。混凝土搅拌、捣固、养护。成品堆放。3计量单位： 1m定额编号54585459546054615462546354

24、64项目名称单位 代码人工综合工日工日预制混凝土 C20碎石20mmm3材二等板方材m3料草袋子m2水m3塔式起重机 6t 以内台班混凝土搅拌机 500L台班机混凝土震捣器平板式台班械皮带运输机运距 15m台班机动翻斗车 1t台班龙门式起重机 10t 内台班基人工费（元）材料费（元）价机械费（元）表基价（元）大墙板大型多孔折板双T板挑檐板天沟板天窗墙面板单价(元)定额耗用量33.501.5501.7251.9201.2821.5761.6341.342227.801.0151.0151.0151.0151.0151.0151.0151820.000.00080.00130.00070.0010

25、0.00730.00300.00121.600.5461.2142.8741.7051.0251.1701.4612.501.1631.6392.5532.0331.9441.6421.895675.700.0130.0130.0130.0130.0130.0130.013147.000.0250.0250.0250.0250.0250.0250.02518.300.0500.0500.0500.0500.0500.0500.050136.700.0250.0250.0250.0250.0250.0250.025128.500.0630.0630.0630.0630.0630.0630.063

26、389.700.0130.0130.0130.0130.0130.0130.01351.9357.7964.3242.9552.8054.7444.96236.45239.62243.47240.85251.00242.65240.4829.9529.9529.9529.9529.9529.9529.95318.33327.36337.75313.75333.75327.35315.39工作内容：同上。计量单位：31m定额 编号546554665467546854695470人工材料机械基价表项目网架板升板架空隔热板 天窗端壁板地沟盖板井盖板名称单位 代码单价(元)定额耗用量综合工日工日33.

27、501.4511.1331.6681.2441.5271.960预制混凝土 C20碎石20mm3227.801.0151.0151.0151.0151.0151.015m二等板方材31820.000.00690.01070.01200.00710.0051m草袋子21.602.2210.6473.6802.2040.9020.805m水32.502.3611.2073.0802.3311.4561.328m塔式起重机 6t 以内台班675.700.0130.0130.0130.0130.013混凝土搅拌机 500L台班147.000.0250.0390.0250.0250.0250.025混凝

28、土震捣器平板式台班18.300.0500.0390.0500.0500.0500.050混凝土震捣器插入式台班16.000.039皮带运输机运距 15m台班136.700.0250.0250.0250.0250.025机动翻斗车 1t台班128.500.0630.0900.0630.0630.0630.063龙门式起重机 10t 内台班389.700.0130.0130.0130.0130.013人工费（元）48.6137.9655.8841.6751.1565.66材料费（元）253.23235.27264.28262.41249.22245.11机械费（元）29.9518.6429.952

29、9.9529.9529.95基价（元）331.79291.86350.11334.04330.33340.725、其他工作内容： 同上。3计量单位： 1m定额编号54715472 547354745475 547654775478项目檩条雨篷阳台烟道垃圾楼梯段楼梯楼梯通风道实心板空心板斜梁踏步名称单位 代码 单价 (元)定 额耗 用 量人工综合工日工日33.501.2351.4181.4182.4631.3421.4161.3301.694预制混凝土 C20碎石20mmm227.801.0151.0151.0151.0151.0151.0151.0151.0153材二等板方材31820.000

30、.00320.00310.00190.00160.00190.02200.00190.0110m料草袋子21.601.0460.7000.8810.1150.9021.0871.2302.168m水32.501.7661.3601.3770.9731.4780.9411.4892.345m塔式起重机 6t 以内台班675.700.0130.0130.0130.0130.0130.0130.0130.013混凝土搅拌机 500L台班147.000.0250.0250.0250.0250.0250.0250.0250.025机混凝土震捣器插入式台班16.000.0500.0500.0500.050

31、0.0500.0500.0500.050械皮带运输机运距 15m台班136.700.0250.0250.0250.0250.0250.0250.0250.025机动翻斗车 1t台班128.500.0630.0630.0630.0630.0630.0630.0630.063龙门式起重机 10t 内台班389.700.0130.0130.0130.0130.0130.0130.0130.013基人工费（元）41.3747.5047.5082.5144.9647.4444.5656.75材料费（元）243.13241.38239.53236.75239.81275.35240.37260.57价机械

32、费（元）29.8429.8429.8429.8429.8429.8429.8429.84表基价（元）314.34318.72316.87349.09314.61352.62314.76347.16工作内容： 同上。定额编号项目名称单位 代码人工综合工日工日预制混凝土 C20碎石20mmm3水泥白石子浆 12.5m3材二等板方材m3料草袋子m2水m3金刚石三角块塔式起重机 6t 以内台班机混凝土搅拌机 500L台班混凝土震捣器插入式台班械皮带运输机运距 15m台班机动翻斗车 1t台班基人工费（元）材料费（元）价机械费（元）表基价（元）3计量单位： 1m5479548054815482548354845485漏空门窗框小型构件水磨石井圈花格池槽窗台板隔板及其他单价(元)定额耗用量33.501.9032.1232.24528.65516.68615.8071.958227.801.0151.0151.0151.015640.801.0201.0201.0201820.000.05560.00300.13980.01860.01240.01331.