劳动定额混凝土工程

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 3混凝土水平运输；混凝土搅拌、捣固、养护。工作内容：1m计量单位：定额编号539253935394539553965397539853995400目项人工挖带形基础独立基础杯形满堂基础承台桩土桩护基础井壁混凝土毛石混混凝土毛石混混凝土基础有梁式无梁式凝土凝土名称单代)元单量额耗用定位码价 (人综合工日工33.501.8690.8370.9560.3651.0580.9941.1110.9151.320工日现浇混凝3m226.801.0150.8631.0150.8631.0151.0151.0151.0151.015材土 C

2、20碎石40mm料草袋子2m1.600.2300.2390.2520.3170.3260.3670.4850.5030.290水3m2.500.9390.7890.9190.7620.9310.9380.9730.9690.920毛石3m60.900.2720.272混凝土搅台147.000.1000.0330.0390.0330.0390.0390.0390.0390.039机拌机 500L班械混凝土震台16.000.2000.0660.0770.0660.0770.0770.0770.0770.077捣器插入班式机动翻斗台128.500.0660.0780.0660.0780.0780.0

3、780.0780.078车 1t班人工费（元）62.6128.0432.0312.2335.4433.3037.2230.6544.22基价表材料费（元）232.92214.65232.90214.71233.05233.13233.41233.43232.97机械费（元）17.9014.3916.9914.3916.9916.9916.9916.9916.99基价（元）313.43257.08281.92241.32285.48283.42287.62281.07294.17草袋子 2 0.0840.0861.600.100m材料水3 0.8520.8910.8990.9092.50m水泥砂

4、浆 1 230.0310.0310.031280.000.031m台班混凝土搅拌机 500L0.0620.0620.062150.000.062机台班混凝土震捣器插入式0.1240.12416.000.1240.124械台班灰浆搅拌机200L0.0040.00467.000.0040.004人工费 （元）200.85166.53140.66145.80基材料费 （元）247.45247.70247.75247.69价 机械费 （元） 11.5511.5511.5511.55表基价（元）459.85399.96405.03425.78236.64236.64236.64236.643、梁 3同上

5、。工作内容：1m计量单位：定额编号5 4055 406540754085 4095410项基础梁单梁连续异形梁圈梁过梁弧形拱形梁目梁名称单代单价(元)定额耗用量位码综合工日工33.501.3341.5511.6232.4102.6102.410人日工现浇混凝土C20碎石 40mm3m226.801.0151.0151.0151.0151.0151.015材料草袋子2m1.600.6030.5950.7230.8261.8570.998水3m2.501.0141.0190.9320.9841.3171.090混凝土搅拌机 500L台147.000.0630.0630.0630.0390.0630

6、.063机班械混凝土震捣器插入式台16.000.1250.1250.1250.0770.1250.125班人工费（元）44.6951.9654.3780.7487.4480.74基价表材料费（元）233.70233.70233.69233.98236.47234.52机械费（元）11.2611.2611.266.9711.2611.26基价（元）289.65296.92299.32321.68335.16326.524、墙3 同上。工作内容：1m计量单位：定额编号5 411541254135 4145 4155416项墙电梯井壁弧形混凝大钢模板墙建筑物目直形墙土墙毛石混凝土混凝土滑模工程名称单

7、代单价( 元)定额耗用量位码人综合工日工33.501.4121.9551.9572.0781.7041.517工日现浇混凝土 C20碎石 40mm3 m226.800.8350.9880.9880.9880.9881.015材料草袋子2 m1.600.0970.0770.1170.0950.1200.037水3 m2.500.7430.8870.9320.8971.3080.858毛石3 m60.900.272水泥砂浆 1 23 m280.000.0280.0280.0280.0280.028钢管 40m12.700.048胶管 1m10.000.119混凝土搅拌机 500L台147.000.

8、0510.0610.0610.0610.0610.100机班械混凝土震捣器插入式台16.000.1020.1220.1220.1220.1220.200班灰浆搅拌机 200L台67.000.0030.0030.0030.0030.003班多级离心清水泵扬程 120m台296.600.050班人工费（元）47.3065.4965.5669.6157.0850.82基价表材料费（元）215.80234.26234.44234.31235.38234.21机械费（元）9.3311.1211.1211.1211.1232.73基价（元）272.43310.87311.12315.05303.58317

9、.765、板3 同上。工作内容：1m计量单位号编额定5417541854195420项目有梁板无梁板平板拱板名称单位代)单价 (元量用额耗定码人综合工日工日33.501.3071.2211.3511.958工材现浇混凝土 C20碎石 20mm3m238.601.0151.0151.0151.015料草袋子2m1.601.0991.0511.4220.45水3m2.501.2041.1651.2891.009机混凝土搅拌机500L台班147.000.0630.0630.0630.063械混凝土震捣器插入式台班16.000.0630.0630.0630.063混凝土震动器平板式台班18.300.0

10、630.0630.0630.063基人工费（元）43.7840.9045.2665.59价表材料费（元）246.95246.77247.68245.42机械费（元）11.4211.4211.4211.42基价（元）302.15 299.10304.36322.446、其他23 同上。工作内容： 、 m计量单位： 1m号定额编5 4215 422542354245 4255 4265427目楼梯悬挑板地沟栏板扶手门框项直形弧形电缆沟2 投影面积每1m3 体积每 1m名称单代)(元单价定额耗用量位码人综合工日工33.500.5750.4880.2481.5083.0695.3272.265工日现浇

11、混凝土 C20碎石 20mm3 m238.600.2600.1780.1071.0151.0151.0151.015材料草袋子2 m1.600.2180.2310.2290.5110.2351.8400.237水3 m2.500.2900.2240.1661.0351.1191.5870.940混凝土搅拌机 500L台147.000.0260.0170.0100.1000.1000.1000.100机班械混凝土震捣器插入式台16.000.0520.0350.0130.2000.200班基人工费（元）19.2616.358.3150.52102.81178.4575.88价表材料费（元）63.1

12、143.4026.31245.58245.35249.09244.91机械费（元）4.653.061.6817.9014.7014.7017.90基价（元）87.0362.8136.30314.00362.86442.25338.693 同上。工作内容：1m计量单位：定额编号5 428542954305 43154325 433项目柱接柱及框小型天沟台阶压顶小型架柱接头名称单代单价 (元)定额耗用量位码人综合工日工33.503.0023.0142.4881.7732.6483.005工日现浇混凝土C20碎石 20mm3m238.601.0151.0151.0151.0151.0151.015材

13、料草袋子2m1.606.7391.7041.6773.8341.683水3m2.500.9122.7451.4201.3522.0521.546机混凝土搅拌机 500L台147.000.1000.1000.1000.1000.1000.100班械混凝土震捣器插入式台16.000.2000.200班人工费（元）100.57100.9783.3559.4088.71100.67基价表材料费（元）244.46259.82248.46248.24253.44248.74机械费（元）14.7014.7017.9017.9014.7014.70基价（元）359.73375.49349.70325.5435

14、6.85364.10（二）预制混凝土1、桩、柱3 混凝土水平运输；混凝土搅拌、捣固、养护；成品堆放。工作内容：1m计量单位：定额编号5 4345435543654375438目方桩空心桩桩尖矩形柱异形柱项名称单代单价(元)定额耗用量位码人综合工日工33.501.3301.6371.4321.1121.112工日材预制混凝土C30碎石 40mm3m244.801.0151.0151.0151.0151.010料二等板方材3m1820.000.00010.0001草袋子2m1.600.2760.2150.0360.3850.275水3m2.501.0180.9490.9051.0210.969机塔

15、式起重机6t 以内台675.700.0250.0250.025械班混凝土搅拌机 500L台147.000.0250.0250.0250.0250.025班混凝土震捣器插入式台16.000.0500.0500.0500.0500.050班皮带运输机运距15m台136.700.0250.0250.0250.0250.025班机动翻斗车 1t台128.500.0630.0630.0630.0630.063班人工费（元）44.5654.8447.9737.2537.25基价表材料费（元）251.64251.37250.79251.64250.11机械费（元）32.8832.8832.8815.9915

16、.99基价（元）329.08 339.09331.64304.88303.352、梁 3 同上。工作内容： 1m计量单位：定额编号543954405441544254435444项目矩形梁异形梁过梁拱形梁鱼腹式吊车风道梁梁名称单代 单价 (元)定额耗用量位码人综合工日工33.501.1471.4721.3521.4721.2191.157工日材预制混凝土C30碎石 40mm3m244.801.0151.0151.0151.0151.0151.015料二等板方材3m1820.000.00080.00040.00150.0009草袋子2m1.600.2800.3020.7210.4550.3990

17、.733水3m2.501.0261.0601.2121.1241.7381.169机塔式起重机 6t以内台675.700.0250.0250.0250.025械班混凝土搅拌机 500L台147.000.0250.0250.0250.0250.0390.025班混凝土震捣器插入式台16.000.0500.0500.0500.0500.0770.050班皮带运输机运距台136.700.0250.0250.0250.0250.02515m班机动翻斗车 1t台128.500.0630.0630.0630.0630.0780.063班基人工费（元）38.4249.3145.2949.3140.8438.

18、76价表材料费（元）252.94252.33255.39253.65253.46252.57机械费（元）32.8815.9932.8832.8816.9932.88基价（元）324.25317.63333.56335.84311.28324.213、屋架3 同上。工作内容： 1m计量单位：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代)元单价 (量用定额耗位码人综合工日工33.501.2961.3281.3561.3291.3181.837工日预制混凝土 C30碎石3m258.401.0151.0151.0151.0151.0151.

19、015材 20mm料二等板方材3m1820.000.00170.0043草袋子2m1.600.5190.6930.2900.8260.6790.714水3m2.501.1321.2311.0641.3101.1781.301塔式起重机6t 以内台675.700.025机班械混凝土搅拌机 500L台147.000.0390.0390.0390.0390.0390.025班混凝土震捣器插入式台16.000.0770.0770.0770.0770.0770.050班皮带运输机运距 15m台136.700.025班机动翻斗车 1t台128.500.0780.0780.0780.0780.0780.06

20、3班人工费（元）43.4244.4945.4344.5244.1561.54基价表材料费（元）265.94266.46265.40266.87269.40274.50机械费（元）16.9916.9916.9916.9916.9932.88基价（元）326.34327.94327.81328.38330.54368.924、板 3 混凝土水平运输。混凝土搅拌、捣固、养护。成品堆放。工作内容：1m 计量单位：号额编定5 4515 45254535454545554565 457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代)单价 (元量定额耗用位码人综合工日工33.501.2451.

21、5201.5331.4401.2351.3091.284工日材预制混凝土 C20碎石 20mm3 m227.801.0151.0151.0151.0151.0151.0151.015料二等板方材3 m1820.000.00190.00550.00340.00140.00230.00240.0010草袋子2 m1.602.2370.3251.3451.1632.1501.4912.558水3 m2.503.2551.0212.1782.5703.2111.5302.571机塔式起重机6t 以内台675.700.0130.0130.0130.0130.0130.0130.013械班混凝土搅拌机 5

22、00L台147.000.0250.0250.0250.0250.0250.0250.025班混凝土震捣器插入式台16.000.0500.0500.0500.0500.0500.0500.050班皮带运输机运距 15m台136.700.0250.0250.0250.0250.0250.0250.025班机动翻斗车 1t台128.500.0630.0630.0630.0630.0630.0630.063班龙门式起重机10t内台389.700.0130.0130.0130.0130.0130.0130.013班基人工费（元）41.7150.9251.3648.2441.3743.8543.01价表材

23、料费（元）246.39244.30245.00242.05246.87241.80243.56机械费（元）29.8429.8429.8429.8429.8429.8429.84基价（元）317.94325.06326.20320.13318.08315.49316.413 混凝土水平运输。混凝土搅拌、捣固、养护。成品堆放。工作内容：1m计量单位：号编定额5 4585 45954605461546254635 464项目大墙板大型多孔折板双 T 板挑檐板天沟板天窗墙面板名称单代)(元单价量用定额耗位码人综合工日工33.501.5501.7251.9201.2821.5761.6341.342工日

24、材预制混凝土C20碎石 20mm3 m227.801.0151.0151.0151.0151.0151.0151.015料二等板方材3 m1820.000.00080.00130.00070.00100.00730.00300.0012草袋子2 m1.600.5461.2142.8741.7051.0251.1701.461水3 m2.501.1631.6392.5532.0331.9441.6421.895机塔式起重机6t 以内台675.700.0130.0130.0130.0130.0130.0130.013械班混凝土搅拌机 500L台147.000.0250.0250.0250.0250

25、.0250.0250.025班混凝土震捣器平板式台18.300.0500.0500.0500.0500.0500.0500.050班皮带运输机运距 15m台136.700.0250.0250.0250.0250.0250.0250.025班机动翻斗车 1t台128.500.0630.0630.0630.0630.0630.0630.063班龙门式起重机10t内台389.700.0130.0130.0130.0130.0130.0130.013班基人工费（元）51.9357.7964.3242.9552.8054.7444.96价表材料费（元）236.45239.62243.47240.8525

26、1.00242.65240.48机械费（元）29.9529.9529.9529.9529.9529.9529.95基价（元）318.33327.36337.75313.75333.75327.35315.393 同上。工作内容： 1m计量单位：号编额定546554665467546854695470项目网架板升板架空隔热天窗端壁地沟盖板井盖板板板名称单代)单价 (元量定额耗用位码人综合工日工33.501.4511.1331.6681.2441.5271.960工日材预制混凝土 C20碎石 20mm3m227.801.0151.0151.0151.0151.0151.015料二等板方材3m182

27、0.000.00690.01070.01200.00710.0051草袋子2m1.602.2210.6473.6802.2040.9020.805水3m2.502.3611.2073.0802.3311.4561.328机塔式起重机6t 以内台675.700.0130.0130.0130.0130.013械班混凝土搅拌机 500L台147.000.0250.0390.0250.0250.0250.025班混凝土震捣器平板式台18.300.0500.0390.0500.0500.0500.050班混凝土震捣器插入式台16.000.039班皮带运输机运距 15m台136.700.0250.0250

28、.0250.0250.025班机动翻斗车 1t台128.500.0630.0900.0630.0630.0630.063班龙门式起重机 10t内台389.700.0130.0130.0130.0130.013班基人工费（元）48.6137.9655.8841.6751.1565.66价表材料费（元）253.23235.27264.28262.41249.22245.11机械费（元）29.9518.6429.9529.9529.9529.95基价（元）331.79 291.86350.11334.04330.33340.725、其他 3同上。工作内容： 1m计量单位：定额编号54715 4725

29、47354745475547654775478项目檩条雨篷阳台烟道垃楼梯段楼梯斜楼梯踏圾通风梁步道实心板空心板名称单代单价(元)量用额耗定位码人综合工日工33.501.2351.4181.4182.4631.3421.4161.3301.694工日材预制混凝土 C20碎石 20mm3m227.801.0151.0151.0151.0151.0151.0151.0151.015料二等板方材3m1820.000.00320.00310.00190.00160.00190.02200.00190.0110草袋子2m1.601.0460.7000.8810.1150.9021.0871.2302.168水3m2.501.7661.3601.3770.9731.4780.9411.4892.345机塔式起重机6t 以内台675.700.0130.0130.0130.0130.0130.0130.0130.013械班混凝土搅拌机 500L台147.000.0250.0250.0250.0250.02