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5 3925 3935 3945 3955 3965 3975 3985 3995 400目项人工挖 土桩护 井壁混 凝土带形根底独立根底杯形满堂基利承台桩根底毛石混凝土混凝土毛石混凝土混凝土根底有梁式无梁式名称单位代码元单价量额耗用定人工综合工日工日33.501.8690.8370.9560.3651.0580.9941.1110.9151.320材料现浇混凝土 C20碎石40mm3m226.801.0150.8631.0150.8631.0151.

2、0151.0151.0151.015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机械混凝土搅拌机500L台班147.000.1000.0330.0390.0330.0390.0390.0390.0390.039混凝土震捣器插入式台班16.000.2000.0660.0770.0660.0770.0770.0770.0770.077机动翻斗车1t台班128.500.0660.0780.0660

3、.0780.0780.0780.0780.078基价表人 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 20.0840.0861.600.100m 材料水 3 0.8520.8910.8990.909

4、2.50m水泥砂浆 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.

5、640.000.140.160.132.132.252.272.238.688.688.688.68 2 47.75 2 47.6 9 2 47.70 2 47.459.309.309.309.301.981.981.981.980.270.270.270.27 11.5511.5511.5511.553、梁3 同上.工作内容：1m计量单位:额 编 号5405540654075 40854095410项 目根底梁单梁连续梁异形梁圈梁过梁弧形拱形梁名称单位代码单价元定额耗用量人工综合工日工日33.501.3341.5511.6232.4102.6102.410材现浇混凝土 C20碎石40mm3m

6、226.801.0151.0151.0151.0151.0151.015料草袋子2m1.600.6030.5950.7230.8261.8570.998水3m2.501.0141.0190.9320.9841.3171.090机混凝土搅拌机500L台班147.000.0630.0630.0630.0390.0630.063械混凝土震捣器插入式台班16.000.1250.1250.1250.0770.1250.125基价人 工费元44.6951.9654.3780.7487.4480.74表材 料费元233.70233.70233.69233.98236.47234.52机 械费元11.2611

7、.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:额编号54115 4125413541454155416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位代码单价元定额耗用量人工综合工日工日33.501.4121.9551.9572.0781.7041.517材料现浇混凝土 C20碎石40mm3m226.800.8350.9880.9880.9880.9881.015草袋子2m1.600.0970.0770.1170.0950.1200.037水3m2

8、.500.7430.8870.9320.8971.3080.858毛石3m60.900.272水泥砂浆1 ： 23m280.000.0280.0280.0280.0280.028钢管G 40m12.700.048胶管1"m10.000.119机械混凝土搅拌机500L台班147.000.0510.0610.0610.0610.0610.100混凝土震捣器插入式台班16.000.1020.1220.1220.1220.1220.200灰浆搅拌机200L台班67.000.0030.0030.0030.0030.003多级离心清水泵扬程120m台班296.600.050基价表人 工费元47.

9、3065.4965.5669.6157.0850.82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272.43310.87311.12315.05303.58317.765、板3同上.工作内容：1m计量单位号 编 额定5 4175 4185 4195 420项目有梁板无梁板平板拱板名称单位代码单价元量用额耗定人工综合工日工日33.501.3071.2211.3511.958材料现浇混凝土 C2麟石20mm3m238.601.0151.0151.0151.015草袋子2m1.601.0

10、991.0511.4220.45水3m2.501.2041.1651.2891.009机械混凝土搅拌机500L台班147.000.0630.0630.0630.063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18.300.0630.0630.0630.063基价表人 工 费 元43.7840.9045.2665.59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

11、编5 4215 422542354245 42554265427目 项楼梯悬挑板地沟栏板扶手门框直形弧形电缆沟2投影面积每1m3体积每1m名称单位代码元单价定额耗用量人工综合工日工日33.500.5750.4880.2481.5083.0695.3272.265材料现浇混凝土 C20碎石20mm3m238.600.2600.1780.1071.0151.0151.0151.015草袋子2m1.600.2180.2310.2290.5110.2351.8400.237水3m2.500.2900.2240.1661.0351.1191.5870.940机械混凝土搅拌机500L台班147.000.0

12、260.0170.0100.1000.1000.1000.100混凝土震捣器插入式台班16.000.0520.0350.0130.2000.200基价人 工费元19.2616.358.3150.52102.81178.4575.88表材 料 费元63.1143.4026.31245.58245.35249.09244.91机 械 费元4.653.061.6817.9014.7014.7017.90基价元87.0362.8136.30314.00362.86442.25338.69二预制混凝土3同上.工作内容：1m计量单位:额 编 号5 4285429543054315 4325433项目柱接柱

13、及框架柱接头小型天沟台阶压顶小型名称单位代码单价元定额耗用量人工综合工日工日33.503.0023.0142.4881.7732.6483.005材料现浇混凝土 C20碎石20mm3m238.601.0151.0151.0151.0151.0151.015草袋子2m1.606.7391.7041.6773.8341.683水3m2.500.9122.7451.4201.3522.0521.546机械混凝土搅拌机500L台班147.000.1000.1000.1000.1000.1000.100混凝土震捣器插入式台班16.000.2000.200基价表人 工费元100.57100.9783.35

14、59.4088.71100.67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359.73375.49349.70325.54356.85364.101m计量单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:位：定 额 编 号54345 435543654375438目 项方桩空心桩桩尖矩形柱异形柱名称单位代码单价阮定额耗用量人综合工日工33.501.3301.6371.4321.1121.112工日材料预制混凝土 C30碎石40mm3m244.801.01

15、51.0151.0151.0151.010二等板方材3m1820.000.00010.0001草袋子2m1.600.2760.2150.0360.3850.275水3m2.501.0180.9490.9051.0210.969机械塔式起重机6t以内台班675.700.0250.0250.025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

16、.0630.0630.063基价表人 工费元44.5654.8447.9737.2537.25材 料费元251.64251.37250.79251.64250.11机 械费元32.8832.8832.8815.9915.99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5 4395 4405 4415 4425 4435 444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材料预制混凝土 C30碎石40mm3

17、m244.801.0151.0151.0151.0151.0151.015二等板方材3m1820.000.00080.00040.00150.0009草袋子2m1.600.2800.3020.7210.4550.3990.733水3m2.501.0261.0601.2121.1241.7381.169机械塔式起重机6t以内台班675.700.0250.0250.0250.025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16.000.0500.0500.0500.0500.0770.050班皮带运输机运距15m台班136.

18、700.0250.0250.0250.0250.025机动翻斗车1t台班128.500.0630.0630.0630.0630.0780.063基价表人 工 费 元38.4249.3145.2949.3140.8438.76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5 4455 4465 4475 4485 4495 450项目屋架门式天窗架拱体形组

19、合薄腹三角形钢架名称单位代码元单价量用定额耗人工综合工日工日33.501.2961.3281.3561.3291.3181.837材料预制混凝土 C30碎石20mm3m258.401.0151.0151.0151.0151.0151.015二等板方材3m1820.000.00170.0043草袋子2m1.600.5190.6930.2900.8260.6790.714水3m2.501.1321.2311.0641.3101.1781.301机械塔式起重机6t以内台班675.700.025混凝土搅拌机500L台班147.000.0390.0390.0390.0390.0390.025混凝土震捣器

20、插入式台班16.000.0770.0770.0770.0770.0770.050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基价表人工费元43.4244.4945.4344.5244.1561.54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

21、 额 编 定5451545254535 4545 45554565457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量定额耗用人工综合工日工日33.501.2451.5201.5331.4401.2351.3091.284材料预制混凝土 C20碎石20mm3m227.801.0151.0151.0151.0151.0151.0151.015二等板方材3m1820.000.00190.00550.00340.00140.00230.00240.0010草袋子2m1.602.2370.3251.3451.1632.1501.4912.558水3m2.503.2551.021

22、2.1782.5703.2111.5302.571机械塔式起重机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混凝土震捣器插入式台班16.000.0500.0500.0500.0500.0500.0500.050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10t内台班38

23、9.700.0130.0130.0130.0130.0130.0130.013基价表人 工费元41.7150.9251.3648.2441.3743.8543.01材 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5458545954605 4615 46254635464项目大墙板大型多孔

24、墙面板折板双T板挑檐板天沟板天窗名称单位代码元单价量用定额耗人工综合工日工日33.501.5501.7251.9201.2821.5761.6341.342材料预制混凝土 C20碎石20mm3m227.801.0151.0151.0151.0151.0151.0151.015二等板方材3m1820.000.00080.00130.00070.00100.00730.00300.0012草袋子2m1.600.5461.2142.8741.7051.0251.1701.461水3m2.501.1631.6392.5532.0331.9441.6421.895机械塔式起重机6t以内台班675.700

25、.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混凝土震捣器平板式台班18.300.0500.0500.0500.0500.0500.0500.050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10t内台班389.700.0130.0130.0130.0130.0130.0130.013基价表人 工

26、 费元51.9357.7964.3242.9552.8054.7444.96材 料 费元236.45239.62243.47240.85251.00242.65240.48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5 4655 4665 4675 4685 4695 470项目网架板开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量定额耗用人工综合工日工日33.501.4511.1331.6681.2441.5271

27、.960材料预制混凝土 C20碎石20mm3m227.801.0151.0151.0151.0151.0151.015二等板方材3m1820.000.00690.01070.01200.00710.0051草袋子2m1.602.2210.6473.6802.2040.9020.805水3m2.502.3611.2073.0802.3311.4561.328机械塔式起重机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混凝土震捣器平板式台班18.300.0500.0390.0

28、500.0500.0500.050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基价表人 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29.9518.6429.9529.9529.9529.95基价 元331.79.29

29、1.86350.11334.04330.33340.725、其他3同上.工作内容：1m计量单位:定额编号5 4715 4725 4735 4745 4755 4765 4775 478项目楝条雨篷阳台烟道垃圾通风道楼梯段楼梯斜梁楼梯踏 步实心板空心板名称单位代码单价元量用额耗定人工综合工日工日33.501.2351.4181.4182.4631.3421.4161.3301.694材料预制混凝土 C20碎石20mm3m227.801.0151.0151.0151.0151.0151.0151.0151.015二等板方材3m1820.000.00320.00310.00190.00160.001

30、90.02200.00190.0110草袋子2m1.601.0460.7000.8810.1150.9021.0871.2302.168水3m2.501.7661.3601.3770.9731.4780.9411.4892.345机械塔式起重机6t以内台班675.700.0130.0130.0130.0130.0130.0130.0130.013混凝土搅拌机500L台147.000.0250.0250.0250.0250.0250.0250.0250.025班混凝土震捣器插入式台班16.000.0500.0500.0500.0500.0500.0500.0500.050皮带运输机运距15m台班

31、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基价表人 工 费元41.3747.5047.5082.5144.9647.4444.5656.75元费材料243.13241.38239.53236.75239.81275.35240.37260.57机 械 费元29.8429.8429.8429.8429.8429.8429.8

32、429.84基价元314.34318.72316.87349.09314.61352.62314.76347.163同上.工作内容：1m计量单位:定 额 编 号5479548054815482548354845485项目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名称单位代码单价元定额耗用量人工综合工日工日33.501.9032.1232.24528.65516.68615.8071.958材料预制混凝土 C20碎石20mm3m227.801.0151.0151.0151.015水泥白石子浆1 ： 2.53m640.801.0201.0201.020二等板方材3m1820.000.05

33、560.00300.13980.01860.01240.0133草袋子2m1.605.4630.3321.2190.8812.7921.6620.557水3m2.504.6131.0691.7270.7671.7991.0361.290金刚石三角块16.705.4003.0005.400机械塔式起重机6t以内台班675.700.0250.0250.0250.025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16.000.0500.0500.0500.050皮带运输机运距15m台班136.700.0250.0250.0250.025

34、机动翻斗车1t台班128.500.0630.0630.0630.063基价表人 工费元63.7571.1275.21959.94558.98529.5365.59材 料费元352.68239.88491.92780.98712.68771.61259.54机 械费元32.8832.8832.880.003.680.0032.88基价元449.31343.88600.011740.921275.341301.15358.01三构筑物混凝土 1、贮水油池、贮仓3工作内容：混凝土水平运输.混凝土搅拌、捣固、养护. 1m计量单位：定 额 编 号5486548754885489549054915492项

35、目贮水油池贮仓池底池壁池盖立壁漏斗底板顶板名称单位代码单价元定额耗用量人工综合工日工日33.501.0631.9791.6502.1082.2902.0791.301材料现浇混凝土 C20碎石40mm3m226.801.0151.0151.0151.0151.0151.0151.015草袋子2m1.600.7220.2600.5760.1000.1000.3110.915水3m2.501.0361.6791.0041.3771.1900.9351.143机械混凝土搅拌机500L台班147.000.1000.1000.1000.1000.1000.1000.100混凝土震捣器插入式台班16.00

36、0.2000.2000.2000.2000.2000.2000.200卷扬机单筒快速1t内台班90.500.1000.1000.1000.100基价人 工费元35.6166.3055.2870.6276.7269.6543.58表材 料费元233.95234.82233.63233.80233.34233.04234.52机 械 费元17.9017.9017.9026.9526.9526.9526.95基价元287.46319.01306.81331.37337.00329.63305.062、水 塔3工作内容：1m同上.计量单位:士额 编 号5493549454955 4965497项目塔顶

37、及槽底塔身水箱内外壁回廊及平台筒式柱式名称单位代码单价元额耗用量人工综合工日工日33.501.9581.6272.1801.9581.631材料现浇混凝土 C20碎石40mmm3226.801.0151.0151.0151.0151.015草袋子m21.600.6300.1000.3300.0351.751水m32.501.0560.9391.1900.8411.408机混凝土搅拌机500L台班147.000.1000.1000.1000.1000.100械混凝土震捣器插入式台班16.000.2000.2000.2000.2000.200多级离心清水泵扬程 120m台班296.600.1000

38、.1000.1000.1000.100基人 工费元65.5954.5073.0365.5954.64价表材 料 费元233.85232.71233.71232.36236.52机 械 费元47.5647.5647.5647.5647.56基价元347.00334.77354.30345.51338.723、倒锥壳水塔 3im#量单位：工作内容：同上号定 额 编5 499550055015502550355045505项目滑升模浇钢筋混凝土支筒地面上浇水箱混凝土高度在m以内容积在t以内202530200300400500名称单位代码元单价量耗用定额人工综合工日工日33.501.5801.4951.4381.9591.9591.8601.860