定额及价目表格

1、常用定额、价目表、管理费及利润资料定额 编号名 称主材 用量单位人工 工日人工费材料费机械费基价 元企业管理费利润综合单价 元1-5人工挖掘沟槽2m以内100m340.381695.961695.961695.96 x 3.58%=60.721695.96 x 2.88%=48.841805.521-9人工挖地坑2m以内100m346.401948.801948.801948.80 x 3.58%=69.771948.80 x 2.88%=56.132074.701-19平整场地100m26.37267.54267.54267.56 x 3.58%=9.58267.54 x 2.88%=7.7

2、1284.831-20拈探及回填孔0.901t100m211.70491.40163.78655.18491.40 x 3.58%=17.59491.40 x2.88%=14.15686.921-26回填夯实素土100m340.251690.5027.64107.721825.861690.50 x 3.58%=60.521690.50 x 2.88%=48.691935.071-27回填夯实2： 8灰土16.45t100m370.242950.083017.92107.726075.722950.08 x 3.58%=105.612950.08 x 2.88%=84.966266.291-2

3、8回填夯实3: 7灰土24.67t100m370.242950.084512.16107.727569.962950.08 x 3.58%=105.612950.08 x 2.88%=84.967760.531-32单双轮车运土 50m100m316.44690.48690.48690.48 x 3.58%=24.72690.48 x2.88%=19.89735.091-33单双轮车运土每增 50m100m32.64110.88110.88110.88 x 3.58%=3.97110.88 x 2.88%=3.19118.042-1打压预制桩12m以内10m316.78704.7688.191

4、177.241970.191970.19 x 1.72%=33.891970.19+33.89x 1.07%=21.442025.522-21走管式打桩机打孔，孔深15m以内10m314.01233.94122.57587.15943.66943.66 x 1.72%=16.23943.66+16.23x 1.07%=10.27970.162-23螺旋钻机成孔12m以内10m318.28682.84106.22542.231331.291331.29 x 1.72%=22.901331.29+22.90x 1.07%=14.491368.682-60旋挖钻机成孔10m36.04253.6881

5、.911248.351583.941583.94 x 1.72%=27.241583.94+27.24x 1.07%=17.241628.422-68灰土挤密桩3: 72467kg10m39.57401.94563.41323.781289.131289.13 x 1.72%=22.171289.13+22.17x 1.07%=14.031325.332-107其他成孔灌注混凝土，现场搅拌【C25: 180220】11.98 m310m314.22597.242275.36395.263267.863267.86 x 1.72%=56.213267.86+56.21x 1.07%=35.573

6、359.642-108其他成孔灌注混凝土，商品混凝土1C25:同上】11.98 m310m32.2494.082275.36146.042515.482515.48 x 1.72%=43.272515.48+43.27x 1.07%=27.382586.132-109监桩头m37.20302.40302.40302.40 x 1.72%=5.20302.40+5.20x 1.07%=3.29310.892-110帏头处理个0.70129.4429.4429.44 x 1.72%=0.5129.44+0.51x 1.07%=0.3230.272-111钢筋笼安放【电焊条：普通】6.97 kgt3

7、.11130.6246.32214.20391.14391.14x 1.72%=6.73391.14+6.73x 1.07%=4.26402.132-112泥渣外运1000m361.302574.6034433.5437008.1437008.14 x 1.72%=636.5437008.14+636.54x 1.07%=402.8038047.483-1有基础【M10水泥：2.36 m3标准传5.236千块10m311.79495.181513.4627.862036.502036.50 x 5.11%=104.072036.50+104.07x 3.11%=66.572207.143-2混

8、水砖墙1/2醇M5水泥：1.95 m3标准传5.641千块10m320.14845.881514.0123.042382.932382.93 x 5.11%=121.772382.93+121.77x 3.11%=77.902582.603-4混水砖墙1醇【M5水泥：2.13 m3标准科】5.510千块10m316.08675.361626.6526.582328.592328.59 x 5.11%=118.992328.59+118.99x 3.11%=76.122523.703-25蓼星砌体【M5混合：2.11 m3标准科】5.514千块10m329.761249.921648.0931.

9、332929.342929.34 x 5.11%=149.692929.34+149.69x 3.11%=95.763174.793-34物体内加固筋【圆钢筋：综合】1.030 tt22.58948.363659.6548.194656.204656.20 x 5.11%=237.934656.20+237.93x 3.11%=152.215046.343-35承重粘土多孔砖墙 1/2科【M5混合：1.50 m33.548千块10m314.80621.602123.3917.722762.712762.71 x 5.11%=141.172762.71+141.17x 3.11%=90.3129

10、94.193-37承重粘土多孔砖墙1科【M7.5混合：1.89m33.400千块10m312.49524.582114.1922.332661.102661.10 x 5.11%=135.982661.10+135.98x 3.11%=86.992884.073-38承重粘土多孔砖墙1科半【M7.5混合：2.01 m33.354千块10m311.27473.342110.9523.752608.042608.04*5.11%=133.272608.04+133.27*3.11%=85.252826.563-39拒承重粘土多孔砖墙 1/2科【M5混合：0.90 m31.419千块10m314.8

11、3622.861161.3310.631794.821794.82 x 5.11%=91.721794.82+91.72x3.11%=58.671945.213-40拒承重粘土多孔砖墙1科【M5混合：1.33 m311.360千块10m312.49524.581259.0415.741799.361799.36 x 5.11%=91.951799.36+91.95x 3.11%=58.821950.133-42多孔砖墙1/2科【M5混合：1.33 m31.813千块10m314.84623.281459.0215.742098.042098.04 x 5.11%=107.212098.04+1

12、07.21x 3.11%=68.582273.833-43多孔砖墙1科【M5混合：1.46 m31.790千块10m312.49524.581466.617.232008.412008.41 x 5.11%=102.632008.41+102.63x 3.11%=65.652176.694-1C20砾石混凝土普通1.015 m3m31.8276.44174.2617.73268.43268.43 x 5.11%=13.729268.43+13.72) x 3.11%=8.77290.924-3C30砾石预应力混凝土先张法1.015m3m31.4761.74217.5323.06302.3330

13、2.33 x 5.11%=15.45302.33+15.45x3.11%=9.88327.664-6圆钢0 10以内1.020tt17.34728.283667.8242.194438.294438.29 x 5.11%=226.804438.29+226.80x 3.11%=145.084810.174-7圆钢0 10以上1.045tt10.08423.363761.9994.54279.854279.85 x 5.11%=218.704279.85+218.70x 3.11=139.904638.454-8螺纹钢10以上，含0 101.045tt7.84329.283942.38114.3

14、24385.984385.98 x 5.11%=224.124385.98+224.12x 3.11%=143.374753.474-10先张法预应力钢筋，？ 5以内冷拔丝1.090 tt18.62782.044622.4574.525479.015479.01 x 5.11%=279.985479.01+279.98x 3.11%=179.105938.09B4-1C20混凝土，非现场搅拌【泵送混凝土】1.005 m3m30.5322.26190.511.36214.13214.13 x 5.11%=10.94214.13+10.94x 3.11%=7.00232.07B4-4混凝土内植钢筋

15、，0 10以内10根0.2510.5064.1420.2294.8694.86 x 5.11%=4.8594.86+4.85x3.11%=3.10102.81定额 编号名 称主材 用量单位人工 工日人工费材料费机械费基价 元企业管理费利润综合单价 元4-18带形基础钢筋混凝土有梁式m30.6226.0440.884.4371.3571.35 x 5.11%=3.6571.35+3.65x 3.11%=2.3377.334-21独立基础钢筋混凝土m30.5422.6847.772.9573.4073.40 x 5.11%=3.7573.40+3.75x 3.11%=2.4079.554-23满堂

16、基础无梁式m30.093.783.241.828.848.84 x 5.11%=0.458.84+0.45x 3.11%=0.299.584-24满堂基础有梁式m30.4820.1616.951.9439.0539.05 x 5.11%=2.0039.05+2.00x 3.11%=1.2842.334-29混凝土基础垫层m30.177.1430.820.4138.3738.37 x 5.11%=1.9638.17+1.96x 3.11%=1.2541.584-31把形柱断面周长 1.8m以内m34.27179.34153.8918.29351.52351.52 x 5.11%=17.96351

17、.52+17.96x3.11%=11.49380.974-32把形柱断面周长 1.8m以上m32.65111.3083.339.72204.35204.35 x 5.11%=10.44204.35+10.44x 3.11%=6.68221.474-35陶造柱m32.65111.3062.987.78182.06182.06 x 5.11%=9.30182.06+9.30x 3.11%=5.95197.314-36基础梁m32.71113.82107.229.98231.02231.02 x 5.11%=11.81231.02+11.81x 3.11%=7.55250.384-37更形梁m34.

18、53190.26147.9517.94356.15356.15 x 5.11%=18.20356.15+18.20x 3.11%=11.64385.994-39圈过梁m33.79159.18130.928.98299.08299.08 x 5.11%=15.28299.08+15.28x 3.11%=9.78324.144-48有梁板厚100以内m34.20176.40144.5325.58346.51346.51 x 5.11%=17.71346.51 + 17.71x 3.11%=11.33375.554-49有梁板厚100以上m33.94165.48123.3320.77309.5830

19、9.58 x 5.11%=15.82309.58+15.82x 3.11%=10.12335.524-50无梁板m31.9481.4872.988.39162.85162.85 x 5.11%=8.32162.85+8.32x 3.11%=5.32176.494-51平板后100以内m34.45186.90155.2925.03367.22367.22 x 5.11%=18.76367.22+18.76x 3.11=12.00397.984-52平板后100以上m33.01126.42105.2116.84248.47248.47 x 5.11%=12.70248.47+12.70x3.11%

20、=8.12269.294-54天沟，挑檐，悬挑构件m37.72324.24311.628.2664.04664.04 x 5.11%=33.93664.04+33.93x 3.11%=21.71719.684-56整体楼梯普通10m210.32433.44287.0743.44763.95763.95 x 5.11%=39.04763.95+39.04x3.11%=24.97827.964-58相篷10m27.14299.88226.6836.73563.29563.29 x 5.11%=28.78563.29+28.78x3.11%=18.41610.484-59整体阳台10m215.656

21、57.30862.4572.451592.201592.20 x 5.11%=81.361592.20+81.36x 3.11%=52.051725.614-60阳台底板10m27.37309.54261.1940.29611.02611.02 x 5.11%=31.22611.02+31.22x 3.11%=19.97662.214-61圆弧，雨篷，阳台底板10m28.13341.46666.9530.991039.401039.40 x 5.11%=53.111039.40+53.11x 3.11%=33.981126.494-62栏板10m25.64236.88447.8122.7270

22、7.41707.41 x 5.11%=36.15707.41+36.15x 3.11%=23.12766.684-68梁板层图超过3.6m每增加1m)m30.4719.744.1310.9934.8634.86 x 5.11%=1.7834.86+1.78x3.11%=1.1437.784-69墙柱层局超过3.6m每增加1m)m30.2912.183.221.116.5016.50 x 5.11%=0.8416.50+0.84x3.11%=0.5417.884-84过梁模板预制m32.2092.40103.6992.08288.17288.17 x 5.11%=14.73288.17+14.7

23、3x3.11%=9.42312.324-112预应力多孔板厚 120m32.0184.4262.2562.95209.62209.62 x 5.11%=10.71209.62+10.71x 3.11%=6.85227.184-160空心板座浆厚120【细石混凝土 0300.80 m310m36.97292.74389.6718.33700.74700.74 x 5.11%=35.81700.74+35.81x 3.11%=22.91759.46B4-14套筒冷压10个0.4016.8078.1726.10121.07121.07x 5.11%=6.19121.07+6.19x3.11%=3.9

24、6131.22B4-23牌螺纹钢接头16 mm以内10个0.7933.18149.1615.62197.96197.96 x 5.11%=10.12197.96+10.12x 3.11%=6.47214.556-1预制钢筋混凝d类构件运输 1Km以内10m32.72114.2421.75629.53765.52765.52 x 5.11%=39.12765.52+39.12x3.11%=25.02829.666-2预制钢筋混凝d类构件运输5Km以内10m34.24178.0821.75981.331181.161181.16x 5.11%=60.361181.16+60.36x 3.11%=3

25、8.611280.136-3预制钢筋混凝d类构件运输10Km以内10m35.40226.8021.751251.551500.101500.10 x 5.11%=76.661500.10+76.66x3.11%=49.041625.806-7预制钢筋混凝土二类构件运输 1Km以内10m32.1690.7228.59543.41662.72662.72 x 5.11%=33.86662.72+33.86x 3.11%=21.66718.246-8预制钢筋混凝土二类构件运输5Km以内10m33.16132.7228.59797.00958.31958.31 x 5.11%=48.97958.31+

26、48.97x3.11%=31.331038.616-9预制钢筋混凝土二类构件运输10Km以内10m33.92164.6428.59986.191179.421179.42 x 5.11%=60.271179.42+60.27x3.11%=38.551278.246-13预制钢筋混凝土三类构件运输 1Km以内10m33.00126.0048.40936.421110.821110.82 x 5.11%=56.751110.82+56.76x 3.11%=36.311203.886-14预制钢筋混凝土三类构件运输5Km以内10m34.50189.0048.401400.631638.031638.

27、03 x 5.11%=83.701638.03+83.70x 3.11%=53.551775.286-15预制钢筋混凝土三类构件运输10Km以内10m36.30264.6048.401970.472283.472283.47 x 5.11%=116.692283.47+116.69x 3.11%=74.642474.806-40木门窗运输 1km以内100m20.8435.28145.86181.14181.14 x 5.11%=9.26181.14+9.26x 3.11%=5.92196.32定额 编号名 称主材 用量单位人工 工日人工费材料费机械费基价 元企业管理费利润综合单价 元6-41

28、木门窗运输 5km以内100m21.2452.08215.32267.40267.40 x 5.11%=13.66267.40+13.66x3.11%=8.74289.806-42木门窗运输 10km以内100m21.5263.84263.94327.78327.78 x 5.11%=16.75327.78+16.75x3.11%=10.71355.246-86空心板安装10m38.75367.50199.31540.251107.061107.06 x 5.11%=56.571107.06+56.57x 3.11%=36.191199.827-23木门框有亮制作1.696 m3100m210

29、.86456.125446.7070.215973.035973.03 x 5.11%=305.225973.03+305.22x 3.11%=195.256473.507-24木门框有亮安装100m212.39520.3868.64589.02589.02 x 5.11%=30.10589.02+30.10x 3.11%=19.25638.377-25木门框无亮制作1.545 m3100m29.49398.585133.7160.905593.195593.19 x 5.11%=285.815593.19+285.81x 3.11%=182.846061.847-26木门框无亮安装100m2

30、12.67532.1476.06608.20608.20 x 5.11%=31.08608.20+31.08x 3.11%=19.88659.167-27普通平开门，木门扇安装100m29.74409.08650.21059.281059.28 x 5.11%=54.131059.28+54.13x3.11%=34.631148.04B7-1成品木门安装100m222.38939.9618736.2919676.2519676.25 x 5.11%=1005.4619676.25+1005.46x 3.11%=643.2021324.918-1三合土垫层m31.34956.66100.031.

31、39158.08158.08 x 5.11%=8.08158.08+8.08x3.11%=5.17171.338-19靖基防水砂浆100m28.72366.24362.8822.68751.80751.80 x 5.11%=38.42751.80+38.42x3.11%=24.58814.808-20水泥砂浆找平混凝土硬基层120厚1: 3】2.02 m3100m28.15342.30423.9824.1790.38790.38 x 5.11%=40.39790.38+40.39x3.11%=25.84856.618-21水泥砂浆找平填充材料上120厚1: 2.5】2.53 m3100m28.

32、36351.12504.1129.77885.00885.00 x 5.11%=45.22885.00+45.22x3.11%=28.93959.158-22水泥砂浆找平每增减 5 mm120厚1： 3】0.51 m3100m21.4159.2287.936.38153.53153.53 x 5.11%=7.85153.53+7.85x3.11%=5.02166.408-25素水泥浆一道掺建筑胶【建筑胶粉】0.101 m3100m21.1548.3074.111.42123.83123.83 x 5.11%=6.33123.83+6.33x 3.11%=4.05134.218-27混凝土散水面

33、层一次抹光【C15】6.60 m3100m227.901171.801370.682.092624.492624.49 x 5.11%=134.112624.49+134.11x3.11%=85.792844.399-23石油沥青玛蹄脂卷材二毡三油【卷材350g】237.94 m2100m25.12215.043158.373373.413373.41 x 5.11%=172.383373.41+172.38x 3.11%=110.273656.069-27女性沥青卷材热熔法【APP、SBS卷材】123.41 m2100m24.56191.522202.492394.012394.01 x 5

34、.11%=122.332394.01+122.33x 3.11%=78.262594.609-29聚氯乙烯卷材【聚氯乙烯卷材】110.22 m2100m23.39142.386242.786385.166385.16 x 5.11%=326.286385.16+326.28x 3.11%=208.736920.179-30氯化聚乙烯卷材CPE【聚氯乙烯卷材】110.22 m2100m23.39142.383055.793198.173198.17 x 5.11%=163.433198.17+163.43x 3.11%=104.553466.159-37SBS弹性沥青涂膜一布五胶【胶料SBS】2

35、70.68kg100m25.12215.041712.841927.881927.88 x 5.11%=98.511927.88+98.51x 3.11%=63.022089.419-38SBS弹性沥青涂膜二布七胶【胶料SBS】321.18 kg100m27.46313.322120.542433.862433.86 x 5.11%=124.372433.86+124.37x 3.11%=79.562637.799-43拒焦油聚氨酯涂膜厚 1.5mm）【防水涂料】127.37 kg100m23.27137.34978.891116.231116.23x 5.11%=57.041116.23+5

36、7.04x 3.11%=36.491209.769-44拒焦油聚氨酯涂膜厚 2mm）【防水涂料】127.37 kg100m23.72156.241190.991347.231347.23 x 5.11%=68.841347.23+68.85x3.11%=44.041460.119-47水泥膨胀蛭石板10.40 m310m32.99125.581352.001477.58x 5.11%x 3.11%9-48僧水膨胀珍珠岩板10.40 m310m35.28221.763702.403924.163924.16 x 5.11%=200.523924.16+200.52x 3.11%=128.2842

37、52.969-53侨塑聚苯板【挤塑聚苯板】10.10 m310m314.95627.901818.002445.902445.90 x 5.11%=124.992445.90+124.99x 3.11%=79.952650.849-55现浇水泥膨胀珍珠岩【珍珠岩料】10.40 m310m37.19301.983666.953968.933968.93 x 5.11%=202.813968.93+202.81x 3.11%=129.744301.489-56水泥炉渣找坡层1:6【水泥炉渣料】10.40 m310m37.19301.981167.001468.981468.98 x 5.11%=7

38、5.061468.98+75.06x3.11%=48.021592.069-74石油沥青玛蹄脂卷材二毡三油平面【卷材350g239.78 m2100m28.04337.682790.983128.663128.66 x 5.11%=159.873128.66+159.87x 3.11%=102.273390.809-75石油沥青玛蹄脂卷材二毡三油立面【卷材350g239.78 m2100m211.59486.782902.253389.033389.03 x 5.11%=173.183389.03+173.18x 3.11%=110.783672.999-80女性沥青卷材热熔法平面【改性沥青卷

39、材】120.13 m2100m24.71197.822129.282327.102327.10 x 5.11%=118.912327.10+118.91x 3.11%=76.072522.089-81女性沥青卷材热熔法立面【改性沥青卷材】120.13 m2100m29.34392.282129.732522.012522.01 x 5.11%=128.872522.01+128.87x 3.11%=82.442733.329-88石油沥青一遍平囿【石油沥青30#】201.83kg100m21.8778.54894.25972.79972.79 x 5.11%=49.71972.79+49.71

40、x3.11%=31.801054.309-92石油沥青玛蹄脂一遍 平面【石油沥青】100m21.8878.96928.421007.381007.38 x 5.11%=51.481007.38+51.48x3.11%=32.931091.799-96SBS弹性沥青涂膜一布五股平囿【胶料】270.68kg100m26.69280.981697.761978.741978.74 x 5.11%=101.111978.74+101.11 x 3.11%=64.682144.539-106拒焦油聚氨酯涂膜，1.5厚平面【防水涂料】189.88kg100m24.26178.92963.811142.73

41、1142.73 x 5.11%=58.391142.73+58.39x3.11%=37.351238.47B9-9外墙外保温，贴聚苯板【聚苯板30厚】102.5 m2100m224.001008.003055.794063.794063.79 x 5.11%=207.664063.79+207.66x 3.11%=132.844404.2910-1水泥砂浆楼地面120厚1 : 2.5】2.02 m3100m210.74537.00527.0124.11088.111088.11 x 3.83%=41.671088.11+41.67x 3.37%=38.071167.8510-2水泥砂浆台阶12

42、0厚1 : 2.5】2.99 m3100m229.471473.50780.4235.452289.322289.32 x 3.83%=87.682289.32+87.68x 3.37%=80.102457.10定额 编号名 称主材 用量单位人工 工日人工费材料费机械费基价 元企业管理费利润综合单价 元10-3水泥砂浆楼梯120厚1 : 2.5】2.761 m3100m244.422221.00722.0532.612975.662975.66 x 3.83%=113.972975.66+113.97x 3.37%=104.123193.7510-19大理石楼地面120厚1 : 3】2.02m

43、3100m225.901295.0024963.5283.1426341.6626341.66 x 3.83%=1008.8926341.66+1008.89x 3.37%=273.5127624.0610-29水泥砂浆大理石台阶130厚1: 3】4.484m3100m251.272563.5038692.80289.6641545.9641545.96 x 3.83%=1591.2141545.96+1591.21x 3.37%=1453.7244590.8910-68陶瓷地砖楼地面周长在1200以内【地砖】102.50m2100m230.441522.007294.3382.848854.

44、178854.17 x 3.83%=339.118854.17+339.11x 3.37%=309.819503.0910-70陶瓷地砖楼地面周长在 2000以外【地砖】103.50m2100m234.011700.509901.8382.8411685.1711685.17x 3.83%=447.5411685.17+447.54x 3.37%=408.8712541.5810-71陶瓷地砖楼梯15厚1: 2.5/20厚1: 3】0.69/2.76100m259.502975.0010267.28100.8513343.1313343.13 x 3.83%=511.0413343.13+51

45、1.04x 3.37%=466.8914321.0610-72陶瓷地砖台阶15厚1: 1/20厚1 : 3】0.75/2.99100m246.202310.0011178.52110.7213599.2413599.24 x 3.83%=520.8513599.24+520.85x 3.37%=475.8514595.9410-73陶瓷地砖踢脚线100m242.802140.007002.5059.879202.379202.37 x 3.83%=352.459202.37+352.45x 3.37%=322.009876.8210-74陶瓷地砖零星项目15厚1: 2.5/20厚1 : 3】0

46、.56/2.24100m283.904195.007619.8060.0211874.8211874.82 x 3.83%=454.8111874.82+454.81x 3.37%=415.5112745.1410-95陶瓷锦醇台阶120厚1 : 3】2.02m3100m298.004900.004547.6236.869484.489484.48 x 3.83%=363.269484.48+363.26x 3.37%=331.8710179.6110-229西墙内墙面晋通石灰砂浆两遍16mm厚100m212.90645.00582.5721.271248.841248.84 x 3.83%=

47、47.831248.84+47.83x 3.37%=43.701340.3710-244水泥砂浆外砖墙面 20mm厚【8厚1: 2.5/12厚1 : 3】0.924/1.385100m215.79789.50432.7426.941249.181249.18 x 3.83%=47.841249.18+47.84x 3.37%=43.711340.7310-245水泥砂浆外混凝土墙面20mm厚100m218.08904.00646.9328.361579.291579.29 x 3.83%=60.491579.29+60.49x 3.37%=55.261695.0410-247水泥砂浆内砖墙面16mm厚【6厚1: 2.5/10厚1 : 3】0.693/1.154100m211.66583.00346.8221.98951.80951.80 x 3.83%=36.45951.80+36.45x 3.37%=33.301021.5510-248水泥砂浆内混凝土墙面 16mm厚100m212.62631.00423.9523.391078.341078.34 x 3.83%=41.301078.34+41.30x 3.37%=37.731157.3710-252昆凝土面抹水