定額及價(jià)目表格

PAGEPAGE5常用定額、價(jià)目表、管理費(fèi)及利潤(rùn)資料定額編號(hào)名稱主材用量計(jì)量單位人工工日人工費(fèi)材料費(fèi)機(jī)械費(fèi)基價(jià)（元）企業(yè)管理費(fèi)利潤(rùn)綜合單價(jià)（元）1-5人工挖掘溝槽（2m以內(nèi)）100m340.381695.961695.961695.96ｘ3.58%=60.721695.96ｘ2.88%=48.841805.521-9人工挖地坑（2m以內(nèi)）100m346.401948.801948.801948.80ｘ3.58%=69.771948.80ｘ2.88%=56.132074.701-19平整場(chǎng)地100m26.37267.54267.54267.56ｘ3.58%=9.58267.54ｘ2.88%=7.71284.831-20鉆探及回填孔0.901t100m211.70491.40163.78655.18491.40ｘ3.58%=17.59491.40ｘ2.88%=14.15686.921-26回填夯實(shí)素土100m340.251690.5027.64107.721825.861690.50ｘ3.58%=60.521690.50ｘ2.88%=48.691935.071-27回填夯實(shí)2：8灰土16.45t100m370.242950.083017.92107.726075.722950.08ｘ3.58%=105.612950.08ｘ2.88%=84.966266.291-28回填夯實(shí)3：7灰土24.67t100m370.242950.084512.16107.727569.962950.08ｘ3.58%=105.612950.08ｘ2.88%=84.967760.531-32單（雙）輪車運(yùn)土50m100m316.44690.48690.48690.48ｘ3.58%=24.72690.48ｘ2.88%=19.89735.091-33單（雙）輪車運(yùn)土每增50m100m32.64110.88110.88110.88ｘ3.58%=3.97110.88ｘ2.88%=3.19118.042-1打（壓）預(yù)制樁（12m以內(nèi)）10m316.78704.7688.191177.241970.191970.19ｘ1.72%=33.89（1970.19+33.89）ｘ1.07%=21.442025.522-21走管式打樁機(jī)打孔，孔深（15m以內(nèi)）10m314.01233.94122.57587.15943.66943.66ｘ1.72%=16.23（943.66+16.23）ｘ1.07%=10.27970.162-23螺旋鉆機(jī)成孔（12m以內(nèi)）10m318.28682.84106.22542.231331.291331.29ｘ1.72%=22.90（1331.29+22.90）ｘ1.07%=14.491368.682-60旋挖鉆機(jī)成孔10m36.04253.6881.911248.351583.941583.94ｘ1.72%=27.24（1583.94+27.24）ｘ1.07%=17.241628.422-68灰土擠密樁（3：7）2467kg10m39.57401.94563.41323.781289.131289.13ｘ1.72%=22.17（1289.13+22.17）ｘ1.07%=14.031325.332-107其他成孔灌注混凝土，現(xiàn)場(chǎng)攪拌【C25：180~220】11.9810m314.22597.242275.36395.263267.863267.86ｘ1.72%=56.21（3267.86+56.21）ｘ1.07%=35.573359.642-108其他成孔灌注混凝土，商品混凝土【C25：同上】11.9810m32.2494.082275.36146.042515.482515.48ｘ1.72%=43.27（2515.48+43.27）ｘ1.07%=27.382586.132-109鑿樁頭m37.20302.40302.40302.40ｘ1.72%=5.20（302.40+5.20）ｘ1.07%=3.29310.892-110樁頭處理個(gè)0.70129.4429.4429.44ｘ1.72%=0.51（29.44+0.51）ｘ1.07%=0.3230.272-111鋼筋籠安放【電焊條：普通】6.97kgt3.11130.6246.32214.20391.14391.14ｘ1.72%=6.73（391.14+6.73）ｘ1.07%=4.26402.132-112泥渣外運(yùn)1000m361.302574.6034433.5437008.1437008.14ｘ1.72%=636.54（37008.14+636.54）ｘ1.07%=402.8038047.483-1磚基礎(chǔ)【M10水泥：2.36m3/標(biāo)準(zhǔn)磚】5.236千塊10m311.79495.181513.4627.862036.502036.50ｘ5.11%=104.07（2036.50+104.07）ｘ3.11%=66.572207.143-2混水磚墻1/2磚【M5水泥：1.95m3/標(biāo)準(zhǔn)磚】5.641千塊10m320.14845.881514.0123.042382.932382.93ｘ5.11%=121.77（2382.93+121.77）ｘ3.11%=77.902582.603-4混水磚墻1磚【M5水泥：2.13m3/標(biāo)準(zhǔn)磚】5.510千塊10m316.08675.361626.6526.582328.592328.59ｘ5.11%=118.99（2328.59+118.99）ｘ3.11%=76.122523.703-25零星砌體【M5混合：2.11m3/標(biāo)準(zhǔn)磚】5.514千塊10m329.761249.921648.0931.332929.342929.34ｘ5.11%=149.69（2929.34+149.69）ｘ3.11%=95.763174.793-34砌體內(nèi)加固筋【圓鋼筋：綜合】1.030tt22.58948.363659.6548.194656.204656.20ｘ5.11%=237.93（4656.20+237.93）ｘ3.11%=152.215046.343-35承重粘土多孔磚墻1/2磚【M5混合：1.50m3】3.548千塊10m314.80621.602123.3917.722762.712762.71ｘ5.11%=141.17（2762.71+141.17）ｘ3.11%=90.312994.193-37承重粘土多孔磚墻1磚【M7.5混合：1.89m3】3.400千塊10m312.49524.582114.1922.332661.102661.10ｘ5.11%=135.98（2661.10+135.98）ｘ3.11%=86.992884.073-38承重粘土多孔磚墻1磚半【M7.5混合：2.01m3】3.354千塊10m311.27473.342110.9523.752608.042608.04*5.11%=133.27（2608.04+133.27）*3.11%=85.252826.563-39非承重粘土多孔磚墻1/2磚【M5混合：0.90m3】1.419千塊10m314.83622.861161.3310.631794.821794.82ｘ5.11%=91.72（1794.82+91.72）ｘ3.11%=58.671945.213-40非承重粘土多孔磚墻1磚【M5混合：1.33m3】1.360千塊10m312.49524.581259.0415.741799.361799.36ｘ5.11%=91.95（1799.36+91.95）ｘ3.11%=58.821950.133-42多孔磚墻1/2磚【M5混合：1.33m3】1.813千塊10m314.84623.281459.0215.742098.042098.04ｘ5.11%=107.21（2098.04+107.21）ｘ3.11%=68.582273.833-43多孔磚墻1磚【M5混合：1.46m3】1.790千塊10m312.49524.581466.617.232008.412008.41ｘ5.11%=102.63（2008.41+102.63）ｘ3.11%=65.652176.694-1C20礫石混凝土（普通）1.015m31.8276.44174.2617.73268.43268.43ｘ5.11%=13.729268.43+13.72)ｘ3.11%=8.77290.924-3C30礫石預(yù)應(yīng)力混凝土先張法1.015m31.4761.74217.5323.06302.33302.33ｘ5.11%=15.45（302.33+15.45）ｘ3.11%=9.88327.664-6圓鋼￠10以內(nèi)1.020tt17.34728.283667.8242.194438.294438.29ｘ5.11%=226.80（4438.29+226.80）ｘ3.11%=145.084810.174-7圓鋼￠10以上1.045tt10.08423.363761.9994.54279.854279.85ｘ5.11%=218.70（4279.85+218.70）ｘ3.11=139.904638.454-8螺紋鋼Φ10以上，（含￠10）1.045tt7.84329.283942.38114.324385.984385.98ｘ5.11%=224.12（4385.98+224.12）ｘ3.11%=143.374753.474-10先張法預(yù)應(yīng)力鋼筋，?5以內(nèi)冷拔絲1.090tt18.62782.044622.4574.525479.015479.01ｘ5.11%=279.98（5479.01+279.98）ｘ3.11%=179.105938.09B4-1C20混凝土，非現(xiàn)場(chǎng)攪拌【泵送混凝土】1.005m30.5322.26190.511.36214.13214.13ｘ5.11%=10.94（214.13+10.94）ｘ3.11%=7.00232.07B4-4混凝土內(nèi)植鋼筋，￠10以內(nèi)10根0.2510.5064.1420.2294.8694.86ｘ5.11%=4.85（94.86+4.85）ｘ3.11%=3.10102.81定額編號(hào)名稱主材用量計(jì)量單位人工工日人工費(fèi)材料費(fèi)機(jī)械費(fèi)基價(jià)（元）企業(yè)管理費(fèi)利潤(rùn)綜合單價(jià)（元）4-18帶形基礎(chǔ)鋼筋混凝土有梁式m30.6226.0440.884.4371.3571.35ｘ5.11%=3.65（71.35+3.65）ｘ3.11%=2.3377.334-21獨(dú)立基礎(chǔ)鋼筋混凝土m30.5422.6847.772.9573.4073.40ｘ5.11%=3.75（73.40+3.75）ｘ3.11%=2.4079.554-23滿堂基礎(chǔ)無(wú)梁式m30.093.783.241.828.848.84ｘ5.11%=0.45（8.84+0.45）ｘ3.11%=0.299.584-24滿堂基礎(chǔ)有梁式m30.4820.1616.951.9439.0539.05ｘ5.11%=2.00（39.05+2.00）ｘ3.11%=1.2842.334-29混凝土基礎(chǔ)墊層m30.177.1430.820.4138.3738.37ｘ5.11%=1.96（38.17+1.96）ｘ3.11%=1.2541.584-31矩形柱（斷面周長(zhǎng)1.8m以內(nèi)）m34.27179.34153.8918.29351.52351.52ｘ5.11%=17.96（351.52+17.96）ｘ3.11%=11.49380.974-32矩形柱（斷面周長(zhǎng)1.8m以上）m32.65111.3083.339.72204.35204.35ｘ5.11%=10.44（204.35+10.44）ｘ3.11%=6.68221.474-35構(gòu)造柱m32.65111.3062.987.78182.06182.06ｘ5.11%=9.30（182.06+9.30）ｘ3.11%=5.95197.314-36基礎(chǔ)梁m32.71113.82107.229.98231.02231.02ｘ5.11%=11.81（231.02+11.81）ｘ3.11%=7.55250.384-37矩形梁m34.53190.26147.9517.94356.15356.15ｘ5.11%=18.20（356.15+18.20）ｘ3.11%=11.64385.994-39圈過(guò)梁m33.79159.18130.928.98299.08299.08ｘ5.11%=15.28（299.08+15.28）ｘ3.11%=9.78324.144-48有梁板（厚100以內(nèi)）m34.20176.40144.5325.58346.51346.51ｘ5.11%=17.71（346.51+17.71）ｘ3.11%=11.33375.554-49有梁板（厚100以上）m33.94165.48123.3320.77309.58309.58ｘ5.11%=15.82（309.58+15.82）ｘ3.11%=10.12335.524-50無(wú)梁板m31.9481.4872.988.39162.85162.85ｘ5.11%=8.32（162.85+8.32）ｘ3.11%=5.32176.494-51平板（后100以內(nèi)）m34.45186.90155.2925.03367.22367.22ｘ5.11%=18.76（367.22+18.76）ｘ3.11=12.00397.984-52平板（后100以上）m33.01126.42105.2116.84248.47248.47ｘ5.11%=12.70（248.47+12.70）ｘ3.11%=8.12269.294-54天溝，挑檐，懸挑構(gòu)件m37.72324.24311.628.2664.04664.04ｘ5.11%=33.93（664.04+33.93）ｘ3.11%=21.71719.684-56整體樓梯（普通）10m210.32433.44287.0743.44763.95763.95ｘ5.11%=39.04（763.95+39.04）ｘ3.11%=24.97827.964-58雨篷10m27.14299.88226.6836.73563.29563.29ｘ5.11%=28.78（563.29+28.78）ｘ3.11%=18.41610.484-59整體陽(yáng)臺(tái)10m215.65657.30862.4572.451592.201592.20ｘ5.11%=81.36（1592.20+81.36）ｘ3.11%=52.051725.614-60陽(yáng)臺(tái)底板10m27.37309.54261.1940.29611.02611.02ｘ5.11%=31.22（611.02+31.22）ｘ3.11%=19.97662.214-61圓弧，雨篷，陽(yáng)臺(tái)底板10m28.13341.46666.9530.991039.401039.40ｘ5.11%=53.11（1039.40+53.11）ｘ3.11%=33.981126.494-62欄板10m25.64236.88447.8122.72707.41707.41ｘ5.11%=36.15（707.41+36.15）ｘ3.11%=23.12766.684-68梁板（層高超過(guò)3.6m每增加1m)m30.4719.744.1310.9934.8634.86ｘ5.11%=1.78（34.86+1.78）ｘ3.11%=1.1437.784-69墻柱（層高超過(guò)3.6m每增加1m)m30.2912.183.221.116.5016.50ｘ5.11%=0.84（16.50+0.84）ｘ3.11%=0.5417.884-84過(guò)梁模板（預(yù)制）m32.2092.40103.6992.08288.17288.17ｘ5.11%=14.73（288.17+14.73）ｘ3.11%=9.42312.324-112預(yù)應(yīng)力多孔板（厚120）m32.0184.4262.2562.95209.62209.62ｘ5.11%=10.71（209.62+10.71）ｘ3.11%=6.85227.184-160空心板座漿（厚120）【細(xì)石混凝土C30】0.8010m36.97292.74389.6718.33700.74700.74ｘ5.11%=35.81（700.74+35.81）ｘ3.11%=22.91759.46B4-14套筒冷壓10個(gè)0.4016.8078.1726.10121.07121.07ｘ5.11%=6.19（121.07+6.19）ｘ3.11%=3.96131.22B4-23錐螺紋鋼接頭Φ16mm10個(gè)0.7933.18149.1615.62197.96197.96ｘ5.11%=10.12（197.96+10.12）ｘ3.11%=6.47214.556-1預(yù)制鋼筋混凝土一類構(gòu)件運(yùn)輸1Km以內(nèi)10m32.72114.2421.75629.53765.52765.52ｘ5.11%=39