定额及价目表格.doc

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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计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）100m³40.381695.961695.961695.96ｘ3.58%=60.721695.96ｘ2.88%=48.841805.521-9人工挖地坑（2m以内）100m³46.401948.801948.801948.80ｘ3.58%=69.771948.80ｘ2.88%=56.132074.701-19平整场地100m²6.37267.54267.54267.56ｘ3.58%=9.58267.54ｘ2.88%=7.71284.83

2、1-20钻探及回填孔0.901t100m²11.70491.40163.78655.18491.40ｘ3.58%=17.59491.40ｘ2.88%=14.15686.921-26回填夯实素土100m³40.251690.5027.64107.721825.861690.50ｘ3.58%=60.521690.50ｘ2.88%=48.691935.071-27回填夯实2：8灰土16.45t100m³70.242950.083017.92107.726075.722950.08ｘ3.58%=105.612950.08ｘ2.88%=84.966266.291-28回填夯实3：7灰土24.67t10

3、0m³70.242950.084512.16107.727569.962950.08ｘ3.58%=105.612950.08ｘ2.88%=84.967760.531-32单（双）轮车运土50m100m³16.44690.48690.48690.48ｘ3.58%=24.72690.48ｘ2.88%=19.89735.091-33单（双）轮车运土每增50m100m³2.64110.88110.88110.88ｘ3.58%=3.97110.88ｘ2.88%=3.19118.042-1打（压）预制桩（12m以内）10m³16.78704.7688.191177.241970.191970.19ｘ1.

4、72%=33.89（1970.19+33.89）ｘ1.07%=21.442025.522-21走管式打桩机打孔，孔深（15m以内）10m³14.01233.94122.57587.15943.66943.66ｘ1.72%=16.23（943.66+16.23）ｘ1.07%=10.27970.162-23螺旋钻机成孔（12m以内）10m³18.28682.84106.22542.231331.291331.29ｘ1.72%=22.90（1331.29+22.90）ｘ1.07%=14.491368.682-60旋挖钻机成孔10m³6.04253.6881.911248.351583.941583

5、.94ｘ1.72%=27.24（1583.94+27.24）ｘ1.07%=17.241628.422-68灰土挤密桩（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，现场搅拌【C25：180~220】11.98m³10m³14.22597.242275.36395.263267.863267.86ｘ1.72%=56.21（3267.86+56.21）ｘ1.07%=35.573359.642-108其他成孔灌注混凝土，商品

6、混凝土【C25：同上】11.98m³10m³2.2494.082275.36146.042515.482515.48ｘ1.72%=43.27（2515.48+43.27）ｘ1.07%=27.382586.132-109凿桩头m³7.20302.40302.40302.40ｘ1.72%=5.20（302.40+5.20）ｘ1.07%=3.29310.892-110桩头处理个0.70129.4429.4429.44ｘ1.72%=0.51（29.44+0.51）ｘ1.07%=0.3230.272-111钢筋笼安放【电焊条：普通】6.97kgt3.11130.6246.32214.20391.143

7、91.14ｘ1.72%=6.73（391.14+6.73）ｘ1.07%=4.26402.132-112泥渣外运1000m³61.302574.6034433.5437008.1437008.14ｘ1.72%=636.54（37008.14+636.54）ｘ1.07%=402.8038047.483-1砖基础【M10水泥：2.36m³/标准砖】5.236千块10m³11.79495.181513.4627.86