《定额及价目表格》由会员分享，可在线阅读，更多相关《定额及价目表格（5页珍藏版）》请在金锄头文库上搜索。
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100m40.381695.961695.961695.963.58%=60.721695.962.88%=48.841805.521-9人工挖地坑2m以内100m46.40 1948.80 1948.80 1948.803.58%=69.771948.802.88%=56.132074.70 1-19平整场地100m6.37267.54267.54267.563.58%=9.58267.542.88%=7.71284.83 1-20钻探及回填孔
2、0.901t100m11.70 491.40 163.78655.18491.403.58%=17.59491.402.88%=14.15686.921-26回填夯实素土100m40.251690.50 27.64107.721825.861690.503.58%=60.521690.502.88%=48.691935.071-27回填夯实2：8灰土16.45t100m70.24 2950.08 3017.92107.726075.722950.083.58%=105.612950.082.88%=84.966266.291-28回填夯实3：7灰土24.67t100m70.24 2950.08
3、 4512.16107.727569.962950.083.58%=105.612950.082.88%=84.967760.531-32单双轮车运土50m100m16.44690.48 690.48690.483.58%=24.72690.482.88%=19.89735.09 1-33单双轮车运土每增50m100m2.64 110.88 110.88110.883.58%=3.97110.882.88%=3.19118.042-1打压预制桩12m以内10m16.78704.76 88.191177.241970.191970.191.72%=33.891970.19+33.891.07%=
4、21.442025.522-21走管式打桩机打孔，孔深15m以内10m14.01 233.94 122.57587.15943.66943.661.72%=16.23943.66+16.231.07%=10.27970.162-23螺旋钻机成孔12m以内10m18.28 682.84 106.22542.231331.291331.291.72%=22.901331.29+22.901.07%=14.491368.682-60旋挖钻机成孔10m6.04253.6881.911248.351583.941583.941.72%=27.241583.94+27.241.07%=17.241628.
5、422-68灰土挤密桩3：72467kg10m9.57 401.94 563.41323.781289.131289.131.72%=22.171289.13+22.171.07%=14.031325.332-107其他成孔灌注混凝土，现场搅拌【C25：180220】11.98 m10m14.22597.242275.36395.263267.863267.861.72%=56.213267.86+56.211.07%=35.573359.642-108其他成孔灌注混凝土，商品混凝土【C25：同上】11.98 m10m2.2494.082275.36146.042515.482515.481.
6、72%=43.272515.48+43.271.07%=27.382586.132-109凿桩头m7.20 302.40 302.40 302.401.72%=5.20302.40+5.201.07%=3.29310.892-110桩头处理个0.701 29.44 29.4429.441.72%=0.5129.44+0.511.07%=0.3230.272-111钢筋笼安放【电焊条：普通】6.97 kgt3.11 130.62 46.32214.20 391.14 391.141.72%=6.73391.14+6.731.07%=4.26402.132-112泥渣外运1000m61.30 25
7、74.60 34433.54 37008.14 37008.141.72%=636.5437008.14+636.541.07%=402.8038047.483-1砖根底【M10水泥：2.36 m/标准砖】5.236千块10m11.79 495.18 1513.4627.862036.50 2036.505.11%=104.072036.50+104.073.11%=66.572207.143-2混水砖墙1/2砖【M5水泥：1.95 m/标准砖】5.641千块10m20.14 845.88 1514.0123.042382.93 2382.935.11%=121.772382.93+121.7
8、73.11%=77.902582.60 3-4混水砖墙 1砖【M5水泥：2.13 m/标准砖】5.510千块10m16.08 675.36 1626.6526.582328.59 2328.595.11%=118.992328.59+118.993.11%=76.122523.70 3-25零星砌体【M5混合：2.11 m/标准砖】5.514千块10m29.76 1249.92 1648.0931.332929.34 2929.345.11%=149.692929.34+149.693.11%=95.763174.79 3-34砌体内加固筋【圆钢筋：综合】1.030 tt22.58 948.3
9、6 3659.6548.194656.20 4656.205.11%=237.934656.20+237.933.11%=152.215046.34 3-35承重粘土多孔砖墙1/2砖【M5混合：1.50 m】3.548千块10m14.80 621.60 2123.3917.722762.71 2762.715.11%=141.172762.71+141.173.11%=90.312994.19 3-37承重粘土多孔砖墙 1砖【M7.5混合：1.89m】3.400千块10m12.49 524.58 2114.1922.332661.10 2661.105.11%=135.982661.10+13
10、5.983.11%=86.992884.07 3-38承重粘土多孔砖墙 1砖半【M7.5混合：2.01 m】3.354千块10m11.27 473.34 2110.9523.752608.04 2608.04*5.11%=133.272608.04+133.27*3.11%=85.252826.56 3-39非承重粘土多孔砖墙1/2砖【M5混合：0.90 m】1.419千块10m14.83 622.86 1161.3310.631794.82 1794.825.11%=91.721794.82+91.723.11%=58.671945.21 3-40非承重粘土多孔砖墙 1砖【M5混合：1.33
11、 m】1.360千块10m12.49 524.58 1259.0415.741799.36 1799.365.11%=91.951799.36+91.953.11%=58.821950.13 3-42多孔砖墙 1/2砖【M5混合：1.33 m】1.813千块10m14.84 623.28 1459.0215.742098.04 2098.045.11%=107.212098.04+107.213.11%=68.582273.83 3-43多孔砖墙 1砖【M5混合：1.46 m】1.790千块10m12.49 524.58 1466.617.232021.41 2021.415.11%=102.
12、632021.41+102.633.11%=65.652176.69 4-1C20砾石混凝土普通1.015 mm1.82 76.44 174.2617.73268.43 268.435.11%=13.729268.43+13.72)3.11%=8.77290.92 4-3C30砾石预应力混凝土先张法1.015mm1.47 61.74 217.5323.06302.33 302.335.11%=15.45302.33+15.453.11%=9.88327.66 4-6圆钢10以内1.020tt17.34 728.28 3667.8242.194438.29 4438.295.11%=226.804438.29+226.803.11%=145.084810.17 4-7圆钢10以上1.045tt10.08 423.36 3761.9994.54279.85 4279.855.11%=218.704279.85+218.703.11=139.904638.45 4-8螺纹钢10以上，含101.045tt7.84 329.28 3942.38114.324385.98 4385.985.11%=224.124385.98+224.12 3.11%=143.374753.47 4-10先张法预应力钢筋，5以内冷拔丝
