北京土建造價員開卷考試答案月

北京土建造價員開卷考試答案2011年07月序號定額編號工程項目單位計算式式工程量㈠建筑工程1建筑面積m2S=(13.22++0.1×2)×(12.3--01×2)-1..45×0.6×2+(3..1+0..22×2)×(1.8-00.6)==1169.9966169.9615-1腳手架100m2169.96//11001.7016-1大型機械m2169.96169.9618-10工程水電m2同上169.962土方工程1-55場地平整m2169.96××11.4=2337.94444237.941-24機挖溝槽運距1155Kmm3挖土深度=2++00.1-00..3=1..88((22.0>11..8>1..55)折算厚度=00.59外墻中心線長==（12.3++13.2）×2+0.66×2+1.88×2=55..8內(nèi)墻凈長線長==×××2-1..4）××2）=33.33寬=0.3×22+0..1×2+0.33×2=1.44體積=(55..88+33..33)×1.4×1.8+((55.8++33.33))×1.8×0.59==319..11562319.161-57打釬拍底m2外墻中心線長==555.8內(nèi)墻凈長線長==×××2-0..8)××2)=336.9寬=(0.3--0.1))×2=0.88面積S=(555.8++36.99))×0.8=774.16674.163混凝土工程6-1C10基礎(chǔ)墊層層m3V=74.166×00.1=77..4167.426-6C25砼帶形基基礎(chǔ)m3外墻中心線長==555.8內(nèi)墻凈長線長==×××2-0..6)××2)=338.1V=(55.88+338.1))××0.6×0.3=116.9002216.906-28C25屋面板m3×2)××2--0..2)××2-0..2)××2)+11.6×3.1=1109.1122V=109.1122×0.12==13.009944×2)××2))=440.966V=40.966××0.17==6.96633總體積=13..0094+66..963==220.0557720.066-24C30L1梁m3V=3.5×00..2×0.5=00.350.354模板工程7-41板模板m2面積=109..12+440.966==150..008150.085屋面工程女兒墻之間凈面面積積=×2）××2）-1.855×0.6×2+3.11×1.2=1158.88卷起面積=【（113+122..1）×2+（0.6+11.8）×2】×0.25==13.775512-35屋面面層m2158.8+1133.75==1172.5555172.5513-99防水層m2同上172.5513-1找平層m2同上172.5512-2保溫層m3體積=158..8×0..2=311..7631.7612-17找坡層m3體積=18.88×0.006=9..5537.59㈡裝飾工程1樓地面工程辦公室凈面積==（3.3-00.2）×（5.1-00.2）×4=15..19×4=60..761-13:7灰土墊層層m3V=60.766××0.2=112.1552212.151-9C10混凝土墊墊層層m3V=60.766××0.07==4.2553324.251-141:3砂漿找平平層層m2面積=60.77660.761-53地磚面層m2凈面積=60..776增增加門開口口：：M1=0.22/2×1×4=0.44總面積=60..776+0..44=61..11661.161-174踢腳線mL=【（3.11++4.9）×2-1+（0.2-00.09）/2×2】×4=60..4460.442天棚工程2-7龍骨m2凈面積=60..77660.762-83面板(PVC))m2同上60.763墻面工程3-99內(nèi)墻抹底灰m2S垂=××2）×2×22.88==446.088扣除：門M1==00.98×2.09==2.04488窗C1=1..47×1.77==2.60022S=【46.0088-（2.0488+2.66002）】×4=41..43×4=1655.75165.723-1193-106內(nèi)墻面層m2增加：門窗M1門=（0..2-0.0099）/2××2）=0.2886C1窗=（0..2-0.0099）/2×（1.5+11.8）×2=0.3363扣除：踢腳線==（3.1+44.9）×2-1+（0.2-00.09）/2×2×0.12==1.811332S=（41.4433+0.22886+0..3363-11..813）×4=1611.059922=1611..06161.064門窗工程6-2膠合板門m2S=0.98××22.09×6+0.779×2.09×2=15..59115.596-38塑鋼單玻平開門門m2S=1.48××22.39×2=7.007447.076-45塑鋼單玻推拉窗窗m2S=1.47××11.7