毕业设计概预算

工程量计算表序号定额编号分部分项工程计算式单位数量建筑面积外墙外围面积××5=（43.44×18.994）×5=41099.98㎡㎡㎡4109.9一土方工程11044场地平整（宽度外边线＋＋2×2m）×（长度外外边线＋22×2m）=（15.55+4）(53.33+4)==11177.35m3100m311.1721017基槽挖土（外墙中心线之之和＋内墙墙中心线之之和）×基槽断面面积=[52..8×2++15×22+（52.88-0.224）×2+（6.6--0.244）×29]]×1..5×1..8=11477.9322m3100m311.531042回填土(夯填))（基槽挖土－基基础垫层－－室外地面面以下砖基基）＋室内内回填土==11477.9322-4255.16××1.5××0.3--[1.33×0.88+0.336×0..36+00.24××（1.8--1.166）]×4425.116=7334.1772m3100m37.34二砖石工程14001Mu10砖基础础1-1剖面=11.3233㎡㎡2-2剖面=11.4066㎡㎡(外墙中心线之和和+内墙中心心线和)×墙厚×(高+折算厚度度)=1.3323×[[52.556×2++（6.6--0.244）×2]+1..406××（15.55×2+552.566×2）=222..44mm310m322.224003Mu10砖外墙墙（墙长之和×墙墙高之和－－门窗面积积）×墙厚=（15.55×15..45-11.2×22-1.22×1.55×4）×0.337×2++（52.556×155.45--1.5××1.5××16×55）×0.337×2==22322.44m310m3223.234014Mu10砖内墙墙（内墙长之和××内墙高和和－门窗面面积）×墙厚－墙墙内构件体体积=[（6.6--0.244）×30+（2.1××3-0..9）×28]]×155×0.224=12231.2210m3123.144096砖过梁加筋C－1:（2.4++0.822）×76=2444.722mC－2:（2.4++0.822）×17=544.74mmM－1:（1.0++0.822）×81=1447.422mM－2:（0.9++0.822）×54=922.88mmM－3:（1.5++0.822）×6=13..92mM－4:（3.0++0.822）×2=7.664m合计计：561.32××4=22245.228mφ6钢筋：22245.228×0..222㎏㎏/m=4498.445㎏t0.4985三脚手架工程13011外脚手架（53.3＋155.5）×2×15..45=2125..92㎡100㎡21.2623019里脚手架[（6.6-0.224）×15++53.33]×（15-00.14）=2209..68㎡100㎡22.133017满堂脚手架（8.155－00.24）×（3.6－0.244）×2=53..18㎡100㎡0.5343019L1,L2脚手架（8.155－00.24）×3.6++（8.1555－0.244）×3.6==56.998㎡100㎡0.56四混凝土工程18016C20混凝土垫垫层（外墙中心线之之和×内墙净长长线之和）×断面=[15.5×2+52.56×4+（6.6-0.24）×29]×0.3×1.75=224.532m310m322.4525063现浇钢筋混凝土土楼面板53.3×155.5×00.14××5=495..69mm310m349.5735046现浇钢筋混凝土土圈梁[0.37×00.3×（15.55×2+552.566×2）+0.224×0..3×（52.556×2++6.366×29）]×55=1800.46m310m318.0545063现浇钢筋混凝土土楼梯按水平投影面积积计算，此此处包含在在楼板之内内55091现浇混凝土台阶阶8.155×（0.3××2＋2.0）×0.155=3.11810m30.31865046现浇钢筋混凝土土构造柱0.37×0..37×118×（11.225+1..55）=31.55410m33.154五构件运输安装16034钢管栏杆运输安安装φ40((3÷0..876××4+1..8)×11.87==28.998φ161126×00.91==114..66t0.144六屋面工程1801620㎜厚浮石混凝土土保温3943.2÷÷3×0.3==394..32m10m339.429032冷子油二道SBS-道防水水3943.2÷÷3+0..4×1333.6==13677.84㎡㎡100㎡12.5839008100㎜厚珍珠珠岩保温层层3943.2÷÷3=13314.44㎡100㎡12.05七楼地面工程18037现浇水磨石面层层3943.2－－0.244×2400－0.377×1811.34==38188.5100㎡38.1828022现浇混凝土找平平层3818.5××0.011=38..18510m33.4838022散水C20垫层层（181.31++1×122）×1×0..06=111.599m10m31.16411036散水水泥砂浆抹抹面11.59÷00.06==193..31㎡100㎡1.93八墙柱面工程111036混合沙浆打底(240+1811.31))÷0.337=7330100㎡7.3211130外墙瓷砖(240+1811.31))÷0.337=7330㎡100㎡7.3311036内墙20㎜混合合砂浆抹灰灰732.82÷÷0.244+（2.1++2.1）×3.2×54×2－（2400+1811.34）×2－18.99×2－48.996×2==37655.4㎡100㎡37.65411034瓷砖护裙墙(2.1+2.11－0.9))×1.6××5.4++(7.55+3.66)×2×1.6×4=3115.666100㎡3.15758037水磨石窗台线（窗宽+2×00.1）×0.366=（2.4++0.2）×0.366×93==87.001㎡100㎡0.87九天棚工程111036板底20㎜厚合合砂浆抹灰灰2847.722－（0.224×3225.622+0.337×1333.6）×3=24463.00㎡100㎡24.63十门窗工程17001木门1.0×2.11×81＋＋0.9××1.8××54+11.5×22.1×66=2766.48100㎡2.76527145铝合金窗2.4×1.88×76++2.4××1.2××17=3377.228㎡100㎡3.773工程程预算表工程名称：某单单位住宅编号定额编号工程名称单位数量价格/元人工/工日单价合计定额合计一土方工程11044平整场地100㎡11.6371.66833.403.1536.6321017人工挖基槽100m39.4709.346667.79930.99291.331042人工回填土100m39.76439.274287.310.89113.1541049双轮车运土100m33.97380.381510.116.7266.37小计13298.559507.45二砖石工程14001Mu10砖基基础10m317.41552.95527021.33313.01226.3724003Mu10砖外墙墙10m310.341669.56617257.44616.71172.7834014Mu10砖内墙墙10m363.51719.177109167..218.151152.522小计153445..91551.677三脚手架工程13011外脚手架100㎡21.11471.619955.66.9145.6523019里脚手架100㎡23.04190.94398.33.8789.1633017满堂脚手架100㎡0.531215.15114.24.152.2043019L1,L2脚脚手架100㎡0.570190.9108.83.872.21小计14576.99239.22四钢筋混凝土工程程18016混凝土基础垫层层10m32.582275.9885872.013.4634.7225063现浇楼板10m310.535134.37754064.9934.61364.4435046现浇圈梁10m36.523935.325658.11523.74154.7845037现浇构造柱10m33.1544219.61113308.6629.2892.3455081现浇混凝土台阶阶10m30.318989.87314.7728.929.1965046现浇L1,L2210m31.3773935.35418.923.7432.69小计10046377.32688.16五构件运输及安装装16034钢管栏杆运输t0.144643.0292.591.770.2628083钢管栏杆安装t0.144626.1190.162.460.36小计182.750.62六屋面工程1801620㎜厚浮石混凝土土保温10m339.432275.98889741.88913.46530.7229032冷子油二道SBS-道防水水100㎡13.672434.5663992.6662.9340.0539008100㎜厚珍珠珠岩保温层层100㎡13.141249.04416412.337.1994.47小计110146..85665.24七楼地面工程18022混凝土找平层10m33.8935.013553.0448.1230.8528037现浇水磨石面层层100㎡38.183857.099147263..71.6562.9938022散水C20垫层层10m31.15935.011075.2668.127.1411036散水抹面100㎡1.931017.2551993.81119.4735.57小计153867..7136.51八墙柱面工程111034外墙瓷砖100㎡7.34694.85534272.4485.56624.5211036混合沙浆打底100㎡7.3771.075628.815.31111.76311036内墙砂浆抹灰100㎡37.65771.0729030.77915.31576.42411034瓷砖护裙墙100㎡3.1574694.85514821.66485.56270.1158037水磨石窗台线100㎡0.873857.0993355.67716.514.36小计87109.111597.155九天棚工程111036板底20㎜厚抹抹灰100㎡24.63771.0718991