基礎工程量計算表

外資大廈設備基礎工程量計算表,,,,,,,,,,,,,,,,,,,,,,,,,,

"長1

m",,"長2

m","寬1

m","寬2

m","長1

m","長2

m","寬1

m","寬2

m","設備高

m",預制蓋板長,預制蓋板寬,預制蓋板高,"壓頂寬

m","壓頂高

m",墊層,"墻高

m","墻厚

m",槽鋼,電纜溝長,電纜溝寬,電纜溝高,圈梁@,蓋板@,蓋板塊,裕度,

1.3,,0.6,0.9,0.6,1.85,2.4,1.3,0.8,0.7,0.8,0.5,0.1,0.24,0.25,0.1,0.35,0.24,14.1,8.15,0.6,0.7,0.15,0.1,16,0.2,

工程名稱：重慶市涪陵區(qū)港務有限公司家屬區(qū)供電分離改造工程,,,,,,,,,,,,,,,,Φ8,0.395,Φ10,0.617,Φ12,0.888,Φ14,1.209,Φ16,1.58,

序號,,分部分項工程名稱,,,,,,單位,計算式,,,,,,,,,,,,,,工程量,,備注,

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1,,基礎開挖,,,,,,m3,(T3+2*Z3)*((U3+R3+Z3/2+E3/2+0.54+E3+R3)+2*Z3)*V3,,,,,,,,,,,,,,18.075,,,

2,,接地線開挖,m3,接地線開挖,m3,接地線開挖,m3,m3,0.4*0.6*30,,,,,,,,,,,,,,7.2,,,

3,,磚砌體M7.5,m3,一般磚砌體M7.5,m3,一般磚砌體M7.5,m3,m3,(A3+C3)*2*R3*Q3+(F3*2+(H3-2*R3)*2+G3*2)*Q3*R3,,,,,,,,,,,,,,1.171,,,

4,,C25砼電纜蓋板,m3,C25砼電纜蓋板13塊,m3,C25砼電纜蓋板13塊,m3,m3,K3*L3*M3*Y3+0.94*0.2*0.1+0.64*0.2*0.1*2+0.74*0.3*0.1*3,,,,,,,,,,,,,,0.751,,,

5,,C25砼無筋混凝土澆筑,m3,C25砼地梁,m3,C25砼地梁,m3,m3,(0.84+0.24)*0.25*0.24*2+(0.54+0.24)*0.24*0.25*2+(0.54+0.24)*0.4*0.24+(0.64+0.24)*0.24*0.25*2+(0.64+0.24)*0.50*0.25*2,,,,,,,,,,,,,,0.624,,,

6,,C25砼過梁,m3,C25砼圈梁,m3,C25砼圈梁,m3,m3,0.84*0.25*0.6,,,,,,,,,,,,,,0.126,,,

7,,C25砼設備圈梁,m3,C25砼設備圈梁,m3,C25砼設備圈梁,m3,m3,(A3+C3)*2*R3*Q3+(F3*2+(H3-2*R3)*2+G3*2)*N3*O3,,,,,,,,,,,,,,0.928,,,

8,,墊層C15砼,m3,設備墊層C15砼,m3,設備墊層C15砼,m3,m3,(T3+2*Z3)*(U3+R3+Z3/2+E3/2+0.54+E3+R3)*P3,,,,,,,,,,,,,,2.24,,,

9,,磚砌體抹灰,m2,抹灰工程內(nèi)墻,m2,抹灰工程內(nèi)墻,m2,m2,(A3+C3)*2*(J3-P3)+(F3*2+(H3-2*R3)*2+G3*2)*(J3-P3)+(0.84*0.35*2)*2+(0.54*0.35*2)*3+(0.64*0.35*2)*4,,,,,,,,,,,,,,12.466,,,

10,,磚砌體1,㎏,地梁：鋼筋制安Φ10,㎏,地梁：鋼筋制安Φ10,㎏,m3,0.24*(0.84+0.24)*0.35*2+0.24*(0.54+0.24)*0.35*2+0.48*0.35*(0.54+0.24),,,,,,,,,,,,,,0.444,,,

11,,磚砌體2,㎏,地梁：鋼筋制安Φ16,㎏,地梁：鋼筋制安Φ16,㎏,m3,0.24*(0.64+0.24)*0.35*2+(0.64+0.24)*0.5*0.35*2,,,,,,,,,,,,,,0.456,,,

12,,圈梁：鋼筋制安Φ10,㎏,圈梁：鋼筋制安Φ10,㎏,圈梁：鋼筋制安Φ10,㎏,㎏,(((A3+C3)/W3+1)*2*(0.23*2+0.24*2)*T4)+((F3/W3+1)*2*(0.23*2+0.24*2)*T4)+((H3-2*R3)/W3*2*(0.23*2+0.24*2)*T4)+(G3/W3*(0.23*2+0.24*2)*T4),,,,,,,,,,,,,,46.94,,0.23*2+0.24*2,

13,,圈梁：鋼筋制安Φ16,㎏,圈梁：鋼筋制安Φ16,㎏,圈梁：鋼筋制安Φ16,㎏,㎏,((A3+C3)*2*4+(F3*2+(H3-2*R3)*2)*4+G3*2*4)*Z4,,,,,,,,,,,,,,88.101,,,

14,,電纜蓋板：鋼筋制安Φ10,㎏,電纜蓋板：鋼筋制安Φ10,㎏,電纜蓋板：鋼筋制安Φ10,㎏,㎏,(K3/X3+1)*L3*Y3*T4,,,,,,,,,,,,,,44.424,,,

15,,電纜蓋板：鋼筋制安Φ14,㎏,電纜蓋板：鋼筋制安Φ14,㎏,電纜蓋板：鋼筋制安Φ14,㎏,㎏,(L3/X3+1)*K3*Y3*X4,,,,,,,,,,,,,,92.851,,,

16,,電纜蓋板：拉環(huán)鋼筋制安Φ20,㎏,現(xiàn)澆板：鋼筋制安（3）：,㎏,現(xiàn)澆板：鋼筋制安（3）：,㎏,㎏,(0.35*2+0.4)*2*Y3*2.466,,,,,,,,,,,,,,86.803,,0.35*2+0.4,

17,,過梁：鋼筋制安Φ6,㎏,地梁：鋼筋制安Φ10,㎏,地梁：鋼筋制安Φ10,㎏,㎏,0.84/0.25+1*0.6*0.222,,,,,,,,,,,,,,3.493,,0.222,

18,,過梁：鋼筋制安Φ12,㎏,地梁：鋼筋制安Φ16,㎏,地梁：鋼筋制安Φ16,㎏,㎏,6*0.84*V3,,,,,,,,,,,,,,3.528,,,

19,,接地角鋼安設,米,接地角鋼安設,米,接地角鋼安設,米,米,30,,,,,,,,,,,,,,30,,,

20,,蓋板包邊角鐵雙向∠63*6,道,鐵門安裝規(guī)格：,道,鐵門安裝規(guī)格：,道,kg,(K3+L3)*2*2*Y3*Z26+T3*2*Z26+((0.94+0.2+0.64+0.2)*2+(0.74+0.3)*3)*4*Z26,,,,,,,,,,,,,,731.258,,5.721,

21,,電纜支架∠63*6400*4,根,,根,,根,kg,0.4*4*4*5.721,,,,,,,,,,,,,,36.614,,5.721,

22,,預埋槽鋼[10*100,kg,預埋槽鋼[10*100,kg,預埋槽鋼[10*100,kg,kg,(1.1*2+1.85*2+2.4*2+1.7+1.1+0.6)*10.007,,,,,,,,,,,,,,141.099,,10.007,

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