安装工程量计算书

m3
11.7*2.75+11.7*2.35*4+11.2*1.55*3
m2
1/6*(7.6*11.7+5.9*9.9+(7.6+5.9)*(11.7+9.9))*2.75*4+1/6* (2.5*2.5+1.5*1.5+4*4)*0.5*4+1/6*(6.2*11.7+4.35*9.9+(6.2 +4.35)*(11.7+9.9))*2.75*4+1/6*(2.5*2.5+1.5*1.5+4*4)*4+1 m2 /6*(4.6*11.2+2.8*9.4+(4.6+2.8)*(11.2+9.4))*2.75*3+1/6*(
m3
(1.5*0.4-3.14*0.08*0.08*6)*46.5
m3
46*5*0.395/1000
t
1.5*232*0.888/1000
t
0.5*(1.3+1.5)*1.75*168.5
m3
1.3*0.05*168.5
m3
1.3*0.15*168.5
m3
(0.5*(1.3+1.5)*1.55-3.14*0.08*0.08*6)*168.5
是否一次性摊销
附图一
管按φ 160计算 φ8 φ 12
附图二
管按φ 160计算 φ8 φ 12
附图三
管按φ 160计算 φ8 φ 12
分支附图三
管按φ 160计算 φ8 φ 12
分支附图四
挖土 碎石垫层 C15砼垫层 C20砼基础包封
钢筋
回填土 管道包封
挖土 碎石垫层 C15砼垫层 C20砼基础包封
m3
#NAME?
m3
#NAME?
m3
#NAME?
m3
#NAME?
m3
#NAME?
m3
#NAME?
m3
#NAME?
m3
#NAME?
m3
#NAME?
m3
#NAME?
第2页总12页
管按φ 160计算 φ8 φ 12
分支附图四8管
管按φ 160计算 φ8 φ 12
分支附图五
管按φ 160计算 φ8 φ 12
(3.2+0.1*2)*(1+0.1*2)*0.15 (1.3+0.1*2)*(1.3+0.1*2)*0.15*3
(4+0.1*2)*(1.5+0.1*2)*0.15 (2.3+0.1*2)*(1.3+0.1*2)*0.15
(3.2-0.24+1-0.24)*2*(0.9-0.35)*0.24 (2.5-0.24+1.5-0.24)*(1.5-0.35)*2*0.24 (1.3-0.24+1.3-0.24)*(1-0.35)*2*0.24*2
附图六
管按φ 160计算 φ8 φ 12
C15砼垫层 砌砖井 粉井内壁
工程量计算书
(1.4+0.1*2)*(1+0.1*2)*0.05 (2.5+0.1*2)*(1.5+0.1*2)*0.05 (6.2+0.1*2)*(1.5+0.1*2)*0.05 (5.2+0.1*2)*(1.5+0.1*2)*0.05 (3.5+0.1*2)*(1.5+0.1*2)*0.05 (1.5+0.1*2)*(1.5+0.1*2)*0.05 (2.5+0.1*2)*(1.5+0.1*2)*0.05 (8.2+0.1*2)*(1.5+0.1*2)*0.05
m3
1.3*0.05*451.6
m3
1*0.15*451.6
m3
(0.8*0.6-3.14*0.08*0.08*6)*451.6
m3
451*5*0.395/1000
t
1.3*2258*0.888/1000
t
0.5*(1.5+1.8)*1.7*46.5
m3
1.5*0.05*46.5
m3
1.5*0.15*46.5
0.5*(1.3+1.7)*1.2*108.1 1.3*0.05*108.1 1*0.15*108.1
(0.8*0.6-3.14*0.08*0.08*6)*108.1 108*5*0.395/1000 1*540*0.888/1000
(3.2+0.4*2)*(1+0.4*2)*0.9 (2.5+0.4*2)*(1.5+0.4*2)*1.5 (1.3+0.4*2)*(1.3+0.4*2)*1*2
(1.5-0.24+1.5-0.24)*(1-0.35)*2*0.24 (5.5-0.24+1.5-0.24)*(1.5-0.35)*2*0.24
(1.4-0.24+1-0.24)*(0.9-0.35)*2*0.24 (2.5-0.24+1.5-0.24)*(1.2-0.35)*2*0.24 (6.2-0.24+1.5-0.24)*(1.5-0.35)*2*0.24 (5.2-0.24+1.5-0.24)*(1.1-0.35)*2*0.24 (3.5-0.24+1.5-0.24)*(1.5-0.35)*2*0.24 (1.5-0.24+1.5-0.24)*(1.5-0.35)*2*0.24 (2.5-0.24+1.5-0.24)*(1.5-0.35)*2*0.24 (8.2-0.24+1.5-0.24)*(1.5-0.35)*2*0.24
0.5*(1.3+1.5)*1.7*68.7 1.3*0.05*68.7 1.3*0.15*68.7
(0.5*(1.3+1.5)*1.5-3.14*0.08*0.08*3)*68.7 68*5*0.395/1000
1.3*343*0.888/1000 163.506-4.466-13.397-140.128
钢筋
回填土 管道包封
挖土 碎石垫层 C15砼垫层 C20砼基础包封
钢筋
回填土 管道包封
挖土 碎石垫层 C15砼垫层 C20砼基础包封
钢筋
砌砖井 挖土
碎石垫层
工程量计算书
0.5*(1.1+2.2)*1.8*128.9 1.1*0.05*128.9 1.1*0.15*128.9
(0.5*(1.1+1.9)*1.2-3.14*0.08*0.08*6)*128.9 128*5*0.395/1000
(3.2+0.4*2)*(1+0.4*2)*0.9 (1.3+0.4*2)*(1.3+0.4*2)*1.5*3
(4+0.4*2)*(1.5+0.4*2)*1.5 (2.3+0.4*2)*(1.3+0.4*2)*1.5 (3.2+0.1*2)*(1+0.1*2)*0.05 (2.5+0.1*2)*(1.5+0.1*2)*0.05 (1.3+0.1*2)*(1.3+0.1*2)*0.05*2 (1.5+0.1*2)*(1.5+0.1*2)*0.05 (5.5+0.1*2)*(1.5+0.1*2)*0.05
#NAME? #NAME? #NAME? #NAME? #NAME? #NAME?
#NAME? #NAME? #NAME? #NAME? #NAME? #NAME?
#NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?
第1页总12页
2007年期 备注
钢管 拆除 25元/只 850元/套 四通井4
(3.2-0.24+1-0.24)*2*(0.9-0.35)*0.24 (1.3-0.24+1.3-0.24)*2*(1.5-0.35)*0.24*3
(4-0.24+1.5-0.24)*2*(1.5-0.35)*0.24 (2.3-0.24+1.3-0.24)*2*(1.5-0.35)*0.24
(3.2-0.48+1-0.48)*2*(0.9-0.35) (2.5-0.48+1.5-0.48)*(1.5-0.35)*2 (1.3-0.48+1.3-0.48)*(1-0.35)*2*2
2.5*2.5+1.5*1.5+4*4)*3
(6*18+4*6)*4+(6*16+4*6)*4 50*4+45*4
1.22*2.44*12*4+1.22*2.44*10*4 16*4+13*4
25*4+25*4+25*3 25*10*4+25*10*4+25*10*3
m 只 m2 m3 根 根.天
0.5*(1.3+1.5)*1.7*451.6
m3
#NAME?
m3
#NAME?
m3
#NAME?
m3
#NAME?
t
#NAME?
t
#NAME?
m3
#NAME?
m3
#NAME?
m3
#NAME?
m3
#NAME?
m3
#NAME?
t
#NAME?
t
#NAME?
m3
#NAME?
m3
#NAME?
m3
#NAME?
m3
#NAME?
m3
#NAME?
t
#NAME?
t
#NAME?
(3.2+0.1*2)*(1+0.1*2)*0.05 (1.3+0.1*2)*(1.3+0.1*2)*0.05*3
(4+0.1*2)*(1.5+0.1*2)*0.05 (2.3+0.1*2)*(1.3+0.1*2)*0.05
(3.2+0.1*2)*(1+0.1*2)*0.15 (2.5+0.1*2)*(1.5+0.1*2)*0.15 (1.3+0.1*2)*(1.3+0.1*2)*0.15*2 (1.5+0.1*2)*(1.5+0.1*2)*0.15 (5.5+0.1*2)*(1.5+0.1*2)*0.15
钢筋
管道包封 挖土
碎石垫层 C15砼垫层 C20砼基础包封
钢筋
管道包封 挖土
碎石垫层 C15砼垫层 C20砼基础包封
回填土 钢筋
管道包封
计算式
单位
780
m
924
m
780
m
1428.2
m
45
只
34+2
套
35.6*4+32.8*4+20.6*3
m
11.7*2.75*4+11.7*2.35*4+11.2*1.55*3
m3
#NAME?
m3
#NAME?
m3
#NAME?
m3
#NAME?
m3
#NAME?
t
#NAME?
t
#NAME?
m3
#NAME?
m3
#NAME?
m3
#NAME?
m3
#NAME?
m3
#NAME?
m3
#NAME?
m3
#NAME?
m3
源自文库
#NAME?
m3
#NAME?
m3
#NAME?
m3
#NAME?
m3
#NAME?
(1.5+0.4*2)*(1.5+0.4*2)*1 (5.5+0.4*2)*(1.5+0.4*2)*1.5
(1.4+0.4*2)*(1+0.4*2)*0.9 (2.5+0.4*2)*(1.5+0.4*2)*1.2 (6.2+0.4*2)*(1.5+0.4*2)*1.5 (5.2+0.4*2)*(1.5+0.4*2)*1.1 (3.5+0.4*2)*(1.5+0.4*2)*1.5 (1.5+0.4*2)*(1.5+0.4*2)*1.5 (2.5+0.4*2)*(1.5+0.4*2)*1.5 (8.2+0.4*2)*(1.5+0.4*2)*1.5
m3
168*5*0.395/1000
t
1.3*842*0.888/1000
t
0.5*(1.3+1.5)*1.75*36
m3
1.3*0.05*36
m3
1.3*0.15*36
m3
(0.5*(1.3+1.5)*1.55-3.14*0.08*0.08*6)*36
m3
88.2-2.34-7.02-73.779
m3
36*5*0.395/1000
t
1.3*180*0.888/1000
t
数量
#NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?
#NAME?
#NAME? #NAME? #NAME? #NAME? #NAME? #NAME?
#NAME? #NAME? #NAME? #NAME? #NAME? #NAME?
(1.4+0.1*2)*(1+0.1*2)*0.15 (2.5+0.1*2)*(1.5+0.1*2)*0.15 (6.2+0.1*2)*(1.5+0.1*2)*0.15 (5.2+0.1*2)*(1.5+0.1*2)*0.15 (3.5+0.1*2)*(1.5+0.1*2)*0.15 (1.5+0.1*2)*(1.5+0.1*2)*0.15 (2.5+0.1*2)*(1.5+0.1*2)*0.15 (8.2+0.1*2)*(1.5+0.1*2)*0.15
1.3*644*0.888/1000 382.833-7.09-21.269-216.478
0.5*(1.1+2.2)*1.8*7.9 1.1*0.05*7.9 1.1*0.15*7.9
(0.5*(1.1+1.9)*1.2-3.14*0.08*0.08*8)*7.9 7*5*0.395/1000
1.3*39*0.888/1000 23.463-0.435-1.304-12.95
工程量计算书
工程名称： 项目名称
通扬路至青年桥 彩钢瓦防护栏 临时围护栏 彩条围护栏 路牙 电缆标示桩 球墨铸铁盖板 砼路面切缝 凿除沥青路面 凿除砼路面
人工挖基坑
档板，基坑加固 钢管 扣件 模板 中砂
井点降水安拆 使用
管道包封 挖土
碎石垫层 C15砼垫层 C20砼基础包封
钢筋
管道包封 挖土
碎石垫层 C15砼垫层 C20砼基础包封