1号办公楼清单计价工程量计算表68314.docx
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1号办公楼清单计价工程量计算表68314.docx
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1号办公楼清单计价工程量计算表68314
1#办公楼清单计价部分工程量计算表(仅作参考)
项目名称
单位
计算式
工程数量
010*********
平整场地
m2
首层建筑面积
634.431
010*********
挖基坑
3m
体积=垫层投影面积X挖土深度X基坑数量(没有考虑工作面宽度)
390.46
JK-1:
2.2X2.2X1.45X4=28.072
JK-2:
3.2X3.2X1.45X2=29.696JK-3:
3.2X3.2X1.45X6=89.088
合计:
29.696+89.088=118.784
JK-4:
5.2X3.2X1.45X6=144.768
JK-5:
3.3X3.2X1.45X2=30.624JK-6:
3.2X3.3X1.45X2=30.624
合计:
30.624+30.624=61.248
JK-2'4.8X2.7X1.45X2=37.584
总计:
28.072+118.784+144.768+61.248+37.584=390.456
挖沟槽
3m
沟槽净长X地梁宽X沟槽深
010*********
DL-1
梁宽300挖深0.2m
沟槽净长:
(16.2-7)X2+(16.2-8.4)X2+(16.2-8.5)X2+(4.7+2.1+6.9-8.4)X2+(37.8-21.9)X2+(9.3-5.9)X
2+(3.5-1.6)X2+(2X3.14X2.35/4-1.6)X2+(7.2-0.3)+(6+7.2+6-6.9)=142.178
地梁宽:
0.3
沟槽深=0.65-0.45=0.2
8.53
体积=142.178X0.3X0.2=8.5307
010*********
砖带型基
础
宽700挖深0.59m
3m
长度=(1.66-0.25)X2+(1.88+1.66)X2=9.9垫层宽=0.7
沟槽深=1.04-0.45=0.59
体积=长乂宽X深=9.9*0.7*0.59=4.0887
4.09
010*********
独立基础砼垫层
C15预拌
3m
垫层投影面积X垫层厚度X垫层数量同定额
DC-1:
2.2X2.2X0.1X4=1.936
DC-2:
3.2X3.2X0.1X2=2.048
DC-3:
3.2X3.2X0.1X6=6.144
DC-4:
5.2X3.2X0.1X6=9.984
26.93
DC-5:
3.3X3.2X0.1X2=2.112
DC-6:
3.3X3.2X0.1X2=2.112
DC-2'2.7X4.8X0.1X2=2.592
合计:
1.936+2.048+6.144+9.984+2.112+2.112+2.592=26.928
010*********
独立基础
C30
3m
四棱锥台形体积:
aXbXh+h1/6[aXb+(a+a1)X(b+b1)+a1Xb1]X独立基础数量同定额
JC-1:
2X2X0.3+1/6X0.2X[2X2+(2+0.6)X(2+0.6)+0.6X0.6]X4=6.2827
JC-2:
3X3X0.3+1/6X0.3X[3X3+(3+0.6)X(3+0.6)+0.6X0.6]X2=7.632
JC-3:
3X3X0.3+1/6X0.3X[3X3+(3+0.6)X(3+0.6)+0.6X0.6]X6=22.896
JC-4:
5X3X0.3+1/6X0.3X[5X3+(5+2.7)X(3+0.6)+2.7X0.6]X6=40.302
JC-5:
3.1X3X0.3+1/6X0.3X[3.1X3+(3.1+0.7)X(3+0.6)+0.7X0.6]X2=7.92
JC-6:
3X3.1X0.3+1/6X0.3X[3X3.1+(3+0.6)X(3.1+0.7)+0.6X0.7]X2=7.92
JC-2':
4.6X2.5X0.3+1/6X0.2X[4.6X2.5+(4.6+2.7)X(2.5+0.6)+2.7X0.6]X2=9.2833
合计:
6.2827+7.632+22.896+40.302+7.92+7.92+9.2833=102.236
102.24
010*********
基础梁
C30
3m
体积=梁断面X梁长同定额
梁断面=0.3X0.55
梁长:
垂直方向
①②⑦⑧轴=(16.2-1.5)X4=58.8,③⑥轴=(16.2-1.6)X2=29.2
④⑤轴=(13.7-1.5)X2=24.4
水平方向
E、C、D轴=(37.8-3.5)X3=102.9
1/A轴+④⑤=(19.2-1.5)+7.2-0.3=24.6
A轴、①③段+⑥⑧段=(9.3-1)X2=16.6
③④弧长=(6.0-2.5-0.25+2X3.14X2.35/4-0.25)X2=13.38
梁长合计:
58.5+29.2+24.4+102.9+24.6+16.6+13.38=269.885m
体积=0.3X0.55X梁长=0.3X0.55X269.885=44.53
44.53
010*********
回填土方
3m
1•基础回填=挖土体积-室外地坪以下的基础工程量的体积
挖土体积=挖基坑体积+挖沟槽体积=390.456+8.5307=398.9867
室外地坪以下的基础工程量的体积=基坑垫层体积+独立基础体积+室外地坪以下柱和梁体积(阳台暂不计)
室外地坪以下柱体积=0.5X0.5X28(1.3-0.45)+0.5X0.6X4(1.2-0.45)=6.85
室外地坪以下梁体积=0.3X(0.65-0.45)X(112.4+157.479)=16.1927
回填土体积=398.9867-26.928-102.236-6.85-16.1927=246.78
254.25
2.室内回填(房心回填)=主墙间净面积X回填厚度同定额
首层大堂:
7X(3.65+2.1+4.7+0.25)X(0.45-0.3)=11.235
楼梯间:
7X(6.9-3.65+0.25)X(0.45-0.23)=5.39
走廊:
15.3X1.6X(0.45-0.3)X2=7.344
卫生间:
3.2X6.95X(0.45-0.22)X2=10.2304
办公室1:
(2~3/A~B)5.8X7.25X0.22=9.251
(2~3/C~D)5.8X6.95X0.22=8.8682
(3~4/A~B,1/4圆上面积+1/4圆左面积+1/4圆面积)(5.8X4.75+2.5X3.4+3.14X2.5X2.5/4)X0.22=9.0104
办公室2:
(1~2/A~B+1轴左+1轴右部分面积)[3.2X7.3+(1.78-0.1)X(3.78-0.2)+(2-0.1)X(1.78-0.15)]X0.23
=32.4714X0.23=7.4684
合计:
246.78+7.4684=254.2484
砌筑工程
010*********
砖基础
3m
长度=(1.66-0.25)X2+(1.88+1.66)X2=9.9
断面面积=[0.04725+0.24X(1.04-0.1-0.1-0.24)】=0.2152
体积=断面面积X长度=0.2152X9.9=2.1304
2.13
首层砌块墙
3m
外墙长度=(4.7+0.6+2.1+6.9-0.5-0.5-0.25)X2+(37.8-0.5X7-7.2+0.5)+(6+1.4-0.5-0.25)X2+(7.2-0.5)=73.7外墙高度=3.8-0.5+0.1=3.4或3.9-0.5=3.4
外墙厚度=0.25
内墙长度=(37.8-0.5X7-7.2+0.5)X2=55.2;内墙高度3.4
内墙长度=(6.9-0.25X2+4.7+2.5-0.25-0.35)X2+(6.9-0.25X2+4.7+2.5-0.25X2)X2+(6.9-0.25X2+4.7-0.25X2)X2=73.4;内墙咼度3.3
内墙厚度=0.20
010*********
250厚墙
3m
体积=长度X高度X厚度-门窗洞口面积X墙厚-过梁-圈梁-构造柱-飘窗根部构件体积
010*********
200厚墙咼3.3
3m
体积=长度X高度X厚度-门窗洞口面积X墙厚-过梁-梯柱体积-梯梁体积
200厚墙咼3.4
3m
010*********
240厚女儿墙,咼0.84
3m
体积=长度X高度X厚度-构造柱GZ1、GZ2体积
砼工程
010*********
C15垫层
3m
柱基垫层:
JC-1:
2.2X2.2X0.1X4=1.936
JC-2:
3.2X3.2X0.1X2=2.048
JC-3:
3.2X3.2X0.1X6=6.144
JC-4:
5.2X3.2X0.1X6=9.984
JC-5:
3.3X3.2X0.1X2=2.112
JC-6:
3.3X3.2X0.1X2=2.112
JC-2':
2.7X4.8X0.1X2=2.592
合计:
1.936+2.048+6.144+9.984+2.112+2.112+2.592=26.93
带形基础垫层:
0.7X0.1X[(1.66-0.25)X2+(1.88+1.66)X2]=0.693总计:
26.93+0.693=27.623
27.62
010*********
首层圈梁
C25
3m
体积=外墙圈梁净长X圈梁断面面积
外墙圈梁净长=(7.4-1+14.3-1.5+15.3-2.5-3)X2=58m扣除构造柱和框架柱长度
圈梁断面面积=0.25X0.18
体积=58X0.25X0.18=2.61
2.61
010*********
矩形柱
C30
3m
框架柱KZ体积=柱断面X柱高X根数同定额量
KZ1:
0.5X0.5X(1.3+14.4)X4=15.7
KZ2:
0.5X0.5X[(1.2+14.4)X2+(1.3+14.4)X4]=23.5
KZ3:
0.5X0.5X(1.2+14.4)X6=23.4
KZ4:
0.5X0.5X(1.2+14.4)X12=46.8
KZ5:
0.6X0.5X(1.2+14.4)X2=9.36
KZ6:
0.5X0.6X(1.2+14.4)X2=9.36
合计:
15.7+23.5+23.4+46.8+9.36+9.36=128.12
129.14
梯柱TZ1首层TZ1:
0.3X0.2X(1.95+0.1)X3=0.369冋定额量
二、三层TZ1:
0.3X0.2X1.8X3X2=0.648
合计:
0.369+0.648=1.017
总计:
128.12+1.017=129.137
010*********
构造柱GZ
C25
3m
以C2424两侧为例同定额量
首层={[0.25X0.25X(3.9-0.5)+0.05X0.25X3.4+0.05X0.25X(3.4-2.4)]-0.05X0.18X0.25}X4=1.052
二层={[0.25X0.25X(3.6-0.5)+0.05X0.25X3.1+0.05X0.25X(3.1-2.4)-0.05X0.18X0.25]}X4=0.9472
三层:
同上
四层={[0.25X0.25X(3.4-0.6)+0.05X0.25X2.8+0.05X0.25X(2.8-2.4)-0.05X0.18X0.25]}X4=0.842
合计:
1.052+0.9472+0.9472+0.842=3.7884
3.79
010*********
首层矩形梁
C30
框架梁KL
楼梯梁L1
楼梯梁TL1
3m
KL1梁断面250X500,梁长=6-2.5+2X3.14X(2.5-0.125)/4-0.5=6.7291同定额量
体积=梁断面X梁长X2=1.6823
KL3梁断面250X500,梁长=(6-0.35-0.15)X2+(7.2-0.5)=17.7
体积=0.25X0.5X17.7=2.2125
合计:
1.6823+2.2125=3.8948
41.38
KL2梁断面300X500,梁长=9.3-0.5X2=8.3同定额量
体积=0.3X0.5X8.3X2=2.49
KL5梁断面300X500,梁长=15.3-0.5X3=13.8
体积=梁断面X梁长X4=8.28
KL6梁断面300X500,梁长=37.8-0.5X7=34.3
体积=梁断面X梁长=5.145
KL7梁断面300X500,梁长=16.2-0.5X3=14.7
体积=梁断面X梁长X2=4.41
合计:
2.49+8.28+5.145+4.41=20.325
KL4梁断面300X600,梁长=7.2-0.5=6.7同定额量
体积=梁断面X梁长X1=1.206
KL8梁断面300X600,梁长=(7.2-0.5)X2+(6.9-0.5)X2=26.2
体积=梁断面X梁长=4.716
KL9梁断面300X600,梁长=16.2-0.25-0.5X2-0.35=14.6
体积=梁断面X梁长X2=5.256
KL10梁断面300X600,梁长=13.7-0.5X3=12.2
体积=梁断面X梁长X2=
合计:
1.206+4.716+5.256+4.392=15.57
楼梯梁L1300X550
梁断面300X550,梁长=7.2-0.3同定额量
体积=梁断面X梁长=1.1385
C30楼梯梁TL1200X400梁断面200X400,梁长=3.25-0.25同定额量
体积=梁断面X梁长=0.2X0.4X3.0=0.24
TL2梁断面200X400,梁长=1.6-0.25-0.1+1.6-0.1-0.1=2.65
体积=梁断面X梁长=0.2X0.4X2.65=0.212
合计:
0.24+0.212=0.452
总计:
3.8948+20.325+15.57+1.1385+0.452=41.3803
010*********
首层
过梁GL
C25
3m
200X120
M1021=0.2X0.12X(1.0+0.25X2)X20=0.72同定额量
2.11
250X120
C0924=0.25X0.12X(0.9+0.25+0.175)X4=0.159同定额量
250X180
C1824=0.25X0.18X(1.8+0.35)X2=0.194同定额量
C1524=0.25X0.18X(1.5+0.25X2)X2=0.18
C1624=0.25X0.18X1.6X2=0.144
C2424=0.25X0.18X2.4X2=0.216合计:
0.194+0.18+0.144+0.216=0.734
250X400
M5021=0.25X0.4X5=0.5同定额量
总计:
0.72+0.159+0.734+0.5=2.113
010*********
首层:
C30有梁板
3m
120厚:
1~2/A~B:
(3.3-0.05-0.15)X(7.2-0.05-0.05)X0.12X2=5.2824同定额量
1~2/C~D:
(3.3-0.05-0.15)X(6.9-0.05-0.05)X0.12X2=5.0592
1~4/B~C:
(15.3-0.05-0.3-0.15)X(2.1-0.25-0.25)X0.12X2=5.6832
3~4/A~1/A:
[(3.5-0.15)X(2.5-0.5)+3.14X(2.5-0.25)X(2.5-0.25)/4-
(2.5-0.35)X0.25]X0.12X2=2.4327
合计:
5.2824+5.0592+5.6832+2.4327=18.4575
69.07
130厚:
3~4/1/A~B:
(6-0.15-0.15)X(4.7-0.05)X0.13X2=6.8913同定额量
160厚:
2~3/A~B:
(6-0.15-0.15)X(7.2-0.05-0.05)X0.16X2=12.9504同定额量
2~3/C~D:
(6-0.15-0.15)X(6.9-0.05-0.05)X0.16X2=12.4032
4~5/B:
(7.2-0.15-0.15)X(2.1+3.35-0.05)X0.16=5.9616
3~4/C~D:
(6-0.15-0.15)X(6.9-0.05-0.05)X0.16X2=12.4032
12.9504+12.4032+5.9616+12.4032=
总计:
18.4575+6.8913+43.7184=69.0672
010*********
楼梯
C30
2m
(7.2-0.1-1.6)X(6.9-3.65-0.05)+(7.2-0.1-1.9)X(6.9-3.65-0.05)X2同定额量
=3.2X(5.5+5.2X2)
50.88
50.88
屋面工程
平面面积=37.82X13.72+(9.31X2.5-0.12X0.25)X2+[2.25X3.5+2.26X2.26X3.14/4-(2.5-0.24)X0.01]X2
=589.1041
上卷面积={37.82+16.22X2+[9.31+3.5+(2.5-0.12)X2X3.14/4]X2+7.2+0.48}X0.25
=111.0332X0.25
=27.7583
010*********
屋面防水
2m
589.1041+27.7583=616.86同定额量
616.86
011001001001
屋面保温
2m
589.1041
589.10
011101006001
屋面找平
2m
589.1041+27.7583=616.86同定额量
616.86
010*********
排水管
m
(14.4+0.45)X4=59.4同定额量
59.4
附录L
首层办公室2室内装修
项目编码
项目名称
单
位
地面4净空面积=(0.05+4.7+2.5)X(3.3-0.1)+(1.78-0.1=32.4064
)X(3.78-0.1
X2)+(2.0-0.1)X(1.78-0.1)
011101001001
水泥地面
20mm1:
2.5
水泥砂浆素水泥浆一道
2m
32.4064
32.41
地面4净空周长=(3.3-0.1)+(4.7+0.05+0.6)+(1.78-0.1)=27.62m
X2+(3.78-0.2)
X2+(1.4-0.1)+(2.5+4.7+0.05)
011105001001
踢脚
高100mm
6mm1:
2.5s
2m
踢脚3(27.62-1.0+0.1X2)X0.1=2.682
2.68
水泥砂浆
011407002001
天棚
3mm1:
2.5
水泥砂浆找平
天棚耐擦洗涂料
2m
天棚132.4064
32.41
011407001001
内墙
5mm1:
2.5
水泥砂浆找平
内墙耐擦洗涂料
2m
2m
内墙面1(0.05+4.7+0.6)X(3.9-0.12)+(3.3-0.1)X3.78+(0.05+4.7+2.5)X3.78+(1.4-0.1)X3.78-1.0X2.1+
阳台墙面积【下部面积(短墙面积+长墙面积)+上部面积(短墙面积+长墙面积)】:
(1.78-0.1-0.25)X0.4
X2+(3.78-0.1X2)X0.4X2+(1.78-0.1-0.25)X(3.9-0.14-2.7-0.4)X2+(3.78-0.1X2)X
(3.9-0.14-2.7-0.4)X2
=3.78X(5.35+3.2+7.25+1.3)-2.1+0.4X2X(1.43+3.58)+1.43X0.66X2+3.58X0.66X2
=64.638-2.1+0.8X5.01+6.6132
=73.1592
73.1592-踢脚面积+门窗洞口侧面-墙与梁相交的面积
二层卫生间室内装修
011102003001
楼面2块料面积
2m
3.2X6.95=22.24
22.24
011302001001
吊顶2
2m
3.2X6.95=22.24
22.24
011204003001
内墙面2瓷砖墙面
2m
吊顶底面标咼2.9m,窗顶6.9-3.9=3.0m
(3.2+6.95)X2X2.9-1.0X2.1-1.5X2.3+2.3X2X0.125+(1.0+2.1X2)X0.1=54.41
54.41
二层办公室1室内装修(3~4/A~B)
0111
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