造价员Word格式文档下载.docx
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造价员Word格式文档下载.docx
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3.反铲挖三类土自卸汽车运8km1-169
V=(40.8+2*0.365+2*0.3)*(8.1+2*0.365+2*0.3)*1.35+(7.8+2*0.365+2*0.3)*0.3*2+(7.5+2*0.365+2*0.3)*0.3
=
4.人工回填土夯填1-46
沟槽回填V1=
房心回填V2={[(40.8-0.135*2)*(8.1-0.135*2)+(7.8-0.135*2)*0.3*2+(7.5-0.135*2)*0.3]-[(40.8-0.135*2)+(4.8-0.135-0.12)*14+(3.3-0.135-0.12)*8+(3.6-0.135-0.12)*3+(2.7-0.24)*5+(2.4-0.24)]*0.24}*0.04
墙边回填V3=547.31-【(40.8+0.215*2)*(8.1+0.215*2)+(7.8+0.215*2)*2*0.3+(7.5+0.215*2)*0.3】*1.35
工程量=V1+V2+V3=
第四章砌筑工程
1.M10混合砂浆1砖厚多孔砖墙4-19
L中=(40.8+8.1)*2+0.3*6=99.6m
厚度=0.24mH=11.48m
V=99.6*0.24*11.48=274.41m3
扣:
门窗洞口
3M-61.2*1.38*3
24M-41.5*2.4*24
20C-21.3*1.4*20
24C-31.2*1.4*24
9C-41.2*1.2*9
8C-60.6*0.4*8
4C-71.1*1.4*4
20大空圈2.7*5*11.48
4小空圈2.4*11.48
小计:
V1=371.66*0.24=89.20m3
过梁
36KGLB371251.7*0.24*0.18*36
24KGLB371552.0*0.24*0.18*24
20KGLB371351.8*0.24*0.18*20
8KGLB370651.1*0.24*0.18*8
4KGLB371151.6*0.24*0.18*4
20KGLB372750.5*0.24*0.18*20
4KGLB372450.5*0.24*0.18*4
小计:
V2=7.45
构造柱
6Gza(0.24*0.54+0.06*0.24*2*0.5)*11.48*6
4GZ0.24*0.3*11.48*4
15GZ(0.24+0.06)*0.24*11.48*15
25.63m3
圈梁
2.M5混合砂浆1砖厚混水砖墙4-10
H=12.03-11.3=0.73m
V=99.6*0.73*0.24=17.45m3
扣构造柱
【(0.54*0.24+0.06*0.24)*6+0.24*0.3*52】*0.73=3.35m3
工程量=17.45-3.35=14.1m3
3.M10混合砂浆1砖厚混水砖墙4-10
L净=(8.1-0.24)*8-1.2*6+(4.8-0.24)*6+(3.6-0.24)*3+(3-0.24)*5+(2.7-0.24)=109.38m
厚度=0.24
H=11.38-4*0.18=10.66m
V=10.66*0.24*109.38=279.84m3
门窗洞口
24M-124*0.9*2.1
24M-224*0.9*2.1
24GM24*0.6*1.8
116.64*0.24=27.99m3
48SGLA240951.15*0.24*0.12*48
24SGLA240650.85*0.24*0.12*24
2.18m3
GZ
0.06*0.24*0.5*10.66*21=1.61m3
[0.24*0.27*2.1*4+(10.66-2.1*4)*0.24*0.3]*6=4.24m3
(0.24+0.06*2)*0.24*10.66*2=1.84m3
小计:
7.69m3
挑梁
(36+12)TL1(0.42-0.18)*0.24*(2.1-0.12)*36+(0.6-0.18)*0.24*(3.9-0.12)*12=8.68m3
(27+9)TL2
(0.42-0.18)*0.24*(2.1-0.12)*27+(0.42-0.18)*0.24*(3.9-0.12)*9=5.04m3
13.72m3
工程量=279.84-27.99-2.18-7.69-13.72=228.26m3
4.M10混合砂浆1/2砖厚混水砖墙4-8
L净=(3-0.24+2.1-0.12-0.06)*5
+(2.7-0.24+2.1-0.12-0.06)*1=27.78m
厚度=0.115m
H=11.3+0.08-0.1*4=10.98m
V=27.78*0.115*10.98=35.08m3
24M-224*0.9*2.1=
24M-324*0.7*2.1=
80.64*0.115=9.27m3
24SGLA120911.15*0.115*0.12*24
24SGLA120711.2*0.115*0.12*24
0.78m3
工程量=35.08-9.27-0.78=25.03m3
5.M5水泥砂浆1砖厚清水砖墙B4-
L净=(40.8-0.135*2)-(2.4+0.24)*3+(4.8-0.135-0.12)*8+(3.3-0.135-0.12)*14+(3.6-0.135-0.12)*3+2.7*5+2.4=137.54m
厚度=0.24m
H=2.6-0.18=2.42m
V=137.54*0.24*2.42+137.54*0.12*0.06*2=81.86m3
洞口
6DMI6*0.8*1.8*0.24
18DM218*0.8*1.8*0.24
8.29m3
24SGLA24085(12*1.05+12*1.3)*0.24*0.12=0.81m3
【6*0.24*0.3+2*0.24*(0.24+0.06*2)+6*0.03*0.24】*2.42=1.57m3
1.98*0.24*0.32*12+1.98*0.24*0.2*9=2.68m3
工程量=81.83-8.29-0.81-1.57-2.68=68.51m3
6.M5水泥砂浆1/2砖厚清水砖墙B4-
L净=(1.2-0.12+1.5-0.24)*6=14.04m
H=2.2-0.18=2.02m
V=14.04*0.115*2.02=3.26m3
6M-26*0.8*1.8*0.115=0.99m3
6SGLA120811.05*0.115*0.12*6
1.08m3
工程量=3.26-1.08=2.18m3
7.M10混合砂浆加气混凝土砌块墙4-35
(1)管道井壁
V1=(0.8+0.45)*(11.2+0.08)*0.15*6=
(2)阳台外墙
小阳台L中=2.9+1.68*2=6.26m
H=10.7+0.08-3*0.42=9.52m
V2=(6.26*9.52*0.2-1.2*1.4*0.2*4)*6
大阳台L中=1.88*3+7.8-0.2*2=12.66m
V3=(12.66*9.52*0.2-3.3*1.6*8*0.2)*2
V4=12.36*9.52*0.2-(3.3*1.6*4+3*1.6*4)*0.2
工程量=V1+V2+V3+V4-1.58*0.24*0.24*6
第五章混凝土及钢筋混凝土工程
一、工程内容:
模板、钢筋、混凝土
二、列项目名称
(一)现浇混凝土
1.C15带型基础5-394
2.C10垫层8-16
3.C20带型基础5-394
4.C20构造柱5-403
5.C20单梁5-406
6.C20圈梁5-408
7.C20过梁5-409
8.C20直型墙5-412
9.C20平板5-419
10.C20有梁板5-417
11.C20直型楼梯5-421
12.C20悬挑板5-423
13.C20压顶5-432
三、计算工程量
1.带型基础5-394
MA07
V1=99.92*0.65*0.4=25.98
MA08
L净=121.49m
V2=121.49*0.6*0.4=29.16
MA05V3=12.3*0.5*0.4=2.46
工程量=25.98+29.16+2.46=57.6m3
2.C15直型墙5-412
V=99.92*(2.6-0.18)*0.35=84.02
扣门窗洞口
24DC124*0.6*0.4*0.35
3M-63*1.2*0.72*0.35
小计:
2.93
工程量=84.02-2.93=81.09m3
3.C10垫层8-16
V=(2.4+0.24)*1.0*0.1*3
4.C20带基5-394
V=(2.4+0.24)*3*【0.8*0.3+0.5*0.1(0.8+0.54)】
外:
-0.18~11.3
(0.54*0.24+0.06*0.24*3*0.5)*11.48*6
0.3*0.2411.48*4
(0.24+0.09)*0.24*11.48*15小计:
11.3~12.1
0.3*0.24*0.73*52
(0.54+0.06)*0.24*0.73*6小计:
内-2.7~-0.08
【0.24*0.3*1.8+0.24*(0.24+0.09)*(2.62-1.8)】*6
0.24*(0.24+0.06*2)*2.62*2小计:
-0.08~11.3
【0.24*0.3*2.1*4+0.24*(0.24+0.09)*(11.38-2.1*4)】*6
0.24*(0.24+0.06*2)*11.38*2
外圈梁:
1-3层
V={[(40.8+8.1)*2+0.3*6-3.2*5-2.9]*0.24*0.2-6*0.54*0.24*0.2-0.24*0.24*0.2*19}*3=
顶[(40.8+8.1)*2+0.3*6-3.2*5-2.9]*0.24*0.24-6*0.54*0.24*0.24-0.24*0.24*0.24*19=
内墙圈梁
1~3
【(8.1-0.24)*8+(4.8-0.24)*6+(3.6-0.24)*3+(3-0.24)*5+(2.4-0.24)-21*1.98】*0.24*0.18*3-0.24*0.24*0.18*8*3
顶
【(8.1-0.24)*8+(4.8-0.24)*6+(3.6-0.24)*3+(3-0.24)*5+(2.4-0.24)-21*3.78】*0.24*0.18-0.24*0.24*0.18*8
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