工程量计算书模板
第二部分工程量计算书
第1章土建工程量
工程名称:
分部(项)名称计算公式工程量单位
一层:S=[124.68+0.24-(5+6)*2-0.1*2]*(9+0.24)=949.133 1建筑面积
S=(6+0.24)*0.23*4=5.741 2
S=[3.14(4.3+0.24)*(4.3+0.24)*120度/360度+(5+0.12-1.277+5+0.12)*(6-1.6-0.332)3
/2+(5+0.12-
1.277+7+0.24)*(
2.5+0.332)/2+(1.6+0.12)*(5+0.24)+(7+0.24)*(2.5+0.12)]*2=1
16.96
S= S+ S +S=949.133+5.741+116.96=1121.834 一层总123
3339.662 ? S= S+ S +S=949.133+5.741+116.96=1121.834 一层总123 二层:S=[124.68+0.24-(5+6)*2-0.1*2]*(9+0.24)=949.133 1
S=(6+0.24)*0.23*4=5.741 2
S=[3.14(4.3+0.24)*(4.3+0.24)*120度/360度+(5+0.12-1.277+5+0.12)*(6-1.6-0.332)3
/2+(5+0.12-
360度网站模板
1.277+7+0.24)*(
2.5+0.332)/2+(1.6+0.12)*(5+0.24)+(7+0.24)*(2.5+0.12)]*2=1
16.96
S=(1.1-0.12)*5.3*13*1/2=33.76 阳台4
S= S+ S +S S=949.133+5.741+116.96+33.76=1155.594 二层总阳台123+4
三层:S=[124.68+0.24-(5+6)*2-0.1*2]*(9+0.24)=949.133 1
S=(6+0.24)*0.23*4=5.741 2
S=[3.14(4.3+0.24)*(4.3+0.24)*120度/360度+(5+0.12-1.277+5+0.12)*(6-1.6-0.332)3
/2+(5+0.12-
1.277+7+0.24)*(
2.5+0.332)/2+(1.6+0.12)*(5+0.24)+(7+0.24)*(2.5+0.12)]*2=1 16.96
S= S+ S +S=949.133+5.741+116.96=1121.834 三层总123
工程名称：桩基工程
分部(项)名称计算公式工程量单位预应力混凝土管桩
(162V=14*53+18*109=2704 32704 m 根)
工程名称：土方工程
分部(项)名称计算公式工程量单位
S=(124.68+0.24+2+2)*(9+0.24+2+2)=1706.90 机械平整场地 731.56 ?
地坑1-1V(1个)
=(1+2*0.3+0.5*1.3)*(1+2*0.3+0.5*1.3)*1.3+0.5*0.5*1.3*1.3*1.3/3=6.764  750.326 地坑2-2V (29
个)=(2.2+2*0.3+0.5*1.3)*(1+2*0.3+0.5*1.3)*1.3+0.5*0.5*1.3*1.3*1.3/3*29=2
97.946 3 m
地坑3-3(33个):
S底
=(2.2+2*0.3)*(0.607+0.3)+(2.2+2*0.3+0.662+2*0.3)*(1.432+0.3)/2=6.057
S面
=(2.2+2*0.3+1.3)*(0.607+0.3+0.65)+(2.2+2*0.3+1.3+0.662+2*0.3+1.3)*(1.432
+0.3+0.65)人工挖土方 /2=14.318
S 中
=(2.2+2*0.3+0.65)*(0.607+0.3+0.325)+(2.2+2*0.3+0.65+0.662+2*0.3+0.65)*(1
.432+0.3+0.325)
/2=9.765
V=(S底+4S 中+S面)/6*1.3*33=(6.057+4*9.765+14.318)/6*1.3*33=429.96
地坑4-4V(1
个)V=(2.2+0.6+0.5*1.3)*(2.2+0.6+0.5*1.3)*1.3+0.5*0.5*1.3*1.3*1.3/3=15.65
6
地梁1土方:V=0.5*0.65*(2*3.14*4.39*90度/360度-0.6-0.65)*2=3.667 DL1 地梁2土方:V=0.5*0.75*[124.68*3(-5+6)*2-33*(2.2+0.6+0.65)-
29*(1+0.6+0.65)-1*(1+0.6+0.65)DL2
-1*(2.2+0.6+0.65)]=62.715
地梁3土方:V=0.5*0.6*(2*3.14*4.39*30度/360度+2.51-0.6-0.65)*2=1.466 DL3
地梁4土方:V=0.8*0.7*[9-(1.839+0.6+0.65)*2]*2=3.161 DL4
地梁5土方:V=0.5*0.85*(2+3-1-0.6-0.65)*2=2.338 3DL573.347 m
V=750.36+73.347-19.764-6.541-110.708-86.70-33.884=566.11 回填土 3 566.11 m
工程名称：混凝土工程
分部(项)名称计算公式工程量单位
承台1垫层:V1-1(1个)=(0.1+0.4+0.4+0.1)*0.1*1=0.1
承台2垫层:V2-2(29个)=(0.4+0.4+0.2)*(0.4+0.4+1.2+0.2)*0.1*29=6.38
承台3垫层:
V3-3(33
个)=[(2+0.2)*(0.507+0.1)+(0.462+2+0.2+0.2)*(1.332+0.1)/2]*0.1*33=12.80  承台4垫层:V4-4(1个)=(0.4+1.2+0.4+0.2)*(0.4+1.2+0.4+0.2)*0.1*1=0.484
19.764
垫层地梁1垫层:V=0.3*0.55*(2*3.14*4.39*90度/360度-1)*2*0.1=0.194  地梁2垫层:0.3*0.65*[124.68*3-(5+6)*2-29*1-33*2+(9-
2.2*2)*20]*0.1=5.192
地梁3垫层:V=0.3*0.4*(2*3.14*4.39*30度/360度+2.5-0.4)*0.1=0.053  地梁4垫层:0.6*0.6*(9-0.4*3)*2*0.1=0.562
地梁5垫层:V=0.3*0.75*(2.5+3-0.4)*0.1=0.540
6.541 CT-1(1个):V=(4+0.4)*(4+0.4)*0.8*1=0.328
3钢筋混凝土承台 mCT-2(29个):V=(0.4+0.4+1.2)*0.8*29=37.12 110.708  CT-3(33个):V=[(0.4+0.4+1.2)*0.507+(0.462+2)*1.332/2]*0.8*33=70.06
CT-4(1个):V=(0.4+0.4+1.2)*(0.4+0.4+1.2)*0.8*1=3.2
DL-1: V=0.3*0.55*(2*3.14*4.39*90度/360度-0.4*1)*2=2.142
DL-2: V=0.3*0.65*[124.68*3-(5+6)*2-60*0.4+(9-3*0.4)*20]=96.728
DL-3: V=0.3*0.4*(2*3.14*4.39*30度/360度+2.5-0.4)=0.528 3地梁 m 86.70 DL-4: V=0.6*0.6*(9-0.4*3)*2=5.616
DL-5: V=0.3*0.75*(2.5+3-0.4)=1.148
工程名称：砌筑工程
分部(项)名称计算公式工程量单位 V=0.24*0.4*[124.68*2-(5+6)*2-
0.4*50+(5+1.6+2)*2+(5-0.8)*2+(6-0.8)*20+(9-1-0.4)3基础砖砌体
m*2+2*3.14*4.3*120度/360度*2]=33.884 33.884
外墙:L中=124.68*2-(5+6)+(1.6+5+2.5+2+2*3.14*4.42*120度/360度)
*2-0.12*4-2.7*2+0.32/0.24*0.5*8-50+0.4=247.918
外墙面积S=247.918*3.9-0.9*1.8*42-4.6*3*12-5.5*11.6*4-8.9*3*2-
2.3*6.3*1=410.15
外墙体积V=410.15*0.24=98.436 302.755 3一层砌体 m 内墙:(厚为240):L 中=(7-0.24)*2+(9-0.24)*19-20*0.4=171.96
(厚为120):L中=[(1.26-0.12)*2+3]*18+(1.26-0.12)*2+2.5=99.82
内墙体积V=171.96*0.24*3.9+(99.82*3.9-0.7*2.1*19)*0.12=204.319
外墙:L中=124.68*2-(5+6)+(1.6+5+2.5+2+2*3.14*4.42*120度/360度)
*2-0.12*4-+0.32/0.24*0.5*8-50+0.4=253.318
外墙面积S=253.318*3.3-0.9*1.8*42-4.2*1.8*13-8.9*6.3*2=557.488 外墙体积V=538.558*0.24=133.797 二层砌体 L中=(7-0.24)*2+(9-0.24)*18-
20*0.4=163.2 内墙:263.051 内墙面积V=163.2*3.3=538.558
内墙体积V=538.558*0.24=129.254 3 m 外墙:L中=124.68*2-
(5+6)+(1.6+5+2.5+2+2*3.14*4.42*120度/360度)
*2-0.12*4-+0.32/0.24*0.5*8-50+0.4=253.318
外墙面积S=253.318*3-0.9*1.5*42-4.2*1.5*13=621.354
外墙体积V=621.354*0.24=149.125 3三层砌体 m284.345 内墙:(厚为240):L 中=(7-0.24)*2+(9-0.24)*19-20*0.4=163.2
(厚为120):L中=(2.3-0.12+1.32-0.12)*19=58.52
内墙体积V=163.2*0.24*3+(58.52*3-0.7*2.1*19)*0.12=135.22