《工程估价》
课程实训
题 目：
专 业：
班 级：
姓 名：
学 号：
时间：
建筑工程施工图预算书
工程名称：
工程结构：
建筑面积：
预算价（小写）
（大写）
经济指标（元/m2）：
编制时间：
目 录
1、工程概况 …………………………………………………………………3
2、编制说明 …………………………………………………………………7
3、取费表 …………………………………………………………8
4、直接工程费表 ………………………………………………………………9
5、人材机价差表 ……………………………………………………………12
6、工程量计算式 ……………………………………………………………13
一、工程概况
二、编制说明
1.1编制依据
1、施工图纸：
2、定额、定价：2008湖北省建筑工程消耗量定额；
3、工程概况：
1.2预算范围
1.3编制说明
1.4工程造价
人材机价差表
工程名称：
第二篇：工程造价课程设计
项目编码项目名称单
位工程量计算式数量建筑面积S1=3.14×1.77?×0.5+5.19×8.3+24.24×6.54+18×7.1+0.5×3.14×1.47?+14.94×4.54+1.2×14.64+14.4×7.1=525.353m?3712.52人工综合
土方
三类 湿土人工综合
土方
三类 干土湿土排水
C20 沉管
灌注桩
桩尖埋设
碎石垫层S2-7=S1+0.95×2+0.5×（1.8×1.08+1.32×0.48+0.25×3.14×1.32?）+0.5×3.14×1.12?=531.195S=S1+6×S2-7=525.353+6×531.195一 、土石方工程B=1.2 C=0.3 H湿=0.60L=38.4+14.6+38.4+18.9-2.7+1.35×3.14+2.4+4.3+23+3.95+21.95+13.7+m?13.4+5.3×7+4.1×6+1×11+5.3×4+3.3×4+1.7=303.339V=(1.2+2×0.30)×0.60×303.339=327.60612B=1.2 C=0.3 H干=0.55L=38.4+14.6+38.4+18.9-2.7+1.35×3.14+2.4+4.3+23+3.95+21.95+13.7+m?13.4+5.3×7+4.1×6+1×11+5.3×4+3.3×4+1.7=303.339V=(1.2+2×0.30)×0.55×303.339=300.30561B=1.2 C=0.3 H湿=0.60L=38.4+14.6+38.4+18.9-2.7+1.35×3.14+2.4+4.3+23+3.95+21.95+13.7+m?13.4+5.3×7+4.1×6+1×11+5.3×4+3.3×4+1.7=303.339V=(1.2+2×0.30)×0.60×303.339=327.60612二 、桩基础与加固工程V=180×3.14×0.213?×18.5=474.39m?空打部分V=180×3.14×0.213?×0.5=12.82V=474.39+12.82=487.21个180三 、 砌筑工程m?0.1×（3.36+4.56+3.06）×4.86327.61300.31327.61487.21180.005.34
LA-A=38.4+18.9+38.4+1.35×3.14-
2.7+4.3+2.4+14.6-3-（9×0.24×
0.24+9×0.24×0.5+2×0.24×
0.24+0.35×0.3+0.35×0.30）
=114.177 LB-B=7×
5.93+7×1.63+6×4.73+4×5.93+4×标准砖基m?93.06础
M5 混合砂
浆多孔砖m?
内外墙1.63+4×3.93+2.33+14.03+14.33+17.63+23.63=199.21 V=0.37×0.78×（114.177+199.21）+0.24×0.63×2.76+0.37×2×4.71×0.63=93.0566022V南7=（38.64-4×0.24-6×0.5）×2.7×0.24-12×1.8×1.8×0.24-1.5×2.7×0.24+2.42×3.4×0.24+2.42×1.7×0.24= 15.13152V北=（34.65+0.24-3×0.24-0.35-2×0.24-3×0.50）×0.24×2.7-(1.8×1.8×6+1.5×1.8×4+1.2×1.2+1.68×0.12)×0.24+4.6×2.42×0.24= 15.652416V西7=（10.86-3×0.24）×0.24×3.09+4.76×0.24×2.7-2×1.2×1.2×0.24-2.76×1.2×0.24-2×0.12×0.24×1.68-0.12×0.24×3.24+4.06×2.42×0.24=11.286193V东7=（19.14-3×0.24-1.5）×
3.09×0.24+4.06×2.42×
0.24=14.90592
V内7=（11×6.06×3.09+4×4.06×
3.09+2×6.06×3.09-0.9×1.8-
0.12×1.38+4×4.86×3.09-2×1×
2.7-0.12×1.48+4.71×3.09-1.5×
2.1-0.12×1.98+23.76×3.09-8×1
×2.7-8×0.12×1.48+18.24×
3.09-2×1×2.70-2×0.12×1.48-
1.2×2.70-0.12×1.68+14.46×
3.09-4×1×2.7-4×1.48×0.12-
1.5×2.70-0.12×1.98+12×3.09-4
×2.7×1.0-4×0.12×1.48+0.71×486.05
V1#=1.65×3.14×0.24×
1.0=1.24344 V2#=（1.7-0.3）M5 混合砂×0.24×3.14×1.35-0.12×1.08×浆多孔砖m?0.24=1.393211.24弧形内外
墙
M7.5 混合
砂浆多孔
砖内外墙
M7.5 混合
砂浆多孔
砖弧形内
外墙V=(1.24344+1.3932)×3+(1.8-0.3)×(1.65+1.35)×3.14×0.24-2×0.12×0.24×1.08=11.238912V南=（38.64-4×0.24-6×0.5）×2.7×0.24-12×1.8×1.8×0.24-1.5×2.7×0.24= 12.16944V北=（34.65+0.24-3×0.24-0.35-2×0.24-3×0.50）×0.24×2.7-(1.8×1.8×6+1.5×1.8×4+1.2×1.2+1.68×0.12)×0.24=12.980736V西=（15.84-3×0.24-0.30-0.30）×0.24×2.79-（2×1.2+2.76）×1.2×0.24-2×0.12×（1.68+3.24）×0.24= 7.95312V东=（19.14-3×0.24）×2.79×m?0.24-1.5×2.79×0.24= 11.363328V内=（11×6.06×2.79+4×4.06×2.79+2×6.06×2.79-0.9×1.8+4×4.86×2.79-2×1×2.79+4.71×2.79-1.5×2.1-1.98×0.12+23.76×2.79-8×1×2.79+18.24×2.79-2×1×2.79-1.2×2.79+14.46×2.79-4×1×2.79-1.5×2.79+12×2.79-4×2.79×1.0+0.71×2.79）×0.24= 109.66752V=(12.16944+12.980736+7.95312+11.363328+109.66752)×3=462.402432V1#=1.65×3.14×0.24×1.0=1.24344 V2#=（1.7-0.3）m?×0.24×3.14×1.35-0.12×0.24×1.08=1.3932V=(1.24344+1.3932)×3= 7.90992462.407.91
V南=（38.64-4×0.24-6×0.5）×
2.7×0.24-12×1.8×1.8×0.24-
1.5×2.7×0.24= 12.16944V北=（34.65+0.24-3×0.24-0.35-2×0.24-3×0.50）×0.24×2.7-(1.8×1.8×6+1.5×1.8×4+1.2×
1.2+1.68×0.12)×0.24=
12.980736
V西=（15.84-3×0.24-0.30-0.30）×0.24×2.79-1.2×1.2×0.24-
2.76×2.79×0.24-0.12×0.24×
M10 混合1.68=7.480512砂浆多孔m?V东=（19.14-3×0.24）×2.79×砖内外墙0.24-1.5×2.79×0.24= 11.329632
V内=（11×6.06×2.79+4×4.06×
2.79+2×6.06×2.79-0.9×1.8-1.5×1.2-1.98×0.12+4×4.86×2.79-2×1×2.79+4.71×2.79-1.5×2.1-
1.98×0.12+23.76×2.79-8×1×
2.79+18.24×2.79-2×1×2.79-1.2×2.79+14.46×2.79-4×1×2.79-
1.5×2.79+12×2.79-4×2.79×
1.0）×0.24= 108.70308
V=12.16944+12.980736+7.480512+11.329632+108.70308=152.663424
M10 混合V1#=1.65×3.14×0.24×砂浆多孔
砖弧形内m?1.0=1.24344 V2#=（2.6-0.3）
×0.24×3.14×1.35=2.339928
外墙V=1.24344+2.339928=3.583368
四、 混凝土和钢筋混凝土
C10混凝土
垫层砼m?V=1.2×0.1×303.339=36.40068
LA-A=38.4+18.9+38.4+1.35×3.14-
2.7+4.3+2.4+14.6-3=115.539LB-B=7×5.93+7×1.63+6×4.73+4×
钢筋混凝5.93+4×1.63+4×土带形基m?3.93+2.33+14.03+14.33+17.63+23.6础砼3=199.21
V=(0.3×1.0+0.3×0.5)×115.539+(0.3×0.4+0.3×1.0)×
199.21=135.66075
基础梁砼m?V=（0.3×1.0+0.4×0.45）×
（3.24+4.95×2）=6.313.5836.40135.666.31152.66
V1-6=（9×0.24 ?+9×0.5×0.24+2
×0.24 ?+0.35×0.3+0.35×
0.3+0.35×0.5）×3.2=6.71552
V7=（6×0.24?+0.35×0.30）×4.3+C20矩形柱m?（9×0.5×0.24+0.24?）×3.32+（448.65砼
C20矩形梁
砼m?
圈梁砼m?×0.24?+2×0.3×0.35）×6=8.356812V总=6.71552×6+8.356812=48.649932VL1=2.48×0.24×0.3×11= 1.96416VL2=3.14×1×0.24×0.7= 0.52752VL3=2.24×0.24×0.58= 0.311808VL4=2.24×0.24×0.47= 0.252672VL4’=2.24×0.24×0.7= 0.37632VL5=5.24×（0.24×0.35+0.35×0.12）= 0.66024VL5’=5.24×(0.24×0.58+0.35×0.12)= 0.949488VL6=0.24×0.47×1.29+0.24×0.33×5.3= 0.565272VL6’=0.24×0.7×1.29+0.27×0.58×5.3= 1.0467VL=6×(1.96416+0.252672+0.66024+0.565272)+ 0.52752+0.311808+0.37632+ 0.949488+1.0467=23.8659VQL1=(0.24×0.24+0.12×0.12)×(6.06×3+4.06)=1.60128VQL2=0.24×0.24×(11×6.06+5×4.06+5×4.86+6.06+2×4.95+23.76+17.76+14.16+14.46)=11.350656 VQL3=0.24×0.30×(38.4+12+1.2+9.6+4.8+3.3-0.72)=4.93716 VQL4=（2×4.93+2×4.06）×0.24×
0.3=1.29456 V顶=(0.24×
0.24+0.12×0.12)×（6.83×
3+4.83）+0.24×0.24×(12×6.06+5
×4.06+4×4.86+2×
4.95+23.76+17.76+14.16+14.46)=12
.91104 V总=6×
（1.60128+11.350656+4.93716）
+1.29456+12.91104=121.54017623.87121.54
楼梯砼m?雨篷1砼雨篷2砼雨篷3砼雨篷4砼m?m?m?m?S=1.45×2.97+1.57×2.43×13+14×0.24×3.54+3.14×1.53 ?×0.5×7+1.27×2.43×14+2.94×0.24×161.2314+3.14×1.23 ?×0.5×7=161.234262S=2×1.5×0.9=2.72.70S=0.95×3.0=2.852.85S1=3.14×1.12 ?×0.5=1.9694081.97S2=(1.8×1.08+1.32×0.48+0.25×3.95阳台1砼m?阳台2砼m?翻沿砼、栏板砼m?檐沟砼m?预制过梁
砼m?C10混凝土垫层模板m?钢筋混凝土带形基m?础模板基础梁模
板m?C20矩形柱模板m?C20矩形梁模板m?圈梁模板m?楼梯模板m?雨篷模板m?阳台模板m?3.14×1.32?)=3.945384S1=3.14×1.12 ?×0.5×6=11.816448S2=(1.8×1.08+1.32×0.48+0.25×3.14×1.32?)×6=23.672304V=(0.5×3.14×1.32+1.08+0.6+3.14×1.0)×(0.95×0.08+0.06×0.1)×7=6.5615648V=（0.08×1.48+0.24×0.62+0.12×0.53）×（23.76+11.76×2+17.76）=21.671328V=0.12×0.24×（14×1.98+1.48×18+1.98+21×1.68+7×1.08+6×3.24）=3.416256S=36.40068×1.38=50.2329384S=135.66×2.17=294.3822S=6.31×2.17=13.6927VZ1、Z3=11×（0.24×0.24）×3.2+6×0.24×0.24×4.3+0.24×0.24×3.32+4×0.24×0.24×6=5.087232 V2=48.65-5.09=43.56 S=5.09×14.73+43.56×9.92=507.0909VL1=6×(1.96416+0.252672+0.66024+0.565272)+ +0.311808++ 0.949488+=21.913VL2=23.87-21.913=1.957S=21.913×10.6+1.957×8.1=248.1295S=121.54×7.28=884.8112S=161.23S=3.95+1.97+2.85+2.70=11.47S=11.82+23.67=35.4911.8223.676.5621.673.4250.23294.3813.69507.09248.13884.8111.4735.49
翻沿、栏板模板檐沟模板预制过梁模板预制过梁安装
钢筋网细石混凝土刚姓屋面
分仓缝
防水砂浆防潮层
憎水珍珠岩保温隔热层
大便槽小便槽洗涤槽洗涤池混凝土台
阶混凝土散
水混凝土明
沟水泥砂浆找平
层水泥砂浆找平
层
m?S=6.56×19.09=125.2304m?S=21.67×18.5=400.895S=0.12×（14×1.98+1.48×m?
18+1.98+21×1.68+7×1.08+6×
3.24）=14.2344
V=0.12×0.24×（14×1.98+1.48×m?18+1.98+21×1.68+7×1.08+6×
3.24）=3.416256
七 、屋面及防水工程
S=24.24×6.3+12.84×14.4+0.3×
4.3+
3.14×1.47×1.47×0.5+0.24×m?24.24+8.3×4.95+17.76×7.1+1.65+1+2.1+4.92+0.24
×8.06=529.04m?
S=0.24×7.1=1.704S529.04+0.53×
(23.76+11.76+17.76)+ 0.25×(6.53m?+3.05+3+6.53+3.14×1.76×0.5+4.53)+0.12×7.1=564.839
八、 耐酸 保温
V=（8.3×24+6.3×22.95+3.14×m?
1.65?×0.5+8.3×14.4+4.3×14.7+3.14×1.35?×0.5）×
0.06=32.019039
九、 附属工程
只5×7=35mL=2.78×7=19.46mL=3.5×2×7=49
只
1×7
m?
S=1.55×5+3.14×0.5×1.12?+2.4×2.4=15.479408
V=(38.64+0.6-2.4-0.6+19.14+0.6-m?2.4+34.65+0.6+3.14×
1.77+9.6+0.6+4.3+2.4)×0.6=66.71m
L=4.86+3=7.86
十、 楼地面工程
125.23400.9014.23
3.42
529.04
1.70564.84
32.02
35.0019.4649.007.0015.4866.717.86
15mm10mm
细石混凝土楼地面水泥砂浆楼地面水泥砂浆楼梯面水泥砂浆踢脚线楼梯木扶
手混合砂浆墙面白瓷砖墙
裙水泥砂浆阳台水泥砂浆雨篷1水泥砂浆雨篷2水泥砂浆雨篷3水泥砂浆雨篷4水泥砂浆檐沟水泥砂浆栏板天棚混合砂浆抹灰木推拉窗V厕=0.07×（3.36+4.56+3.06）×4.86mL=2.9×14×2=81.281.20十一、 墙柱面工程十二 、天棚工程S宿舍1=6.06×2.76×12×7=1404.9504 S宿舍2=4.86×2.76×2×7=187.7904 S宿舍3=4.06×2.76×4×7=313.7568 S卫=（3.36+4.56+3.06）×4.86×7=373.5396 S过道=1.76×38.4×7+8.06×2.16×7+2.76×4.71×7-m?1.76×0.95+12×1.76×0.3×7=728.6324 S1#=（2.9+2.4）×3250.963.06×6+4.71×3.06+3.14×1.53?×0.5×7=137.447091 S2#=（2.9+2.4）×2.46×6+4.06×2.46+3.14×1.23?×0.5×7=104.842371 S总=1404.95+187.79+313.76+373.54+728.63+137.45+104.84=3250.96十三、 门窗工程m?S=1.5×2.7=4.054.05
钢窗乙级防火
门有亮胶合板门有亮镶板
门半截玻璃
门全玻璃门木门清漆木窗清漆木扶手蜡黄漆墙裙调和
漆内墙面乳胶漆天棚乳胶
漆钢窗调和
漆综合脚手
架垂直运输人工降效S=21×1.2×1.2+14×0.6×1.5+7×m?0.9×1.8+21×1.5×1.8+126×1.8×1.8+7×1.5×1.8+6×2.76×557.891.2=557.892m?S=14×1.5×2.1+2×1.0×2.1=48.348.30m?S=126×1.0×2.7=340.2340.20m?S=14×1.0×2.7=37.837.80m?S=14×1.5×2.7=56.756.70m?S=2.76×2.7=7.4527.45十四、 油漆涂料工程m?S=126×1.0×2.7+14×1.0×2.7=378378.00m?S=1.5×2.7=4.054.05mL=2.9×14×2=81.281.20S宿舍1=6.06×2.76×12×7=1404.9504 S宿舍2=4.86×2.76×2×7=187.7904 S宿舍3=4.06×2.76×4×7=313.7568 S卫=（3.36+4.56+3.06）×4.86×7=373.5396 S过道=1.76×38.4×7+8.06×2.16×7+2.76×4.71×7-m?1.76×0.95+12×1.76×0.3×7=728.6324 S1#=（2.9+2.4）×3250.963.06×6+4.71×3.06+3.14×1.53?×0.5×7=137.447091 S2#=（2.9+2.4）×2.46×6+4.06×2.46+3.14×1.23?×0.5×7=104.842371 S总=1404.95+187.79+313.76+373.54+728.63+137.45+104.84=3250.96S=21×1.2×1.2+14×0.6×1.5+7×m?0.9×1.8+21×1.5×1.8+126×1.8×1.8+7×1.5×1.8+6×2.76×557.891.2=557.892十六 、脚手架工程m?3712.523712.52十七、 垂直运输工程m?3712.523712.52十八、 建筑物超高
机械降效