工程量清单计价实例含图纸

1、 /25F1站爼DOll-g|A秦等L-2洌0042002tH他*3硕L-2酗300im2PM2014L-3150*4001/0(：那2S11俪11HC9120rmUR*I#12幻捕龙+血i：6.54O)iO,1ML2124225J90&7lO；452cl|4522cl跖穿阳CI3300162CI2=.3162UB-Bell25142S14空2扭千昭.至于MOOL723CL,编号GZ-hIBTLJ06（某工艺楼工程）工程量计算书（依据GB505002008建筑工程工程量清单计价规范以及湖北省2008消耗量定额计算）一序号工程项目名称计量单位工程量计算式1建筑面积m2240.6112.84X9.

2、24X2层+4.44*1.5/22平整场地m2118.6412.84X9.24定额计价工程量：(12.84+4)X(9.24+4)=222.96m23室外砼散水60厚，一次抹光m220.26(12.84+9.24)X2(4.2+0.24+0.6X2)+0.5X4X0.54室外砼台阶m27.24(4.2+0.24+0.6X2)X(1.5+0.6)(4.20.18X2)X(1.50.3)台阶模板m27.24同上5台阶表面贴面砖300X300m27.24同上660厚C10砼垫层，面水泥砂浆贴面砖600X600m297.28室外平台：(4.20.18X2)X(1.50.3)一层室内地面：展厅：8.16

3、X8.76值班室：3.06X3.96梯间地面：2.16X4.2C10砼垫层：97.28X0.06=5.84m3760厚C10砼垫层，面水泥砂浆贴面砖300X300m212.12一层卫生间：3.06X3.96=12.12m2C10砼垫层：12.12X0.06=0.73m38200厚炉渣垫层，20厚1：3水泥砂浆找平层,面贴面砖300X300m212.12二层卫生间贴面面层：3.06X3.96=12.12m2找平层：同上炉渣垫层：12.12X0.2=2.42m39水泥砂浆贴面砖地面600X600m280.55展厅：3.96X8.76工作间：3.96X(3.06X2+5.46)10水泥砂浆面贴面砖3

4、00X300m25.80二层天台地面：1.38X4.211楼梯面水泥砂浆贴300X300面砖m29.072.16X4.212卫生间铝合金隔断m217.39(3.06+1.4)X1.95X213水泥砂浆贴150高踢脚板m218.84一层：(12.36+8.76)X2+(3.96+3.06)X21.80.9X3X0.15=7.75二层：(3.96+3.06)X2X2+(3.96+5.46)X2+(3.96+8.76)X2+4.2X1.15X20.9X71.8X0.15=11.0914楼梯不锈钢栏杆，扶手m7.53栏杆扶手：2.75X2X1.15+1.2弯头：4个15圆柱面1厚不锈钢饰面m23.96

5、圆柱面木龙骨：0.3X3.14X3.45=3.25圆柱面三夹板基层：0.4X3.14X3.450.25X0.55X20.25X0.4=3.96不锈钢饰面：同上16室内天棚混合砂浆抹灰m2242.7692.67+12.12X2+80.55+9.07X2+1.05X3.45+0.3X2.16X2+0.55X2X8.76+0.4X3.96X2+0.4X1.38X2+3.96X0.6+1.5X4.4417内墙面混合砂浆抹灰m2454.00(12.36+8.76+3.96+3.06+3.96+3.06+8.76+8.16+5.46+3.96+3.06+3.96)X2X3.45+(3.06+3.96)X2

6、X2X(3.452.1)1.8X2.7X20.9X2.1X5X21.8X1.8X81.8X0.6X218墙面、天棚面刷乳m2703.02242.76+454.00+6.26胶漆2遍19水泥砂浆贴200X300彩釉砖墙面m250.87卫生间：(3.06+3.96)X2X2.12.1X0.91.8X1.2X220水泥砂浆墙面抹灰m231.69女儿墙内侧面：(12.36+8.76)X2X0.6=25.43天台栏板内侧面：(1.38X2+4.2)X0.9=6.2621水泥砂浆墙面零星抹灰m212.74女儿墙压顶：(12.6+9)X2X0.27天台栏板压顶：(1.44X2+4.32)X0.1522水泥砂

7、浆楼地面零星抹灰m20.60楼梯梯板侧面：(2.75X2+3.45+1.05)X0.0623外墙面水泥砂浆贴60X240面砖，灰缝20mmm2328.52(12.84+9.24)X2X8.251.8X1.8X101.8X2.7X2+(1.5X2+4.44)X1.34.4X0.450.6X0.60.12X0.9X20.4X0.25X23.96X0.1524独立柱基础C20砼m30.72C20砼独立基础：1.2X1.2X0.5=0.72m3C10砼垫层：1.4X1.4X0.1=0.20m3模板m22.401.2X4X0.5钢筋12m23.04单根长度：(1.20.07+2X6.25X12三1000

8、)根数：(1.220.15+1)X225挖地坑三类土深1.05mm32.061.4X1.4X1.0526现浇圆形柱C20砼m30.310.32X3.1424X(3.45+0.9)圆形柱模板m24.100.3X3.14X(3.45+0.9)钢筋14m18.204X(3.45+1.4+0.2X2+0.040X14)=4X4.556m21.25单根长度：0.25X3.14+0.010X6=0.85根数：(3.45+0.9)20.2+3=25总长度：0.85X2527构造柱C20砼m33.400.24X0.30X(7.80+0.06)X6构造柱模板m232.070.3X2X(7.80+0.06)X6+

9、0.06X2X4X(7.80+0.06)钢筋14m217.44(7.8+0.3+0.2X2+0.040X14)X4X66m206.40单根长度：0.19X4+0.1=0.86根数：(7.8620.2+1)X628现浇砼过梁(门窗用)C20砼m32.070.24X0.24X(2.3X12+1.4X6)过梁模板m223.76(2.3X12+1.4X6)X0.24X2+(1.8X12+0.9X6)X0.24钢筋(门窗洞口增加钢筋)12m66.602.45X12+1.55X4X66m41.28单根长度：0.19X4+0.1=0.86根数：(1.420.2+1)X6(只计算了2.1米高门洞上的过梁用箍筋

10、)29现浇砼圈梁C20m36.17一、二层圈梁：(12.6+9)X2+(4.08+3.18)X2)X2+8.76+3.96-2.3X12-0.3X6X2X0.24X0.24=(128.162.3X120.3X6X2)X0.24X0.24=5.85TL1嵌入墙体内：0.4X0.25X(3.30.12)=0.318圈梁模板m249.88一、二层圈梁：(128.162.3X120.3X6X2)X0.24X2=46.54TL1嵌入墙体内：(3.30.12)X(0.4X2+0.25)=3.34钢筋12m539.28(128.16+0.04625X12)X46m563.13单根长度：0.19X4+0.1=

11、0.86根数：128.160.2+1430现浇砼圈梁C20m33.450.24X0.24X(12.6+9)X2+8.76+3.96X2=0.24X0.24XX59.88圈梁模板m228.7459.88X0.24X2钢筋12m252.84(59.88+0.04625X12)X46m263.50单根长度：0.19X4+0.1=0.86根数：59.88三0.2+731M5.0混合砂浆砌1砖混水砖墙m392.597.54X(12.6+9.0)X2+7.2X(3.18+4.08)X2+3.6X(8.76+3.96)(1.8X1.8X10+1.8X2.7X2)X0.243.402.076.1732M5.0

12、混合砂浆砌1/2砖混水砖墙m30.70(1.5X2+4.2)X(0.9-0.06)X0.11533C20砼压顶m30.760.27X0.06X(12.6+9.0)X2+0.15X0.06X(1.5X2+4.2)模板m27.56(0.03+0.06X2)X(12.6+9.0)X2+(0.03+0.06X2)X(1.38X2+4.44)钢筋6m128.46主筋：(12.6+9.0)X2+(1.5X2+4.2)X2根=100.80分布筋：(12.6+9.0)X220.3+4X0.3+(1.38X2+4.44)F0.3+3X0.18=27.6634M5.0水泥砂浆砌砖基础m319.4659.88X(0

13、.24X0.96+0.0625X0.126X3X4)=19.46其中埋入地下部分：59.88X(0.24X0.75+0.0625X0.126X3X4)=16.4435C10毛石砼基础垫层m313.970.3X0.8X(12.6+9.0)X2+(9.00.8)+(4.20.4)X2=0.3X0.8X58.2036挖基础土方，沟槽，三类土，深1.05mm348.8958.20X0.8X1.0537回填土方压实50m远取土m356.11基础回填土：(48.8913.9716.44)+(2.06-0.20.72)=19.62室内回填土：12.36X8.760.24X(8.76+3.96X2)X(0.4

14、50.1)=36.4950m远取土：56.1148.892.06=5.1638卷材防水,屋面二毡四油带砂m2122.36防水层：12.36X8.76+(12.36+8.76)X2X0.25+0.16X2X12.36=122.36m2填充料上15厚1：3水泥砂浆找平层：12.36X8.76X1.0004=108.32m239屋面架空隔热层，C20砼预制板m292.0011.5X8模板m292.00同上401:8水泥珍珠岩保温层平均厚295m330.248.76X11.7X0.29541涂摸防水、热沥青马蹄脂二遍m2122.36涂摸防水、热沥青马蹄脂二遍：122.36m2硬质基层上20厚1：3水泥

15、砂浆找平层：12.36X8.76+0.16X2X12.36=112.23m242屋面排水管DN75PVCm15.30DN75PVC雨水管：7.65X2=15.30DN75PVC水口：2个DN75PVC水斗：2个DN75PVC弯头：2个43砌体钢筋加固68排数：(7.8020.5+1)=16排长度：0.86X2X2X4X16=220.16m1.36X2X2X16=87.04m重量：(220.16+87.04)X0.00617X62=68kg44塑钢窗外带铝合金防盗网，洞口尺寸1.8X1.8樘10定额计价工稈量：10X1.8X1.8=32.4m245塑钢全玻璃门，洞口尺寸1.8X2.7樘1定额计价

16、工稈量：1.8X2.7=4.86m246不锈钢双扇全玻璃门外带钢折叠门洞口尺寸1.8X2.7樘1定额计价工稈量：1.8X2.7=4.86m247胶合板木门外包榉木板，洞口尺寸0.9X2.1,清漆三遍樘6定额计价工稈量：6X0.9X2.1=11.34m248木门框外包榉木板门套100宽清漆三遍m213.71(2.1X2+0.9)X(0.24+0.1X2)X2+0.1X0.1X4X649现浇单梁、连续梁、悬梁C20砼m32.52以下合计模板m224.19以下合计L-1砼m30.420.25X0.4X4.2模板m24.163.96X(0.4X2+0.25)14m23.50(4.4+0.15X2)X5

17、627.60单根长度：(0.2+0.35)X2+0.1=1.2根数：4.4三0.2+1L2砼m30.400.25X0.3X2.64=0.198X2=0.396模板m21.842.16X(0.3X2+0.25)14m23.20(2.6+0.3)X4X2628.00单根长度：(0.2+0.25)X2+0.1=1.0根数：2.6三0.2+1L3砼m30.2370.15X0.4X(4.2-0.25)模板m23.75(4.20.25)X(0.4X2+0.15)14m18.804.7X4621.00单根长度：(0.1+0.25)X2+0.1=1.0根数：3.96三0.2+1=21L-4砼m31.3130.

18、25X0.55X(3.3+5.70.240.3)+0.25X0.4X1.5模板m213.00(3.3+5.70.240.3)X(0.25+0.55X2)+1.5X(0.25+0.4X2)22m67.74(9.2+0.3)X4=38.00(10.7+0.4)X2=22.20(1.8+0.24+1.50.025+0.25)X2=3.77X2=7.54687.00单根长度：(0.2+0.5)X2+0.1=1.5根数：3.020.15+15.4620.15+1=5813.20单根长度：(0.2+0.25)X2+0.1=1.2根数：(1.50.150.15)20.15+3=11TL-1砼m30.150.

19、25X0.4X1.38模板m21.45(0.25+0.4X2)X1.3822m20.40(4.9+0.25)X41210.04(4.920.05+0.15)X2640.80单根长度：(0.2+0.35)X2+0.1=1.2根数：(4.90.05+0.15)20.15+3=3450C20砼现浇天沟m30.84(0.6X0.08+0.06X2X0.16)X12.36+0.06X0.48X0.16X2模板m27.4212.36X0.6钢筋6m158.28(12.3+0.16X2+0.075)X7=89.29(0.58+0.22+0.075)X(12.320.2+1)=1.095X63=68.9951

20、C20现浇砼平板m31.730.1X3.3X4.2+0.12X(3.3+3.96)X2X0.20模板m212.123.06X3.96钢筋8m183.404.3X(3.0三0.2+1)=4.3X15=68.803.4X(3.9三0.2+1)=3.4X21=71.600.6X(15+21)X2=43.2052C20预制砼梯板m30.58(0.25+0.13)X0.06X1.15X22块=0.57684模板m30.590.57684X1.015=0.585493预制构件钢筋14m24.561.1X22X1.0156145.70(1.1+0.075)X3X22=77.55(0.1+0.2+0.075)

21、X(1.10.15+1)X22=0.375X8根X22块=66.00(77.55+66.00)X1.015=145.7053C30预应力砼空心板m314.21YKB2452：0.0892X10块=0.892YKB4252：0.1567X85块=13.32模板m314.4214.21X1.015预应力钢丝b6740.50YKB2452：1.484X10块=14.84X1.015YKB4252：8.408X85块=714.68X1.0155455565758现浇钢筋钢筋汇总6340.001529.29mX0.00617X62872.00183.40mX0.00617X8212792.00891.8

22、0mX0.00617X12214364.00301.14mX0.00617X14222469.00157.13mX0.00617X2225960预制构件钢筋汇总632.00145.70mX0.00617X62=32.371430.0024.20mX0.00617X142=29.7061预应力钢筋汇总b6741.00分部分项工程量清单工程名称：工艺楼土建装饰工程序号清单项目编码项目名称及项目特征计量单位工程数量-一一建筑面积240.61A一土方工程11平整场地，三类土，就地挖填118.6421挖基础土方，三类土，沟槽，深1.05米，垫层底宽0.8米，基底面积46.56m348.8932挖基础土方

23、，三类土，基坑，深1.05米，垫层底宽1.6X1.6m?,基底面积1.4X1.4m32.0641基础及室内土方回填压实m356.1150米内取土5.16A三砌筑工程11C10毛石混凝土垫层m313.9722M5.0水泥砂浆砌砖基础m319.4631M5.0混合砂浆砌砖1砖混水砖墙m391.8642M5.0混合砂浆砌砖1/2砖混水砖墙m30.75A四混凝土及钢筋混凝土工程11C10砼垫戻0.2m3、C20砼独立基础m30.7221C20砼构造柱m33.4031C20砼圆形柱m30.3141C20砼矩形单梁、连续梁、悬臂梁m32.5251C20砼圈梁m39.6261C20砼过梁m32.0771C2

24、0砼现浇平板m31.7381C20砼天沟m30.8491C20砼台阶m27.24102C20砼压顶m30.76111C20砼散水60mm,次抹光m220.26121C30预应力砼空心板m314.21131C20砼预制楼梯梯板m30.58141现浇砼构件圆钢筋6t0.34152现浇砼构件圆钢筋8t0.072163现浇砼构件圆钢筋12t0.792174现浇砼构件螺纹钢筋14t0.364185现浇砼构件螺纹钢筋22t0.469191预制砼构件圆钢筋6t0.032202预制砼构件螺纹钢筋14t0.029211钢筋网片、砌体钢筋加固、圆钢筋6t0.068221预应力砼钢筋、先张法预应力钢筋氏t0.730A七屋面及防水工程11屋面二毡四油带砂卷材防水就122.79填充料上15mm水