某六层住宅楼工程量计算书.docx

工程量计算书序号项目名称工程量计算式单位数量A.1土石方工程1平整场地*按设计图示尺寸以建筑物首层面积计算S=45.24X11.04-(1.3+1.30.12×2)×3.3X2+1.3X(3.3+0.24)×2+0.9×(2.4+0.24)X3+1.3X(3.3+3.6+0.24)×2=518.77m2m2518.772挖基础土方，垫层宽IOOO*按设计图示尺寸以基础垫层底面积乘以挖土深度计算挖土深度：H=2.4-0.6=1.8基槽长度：轴11截面内墙基槽长度：L*4.2-0.9=3.3轴11截面内墙基槽长度：L*1.3+4.2-0.35-0.4=4.75轴11截面内墙基槽长度：Lft=I.3+4.2-0.35-0.4=4.75轴11截面内墙基槽长度：L冷=4.2-0.9=3.3m3117.18序号项目名称工程量计算式单位数量轴11截面内墙基槽长度：L净=2+1.3+4.2-0.35-0.45=6.7轴11截面内墙基槽长度：L净=4.2-0.9=3.3。轴11截面内墙基槽长度：L净=L3+4.2-0.35-0.4=4.75O轴11截面内墙基槽长度：L净=L3+4.2-0.35-0.4=4.75轴11截面内墙基槽长度：L净=4.2-0.9=3.3。轴11截面内墙基槽长度：L净=2+1.3+4.2-0.35-0.45=6.7轴11截面内墙基槽长度：L净=4.2-0.9=3.3轴11截面内墙基槽长度：L净=L3+4.2-0.35-0.4=4.75轴11截面内墙基槽长度：L»=1.3+4.2-0.35-0.4=4.75序号项目名称工程量计算式单位数量Ql轴11截面内墙基槽长度：L»=2+1.3+4.2-0.35-0.45=6.7合计:65.1mV=垫层长度X垫层宽度X挖土深度=65.1X1X1.8=117.18m33挖基础土方，垫层宽900挖土深度：H=2.4-0.6=1.8基槽长度：轴2-2截面内墙基槽长度：L净=3.3-0.35-0.45=2.5轴2-2截面内墙基槽长度：L净=3.3-0.35-0.45=2.5轴2-2截面内墙基槽长度：L净=3.3-0.35-0.45=2.5轴2-2截面内墙基槽长度：L净=3.3-0.35-0.45=2.5。轴2-2截面内墙基槽长度：L*3.3+2-0.35=4.55m3157.059序号项目名称工程量计算式单位数量。轴2-2截面内墙基槽长度：L冷=3.3-0.35-0.45=2.5轴2-2截面内墙基槽长度：L冷=3.3-0.35-0.45=2.5轴2-2截面内墙基槽长度：L冷=3.3-0.35-0.45=2.5份轴2-2截面内墙基槽长度：L冷=3.3-0.35-0.45=2.5轴轴2-2截面内墙基槽长度：L冷=2-0.45-0.4=1.15轴轴2-2截面内墙基槽长度：L净=2-0.45-0.4=1.15轴2-2截面内墙基槽长度：L净=(3.3+3.3-0.35-0.5)×4+(3.6+2.1-1)×2=32.4©轴2-2截面内墙基槽长度：L净=(3.3+3.9+1.8+2.1+3.2-0.7)×2+(2.3+3.3+3.3+2.3-0.7)=27.2+10.5=37.7序号项目名称工程量计算式单位数量合计：96.95V=垫层长度X垫层宽度X挖土深度=96.95X0.9X1.8二157.059m34挖基础土方，垫层宽800挖土深度：H=2.4-0.6=1.8基槽长度：轴3-3截面内墙基槽长度：L4=3.3-0.35-0.45=2.5轴3-3截面内墙基槽长度：Lj>=3.3-0.35-0.45=2.5轴轴3-3截面内墙基槽长度：L冷二(2.4-1)×3=4.2合计：9.2mV=垫层长度X垫层宽度X挖土深度=9.2×0.8×1.8=13.248m3m313.2485挖基础土方，垫层宽700挖土深度：H=2.4-0.6=1.8基槽长度：轴4-4截面墙基槽长度：L=3.3+3.3+4.2=10.8m3143.64序号项目名称工程量计算式单位数量轴4-4截面墙基槽长度：L中二33轴4-4截面墙基槽长度：L中二33轴4-4截面墙基槽长度：L中二3.3轴4-4截面墙基槽长度：L中=3.3轴4-4截面墙基槽长度：L中=3.3+3.3+4.2=10.8Q)轴4-4截面墙基槽长度：L中二45.24-0.24=45©轴4-4截面墙基槽长度：L中=(1.3+1.3)×2=5.2轴4-4截面墙基槽长度：L中=45.24-1.3×2×2-0.24=39.8合计：114V=垫层长度X垫层宽度X挖土深度=114X0.7X1.8=143.64m3序号项目名称工程量计算式单位数量轴5-5截面外墙基槽长度：L中=L42轴5-5截面外墙基槽长度：L=1.42轴5-5截面外墙基槽长度：L中二0.9轴5-5截面外墙基槽长度：L=0.9轴5-5截面外墙基槽长度：L=1.42轴5-5截面外墙基槽长度：L=1.42合计：19.6V=垫层长度X垫层宽度X挖土深度=19.6X0.5X1.8=17.64m36人工室内回填土V=主墙间净面积X回填土厚主墙间净面积二建筑面积-墙结构面积=45.24×11.04-3.3x2.36×2-45.24×2+(11.04-0.48)×2×0.24=499.45-15.576-(90.48+22.12)×0.24=483.874-26.784=457.09回填土厚二室内外地平高差-垫层厚-面层厚=0.6-0.3-0.12=0.18V=457.09×0.18=82.276m3m382.276序'项目名称工程量计算式单位数量A.2砌筑工程砌筑工程工程量清单计算说明：1、按设计图示尺寸以体积计算。扣除门窗洞口、过人洞、空圈、嵌入墙内的钢筋混凝土柱、梁、圈梁、挑梁、过梁等所占体积，不扣除梁头、板头等及单个面积0.3v以内的孔洞所占体积，凸出墙面的砖垛并入墙体体积内计算。2、墙高度的确定（1）外墙：斜（坡）屋面无檐口天棚者算至屋面板底。（2）内墙：有钢筋混凝土楼板隔层者算至楼板顶，有框架梁时算至梁底。计算公式：V外二（H外XL中一F洞）xb+V增减V内二（H内XL净一F洞）xb+V增减式中：H外一一外墙高度H内内墙高度L中一一外墙中心线长度L净一一内墙净长线长度F洞一一门窗洞口、过人洞、空圈面积b一一墙体厚度V增减一一相应的增减体积序号项目名称工程量计算式单位数量7基础垫层垫层断面面积:Si=IXO.3=0.3S2-2=O.9×0.3=0.27Sa-3=0.8×0.3=0.24S-=O.7×0.3=0.21S5-5=O.5×0.3=0.15垫层长度：L*=65.1L净2-2=96.95L净3-3=9.2L中4-产114L中5-5=19.6垫层体积V=S-×L1-÷S2-2×L冲2-2+S3-3XL3-3+St-t×L>>4-4÷S5-5×L>|5-5=0.3×65.1+0.27×96.95+0.24×9.2+0.21×114+0.15×19.6=19.53+26.177+2.208+23.94=74.795m3m374.7958破基础砖基础断面面积二砖基础高度X基础高度+大放脚折算面积S1-1=0.12×2×(2.4-0.3)+(0.12×3+0.06)×0.06×3-0.24×0.12×2=0.522m3146.126序号项目名称工程量计算式单G数量S2-2=0.12×2×(2.4-0.3)+(0.12×2+0.06)×0.06×2-0.24×0.12×2=0.504+0.036-0.0576=0.482S3-3=0.12×2×(2.4-0.3)+(0.12×2×0.06)×0.06×2-0.24×0.12×2=0.504+0.0144-0.0576=0.46S-1-4=0.12×2×(2.4-0.3)+(0.12×2×0.06)×0.06×2-0.24×0.12×2=0.504+0.0144-0.0576=0.46S5-5=0.12×2×(2.4-0.3)-O.24×0.12×2=0.504-0.0576=0.446破基础工程量二豉基础长度X豉基础断面面积Vl-1=65.l×0.522=33.982V2-2=96.95x0.482=46.73V3-3=9.2x0.46=4.232V4-4=114×0.46=52.44V5-5=19.6×0.446=8.742V总=V1-1+V2-2÷V3-3+V4-4+V5-5=33.982+46.73+4.232+52.44+8.742=146.126P序号项目名称工程量计算式单G数量9首层外墙240L中二(45.24-0.24)X2+(11.04-0.24)X2+3.3X4=124.8V尸墙长X墙高X墙厚=124.8X2.8X0.24=83.866Vtt=0.24X0.24X2.8X23=3.709Vtt2=0.24×0.24×2.8×8=1.29V.(1.8X2.5X6+1.5X1.5X12+0.9X1.5X8+0.6XI.5×4+l.06×l.5×4)XO.24=(27+27+10.8+3.3+6.36)×0.24=17.942V=Vj-Vit1-Vk=83.866-17.942-4.999=60.925m3m360.92510首层内墙240L*(3.3+1.8+2.1+1.8+2.1+3.2-0.24)X2+(2.3+3.3+3.3+2.3-0.24)+(45.24-0.48)+(3.3-0.24)Xll+(4.2-0.24)X6+(3.3+4.2-0.24)×2+(2-0.24)×3+(4.2+1.3-0.24)X6=28.12+10.96+44.76+33.66+23.76+14.52+5.28+31.56=192.62V2=192.62X2.8X2.4=129.44m3111.636序号项目名称工程量计算式单G数量ViM=(0.8×2.l×4+0.9×2.1×16+1.8×2.7X6)×0.24=(6.72+30.24+29.16)XO.24=15.869Vtt=0.24×0.24×2.8×5+0.24×0.28×6×2.8=0.806+1.129=1.935V=V2-V洞-V柱=129.44-15.869-1.935=111.636m3m311首层内墙120L*(3.3-0.24)×2+(1.8-0.12-0.06)X2+(1.8-0.24)X2+(2.1-0.24)X2=6.12+3.24+3.12+3.72=16.2V3=16.2×2.8×0.12=5.443V*0.8X2.1X8X0.12=1.613V=V3-V洞=5.443-1.613=3.83m3m33.83序号项目名称工程量计算式中位.数量A.3混凝土及钢筋混凝土工程现浇混凝土基础清单工程量计算说明：1、按设计图示尺寸以体积计算，不扣除构件内钢筋、预埋铁件和伸入承台基础的桩头所占体积。2、混凝土垫层包括在基础项目内。12混凝土条形基础垫层IOOO厚轴：(4.2-0.24)X0.24=0.228。初轴：(4.2+1.3-0.24)×0.24X0.24=0.303轴：(4.2+3.3-0.24)X0.24X0.24=0.418V=O.228X6+0.303×6+0.418X2=1.368+1.818+0.836=4.022m3m34.02213混凝土条形基础垫层900厚轴：(3.3+3.3-0.24)×4+(3.6+2.1-0.24)X2X0.24X0.24=(25.44+10.92)×0.0576=2.094©轴：(3.3+3.9+1.8+2.1+3.2-0.24)×2×0.24X0.24=(28.12+11.2)XO.0576=2.265m36.246序号项目名称工程量计算式单位数量OO轴：(3.3-0.24)X0.24X0.24=0.176轴：(2-0.24)×0.24X0.24=0.101V=2.094+2.265+0.176X9+0.101X3=4.359+1.584+0.303=6.246ri?14混凝土条形基础垫层800厚轴Q)轴：(3.3-0.24)×0.24X0.24=0.176©轴：(2.4-0.24)X0.24X0.24X3=0.372V=O.176X2+0.372=0.724m3m30.72415混凝土条形基础垫层700厚V=(11.04-0.24)X2+(45.24-0.24)×2+3.3×4X0.24X0.24=(21.6+90+13.2)X0.0576=7.188nPm37.188序号项目名称工程量计算式单位数量16构造柱(GZ)截面240X240V 构造柱截面积计算公式：V =计算断面积(S)X柱全高(H)S=0.24X0.24+0.03X(0.24×l+0.24×2)X23+0.24×0.24+0.03×(0.24×l+0.24×1)X14+0.24X0.24+0.03×(0.24×l+0.24×2)×11=1.822+1.008+3.802=6.632V =6.632X17.4=115.397m3m3115.39717构造柱GZl,截面240X240*构造柱截面积计算公式：V=计算断面积(S)X柱全高(H)S=0.24X0.24+0.03×(0.24×l+0.24×2)X2+0.24X0.24+0.03×(0.24×l+0.24×1)X6=0.158+0.432=0.59V=O.59X17.4=10.266m3m310.26618构造柱GZ2,截面240X280*构造柱截面积计算公式：V=计算断面积(S)X柱全高(H)S=0.24X0.28+0.03×(0.24×l+0.28×1)X6=0.497V=O.497X17.4=8.648m3m38.648序号项目名称工程量计算式单G数量19二层圈梁(QL),截面240X300VM=V&-Vji-V构V过梁=S过继XL过维=0.24X0.18X(1.8+0.5)X6+0.25X0.15X(1.5+0.5)×12+0.24×0.15X(1.06+0.5)X4=0.596+0.864+0.225=1.685V构=0.24X0.24X0.3X33=0.57V4=(4.5+10.8)×2×0.24X0.3=8.035Vh=8.035-1.685-0.57=5.78m3m35.7820二层圈梁(QL),截面240X180V M=V&-VUjV Hj=VgZ1÷Vg22=0.24×0.24×0.18×5+0.24X0.24X0.18X5+0.24X0.28X0.18X6=0.052+0.073=0.125Va=(45-1.3×4-0.24)×2+(l.5+1.8-0.24)X7+(2.9+1.3+1.3-0.24)X6+9+1.3+1.3+2-0.24)×2×0.24X0.18=(79.12+21.42+31.56+14.52)XO.043=6.305VBF6.305-0.125=6.18Pm36.18序号项目名称工程量计算式单G数量21三六层圈梁(QL)截面240X300Vw=4.03X4=16.12m3m316.1222三六层圈梁(QL)截面240X180V*6.18X4=24.72m3m324.7223混凝土墙外墙240厚V=VbV洞一V柱V地二墙长X墙高X墙厚=124.8X11.2X0.24=335.462L=(45.24-0.24)X2+(11.04-0.24)X2+3.3X4=124.8Vtt=0.24×0.24×11.2×(23+8)=19.999Vin=(1.8×2.5×6+l.5×1.5×12+0.9X1.5X8+0.6×1.5×4+1.06×l.5×4)×0.24X4=17.942X4=71.768V=335.462-71.768-19.999=243.695m3?243.695序号项目名称工程量计算式单位数量24混凝土墙内墙240厚V=V总一ViM-V住L净=(3.3+1.8+2.1+1.8+2.1+3.2-0.24)X2+(2.3+3.3+3.3+2.3-0.24)+(45.24-0.48)+(3.3-0.24)X11+(4.2-0.24)×6+(3.3+4.2-0.24)X2+(2-0.24)X3+(4.2+1.3-0.24)X6=192.62Va=192.62X11.2X0.24=517.763Vi=(0.8×2.l×4+0.9×2.1X16+1.8X2,7X6)×0.24×4=63.476Vtf=0.24×0.24X11.2×5+0.24X0.28X11.2X6=7.742V=V6-Vfl-Vtt=517.763-63.476-7.742=446.545m3m3446.545现浇混凝土板清单工程量计算说明：按设计图示尺寸以体积计算，不扣除构件内钢筋、预埋铁件及单个面积0.3m2以内的孔洞所占体积。有梁板（包括主、次梁与板）按梁板体积之和计算，板伸入墙内的板头并入板体积内计算。序号项目名称工程量计算式单位数量25一层顶板板厚80Sbi=(1.8+2.1+0.6+1.2+2.1)X(1.5+1.8)X2=7.8X3.3X2=25.74X2=51.48Sb2=2.9×2.1X2=19.596Sb3=(3.3+3.6)XI.42X2=(3.3+3.6)XI.42X2=19.596S见=3.3X1.42X2二9.372V=(SbhSb2*Sb*Sbi)×0.08=(51.48+12.18+19.596+9.372)×0.08=7.41构造柱体积：V构=Vgz+Vgzi=0.24×0.24×16×0.08+0.24×0.24×l×0.08=7.41圈梁体积：Vql=(1.8+2.1+0.6+1.2+2.1-0.24)X2+(2.1-0.24)X2XO.24X0.08=(15.12+3.72)×0.0192=0.362VQu=(L5+1.8-0.24)X8+(2.9-0.24)X4XO.24X0.08=(24.48+10.64)X0.0192=0.674m36.296序号项目名称工程量计算式单位数量Vtt=V-V构-Vql-Vqli=7.41-0.078-0.362-0.674=6.296m326一层顶板板厚100Sb5=(1.5+1.8)X3.3X2=21.78Sb6=(1.5+1.8)×3.2×2=21.12Sbt=(1.5+1.8)X2.3X2=15.18SBH=(1.5+1.8)X(3.3+3.3)=21.78S>=(1.3+2)×(3.3+3.3)X2=43.56Sb1o=(1.3+3.2+2.1+1.2+0.6)×(1.3+2)X2=8.4X3.3X2=55.44Sbu=(1.3+2.3+3.3)×(1.3+2)×2=45.54Sbi2=3.3×(2.9+1.3)X2=27.72Sbi3=3.3×(2.9+1.3)×4=55.44Sbm=(3.3+3.6)×(2.9+1.3)X2=57.96m331.364序号项目名称工程量计算式单位数量Sl=2.4×1.3X2=6.24构造柱面积：S构=SGZ+Sgzi+SGz2=0.24×0.24X24+0.24×0.24X8+0.24X0.28X6=1.382+0.46+0.403=2.245圈梁面积：Sql=45-(1.8+2.1+0.6+1.2+2.1)X2-2.1X2+10.8×2×0.24-0.24X0.24X28=11.232-1.613=9.619Sqli=(3.3+3.2-0.24)X2+3+3.3+3.3+2.3-0.24)+(45-0.24)+(1.5+1.8-0.24)×5+(2.9+1.3-0.24)X6+(2.9+1.3+1.3-0.24)X6+(2.9+1.3+1.3+2-0.24)X2+(2-0.24)×3×0.24-0.24×0.24X5-0.24X0.28X6=38.078-0.288-0.403=37.387V板=(Sbs+Sb6÷Sb7÷Sb8÷Sb9+SbiO÷Sb÷Sb12÷Sbi3÷Sbh-SfL-S构-SqSq”)X板厚=(21.78+21.12+15.18+21.78+43.56+55.54+45.54+27.72+55.54+57.96-6.24-2.245-9.619-33.787)×0.1=31.364m3序号项目名称工程量计算式单位数量27二六层顶板板厚8026.296X5=31.48m3m331.4828二六层顶板板厚100Vl=31.364X5=156.82m3m3156.8229雨篷板(一)雨篷板V1=(3.3+0.24)×1.3×0.3×2=2.761V2=(3.3+3.6+0.24)×1.3×0.3×2=5.57(二)单元入口雨篷板V3=(2.4+0.24)×0.9×0.3×3=2.138Vs=V1+V2+V3=2.761+5.57+2.138=10.469m3m310.469序号项目名称工程量计算式单位数量30混凝土直形楼梯首层至二层：楼梯间净宽：A=2.4-0.24=2.16楼梯间长度：L=I.45+2.340+0.26=4.05Sl=2.16X4.05X3=26.244m2二层至六层：楼梯间净宽：=2.4-0.24=2.16楼梯间长度：L=L45+2.340+0.26=4.05S2=2.16X4.05X9=78.732S总:Sl+S2=26.244+78.732=104.976m2m2104.97631混凝土散水散水面积=散水长X散水宽(45+10.8X2+3.3+2.4+2.3+2.1+2.4+2.1+3.3+2.4+3.3)×1.2+1.2×1.2×4=108.24+5.76=114m2m2114序号项目名称工程量计算式单位数量32混凝土台阶(-)室外台阶S=3.06×0.5=1.53S2=(3.6-0.24)X0.5=1.68S外=S1X4+S2X2=1.53×4+1.68×2=6.12+3.36=9.48(二)室内台阶S内二(2.34+0.3)X(2.4-0.24)÷2×12=5.34X12.96=69.206S&=S外+S内=9.48+69.206=78.686m2m278.686钢筋用量计算表序号项目名称工程量计算式单位数量33地圈梁直筋钢筋长度二构件长度-2X端部保护层厚度+2X端部弯钩增加长度412钢筋总长：L1-I=(4.2+2×0.24÷4-2×0.035+2×0.075)×6+(4.2+1.3+0.24÷4+0.12-2X0.035+2×0.075)X6+(4.2+3.3+2×0.24÷4-2XO.035+2X0.075)×2=26.4+34.56+15.4=76.36I°2=(3.3+3.9+1.8+2.1+3.2+2×0.24÷4-2X0.035+2×0.075)X2+(2.3+3.3+3.3+2X0.24÷4-2×0.035+2×0.075)+(3.3+3.3+2X0.24÷4-2×0.035+2X0.075)X4+(3.6+2.1+2X0.24÷4-2×0.035+2×0.075)×2+(3.3+2×0.24÷4-2×0.035+2X0.075)X9+(2+2×0.035+2×0.075)×3=29+9.1+27.2+11.8+31.5+6.6=115.2L3-3=(3.3+2×0.24÷4-2×0.035+2×0.075)X2+(2.4+0.24-2×0.035+2X0.075)X3=7+8.16=15.16t0.284序号项目名称工程量计算式单位数量33地圈梁直筋Ll=(3.3+3.9+1.8+2.1+3.2+0.24-2X0.035+2X0.075)×2+(l.3+1.3-2X0.035+2X0.075)X2+(2.3+3.3+3.3+2.3+0.24-2X0.035+2×0.075)+(45+2X0.24÷4-2X0.035+2X0.075)+(11.04-0.12+0.24÷4-2×0.035+2×0.075)X2=29.24+5.6+11.52+45.2+22.12=113.68L承总=Ll-I+L2-2+L3-3+L4-4=76.36+115.2+15.16+113.68=320.4m合计：320.4×0.8887=0.284tm34地圈梁箍筋箍长度=每箍长度X个数=(构件断面周长-8X混凝土保护层厚度+2X弯钩增加长度)X个数箍筋(6200):L1-1=(0.24X4-8×0.035+2X0.077)X(76.36-2X0.075X14)÷0.2+l=0.834X373=311.082L2-2=(0.24X4-8×0.035+2X0.077)X(115.2-2×0.075×21)÷0.2+1=0.834X562=468.708I3二(0.24X4-8X0.035+2X0.077)×(15.16-2×0.075×21)÷0.2+1二0.834X74t0.341=61.716L4-4=(O.24X4-8×O.035+2×O.077)×(113.68-2×O.075×21)÷0.2+1=0.834×564=470.376L*=311.082+468.708+61.716+470.376=1311.882m合计：1311.882×0.26=0.341t28