毕业设计综合楼工程量计

序号分项工程工程量计算式单位定额工程量清单工程量1建筑面积（22.1+0.14）×（14+0.14）×6=1886.84㎡1886.842平整场地（22.1+0.14）×（14-0.14）=314.48㎡314.48314.483挖基础土方1.5×2.1×54.89+1×2.1×1.9+1.9×2.1×11.5×2+2.1×2.1×27.275+1.6×2.1×13.5=434.31m³434.31挖沟槽1-1（1.5+2×0.3+0.5×2.1）×2.1×54.89+1/3×0.5²×2.1³=363.872-2（1+2×0.3+0.5×2.1）×2.1×1.9+1/3×0.5²×2.1³=11.3453-3（1.9+2×0.3+0.5×2.1）×2.1×11.5+1/3×0.5²×2.1³=86.5044-4（2.1+2×0.3+0.5×2.1）×2.1×27.275+1/3×0.5²×2.1³=215.5625-5（1.6+2×0.3+0.5×2.1）×2.1×13.5+1/3×0.5²×2.1³=92.91m³770.19钎探S槽=1.412×0.3×54.89+1.6×1.9+2.5×11.5+2.7×27.275+2.2×13.5=158.38㎡158.38余土外运=576.18-490.515-50.981=34.684m³33.994挖基础土方3.1×3.1×2.1×4+2.2×2.2×2.1×6=141.708m³141.71挖地坑JC-1V=[（3.1+2×0.3+0.5×2.1）²×2.1+1/3×0.5²×2.1³]×4=192.607JC-2V=[（2.2+2×0.3+0.5×2.1）²×2.1+1/3×0.5²×2.1³]×6=31.899m³224.51钎探S坑=（3.1+2×0.3）²×4+（2.2+2×0.3）²×6=101.8㎡101.85基础回填土V挖土方=V地坑+V沟槽=434.31+141.708=576.18扣除：①独立基础、条形基础、以及基础下的垫层=25.406+5.259+51.111=81.775②室外地坪-0.3以下的柱：4×0.4²×（1.7-0.3）+6×0.4²×（1.7-0.3）+11×0.24²×（1.8-0.3）=3.19V回填=576.18-81.775-3.19=490.515m³490.52V挖土方=V地坑+V沟槽=770.191+224.506=994.697扣除：①独立基础、条形基础、以及基础下的垫层=25.406+5.259+51.111=81.775②室外地坪-0.3以下的柱：4×0.4²×（1.7-0.3）+6×0.4²×（1.7-0.3）+11×0.24²×（1.8-0.3）=3.19V回填=994.697-81.775-3.19=909.732m³909.736房心回填土h室内外=0-（-0.3）=0.3S净面积=（21.6-0.24）×（13.5-0.24）=283.23V=283.23×（0.3-0.06-0.02-0.02-0.02）=50.981m³50.9850.9877砼垫层C10砼垫层C10独立基础垫层：JC-1：V=（1.45×2+0.1×2）²×0.1×4=3.844JC-2：V=(2+0.1×2)²×0.1×6=2.904条形垫层1-1：L=(21.6+0.715×2)×2+(6-0.585-1)×2=54.892-2:L=(2.4-2.9/2)×2=1.93-3：L=(5.1-0.65)×2=11.54-4:L=(5.1-0.585+0.95)+(4.5+0.65)+2×(5.1-0.585)+(5.1-0.585-0.7）×2=27.2755-5：L=4.5×3=13.5V条形=（1.3+01×2）×（54.89+0.1×2)×0.1+(0.8+0.1×2)×(1.9+0.1×2)×0.1+(1.7+0.1×2)×(11.5×0.1×2)×0.1+2.1×(27.275+0.1×2)×0.1+1.6×(13.5+0.1×2)×0.1=18.658V总=3.844+2.904+18.658=25.406m³25.4125.418独立基础C30JC-1：2.9×2.9×0.3+0.3/6×[2.9²+0.5²+（2.9+0.5）²=3.534JC-2：2×2×0.3+0.3/6×[2²+0.5²+（2+0.5）²]=1.725m³5.265.269条形基础C301-1：1.3×54.89×0.3=21.4072-2:0.8×1.9×0.3=0.4563-3：1.7×11.5×0.3=5.8654-4:1.9×27.275×0.3=15.5475-5：1.4×18.658×0.3=7.836V=21.407+0.456+5.865+7.836=51.111m³51.1151.1110柱C30框架柱：4KZ1+6KZ2=4×0.4²×（4.2+1.7）+6×0.4²×（4.2+1.7）=7.552构造柱：2个马牙槎：[0.24²+0.03×（0.24+0.24）]×（4.2+1.7）×6=2.93个马牙槎：[0.24²+0.03×（2×0.24+0.24）]×（4.2+1.7）×6=3.279m³13.8113.8111梁C300.35×0.9×（6-0.24)+0.35×0.8×（6-0.24)+=0.35×0.7×（21.6-0.24）+0.2×0.35×（3.6-0.24)=1212×5=72m³72.0072.0012圈梁C25QL2=[21.6-0.24-（3.6+0.24）+（5.1-0.24）×0.24×0.18=1.5971.6×6=9.6m³9.609.6013板C25板①h=130mm,其余为120mm板①=（5.1-0.12×2）×（4.5-0.12×2）×0.13=2.691板②=3×（4.5-0.12×2）×（5.1-0.12×2）×0.12=7.453板③=（21.6-0.12×2）×（2.4-0.12×2）×0.12=5.537板④=（6-0.12×2)×(4.5-0.12×2）×0.12×4=11.778板⑤=）6-0.12×2）×（3.6-0.12×2）×0.12=2.322m³29.7829.7814砖墙QL1H=180外墙L=（21.6+0.065×2-0.24-4×0.4）+（21.6+0.065×2-0.24×5）+2×（13.5-0.24×3-0.4）=65.18V外=0.37×（4.2-0.18）×96.949WKL1H=900L内墙=（6-0.4）×2=11.2V内=0.24×11.2×（4.2+0.06-0.9）=9.032WKL2H=800L=（6-0.4）×2=11.2V内=0.24×19.6×（4.26+0.7）=16.746L1H=350V=0.24×3.36×（4.26-0.35）=3.153QL2H=180L=(21.6-3.6-0.24×2)+(5.1-0.24)×4=36.96V=0.24×36.96×(4.26-0.18)=36.191扣除：①门窗洞口（10C2427+2C1527）×0.37+（M1520+M0920）×0.24=（64.8+8.1）×0.37+（3+18）×0.24=32.013②过梁H=0.24（2.4+0.5）×0.24×0.37×10+（1.5+0.5）×0.24×0.37+（1.5+0.5+0.9+0.5）×0.24×0.24=2.96V总=（96.949+9.032+9.3+19.6+16.746+3.153+36.191）-（32.013+2.96）=155.998m³156.00156.0015砖基础V外=0.37×1.9×65.18=45.82V内=0.37×1.8×35.03=23.33V砖基础=45.82+23.33=69.15m³69.1569.1516外墙保温60厚聚苯板10厚空气层[(22.1+0.07×2)+(14+0.07×2)]×2×23.1-64.8-8.1-3-10.8-21.6-316.8-36=1219.66㎡1219.661219.6617地面防水首层厨房、配餐室、洗涤间、首层至六层卫生间防水（5.1-0.24）×（4.5-0.24）+（5.1-0.24-0.12）×（4.5-0.24）+(5.1-0.24-0.1)×(4.5-0.24)×6=162.56㎡162.56162.5618屋面防水S主墙=（21.6-0.24)×(13.5-0.24)=283.23S女儿墙=[(21.6-0.24)+(13.5-0.24)]×2×0.25=17.31㎡297.54①SBS卷材防水：297.54+0.5×[(21.6-0.24)+(13.5-0.24)]×2=332.16㎡332.16②20厚1：3水泥砂浆找平:297.54㎡297.5419屋面保温S主墙=（21.6-0.24)×(13.5-0.24)=283.23㎡283.23①炉渣找坡最薄处30厚:283.23×0.23m³65.14②60厚聚苯板保温:283.23㎡283.2320大理石地面餐厅、厨房、更衣室、仓库+二、三层客房+楼梯间[（8.4-0.24）×（21.6-0.24）-4×0.4]+[（5.1-0.24）×（4.5-0.24）+（5.1-0.24-0.12）×（4.5-0.24）]+[（5.1-0.24）-0.06-0.12）×（4.5-0.24-0.06）]+[（4.5-0.24）×（5.1-0.24）×3+（22.1-0.24×5）×（8-0.24）]×2+（3.6-0.24）×5.1=615.38㎡615.3860厚垫层C10砼615.38×0.06=36.923m³36.9220厚找平层615.38㎡615.38面层615.38㎡615.3821地砖地面（一层卫生间+二至六层卫生间）：（5.1-0.24-0.1)×(4.5-0.24)×6=121.67㎡121.6760厚C10砼垫层121.67×0.06=7.3㎡7.3找平层121.67㎡121.67面层121.67㎡121.6722地毯地面五、六层客房：[（4.5-0.24）×（5.1-0.24)×3+(22.1-0.24×5)×(6-0.24)]×2+[(4.5-0.24)×(5.1-0.24)×3+(6-0.24)×（4.5+3.6-0.24×2）]=470.99㎡470.99找平层470.99㎡470.99面层470.99㎡470.9923大理石楼梯面层B=160<500S=4.9×（3.6-0.24）×5=82.32㎡82.3282.3224钢栏杆木扶手[（5.1-1.39）×2+0.16×2×5]×1.15=50ｍ50钢栏杆50ｍ50木扶手50ｍ5026剁斧石台阶面（4.5+0.3×2）×（1.2+0.3）-0.9×3.9=4.14㎡4.14面层4.14㎡4.1427外墙涂料棕色外墙涂料：[（22.1-0.4×4-0.24×2）×（4.2-0.18+0.3）-（5.1-0.4×2）×0.6-6.48×4-10.8]+[14×(4.2-0.18+0.3)-2.7×0.2-3.6×3-6.48×4]=49.77淡黄色外墙涂料：22.1×(23.1-0.9-0.3-4.2)-25×5.76+14×(23.1-0.9-0.3-4.2)-20×5.76-5×4.32=358.17白色外墙涂料：（3.6+0.9×2）×0.4+24×0.6×4+(2.4+0.1×2)×(2.7+0.1×2)×20+(2.4+0.1×2)²×20+（1.8+0.1×2）×（2.4+0.1×2）×5=371.76㎡779.7779.728内墙抹水抹灰防水砂浆抹灰：一至六层卫生间-6(C2427+M0920+M0920):[(5.1-0.24-0.1)+(4.5-0.24)]×2×(22.2-0.18×6)-(6.48+1.8+1.8)×6=320.52㎡320.52320.5228内墙混合砂浆抹灰更衣室、仓库+2至6层客房+会议室+楼梯间-M1520-C2427-3M0920-4×(8M1527+10C2424)-M1527-10C2424:[(5.1-0.24-0.06-0.12)+(4.5-0.24-0.06)]×2×(4.2-0.18)+{[(4.5-0.24)+(5.1-0.24)×2×3]+[(22.1-0.24×3)+(6-0.24)]×2+(3.6-0.24+5.1)×2}×(22.2-4.2-0.18×5)-3-6.48-3×1.8-39×4.5-50×5.76=1382.02㎡1382.021382.0229内墙涂料白色乳胶漆粉刷：更衣室、仓库-C2424-3M0920[(5.1-0.24-0.06-0.12+4.5-0.24-0.06）×2×（4.2-0.18）-6.48-3×1.8=59.52白色乳胶漆粉刷二至六层客房+楼梯间-M1520-37M1527-46C2424：[(4.5-0.24+5.1-0.24)×2×3-(22.1-0.24×5+6-0.24）×2]×(18.6-4.2-0.18×4)+[(4.5-0.24+5.1-0.24)×2×3+[(22.1-0.24×3-4.5×3+6-0.24×2]×(3.6-0.18)]+[(3.6-0.24+5.1)×2×(22.2-0.18×6)]-3-37×4.5-46×5.76=1672.26㎡171.38171.3830石材墙面大理石墙面餐厅-2C1527-6C2427-M3630：

[(8.4-0.24)×2+(21.6-0.24)]×(4.2-0.18)-2×4.05-6×6.48-10.8=93.69㎡93.6993.6931块料墙面瓷砖墙面厨房+配餐室+洗涤间+一至六层卫生间-2C2427-M1220-M1527-6×(C2427+2M0920）：[(5.1-0.24-0.12)+(9-0.24×2)]×2×(4.2-0.18)+[(5.1-0.24-0.1)+(4.5-0.24)]×2×(22.2-0.18×6)-2×6.48-2.4-4.05-6×（6.48+2×1.8）=211.42㎡211.42211.4232PVC板吊顶162.05162.05PVC板吊顶厨房+配餐室+洗涤间+一至六层卫生间（5.1-0.24）×（4.5-0.24）+（5.1-0.36）×（4.5-0.24)+6×(4.5-0.24)×(5.1-0.24-0.1)=162.05㎡162.05U型轻钢龙骨厨房+配餐室+洗涤间+一至六层卫生间：162.05㎡162.0533玻璃板吊顶餐厅：（21.6-0.24）×（8.4-0.24)=174.3174.3玻璃板吊顶餐厅：174.3㎡174.3T型铝合金龙骨餐厅：174.3㎡174.334不锈钢全玻璃门M3630：S=10.8㎡10.810.835三防门M1520：S=3㎡3336半截玻璃平板木门M1227+M1527：S=3.24+162=165.24㎡165.24木门框M1227+M15271.2+2.1+1.2+1.5+2.1+1.5=9.6m9.6木门扇M1227:（1.2-0.06×2）×（2.7-0.06）=2.85M1527:（1.5-0.06×2）×（2.7-0.06）=3.64㎡6.4937镶板木门M0920：S=18㎡1818木门框M0920：0.9+2+2=4.9m4.9木门扇M0920：（0.9-0.06×2）×（2-0.06）=1.91m1.9138塑钢窗10×C2427+2×C1527+55×C2424+5×C1824+10×C1524S=64.8+8.1+316.8+21.6+36=447.3㎡447.3447.339雨篷面（3.6+0.9+0.9）×1.2+（1.5+0.6+0.6）×1.2=9.72㎡9.72防水砂浆9.72㎡9.72水泥砂浆抹面9.72㎡9.7240散水S=[(22.1+0.07×2)+(14+0.07×2)]×2×1+1×1×4-(4.5+0.3×2+2.4)×1=69.26㎡69.2669.2641Φ10以内31.456t31.4631.4642φ20以内24.692t24.6924.6943Φ20以上12.150t12.1512.151垫层模板J-1：（1.45×2+0.1×2）×4×0.1×4=4.96J-2：（2+0.1×2）×4×0.1×6=5.281-1：（54.89+0.1×2）×4×0.1=22.042-2：（1.9+0.1×2）×4×0.1=0.843-3：（11.5+0.1×2）×4×0.1=4.684-4：（27.275+0.1×2）×4×0.1=10.995-5：（13.5+0.1×2）×4×0.1=5.48㎡54.272独立基础模板[(1.45×2×4)×4+（2×4)×6]×0.6=35.76㎡35.763条形基础模板（54.89+1.9+11.5+27.275+13.5）×2×0.3=65.42㎡65.424柱模板框架柱：4KZ1+6KZ2=4×0.4×（4.2+1.7-0.7）×4+4×0.4×（4.2+1.7-0.18）×6=88.19构造柱：12GZ1=4×0.24×（4.2+1.7-0.18）