工程造价计算书

工程造价计算书 课程 设计 领导形象设计圆作业设计ao工艺污水处理厂设计附属工程施工组织设计清扫机器人结构设计 计算过程 1.平整场地 S=31.78*17.24-(3.3-0.24)*(5-0.24)-8.39-5*15.36=448.13m2 2.挖基础土方 ?独立基础土方 J1:3个 J2:9个 J3:2个 J4:8个 J5:3个 J6:5个 J7:2个 J8:4个 J9:1个 J10:1个 J11:1个 独立基础土方量:V= 330.35m3 ? 带形基础土方 带形基础土方量:V= (3.3-0.78-0.9)×1.0+(3.3-1.0-0.78)×1.0+(3.3-1.0-0.78)×1.0+(3.3-0.93-1.0)×1.0+(3.3-0. 85+3.3-0.85)×1.0+4.2×1.4×2+2.4×1.7+(3.3-0.85)×2+4.5×2×1.4+2.4×1.7=48.35m3×2 =96.7m3 挖基础土方:V=330.35m3+96.7m3=427.05m3 3.土方回填: V=1.12×3+2.12×9+2.52×2+1.52×8+1.92×3+2.32×5+2.82×2+1.82×4+2.3 ×1.3×1+3.02×1.0+3.38×3.0×1.0=161.87m3 V= 427.05-161.87-(45.63+39.89)=179.66m3 4.底层空心砖墙: (填充高度H=3m ) L=(1.8+3.3)*2-0.24=9.96m V120= 9.96*0.12*3=3.59m3 5. 240厚时: 外墙中心线:L=60.48+52.8=113.28m 构造柱:0.4*28=11.2m 混凝土墙:3.3*7-0.4*3-0.28*2=21.34m 计算墙体的外墙中心线:L=113.28-11.2-21.34=80.74m 扣除门窗面积:11.6+12.3+16.92+14.4+9+14.4+1.8=79.98m 过梁体积:(3.72+4.1+2.82*2+2.4*2+0.5*8)*0.18*0.24=1.67m3 (1.5+1.5+3*0.5)*0.15*0.24=0.162m3 1.67+0.162=1.832m3 V240= (80.74*3-79.98)*0.24-1.832=37.11m3 6. 二层至屋顶 外墙中心线:(3.3*4+2.4+4.2+4.5+3.3)*2+1.3*4+1.2*2*2=125.6m 9. 砖窨井 2座 10.水井 表 关于同志近三年现实表现材料材料类招标技术评分表图表与交易pdf视力表打印pdf用图表说话 pdf 2座 11.阀门井 2座 12.化粪池 2座 13.带形基础 ? 宽 1.0m 长a.(3.3-0.85)×4=9.8m b.3.3-0.78-0.9+(3.3-0.78-1)×2+3.3-1-0.93=6.03m (1+0.2)×0.1+1×0.6+1.4×0.24=1.056m2 (9.8+6.03)m×1.056m2 =16.77m3 ? 宽1.4m 长 (4.2+1.2)×4=21.6m [(1.4+0.2)×0.1+1.4×0.6+1.4×0.24]=1.336m2 1.336m2×21.6m=28.86m3 ?宽 1.7m 长 2.4×2=4.8m (1.7+0.2)×0.1+1.7×0.6+1.4×0.24=1.546m2 4.8m×1.546m2=7.42m3 ?=16.72m3+28.86m3+7.42m3=53m3 14.独立基础，砼用量 J1:3个 3×0.4×1.4×0.4=2.568 m3 × ?J1=2.568m3 ()个 J3:2个 J4:8个 J5:3个 J6:5个 J7:2个 J8:4个 J9:1个 J10:1个 2.92×0.3+(0.4×4+0.5)(0.34+0.4×4)×0.3+ (0.8+0.5)(0.34+0.8)×0.3+1.1×0.4×0.4×2=6.00m3 J11:1个 3.28×2.9×0.3+(0.8+0.4×3+0.48)(0.34+0.4×4)×0.3+ 0.8×2×(0.34+0.8) ×0.3+1.1×2+0.4×0.4=5.194 ?=73.39m3 15.基础梁 JL-1: L1=(3.3+9.68)=12.98m S1=0.25×0.35=.0.875m2 23 V1=12.98m×0.0875m=1.136m JL-2: L=(14.2+4.5+3.3)+4.5+4.5+3.3×2+2.4+(3.3×4+2.4)+4.5× 2+(4.5+4.2+3.3) ×3+3.3×2+(2.0+2.309+0.691)=102.2? S2=0.25×0.3=0.075? V2=102.2m×0.075m2=7.665m3 16 框架梁砼用量 (梁高算至板底) ?1=7.89m3 (未含悬梁) 共五根， L1: 弧形: ?2=3.5m3 直悬梁: 0.24×0.25×(1.2-0.2)=0.06m3×9=0.54m3 ?3=1.54m3 ?=?1+?2+?3= 32m3+1.54m3+3.5m3=37.04m3 17.框架柱 41个 0.4×0.4×41×3.6=23.62m3 18 构造柱 54根 (高度均为圈过梁底下2.5 m) 加工面马牙槎，一个马牙槎体积 V4=0.144+0.00432×12=0.19m3 ?=2V1+10V2+8V3+6V4=4.62m3 4.62×2=9.24m3/层 9.24m3×6=55.44m3 19.圈梁 一层 QL1 L=(4.2+4.5+3.3)×4+4.5×2+3.3+4.5×2+3.3×2+ (3.3×4+2.4)=91.5m QL L=4.5×2+3.3×2=15.6m V1=91.5×0.24×0.3+15.6×0.24×0.18=7.26m3 二,六层 QL1 L=(4.2+4.5+3.3)+(3.3×4+2.4)+(3.3+2.1+2.4)×2 +(4.2+4.5+3.3)+ (3.3×4+2.4)(4.2+3.3+4.5) ×2=94.8m QL L=3.3×4+(3.3+2.1+2.4+2.4+2.1)+3.3×2+2.4+3.3×4+ 4.2×2+3.3×4+(3.3×4+2.4) ×2+4.2×2=108.9m V2=(108.9×0.24×0.18+94.8×0.24×0.3)×5=57.65m3 夹层 QL1 L=94.8m QL L=3.3×5+3.3×4+4.2×2+(3.3×4+2.4)×2+3.3×3+ 4.2×2+(3.3×4+2.4)=96m V3=94.8×0.24×0.3+96×0.24×0.18=10.97m3 ?=V1+V2+V3=75.88m3 20.过梁 L=(3.72+0.5)+(4.1+0.5)×3+(2.82+0.5)+(2.4+0.5)+(2.4+0.5) +(2.82+0.5)+(1.5+0.5)+(4.1+0.5)+(4.1+0.5)+(1.5+0.5)+ (0.7+0.5)×20+(0.8+0.5)×20+(0.9+0.5) ×55+(0.9+0.5)×55 +(0.9+0.5)×20+(0.9+0.5)×2 =203.86m V=203.86m×0.24m×0.24m=11.76m3 21 剪力墙(200宽) {(3.3-0.2) ×2+(4.2+1.2) ×2+2.4] ×2+(3.3-0.48) ×2+(1.6-0.2) ×2}×0.2×3.6=34.01 m3 22.无梁板 (板厚300) (3.3×4+2.4+0.24)(4.2+4.5+3.3+0.24)+1.2×4.8-2.4×(4.2+1.2+0.24) -27×0.24×0.24×2=369.1m2 2，3，4，5，6 369.1m2×5=1845.5m2 夹层 (3.3×2+1.2+0.24)×4.5+3.5[3.3+(2.1+0.24)]-8×0.24×0.24 =55.46m2×4=221.84m2 板厚 23.有梁板 (板厚600) 右=(3.3×4+2.4)×(4.2+4.5+3.3+0.24)-20×0.4×0.4-[(4.5+1.2)×2 +2.4+ (3.3-0.4-0.1)×2]×2-[(2.4-0.2) ×(4.2+1.2-0.1)]=137.284m2 左=137.284+(4.5+3.3)×(2+2.30+0.691)-0.4-0.4×3+(4.5+2.0+0.5×4.5×3) =191.554 ?=191.554+137.284=328.838m2×0.6m=197.30m3 24.栏板 ?阳台栏板V1=199.6×0.12+0.12×0.12×3=27.36m3 ?女儿墙 东面 1.3×2×1.2×0.12=0.3744m 西面 (1.2+5.0+1.1+3.3)×1.2×0.12=1.5264m3 北面 (2.4×2×2)×1.2×0.12=1.3824 m3 南面 (3.3×4) ×1.2×0.12=1.9008m3 V栏板=27.36m3+5.18m3=32.54m3 25.楼梯 S(2.24+1.66-0.12)(2.4-0.12)=8.6184 (3.06-0.12)(2.4-0.12)=6.7032 S总= S1+10S2=86.184+6.7032=75.65? 26.散水工程量 (900宽) (1.2+3.3+4.5+4.2+1.5+3.3×4+2.4+0.9×2+2.4)×0.9=37.05m 27. 任务说明书中已经给出 28. 任务说明书中已经给出 29.玻璃纤维瓦屋面 (屋面-1) (3.3+4.5+0.3)(3.3×4+2.4)-4.8×(3.3-0.3)=109.08×2=218.16? 30.保温隔热屋面 (屋面-2) (4.2+0.3)(3.3×4+2.4)+3.3×1.2×2=78.12×2=156.24 ? 31.排水管 17.6×2+17.6+(12.6×2)×2+6.4=74.4m 2 3 32.雨水口 8个 8个 33.雨水斗 34.水泥砂浆地砖地面 S弧形=37π(15-0.24)2/360-9×10/2 =71.455-45=26.455m2 S1=(3.3-0.12)(17.24-0.24×2)=3.18×17.76=53.2968m2 S2=(9-0.12)×2=17.76m2 S3=(4.2+4.5+3.3-0.12)×(3.3+2.4+3.3-0.12)=105.4944m2 S楼梯=[(4.2-0.12+1.2)×2+2.4]×0.24=3.1104m2 S卫生间=(1.8+0.06-0.12)(3.3-0.12-0.06)=5.4288m2 S左=S弧形+ S1+ S2+ S3+ S楼梯+S卫生间=194.467m2 S1=(3.3×2-0.24)(4.2-0.24)=6.36×3.96=25.185m2 S2=(3.3-0.06-0.12)(1.8-0.06-0.12)=5.4288m2 S3=(4.5+3.3-0.12)(3.3+4.5+4.5+3.3-0.24)=7.56×15.36=116.1216m2 S4=(4.2+1.2-0.24)(2.4-0.24)=11.1456m2 S5=(2.4+0.24) ×1.2=3.168m2 S6=S1×2-S2+S3+S4-S5=169.0416m2 S一层=194.467+169.0416=363.5086m2 二层 S=(3.3-0.24)(4.2-0.24)×8+(3.3-0.24)2 ×4+[(3.3+2.1+2.4-0.24)(4.5-0.24)-3.168/2]×4=256.88m2 2,3,4,5,6 S2, 6=5S=1284.41m2 S夹=[(3.3+2.4+2.1-0.24)(4.5-0.24)-3.168/2]×4=122.49m2 ?=1770.41m2 35水泥砂浆露面 总 36.地砖楼面 S=(2.1-0.24)(3.3-0.24)-0.12×(2.1-0.24)/5.47+ (2.4-0.24)(3.3-0.24)/6.61=12.0776? 2-6层 S总=5S=(5.47+6.61)×2×5×2=241.56 ? 37.踢脚线 高150m 2层以上长度: 夹层: 一层: 算回柱(四面做) 38.水泥砂浆楼梯面 (4.2-0.24)(2.4-0.24)=8.554m2 8.554m2×10+(3.6-0.24)×2.4×2=101.67m2 39.不锈钢栏杆 (2.5×10+0.12+10+1.25)×2=55m 40.水泥砂浆台阶 S=(2.4-0.24)(1.4+2.24)=7.86m2 S总=S×10+S1=78.62+4.51=83.14m2 41.左=[(3.3+0.24)×2×3.5+2.4×3.5+1.2×3.5+(17.24-0.24)×3.5 +(3.3-0.24-0.9×1.2)×2×3.5+(4.2+1.2+1.2)×2×3.5×2 +2×3.5]=210.14 m2 右=2×(4.5+4.2+3.3-0.24)3.5+1.6×3.5×2+(3.3+4.5-0.12 +1.2+4.2) ×2×2=145.84m2 ?左+?右=355.98m2 二层[(3.3-0.24)+(4.2-0.24)]×2×2.7-0.9×2.1-1.5×1.5+ (3.3+4.2-0.48) ×2×2.7-0.9×2.1-2.1×2.5+(4.5-0.24+6.6-0.24) ×2×2.7-1.5×1.5-0.9×2.1×4+3×2.7+1.2×2.7×2+(3.3-0.24 +3.3-0.24)×2×2.7-0.9×2.1-1.5×1.5+(2.1-0.24+3.3-0.24) ×2×2.7-0.9×1.5-0.9×2.1×2+(2.4-0.24+3.3-0.24)×2-0.9×2.1 =185.5×4=742.2m2 2,3,4,5,6层 ?=742.2×5=3711m2 夹层 (4.5-0.24+6.6+1.2-0.24)×2×1.7-0.9×2.4-1.5×0.9+1.2×2× 1.7+4.2×1.7+(3.3-0.24+3.3-0.24+2.1-0.24)×2×1.7+ (3.3-0.24+3.3-0.24+2.1-0.24+3.3-0.24) ×2=70.25m2×4 =281m2 ?总=355.98+3711+281=4347.98m2 42.厨卫水泥砂浆抹灰 [(2.1+2.4-0.48+3.3-0.24)×2+0.24×(3.3-0.24)]×2.7 -0.7×2.1-0.8×2.1 =37.06 m2×4=148.25m2 ?=148.25m2×4=593.1m2 43.外墙抹灰 (外墙×面层高-门窗洞口) 一层 (3.3×2×3.6-0.9×1.2×2)+3.3×3.6+(17.4-2.4-2.4-.24) × 3.6+17.2×3.6+(4.5+4.2+3.3) ×2×3.6+1.6×2×3.6=230.04m2 2层以上 L外=112.32 112.32×2.8×5-(1.5×1.5×5-0.9×1.5×2) ×2×5=1486.98m2 ?=230.04+1486.98=1717.02m2 44. 柱面抹灰工程量计算 柱 截 面 : (400×400) 全抹工程量 : 2×(0.4+0.4) ×3.6×15=86.4m2 [0.4+(0.4-0.24)]×13=7.28m2 抹3面 抹2面 0.4×0.4×13×2=4.16m2 ?=97.84m2 45. 阳台楼板 (1.2m高， ? 5.1-9.68×0.12=3.94m2 ? (2-0.12+5-0.24)(9-0.24)/2+(3.3-0.24)(5-0.24)=43.65m2 ? (12-0.24)(5.6-0.24)×2-(4.2+1.2)(2.4+0.24)×2=332.76m2 2222?+?+?=3.94m+43.65m+332.76m=380.35m 二至六层 ?×5=380.55m2×5=1901.75m2 夹层 (3.3+2.1-0.24)(3.3-0.24)×4 +(4.5-0.24)(3.3×4+2.4-0.24)×2=194.03m2 ?=3.94+43.65m2+332.76m2+380.35m2+1901.75m2+194.03m2=2856.48m2 B.4 门窗工程可从门窗图里直接找出。 B.5油漆工程 S外墙面油漆=S外墙抹灰=1717.02m2