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+1/3×0.5 ²×2.1³=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=141.708 m³141.71挖地坑JC-1 V=[（3.1+2×0.3+0.5×2.1 ）²×2.1+1/3×0.5²× 2.1³]×4=192.607JC-2 V=[（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=81.775 ② 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=81.775 ② 室外地坪-0.3 以下的柱： 4×0.4²×（1.7-0.3）+6×0.4²×（1.7- m³909.73序号分项工程工程量计算式单位定额工程量清单工程量0.3）+11 × 0.24²×（1.8-0.3）=3.19V 回填=994.697-81.775-3.19=909.7326房心回填土h 室内外=0-（-0.3）=0.3 S 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...