第44页共16页编号:时间:2021年x月x日书山有路勤为径,学海无涯苦作舟页码:第44页共16页分部分项工程量计算表表6—3工程名称:****8#楼序号项目名称单位工程量工程量计算式一、建筑面积建筑面积m24381.86地下室:〖(3.6+0.12)×(3.6+3.4+0.12)+(4.2+0.24)×(3.6+0.12)+(4.2+0.3+0.12)×4+(3.9+1.3+0.12)×(3.4+3.6-0.6+0.24)+(0.6+1.2+0.12)×(1.3+0.62)〗×6=600.20m2一层:600.20+〖(4+0.6)×2-0.7×0.4〗×6×0.5=626.96m2二至五层:〖626.96+(3.4+0.24)×1.2×0.5×2〗×4=2525.31m2六层:626.96+2.7×0.9×0.5×2=629.39m2600.20+626.96+2525.31+629.39=4381.86m2二、土、石方工程1平整场地m2626.96600.20+〖(4+0.6)×2-0.7×0.4〗×6×0.5=626.96m22挖基础土方m31727.22785.1×2.2=1727.22m33土方回填m3217.79(0.3+0.85)×2.2×0.5×〖(51.6+0.6+12.7+0.6)×2+0.6×13+3.4+3.6+2.5+4.2×3〗+(2.4-0.6)×(4.2-0.6)×2.2=217.79m3三、桩与地基基础工程4预制钢筋混凝土桩(8,8)根53535预制钢筋混凝土桩(10,10)根5656四、砌筑工程6地下室外墙m354.79(51.6+12.7)×2+0.6×13+4.2×3+2.5++3.4+3.6+1.2×4=163.3m0.25×(163.3×2.5-16.92门窗)-28.58构造柱-14.46圈梁=54.79m3第45页共16页编号:时间:2021年x月x日书山有路勤为径,学海无涯苦作舟页码:第45页共16页7地下室内墙m380.21〖3.0-0.24+(3.6-0.24)×2+3.9-0.24+7.0-0.6-0.24+4.2-0.24+4.0-0.24〗×6+(4.5-0.24)×3+7.0-0.24+4.2-0.24=185.62m0.24×(185.62×2.5-36.8门窗)-8.44构造柱-13.07圈梁-0.82过梁=80.21m38一至六层外墙m3323.360.24×{〖(51.6+11.5)×2+0.6×6+3.4+3.6+2.5+4.2×3〗×16.8-353.81窗-190.08门-1.2×12.3×3}-72.09构造柱-61.29圈梁-14.56过梁=323.36m39门厅墙m34.950.37×〖(2.6+0.62×2)×4.2-1.8×4.0〗×3-4.96构造柱=4.95m310一至六层内墙(240)m3653.33(3.6―0.6―0.24+3.4-0.24+4.2-0.24+7.0-0.24+3.6-0.24+3.9-0.24+3.6-0.24+4.0-0.24)×6+(4.2+0.3-0.24)×3+(3.4+3.6-0.24)+4.2-0.24=208.180.24×(208.18×16.8-470.98)-25.48构造柱-36.57圈梁-10.97过梁=653.33m311一至六层内墙(120)m331.950.12×〖(3.6―0.6―0.24)×6×(2.8-0.12)〗×6=31.95m312女儿墙m322.940.24×〖(51.6+0.24+12.7+0.24)×2+0.6×12+3.4+3.6+0.24+2.5+4.2+0.24+4.2×2〗×0.6=22.94m3五、混凝土及钢筋混凝土工程13素混凝土垫层m378.51〖51.6×2+3.6+4.0+4.0+3.6+1.2+1.2++3.6+4.0+4.0+3.6+(3.6+3.9)×8+2.6×2+3.6×10+4.2×6+(4.2+0.3)×9+(3.6+3.4)×6+3.4+1.22〗×0.84×0.1+〖(3.6-0.24)2+(3.6―0.6―0.24)×(3.9-0.24)+(3.4-0.24)×(3.6+3.9-0.24)+(3.6-0.24)×(4.2-0.24)+(4-0.24)×(4.2-0.24)+(1.3-0.12)×(1.2+3.6+3.4-0.24)〗×6×0.1=78.51m314地下室GZ1m35.15(0.24×0.24×2.5+0.018马牙槎×2边)×22+(0.24×0.24×2.5+0.018马牙槎×3边)×6=5.15m315地下室GZ3m31.78(0.24×0.27×2.5+0.018马牙槎×2边)×9=1.78m3第46页共16页编号:时间:2021年x月x日书山有路勤为径,学海无涯苦作舟页码:第46页共16页16地下室GZ5m31.51(0.24×0.36×2.5+0.018马牙槎×2边)×6=1.51m317一至六层GZ1m377.86(0.24×0.24×2.8+0.020马牙槎×2边)×(33×6)+(0.24×0.24×2.8+0.020马牙槎×3边)×(27×6)+(0.24×0.24×1.8+0.020马牙槎×2边)×15=77.86m318一至六层GZ2m313.36(0.24×0.18×2.8+0.020马牙槎×2边)×(12×6)+(0.24×0.18×1.8+0.020马牙槎×1边)×15=13.36m319一至六层GZ3m316.66(0.24×0.27×2.8+0.020马牙槎×3边)×(9+12×5)=16.66m320一至六层GZ4m316.74(0.24×0.54×2.8+0.020马牙槎×3边)×(6×6)+(0.24×0.54×1.8+0.020马牙槎×1边...