计算式工程量计算式1长m5.627.122宽m2.883.883高m44.54挖方m3（5.62+2+0.5*4）*（2.88+2+4*0.5）*4+0.5*2*4*3/3268.74（7.12+2+0.5*4.5）*（3.88+2+4.5*0.5）*4.5+0.5*2*4.5*3/35填方m3-64.7424204.00-124.31526外弃土方 m364.747地基处理（碎石垫层）m35.62*2.88*0.11.627.12*3.88*0.18垫层（C10） m35.62*2.88*0.11.627.12*3.88*0.19垫层模板 m2（5.62+2.88）*2*0.11.70(7.12+3.88)*2*0.110底板（C25） m3(5.62-0.2)*(2.88-0.2)*0.22.91（7.12-0.2）*（3.88-0.2）*0.211地板模板 m2（(5.62-0.2)+(2.88-0.2)）*2*0.23.24（（7.12-0.2）+（3.88-0.2））*2*0.212底板钢筋 t图集0.405图集13圈梁中（C25） m3图集1.74图集14圈梁顶（C25） m3图集1.97图集15圈梁中模板m2((5.42+2.68)*2+2.68）*0.25*29.44（（7.12-0.2+3.88-0.2）*2+（3.88-0.2））*2*0.2516圈梁顶模板m2((5.42+2.68)*2+2.68）*0.6311.8944（（7.12-0.2+3.88-0.2）*2+（3.88-0.2））*0.6317圈梁中钢筋t图集0.230图集18圈梁顶钢筋t图集0.146图集项目02S701砖砌化粪池设计规范及图集（单位Z5-12SFZ7-20SQF19盖板混凝土构件m3图集0.109+3*0.102+0.24+0.170.83图集 2.39+1.2920盖板钢筋 t图集0.008+3*0.008+0.046+0.0390.1170.25+0.07421现浇梁（C25） m322现浇梁钢筋t23模板m22425井筒个 含井盖井座 0.4m2.00含井盖井座 1m26砖砌墙体 m3((5.42+2.68)*2*0.5+2.68*0.24））*2.521.858((6.92+3.68)*2*0.5+3.68*2*0.37））*2.127防水砂浆内抹面m2((5.42+2.68)*2+2.68*2））*2.553.90(6.92+3.68)*2*2.1+3.68*2*2*2.128热沥青等防水涂料 2层m2(5.42+2.68)*2*2.5*281(6.92+3.68)*2*2.1*22990°三通PE110个2.0030PE 110m5.0031通气罩个1.0032管道支架个2.00工程量计算式工程量计算式工程量7.123.884.5420.47（7.12+2+0.5*4.5）*（3.88+2+4.5*0.5）*4.5+0.5*2*4.5*3/3420.47根据地质情况确定296.16-124.3152296.16根据地质情况确定124.32124.32根据地质情况确定2.767.12*3.88*0.12.76根据地质情况确定2.767.12*3.88*0.12.762.20(7.12+3.88)*2*0.12.205.09（7.12-0.2）*（3.88-0.2）*0.25.092.394.24（（7.12-0.2）+（3.88-0.2））*2*0.24.241.46*2.5+1.46*2.67.450.955图集0.95517.3+73.2+12+43.1+24.1+20.7+5.0.2492.72图集2.72图集2.722.35图集2.35图集2.3512.44（（7.12-0.2+3.88-0.2）*2+（3.88-0.2））*2*0.2512.44((6.72+2.5+1.25*2)*2+3.48*2+2.11.3515.6744（（7.12-0.2+3....
