1、花彩石单车道C标段工程量计算书项目名称计算公式挖基础土方(4.2+0.6)*(1.4+0.6)*0.5*66基础原土夯实4.2*1.4*66200厚混凝土垫层4.2*1.4*66*0.2300厚钢筋砼独立基础4.2*1.4*0.3*66螺纹钢 10内制安(4.25*10+1.45*29)*0.617/1000*66回填土,人工夯实316.8-77.616-116.424砌筑毛石挡土墙(0.6+1.2)*1.8/2*4*66挡土墙勾缝(0.6+1.2)*1.8*66+(3+4)*1.82*66梁、板浇筑195*0.25*0.4*2+3*0.25*0.4*73+195*3.5*0.2伸缝设置7*32、.5*0.02缩缝设置7*3.5钢筋制安18螺纹钢(24*195.2+6*195.2+6*3.7*66)*2/100010螺纹钢(12*195.2+3.52*781*2)*0.617/1000+7*0.25*781*0.617/10008圆钢(1.1*1301+1.1*21*66)*0.395/1000山樟木面板铺设195*3.7木龙骨铺设(3.5/0.45+1)*0.06*0.06*196角钢制安(196/0.5+1)*0.05*2*7*1.05*5/1000桥侧面封口板制安(195+3.5)*0.3*2钢筋砼柱浇筑0.18*0.18*1.3*79*2钢筋制安10螺纹钢2*3.22*79*23、*0.617/10006圆钢0.75*5*72*2*0.222/1000预制钢筋砼栏杆195*2*2*0.18*0.12预制栏杆钢筋制安10螺纹钢195*4*0.617/10006圆钢(195/0.2+1)*4*0.24*0.222/1000栏杆、栏杆柱塑木纹(0.2*4+0.2*0.2)*1.31*79*2+(0.18+0.12)*(195-0.2*0.18*79)*4模板工程独立基础模板(4.2+1.2)*2*0.5*66有梁板模板,高度3.6米内195*0.4*4-0.25*73+3*2*73+(196+3.5)*2*0.2+195*3.5-195*0.25-3*0.25*73栏杆柱模板4、0.18*4*1.3*72*2栏杆模板(0.18*2+0.12)*195*4*0.18*0.12脚手架工程综合脚手架,高度4.5米内3.5*1.8*66单排脚手架3.5*1.8*66单位 工程量备注m3316.8m2388.08m377.616m3116.424t3.443m3122.76m3427.68m21054.68m3197.4m20.49m224.5t14.6424t5.681t1.1675m2721.5m36.1936t1.4443m2119.1m36.655t0.6278t0.1199m316.848t0.4813t0.208m2404.4504m2356.4m21390.55m2134.784m28.087m2415.8m2415.8