序号项目名称个数计算式单位数量装饰双层板图号：JG-52、5911~14线交N轴8号节点钢筋3C6(9*3+3.6)*0.00617*6*6*3Kg20.39C6@150((9*3+3.6)/0.15+1)*(0.525+0.1-0.015+33*6/1000)*0.00617*6*6Kg36.791-3~1-5线交1-F轴8、9号节点图形标注3.826m钢筋3C6(18+3+3.826)*0.00617*6*6*3Kg16.54C6@150((18+3+3.826)/0.15+1)*(0.525+0.1-0.015+33*6/1000)*0.00617*6*6Kg29.881-1~1-4线交1-A轴8号节点钢筋3C69*3*0.00617*6*6*3Kg17.99C6@150(9*3/0.15+1)*(0.525+0.1-0.015+33*6/1000)*0.00617*6*6Kg32.4811~14线交H轴8号节点钢筋3C6(27+4.5+2.5)*0.00617*6*6*3Kg22.66C6@150((27+4.5+2.5)/0.15+1)*(0.525+0.1-0.015+33*6/1000)*0.00617*6*6Kg40.8614~15线交H轴10号节点图形标注3.399mC35砼(0.65+0.1+0.15)*0.15*3.399m30.459模板(0.65+0.1+0.15)*3.399*2m26.118钢筋2C63.399*0.00617*6*6*2Kg1.51C6@250(3.399/0.25+1)*(0.15+0.1+0.15+6.25*6/1000*2)*0.00617*6*6Kg1.54后浇带14~15线交H~N轴参地下室底板后浇带做法遇水膨胀止水带(20.5+0.4*2+0.625*2+4.5+0.8+0.9-1.5-0.9)*2m52.7钢筋C12@200((20.5+0.4*2+0.625*2+4.5+0.8+0.9-1.5-0.9)/0.2+1)*(0.9+0.6*2)*0.00617*12*12*2Kg495.372C8@200((0.6*2+0.9)/0.2+1)*(20.5+0.4*2+0.625*2+4.5+0.8+0.9-1.5-0.9)*0.00617*8*8*2Kg239.317楼梯抹水泥砂浆图号:ZJ-351#楼梯TB1-9梯底板SQRT(2.8^2+1.75^2)*1.35m24.46踏步(2.8+1.75)*1.35m26.14梯侧SQRT(2.8^2+1.75^2)*0.1+1/2*0.28*0.159*10m20.55TB1-10梯底板SQRT(2.8^2+1.75^2)*1.275m24.21踏步(2.8+1.75)*1.275m25.80梯侧SQRT(2.8^2+1.75^2)*0.1+1/2*0.28*0.159*10m20.552#楼梯图号：ZJ-34TB2-9梯底板SQRT(2.8^2+1.75^2)*1.3m24.29踏步(2.8+1.75)*1.3m25.92梯侧SQRT(2.8^2+1.75^2)*0.1+1/2*0.28*0.159*10m20.55TB2-10梯底板SQRT(2.8^2+1.75^2)*1.35m24.46踏步(2.8+1.75)*1.35m26.14梯侧SQRT(2.8^2+1.75^2)*0.1+1/2*0.28*0.159*10m20.55楼梯不锈钢栏杆图号:ZJ-34、35TB1-9图集：05ZJ401Y型梯裙（C15细石砼）SQRT(2.8^2+1.75^2)*0.1*0.1m30.03梯裙模板SQRT(2.8^2+1.75^2)*0.1*2m20.66栏杆埋件10图集：05ZJ40114型-100*100*60.1*0.1*7.85*6*10Kg4.71A8(0.1+0.08*2+0.025)*0.00617*8*8*10Kg1.13A50不锈钢栏杆图集：05ZJ401Y型SQRT(2.8^2+1.75^2)m3.3A70扶手图集：05ZJ40115型SQRT(2.8^2+1.75^2)m3.3A70弯头2个2TB1-10梯裙（C15细石砼）图集：05ZJ401Y型SQRT(2.8^2+1.75^2)*0.1*0.1m30.03梯裙模板SQRT(2.8^2+1.75^2)*0.1*2m20.66栏杆埋件10图集：05ZJ40114型-100*100*60.1*0.1*7.85*6*10Kg4.71A8(0.1+0.08*2+0.025)*0.00617*8*8*10Kg1.13A50不锈钢栏杆图集：05ZJ401Y型SQRT(2.8^2+1.75^2)m3.3A70扶手图集：05ZJ40115型SQRT(2.8^2+1.7