1696.2514.3工字钢10#kg108114.4过道铺设(木工板)㎡26014.6钢制楼梯项214.5油漆㎡150十五蓄水池15.1挖土方m³21.77(3.4*3.4+2.4*2.4)÷2*2.5=21.7715.2回填土m³11.7721.77-2*2*2.5=11.7715.3混凝土垫层C15m³0.732.2*2.2*0.15=0.7315.424*115*5.3水泥砖砌筑m³5.72*2*2.7*0.24*4=5.715.5墙面抹灰1:2水泥砂浆㎡482*2*3*4=48十六门卫室按5个门卫室计算16.1挖方m³152.5*4*0.6*0.5*5=1516.2填方m³15-6=916.3混凝土C20m³11.77(2.5*4*0.4*0.1+2.5*4*0.2*0.4+2.3*2.3*0.08+2.7*2.7*0.1)*5=11.7716.4钢筋kg995.85[(2.7-0.06+0.5)*6*4*1.58*5+(0.15+0.35+0.06)*2*12*4*5*0.222+2.66*38*0.617*5]*1.03=995.8516.5模板㎡402.5*8*0.4*5=4016.6砖砌体m³302.5*3*0.2*4*5=3016.7墙面抹灰1:2水泥砂浆㎡1502.5*3*4*5=15016.8安装铝合金窗C1010樘516.9安装夹板门M0920樘516.10工字钢12#kg1272.81(3*4+3.1*2)*13.987*5=1272.8116.11方钢管40*40*2.5kg638.783.1*14*2.9437*5=638.7816.12镀锌铁皮瓦㎡110.05(3.1*3.1+1*3.1*4)*5=110.0516.13型钢梯步项5方钢管重量16.14预埋件250*250*8kg117.750.25*0.25*6*5*62.8=117.75
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