1、钢结构停车棚工程量计算序号定额名称名称(位置)1人工挖土方基坑2涵管3小计:4土方回填5M7.5水泥砂浆砖围墙6C25砼独立基础7预埋铁件制作安装8钢管柱1149351050116012小计:13钢屋架角钢(1-1剖面)14角钢(两榀之间)15角钢(3-3剖面)16两侧面彩钢封板角钢架17C型钢18小计:19圆檩木制安 有铁件20彩色涂层钢板屋面 单层21C25地面22涵管处23小计:24冷漆标线25雨水井26C15砼垫层27M7.5砖砌体28雨水井1:2水泥砂浆抹面29雨水井铸铁井盖30基础模板安装、拆除 基础31拆除砖砌体32拆除石棉瓦33檩木的拆除34拆除人字屋架35拆除砼地面36混凝土
2、管道铺设计算式工程量单位(0.8+0.6)*(0.8+0.6)*0.8*2132.930.62*0.75*26.512.3245.25m3(45.25+2.25)-3.14*0.0225*26.5-0.12-10.75-0.5934.17m31.5*2.15*0.240.77m30.8*0.8*0.8*2110.75m30.3*0.3*21*78.5+(0.4+6.25*0.016)*4*1.58*21214.73kg(2.1*14+3.1*7)*25.651310.72((27.855*2+21.6)*2+2.2*2+0.85*14)*2.59442.682.1*11*4.538104.83
3、22.5*3*6.782457.792316.02kg(27.91+(16.46+4.85)*2+0.95+14*2)*7*3.772625.2834.9*2*3.77263.153.7*12*3.77167.39(27.91+14*2+4.7*2)*2*3.77492.4422.5*6*4.27576.454124.71kg21.6*0.011*153.56m314.5*22.5*2652.50m227.805*22.4622.830.75*26.519.88642.71m218*12+2.2*16251.20m11.00个1.18*0.98*0.10.12m3(0.78+0.98)*2*0.24*0.70.59m3(0.3+0.5)*2*(0.5+0.7*2+0.24*2+0.2)4.13m211.00个0.8*0.8*4*2153.76m20.24*0.24*4*8+0.5*0.5*5.5*16+0.24*2.8*9+(18.25*2/2+18.25*5.5)*0.2458.36m329.65*3.47+29.65*6.85*2+29.65*3.49612.57m220+51+1485.00根88.00榀29.65*18.85558.90m226.526.50m