工程量計(jì)算表

三、小平房工程基數(shù)計(jì)算表基數(shù)名稱(chēng)代號(hào)圖號(hào)墻高（m）墻厚（m）單位數(shù)量計(jì)算式外墻中心線長(zhǎng)L中建施13．60.24m29..2(3.6+3.3+2.7)×2+(3+2)×2=29.2內(nèi)墻凈長(zhǎng)線長(zhǎng)L內(nèi)建施13．60.24m7.52(2+3-0.24)+(3-0.24)=7.52外墻外邊線長(zhǎng)L外建施1m30.16(3.6+3.3+2.7+0.24)×2+(2+3+0.24)×2=30.16底層建筑面積S底建施151.56(3.6+3.3+2.7+0.24)*(3+2+0.24)=51.56四、小平房清單工程量計(jì)算表序號(hào)分項(xiàng)工程名稱(chēng)單位數(shù)量計(jì)算過(guò)程1人工平整場(chǎng)地127.851.56+2*30.16+16=127.82人工挖地槽52.88(29.2+7.52)+(0.8+0.2*2)*1.2=52.883人工挖地坑1.15(0.8+0.2*2)*1.2*0.8=1.154C10砼基礎(chǔ)墊層6.00(29.2+7.52)*0.2*0.8+0.8*0.8*0.2=6.005M5水泥砂漿砌磚墻基礎(chǔ)14.93(29.2+7.52)*(1.3+0.394)*0.24=14.936人工地槽回填土31.9552.88-14.93=31.957M5水泥砂漿砌磚柱基礎(chǔ)0.21*0.12+(0.8-0.32-0.12)*0.12+0.24*1.06=0.218人工地坑回填土0.911.15-0.11-0.8*0.8*0.2=0.9191：2水泥砂漿墻基防潮層7.87(29.2+7.52)*0.24+0.24*0.24=7.8710雙排外腳手架112.2030.16*3.72=112.2011里腳手架27.077.52*3.6=27.0712單層玻璃窗框制作13.501.5*1.5*6=13.5013單層玻璃窗框安裝13.501.5*1.5*6=13.5014單層玻璃窗扇制作13.041.48*1.48*6=13.0415單層玻璃窗扇安裝13.041.48*1.48*6=13.0416單層鑲板門(mén)框制作6.480.9*2.4*3=6.4817單層鑲板門(mén)框安裝6.480.9*2.4*3=6.4818單層鑲板門(mén)扇制作6.310.88*2.39*3=6.3119單層鑲板門(mén)扇安裝6.310.88*2.39*3=6.3120鑲板門(mén)帶窗框制作4.82*2.4=4.4821鑲板門(mén)帶窗框安裝4.82*2.4=4.4822鑲板門(mén)帶窗扇制作4.731.98*2.39=4.7323鑲板門(mén)帶窗扇安裝4.731.98*2.39=4.7324木門(mén)窗運(yùn)輸11.284.8+6.48=11.2825木門(mén)窗油漆11.484.8+6.48=11.2826現(xiàn)澆C20鋼筋砼圈梁1.590.18*0.24*（29.2+7.52）=1.5927現(xiàn)澆圈梁模板安拆16.610.18*2*(29.2+7.52)+1.5*0.24*6+2*0.24+0.9*0.24*3=16.6128現(xiàn)澆C20鋼筋砼矩形梁0.370.24*0.3*(2.7+2+0.12*4)=0.3729現(xiàn)澆矩形梁模板安拆4.24(2.7+2+0.12*4)*0.3*2+(2+2.7)*0.24=4.2430C10砼臺(tái)階0.19〖（2-0.12+0.3）+（2.7-0.12）〗*0.3*0.130.19311：2水泥砂漿抹臺(tái)階1.43(2-0.12+0.2)*0.3+(2.7-0.12)*0.3=1.4332臺(tái)階模板安拆0.8〖0.3*2+(2.7-0.12+0.3)+(2-0.12)〗0.15=0.833現(xiàn)澆構(gòu)件圓鋼筋制安Ф6.5t0.406122.64*0.006165*6.5+8.7=40.6kg=0.40634現(xiàn)澆構(gòu)件圓鋼筋制安Ф12t0.113116.8*0.006165*12+9.02=112.7kg=0.11335現(xiàn)澆構(gòu)件螺紋鋼筋制安Ф14t001818.41kg=0.1836預(yù)應(yīng)力構(gòu)件鋼筋制安Ф4t0.134(6.557+4.5+3.83)*9=134.1kg=0.13437預(yù)應(yīng)力C30鋼筋砼空心板制作3.87(0.164+0.139+0.126)*9*(1+0.2%)=3.8738空心板運(yùn)輸3.85（0.164+0.139+0.126）*9*（1+0.8%）=3.8539空心板安裝、接頭、灌縫40M5混合砂漿砌磚墻25.78（29.2+7.52）*3.6*0.24-（0.9*2.4*3+2*2.4+1.5*1.5*6）*0.24=25.7841M5混合砂漿砌磚柱0.210.24*0.24*3.6=0.21421：2水泥砂漿屋面面層57.12（5+0.24+0.18*2）*（9.6+0.24+0.18*2=57.12

43C20細(xì)石砼剛性屋面（40厚）57.12（5+0.24+0.18*2）*（9.6+0.24+0.18*2）=5701244預(yù)制板底嵌縫找平48.31（5+0.24+0.18*2）*（9.6+0.24+0.18*2）-（29.2+7.52）*0.24=48.3145預(yù)制板頂棚面刷106涂料49.31（5+0.24+0.18*2）*（9.6+0.24+0.18*2）-（29.2+7.52）*0.24=49.31461：2水泥砂漿地面面層42.7551.56-（29.2+7.52）*0.24=42.7547C10砼地面墊層2.5651.56-（29.2+7.52）*0.24*0.06=2.5648室內(nèi)地坪回填土9.4142.75*（0.3-0.08）=9.4149人工運(yùn)土11.769.41*1.25=11.7650混合砂漿抹內(nèi)墻面129.03〖2*(3.6+3.3+2.7-0.12*6)+(5-0.24)*4+(3-0.24)*4+(3-0.24)*2〗*3.6-0.9*2.4*3-2*2.4-1.5*1.5*6=129.0351水泥砂漿抹外墻面92.8430.16*3.9-（0.9*2.4*3+1.2*2.4+1.5*1.5*6）=92.8452混合砂漿抹磚柱、矩形梁7.400.24*3.6*4+0.24*（2.