工程量計算表,,,,,,

單位工程名稱：,,××辦公樓建筑工程,,編制日期：年月日,,

序號,分項工程名稱,計算部位,計算式,計量單位,工程數量,說明

,三線一面基數,L外Ⅰ層,(26.3+12.5)*2,m,77.60,未扣KZ、GZ

,,L中Ⅰ層,(26.3+12.5)*2-0.37*4,m,76.12,未扣KZ、GZ

,,L內Ⅰ層240,4.2-0.12*2+3.9-0.12*2+4.2-0.15-0.2+3.9-0.12-0.15+4.8-0.15-0.2+4.8-0.12-0.15+4.8-0.12*2+4.8-0.15-0.2+4.8-0.12-0.15+4.2-0.15-0.2+3.9-0.15-0.12+1.8-0.12*2+6.6-0.15-0.25+3.3-0.15-0.2+9.9+2.7-0.2+0.12+3.3-0.2-0.15+2.1-0.25+0.12+9.9,m,83.15,未扣GZ

,,L內Ⅰ層120,4.2-0.12*2,m,3.96,

,,L內Ⅰ層60,3.3-0.12*2+4.8-0.12-0.7-0.06-0.12+1*2-0.7,m,8.16,

,,L外Ⅱ層,(26.3+11.9)*2,m,76.40,

,,L中Ⅱ層,(26.3+11.9)*2-0.37*4,m,74.92,

,,L內Ⅱ層240,4.2-0.12*2+4.2-0.15-0.2+3.9-0.15-0.12+4.8-0.15-0.2+4.8-0.12*2+4.8-0.15-0.2+4.8-0.15-0.12+4.2-0.15-0.2+3.9-0.15-0.12+6.6-0.15-0.25+3.3-0.15-0.2+2.7-0.2+0.12+3.3-0.2-0.15+3.3*4+6.6,m,71.43,

,,L內Ⅱ層60,3.3-0.12*2,m,3.06,

,,L內Ⅲ層240,山墻：(1.8+4.8+0.05-0.12-0.4)*2,m,12.26,

,,,直墻：6+0.12*2,m,6.24,

,,S1,26.3*12.5-3.3*0.6*2-6.6*1.5*2-6.6*0.6*2,m2,297.07,

,,S2,26.3*11.9-6.6*0.9*2-6.6*0.6*2,m2,293.17,

,,S閣樓,(3.55-2.1/2.6*3.55+3.3*2-(3.55-1.6/2.7*3.55))*(5.2-2.1/2.6*5.2)*2*2+((3.55-1.6/2.7*3.55)*2+6)*(6.1-1.6/2.7*6.1+5.8-1.6/2.7*5.8),m2,66.46,2.2米以上

,,S總,297.07+293.17+66.46,m2,656.70,

1,平整場地,,297.07+2*77.6+16,m2,468.27,

2,基槽開挖,1－1槽,(0.5+0.15*2)*1.15*(3.9+1.8-0.95-1+4.2-1-0.95+3.3+3.3-0.75-1.05+3.3-0.95-0.8+3.3+2.7-0.8*2+3.3-0.8-0.95+6.6-1.05-0.75+4.2-0.95-1+1.8+3.9-1-0.95+6.6-0.75-1.15+3.3-1-1.05+6-2+3.3-1-1.05+3.3+3.3-1.15-0.75),m3,41.40,人工三類土以下同

,,2－2槽,(0.5+0.15*2)*1.15*(4.2-0.185-0.25+4.2-0.95-1.2+4.2+0.6-0.95-1.2+4.2+0.6-0.185-0.25+4.2+0.6-0.95-1.2+4.2-0.95-1.2+3.9-0.185-0.25+3.9-1.05-0.25+3.9+0.9-0.95-0.25+3.9+0.9-0.95-0.25+3.9-1.05-0.25+3.3*3-0.95-1.25-1.15-1.25+2.7+3.3+2.1+0.25*2-1.15-1.25-1.15-1.25+1.8-0.25*2+3.3*3-0.185+0.25+3.3+6.6-0.185+0.25),m3,58.63,

,,地溝槽,(1+0.37+0.1)*0.75*(76.12-0.25*8-1.47*4+12-0.185*2-1.47*2-0.5*14)-(0.75-0.185)*(0.95-0.185)*0.75*4-(0.95-0.185)*2*0.75*2-2*(0.95-0.185)*0.75*2-(0.95-0.185)*0.6*0.75*2-1.6*(0.95-0.185)*0.75*2-2.2*(1.05-0.185)*0.75*2-(1.05-0.25)*0.9*0.75*2-2*(0.95-0.185)*0.75*2-(1-0.25)*0.6*0.75*2-(1.15-0.25)*2.4*0.75,m3,60.16,溝底標高變更為-1.100米

,,臺階槽,(1.5*0.3+0.5*0.4/2+0.5*0.8)*6.5,m3,6.18,正門估

,,散水槽,(77.6+0.9*4-6.5-2.3)*0.685*1.07,m3,53.07,C10砼70厚1000厚爐渣

,,基槽開挖土方量合計,,m3,219.43,

3,基坑開挖,J－1,(1.8+0.3*2)^2*1.15*4,m3,26.50,

,,J－1a,(1.4+0.3*2)*(1.8+0.3*2)*1.15*6,m3,33.12,

,,J-2(2a),(2.2+0.3*2)^2*1.15*4,m3,36.06,

,,J－3,(2.4+0.3*2)*(1.8+0.3*2)*1.15*2,m3,16.56,

,,J－4,(2.9+0.3*2)*(2+0.3*2)*1.15*2,m3,20.93,

,,臺階,(1.5*0.3+0.5*0.4/2+0.5*0.8)*2.3,m3,2.19,側門估

,,基坑開挖土方量合計,,m3,135.36,

4,毛石基礎砌筑,1－1基,0.5*0.5*(3.9+1.8+4.2-0.85*2-0.9*2+25.8-0.65*2-1.8*2-1.4*2+4.2+1.8+3.9-0.85*2-0.9*2+25.8-0.65*2-2*2-1.8*2),m3,11.95,標高－1.1m以下

,,,0.5*0.4*(3.9+1.8+4.2-0.5*2-1.1+25.8-0.3*2-1*2-1.4*2-0.7*2+4.2+1.8+3.9-0.5*2-1.1+25.8-0.3*2-1.2*2-1.1*2),m3,11.04,標高-0.7m～-1.1m

,,,0.5*0.25*(77.6-0.4*18-0.6*2-0.37*2),m3,8.56,標高-0.7m～-0.45m

,,,0.5*0.35*(77.6-0.4*18-0.6*2-0.37*2),m3,11.98,標高-0.45m～-0.1m

,,,扣0.7*0.7*0.5(基礎孔洞),m3,-0.25,

,,,扣0.24*0.18*1.5*2（2XGL－1）,m3,-0.13,

,,,扣0.5*0.5*0.4（GJ－2）,m3,-0.10,

,,,1－1基合計,m3,43.05,

,,2－2基,0.5*0.5*(4.2-0.185-0.25+3.9-0.185-0.25+4.2-0.85-1.1+3.9-0.95-0.25+4.8-0.85-1.1+4.8-0.85-0.25+4.8-0.185-0.25+4.8-0.85-1.1+4.8-0.85-0.25+4.2-0.85-1.1+3.9-0.95-0.25+6.6-0.185-1.15+3.3-1.05-1.15+2.7+3.3+2.1+0.25*2-2.2*2+1.8-0.25*2+9.9+0.25-0.185+9.9+0.25-0.185)(括號內數值為66.39m),m3,16.60,標高-1.100m以下

,,,0.5*0.4*(66.39+0.35*5+0.5*11+0.4*4),m3,15.05,標高-0.7m～-1.1m

,,,0.5*0.25*(66.39+0.7*7+0.9*11+0.8*2),m3,10.35,標高-0.7m～-0.45m

,,,0.5*0.35*(66.39+0.7*7+0.9*11+0.8*2),m3,14.49,標高-0.45m～-0.1m

,,,扣1*1*0.5*14-0.4*0.4*0.5*8(基礎孔洞),m3,-6.36,

,,,扣0.5*0.5*0.4*2（2GJ－1）,m3,-0.20,

,,,2－2基合計,m3,49.92,

,,臺階基,0.5*0.8*(6.5+2.3),m3,3.52,

,,梯基,0.5*0.8*1.4,m3,0.56,估

,,毛石基礎砌筑量合計,,m3,97.06,

5,C10砼墊屋,J－1,(1.8+0.1*2)^2*0.1*4,m3,1.60,獨立基礎墊屋

,,J－1a,(1.4+0.1*2)*(1.8+0.1*2)*0.1*6,m3,1.92,

,,J-2(2a),(2.2+0.1*2)^2*0.1*4,m3,2.30,

,,J－3,(2.4+0.1*2)*(1.8+0.1*2)*0.1*2,m3,1.04,

,,J－4,(2.9+0.1*2)*(2+0.1*2)*0.1*2,m3,1.36,

,,小計,,m3,8.23,

,,地溝墊層,(1+0.37+0.1)*(76.12-0.25*8-1.47*4+12-0.185*2-1.47*2-0.5*14)*0.1-(0.65-0.185)*(0.85-0.185)*0.1*4-1.8*(0.85-0.185)*0.1*6-0.6*(0.85-0.185)*0.1*2-1.4*(0.85-0.185)*0.1*2-2*(0.95-0.185)*0.1*2-0.9*(0.95-0.185)*0.1*2-0.6*(0.9-0.25)*0.1*2-2.2*(1.05-0.25)*0.1-1*0.5*0.1*5-(1-0.85+0.185)*0.5*0.1*7-(1-0.95+0.185)*0.5*0.1*2,m3,9.11,

,,C10砼墊屋合計,,m3,17.34,C20

6,獨立基礎砼,J－1,(1.8*1.8+1.1*1.1)*0.4*4,m3,7.12,

,,J－1a,(1.4*1.8+0.7*1.1)*0.4*6,m3,7.90,

,,J-2(2a),(2.2*2.2+1.1*1.1)*0.4*4,m3,9.68,

,,J－3,(2.4*1.8+1.6*1)*0.4*2,m3,4.74,

,,J－4,(2.9*2+2.1*1.2)*0.4*2,m3,6.66,

,,獨立基礎砼合計,,m3,36.09,

7,回填土,基礎,219.43+135.36-11.95-11.04-8.56-16.6-15.05-10.35-3.52-0.56-17.34-27.07-1.37*0.65*(76.12-0.25*8-1.37*4+12-0.185*2-1.37*2),m3,163.71,夯填

,,室內,(297.07-76.12*0.37-83.15*0.24-1.37*(76.12-0.25*8-1.37*4+12-0.185*2-1.37*2))*(0.45-0.15-0.06-0.02-0.02),m3,28.55,

,,回填土合計,,m3,192.26,

8,余土外運,,219.43+135.36-192.26,m3,162.53,

9,370外墻空心磚砌筑,一層,(77.6-0.4*18-0.6*4-6.5)*0.365*(2.95+0.1)+(6.5+0.6*2-0.37*2)*0.365*(3+0.1),m3,76.45,M5混大孔空心磚

,,二層,(76.4-0.4*20-0.6*2)*0.365*(6.6-3.55),m3,74.81,

,,扣門窗,(4.2*2.95(M1)+1.3*2.1(M1321)+5.1*2.35*2(2C5123)+2.1*2.05*2(2C2120)+1.8*2.05*7(7C1820)+1.5*1.2(C1512)+1.2*2.05(C1220))*0.365,m3,-28.39,一層

,,扣門窗,(5.1*2.4*2(2C5124)+2.1*2.4*2(2C2124)+2.1*2.1*2(2C2121)+1.8*2.1*7(7C1821)+1.5*1.2(C1512)+1.2*2.1*2(2C1221))*0.365,m3,-27.99,二層

,,扣XGL,0.36*0.18*2*2（二層C1512上，一層M1321上）,m3,-0.26,梁長為2m

,,扣GZ2,0.365*0.365*(1.75-0.35+0.1),m3,-0.20,

,,扣XTL2,0.25*0.35*2.54,m3,-0.22,

,,扣門窗口立邊及窗臺實心磚,0.24*0.365*(2.95*2+2.1*2+2.35*2*2+2.05*2*2+2.05*2*7+1.2*2+2.05*2+2.4*2*2+2.4*2*2+2.1*2*2+2.1*2*7+1.2*2+2.1*2*2)+0.2*0.365*(5.1*4+2.1*6+1.8*14+1.5*2+1.2*3+0.48*29),m3,-17.20,

,,370外墻空心磚砌筑量合計,,m3,77.00,

10,240內墻空心磚砌筑,一層,(4.2-0.15-0.2+3.9-0.15-0.12+4.8-0.15-0.2+4.8-0.15-0.12)*2*0.24*(2.95+0.1),m3,24.10,②③④⑤軸

,,,(9.9-0.15-0.4-0.2+8.1+0.12-0.4*2+9.9*2)*0.24*(3+0.1),m3,27.06,1/B、C軸

,,,(4.2-0.12*2+3.9-0.12*2+4.8-0.12*2)*0.24*(3.15+0.1),m3,9.50,1/1、1/3軸

,,,(1.8-0.12*2)*0.24*(3.4+0.1),m3,1.31,1/5軸

,,二層,((4.2-0.15-0.2+4.8-0.15-0.2+3.9-0.15-0.12)*2+4.8-0.15-0.12+9.9-0.15-0.4-0.2+6+0.12-0.4-0.15)*0.24*(6.6-3.55),m3,31.56,②③④⑤C軸

,,,(3.3*4+6)*0.24*(6.65-.355),m3,29.01,1/B軸

,,,(4.2-0.12*2+4.8-0.12*2)*0.24*(6.8-3.55),m3,6.65,1/1、1/3軸

,,水箱間,(0.6*(6.65-0.4)+11.5*2.6/2-4.85*4.85/5.9*2.6/2-0.4*4.85/5.6*2.6)*0.24*2+6.24*0.24*(0.6+4.85/5.9*2.6),m3,10.16,

,,扣門窗,(1.5*2.1(M1521)+1.3*2.1(M1321)+1*2.1*7(7M1021)+0.9*2.1*2(2M0921)+2.1*1(C2110)+1.5*1.2(C1512))*0.24,m3,-6.78,一層

,,扣門窗,(1*2.1*7(7M1021)+0.9*2.1*2(2M0921)+1.48*2.1(M1421))*0.24,m3,-5.18,二層

,,扣XGL,0.24*0.18*(1.5*18+2.0*4)(18XGL－1，4XGL－2),m3,-1.51,XGL－2梁長改為2m

,,扣2GZ1,0.24*0.24*(1.75-0.35+0.1)*2,m3,-0.17,

,,扣2XTL3,0.25*0.35*2.1*2,m3,-0.37,

,,扣門窗口立邊及窗臺實心磚,0.24*0.24*(2.1*2*21+1*2+1.2*2)+0.24*0.2*(2.1+1.5),m3,-5.55,

,,240內墻空心磚砌筑量合計,,m3,119.76,

11,混水磚墻1/2磚,1/5軸,(3.96*(3.4+0.1)-0.9*2.1)*0.115-0.12*0.12*1.5(門上過梁),m3,1.35,M5水泥

12,鋼筋磚過梁,淋浴間,(0.9+0.5)*0.053*0.44,m3,0.03,M0921上

13,混水磚墻1/4磚,衛生間,(8.16-0.7*4)*2.4*0.053,m3,0.68,M10水泥砂漿

,,淋浴間,(3.06*3.6-0.9*2.1)*0.053-0.03(鋼筋磚過梁),m3,0.45,

,,混水磚墻1/4磚砌筑量合計,,m3,1.14,

14,零星磚砌體,門窗口立邊及窗臺實心磚,17.2+5.55,m3,22.75,見上

,,大便蹲位砌磚,1.2*1*0.3*2,m3,0.72,估

,,零星磚砌體砌筑量合計,,m3,23.47,

15,磚地溝砌筑,詳見暖1,0.365*1*(76.12-0.25*8-1*8-0.37*4-0.5*14-1*2+12.5-0.37-0.25*2-1.37*2),m3,23.55,

16,方整石臺階砌筑,正、側門,(1.2+0.5*2)*0.15*(6.5+2.3),m3,2.90,估

17,加氣砼塊砌筑,水箱間,6*0.12*0.6,m3,0.43,欄板內側120厚

18,混凝土墊層,,,m3,17.34,見前

19,獨立基礎混凝土,,,m3,36.09,見前

20,構造柱基礎砼,,0.2+0.1,m3,0.30,見前

21,現澆砼矩形柱,,,m3,,

22,現澆砼構造柱,,0.2+0.17,m3,0.37,見前

23,現澆砼單梁連續梁,,,m3,,

24,現澆砼單梁連續梁（斜）,,,m3,,

25,現澆砼過梁,,,m3,,見