工程量计算表.docx

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1、表8工程量计算表序号项目编号项目名称单位数量部位计算式O1010101001001平整场地ma4081.75同建筑面积G1-286平整场地m24612.954081.75+2*(56+72.2)*2+8*0,15+16=4612.9502010101003001挖沟槽土方m325.49JK110.25*(8-1.655)*0.6*5+0.25*(8-1.66)*0.6*13+0.25*(8-2.21)*0.6*4+0.25*(8-2.03)*0.6*2=22.39JK120.2*(8-2.03)*0.6*3+0.25*(8-1.66)*0.6*1=3.10以上合计：22.39+3.1=25.4

2、9G1-143人工挖沟槽m349.10JK111/2(0.646+0.25)*0.6*(8-1.655)*5+1/2(0.646+0.25)*0.6*(8-1.66)*13+1/2(0.646+0.25)*0.6*(8-2.21)*4+1/2(0.646+0.25)*0.6*(8-2.03)*1=40.12JK121/2(0.596+0.2)*0.6*(8-2.025)*3+1/2(0.646+0.25)*0.6*(8-1.66)*1=8.98以上合计：40.12+8.98=49.1003010101004001挖基坑土方m3883.96ZT5-2(2.95*1.2)*2.2*28=218.0

3、6ZT5-31/2*3.83*3.32-3*(1/2*0.23*0.2)*2.0*49=616.30ZT5-4(2.95*2.95)*1.9*3=49.60以上合计：218.06+616.30+49.60=883.96G1-152人工挖基坑m3432.99ZT5-2(3.55*1.8)*(0.15+0.5)*28=116.30ZT5-31/2*4.22*4.87-3*(1/20.92*0.80)*(0.15+0.5)*49=292.12ZT5-4(3.55*3.55)*(0.15+0.5)*3=24.57以上合计：116.30+292.12+24.57=432.99G1-159挖掘机挖基坑土方

4、（不装车）m3931.24ZT5-2(3.55*1.8)*1.55*28=277.33ZT5-312*4.22*4.87-3*(1/2*0.92*0.80)*1.35*49=606.71ZT5-4(3.55*3.55)*1.25*3=47.26以上合计：277.33+606.71+47.26=931.24G1-297基地钎探m2542.6ZT5-23.05*1.3*28=111.02ZT5-31/2*4.52*3.92-3*(1/2*0.69*0.6)*49=403.67ZT5-43.05*3.05*3=37.91以上合计：111.02+403.67+27.91=542.60401010300

5、1001土方回填m34701.75室内回填(1.2-0.13)*(56-0.25)*(72.2-0.25)=4292.00基础回填909.42-(26.58+453.85+19.24)=409.75以上合计：4292.00+409.75=4701.75G1-241自卸汽车运土方（载重8t以内）m33663.06外取土49.10+432.99+931.24-5076.39=-3663.06G1-280回填土m35076.39室内回填(1.2-0.13)*(4081.75-0.25*256.4-0.2*91.8)=4211.83基础回填(432.99+931.24)-(26.58+453.85+1

6、9.24)=864.47以上合计：4211.83+864.47=5076.39G1-282填土夯实m35076.39同回填土工程量05010301002001预制钢筋混凝土管桩m494523*(28*2+49*3+3*4)=4945.00G3-28静力压预应力混凝土管桩m5363.5ZT5-2(23+0.65+1.5-0.05)*28*2=1405.60ZT5-3(23+0.65+1.3-0.05)*49*3=3660.30ZT5-4(23+0.65+1.2-0.05)*3*4=297.60以上合计：1405.60+3660.30+297.60=5363.5006010301004001截（凿

7、）桩头根21528*2+49*3+3*4=215G3-56机械截断管桩头根21528*2+49*3+3*4=215G1-275自卸汽车运混凝土破块（载重8t以内）m3127.67ZT5-2(1.5-0.05+0.6)*(*0.25*025-*0.125*0.125)*28*2=84.53ZT5-3(1.3-0.05+0.6)*(五*0.25*025-*0.125*0.125)*49*3=40.05ZT5-4(1.2-0.05+0.6)*(*0.25*025-*0.125*0.125)*3*4=3.09以上合计：84.53+40.05+3.09=127.6707010402001001砌块墙m3

8、373.62外墙中心线2*(56+0.05+72.2+0.05)-0.5*(6*2+9*2)-4*3.75*2=236.80m内墙净长线2*(8-0.3-0.35)+(8-0.225)+(2.95+3.8-0.2)+(8-0.225)+(8-0.3-0.35)+(3.1+2.7-0.3)+(4.6-0.2)+(3.1-0.2)+(2.7-0.1)+(3.8+1.5+3.35+3.8+1.5-0.125-0.35)(1.5-0.2)+(3.35-0.2)=91.80m外墙工程量238.6*0.25*(4.5-0.01)-(9.45+129.6)*0.25=297.87m内墙工程量91.8*0.2

9、*(4.5-0.02)-(3.78+2.16+9.45+13.86+1.9*2.1)*0.2=75.75m以上合计：297.87+75.75=373.62A1-46加气混凝土砌块墙m3360.93373.62-12.69=360.931-48蒸压砂加气混凝土精确砌块墙H1312.69(2.7+3.1-0.3-0.1)+(2.7+1.9-0.2)*0.2*(4.5-0.01)+(3.1-0,1*2)*0.1*(4.5-0.01)-(0.9*2.1*0.2+0.9*2.1*0.1)-(1.9*2.1*0.2)=12.6908010501001001垫层m339.60CT5-2(2.75+0.2)*

10、(1+0.2)*0.1*28=9.90CT5-2(3.106*2.716-0.389*0.6-1.264*2.116)*0.1*49=27.10CT5-2(2.75+0.2)*(2.75+0.2)*0.1*3=2.60以上合计:9.9+27.1+2.6=39.60A2-75换基础垫层C15商品混凝土m339.60同清单工程量09010501005001桩承台基础m3449.80CT5-22.75*1*1.5*28=115.50CT5-3(2.906*2.516-0.289*0.5-1.164*2.016)*1.3*49=307.10CT5-42.75*2.75*1.2*3=27.20以上合计:

11、115.5+307.1+27.2=449.802-74换独立桩承台C30商品混凝土D13449.80同清单工程量10010502001001矩形柱m3177.50KZ1-KZ14标高：-1.800-0.OOO和9.870-14.370部分(0.6*0.6*1.8+0.5*0.5*4.5)*46+(0.7*0.7*1.8+0.6*0.6*4.5)*3+0.6*0.6*(1.8+4.5)*39=177.50A2-80换矩形柱C35商品混凝土m3177.50同清单工程量11010502002001构造柱m328.90标高：-1.800+-0.OO1和9.870-14.370部分(0.2*0.2*14

12、+0.03*3*0.2*14+0.25*0.2*58+0.03*0,25*2*58)*(1.8+4.5)=28.902-83构造柱C20商品混凝土现浇m328.90同清单工程量12010503001001基础梁m325.70JK110.25*0.6*(6.344*5+5.975*2+5.7896*4+6.189*13)=22.10JK110.25*0.6*(5.974*3+6.102*1)=3.60以上合计:22.1+3.6=25.70A2-85换基础梁C30商品混凝土现浇m325.70同清单工程量13010505001001有梁板m3920.10层地框梁：X向轴线处：0.25*0.7*(56.3-0.6*8)*11-0.25*0.7*0.2*34=97.9Y向轴线处：0.25*0.7*(72.5-0.6*11)*8-0.25*0.7*0.2*32=91.1111：(0.25*0.8*7.95-0.2*0.2*0.8)*2+0.25*0.8*2.9=3.7112：0.25*0.5*2.9=0.4113：0.25*0.7*7.775-0.2*0.2*0.7=1.3114:O.2*0.4*2.9=0.2115:O.25*0.8*7.85-0.2*0.2*0.8=1.5116:O.2*0.5*4.35*2=0.9117:O.25*0.7