土建工程量计算表格_(实用版).xls

模板工程 工程预算计算式 D W F-1,F-1/2F-A(y,-600),F-B轴 F-2,F-4F-D,F-E轴 F-2,F-4F-E,F-G轴 A-2,A-4A-G,A-H轴 C25有梁板，厚100mm C25有梁板，厚120mm C25有梁板，厚130mm C30预制多孔板，厚120mm C-1,C-2(C-6,C-7)C-M,C-M(y,700)轴 F-2,F-4F-G,F-H轴 C25斜有梁板，厚100mm C-1,C-2(C-6,C-7)C-L,C-M轴 C25钢筋砼楼梯 A-1(x,2500),A-2A-F轴 节点3 A-1,A-1/2A-A(y,-700)轴 节点4 A-2,A-2(x,1500)A-C,A-D轴 C-1-C-7轴/3跨/节点2 C-2,C-4(C-4,C-6)C-A(y,-1300)轴 节点7 C-3,C-5C-F,C-J(y,300)轴 一层结构/A-1-A-5轴/2跨/节点1 F-1-F-5轴/节点1 F-1(x,2500),F-2F-F轴 F-1,F-1/2F-A(y,-700)轴 F-2,F-2(x,1500)F-C,F-D轴 DL104 L101 0.3*4*(4.15-1.15-0.12)*3-0.24*(0.4-0.12)*10 0.3*4*(4.15-1.15-0.12)*8-0.24*(0.4-0.12)*31 0.3*4*(4.15-1.15-0.12)*11-0.24*(0.4-0.12)*39 0.3*4*(4.15-1.15-0.12)*7-0.24*(0.4-0.12)*22 0.3*4*(4.15+0.05-0.14)*2-0.24*(0.4-0.14)*4 0.3*4*(4.15+0.05-0.14)*5+0.3*0.14*5-0.24*(0.4-0.14)*10 0.3*4*(4.15+0.05-0.14)*2-0.24*(0.4-0.14)*6 0.3*4*(4.15+0.05-0.14)*5+0.3*0.14*5-0.24*(0.4-0.14)*13 地下室/H1,10轴/KZ5 (0.48+0.6)*2*(1.65+1.15-0.08)-0.24*(0.4-0.08)*4 (0.48+0.6)*2*(4.15-1.15-0.06)-0.24*(0.4-0.12)*2 (0.48+0.6)*2*(4.15-1.15-0.06)-0.24*(0.4-0.12)*4 (0.48+0.6)*2*(4.15-1.15-0.12)-0.24*(0.4-0.12)*4 (0.48+0.72)*2*(1.65+1.15-0.08)-0.24*(0.4-0.08)*4 (0.72+0.4)*2*(4.15-1.15-0.08)-0.24*(0.4-0.12)*3 (0.48+0.72)*2*(4.15-1.15-0.06)-0.24*(0.4-0.12)*4 (0.48+0.72)*2*(4.15-1.15-0.12)-0.24*(0.4-0.12)*4+0.24*3*(1.15+0.05) 装饰柱 (0.35*4*(4.15+0.05-0.06)-0.24*(0.4-0.12)*2)*6 (3.2*2-0.66)*(0.24+(0.45-0.06)*2) 三层结构/KL302 (3.2-0.36)*(0.24+0.4*2) 三层结构/KL302a (3.384-0.36)*(0.24+(0.4-0.06)*2) KL303 (5.1-3.6-0.18)*(0.24+(0.75-0.06)*2) 三层结构/KL303 (3.6-0.18)*(0.36+(0.75-0.1)*2) KL305 KL306 (3.2*3+2.9-0.72-0.24*2-0.48)*(0.24+(0.4-0.06)*2)+(4.5+9-0.3*4-0.18*4)*(0.24+(0.4-0.12)*2) (5.1-0.66)*(0.24+(0.4-0.12)*2) (2.9*3+3-0.6-0.24-0.36)*(0.24+(0.4-0.12)*2)+(2.9-0.24)*(0.24+(0.4-0.06)*2)+(3.2*3-0.72-0.24-0.48)*(0.24+(0.4-0.07)*2)+(1.6-0.36)*(0.24+(0.4-0.13)*2)*3+(2.1-0.3)*(0.24+(0.4-0.06)*2) KL309 (2.9-0.33)*(0.4-0.12)*2*2 (4.8-0.33)*(0.4-0.12)*2*2 KL310 KL311 KL312 KL313 KL314 (4.8-0.36)*(0.4-0.12)*2 (4.8-0.33)*(0.4-0.06)*2*2 (4