工程量计算书

分部分项工程量计算书表1续表2续表3序序号分部分项工程名称部位与编号单位计算式小计KL160.2×0.5×5.25×21.05LL50.2×0.5×0.9×20.18 LL4 0.2×0.55×0.9×2 0.2 KL8 0.2×0.4×1.9×2 0.3 L4 0.2×0.45×2.6 0.23 L9 0.2×0.4×3.25×2 0.52 KL5 0.2×0.55×2.9+0.2×0.4×1.5×3×2 1.040.1×0.4×1.4×2+0.2×0.4×1.4+0.2× L1 1.30.45×4+0.2×0.4×(3.75+3.35+2.3) KL11 0.2×0.55×2.3 0.25 L6 0.2×0.35×2.6 0.18 KL9 0.2×0.45×4.9 0.44 KL7 0.5×0.4×3.1 0.62 L7 0.2×0.4×2.2 0.18 KL12 0.2×0.6×4 0.48（3.7×4.6+3.7×1.8+3.3×5.5+3~17层（3.7+3.3）×3.9+3.1×3.4+2×3.14+2.2标准层×3.4+2.2×1.5+3.9×5.95+1.8×4+3.75顶板 M³ 104.17×5.1+3×4.85+3.5×5.6+7×1.5+7×C25混3.3+3.25×2.4+3.25×3.9+0.9×5.7）×凝土0.2×2+5.6×6.9×0.23~17层标准层剪 ㎡ 297.41力墙模板AZ20.2×2.7×2×2+0.9×2.7×2×211.88YDZ10.4×2.7×2×2+0.65×2.7×2×211.34 YAZ28 0.5×2.7×2×2+0.5×2.7×2×2 10.8 YJZ5 0.3×2.7×2×2+1.15×2.7×2×2 15.66 YJZ6 0.2×2.7×2×2+0.9×2.7×2×2 11.88 YAZ2 0.25×2.7×2×2+0.4×2.7×2×2 7.02YJZ70.25×2.7×2×2+1.05×2.7×2×214.04YJZ160.25×2.7×2×2+1.1×2.7×2×214.58 YJZ15 0.2×2.7×2×2+0.5×2.7×2×2 7.56 YJZ11 0.2×2.7×2×2+1.3×2.7×2×2 16.2 YDZ10 0.4×2.7×2×2+0.6×2.7×2×2 10.8 YJZ14 0.2×2.7×2×2+1×2.7×2×2 12.96 YAZ35 0.2×2.7×2×2+0.55×2.7×2×2 8.1 YDZ13 1.3×2.7×2×2+0.4×2.7×2×2 18.36 YAZ 0.2×2.7×2×2+0.4×2.7×2×2 6.48 AZ3 0.5×2.7×2×2+1.3×2.7×2×2 19.44 YJZ23 0.25×2.7×2×2+1.3×2×2 7.9 YAZ29 0.2×2.7×2×2+0.45×2.7×2×2 7.02 YJZ14 0.2×2.7×2×2+1.1×2.7×2×2 14.04 YAZ4 0.2×2.7×2×2+0.4×2.7×2×2 6.48 YYZ18 0.2×2.7×2+2.6×2.7×2 15.12 YJZ22 0.2×2.7×2+0.9×2.7×2 5.94 YDZ19 0.4×2.7×2+1×2.7×2 6.21 YJZ21 0.25×2.7×2+0.75×2.7×2 5.4 YJZ26 0.25×2.7×2+0.6×2.7×2 4.59 YDZ27 0.4×2.7×2+0.65×2.7×2 5.67 YJZ24 0.3×2.7×2+1×2.7×2 7.02 YJZ25 0.3×2.7×2+1×2.7×2 7.023~17层｛（0.6+1.1+0.25+1+1.2+0.65+1+1.6+2.0标准层 ㎡ 5+0.8+1.05+0.9+1）× 160.49混凝土2+1.4+0.9+1.8+1.3｝×2.7×2墙模板3~17层标准层 ㎡ 221.27梁模板 XL4 0.2×2.3×2+0.35×2.3×2×2 4.14 Xl1 0.2×1×2+1×1×2×2 4.2 Kl1 0.2×5.6×2+0.35×5.6×2×2 10.08 L11 0.2×3.6×2+0.15×3.6×2×2 3.60.12×1.8×2+0.1×1.8×2×2+0.2×2.7 L1 6.01×2+0.35×2.7×2×2 Ll1 0.2×1+0.35×1×2 0.90.2×（0.8+1.6）×2+0.35×（0.8+1.6） xl2 4.32×2×2 L12 0.2×3.3×2+0.35×2.2×2×2 4.4 KL20 0.2×4.15×2+0.35×4.15×2×2 7.47 KL2 0.2×4.25×2+0.2×4.25×2×2 5.1 L10 0.2×3.3×2+0.15×3.3×2×2 3.3 KL17 0.2×4.9×2+0.25×4.9×2 4.41 KL3 0.2×2.5×2+0.35×5.5×2×2 8.7 KL14 0.2×6.7×2+0.35×6.7×2×2 12.06 L2 0.2×3.3×2×2+0.15×3.5×2×2×2 6.84 KL13 0.2×6.3×2+0.35×6.3×2×2 11.34 KL18 0.2×1.8×2+0.35×1.8×2×2 3.24 GAZ35 0.2×0.4×（52.5-50.95）×2 0.25 （0.2×0.8+0.3×0.2）×（52.5-50.95）0.68GJZ14×2 GAZ4 0.2×0.4×（54.93-50.95）×2 0.64 GDZ10 0.4×0.4×（52.5-50.95）×2 0.5 （0.2×0.3+0.8×0.2）×（52.5-50.95）0.68GJZ11×2 （0.2×0.5+0.2×0.3）×（52.5-50.95）0.5LZ1×2 （0.2×0.8+0.3×0.2）×（52.5-50.95）0.68GJZ23×2GAZ90.2×0.4×（52.5-50.95）×20.25GAZ40.2×0.4×(52.5-50.95)×20.25 (0.2×0.8+0.2×0.3)×(54.93-50.95)×1.75GJZ142 GAZ4 0.2×0.4×(54.93-50.95)×2 0.64 GJZ17 (0.2×0.5+0.2×0.3)×(55.6-50.95)0.74 GAZ31 0.2×0.4×(55.6-52.75) 0.23 GDZ19 (0.4×0.4+0.2×0.2)×(55.6-52.75)0.57 GAZ31 0.2×0.4×(55.6-52.75) 0.18 GJZ20 (0.2×0.6+0.75×0.3)×(55.6-52.75)0.98 GJZ21 0.2×0.55×(55.6-52.75) 0.31 GJZ26 (0.3×0.95+0.2×0.3)×(55.6-50.95)1.6 (0.4×0.4)×(52.75-50.95)+0.2×0.4×0.52GDZ27(55.6-52.75)57阁楼层 M³0.4×0.2×(52.5-50.95)×2+0.9×0.2×C25混(52.5-50.95)×2+1.9×0.2×凝土墙(54.93-50.95)×2+1×0.2× (52.5-50.95)×2+1×0.2× 16.47(54.93-50.95)×2+1.1×0.2×(52.5-50.95)×2+0.8×0.2×(54.93-50.95)×2+0.2×1.85×(55.6-50.95)×2+0.65×0.2×(55.6-50.95)+0.75×0.2×(55.6-50.95)+0.55×0.2×(55.6-50.95)+0.9×0.2×(55.6-50.95)+2×0.2×(55.6-50.95)58阁楼层 M³ 砌筑工 1.8×（4.4+1.6×2+1.6+4.4）+0.5× 程 （3+0.75+1.6+3.3+1.6）×2+｛0.2×0.5× （52.5-50.95）+0.2×1.2×（54.93-50.95-1.4）｝× 2+0.4×0.2×（54.93-50.95）×2+0.25× 0.2×（54.93-50.95）×2×2+0.4× 9.6GAZ4（54.93-50.95)×2×2 0.4×（52.5-50.95）×2×2+0.4× 9.08GDZ10（52.5-50.95）×2×2 0.2×（52.5-50.95）×2×2+1.1× 8.06GJZ11（52.5-50.95）×2×2 0.2×（52.5-50.95）×2×2+0.8× 6.2LZ1（52.5-50.95）×2×2 0.2×（52.5-50.95）×2×2+1.1× 8.06GJZ23（52.5-50.95）×2×2 0.2×（52.5-50.95）×2×2+0.4× 3.72GAZ9（52.5-50.95）×2×2 0.2×（52.5-50.95）×2×2+0.4× 3.72GAZ4（52.5-50.95）×2×2 0.2×（54.93-50.95）×2×2+1.1× 20.8GJZ14（54.93-50.95）×2×2 0.2×（54.93-50.95）×2×2+0.4× 9.6GAZ4（54.93-50.95）×2×2 0.2×（55.6-50.95）×2+0.8× 9.5GJZ17（55.6-50.95）×2 0.2×（55.6-52.75）×2×2+0.4× 7.08GAZ31（55.6-52.75）×2×2 GDZ19 0.6×(55.6-52.75)×2×2×2 13.68 0.3×(55.6-52.75)×2+1.35× 9.41GJZ20(55.6-52.75)×2 0.25×（55.6-52.75）×2+0.55× 4.56GJZ21（55.6-52.75）×2 0.3×（55.6-50.95）×2+1.15× 13.49GJZ26（55.6-50.95）×2 0.4×（52.75-50.95）×4+0.2× 7.02 GDZ27 （55.6-52.75）×2+0.4×（55.6-52.75）×262阁楼层 ㎡ 124.18梁模板 WKL1 0.2×1×2+0.2×1×2×2 1.2 WKL17 0.2×3.2×2+0.2×3.2×2×2 3.84 WKL2 0.2×7.3×2+0.35×7.3×2×2 13.14 WKL18 0.2×2.55×2+0.433×2.55×2×2 4.64WKL30.2×5.1×2+0.25×5.1×2×27.14L20.2×1.8×2+0.2×1.8×2×22.16 L3 0.2×1.8×2+0.2×1.8×2×2 2.16 WKL14 0.2×3.1×2+0.2×1.8×2×2 2.68 WKL10 0.2×5.2×2+0.5×5.2×2×2 12.48外墙面㎡西立面：3.3×9.8-1×1.6×2-1×1.2+1.2砖饰面×9.8+9.8×4.9-1.8×1.7南立面：3.3×9.8-1×1.6×2-1×1.2+1.2×9.8北立面:(1.9×9.8+7.2×9.8-1.5×1.9×3-1×1.9×3-1×1.9×3)×2+3.35×9.8-1.3×1.9×3+3.95×8.6-1.5×1.6-2.2×1.2+6.9×1+1×3.1外墙涂㎡3.3×9.8-1×1.6×2-1×1.2+1.2×料饰面9.8+9.8×4.9-1.8×1.7+3.3×9.8-1×1.6×2-1×1.2+1.2×9.8+(1.9×9.8+7.2×9.8-1.5×1.9×3-1×1.9×3-1×1.9×3)×2+3.35×9.8-1.3×1.9×3+3.95×8.6-1.5×1.6-2.2×1.2+6.9×1+1×3.1+3.3×8.1-1×1.9-1×3.1+2.5× 9.8+0.4×9.8+3.9×9.8-1×1.9×2-1×1.5+（2.9×17.6×2+2.9×32.2×2-1×1.9-2.7×1.9-1×1.6-1.5×1.9-1×1.9-1.5×1.6-1.8×1.7-1.3×1.9-1×1.9-1×1.9×-1.5×1.9-2.7×1.9-1.5×1.9-1.8×2.3-1.6×1.9+1.8×2.3+1.4×1.9+1.4×1.9-1.8×2.3）×15外墙保3.3×9.8-1×1.6×2-1×1.2+1.2×温层9.8+9.8×4.9-1.8×1.7+3.3×9.8-1×1.6×2-1×1.2+1.2×9.8+(1.9×9.8+7.2×9.8-1.5×1.9×3-1×1.9×3-1×1.9×3)×2+3.3