工程量计算式表

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工程项目及说明计算式合 计序号定额号工程量单位㎡数量17,884.5132282.2400103.680069.120057.600028.800023.04001,003.7560176.6600一12345二11.11.222.12.233.13.344.14.255.15.26基础承合SJ-1SJ-2SJ-3SJ-4SJ-5基础梁DT-1BSDT-2BSDT-3BSJKL-16、18、20BSJKL-5、6、7、8、9BSJL-2第 1 页，共 7 页

27×1.2×4×0.818×1.2×4×0.812×1.5×4×0.86×1.5×4×0.84×1.8×4×0.80.3×(7.3×16+7.3×2)0.5×2×7.3×16+0.7×2×7.3×20.3×(7.3+2.15)0.5×2×(7.3+2.15)0.3×7.3×40.5×2×7.3×2+0.7×2×7.3×23×（7.3×5+6.55×2）×0.33×（7.3×5+6.55×2）×0.5×26×(7.15×2+6.6×2+6×6.2)×0.36×33.7×0.5×239.4200137.240012.28502.83509.450043.80008.760035.0400193.440044.6400148.8000318.6600116.4600202.200020.3520工程量计算式表

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工程项目及说明BSJL-3BSJL-4BSJKL-4BSJKL-1BSJKL-14aBSJKL-12BSJKL-3BSJKL15第 2 页，共 7 页

序号定额号6.16.277.17.288.18.299.19.21010.110.21111.111.21212.112.21313.113.214计算式0.3×6.36×20.65×2×6.36×20.3×4.21×20.55×2×4.21×20.3×30.45×2×30.3×(3.4×8+3×1)0.8×3.4×8×2+0.5×3×20.3×3.4×80.45×2×3.4×80.3×9×20.5×2×9.26×27.1×0.3+0.3×9.26(7.1+9.26)×0.45×23.66×2×0.3+4.63×0.33.66×2×2×0.45+4.63×0.45×2工程量单位数量3.816016.536011.78802.52609.26203.60000.90002.700055.58009.060046.520032.64008.160024.480023.92005.400018.520019.63204.908014.724014.34003.585010.75506.0190工程量计算式表

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工程项目及说明BSJKL17BSJKL19BSJKL-21BS一层结构一层柱400×500柱（6.82米长住11根）（0.4+0.5）×2×11×6.820.4×0.5（4.57米长柱4根）截面400×500（30个）截面500×500（28个）截面650×650（18个）扣除柱梁接口处面积一层梁板一层板及梁底梁侧面积（64.6+0.12+0.12）×（37.8+0.24）-6.6×17.8-3.3×7.8-4.7×4.25×2-（23.16+54.36）×2×0.18（0.65+0.65）×3.55×2×14×8+（0.45+0.6）×（54.6+31.2）×2第 3 页，共 7 页

序号定额号14.114.21515.115.21616.116.21717.117.2三1计算式0.3×4.630.5×2×4.630.3×9.60.7×2×9.60.3×9.6×30.55×2×9.6×30.3×9.6×10.6×2×9.6工程量单位数量1.38904.630016.32002.880013.440040.32008.640031.680014.40002.880011.52004,965.90041,184.0060135.036032.9040368.2800381.9200319.1760-53.31003,728.55442,255.43641,213.94001.11.21.31.41.51.622.12.2（0.4+0.5）×2×4×4.57（0.4+0.5）×2×6.82×30（0.5+0.5）×2×6.82×28（0.65+0.65）×2×6.82×18(0.4×0.65×(48+42)+0.35×0.65×(16+42)+0.3×0.35×(28+16)+0.78×0.35×6+0.38×0.3×8+0.68×0.35×4+0.48×0.3×32+0.35×0.55×10+0.35×0.65×8+0.3×0.4×2)×(-1)工程量计算式表

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工程项目及说明计算式0.65×2×6.1×4+（0.35+0.5）×6.1×2+0.4×2×6.1×4+7×0.4×2×59.24×2×（0.68×2+0.78×3+0.38×2+0.58×1+0.43×1+0.48×1）+0.38×2×17.5+0.48×2×3.6+0.58×2×4×7.5+0.38×4×2×2.65一层雨篷1m雨篷BS600雨篷BS二层结构二层柱400×500柱（高5.85米、30个）（0.4+0.5）×2×5.85×30500×500柱（高5.85米、28个）（0.5+0.5）×2×5.85×28650×650柱（高5.85米、18个）（0.65+0.65）×2×5.85×18扣除梁口面积二层梁板二层板底38.04×54.84-6.6×7.8×2-4.57×4.24×2-（37.8+54.6）×2×0.183.55×（0.65+0.5）×2×72+[3.55×（0.65+0.5）+3.05×（0.65+0.55）]×36+（3.05+3.05）×（0.65+0.5）×4+7.4×0.6×2×15+3.5×0.6×2×8+7.4×0.8×2×5+7.4×（0.55+0.7）×5+7.4×0.4×2×5+3×0.4×2×19+3×（0.7+0.55）×20.4×0.65×（64+42）+0.3×0.45×741.1×15.61.5×（3.3+11.84+4.14+2.64）1×0.5×5+0.4×0.5×4序号定额号2.32.433.13.1.13.1.23.23.2.13.2.2四11.11.21.31.422.1工程量单位数量89.6100169.568053.340036.180032.88003.300017.160017.16000.00004,078.0360917.2800315.9000327.6000273.7800-37.55003,160.75601,911.13602.2五1二层梁侧1,249.6200三层结构三层柱第 4 页，共 7 页

3,980.8808909.3460工程量计算式表

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工程项目及说明400×500柱500×500柱650×650柱扣除柱接头面积三层梁板梁底天沟三层梁侧屋顶结构屋顶柱400×500柱 8根 长3.6米300×300柱 10根 长3.4米扣除梁柱借口面积屋顶梁板屋顶底板屋顶梁侧屋面雨篷电梯井、模板8.04×3.54×2+11.04×8.14（（0.46+0.6）×7.8+（0.38+0.5）×3.3）×2+0.5×2×（（10.8+3.9）×2×2+3.9×3）1.7×3.3×4（（9.14+4.24）×2+（3.76+4.25）×4）×19.8+0.24×（2.5×2+2）×6-2×2.5×6-（3.7×（0.65×2+0.7×2）+4.15×（0.8×2+0.55×2））×3-3.7×（0.65×2+0.5×2）-4.5×（0.5×2+0.55×2）（0.4+0.5）×2×3.6×8（0.3+0.3）×2×3.4×10（0.3×0.5+0.3×0.4）×8+0.3×0.5×201911.1361.1×（54.84+7.8×5+3.3×2）+（0.72×0.72+0.72×0.5）×2（3.65+3.05）×（0.58+0.43）×26+（3.65+3.65）×（0.58+0.43）×72+7.4×0.6×2×15+3.5×0.6×2×8+7.4×（0.7+0.58）×10+0.38×2×7.4×5+0.38×2×3×19+3×0.7×2×2计算式（0.4+0.5）×2×5.88×18+（0.4+0.5）×2×6.18×12（0.5+0.5）×2×5.88×16+（0.5+0.5）×2×6.18×12（0.65+0.65）×2×6.12×1837.55序号定额号1.11.21.31.422.12.22.3六1工程量单位数量324.0000336.4800286.4160-37.55003,071.53481,911.1360112.24081,048.1580349.552887.480051.840040.8000-5.1600239.6328146.788892.844022.44001,062.77501.11.21.322.12.23七八1楼梯模板楼梯梁（0.6×2×7.8×4+0.5×2×3.3×4）×3第 5 页，共 7 页

808.0956151.9200工程量计算式表

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工程项目及说明2号楼梯模板平板模侧模1号楼梯模板楼梯竖向踏步边板女儿墙女儿墙板柱女儿墙压顶腰梁、构造柱腰梁构造柱走道隔热门斗平板变更设备安装平台漏算卸料平台西部钢构柱基门斗梁柱及拆除的6个门斗梁柱拆除的门斗备梁，增加压顶（（0.2×0.4）×2×4+2.4×0.4×2）×62.9×3.42×6+40.32（7.48+9.8）×0.6+22.5×0.6+0.5×（1.2×4+0.8×4）×2+（7.48×2+22.5+1.5）×0.12×2第 6 页，共 7 页

序号定额号22.12.234九12十12十一十二十三1计算式工程量单位数量268.8408183.319285.5216287.884899.4500164.256027.3600112.320024.5760372.9600106.5600266.4000204.480059.508087.859287.8592464.2134（3.54×8.04-0.16×2.52+2.52×3.3×0.3）×6（（0.5×2+0.35×2）×3.54×2+2.52×0.22×4）×6268.8408+3.6×3.54+6.32.9×18-1.45×2×1.5+2.9×18-1.45×1.5+1.05×1.52×0.15×1.6×（45+12）0.24×2×7.8×300.24×2×（37.8-6.6+10×2）7.4×2×0.12×30×26×0.37×2×30×2（7.4×1.2×2×5+2.8×1.2×2×2）×22.9×3.42×3×27.8×10.24×1.1十四1233.13.241/2×9×1.15+1/2×（12.5+0.4）×12.5+0.72×390.5×3×1.23×11113.880020.2950140.148040.320099.828041.2184工程量计算式表

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工程项目及说明电梯安放平台门窗过梁屋面挡水集水井机房过梁计算式（0.85+0.2）×0.6×2+（1.3*0.24）×0.6×2（0.3×2+0.24）×1.5×80.25×2×（54.84+7.8×5）+0.25×2×（7.8×4×2+3.3×2)+（0.5×2×7.8×2+5.4×2×0.5×2）2.8×1×2+1.8×2.8×2+1×1×20.24×2×4×4+0.24×3.76+0.3×2×4+0.12×2×1.98序号定额号56789工程量单位数量1.634410.0800107.820017.680011.4576第 7 页，共 7 页