工程量计算书

序清单名称定额工程内容单位计算式数量编号号编号110101001001平整场地;定1－31平整场地m2S=17.9×38+0.5×3.14×（7.7/2）2×2+0.5×3.14×(4.1/2)2+8.95×9.9+0.5×3.14×4.472+2.12×9.2872.82土壤类别:三类土;弃土运距:400M以内210101003001J－1挖基础土方;定1－102挖掘机挖土、自卸汽车运土运1000m内普硬土m3V=【（2.2+2×0.3+0.69×1.2）×（2.2+2×0.3+0.69×1.2）×1.2+1/3×0.692×1.23+2.4×2.4×0.1】×699.87土壤类别:三类土;V=（2.2+0.2）×（2.2+0.2）×1.3×644.93基础类型:独立;定1－104挖掘机挖土、自卸汽车运土运距每增1000mm3V=【（1.6+2×0.3+0.69×1.2）×（1.6+2×0.3+0.69×1.2）×1.2+1/3×0.692×1.23+1.8×1.8×0.1】×111.6挖土深度:2M内N=6V=（1.6+0.2）×（1.6+0.2）×1.3×14.21310101003002J－2挖基础土方;定1－102挖掘机挖土、自卸汽车运土运1000m内普硬土m3V=【（1.4+2×0.3+0.69×1.2）×（1.4+2×0.3+0.69×1.2）×1.2+1/3×0.692×1.23+1.6×1.6×0.1】×440.51土壤类别:三类土;V=（1.4+0.2）×（1.4+0.2）×1.3×413.31基础类型:独立;定1－104挖掘机挖土、自卸汽车运土运距每增1000mm3V=【（1.4+2×0.3+0.69×1.2）×（1.4+2×0.3+0.69×1.2）×1.2+1/3×0.692×1.23+1.6×1.6×0.1】×330.38挖土深度:2M内N=1V=（1.4+0.2）×（1.4+0.2）×1.3×39.98410101003003J－3挖基础土方;定1－102挖掘机挖土、自卸汽车运土运1000m内普硬土m3V=【（3.1+2×0.3+0.69×1.2）×1.2+（3.1+2×0.3）×0.1】×90.7526.39土壤类别:三类土;V=（3.1+0.2）×1.3×90.7389.1基础类型:独立;定1－104挖掘机挖土、自卸汽车运土运距每增1000mm3V=【（3.9+2×0.3+0.69×1.2）×1.2+（3.9+0.2+2×0.3）×0.1】×32.06220.15挖土深度:2M内N=4V=（3.9+0.2）×1.3×32.06170.88510101003004J－4挖基础土方;定1-102挖掘机挖土、自卸汽车运土运1000m内普硬土m3V=【（2.7+2×0.3+0.69×1.2）×1.2+（2.7+0.2+2×0.3）×0.1】×16.6488.25土壤类别:三类土;V=（2.7+0.2）×1.3×16.6462.73基础类型:独立;定1-104挖掘机挖土、自卸汽车运土运距每增1000mm3V=【（1.8+2×0.3+0.69×1.2）×1.2+（1.8+0.2+2×0.3）×0.1】×12.5451.84挖土深度:2M内N=3V=（1.8+0.2）×1.3×12.5432.66101010030051-1挖基础土方;定1-102挖掘机挖土、自卸汽车运土运1000m内普硬土m3V=【（2.3+2×0.3+0.69×1.2）×1.2+（2.3+0.2+2×0.3）×0.1】×4.9723.77土壤类别:三类土基础类型:条形;V=（2.3+0.2）×1.3×4.9716.15挖土深度:2M内;定1-104挖掘机挖土、自卸汽车运土运距每增1000mm3V=【（8.7+2×0.3+0.69×1.2）×1.2+（8.7+0.2+2×0.3）×0.1】×3.647.17弃土运距:400M以内L=90.71mV=（8.7+0.2）×1.3×3.641.657101010030062-2挖基础土方;定1-102挖掘机挖土、自卸汽车运土运1000m内普硬土m3V=【（9.3+2×0.3+0.69×1.2）×1.2+（9.3+0.2+2×0.3）×0.1】×3.649.98土壤类别:三类土;基础类型:条形;V=（9.3+0.2）×1.3×3.644.46挖土深度:2M内;定1-104挖掘机挖土、自卸汽车运土运距每增1000mm3V=32.06×(4.1+2×0.3)×1.2180.82弃土运距:400ML=32.06mV=32.06×4.1×1.2157.748101010030073-3挖基础土方;定1-102挖掘机挖土、自卸汽车运土运1000m内普硬土m3V=16.64×(2.90+2×0.3)×1.269.89土壤类别:三类土;基础类型:条形;V=16.64×2.90×1.257.91挖土深度:2M内;定1-104挖掘机挖土、自卸汽车运土运距每增1000mm3V=16.64×(2.90+2×0.3)×1.269.89弃土运距:400M以内L=16.64mV=16.64×2.90×1.257.919101010030084-4挖基础土方;定1-102挖掘机挖土、自卸汽车运土运1000mm3V=12.54×(2.0+2×0.3)×1.239.12土壤类别:三类土;内普硬土基础类型:条形;V=12.54×2.0×1.230.1挖土深度:2M内;定1-104挖掘机挖土、自卸汽车运土运距每增1000mm3V=12.54×(2.0+2×0.3)×1.239.12弃土运距:400M以内L=12.54mV=12.54×2.0×1.230.110101010030095-5挖基础土方;定1-102挖掘机挖土、自卸汽车运土运1000m内普硬土m3V=4.97×(2.5+2×0.3)×1.218.5土壤类别:三类土;基础类型:条形;V=4.97×2.5×1.214.91挖土深度:2M内;定1-104挖掘机挖土、自卸汽车运土运距每增1000mm3V=4.97×(2.5+2×0.3)×1.218.5弃土运距:400M以内L=4.97mV=4.97×2.5×1.214.9111101010030106-6挖基础土方;定1-102挖掘机挖土、自卸汽车运土运1000m内普硬土m3V=21.60×(7.7+2×0.3)×1.2215.14土壤类别:三类土;V=21.60×7.7×1.2199.59基础类型:条形;定1-104挖掘机挖土、自卸汽车运土运距每增1000mm3V=21.60×(7.7+2×0.3)×1.2215.14挖土深度:2MV=21.60×7.7×1.2199.5912101017-7挖基础土方;定1-102挖掘机挖土、自卸汽车运土运1000m内普硬土m3V=3.6×(8.9+2×0.3)×1.241.04土壤类别:三类土;3011基础类型:条形;V=3.6×8.9×1.238.45挖土深度:2M内;定1-104挖掘机挖土、自卸汽车运土运距每增1000mm3V=3.6×(8.9+2×0.3)×1.241.04弃土运距:400M以内L=3.6mV=3.6×8.9×1.238.4513101010030127定-7定挖基础土方;定1-102挖掘机挖土、自卸汽车运土运1000m内普硬土m3V=3.6×(9.5+2×0.3)×1.243.63土壤类别:三类土;基础类型:条形;V=3.6×9.5×1.241.04挖土深度:2M内;定1-104挖掘机挖土、自卸汽车运土运距每增1000mm3V=3.6×(9.5+2×0.3)×1.243.63弃土运距:400M以内L=3.6mV=3.6×9.5×1.241.041410103001001土（石）方回填定7-3调灰土垫层2：8[基础回填灰土，按第七章相应项目，人工乘以0.7系数]m3V=1369.20-112.28-100.51156.92V=364.24-112.28-100.5751.4615103010010011-1砖基础;定3-1砖基础MU10烧结多孔砖M10水泥砂浆m3V=(0.68×0.37+0.49×0.12)×97.1130.14砖品种、规格、强度等级:烧结多孔砖;基础类型:条形;基础深度:1500mm;水泥砂浆强度等级:M10L=90.71m16103010010022-2砖基础;定3-1砖基础MU10烧结多孔砖M10水泥砂浆m3V=0.194×45.768.88砖品种、规格、强度等级:烧结多孔砖;基础类型:条形;基础深度:1500mm;水泥砂浆强度等级:M10L=32.06m17103010010033-3砖基础;定3-1砖基础m3V=0.230×18.444.47砖品种、规格、强度等级:烧结多孔砖;基础类型:条形;MU10烧结多孔砖M10水泥砂浆基础深度:1500mm;水泥砂浆强度等级:M10L=16.64m18103010010044-4砖基础;砖品种、规格、强度等级:烧结多孔砖;定3-1砖基础MU10烧结多孔砖M10水泥砂浆m3V=0.341×13.924.75基础类型:条形;基础深度:1500mm;水泥砂浆强度等级:M10L=12.54m19103010010055-5砖基础;定3-1砖基础MU10烧结多孔砖M10水泥砂浆m3V=0.429×7.323.1砖品种、规格、强度等级:烧结多孔砖;基础类型:条形;基础深度:1500mm;水泥砂浆强度等级:M10L=4.97m20103016-6砖基础;定3-1砖基础MU10烧结多孔砖M10水泥砂浆m3V=0.691×23.44016.17砖品种、规格、强度等级:烧结多孔砖;基础类型:条形;基础深度:1500mm;1006水泥砂浆强度等级:M10L=21.60m21103010010077-7砖基础;定3-1砖基础m3V=7.214×1.8013.03砖品种、规格、强度等级:烧结多孔砖;基础类型:条形;基础深度:1500mm;MU10烧结多孔砖M10水泥砂浆水泥砂浆强度等级:M10L=3.60m22103010010087定-7定砖基础;定3-1砖基础MU10烧结多孔砖M10水泥砂浆m3V=7.214×3.6025.97砖品种、规格、强度等级:烧结多孔砖;基础类型:条形;基础深度:1500mm;水泥砂浆强度等级:M10L=3.60m2310302006001零星砌砖;定3-29零星砌体m3V=0.423×31.3零星砌体名称、部位:卫生间蹲台;砂浆强度等级、配合比:混合M5.02410302006002零星砌砖;定3-29零星砌体m3V=0.336×3×44.03零星砌体名称、部位:池槽腿;砂浆强度等级、配合比:混合M5.02610302006004零星砌砖;定3-29零星砌体m3V=0.069×30.21零星砌体名称、部位:砖墩;砂浆强度等级、配合比:混合M5.02710304001001空心砖墙;定3-8多孔砖墙1砖以上m3V1=（7.2×3.6-0）×0.5=12.9619.44墙体类型:首层及二层外墙;490;V2=（3.6×3.6-0）×0.5=6.48空心砖强度等级:MU10;砂浆强度等级:混合M102810304001002空心砖墙;定3-8多孔砖墙1砖以上m3V1=（109.62×3.6-110.6）×0.365=103.67201.66墙体类型:首层及二层外墙;365;V2=（109.62×3.6-126.18）×0.365=97.99空心砖、砌块品种、规格、强度等级:MU10;砂浆强度等级:混合M102910304001003空心砖墙;墙体类型:首层及二层外墙;240;空心砖、砌块品种、规格、强度等级:MU10;砂浆强度等级:混合M10定3-7多孔砖墙1砖m3V1=（5.1×3.6-8.1）×0.24=2.467.84V2=（8.7×3.6-8.91）×0.24=5.383010304001004加气混凝土砌块墙;定3-16砌块墙加气混凝土砌块m3V=（33.1×34.5-8.1