某种猪场施工图预算附表.doc
附表一：工程量计算书工程名称：种猪场综合楼 编制人：xxx序号项目编码项目名称计量单位工程数量10101土(石)方工程2010101001001平整场地【三类土;】m2466.2583010101002001挖土方【机械挖土(考虑工作面,不计放坡);三类土;挖土深度1.5M内;坑侧堆土;】m3207.1564010103001001土(石)方回填【基坑基槽回填;三类土;密实度>0.94;】m3135.78250103砌筑工程6010301001001砖基础【MU10砼实心砖(HZ1);砖条基;M10水泥砂浆】m355.5787010304001001空心砖墙、砌块墙【外墙;墙体厚度240;MU7.5砼多孔砖;M7.5混合砂浆;】m3132.4398010304001002空心砖墙、砌块墙【内墙;墙体厚度120;MU7.5砼多孔砖;M7.5混合砂浆;】m335.2099010304001003空心砖墙、砌块墙【内墙;墙体厚度240;MU7.5砼多孔砖;M7.5混合砂浆;】m3119.612100104混凝土及钢筋混凝土工程11010401006001基础砼垫层【砼条基垫层;商品砼C15;】m314.40612010401002001独立基础【商品砼C25;】m31.39213010403004001圈梁【DQL商品砼C25;】m312.14614010403004002圈梁【QL商品砼C25;】m324.31915010402001001现浇矩形柱【构造柱;商品砼C25;】m313.07416010402001002矩形柱【柱支模高度3.6M内;240*240;】m31.27217010403002001矩形梁【梁底支模高度3.6米内;商品砼C25;】m331.89118010405007001现浇天沟、挑檐板【商品砼C25;】m39.83819010406001001直形楼梯【商品砼C25;】m222.10920010407002001现浇散水【120厚碎砖垫层,60厚C15商品砼;撒1：1水泥砂浆压实抹光;沥青砂浆嵌缝;】m245.43221010410003001过梁【预制过梁;商品砼C20;】m3 2.86122010412002001空心板【预制空心板;】m3 34.00323010416001001现浇混凝土钢筋【现浇砼构件钢筋12】t2.86824010416001002现浇混凝土钢筋【现浇砼构件钢筋25;】t6.40025010416001003现浇混凝土钢筋【墙体拉结筋】t0.58426010416002001预制构件钢筋【现场预制砼构件钢筋20;】t0.250270107屋面及防水工程28010701001001瓦屋面【水泥彩瓦,脊瓦;25*25挂瓦条,10*30顺水条】m2491.43629010410001001预制檩条m3 9.29730010702003001屋面钢性防水【30MM厚C20细石砼防水屋面;高强APP嵌缝膏;4厚SBS卷材】m2106.587310201楼地面工程32020101001001水泥砂浆地面【碎石垫层120厚;C15商品砼垫层60厚;1:2水泥砂浆面层20厚;】m2477.82233020102002001块料楼地面【碎石垫层120厚;C15商品砼垫层40厚;20厚干硬性水泥砂浆;5厚1:1水泥细纱浆结合;10厚地砖;】m220.00034020101001002水泥砂浆楼面【30厚细石砼找平,1:2水泥砂浆面层20厚;】m2403.03235020102002002块料楼地面【20厚1:3水泥砂浆找平层;聚氨酯三遍涂膜防水1.8厚(上翻300);20厚干硬性水泥砂浆;5厚1:1水泥细纱浆结合;300*300防滑地砖;】m255.02236020106003001水泥砂浆楼梯面【1:2水泥砂浆面层20厚;】m215.792370202墙、柱面工程38020201001001墙面一般抹灰【8厚1:2.5水泥砂浆面,12厚1;3水泥砂浆打底;】m2813.17339020201001002墙面一般抹灰【内墙10厚1：1：6混合砂浆底;5厚1：0.3：3混合砂浆面;】m22142.22840020204003001块料墙面【卫生间1.8m高;12厚1:3水泥砂浆底;6厚1:0.1:2.5混合砂浆结合层;200*300瓷砖;】m2222.37641020203001001零星项目一般抹灰【天沟12厚1:3水泥砂浆打底;8厚1:2水泥砂浆面;】m2306.080420203天棚工程43020301001001天棚抹灰【6厚1:0.3:3混合砂浆底,6厚1:0.3:3混合砂浆面;】m21000.742440204门窗工程45020402002001金属推拉门【铝合金半玻门;】m229.40046020402001001木门m253.00047020402005001铝合金推拉窗【铝合金推拉窗;】m2121.320480205油漆、涂料、裱糊工程49020506001001抹灰面油漆【内墙面;白水泥批嵌;】m21919.85250020506001002抹灰面油漆【天棚面;白水泥批嵌;】m21000.74251020506001003抹灰面油漆【外墙涂料】m21119.253工程量计算表工程名称：种猪场综合楼 编制人：xxx序号部位计算式计算结果小计10101土(石)方工程2010101001001平整场地【三类土;】m2466.25831-1660.24*7.74466.258466.2584【计算工程量】 466.258(m2)5010101002001挖土方【机械挖土(考虑工作面,不计放坡);三类土;挖土深度1.5M内;坑侧堆土;】m3207.15661,167.5*(0.48+0.2*2)*(1.3-0.15)*215.1815.1872,3,5,7,11,12,13,14,15(7.5-0.48-0.2*2)*(0.48+0.2*2)*(1.3-0.15)*960.29560.29588,9(7.5-0.24-0.2)*(0.48+0.2*2)*(1.3-0.15)*214.28914.2899A(4.0*7)*(0.48+0.2*2)*(1.3-0.15)*256.67256.67210B60*(0.48+0.2*2)*(1.3-0.15)60.7260.7211【计算工程量】 207.156(m3)12010103001001土(石)方回填【基坑基槽回填;三类土;密实度>0.94;】m3135.78213207.156207.15614-55.578-14.406-1.39-71.37415【计算工程量】 135.782(m3)160103砌筑工程17010301001001砖基础【MU10砼实心砖(HZ1);砖条基;M10水泥砂浆】m355.578181,167.5*0.24*(1.3-0.1+0.197-0.3)*23.9493.949192,3,5,7,11,12,13,14,15(7.5-0.24)*0.24*(1.3-0.1+0.197-0.3)*917.20317.203208,9(7.5-0.12)*0.24*(1.3-0.1+0.197-0.3)*23.8863.88621A(4.0*7)*0.24*(1.3-0.1+0.197-0.3)*214.74414.74422B60*0.24*(1.3-0.1+0.197-0.3)15.79715.79723【计算工程量】 55.578(m3)24010304001001空心砖墙、砌块墙【外墙;墙体厚度240;MU7.5砼多孔砖;M7.5混合砂浆;】m3132.43925一层103.32261,167.5*0.24*(3.6-0.3-0.12)*211.44811.44827A(4.0*7)*0.24*(3.6-0.3)*244.35244.35228B60*0.24*(3.6-0.3)47.5247.5229二层85.147301,167.5*0.24*(3.0-0.3-0.12)*29.2889.28831A(4.0*7)*0.24*(3.0-0.3)*236.28836.28832B60*0.24*(3.0-0.3)38.8839.57133(1.5-0.12+0.06)*2*0.24*1.00.69134扣门窗-41.83735M1020-1.0*2.0*22*0.24-10.560-10.56036M1520-1.5*2.0*3*0.24-2.160-2.16037C1515-1.5*1.5*12*0.24-6.480-6.48038C1215-1.2*1.5*44*0.24-19.008-19.00839C1206-1.2*0.6*21*0.24-3.629-3.62940扣GZ-11.33141-0.24*0.24*26*(3.6+3.0+0.06-0.3*2-0.12*2)*1.3-11.33142扣GL-2.86143-2.861-2.86144【计算工程量】 132.439(m3)45010304001002空心砖墙、砌块墙【内墙;墙体厚度120;MU7.5砼多孔砖;M7.5混合砂浆;】m335.20946一层7.01147(2.0-0.12)*2*(3.6-0.12)*0.12*5-0.7*2.0*5*0.12
