建筑工程量计算表.doc

工程量计算表工程名称：中南地质局综合办公大楼序号定额编号项目名称单位计算过程工程量101013人工平整场地100m2(568.89+（12.9+2）×2×2+（23.4+4）×2+（33.6+2）×2+（10.5-2）×2+（20.7+2）×2=816.89)/1008.169201003人工挖沟槽、基坑普通土深度2.0米内100m3(（2.1+2×0.1）×（2.1+2×0.1）×（2.4+0.1）×52=687.7)/1006.877301011人工夯填100m3(816.89-217.04=599.85)/1005.999401005人力或胶轮车运土30m以内100m3(687.7-599.85-143.87=-56.02)/1000.560501006人力或胶轮车运土每增加20m以内100m3(687.7-599.85-143.87=-56.02)/1000.560603009综合脚手架多层建筑物檐口高度10m以内100m2(3413.34)/10034.133704001砖基础水泥砂浆M1010m3(22.93+143.23+13.31+37.57=217.04)/1021.704804002女儿墙砖墙墙厚1/2砖混合砂浆M510m3(114×1×0.24=27.36)/102.736904003内外墙砖墙墙厚3/4砖混合砂浆M510m3(框架梁、柱占墙面面积：264×0.6+0.4×21.6×52=607.68门窗过梁：（1×113+1×2+2.4×1+2×4+1.8×125+1.5×16+1.5×12+1.5×107）×0.12×0.24=15.92实际砖砌体积：（250.5×21.6-797.49-15.92-607.68）×0.24=935.106)/1093.5111005007独立基础有筋砼现浇C20砾4010m3(2.1×2.1×2.4×52=550.368)/1055.0371105027矩形柱断面断面周长1.8m以内现浇C20砾4010m3(0.4×0.4×21.6×52=179.71)/1017.9711205027M矩形柱断面断面周长1.8m以内-模板10m3(0.4×0.4×21.6×52=179.71)/1017.9711305048基础梁现浇C20砾4010m3(2.1×2.1×0.45+2.4×0.16+1.05×1.05×0.35)×52=143.23)/1014.3231405049单梁、连续梁、现浇C20砾4010m3(KJL：0.25×0.6×12.9×13×6=150.93m3LL：0.25×0.6×（23.4×4+20.7×4）×6=158.76m3小计:150.93+158.76=309.69m3)/1030.9691505048M基础梁-模板9310m3(2.1×2.1×0.45+2.4×0.16+1.05×1.05×0.35)×52=143.23)/1014.3231605049M单梁、连续梁-模板9910m3(309.69)/1030.9691705050Z过梁现浇C20砾4010m3(1×113+1×2+2.4×1+2×4+1.8×125+1.5×16+1.5×12+1.5×107）×0.12×0.24=15.92)/101.5921805050M过梁-模板11010m3(15.92)/101.5921905055有梁板板厚10cm以内现浇C20砾4010m3(0.10×3413.34=341.3)/1034.1302005055M有梁板板厚10cm以内-模板9910m3(341.3)/1034.1302105071雨篷(普通)现浇C20砾4010m3(4.2×2.4×0.125=1.26)/100.1262205074天沟现浇C20砾4010m3(114×0.2×0.1=2.28)/100.2282305071M雨篷(普通)-模板19510m3(1.26)/100.1262405074M天沟-模板26110m3(2.28)/100.2282505149圆钢筋直径8mmt（12.9-0.02）/0.35+1×（0.25+0.6）×2+0.1×6×13×0.395=2096.3/10002.0962605150圆钢筋直径10mmt（3.6-0.02）/0.25+1×（0.4×4+0.1）×6×13×0.617=1253/10001.2532705168螺纹钢直径16mmt（12.9-0.02+0.25）×6×6×13×1.58=9709/1009.7102805170螺纹钢直径20mmt（3.6-0.02）×6×4×6×13×2.47=16553.34/100016.5532908010胶合板门(不带纱扇.带亮子)100m2(237.3)/100见门窗表2.3733008015半截玻璃门(不带纱扇.不带亮子)100m2(19.2)/100见门窗表0.1923108021全玻璃自由门(不带亮子)100m2(9.24)/100见门窗表0.0923208080铝合金推拉窗三扇带亮100m2(534.15)/100见门窗表5.3423308166镶板门、胶合板门带纱扇带亮子100m2(237.3)/1002.3733408173半截玻璃门不带纱扇不带亮子100m2(19.2)/1000.1923508177全玻璃门(不带纱扇)不带亮子100m2(9.24)/1000.0923608204铝合金五金配件(三扇推拉窗)樘260260.0003708089推拉门窗安装100m2(534.15)/1005.3423808181浴厕木隔断(带门)100m2(0.9×1.5×5×2×2×6=162)/1001.62039043L型执手扦锁把120120.0004009016垫层混凝土现浇C10砾4010m3(3413.34×0.06=204.8)/1020.4804109022细石混凝土找平层30mm现浇C20砾10100m2(3413.34×0.1=341.3)/1003.4134209032水磨石楼地面嵌条12mm水泥白石子浆1:2100m2(7.5×7.5+10.5×2.1+20.7×2.1=121.77)/1001.2184309048防滑条金属条100m(2.6×12×2×5+1.4×12×2×5=480)/1004.8004409061瓷质地砖楼地面每块周长800mm以内100m2(4.2×3.6×6=90.72)/1000.9074509064瓷质地砖楼地面每块周长2000mm以内100m2(3413.34-121.77-90.72=3200.9)/10032.0094609066瓷质地砖楼梯100m2(0.3×2.6×12×2×5+1.4×0.3×2×5=144)/1001.4404709068瓷质地砖踢脚100m2(136.5×0.1=136.5)/1000.1374809126铝合金栏杆10m(12×2×3/sin（arctg1.8/2.7）=144)/1014.4004909121活动地板木质100m2(10.5×5.4=56.7)/1000.5675010007小波石棉瓦(混凝土檀上)100m2(568.89×1.414=804.41)/1008.0445110021石油沥青玛蹄脂卷材屋面二毡三油100m2(804.4)/1008.0445210056铸铁雨水口直径100mm10个(6)/100.6005310069PVC塑料排水管管径110mm10m(21.6×6=129.6)/1012.9605410071玛蹄脂卷材二毡三油平面100m2(804.4)/1008.0445510033石油沥青改性卷材热贴满铺一胶一毡100m2(804.4)/1008.0445612001墙面、墙裙石灰砂浆二遍砖墙100m2(136.5×21.6=2948.4)/10029.4845712062粘贴块料石板(水泥砂浆粘贴)柱面100m2(3.6×0.4×4×6×8=299.56)/1002.9955812083瓷板(粘结剂粘结)满铺100m2(114×21.6=2462.4)/10024.6245912158混凝土面天棚水泥砂浆现浇100m2(3413.34×0.05=170.68)/1001.7686012503仿瓷涂料二遍100m2(2813.4)/10028.1346114001多层建筑物超高增加费在30米以内1m2568.89568.89062G-170大理石洗漱台(双孔)个66.00063G-102石材包圆柱(包圆柱)10m2(1.43)/100.1436411217墙体保温沥青矿渣棉厚100mm10m3(2948.4)/10294.840合计(元)编制人：李小英日期：2005年6月