【办公楼】300㎡办公楼土建工程量计算及2008工程量清单计价编制

工程量清单与计价应用毕业设计一、施工图纸某办公楼建筑工程施工图目录序号图号名称1建施01建筑设计说明2建施02门窗明细表3建施03一层平面图4建施04二、三、四层平面图5建施05屋顶平面图6建施0611剖面图7建施7台阶详图散水详图建筑设计说明1本工程建筑面积30000M2。2本设计标高以M为单位，其余尺寸以MM为单位。3砖墙体在标高0060M处做12水泥砂浆加5防水剂的防潮层20厚。4各层平面图中，墙体厚度除注明者外，均为240厚。5盥洗室地面标高比楼地面标高低20MM，阳台、楼梯间入户地面标高比楼地面标高低30MM。6安装铝合金窗时按墙中线安装，所有平开门在门后均安装固门器。7天沟内采用C20细石混凝土找坡1，厚度为20MM（最薄处），屋面、天沟防水涂膜采用聚氨酯涂膜。8雨篷、窗台线等构件，凡未注明者，其上部抹20MM厚12水泥砂浆并按1找排水坡，底面抹15MM厚12水泥砂浆，面刷仿瓷涂料三遍，并做20MM宽滴水线。9凡木材与砌体接触处，均涂防腐剂。10落水管及雨水口材料为镀锌铁皮。建筑装饰做法说明表项目名称做法说明散水1、素土夯实2、150厚37灰土夯实3、60厚C20细石混凝土撒11水泥细砂压实抹光M4坡道（长为12M,宽为16M）1、素土夯实2、300厚37灰土3、60厚C20混凝土随捣随抹平（表面撒11干水泥砂子压实抹光）地面及楼梯间入户地面1素土夯实2150厚37灰土夯实380厚C15混凝土4、30厚12干硬性水泥砂浆结合层520厚大理石面层,11水泥细砂浆擦缝、刷草酸、打蜡盥洗室地面1素土夯实2150厚37灰土夯实360厚C15混凝土4刷素水泥浆结合层520厚13干硬性水泥砂浆找平层611水泥细砂浆粘贴防滑地板砖面层楼面1钢筋混凝土楼板2刷素水泥浆一道320厚12干硬性水泥砂浆结合层410厚铺地砖，稀水泥浆填缝盥洗室楼面1钢筋混凝土楼板2刷素水泥浆结合层318水泥炉渣充填（卫生间）460厚C20细石混凝土（卫生间）520厚13干硬性水泥砂浆找平层611水泥细砂浆粘贴防滑地板砖面层楼梯面层同楼面踢脚16厚125水泥砂浆找平扫毛25厚11水泥细砂浆压实抹光3面层同地面、楼面，高度150MM盥洗室内墙面16厚13水泥砂浆打底扫毛26厚125水泥砂浆找平扫毛36厚10125水泥石灰膏砂浆结合层43厚陶瓷墙地砖胶粘剂粘贴内墙釉面瓷砖,稀白水泥浆擦缝其他内墙面17厚13水泥砂浆打底扫毛27厚13水泥砂浆找平扫毛36厚125水泥砂浆压实抹光4满刮腻子两遍,乳胶漆三遍外墙面17厚13水泥砂浆打底扫毛2刷素水泥浆一道312厚1022水泥石灰膏砂浆结合层43厚T920瓷砖胶粘剂贴612厚面砖,用J924砂质勾缝剂勾缝天棚1钢筋混凝土楼板底用水加10火碱清洗油腻2刷素水泥浆一道39厚1033水泥石灰膏砂浆打底扫毛49厚10325水泥石灰膏砂浆罩面5满刮腻子一遍6刷乳胶漆三遍屋面1预应力钢筋混凝土空心板230MMC20细石混凝土整浇层3保温层采用112水泥膨胀珍珠岩（最薄处40MM厚）413水泥砂浆找平15MM厚5屋面采用PVC橡胶防水卷材。油漆木门和门窗套刮透明腻子两遍,刷底油一遍,聚脂清漆两遍门窗明细表门窗名称洞口尺寸宽高（MM）门窗数量采用图号C1357023002全玻固定窗白玻12MMC218001500803J6032WPLC80J57403C36001500803J6032WPLC80J65604C434601800303J6032WPLC80J60361C515001500603J6032WPLC80J42483C635701800303J6032WPLC80J60361M1300027001L03J602铝合金地弹簧门DLM10036K/93M21000210018胶合板门M380021009塑钢门M4100021001钢防盗门建施02门窗明细表建施01建筑设计说明、03、10、2、1、04、10、D10、4、1、0、05、720、13、6C5、0372、30、12、8C57、60、C2、1537、4、,20、某办公楼结构工程施工图目录序号图号名称1结施01结构设计说明2结施02基础平面结构布置图3结施03ZJ1、ZJ2大样图11、22、33、44剖面图4结施04J1、J2基础详图5结施05二三四层楼面结构布置图GZ、QL大样图6结施06B配筋图YP1、YP2大样图7结施07屋顶结构布置图TGL11、TGL22详图8结施08楼梯配筋图TKL1剖面图结构设计说明一、一般说明1全部尺寸除注明外，均以“MM”为单位，标高以“M”为单位；2本工程0000为室内地面标高，相当于测量标高；二、抗震设计及防火要求1本工程按三级抗震设防；2本建筑物耐火等级为二级。三、地基基础部分1基础120M以上为普通土，以下为坚土；基底扦探，灌沙后夯实；2条形基础垫层为37灰土（就地取土）。四、钢筋混凝土结构部分1现浇部分（1）各部分钢筋混凝土强度等级用料见下表。结构部位混凝土强度等级钢筋柱基垫层C15基础C30I楼梯C20I构造柱C20I柱C25I、II板、框架梁、单梁C20I、II混凝土保护层厚度柱基35MM,梁柱25MM，板15MM。（2）单向板底筋的分布筋及单向板、双向板支座筋的分布筋，除图中注明外，屋面及外露结构用6200，楼面用6200；（3）双向板的底筋，短向筋放在底层，长向筋放在短向筋之上。（4）各楼层的现浇端跨板的端角处（包括嵌固于承重墙内或支承于框架梁之上），在13短向板跨范围内，用不少于8100双向筋。（5）钢筋混凝土圈梁设置详见平面图，配筋详见大样图，纵筋搭接长度为30D，在转角处、丁字交叉处，设12附加钢筋，详见下图结施011结构设计说明（6）钢筋混凝土柱与砌体的连接应沿钢筋混凝土柱高度每隔500MM预埋26钢筋，锚入混凝土柱内200MM，外伸1000MM，若墙垛长度不足上述长度时，则伸入墙内长度等于墙垛长，且末端弯直钩。（7）钢筋混凝土构造柱（GZ），位置见结构平面图，构造柱需先砌墙后浇筑，砌墙时沿墙高每隔500MM设26钢筋，埋入墙内1000MM。（8）构造柱支承于基础钢筋混凝土梁上，钢筋锚入梁内30D，钢筋可以在梁面处搭接，但有条件时尽量不搭接。（9）下水管道及设备孔洞均需按平面图示位置及大小预留，不得后凿。（10）有反梁结构的屋面或雨篷，需按排水方向、位置及大小预留过水洞，不得后凿。2预制部分（1）预制构件除大样图有注明混凝土强度等级外，其余均用C20混凝土。（2）预制构件制作时，上下水管道或其他设备孔洞，均需按图示位置预留，不得后凿。（3）全部预制构件安装铺放，应先将支座用水淋湿，再用C20厚13水泥砂浆坐砌。（4）预应力空心板采用国标03SG4351。（5）预应力空心板间现浇板带每处上、下各放置钢筋6200，如板宽超过500MM，则板底放置横向钢筋6200。3砖砌体部分（1）毛石条形基础，M50水泥砂浆砌筑；（2）墙体用煤矸石多孔KP砖（24011590），M50的混合砂浆砌筑；（3）砖墙内的门洞、窗洞或设备留孔，其洞顶均需设钢筋混凝土过梁，过梁选用03G3221中GL4XX2或GL2XX2。结施012结构设计说明、10、02512378ABACDEFGEFG1846、1502150822ZJ150GDZJ1503125、357M12、03ZJ12、4、04J12、06BYP12、235GZGZL21B1、0YP210、06BYP12、235GZGZL21B1、0YP2101468、1202101、283TKL1TKL1、1、20、08TKL1、H2BHNH180CD、TB1、CDN1B270H64ALH12708123010、二、工程量清单1、建筑工程清单工程量计算表工程名称某营业楼建筑第页共页序号项目编码及名称特征计算式单位工程量建筑面积一层（1176024）（1226024）15000总建筑面60000外墙中心线长度（未扣柱）L外（11761226）24804MM4804外墙外边线长度W480402444900MM4900内墙净长度一层240内墙一层120内墙二三四层240内墙二三四层120内墙（未扣柱）N2411765162243802442732MN122415024012006348MN242（1176717765651624380246）X312642MN1221215024X3738MM2732348126427381010101001001平整场地土壤类别普通土同一层建筑面积M150002010101003001挖基础土方1土壤类别综合2基础类别独立3挖土深度13MZJ11701701341503ZJ21708134707M22103010101003002挖基础土方1土壤类别综合2基础类别条形3挖土深度13MJ1（480427320251740840388）100138134J224100150503607206088M82224010103001001土方回填（基础夯填）ZJ1、222117911（05050506）0054114J1、J2822241661938（48042732025038）024005203M3175010103001002土方回填（室内夯填）（1176024）（1226024）27320243480120172235M223560103040010011、墙体类型双面混水墙2、墙体厚度240MM3、品种、规格煤矸石多孔砖240115904、砂浆强度等级、配240外墙4804（143015018）68563M扣218158216C30615872C43461831868C515156135C63571831928M1302781M4102121M2027合比M50混合砂浆扣门窗小计10688MQL,024024（1176516226120245）3294GL,0240182340402401211401302401820009YP1024045（1176024032）118YP202403515013Z1、203024（705015018）203024（322015）4198GZ024024（705018015）9364LL1024035（1176032024）2183LL2024035（71024）2115LL2A024035（26024）02B1翻起0560241080202410802扣构件小计0980401300911801319836418311502021191MV外11149M240内墙2732（357015）10163421436345511扣C218158216C515156135M2102118378M3082191512扣门窗小计8802MQL024024（516302432423820244）3453GL024018231010240182000902401215180778024012139034Z103024（717015）2105GZ024024（717015）042LL1A02404（1176024032）221KL102406（7102456）179扣构件小计15101009077803410504221179818MV内9112MVV外V内2027M70103040010021墙体类型混水墙2厚度120MM3煤矸石多孔砖240115904砂浆强度M50混合砂浆120内墙348（35504021）1308M246（717355）32671M扣门M3082191512M扣过梁012012139017MV（130826711512）0115006278MM2788010305001001石基础1种类毛石2深度13M3类型条形4、砂浆强度M50水泥砂浆J1（080405055）（48042732025）4499扣独基（0250815015081002505100305050408060550506）4391J204204348058小计44993910584166MM41669AB00100137灰土垫层1厚度300MM2土质就地取土J11003（480427320251540640388）010110161909J207202（2415053036）029M193810010401002001独立基础1混凝土强度C30砼ZJ115150451010040505044605ZJ215060451006040506044306M91111010401006001垫层混凝土强度C15砼ZJ11717014116ZJ21708014054M1712010402001001矩形柱1高度717M、357M2混凝土强度C25砼Z10304（71704）4363Z20303（35704）4143M50613010402001002构造柱1高度717M2强度C20砼024024（717015）10422MM42214010403002001矩形梁1梁底标高2梁截面250600、250400、250350、2503003混凝土强度C20砼KL1（71024）025066618L4（51025）025043147LL1（1176032024）0250356573LL1A（1176024032）025043327LL2A26024025035021L3136024025036102TKL1（03）（26024）02503021M180915010403004001基础圈梁1梁底标高05M、045M3混凝土强度C20J1240350（48042732025038）0240350101024160250240152609J212024034801202401M61916010403004002圈梁1梁底标高321M、681M2梁截面2402403混凝土强度C20一层（321）1176260243516024424380242108138024024181二三四层516382402430240243183TGL（48040320248）02403012013（1226024）687M123417010403005001过梁1梁底标高18M2混凝土强度C20YP215035024013MM01318010405001001有梁板1板底标高2板厚100MM80MM3混凝土强度C20B3117602471024013237YPL1176024032025045123LL2（71024032）025035666LL1A（1176024032）02504333LL1B（117601820252）0250256408KL1（71024）025053516LL3（7760252）0250253135B124024（38024）0083186L1（150120075）0150323018L2（24024）015032303上翻梁（1215012200752）02406404（120123802424012230075）02402044M48619010405003001平板1板底标高2板厚100MM3混凝土强度C20（336024）（516024）013582MM58220010405007001挑檐板混凝土强度C20（4900064）0601308翻檐（49000568）00802086M39421010405008001雨蓬混凝土强度等级C20YP1（1176024）15012216翻檐（1176024132）（0401201）0201010215114YP21509008011M34122010405009001其他板1构件类型补空板2混凝土强度C20砼26（035032015）01202624（006015）01200634（015015）012012M06533601501200640012012013760101200523010406001001直形楼梯混凝土强度等级C20（26024）（270252）32265226524010407002001散水1垫层150厚37灰土2面层厚度60厚C20细石砼随打随抹（11760722125216）062196219625010407002002坡道1垫层300厚37灰土260厚C20砼随捣随抹161219219226010410003001过梁1构件类型现场预制过梁2混凝土强度C20砼GL4182230240189089GL4062110240124013GL415220240182017GL41021502401218078GL4082130240122007GL2080130120123006M2127010412002001空心板1类型预应力空心板2混凝土强度C30砼YYB24510092（29）101仿YYB2451（长26M）0092/238258（119）11M21128010412002002空心板1构件类型预应力空心板2安装高度357M、717M3混凝土强度C40砼仿YYB3352（长34M）0127/328338（99）236仿YYB3352（长336M）0127/3283349116仿YYB3951（长4M）015/388398（88）246仿YYB3961（长4M）0179/388398（44）147仿YYB3651（长376M）0139/3583748116仿YYB3661（长376M）0165/3583744069M9329010416001001现浇砼钢筋级钢利用计价软件计算，见计算表。T1219330010416001002现浇砼钢筋级钢利用计价软件计算，见计算表。T117631010416002001预制砼钢筋利用计价软件计算，见计算表。T136332010702001001屋面卷材防水1201251500150033010702002001屋面天沟涂膜防水1品种聚氨酯涂膜2C20细石砼找坡06（120125062）23084308434010702003001屋面刚性防水雨蓬顶212水泥砂浆20MMYP113120041508Y20915135164335010702004001屋面排水管D110镀锌铁皮（144045）4594M59436010703003001防潮层1部位墙基2配合比12水泥砂浆加5防水剂（因无砖基础子项，故单独列此项）480427320241809348012042185137010803001001保温、隔热屋面同屋面卷材防水工程量1502、钢筋工程量计算表（1）钢筋汇总表按类型工程名称某营业楼第页共页序号类型规格理论重量（KG）损耗系数重量（T）名称1现浇级钢69001091现浇构件圆钢筋652现浇级钢8156011563现浇构件圆钢筋83现浇级钢1090010911现浇构件圆钢筋104现浇级钢12384013881现浇构件圆钢筋125小计72656现浇级钢121001010现浇构件螺纹钢筋127现浇级钢1415010154现浇构件螺纹钢筋148现浇级钢16450014538现浇构件螺纹钢筋169现浇级钢1840101408现浇构件螺纹钢筋1810现浇级钢2013501137现浇构件螺纹钢筋2011现浇级钢22150111516现浇构件螺纹钢筋2212小计117613现浇箍筋6281012818现浇构件箍筋6514现浇箍筋821001211现浇构件箍筋815小计492816预制级钢8301003预制构件圆钢筋8绑扎17预制级钢105401054预制构件圆钢筋10绑扎18预制级钢12600106预制构件圆钢筋12绑扎19预制级钢1415010155预制构件圆钢筋14绑扎20小计132521预制级钢6181001822小计001823预制箍筋62010020预制构件箍筋6524小计002025合计25298（2）钢筋明细表工程名称某办公楼第页共页序号构件名称数量筋号规格图形计算式长度根数重量1B31横向底筋811760125D1186035163962B31纵向底筋87100125D720078221833B31负筋3860070707404713744B31负筋4860070707404713745B31负筋586007070740782286B31负筋6860070707405415787B31横向负筋分布筋66850125D6925610848B31纵向负筋分布筋611510125D11585618149B32负筋710120070701340781289810B32负筋81012007070134035578711B31负筋1012007070134051421712B31小马凳1215070210024902191413TB12底筋123359125D350911685514TB12下负筋12701064180625D138911271415TB12上负筋12701105180625D143011279416TB12分布筋81100125D120036341317TKL13上部钢筋16279025025032902311918TKL13下部钢筋18279025025032903592219TKL13箍筋82200250278D112213172920B21横向底筋103360125D348534731121B21纵向底筋125160125D5310221037422B21负筋312850707099039342923B21负筋412850707099039342924B21负筋51219007070204025452925B21负筋612850707099025219826B21横向负筋分布筋64915125D49908104227B21纵向负筋分布筋63120125D319513108428B21小马凳1215070210024901460929B11横向底筋82400125D250015148130B11纵向底筋82300125D240012113831B11负筋3860050507001130432B11负筋4860050507001130433B11负筋5860050507001233234B11负筋6860050507001233235B11横向负筋分布筋62105125D2180634136B11纵向负筋分布筋62160125D223563537B11小马凳12150502100245041638B12横向底筋81200125D130010102739B12纵向底筋81500125D1600675840B12负筋384005050500727741B12负筋484005050500727742B12负筋584005050500623743B12负筋684005050500623744B12横向负筋分布筋61305125D1380428845B12纵向负筋分布筋61005125D1080422646B12小马凳12150502100245021647补空板0162600125D267516111748补空板0262400125D2475638849补空板0363400125D3475872650补空板0463360125D3435435951补空板0564000125D4075442552补空板0663760125D38352253KL121上部贯通筋2215D375686037515D82702985854KL121下部贯通筋2215D375686037515D827031478755KL121箍筋182200550278D172244598656KL121吊筋1163203203502550141254612965457KL121上部贯通筋229506860950876021044258KL121下部贯通筋12215D375686037515D827031478759KL121箍筋182200550278L1213上部贯通筋11615D2491152024915D124992789961LL1213下部贯通筋11612D1152012D1190431128562LL121箍筋182200300278D122224231763LL122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5Z14边柱顶层H边中部筋416360050035D25251523179216Z14箍筋182250350278D142230674217Z14箍筋28350278D572302711218Z14箍筋38250278D472302237219Z24基础角筋18250125035500196546288220Z24基础H边中部筋1825012503550035D259524152221Z24箍筋82250250278D12223579222Z24边柱顶层角筋11839705001534D350403826461223Z24边柱顶层角筋218397050032512D350366125858224Z24边柱顶层H边中部筋418397050035D32512D35030312485225Z24箍筋82250250278D1222203862226GZ10基础角筋1230D434D625D95643396227GZ10箍筋6219019078D1509573749228GZ10中间层角筋123720434D125D4391415597229GZ10箍筋6219019078D150957276744230GZ10顶层角筋112360030D300125D3810413533231GZ10箍筋6219019078D150957266494232GZ5拉结筋6120014012006060266014486233GZ5拉结筋16120014012006060266014486234GZ15拉结筋6224040402320288477235GZ15拉结筋16120014012006060266014486236Z12拉结筋6230040402380303727237Z112拉结筋6230040402380101242238Z24拉结筋6230040402380143479239TG12梁纵筋16120001200051896240TG12梁箍筋6250190210038D1033613289241TG12受力筋68052608511501217264242TG12底板分布筋612600125D1267531985243TG12转角放射筋6116285851332107244TG12转角放射筋6973858511432119245TG12转角放射筋6848858510182106246TG12转角筋6537200200125D10122106247TG22梁纵筋1612500125008316248TG22梁箍筋62502120701902125D1145643825249TG22受力筋668526050851080854792250TG22底板分布筋613100125D1317532063251TG22转角放射筋6116285851332107252TG22转角放射筋6973858511432119253TG22转角放射筋6848858510182106254TG22转角筋6537200200125D10122106255TGL1梁纵筋165380053800434002256TGL1梁箍筋627050210038D7633607169257YP11梁上部筋14119801198022899258YP11梁下部筋18119801198024792259YP11梁箍筋6400200210038D1353612154260YP11受力筋12171510525520758114925261YP11底板分布筋61198095951217092859262YPTL1梁上部筋1214580125D1473022616263YPTL1梁下部筋16145801458036911264YPTL1梁箍筋6350150210038D1153742227265YP10纵向筋61458125D1533208266YP10拉结筋6170278D33798862267YP10柱筋840040060948268YPL0拉结筋6200278D36761584269YP21梁上部筋22145014502864270YP21梁下部筋22145014502864271YP21梁箍筋8300190210038D11105219272YP21受力筋1010903585625D127311864273YP21底板分布筋61450125D152562393、装饰工程清单工程量计算表工程名称某办公楼装饰第页共页序号项目编码及名称特征计算式单位工程量1020102001001石材地面一层大理石地面，见“建筑装饰做法说明表”室内150（48042734）02421635612422124222020102001002石材地面门口处大理石地面，见“建施10台阶详图”门口处（1203）（120092）9189183020102002001块料楼地面盥洗室防滑地板砖地面，见“建筑装饰做法说明表”一层盥洗室防滑地板砖地面2163563480127277274020102002002块料楼地面盥洗室防滑地板砖楼面，见“建筑装饰做法说明表”二三四层盥洗室防滑地板砖楼面2163563（12006）（15006）3181518155020102002003块料楼地面二层卫生间防滑地板砖楼面，见“建筑装饰做法说明表”二三四层卫生间地砖楼面（炉渣充填）（12006012）（15006012）34054056020102002004块料楼地面二三四层地砖楼面，见“建筑装饰做法说明表”1503（48044214）0243216356236（12227025012）333333333337020105002001石材踢脚线高度150大理石面层办公大厅（117602471024）2301001400683364仓库（336340242）2（516024）410301601623016楼梯间（516024）2（50024）2130801801621668S（336430161668）015120713098020105003001块料踢脚线高度150地砖面层办公室（7102