工程量清单计价法编制施工图预算实例

工程量清单计价法编制施工图预算实例一、设计说明本例为一单层砖混结构实习车间，建筑面积9678M2，室内标高000，室内外高差015M。1、基础工程采用条形砖基础，M5水泥砂浆砌筑；独立柱基础为C20钢筋混凝土现浇，C10混凝土垫层；C15钢筋混凝土地梁。2、主体工程内外墙均采用M5混合砂浆砌筑；屋面板及门窗过梁采用预制标准构件，预制构件C20，预应力构件C30；现浇钢筋混凝土构件，除注明者外，均为C20混凝土，构造柱扎根在地圈梁上，断面尺寸均为240240，配筋412、6200,按要求预留马牙槎并设拉钢筋与墙体拉接图中为一级圆钢,为二级螺纹钢。3、门窗本工程门窗均为塑钢门窗，详细尺寸见门窗明细表。4、楼地面工程地面为60厚C15混凝土垫层，20厚125水泥砂浆抹面压实赶光；散水宽10M，台阶长36M，与散水同宽，散水、台阶做法同地面，踢脚为120MM高水泥砂浆踢脚。5、屋面工程屋面工程做法从下到上为预制钢筋混凝土空心板KB36（3）、KB36（2）平放、16水泥焦渣最低低30厚，找2坡度，振捣密实，表面抹光、干铺200厚加气混凝土保温层表面平整扫净、20厚125水泥砂浆找平层、三毡四油一砂防水层。四角均设漏斗、水落管及下水口PVC排水。6、装饰工程名称编号洞口尺寸数量名称编号洞口尺寸数量塑钢门M115312塑钢窗C115215塑钢门M210312塑钢窗C2242111）外墙装饰外墙为干粘石墙面，白石子水刷石墙裙。2）内墙抹灰喷内墙涂料（大白奖）；2厚纸浆灰罩面；6厚13石灰膏砂浆；10厚13石灰膏砂浆打底。3）天棚抹灰喷顶棚涂料（大白浆）；2厚纸浆灰罩面；6厚139水泥石灰膏砂浆打底；刷素水泥浆一道（内掺水重35的107胶）钢筋混凝土预制板底用水加10火碱清洗油腻。二、施工组织说明1）本工程采用人工挖土，平整场地及回填土，挖地槽时不加工作面，挖地坑时工作面为03M，土壤为三类土。2）余土外运采用人工运输，运距40M。3）所有钢筋混凝土预制构件均在预制厂预制，运距10KM。三、图纸四、工程量计算基础数据1、门窗计算表门窗工程量计算表所在部位及面积M2门窗编号名称洞口尺寸MM樘数一樘面积M2总面积M2外墙内墙M1塑钢门15312465930930M2塑钢门10312310620620C1塑钢窗1521531515751575C2塑钢窗242115045045042、预制空心板及过梁计算表过梁及空心板分布统计表所在部位及体积M3构件名称单件体积M3数量总体积M3外墙内墙GLA41060065201300130GLA42460251102510251GLA71560133607980798预制过梁小计118KB36302818504504KB3620223066066预制空心板小计57五、工程量计算表清单工程量计算表序号项目编码项目名称计算式单位数量常用基数计算外墙外边线L外外墙中心线L中内墙净长线L内底层建筑面积S底建筑面积S1128858239724036536024810248581128S底MMMM2M2397238261122967896781010101001001平整场地SS底M296782010101003001挖基础土方条形基础土方V外111213538266198V内221013536054058105421293M374913010101003002挖基础土方独立柱基础土方V2323145M37674010403004001圈梁地圈梁体积宽高地圈梁长V中312684036V内0240241122065小计396M33965010301001001砖基础构造柱及地圈体积基础长折加高度）（设计基础高墙厚M323122316502139404V3865小计）（内中6010401002001独立基础506/BAABHBA111M32087010103001001土方回填（夯填）基槽回填土V挖土体积设计室外地坪以下埋设物体积7419767396231216642080530404065室外地坪以下独立基础（382603651122024）015室外地坪以上砖基础4425M344258010402001001矩形柱柱体积断面面积柱高04044508M30859010402001002矩形柱构造柱外墙四角处外墙B轴处内墙交接处柱体积断面面积（包括与砖咬接部分）柱高V中（024003）024024003454130V中（0240032）02445032V内（0240032）02402400345036小计198M319810010403004002圈梁33剖（内墙上）44剖（外墙上）55剖（外墙上）V宽高圈梁长V内330240251122067V中44024041080240252198V中55（024025012015）8120240242121小计386M338611010417002001预埋铁件砌体内加固钢筋字型6（12221250006）245/05102224411T0067字型字型2241250006245/051022210322411241250006345/0510222154小计66812010403002001矩形梁单梁L1L2V梁宽梁高梁长V0250581040242102V025047204024066小计168M316813010405008001雨篷V32406007M301414010403005001过梁（雨篷梁）V02505324M304115010405007001挑檐板V397240606007（39728057）023063M323816010410003001预制过梁见墙体埋件即空心板表附注M312017010412002001预制空心板见墙体埋件即空心板表附注M357018010416001001现浇混凝土钢筋以内122080012396386001708500519800381680043014002041003223800250410T041019010416001002现浇混凝土钢筋以内25208002839638600408501161980088168010140046041007423800590989T098920010416002001预制构件钢筋以内1612002757600190142T014221010416002002预制构件钢筋以外1612006257600430322T032222010302001001实心砖墙（370）V（墙长高度门窗洞口面积）墙厚钢筋混凝土构件体积V中（3826452505）03651981211303281024025201201555断面的板头体积07986（预制过梁体积）M3438323010302001002实心砖墙（240）V（墙长高度门窗洞口面积）墙厚钢筋混凝土构件体积1122450131124024036067013202511预制过梁体积M375324020402005001塑钢门钢门15M31M樘225020402005002塑钢门钢门10M31M樘226020406007001塑钢窗钢窗安装15M21M樘527020406007002塑钢窗钢窗安装24M21M樘128020108003001水泥砂浆台阶面36103007M215029020101001001水泥砂浆楼地面S（S净台阶平台部分）80123615M2822230010407002001散水S（L外台阶长）散水宽4散水宽散水宽3972361041010M2401231020105001001水泥砂浆踢脚线（3826403650243）11222024012044012独立柱M271932010702001001屋面卷材防水11417（39728042）023M21240833010702004001屋面排水管落水管长450154186M18634010803001001保温隔热屋面9678M2967835020301001001天棚抹灰S净梁侧面积8012（8102404）052（7202404）0429283（39724048）0481999324048156小计11438M21143836020201002001墙面装饰抹灰水刷石外墙裙M24340L外裙高M1宽2（裙高室内外高差）门洞口侧壁3972（10015）152（115015）154018门洞口侧壁37020201002002墙面装饰抹灰干粘石外墙L外（墙高室内外高差）门窗面积外墙裙面积门窗洞口侧壁3972（45015）25054340（1521）20185（C1洞口侧壁）（15312）0182（M1洞口侧壁）12622挑檐立面干粘石（39728048）（030060）1568M2141938020201001001墙面一般抹灰内墙抹灰（3826403650243）（45013）2505门窗面积1326211222024450131124门窗面积27453小计20715M22071539020202001001柱面一般抹灰（0404）2（45013）M2699施工工程量计算表序号定额编号项目名称计算式单位数量常用基数计算外墙外边线L外外墙中心线L中内墙净长线L内底层建筑面积S底建筑面积S1128858239724036536024810248581128S底MMMM2M239723826112296789678一、土方及基础工程1198人工平整场地SS底L外2169678397221619222M2192222123人工挖地槽深15M以内（三类干土）1932054810543610V1982521）（）（内中M374913155人工挖地坑深15M以内（三类干土）K0373/4517045137233/HKCB2KHAM3172641104回填土（夯填）V基槽回填土V挖土体积设计室外地坪以下埋设物体积74191726396231216642080530404065室外地坪以下独立基础（382603651122024）015室外地坪以上砖基础M3475151102室内回填土（素土垫层）V（S底L中墙厚L内墙厚）H96783826036511220240150088012015008M35616192人力车余土外运40MV741917264751561备注在清单组价时将土方量全部考虑到挖条形基础土方的余土外运中M339057199地面原土打底夯S96783826036511220248013M2801381100基槽原土打底夯S1238264591S10（3605405）（8105420）958M255499210537灰土基础垫层13782601V中长厚垫层宽垫层体积M31664872540185406301V2内1031M5水泥砂浆砖基础构造柱及地圈体积基础长折加高度）（设计基础高墙厚650213940214V386521内中）（M32312112120C10混凝土基础垫层V232301M30531257现浇C20钢筋混凝土独立柱基础50126/BAABHBA111M320813520C15现浇钢筋混凝土地圈梁地圈梁体积宽高地圈梁长V中3128436V内0240241122065M3396二、混凝土工程14513C20现浇混凝土矩形柱柱体积断面面积柱高04044508M308515516C20现浇混凝土构造柱外墙四角处外墙B轴处内墙交接处柱体积断面面积（包括与砖咬接部分）柱高V中（024003）024024003454130V中（0240032）02445032V内（0240032）02402400345036小计198M319816520C20现浇混凝土圈梁33剖（内墙上）44剖（外墙上）55剖（外墙上）V宽高圈梁长V内330240251122067V中44024041080240252198V中55（024025012015）8120240242121M3386小计38617518C20现浇钢筋混凝土单梁L1L2V梁宽梁高梁长V0250581040242102V025047204024066小计168M316818539C20现浇雨篷混凝土V32406007M301419521C20现浇混凝土过梁（雨篷梁）V02505324M304120548C20现浇混凝土挑檐V397240606007（39728057）023006M323821581C20预制过梁制作见墙体埋件即空心板表附注M312022586C30预制空心板制作见墙体埋件即空心板表附注M357623551混凝土台阶36103007M2150三、钢筋工程24426砌体内加固钢筋字型6字型字型（12221250006）245/051022244112241250006245/051022210322411241250006345/0510222154小计668TKG00672541现浇混凝土钢筋以内122080012396386001708500519800381680043014002041003223800250410T04102642现浇混凝土钢筋以内252080028396386T09890040850116198008816801014004604100742380059098927411预制构件钢筋以内1612002757600190142T014228412预制构件钢筋以外12006257600430322T0322四、砌筑工程29329M5混合砂浆外墙（一砖以上）V（墙长高度门窗洞口面积）墙厚钢筋混凝土构件体积V中（3826452505）03651981211303281024025201201555断面的板头体积07986（预制过梁体积）M3438330333M5混合砂浆内墙（一砖）V（墙长高度门窗洞口面积）墙厚钢筋混凝土构件体积1122450131124024036067013202511预制过梁体积M3753五、门窗工程311510塑钢门安装15M31M见门窗表，应为框外围面积M2930321510塑钢门安装10M31M见门窗表，应为框外围面积M2620331511塑钢窗安装15M21M见门窗表，应为框外围面积M21575341511塑钢窗安装24M21M见门窗表，应为框外围面积M2504六、楼地面工程351211C15混凝土垫层V地面面层面积垫层厚8222006M3493361225125水泥砂浆台阶面层36103007M2150371222地面20厚125水泥砂浆面层S（S净台阶平台部分）80123615M282223812172混凝土散水S（L外台阶长）散水宽4散水宽散水宽3972361041010M240123912102水泥砂浆踢脚3826403650243）11222024044独立柱719M25992七、构件运输及安装工程4073C20预制过梁运输（类预制构件运输）见墙体埋件即空心板表附注M312041722C20预制过梁安装见墙体埋件即空心板表M31204279C30预制空心板运输（类预制构件运输）见墙体埋件即空心板表附注M357043787C30预制空心板安装见墙体埋件即空心板表M3570八、屋面防水及保温隔热工程44121016水泥焦渣找坡S底（L外4檐宽）檐宽平均厚度9678（39724042）0428582/2003114178582/2003M21322459214加气混凝土保温层967802M31936461215125水泥砂浆找平层11417M211417479118三毡四油一砂防水层11417（39728042）023M212408489188PVC水落管落水管长450154186M186499190PVC水斗只4九、墙柱面及天棚工程5014112纸筋石灰砂浆面天棚普通抹灰挑檐底面抹灰雨篷底面抹灰S净梁侧面积8012（8102404）052（7202404）0429283（39724048）0481999324048156M211438511354水刷石外墙裙L外裙高M1宽2（裙高室内外高差）门洞口侧壁3972（10015）152（115015）154018门洞口侧壁M24340521360干粘石外墙L外（墙高室内外高差）门窗面积外墙裙面积门窗洞口M212622侧壁3972（45015）25054340（1521）20185（C1洞口侧壁）（15312）0182（M1洞口侧壁）531362挑檐立面干粘石（39728048）（030060）M2156854131内墙面抹灰（3826403650243）（45013）2505门窗面积1326211222024450131124门窗面积27453M220715551310独立柱抹灰（0404）2（45013）M26995616359天棚、墙面等喷大白1143820715699M232852十、脚手架工程57192外墙砌筑脚手架SL外外墙高39724517874M21787458192内墙砌筑脚手架SL内内墙高11224374903M24903591913现浇单梁浇捣脚手架S梁长梁高818656456633M26633601913独立柱脚手架S（柱周长36）柱高（04436）45柱高从室内地坪开始算起M2234061197满堂脚手架室内净面积M28012十一、模板工程622041地圈梁模板240632401821840879SM22353632011独立柱基础模板S21403M225264201混凝土基础垫层模板S23401M2092652026现浇矩形柱模板S混凝土接触面积0444508M2848662031现浇构造柱模板外墙四角处外墙B轴处内墙交接处模板高度算到圈梁底，按外露部分面积计算S0062414197S024006241148S0240062006441246小计591M2591672041现浇圈梁模板33剖（内墙上）44剖（外墙上）55剖（外墙上）S内33810242024360242025556S中44（1080242025）204（1080242）2（04007）155S中55（81024025）（810242）04（810242）04007892小计2997M22997682035现浇单梁模板S（8102404）（052025）（7202404）（042025）M21621692074现浇雨篷模板S32406M2194702043现浇过梁模板S3240504315025M2339712072现浇挑檐模板S397240606（3972806）0233551M235517220148C20预制过梁模板过梁模板过梁安装体积M21187320154C30预制空心板模板预制空心板模板预制空心板安装体积M2570十二、垂直运输74221垂直运输天45六、分部分项工程量清单综合单价分析表综合单价组成序号定额编号子目名称单位数量人工费材料费机械费管理费利润综合单价1010101001001平整场地M29678271706790326198平整场地10M219222136834216437222010101003001挖基础土方M374911318329158123人工挖地槽深15M以内（三类干土）M374911080270130192人力车余土外运40MM3390545611405518053010101003002挖基础土方M37672754689331155人工挖地坑深15M以内（三类干土）K037M31726122430614737744010301001001砖基础M32312434618396330116956131M5水泥砂浆砖基础M32312296414181247803385210537灰土基础垫层M3166419205857116509244248025010403004001圈梁M33964992167076121401672520（换）C15现浇钢筋混凝土地圈梁M33964992167076121401672243846010401002001独立基础M32082858212351601111553557现浇C20钢筋混凝土独立柱基础M320819501737714938614132120C10混凝土基础垫层M3053356215141423996478373447010103001001土方回填M344257931252311131104回填土（夯填）M347516721091950941102室内回填土（素土垫层）M356162406517208312628010402001001矩形柱M30854992180086321406675513C20现浇混凝土矩形柱M30854992180086321406675257139010402001002矩形柱M31988450184906322271109030933516C20现浇混凝土构造柱M31988450184906322271109010010403004002圈梁M33864992186836121401672520C20现浇混凝土圈梁M338649921868361214016722636011010403002001矩形梁M31683640180386121063510518C20现浇钢筋混凝土单梁M316836401803861210635102386312010405008001雨篷M30144810172688821423683539C20现浇混凝土雨篷M301448101726888214236832506613010403005001过梁（雨篷梁）M30416578187486121798863521C20现浇混凝土过梁（雨篷梁）M304165781874861217988632859914010405007001挑檐板M32386084192889871768849548C20现浇混凝土挑檐M323860841928898717688492897615010410003001预制过梁M31203796193092412769803351581C20预制过梁制作M31202548185272865135365073C20预制过梁运输（类预制构件运输）M31206244411018527021297722C20预制过梁安装M312062434111077292514045756316010412002001预制空心板M35704290215171201643242076586C30预制空心板制作M35703666212672884163878679C30预制空心板运输（类预制构件运输）M357062425070891928926787C30预制空心板安装M3570988301020437583644422317010416001001现浇混凝土钢筋T04103304628895357839707465934214841现浇混凝土钢筋以内12T04103304628895357839707465918010416001002现浇混凝土T098916614289858844062643006324182钢筋42现浇混凝土钢筋以内25T09891661428985884406264300619010416002001预制构件钢筋T014231824289567594494424532411预制构件钢筋以内16T01423182428956759449442453234130920010416002002预制构件钢筋T032216328289915801060852921412预制构件钢筋以外16T03221632828991580106085292132325921010417002001预埋铁件T0067662222883303268173738339426砌体内加固钢筋T006766222288330326817373833938353222010302001001实心砖墙M34383358814522242958460329M5混合砂浆外墙（370）M343833588145222429584601977023010302001002实心砖墙M3753327614449242880422333M5混合砂浆内墙（240）M37533276144492428804221926924010407002001散水M2401263701814805661734083212172混凝土散水10M240126370181485661734832276525020402005001塑钢门樘2585913221972616477901510塑钢门安装15M31M10M209301260028434315623541169914124126020402005002塑钢门樘239068814648410985271510塑钢门安装10M31M10M20620126002843431562354116999416127020406007001塑钢窗樘540666988449211405471511塑钢窗安装15M21M10M21575129082218551562361817367612928020406007002塑钢窗樘1650611181578718238751511塑钢窗安装24M21M10M205041290822185515623618173612180629020101001001水泥砂浆楼地面M282224824139170562134706461222地面20厚125水泥砂浆面层10M282222470439720666932121301211C15混凝土垫层M3493353615869434993476199地面原土打底夯10M2801324009908504130020108003001水泥砂浆台阶面M215013754376191933392218831225125水泥砂浆台阶面层10M20150730675523341910917551混凝土台阶10M2015064483006715992012966591131020105001001水泥砂浆踢脚线M271925434161052564931212102水泥砂浆踢脚10M599230524993063779374771832010702001001屋面卷材防水M21240843531150191140541215125水泥砂浆找平层10M211417182035782065072439116二毡三油10M2124082080205865202509118每增一毡一油10M2124085987273150072373733010702004001屋面排水管M18614132590351479188PVC水落管10M1861196273552991449190PVC水斗10只0498824348247119358234010803001001保温隔热屋面M2967853844820131380661210水泥焦渣找坡层M31322215850200975642719214加气混凝土保温层M31936122218974306147523735020301001001天棚抹灰M2114384512308701851174056314112天棚普通抹灰10M21143839522934185103449616359天棚喷大白10M21143856015314006795236020201002001墙面装饰抹灰M24340990663310139251112051354水刷石外墙裙10M243409906633113925111205200937020201002002墙面装饰抹灰M2141910185250212601251360干粘石外墙10M21262281385237206208610011362挑檐立面干粘石10M2156826598534123167073219194938020201001001墙面一般抹灰M22071541482230191085052131内墙面抹灰10M2207153588207719094545316359墙面喷大白10M220715560153140067817339020202001001柱面一般抹灰M26996384253501851642078811531310独立柱抹灰10M2069958242382185150272116359柱面喷大白10M20699560153140067七、分部分项工程量清单计价表金额/元序号项目编码项目名称单位工程数量综合单价合价A1土方工程1010101001001平整场地土壤类别三类土M296783722360222010101003001挖条形基础土方土壤类别三类土；条形砖基础外墙基础垫层底宽1200MM，挖土深度135M，内墙垫层底宽1000MM，挖土深度135M，弃土运距40MM3749118051352133010101003002挖独立柱基础土方土壤类别三类土；独立柱混凝土基础，垫层面积2300M2300MM,挖土深度145M，弃土运距40MM37673774289474010103001001土方回填回填土夯填M34425126255844小计元256026A3砌筑工程5010301001001砖基础条形砖基础，M5水泥砂浆砌筑，基础高12M；37灰土基础垫层厚300MMM32312248025734226010302001001实心砖墙（370）M5混合砂浆砌筑，高度为45M,砖