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96.78m2，室内标高±0.00，室内外高差-0.15m。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240×240，配筋412、6@200,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、门窗名称编号洞口尺寸数量名称编号洞口尺寸数量塑钢门M-11.5×3.12塑钢窗C-11.5×2.15塑钢门M-21.0×3.12塑钢窗C-22.4×2.11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1：2.5水泥砂浆抹面压实赶光；散水宽1.0m，台阶长3.6m，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、1：6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1：2.5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1）外墙装饰：外墙为干粘石墙面，白石子水刷石墙裙。22 2）内墙抹灰：喷内墙涂料（大白奖）；2厚纸浆灰罩面；6厚1：3石灰膏砂浆；10厚1：3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1：3：9水泥石灰膏砂浆打底；刷素水泥浆一道（内掺水重3%～5%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0.3m，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22 四、工程量计算基础数据1、门窗计算表门窗工程量计算表门窗编号名称洞口尺寸m×m樘数一樘面积(m2)总面积(m2)所在部位及面积(m2)外墙内墙M-1塑钢门1.5×3.124.659.309.30M-2塑钢门1.0×3.123.106.206.20C-1塑钢窗1.5×2.153.1515.7515.75C-2塑钢窗2.4×2.115.045.045.042、预制空心板及过梁计算表过梁及空心板分布统计表构件名称单件体积(m3)数量总体积(m3)所在部位及体积(m3)外墙内墙预制过梁GLA41060.06520.1300.130GLA42460.25110.2510.251GLA71560.13360.7980.798小计1.18预制空心板KB36(3)0.28185.045.04KB36(2)0.2230.660.66小计5.722 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S(11.28＋8.58)×239.72－4×0.365(3.6－0.24)＋(8.1－0.24)8.58×11.28S底mmmm2m239.7238.2611.2296.7896.781010101001001平整场地S=S底m296.782010101003001挖基础土方条形基础土方V外1-1=1.2×1.35×38.26=61.98V内2-2=1.0×1.35×[(3.6―0.54―0.5)+(8.1－0.54×2)]=12.93m374.913010101003002挖基础土方独立柱基础土方V=2.3×2.3×1.45m37.674010403004001圈梁地圈梁体积=宽高地圈梁长V中=V内=0.240.2411.22=0.65小计3.96m33.965010301001001砖基础m323.1222 6010401002001独立基础m32.087010103001001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=74.19+7.67-3.96-23.12-16.64-2.08-0.53-0.40.40.65(室外地坪以下独立基础)+（38.260.365+11.220.24）0.15((室外地坪以上砖基础)=44.25m344.258010402001001矩形柱柱体积=断面面积柱高=0.40.4(4.5+0.8)m30.859010402001002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=[（0.24+0.03）0.24+0.240.03]4.54=1.30V中=（0.24+0.032）0.244.5=0.32V内=[（0.24+0.032）0.24+0.240.03]4.5=0.36小计1.98m31.9810010403004002圈梁3-3剖（内墙上）4-4剖（外墙上）5-5剖（外墙上）V=宽高圈梁长V内3-3=0.240.2511.22=0.67V中4-4=0.240.4(10.8-0.24-0.25)2=1.98V中5-5=（0.240.25+0.120.15）(8.12-0.24-0.242)=1.21小计3.86m33.8611010417002001预埋铁件砌体内加固钢筋∟字型（1.222+12.50.006）2(4.5/0.5+1)0.2224=41.1t0.06722 字型字型(2.24+12.50.006)2(4.5/0.5+1)0.222=10.3(2.24+1.124+12.50.0063)(4.5/0.5+1)0.222=15.4小计66.812010403002001矩形梁(单梁)L1L2V=梁宽梁高梁长V=0.250.5(8.1-0.4+0.242)=1.02V=0.250.4(7.2-0.4-0.24)=0.66小计1.68m31.6813010405008001雨篷V=3.240.60.07m30.1414010403005001过梁（雨篷梁）V=0.250.53.24m30.4115010405007001挑檐板V=(39.72+40.6)0.60.07+（39.72+80.57）0.230.63m32.3816010410003001预制过梁见墙体埋件即空心板表附注m31.2017010412002001预制空心板见墙体埋件即空心板表附注m35.7018010416001001现浇混凝土钢筋以内2.08×0.012＋(3.96+3.86)×0.017＋0.85×0.05＋1.98×0.038＋1.68×0.043＋0.14×0.02＋0.41×0.032＋2.38×0.025=0.410t0.41019010416001002现浇混凝土钢筋以内2.08×0.028＋(3.96+3.86)×0.04＋0.85×0.116＋1.98×0.088＋1.68×0.1＋0.14×0.046＋0.41×0.074＋2.38×0.059=0.989t0.98920010416002001预制构件钢筋以内1.2×0.027＋5.76×0.019=0.142t0.14221010416002002预制构件钢筋以外1.2×0.062＋5.76×0.043=0.322t0.32222010302001001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=（38.264.5-25.05）0.365-1.98-1.21-1.3-0.32-(8.1-0.24-0.25)20.120.15(5-5断面的板头体积)-0.7986（预制过梁体积）m343.8323010302001002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=[11.22(4.5-0.13)-11.24]m37.5322 0.24-0.36-0.67-(0.132+0.2511)(预制过梁体积)24020402005001塑钢门钢门1.5m3.1m樘225020402005002塑钢门钢门1.0m3.1m樘226020406007001塑钢窗钢窗安装1.5m2.1m樘527020406007002塑钢窗钢窗安装2.4m2.1m樘128020108003001水泥砂浆台阶面3.61.0-3.00.7m21.5029020101001001水泥砂浆楼地面S=（S净+台阶平台部分）=80.12+(3.6-1.5)m282.2230010407002001散水S=（L外-台阶长）散水宽+4散水宽散水宽=(39.72-3.6)1.0+41.01.0m240.1231020105001001水泥砂浆踢脚线[（38.26-40.365-0.243）+(11.222-0.24)]0.12+0.440.12(独立柱)m27.1932010702001001屋面卷材防水114.17+（39.72+80.42）0.23m2124.0833010702004001屋面排水管落水管长(4.5+0.15)×4=18.6m18.634010803001001保温隔热屋面96.78m296.7835020301001001天棚抹灰S净+梁侧面积=80.12+（8.1-0.24-0.4）0.52+（7.2-0.24-0.4）0.42=92.83（39.72+40.48）0.48=19.993.240.48=1.56小计114.38m2114.3836020201002001墙面装饰抹灰水刷石外墙裙L外裙高-M1宽2（裙高-室内外高差）+门洞口侧壁=39.72（1.0+0.15）-1.52（1.15-0.15）+1.540.18(门洞口侧壁)m243.4037020201002002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=39.72（4.5+0.15）-25.05-43.40+（1.5+2.1）20.185（C1洞口侧壁）+（1.5+3.12）0.182（M1洞口侧壁）=126.22挑檐立面干粘石m2141.922 （39.72+80.48）（0.3+0.060）=15.6838020201001001墙面一般抹灰内墙抹灰（38.26-40.365-0.243）（4.5-0.13）-25.05(门窗面积)=132.62(11.222-0.24)(4.5-0.13)-11.24(门窗面积)2=74.53小计207.15m2207.1539020202001001柱面一般抹灰（0.4+0.4）2（4.5-0.13）m26.99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S(11.28＋8.58)×239.72－4×0.365(3.6－0.24)＋(8.1－0.24)8.58×11.28S底mmmm2m239.7238.2611.2296.7896.78一、土方及基础工程11-98人工平整场地S=S底+L外×2+16=96.78+39.72×2+16=192.22m2192.2221-23人工挖地槽深1.5m以内（三类干土）m374.9131-55人工挖地坑深1.5m以内（三类干土）K=0.37m317.2622 41-104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=74.19+17.26-3.96-23.12-16.64-2.08-0.53-0.40.40.65(室外地坪以下独立基础)+（38.260.365+11.220.24）0.15((室外地坪以上砖基础)m347.5151-102室内回填土（素土垫层）V=（S底-L中墙厚-L内墙厚）h=(96.78-38.260.365-11.220.24)(0.15-0.08)=80.12(0.15-0.08)m35.6161-92人力车余土外运40mV=74.19+17.26-47.51-5.61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m339.0571-99地面原土打底夯S=96.78-38.260.365-11.220.24=80.13m280.1381-100基槽原土打底夯S=1.2×38.26=45.91S=1.0×[（3.6―0.54―0.5）＋（8.1－0.54×20）]=9.58m255.4992-1053:7灰土基础垫层m316.64103-1M5水泥砂浆砖基础m323.12112-120C10混凝土基础垫层V=2.32.30.1m30.5322 125-7现浇C20钢筋混凝土独立柱基础m32.08135-20C15现浇钢筋混凝土地圈梁地圈梁体积=宽高地圈梁长V中=V内=0.240.2411.22=0.65m33.96二、混凝土工程145-13C20现浇混凝土矩形柱柱体积=断面面积柱高=0.40.4(4.5+0.8)m30.85155-16C20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=[（0.24+0.03）0.24+0.240.03]4.54=1.30V中=（0.24+0.032）0.244.5=0.32V内=[（0.24+0.032）0.24+0.240.03]4.5=0.36小计1.98m31.98165-20C20现浇混凝土圈梁3-3剖（内墙上）4-4剖（外墙上）5-5剖（外墙上）V=宽高圈梁长V内3-3=0.240.2511.22=0.67V中4-4=0.240.4(10.8-0.24-0.25)2=1.98V中5-5=（0.240.25+0.120.15）(8.12-0.24-0.242)=1.21小计3.86m33.86175-18C20现浇钢筋混凝土单梁L1L2V=梁宽梁高梁长V=0.250.5(8.1-0.4+0.242)=1.02V=0.250.4(7.2-0.4-0.24)=0.66小计1.68m31.68185-39C20现浇雨篷混凝土V=3.240.60.07m30.14195-21C20现浇混凝土过梁（雨篷梁）V=0.250.53.24m30.41205-48C20现浇混凝土挑檐V=(39.72+40.6)0.60.07+（39.72+80.57）0.230.06m32.3822 215-81C20预制过梁制作见墙体埋件即空心板表附注m31.20225-86C30预制空心板制作见墙体埋件即空心板表附注m35.76235-51混凝土台阶3.61.0-3.00.7m21.50三、钢筋工程244-26砌体内加固钢筋∟字型字型字型（1.222+12.50.006）2(4.5/0.5+1)0.2224=41.1(2.24+12.50.006)2(4.5/0.5+1)0.222=10.3(2.24+1.124+12.50.0063)(4.5/0.5+1)0.222=15.4小计66.8tkg0.067254-1现浇混凝土钢筋以内2.08×0.012＋(3.96+3.86)×0.017＋0.85×0.05＋1.98×0.038＋1.68×0.043＋0.14×0.02＋0.41×0.032＋2.38×0.025=0.410t0.410264-2现浇混凝土钢筋以内2.08×0.028＋(3.96+3.86)×0.04＋0.85×0.116＋1.98×0.088＋1.68×0.1＋0.14×0.046＋0.41×0.074＋2.38×0.059=0.989t0.989274-11预制构件钢筋以内1.2×0.027＋5.76×0.019=0.142t0.142284-12预制构件钢筋以外1.2×0.062＋5.76×0.043=0.322t0.322四、砌筑工程293-29M5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=（38.264.5-25.05）0.365-1.98-1.21-1.3-0.32-(8.1-0.24-0.25)20.120.15(5-5断面的板头体积)-0.7986（预制过梁体积）m343.83303-33M5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=[11.22(4.5-0.13)-11.24]0.24-0.36-0.67-(0.132+0.2511)(预制过梁体积)m37.53五、门窗工程22 3115-10塑钢门安装1.5m3.1m见门窗表，应为框外围面积m29.303215-10塑钢门安装1.0m3.1m见门窗表，应为框外围面积m26.203315-11塑钢窗安装1.5m2.1m见门窗表，应为框外围面积m215.753415-11塑钢窗安装2.4m2.1m见门窗表，应为框外围面积m25.04六、楼地面工程3512-11C15混凝土垫层V=地面面层面积垫层厚=82.220.06m34.933612-251:2.5水泥砂浆台阶面层3.61.0-3.00.7m21.503712-22地面20厚1:2.5水泥砂浆面层S=（S净+台阶平台部分）=80.12+(3.6-1.5)m282.223812-172混凝土散水S=（L外-台阶长）散水宽+4散水宽散水宽=(39.72-3.6)1.0+41.01.0m240.123912-102水泥砂浆踢脚[(38.26-40.365-0.243）+(11.222-0.24)]+0.44(独立柱)=7.19m259.92七、构件运输及安装工程407-3C20预制过梁运输（Ⅰ类预制构件运输）见墙体埋件即空心板表附注m31.20417-22C20预制过梁安装见墙体埋件即空心板表m31.20427-9C30预制空心板运输（Ⅱ类预制构件运输）见墙体埋件即空心板表附注m35.70437-87C30预制空心板安装见墙体埋件即空心板表m35.70八、屋面防水及保温隔热工程4412-101:6水泥焦渣找坡[S底+（L外+4檐宽）檐宽]平均厚度=[96.78+（39.72+40.42）0.42](8.582%/2+0.03)=114.17(8.582%/2+0.03)m213.22459-214加气混凝土保温层96.780.2m319.364612-151:2.5水泥砂浆找平层114.17m2114.17479-118三毡四油一砂防水层114.17+（39.72+80.42）0.23m2124.08489-188PVC水落管落水管长(4.5+0.15)×4=18.6m18.622 499-190PVC水斗只4九、墙柱面及天棚工程5014-112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=80.12+（8.1-0.24-0.4）0.52+（7.2-0.24-0.4）0.42=92.83（39.72+40.48）0.48=19.993.240.48=1.56m2114.385113-54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=39.72（1.0+0.15）-1.52（1.15-0.15）+1.540.18(门洞口侧壁)m243.405213-60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=39.72（4.5+0.15）-25.05-43.40+（1.5+2.1）20.185（C1洞口侧壁）+（1.5+3.12）0.182（M1洞口侧壁）m2126.225313-62挑檐立面干粘石（39.72+80.48）（0.3+0.060）m215.685413-1内墙面抹灰（38.26-40.365-0.243）（4.5-0.13）-25.05(门窗面积)=132.62(11.222-0.24)(4.5-0.13)-11.24(门窗面积)2=74.53m2207.155513-10独立柱抹灰（0.4+0.4）2（4.5-0.13）m26.995616-359天棚、墙面等喷大白114.38+207.15+6.99m2328.52十、脚手架工程5719-2外墙砌筑脚手架S=L外×外墙高=39.72×4.5=178.74m2178.745819-2内墙砌筑脚手架S=L内×内墙高=11.22×4.37=49.03m249.035919-13现浇单梁浇捣脚手架S=梁长×梁高=(8.18+6.56)×4.5=66.33m266.336019-13独立柱脚手架S=（柱周长+3.6）柱高=（0.44+3.6）4.5柱高从室内地坪开始算起m223.406119-7满堂脚手架室内净面积m280.12十一、模板工程22 6220-41地圈梁模板m223.536320-11独立柱基础模板S=2.140.3m22.526420-1混凝土基础垫层模板S=2.340.1m20.926520-26现浇矩形柱模板S=混凝土接触面积=0.44(4.5+0.8)m28.486620-31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S=0.0624.14=1.97S=(0.24+0.062)4.1=1.48S=[(0.24+0.062)+0.064]4.1=2.46小计5.91m25.916720-41现浇圈梁模板3-3剖（内墙上）4-4剖（外墙上）5-5剖（外墙上）S内3-3=[(8.1-0.24)2-0.24+(3.6-0.24)2]0.25=5.56S中4-4=（10.8-0.242-0.25）20.4+（10.8+0.242）2（0.4-0.07）=15.5S中5-5=[（8.1-0.24-0.25）+（8.1-0.242）]0.4+（8.1+0.242）(0.4-0.07)=8.92小计29.97m229.976820-35现浇单梁模板S=（8.1-0.24-0.4）（0.52+0.25）+（7.2-0.24-0.4）（0.42+0.25）m216.216920-74现浇雨篷模板S=3.240.6m21.947020-43现浇过梁模板S=3.24(0.5+0.43)+1.50.25m23.397120-72现浇挑檐模板S=(39.72+40.6)0.6+（39.72+80.6）0.23=35.51m235.517220-148C20预制过梁模板过梁模板=过梁安装体积m21.187320-154C30预制空心板模板预制空心板模板=预制空心板安装体积m25.70十二、垂直运输7422-1垂直运输天4522 六、分部分项工程量清单综合单价分析表序号定额编号子目名称单位数量综合单价组成综合单价人工费材料费机械费管理费利润1010101001001平整场地m296.782.7170.6790.3263.7221-98平整场地10m219.22213.683.421.642010101003001挖基础土方m374.9113.183.291.5818.051-23人工挖地槽深1.5m以内（三类干土）m374.9110.802.701.301-92人力车余土外运40mm339.054.561.140.553010101003002挖基础土方m37.6727.546.893.3137.741-55人工挖地坑深1.5m以内（三类干土）K=0.37m317.2612.243.061.474010301001001砖基础m323.1243.46183.963.3011.695.61248.023-1M5水泥砂浆砖基础m323.1229.64141.812.478.033.852-1053:7灰土基础垫层m316.6419.2058.571.165.092.445010403004001圈梁m33.9649.92167.076.1214.016.72243.845-20（换）C15现浇钢筋混凝土地圈梁m33.9649.92167.076.1214.016.726010401002001独立基础m32.0828.58212.3516.0111.155.35373.445-7现浇C20钢筋混凝土独立柱基础m32.0819.50173.7714.938.614.132-120C10混凝土基础垫层m30.5335.62151.414.239.964.787010103001001土方回填m344.257.931.252.311.1312.621-104回填土（夯填）m347.516.721.091.950.941-102室内回填土（素土垫层）m35.616.240.651.720.838010402001001矩形柱m30.8549.92180.086.3214.066.75257.135-13C20现浇混凝土矩形柱m30.8549.92180.086.3214.066.759010402001002矩形柱m31.9884.50184.906.3222.7110.90309.3322 5-16C20现浇混凝土构造柱m31.9884.50184.906.3222.7110.9010010403004002圈梁m33.8649.92186.836.1214.016.72263.605-20C20现浇混凝土圈梁m33.8649.92186.836.1214.016.7211010403002001矩形梁m31.6836.40180.386.1210.635.10238.635-18C20现浇钢筋混凝土单梁m31.6836.40180.386.1210.635.1012010405008001雨篷m30.1448.10172.688.8214.236.83250.665-39C20现浇混凝土雨篷m30.1448.10172.688.8214.236.8313010403005001过梁（雨篷梁）m30.4165.78187.486.1217.988.63285.995-21C20现浇混凝土过梁（雨篷梁）m30.4165.78187.486.1217.988.6314010405007001挑檐板m32.3860.84192.889.8717.688.49289.765-48C20现浇混凝土挑檐m32.3860.84192.889.8717.688.4915010410003001预制过梁m31.2037.96193.09241.2769.8033.51575.635-81C20预制过梁制作m31.2025.48185.2728.6513.536.507-3C20预制过梁运输（Ⅰ类预制构件运输）m31.206.244.41101.8527.0212.977-22C20预制过梁安装m31.206.243.41110.7729.2514.0416010412002001预制空心板m35.7042.90215.17120.1643.2420.76442.235-86C30预制空心板制作m35.7036.66212.6728.8416.387.867-9C30预制空心板运输（Ⅱ类预制构件运输）m35.706.242.5070.8919.289.267-87C30预制空心板安装m35.709.8830.1020.437.583.6417010416001001现浇混凝土钢筋t0.410330.462889.5357.8397.0746.593421.484-1现浇混凝土钢筋以内t0.410330.462889.5357.8397.0746.5918010416001002现浇混凝土钢筋t0.989166.142898.5884.4062.6430.063241.8222 4-2现浇混凝土钢筋以内t0.989166.142898.5884.4062.6430.0619010416002001预制构件钢筋t0.142318.242895.6759.4494.4245.323413.094-11预制构件钢筋以内t0.142318.242895.6759.4494.4245.3220010416002002预制构件钢筋t0.322163.282899.1580.1060.8529.213232.594-12预制构件钢筋以外t0.322163.282899.1580.1060.8529.2121010417002001预埋铁件t0.067662.222883.3032.68173.7383.393835.324-26砌体内加固钢筋t0.067662.222883.3032.68173.7383.3922010302001001实心砖墙m343.8335.88145.222.429.584.60197.703-29M5混合砂浆外墙（370）m343.8335.88145.222.429.584.6023010302001002实心砖墙m37.5332.76144.492.428.804.22192.693-33M5混合砂浆内墙（240）m37.5332.76144.492.428.804.2224010407002001散水m240.126.37018.1480.5661.7340.83227.6512-172混凝土散水10m24.01263.70181.485.6617.348.3225020402005001塑钢门樘258.591322.197.2616.477.901412.4115-10塑钢门安装1.5m3.1m10m20.930126.002843.4315.6235.4116.9926020402005002塑钢门樘239.06881.464.8410.985.27941.6115-10塑钢门安装1.0m3.1m10m20.620126.002843.4315.6235.4116.9927020406007001塑钢窗樘540.66698.844.9211.405.47761.2915-11塑钢窗安装1.5m2.1m10m21.575129.082218.5515.6236.1817.3628020406007002塑钢窗樘165.061118.157.8718.238.751218.0615-11塑钢窗安装2.4m2.1m10m20.504129.082218.5515.6236.1817.3629020101001001水泥砂浆楼地面m282.224.82413.9170.5621.3470.64621.3022 12-22地面20厚1:2.5水泥砂浆面层10m28.22224.7043.972.066.693.2112-11C15混凝土垫层m34.9335.36158.694.349.934.761-99地面原土打底夯10m28.0132.400.990.850.4130020108003001水泥砂浆台阶面m21.5013.75437.6191.9333.9221.88359.1112-251:2.5水泥砂浆台阶面层10m20.15073.0675.523.3419.109.175-51混凝土台阶10m20.15064.48300.6715.9920.129.6631020105001001水泥砂浆踢脚线m27.1925.4341.610.5256.493.1277.1812-102水泥砂浆踢脚10m5.99230.5249.930.637.793.7432010702001001屋面卷材防水m2124.084.3531.150.191.140.5437.3712-151:2.5水泥砂浆找平层10m211.41718.2035.782.065.072.439-116二毡三油10m212.40820.80205.865.202.509-118每增一毡一油10m212.4085.9872.731.500.7233010702004001屋面排水管m18.61.4132.590.351.4735.829-188PVC水落管10m1.8611.96273.552.991.449-190PVC水斗10只0.49.88243.482.471.1934010803001001保温隔热屋面m296.785.3844.820.131.380.6652.3712-10水泥焦渣找坡层m313.2221.5850.200.975.642.719-214加气混凝土保温层m319.3612.22189.743.061.4735020301001001天棚抹灰m2114.384.5123.0870.1851.1740.5639.5214-112天棚普通抹灰10m211.43839.5229.341.8510.344.9616-359天棚喷大白10m211.4385.601.531.400.6736020201002001墙面装饰抹灰m243.409.9066.3310.1392.5111.20520.0913-54水刷石外墙裙10m24.34099.0663.311.3925.1112.0537020201002002墙面装饰抹灰m2141.910.185.250.212.601.2519.4913-60干粘石外墙10m212.62281.3852.372.0620.8610.0113-62挑檐立面干粘石10m21.568265.9853.412.3167.0732.1938020201001001墙面一般抹灰m2207.154.1482.230.191.0850.528.17313-1内墙面抹灰10m220.71535.8820.771.909.454.5316-359墙面喷大白10m220.7155.601.531.400.6739020202001001柱面一般抹灰m26.996.3842.5350.1851.6420.78811.5313-10独立柱抹灰10m20.69958.2423.821.8515.027.2116-359柱面喷大白10m20.6995.601.531.400.6722 七、分部分项工程量清单计价表序号项目编码项目名称单位工程数量金额/元综合单价合价A．1土方工程1010101001001平整场地土壤类别：三类土m296.783.722360.222010101003001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1.35m，内墙垫层底宽1000mm，挖土深度1.35m，弃土运距40mm374.9118.051352.133010101003002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2300m×2300mm,挖土深度1.45m，弃土运距40mm37.6737.74289.474010103001001土方回填：回填土夯填m344.2512.62558.44小计元2560.26A．3砌筑工程5010301001001砖基础条形砖基础，M5水泥砂浆砌筑，基础高1.2m；3：7灰土基础垫层厚300mmm323.12248.025734.226010302001001实心砖墙（370）M5混合砂浆砌筑，高度为4.5m,砖墙厚370mmm343.83197.708665.197010302001002实心砖墙（240）M5混合砂浆砌筑，高度为4.37m,砖墙厚240mmm37.53192.691450.96小计元15850.37A．4混凝土及钢筋混凝土工程22 8010401002001独立基础现浇钢筋混凝土独立柱基础，强度等级C20，C10混凝土垫层厚100mmm32.08373.44776.769010402001001矩形柱现浇钢筋混凝土矩形柱，强度等级C20，柱高4.5m，柱截面尺寸：400mm×400mmm30.85257.13218.5610010402001002矩形柱现浇钢筋混凝土矩形柱，强度等级C20，柱高4.5m，柱截面尺寸：240mm×240mmm31.98309.33612.4711010403002001矩形梁现浇钢筋混凝土矩形梁，强度等级C20，截面尺寸：L1为250mm×500mm，L2为250mm×400mmm31.68238.63400.9012010403004001圈梁现浇钢筋混凝土圈梁，强度等级C15，截面尺寸：外墙地圈梁为240mm×360mm，内墙地圈梁为240mm×240mmm33.96243.84965.6113010403004002圈梁现浇钢筋混凝土圈梁，强度等级C20，梁底标高4.10m;截面尺寸：内墙圈梁为240mm×250mm，外墙圈梁为240mm×400mm或L型圈梁240mm×400mmm33.86263.601017.5014010403005001过梁m30.41285.99117.2622 现浇钢筋混凝土雨篷梁，强度等级C20，梁底标高3.10m,截面尺寸为：250mm×500mm15010405007001挑檐现浇钢筋混凝土挑檐，强度等级C20，挑檐卷起高230mmm32.38289.76689.6316010405008001雨篷现浇混凝土雨篷，强度等级C20m30.14250.6635.0917010407002001散水：混凝土散水m240.1227.651109.3218010410003001预制过梁预制过梁单件体积：分别是0.065m3、0.251m3、、0.133m3；安装高度3.1m标高处，强度等级C20m31.2575.63690.7619010412002001预制空心板安装高度4.5m标高处，强度等级C30m35.70442.232520.7120010416001001现浇混凝土钢筋12以内t0.4103421.481402.8121010416001002现浇混凝土钢筋25以内t0.9893241.823206.1622010416001003预制构件钢筋16以内t0.1423413.09484.6623010416002001预制构件钢筋以外t0.3223232.591040.8924010417002001预埋铁件砌体内加固钢筋:6钢筋t0.0673835.32256.97小计元15546.06A．7屋面及防水工程25010702001001屋面卷材防水三毡四油一砂防水m2124.0837.374636.8722 八、措施项目清单计价表序号项目名称金额（元）1环境保护（按分部分项费的1%计）629.562现场安全文明施工（按分部分项费的2%计）1259.113临时设施（按分部分项费的1.5%计）944.344脚手架2141.625混凝土、钢筋混凝土模板3555.926垂直运输10273.05合计18803.6022'