建筑工程预算编制示例

建筑工程预算编制示例PAGEPAGE6第九章建筑工程施工图预算编制示例编制说明一、工程概况本工程为某学校1#宿舍楼工程，该工程位于北京市大兴区黄村镇（四环路以外），建筑面积1411.91m2，檐高二、结构说明本工程混凝土采用现场搅拌混凝土，构造柱、圈梁、梁、部分楼板混凝土强度等级为C25。本工程墙体采用红机砖墙，外墙厚度为240mm，内墙厚度为240mm和楼板采用预应力短向圆孔板，详见图集京92G41。室外地坪与自然地坪厚度在0.3m三、建筑说明装修做法参见88J1-X1（2000）版工程做法，详见装修做法表。门窗做法参见88J13-1塑钢门窗图集及88J13-3木门图集。厕所隔断参见88J8第56页，小便槽做法参见88J8第52页。楼梯栏杆采用烤漆钢管栏杆、松木扶手。阳台栏杆采用不锈钢栏杆。四、编制依据本工程依据2001年《北京市建设工程预算定额》；2001《北京市建设工程费用定额》；北京市建设工程造价管理部门的有关规定；五、编制说明本工程预算第七章《模板工程》及第八章《钢筋工程》部分均按照定额参考用量进行编制，在招投标及结算时应按照要求进行实际用量计算。本工程预算价格及各种费率完全按照定额价套用，在应用过程中应按照定额量、市场价、竞争费的原则按实调整。工程（预）算汇总表工程号：×××建设单位某学校建筑面积1411.91工程名称某学校1#宿舍楼工程结构类型砖混结构檐高15.75层数五层序号工程名称工程造价(元)单方造价（元/m2）1土建建筑工程49375500349712土建装饰工程37953100268813工程造价合计=SUM(ABOVE)8732860061852门窗表代号洞口尺寸(mm)框外围尺寸(mm)玻璃尺寸(mm)首层数量(樘)标准层数量(樘)数量合计(樘)型号种类M-11800x30001780x2990574x855x2111830M13松木自由门M-21500x30001480x2990574x705x2221530M13松木自由门M-31500x27001480x2690574x705x21x441527M1胶合板门M-41000x2500980x2490374x900910x4491024M1改胶合板门M-5900x2500880x2490374x80022x4100924M1改胶合板门C-11500x21001470x20701111塑钢推拉窗双玻C-21500x18001470x177011x444塑钢推拉窗双玻C-31800x18001770x17701x44塑钢推拉窗双玻C-41800x9001770x8701x44塑钢推拉窗双玻C-5600x600580x58011x45松木窗装修做法表一、内装修部位地面楼面踢脚墙面顶棚卫生间地9F-2①石塑防滑地砖②防水层1.5mm楼8F2-2改①内墙38A(釉面砖)棚47-1（PVC吊顶）宿舍、走道、门厅地3B(水泥地面)楼2E(水泥地面)踢2A(水泥踢脚)内墙6(合成树脂乳液)棚2A-1(合成树脂乳液)楼梯水泥楼梯阳台楼2E(水泥地面)棚2A-1(合成树脂乳液)二、外装修及其他外墙外墙裙9A-3(水刷石外墙20A(涂料屋面屋11SBS防水2mm散水散1B(细石混凝土)台阶台3B（水泥砂浆）单位工程费用表(建筑工程)项目名称：某学校1#宿舍楼(建筑工程)行号序号费用名称取费说明费率费用金额1一、定额直接费直接费3945972其中：人工费人工费合计663643二、现场经费[4]+[5]2801641、临时设施费[1]2.61026052、现场经费[1]4.5177576三、直接费[1]+[3]4226147四、企业管理费[6]5.6236668五、利润[6]+[7]7.0312409六、税金[6]+[7]+[8]3.41623610七、工程造价[6]+[7]+[8]+[9]493755单位工程费用表（装饰工程）项目名称：某学校1#宿舍楼（装饰工程）行号序号费用名称取费说明费率费用金额1一、定额直接费直接费2899702其中：人工费人工费合计631773二、现场经费[4]+[5]2463941、临时设施费[2]13821352、现场经费[2]26164266三、直接费[1]+[3]3146097四、企业管理费[2]45284298五、利润[6]+[7]7.0240139六、税金[6]+[7]+[8]3.41248010七、工程造价[6]+[7]+[8]+[9]379531单位工程概预算表（建筑工程）项目文件：某学校1#宿舍楼(建筑工程)序号定额

编号子目名称工程量价值（元）其中（元）单位数量单价合价人工费材料费1一、土石方工程132107904247221-1人工土石方场地平整m2391.260.7529329331-4人工土石方人工挖土沟槽m3284.5712.673606360641-7人工土石方回填土夯填m3133.016.8290781151-13人工土石方灰土垫层3:7m3111.6741.6846542125247261-14人工土石方房心回填m367.629.8066361471-15人工土石方余(亏)土运输m3151.5620.3730874558二、砌筑工程87629214976393694-1砌砖砖基础m348.05165.13793516586082104-2砌砖砖外墙m3176.42178.4631484807122624114-3砌砖砖内墙240厚m3255.95174.59446861074232813124-3砌砖砖内墙120厚m39.16174.5915993841174134-9砌砖砖小型砌体砌台阶m39.08199.0818086021167144-9砌砖砖小型砌体蹲台及小便槽m30.59199.08117397615三、现场搅拌混凝土工程、模板工程、钢筋工程、预制构件20938730639167964165-21现浇砼构件构造柱C25m316.14279.4145108223333177-17现浇砼模板构造柱m296.8419.5518931056756188-1钢筋Φ10以内(构造柱)t0.302832.2985556798198-2钢筋Φ10以外(构造柱)t1.672855.7147612864469205-27现浇砼构件地圈梁C25m310.03281.3928225302073217-27现浇砼模板基础梁m279.2321.701719883721228-1钢筋Φ10以内(地圈梁)t0.542832.291520991419238-2钢筋Φ10以外(地圈梁)t0.662855.7118731131758245-27现浇砼构件过梁、圈梁C25m322.95281.39645812134742257-38现浇砼模板圈梁直形m2150.9921.42323417911295268-1钢筋Φ10以内(圈梁)t0.602832.2917101111596278-2钢筋Φ10以外(圈梁)t2.272855.7164883906090285-27现浇砼构件过梁、圈梁C25m39.78281.3927525172021297-38现浇砼模板过梁直形m264.3421.421378763552308-1钢筋Φ10以内(过梁)t0.342832.2996162898318-2钢筋Φ10以外(过梁)t0.662855.7118771131762325-24现浇砼构件梁C25普通砼m34.05257.871044125830337-28现浇砼模板矩形梁普通模板m238.9026.941048636331单位工程概预算表项目文件：某学校1#宿舍楼(建筑工程)序号定额

编号子目名称工程量价值（元）其中（元）单位数量单价合价人工费材料费348-1钢筋Φ10以内(单梁)t0.102832.2928018261358-2钢筋Φ10以外(单梁)t0.352855.71101361951365-46现浇砼构件雨罩C25m31.01286.1728948208377-56现浇砼模板雨罩m296.1931.41302111941605388-1钢筋Φ10以内(雨罩)t0.122832.2934022318395-28现浇砼构件板C25m320.01254.7850985314129407-45现浇砼模板平板普通模板m2148.8727.61411017862160418-1钢筋Φ10以内(平板)t1.022832.2928851872694428-2钢筋Φ10以外(平板)t0.312855.7188053826435-44现浇砼构件阳台C25m34.06291.811185209836447-56现浇砼模板阳台m2386.6731.411214547996453458-1钢筋Φ10以内(阳台)t0.482832.291368891278465-40现浇砼构件楼梯直形C25m273.3873.31537911233642477-54现浇砼模板楼梯直形m2155.7961.42956854853307488-1钢筋Φ10以内(楼梯)t0.482832.291351881261498-2钢筋Φ10以外(楼梯)t0.932855.7126611602498505-46现浇砼构件雨罩C25m35.70286.1716312731174517-57现浇砼模板挑檐、天沟m281.5436.4329719261973528-1钢筋Φ10以内(挑檐)t0.682832.2919211251794535-95预制砼构件接头灌缝圆孔板m3134.4115.9121381044965549-1预制砼构件运输一类构件5km以内m3134.4142.7957513871555511-37预制砼构件制作安装预应力短向圆孔板m3134.41717.919649424659402956四、屋面工程143771510123835712-2屋面保温加气砼块干铺m327.95183.75513637346975812-18找坡层水泥、粉煤灰、页岩陶粒m327.58285.13786466567975912-35屋面面层着色剂m2337.471.073612531056012-55屋面排水水落管Φ100塑料m31.5028.508981857016112-61屋面排水Φ100铸铁下水口套2.0023.784815326212-64屋面排水雨水斗塑料套2.0035.6671195163五、防水工程229612367202226413-1水泥砂浆找平层厚度(mm)20平面m269.236.56454137300单位工程概预算表项目文件：某学校1#宿舍楼(建筑工程)序号定额

编号子目名称工程量价值（元）其中（元）单位数量单价合价人工费材料费6513-69D1.5厨房、卫生间楼地面防水聚氨脂防水厚度(mm)1.5m2299.0224.48732067665496613-1水泥砂浆找平层厚度(mm)20平面m2337.476.56221466814616713-97屋面防水SBS改性沥青防水卷材厚度(mm)2m2337.4737.0412500769115686813-136屋面防水防水砂浆平面m240.1011.7947311734469六、脚手架工程7015-5脚手架混合结构100m14.12987.131393724471115471七、大型垂直运输机械使用费7216-5大型垂直运输机械使用费檐高25m以下建筑面积(m2)5000以内m21411.9117.052407373八、工程水电费7418-6工程水电费住宅建筑工程其他结构檐高(m)25以下四环以外m21411.916.39902290227576合计39459766364287152单位工程概预算表（装饰工程）项目文件：某学校1#宿舍楼（装饰工程）序号定额

编号子目名称工程量价值（元）其中（元）单位数量单价合价人工费材料费1一、内装修工程118825421017202521-1垫层灰土3:7m324.2446.88113655154231-14找平层1:3水泥砂浆厚度20mm硬基层上m2853.357.6765452116408841-21D35找平层现场搅拌细石混凝土厚度35mmm217.5210.451835411851-21D36找平层现场搅拌细石混凝土厚度36mmm217.5211.922096313361-21D35找平层现场搅拌细石混凝土厚度35mmm270.0710.4573221747071-21换找平层现场搅拌细石混凝土厚度50mm(C10豆石砼)m2150.3714.102120692129081-21换找平层现场搅拌细石混凝土厚度50mm(C10豆石砼)m256.0914.1079125848191-21换找平层现场搅拌细石混凝土厚度50mm(C10豆石砼)m218.3514.1025984157101-25整体面层1:2.5水泥砂浆厚度20mm有素浆m21078.169.321004835156048111-57块料面层石塑防滑地砖m287.5969.4260816145255121-147楼梯水泥面m273.3826.261927914952131-164踢脚水泥m1061.046.33671616984796142-14U型轻钢龙骨PVC板吊顶龙骨个83.5439.8533294752659152-82天棚面层PVC板安装在木龙骨m283.5427.3022812311982162-103天棚面层装饰耐水腻子预制板m21038.087.31758832084152172-104天棚面层装饰耐水腻子现浇板m247.475.96283105169182-110天棚面层装饰涂料合成树脂乳液m21085.554.32469015852964193-98内墙装修涂料及裱糊面层涂料、裱糊底层抹灰混凝土、砌块墙m22831.119.1225820148359796203-106内墙装修涂料及裱糊面层乳胶漆高级m22831.116.2917808419013080213-126内墙装修块料面层块料底层抹灰混凝土、砌块m2332.898.09269315651015223-133内墙装修块料面层釉面砖(砂浆粘贴)面层每块面积0.06m2以内不勾缝m2307.0857.271758651311187823二、外装修工程36057973425007241-1垫层灰土3:7m315.5846.88730354348单位工程概预算表项目文件：某学校1#宿舍楼（装饰工程）序号定额

编号子目名称工程量价值（元）其中（元）单位数量单价合价人工费材料费251-12垫层焦渣m33.3054.7018134142261-191台阶水泥m234.3421.47737391315271-211散水细石混凝土m253.4618.991015282675282-104天棚面层装饰耐水腻子现浇板(挑檐下表面)m242.345.9625294151292-104天棚面层装饰耐水腻子现浇板(雨罩下表面)m210.205.96612336302-110天棚面层装饰涂料合成树脂乳液(挑檐下表面)m242.344.3218362116312-110天棚面层装饰涂料合成树脂乳液(雨罩下表面)m210.204.32441528323-10外墙装修一般抹灰、装饰抹灰水刷石抹灰墙面白水泥m288.3422.0619491057820333-24外墙装修涂料涂料底层抹灰砖墙砌块墙m2839.3211.24943444654532343-24外墙装修涂料涂料底层抹灰砖墙砌块墙(窗套)m2154.5611.241737822835353-28外墙装修涂料涂料面层凹凸型m2839.3217.9815091160313043363-28外墙装修涂料涂料面层凹凸型(窗套)m2154.5617.9827792952402373-204零星项目抹灰水泥砂浆(挑檐立板)m222.6213.14297142141383-204零星项目抹灰水泥砂浆(雨罩立板)m24.1213211零星项目涂料凹凸型(挑檐立板)m222.6256.571280591182403-211零星项目涂料凹凸型(雨罩立板)m24.1256.572331121541三、门窗工程107622697396625426-2木门窗胶合板门m2157.40204.4032173144029779436-8木门窗自由门松木带亮m214.17204.7129012692546446-22木门窗普通木窗一玻一纱m21.68232.6139135344456-46塑钢门窗推拉窗双玻m2166.64353.7258944209154605466-102特殊五金门锁执手锁个66.0051.7434154592855476-110特殊五金推手板个12.0018.1721824188486-111其它项目木门窗门窗玻璃m225.3216.5041849356496-113其它项目门窗后塞口水泥砂浆m2339.893.321128870224506-120其它项目窗台板预制磨石带铁活m226.38100.0026383952164516-131其它项目明窗帘盒松木单轨m151.1435.71539713413564单位工程概预算表项目文件：某学校1#宿舍楼（装饰工程）序号定额

编号子目名称工程量价值（元）其中（元）单位数量单价合价人工费材料费52四、油漆工程、建筑配件24590344120302537-6楼梯栏杆(板)烤漆钢管栏杆m223.4580.8218953751434547-7楼梯栏杆(板)不锈钢栏杆栏杆直形m239.36264.30104037209279557-52楼梯扶手松木m26.0544.86116912910055610-2拖布池瓷砖面个10.00165.28165359310115710-9厕所隔断胶合板塑料贴面带门间20.00362.21724455064865811-1木材面油漆底油一遍,调合漆二遍单层木门,窗m2173.2511.86205596510295911-12木材面油漆底油一遍,调合漆二遍木扶手不带托板m26.052.336136236011-13木材面油漆底油一遍,调合漆二遍窗帘盒m26.384.20111733461五、垂直运输等28769276213-1垂直运输及高层建筑超高费檐高(25m以下)工日1891.871.5228769276364合计28997063177213959单位工程人材机汇总表（建筑工程）项目文件：某学校1#宿舍楼(建筑工程)序号名称及规格单位数量市场价合计一、人工类别1综合工日工日336.9023.4607903.762综合工日工日752.5528.24021252.003综合工日工日248.6327.4506824.784综合工日工日586.7532.45019040.125综合工日工日64.9431.1202021.026综合工日工日158.8128.4304515.087综合工日工日80.0230.8102465.328其他人工费元2343.491.0002343.49二、配合比类别11:2水泥砂浆m30.50251.020125.5921:3水泥砂浆m30.02204.1104.0833:7灰土m3112.7921.9202472.284M5水泥砂浆m3130.39135.21017629.455C25普通砼m3112.57197.91022279.286C20豆石砼m30.01185.3801.11三、材料类别1钢筋Φ10以内kg4788.582.43011636.252钢筋Φ10以外kg7018.692.50017546.723水泥综合kg80008.010.36629282.934加气混凝土块m329.91155.0004635.515红机砖块255671.320.17745253.826页岩陶粒m339.77100.0003977.047石灰kg25489.790.0972472.518粉煤灰kg1420.370.089126.419砂子kg300366.400.03610813.1910石子综合kg133511.340.0324272.3611豆石kg7.270.0340.2512碎砖m33.0915.70048.5313膨胀螺栓Φ6套33.080.42013.8914铁件kg4.543.10014.0615SBS改性沥青油毡防水卷材2mmm2430.0815.0006451.2516聚氨酯防水涂料kg652.639.5006199.9417嵌缝膏CSPE支109.0017.0001853.05单位工程人材机汇总表项目文件：某学校1#宿舍楼(建筑工程)序号名称及规格单位数量市场价合计18乙酸乙酯kg17.2120.000344.2219着色剂kg68.171.500102.2520密封胶KS型kg0.9415.61014.7421防水粉kg22.506.100137.2322雨水口Φ100个2.0210.00020.2023塑料水落管Φ100m32.9819.660648.4024塑料雨水斗个2.0223.88048.2425预应力短向圆孔板m3134.41687.00092339.67261:3聚胺酯m3115.8419.0002200.9827其他材料费元11572.041.00011572.0428水费t1092.823.2003497.0229电费度10237.760.5405528.3930钢筋成型加工及运费Φ10以内kg4773.730.135644.4531钢筋成型加工及运费Φ10以外kg7018.690.101708.8932脚手架租赁费元8968.881.0008968.8833材料费元12125.581.00012125.5834模板租赁费元3661.641.0003661.64四、机械类别1机械费元34757.171.00034757.172其他机具费元6323.471.0006323.47合计394606.74单位工程人材机汇总表（装饰工程）项目文件：某学校1#宿舍楼（装饰工程）序号名称及规格单位数量市场价合计一、人工类别1综合工日工日33.4527.450918.152综合工日工日150.8332.4504894.493综合工日工日35.0031.1201089.064综合工日工日1482.9830.81045690.695综合工日工日160.4434.3505511.266综合工日工日29.1744.0701285.527其他人工费元2835.851.0002835.858人工费元927.021.000927.02二、配合比类别1C10豆石砼m37.52159.0501195.822C10豆石砼m32.80159.050446.063C10豆石砼m30.92159.050145.934C15豆石砼m30.61174.570107.055C15豆石砼m30.70174.570122.346C15豆石砼m32.45174.570428.137C20豆石砼m32.73185.380505.44三、材料类别1水泥综合kg73762.390.36626997.042白水泥kg779.490.550428.723水泥水池m25.4039.470213.144板方材m31.211198.0001448.505松木扶手m31.5223.090727.816松木弯头个19.808.500168.287红机砖块191.160.17733.848石灰kg112.700.09710.939砂子kg224309.860.0368075.1510金刚砂kg31.551.49647.2011白灰kg15358.380.0971489.7612豆石kg23205.800.034789.0013美术石碴kg1112.640.150166.9014玻璃3mmm226.6612.000319.9415石塑防滑地砖m289.3445.0004020.3816内墙釉面砖0.06m2以内m2316.2935.00011070.23单位工程人材机汇总表项目文件：某学校1#宿舍楼（装饰工程）序号名称及规格单位数量市场价合计17内墙瓷砖0.02m2以内m217.1435.000599.9018U型轻钢龙骨CB50*20m324.723.8001233.9419U型轻钢龙骨插挂件CB50-3个450.030.300135.0120U型轻钢龙骨吊件CB50-1P个196.900.620122.0821吊杆根196.903.520693.1022塑料线脚m150.711.200180.8523膨胀螺栓Φ10套196.901.430281.5724铁件kg377.233.1001169.4325预埋铁件kg157.972.980470.7526暗装式窗帘轨单轨m158.705.900936.3127执手锁个66.0042.5002805.0028推手板个12.0015.000180.0029合页个245.151.700416.7530插销个106.943.100331.5231拉手个103.880.42043.6332不锈钢法兰Φ20个327.677.0002293.7033不锈钢管栏杆Φ20m270.8823.0006230.1434窗纱m21.302.3002.9935塑料膨胀螺栓M8*110个1198.140.750898.6136弹簧合页个8.507.00059.5137厕所隔断镀铬支座套127.206.000763.2038烤漆钢管m161.387.9001274.9239油漆溶剂油kg23.262.40055.8240醇酸无光调合漆kg1.609.50015.2041醇酸调合漆kg1.0012.30012.3042调合漆kg39.809.500378.0743漆片kg0.2536.9509.3244清油kg3.6813.30048.9645石膏粉kg9.060.3503.1746熟桐油(光油)kg7.779.00069.8947无光调合漆kg45.2310.100456.8348催干剂kg1.8117.60031.8849环氧树脂kg2.7622.30061.4450乳液kg2.4213.00031.4451乳液型建筑胶粘剂kg33.761.60054.0152油灰kg22.211.20026.65单位工程人材机汇总表项目文件：某学校1#宿舍楼（装饰工程）序号名称及规格单位数量市场价合计53粘接剂kg87.5913.5001182.4754界面剂kg65.441.800117.7955防腐油kg50.460.95047.9456建筑胶kg232.891.700395.9157室内乳胶漆kg934.2711.40010650.6458水性封底漆(普通)kg649.474.8003117.4759复层涂料骨浆(喷涂型)kg1960.844.3008431.6260水性中间(层)涂料kg223.624.7001051.0361水性耐候面漆(半光型)kg247.6925.6006340.8462耐水腻子(粉)kg1953.531.9003711.7063油性涂料配套稀释剂kg35.788.000286.2464乳胶漆kg390.365.7002225.0865PVC装饰板1.25mmm287.7220.0001754.3466厕所隔断胶合板贴塑料面m264.2870.0004499.6067焦渣m34.0235.000140.6868胶合板木门m2157.40180.00028332.0069松木全玻门带亮m214.17172.0002437.2470厕浴隔断门m217.8050.000890.0071一玻一纱松窗m21.68180.000302.4072塑钢双玻门推拉窗m2166.64318.00052991.5273磨石窗台板m226.6463.0001678.5674其他材料费元4985.451.0004985.45四、机械类别1机械费元1948.631.0001948.632其他机具费元10886.531.00010886.53合计289942.43单位工程三材汇总表(建筑工程)项目文件：某学校1#宿舍楼序号材料名称单位数量1钢材吨11.8122其中：钢筋吨11.8073木材立方米0.0004水泥吨80.008单位工程三材汇总表（装饰工程）项目文件：某学校1#宿舍楼（装饰工程）序号材料名称单位数量1钢材吨0.5352其中：钢筋吨0.0003木材立方米1.2094水泥吨74.542工程量计算表项目名称工程量计算式单位数量一、建筑工程建筑面积279.47+283.11×4m21411.91首层：20.34×13.74m2279.47标准层：20.34×13.74+1.30×5.60×0.5m2283.11(一)土石方工程1、场地平整20.34×13.74×1.4m2391.262、带形基础挖土方102.83+35.71+145.82+0.21m3284.571-1剖（1.5+0.2×2）×（1.65-0.45）×{[5.7-（0.5+0.2）×2]×10+[2.1-（0.5+0.2）×2]×3}m3102.832-2剖（1.2+0.2×2）×（1.65-0.45）×{[5.7-（0.5+0.2）×2]×4+[2.1-（0.5+0.2）×2]×2}m335.713-3剖（1.0+0.2×2）×（1.65-0.45）×[20.1+（0.6+0.2）×2]×4m3145.82楼梯基础（0.5+0.2）×（0.8-0.45）×[1.8-（0.75+0.2）]m30.213、回填土284.57-111.67-39.89m3133.01应扣除3：7灰土体积m3111.67应扣除砖基础18.14+6.44+15.29+0.02m339.891-1剖0.24×（0.6+0.656）×（5.46×10+1.86×3）=0.24×1.256×60.18m318.142-2剖0.24×（0.6+0.394）×（5.7+2.1+5.7）×2=0.24×0.994×27m36.443-3剖0.24×（0.6+0.197）×（20.1×2+19.86×2）=0.24×0.797×79.92m315.29楼梯基础0.24×0.05×1.8m30.024、3：7灰土垫层45.27+19.44+46.8+0.16m3111.671-1剖1.5×0.6×[（5.7-0.5×2）×10+（2.1-0.5×2）×3]=1.5×0.6×50.3m345.272-2剖1.2×0.6×（5.7+2.1+5.7）×2=1.2×0.6×27m319.443-3剖1.0×0.6×[20.1×2+（20.1-0.6×2）×2]=1.0×0.6×78m346.80楼梯基础0.5×0.3×（1.8-0.75）=0.5×0.3×1.05m30.165、房心回填土(3.06×5.46×9+3.36×5.7×2+1.86×19.86)×(0.45-0.17)+3.06×5.46×(0.45-0.184)m367.626、余土运输284.57-133.01m3151.56(二)砌筑工程1、砖基础24.64+9.36+23.92+0.22-10.03-0.06m348.051-1剖0.24×（1.05+0.656）×（5.46×10+1.86×3）=0.24×1.706×60.18m324.642-2剖0.24×（1.05+0.394）×13.5×2=0.24×1.444×27m39.363-3剖0.24×（1.05+0.197）×（20.1×2+19.86×2）=0.24×1.247×79.92m323.92楼梯基础0.24×0.5×1.8m30.22应扣除地圈梁0.24×0.25×[(20.1+13.5)×2+5.46×10+1.86×3+19.86×2]m310.03应扣除构造柱0.06×0.24×0.24×14+0.06×0.24×0.06×14+0.06×6×0.5×0.06×0.24m30.06工程量计算表项目名称工程量计算式单位数量2、砖外墙240厚0.24×[（20.1+13.5）×2×15.3-196.74]-6.96-5.14-11.02m3176.42应扣除门窗框外围面积1.78×2.99+1.48×2.99×2+1.48×2.69×4+1.47×2.07×11+1.47×1.77×44+1.77×1.77×4+1.77×0.87×4m2196.74应扣除外圈梁0.24×0.15[（20.1+13.5）×2×5-（2×61+2.3×9）]=0.036×193.3m36.96应扣除外过梁0.24×0.15×（2×61+2.3×9）=0.036×142.7m35.14应扣除构造柱0.24×0.24×15.3×10+0.06×0.24×15.3×10m311.023、砖内墙240厚0.24×[（5.46×10+13.2×2+3.3×2）×（3.17+2.87×4）-131.72]-12.66-2.93-4.85m3255.95应扣除门窗框外围面积0.98×2.49×45+0.88×2.49×10m2131.72应扣除外圈梁0.24×0.15×[（5.46×10+12.96×2+3.06×2）×5-1.4×10-1.5×45]m312.66应扣除外过梁0.24×0.15×（1.4×10+1.5×45）m32.93应扣除构造柱0.24×0.24×（3.17+2.87×4）×4+0.06×0.24×14.65×4+0.06×0.24×14.65×6×0.5m34.854、砖内墙120厚0.12×[4×3.36×2.65+（2.85×4+3.15）×（1.1+0.3√2+0.72+1.34）-11.44]m39.16应扣除门窗框外围面积0.58×0.58×5+0.98×2.49×4m211.445、台阶砌砖（6.8×1.9+6.2×1.6+5.6×1.3+5.2×1.8+4.6×1.5+4×1.2+6.7×1.8+6.1×1.5+5.5×1.2）×0.115m39.086、蹲台极小便槽砌砖0.12×0.15×（3.1+1.4）×5+0.06×0.24×2.5×5m30.59（三）现场搅拌混凝土工程、预制构件制安、运输1、构造柱C2511.72+4.42m316.14外墙0.24×0.24×15.36×10+0.06×0.24×15.36×10+0.06×0.24×15.36×6×0.5m311.72内墙0.24×0.24×15.36×4+0.06×0.24×15.36×4m34.422、圈梁C25地圈梁0.24×0.25×[（20.1+13.5）×2+5.46×10+1.86×3+19.86×2]=0.24×0.25×167.10m310.03外圈梁（0.24×0.15+0.2×0.06）×[（20.1+13.5）×2×5-（2×61+2.3×9）]=0.048×193.3m39.28内圈梁0.24×0.15×[（5.46×10+12.96×2+1.86×3+3.06×2）×5-(1.4×10+1.5×45)=0.036×379.6m313.673、过梁C250.24×0.15×(1.4×10+1.5×45)+(0.24×0.15+0.2×0.06)×(2×61+2.3×9)m39.784、梁C253.23+0.82m34.05L10.24×0.35×3.84×2×5m33.23PL1、PL20.24×0.4×（4.5+4）m30.825、板C25工程量计算表项目名称工程量计算式单位数量雨罩PB1、PB21.2×4×（0.06+0.12）×0.5+0.19×0.06×4+1.2×4.5×(0.06+0.12)×0.5+0.19×0.06×4.5m31.01B1、B20.15×3.42×5.6×5+0.15×3.42×2.2×5m320.016、阳台C251.3×5.6×（0.07+0.15）×0.5×5+0.18×0.06×5.6m34.067、楼梯C255.46×3.36×4m273.388、挑檐（0.6×0.07+0.18×0.06+0.24×0.15）×2×（20.1+0.72×2）+(0.6×0.07+0.18×0.06+0.12×0.15)×2×13.26m35.709、预制混凝土接头灌缝m3134.4110、预制圆孔板运输99.15+14.46+18.5+2.3m3134.41KB33.(2)3.21×0.88×(6×4×2+6)×5×0.13m399.15KB36.(2)3.51×0.88×(6×5+6)×0.13m314.46KB21.12.01×1.18×(10×5+2×5)×0.13m318.50KB21.(1)2.01×0.88×(1×5+1×5)×0.13m32.3011、预制圆孔板制安m3134.41（四）屋面及防水工程屋面干铺加气混凝土100厚20.34×13.74×0.1m327.95屋面找坡20.34×13.74×（0.03×2+13.74÷2×2%）÷2m327.58屋面找平层、SBS防水卷材（13.5+0.66×2）×（20.22+0.66）+0.54×（13.5+0.66×2-5.6）+1.3×5.6+（0.18+0.03）×（13.5+0.66×2+20.1+0.66×2+1.3）×2=14.82×20.88+0.54×9.22+1.3×5.6+0.21×75.08m2337.47卫生间防水找平层(3.06×5.46+0.12×2×2.50)×4m269.23卫生间聚氨脂防水涂料平面(3.06×5.46+0.12×2×2.50)×5m286.54卫生间聚氨脂防水涂料立面1.8×2×(3.06+5.46+0.8+1.34+0.72+0.3√2)×5m2212.48塑料雨水管（15.3+0.45）×2m31.50墙体防潮层0.24×（5.46×10+1.86×3+19.86×2+20.1×2+13.5×2)m240.10二、装饰工程（一）内装修卫生间地砖地面3.06×5.46+0.15×1.4+0.12×2.5×2m217.52地砖楼面（3.06×5.46+0.15×1.4+0.12×2.5×2）×4m270.07釉面砖墙面2.6×（3.06+5.46+1.1+0.3√2+0.72+1.34+0.8）×2×5-39.78+11.35m2307.08应扣除门窗框外围及蹲台侧面面积（0.88×2.49×2+0.58×0.58×2）×5+1.47×2.07+1.47×1.77×4+0.15×1.4×5m239.78门窗侧壁应增加面积0.11×（0.88×10+2.49×2×10+0.58×4×5+1.47×2×5+2.07×2+1.77×2×4）m211.35工程量计算表项目名称工程量计算式单位数量墙面抹灰面积0.2×（3.06+5.46+1.1+0.3√2+0.72+1.34+0.8）×2×5+307.08m2332.89PVC吊顶3.06×5.46×5m283.54宿舍水泥地面3.06×5.46×9