一般土建施工图预算编制实例

1、一般土建施工图预算编制实例土垫层；C15钢筋混凝土地梁。（2）主体工程内外墙均采用C20,预应力构件根在地圈梁上，断面尺寸均为并设拉接筋与墙体拉接。图中（3）门窗本工程门窗均为钢门窗，所有门窗均刷防锈漆一遍、调和漆两遍，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，：阶长3.6m,与散水同宽，散水、台阶做法同地面，踢脚为（5）屋面工程屋面工程做法从下到上为：钢筋混凝土预制板或现制板平放、30厚，找2%坡度，振捣密实，表面抹光、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、水落管及下水口铁皮排水。（6）装饰工程1）外墙装饰：外墙为干粘石墙面，白石子水刷石

2、墙裙。2）内墙抹灰：喷内墙涂料（大白浆）厚1:3石灰膏砂浆打底。3）天棚抹灰：喷顶棚涂料（大白浆）打底；刷素水泥浆一道（内掺水重碱清洗油腻。本例中只将主要图纸附于本书中，它们是建施2施工组织说明20厚3D1:2.5水泥砂浆抹面压实赶光；散水宽120mm高水泥砂浆踢脚。1:6水泥焦渣最低处干铺200厚加气混凝土保温层表面平整扫净、2厚纸筋灰罩面；6厚1:3石灰膏砂浆；1.0,台10；5%的2厚纸筋灰罩面；107胶）；钢筋混凝土预制板底用水加6厚1:3:9水泥石灰膏砂浆10%火1D2和结施1D6。工程概况1设计说明本例为一单层砖混结构实习车间，建筑面积96.78m爼室内标高0.00,00000-0

3、.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，CIO混凝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C30；现浇钢筋泥凝土构件，除注明者外，均为C20混凝土，构造柱扎240D240mm,配筋4012、中6D200,按要求预留马牙槎中为一级圆钢，0为二级螺纹钢。（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。2M；IB|1500W1050150011050.10501WlbIbikC

4、0g8图5.68建施2建筑剖面图及立面图-0J5J6K)L38091S500图5.69结施1基础平面、剖面图11Mfii5輻_L4_Q图5.73结施5地圈梁及圈梁平面布置及配筋图施工图预算编制本工程施工图预算由以下内容组成：5-52工程预算费用汇总表，见表5-153材料汇总及价差调整表，见表5-164工程预算分析表，见表5-17预算：审核：5叮程量计算表，见表5-18D5-20工程预算书预算名称实习车间结构形式砖混结构层数一层建筑面积96.78m2造价678.36元/m2工程造价65651.65元其中：土建65651.65元电元水元暖元施工单位：xxx建筑公司年月日表5-15工程预算费用汇总表

5、单位工程名称：单层实习车间序号费用名称计算方法金额（元）备注1直接费合计定额直接费+其他直接费53819.98定额直接费见工程预算分析表51984.91其他直接费定额直接兀3.53%1835.072临时设施费(1)D1.72%925.703现场管理费(1)D1.25%672.754企业管理费(1)D2.00%1076.405财务费6社会劳动保险费7定额测定编制管理费8计划利润9材料调价费10税金11总造价(1)D0.49%(1刃1.03%(1刃0.19%(1)D2.62%见材料调价表(1)+(2)+(3)+(9)口3.43%上述十项之和263.72554.35102.261410.084649

6、.242177.1765651.65编制说明：1998定额及相应取费标，在1本预算是按全国统一建筑工程预算工程量计算规则计算工程量，按河北省准编制的，取费按四类丁级；2本工程中钢筋是按图纸实际用量计算的，并根据需要对钢筋进行了重量调整（预制构件钢筋未调）工程结算时不再调整；3由于篇幅限制，本例中只对部分材料进行了分析和汇总；4本例中材料市场价格是按廊坊市2000年第一期价格信息执行的；.5挑檐立面干粘石按河北定额规定套用了普通腰线定额；6室内回填土是按地面素土垫层考虑的；7兀浇钢筋混凝土梁、板、柱，如层高超过3.6m,每超过1m（不足1m者，按1m计），按每10m3混凝土工程量增加138.13

7、元；8兀北定额中，实砌内墙及抹灰中已包括3.6m脚手架的费用，不另行计算；若超过3.6m,则应计算，按相应砌筑单排脚手架基价乘以0.7系数计算，独立柱脚手架按相应高度单排脚手架计算；9屋面工程中垫层及水泥砂浆找平层按楼地面工程相应项目计算；10楼地面工程垫层项目用于基础垫层时,人工及机械乘以系数1.2。表5-16材料汇总及价差调整表单位工程名称：单层实习车间序号材料名称规格单位数量预算价（元）市场价（元）单价差（元）合价（元）备注综合用工工日628.01水泥325#t8.43205.00230.0025.00210.75425#t12.70254.00300.0046.00584.202中砂t

8、74.5021.8845.0023.121722.443碎石t34.5030.413&007.59261.864白石子t1.43120.00130.0010.0014.305生石灰t8.7989.76115.0025.24221.867红（青）砖千块41.87116.00150.0034.001423.588水m385.590.551.000.453&529钢筋中6t0.2972400.002400.0000包括加固筋中8t0.2092400.002400.0000中10t0.0092400.002400.0000012t0.6072400.002450.0050.0030.35018t0.1

9、732400.002450.0050.008.65020t0.0342400.002450.0050.001.70022t0.0392400.002450.0050.001.9510空腹钢门m216.0102.51110.007.49119.8411空腹钢窗m221.079.5680.000.449.24合计4649.24表5-17工程预算分析表单位工程名称：单层实习车间序号定额编号工程项目名称计量单位数量预算总价（元）其中12345678人工费（元）材料费（元）机械费（元）工日千块m3tttt综合用工红砖水325#水泥中砂生石灰10以内钢筋土石方工程11-8人工挖地槽100m30.75789

10、.05779.679.3838.0321-16人工挖地坑100m30.12147.21145.711.57.1131-31回填土（夯填）100m30.43342.28263.920.3777.9912.870.6741-35平整场地100m21.92176.74176.748.6251-84人工运土40m100m30.37222.09222.0910.83小计1677.37158&130.3788.8777.460.67砌筑工程63-1M5水泥砂浆砖基础10m32.312497.78626.521841.5629.7130.5611.994.071.248.9273-2M5水泥石灰砂浆一砖内墙

11、10m30.80993.66256.82727.249.6012.534.221.780.423.010.1383-4M5水泥石灰砂浆一砖半外墙10m34.875731.451634.324034.5062.6279.7225.6611.202.6919.440.8293-39砌体内钢筋加固筋t0.067210.7738.92169.632.221.900.069小计9433.662556.586772.93104.15124.7141.8717.054.3531.370.950.069脚手架工程104-19m内单排脚兀0.7100m20.49346.7253.51276.7316.482.6

12、1工程预算分析表续表工程预算分析表续表11121314151617181920212223242526定额编号4-14-24-135-65-295-335-365-385-405-625-675-875-1005-1465-1475-148计量工程项目名称独立柱脚手架（单排）数量单位（元）100m20.28283.049m内双排脚手架100m21.852201.33满堂脚手架100m20.80337.623168.71混凝土及钢筋混凝土工程C20现浇独立柱基础C20现浇矩形柱C20现浇构造柱C20现浇单梁C20现浇圈梁C20现浇过梁C20现浇雨蓬C20现浇挑檐C20预制过梁C30预制空心板普通

13、钢筋调整普通钢筋调整普通钢筋调整中10以内020以内020以外10m310m310m310m310m310m310m210m310m310m30.210.090.200.170.800.040.190.240.120.58-0.197-0.119-0.049758.33776.231302.451567.904728.68401.58172.622230.37574.702633.00-577.81-330.23-130.33人工费（元）43.68350.06166.95614.2095.48147.73292.08287.621012.8685.5737.70658.1593.95425.5

14、5-84.24-29.79-8.61材料费（元）225.901731.05159.362393.04624.17588.77931.711199.293529.72298.66122.901396.14447.132022.51-486.53-291.24-119.44机械费（元）13.45120.2311.31161.4738.6739.7378.6680.99186.1017.3512.02176.0833.62184.94-7.04-9.20-2.28工日综合用工2.1317.08&1429.964.667.2114.2514.0349.414.171.8432.10-4.07-1.45

15、-0.42425#水泥0.590.300.660.552.590.130.050.841.600.651.451.195.620.280.101.702.781.172.592.2710.690.530.183.09m32.221.233.371.7711.670.650.397.02中10以内钢筋0.0210.0470.0520.0650.2240.0110.0180.2050.0570.169中20以内钢筋0.0650.0730.1070.1710.4650.0340.0050.0130.0070.149中20以内钢筋0.0110.0130.0620.0010.001工程预算分析表续表序号

16、定额编号工程项目名称计量单位数量预算总价（元）其中12345678人工费（元）材料费（元）机械费（元）工日tttm3tm2m2综合用工425#水泥中砂碎石水生石灰空腹钢门空腹钢窗275-182钢筋场外运输t1.29989.1517.898.7562.510.9228补现浇梁、板、柱层高超过3.6m增加费用10m30.6387.0255.9922.268.782.73小计14283.663088.4310294.8900.93125.385.7112.5923.3028.32构件运输及安装工程297-4I类预制构件运输10m30.58715.1864.2116.76634.213.13307-1

17、1II类预制构件运输10m30.12133.629.644.45119.520.47317-88预制过梁安装10m30.118125.90102.1822.381.334.980.020.100.06327-100空心板安装10m30.57286.89130.87152.803.226.380.200.430.521.25小计1261.58306.90196.39758.2914.960.220.530.521.31门窗、木结构工程338-157普通钢门安装100m20.161802.33124.481661.7616.096.070.060.140.040.0316.0348-159普通钢窗

18、安装100m20.211855.97135.741699.1221.116.620.070.180.050.0421.0358-161钢门窗安玻璃100m20.23489.9344.32445.602.16小计4148.22304.543806.4837.2014.850.130.320.090.0716.021.0楼地面工程369-1素土垫层（室内回填土）10m30.5663.5050.280.6212.62.451.12379-2换3:7灰土垫层（基础）10m31.66657.75307.90250.2399.6215.023.354.16工程预算分析表续表工程预算分析表续表3839404

19、142434445464748495051定额编号9-229-239-259-1429-1459-1489-2089-21110-1510-5911-20712-112-13计量工程项目名称1:6水泥焦渣垫层（屋面）数量单位（元）10m31.381432.19C10混凝土垫层（柱基）C15混凝土垫层（地面）20厚水泥砂浆找平20厚水泥砂浆面层水泥砂浆踢脚水泥砂浆台阶面层混凝土散水混凝土台阶屋面工程三毡四油带砂防水层铁皮排水（水落管等）加气混凝土块保温天棚普通抹灰内墙中级抹灰装饰工程（屋面）10m310m3100m2100m2100m2100m2100m2100m2100m2100m210m31

20、00m2100m20.050.491.220.820.070.020.400.021.320.081.801.212.0676.27782.24647.52543.0688.9327.891118.9299.285537.553453.81308.182459.666221.64620.46993.54人工费（元）264.7916.14131.79200.08237.0253.9415.08438.0435.111750.17299.8247.97183.02530.81322.72651.19材料费（元）1142.5657.13625.93425.48297.2634.0012.47628.

21、6957.633532.003153.64260.212276.645690.49285.81319.40机械费（元）24.843.0024.5221.96&780.990.3452.196.54255.380.340.3411.9322.95工日综合用工12.920.796.439.7611.562.630.7421.371.7185.3814.632.34&9325.9015.7431.77425#水泥1.371.250.800.100.040.820.074.450.410.02m3中砂0.383.704.952.660.270.092.140.1814.372.677.07碎石生石灰3

22、25#水泥9.743.550.660.340.146.453.160.3210.593.340.933.660.060.144.230.5427.451.914.141.600.125.880.571.360.120.013.82工程预算分析表续表工程预算分析表续表525354555657586960定额编号12-3112-7612-8712-9112-23012-23212-28612-29416-19工程项目名称独立柱中级抹灰水刷石墙裙干粘石墙面干粘石普通腰线（挑檐立面）钢门窗防锈漆一遍钢门窗调和漆两遍天棚、墙面等喷大白预制板底清洗油腻建筑物垂直运输预算直接费其中人工费材料费机械费计量单位

23、100m2100m2100m2100m2100m2100m2100m2100m2100m2数量0.070.431.170.150.360.363.340.880.97（元）47.71660.851532.54392.3489.71166.04176.6992.294756.801495.7251984.91人工费（元）30.97359.92724.59290.0028.5671.22139.0120.392630.2013369.46材料费（元）15.94296.69790.3999.9661.1594.8237.6871.902066.8434753.34机械费（元）0.814.2417.5

24、52.3859.761495.723862.11工日综合用工1.5117.5635.3514.151.393.476.780.99128.3425#水泥m3中砂325#水泥白石子生石灰0.551.000.172.140.200.963.960.5215.360.060.180.020.260.121.181.040.1410.720.030.670.700.091.431.96表门窗工程量计算表门窗编号所用材料洞口尺寸（宽0高）m一樘面积m2总樘数总面积m2所在部位及面积m2一层外墙370内墙240M-1钢门1.503.14.6529.309.30/2M-2钢门1.003.13.1026.20

25、6.20/2小计钢门15.50C-1钢窗1.502.13.15515.7515.75/5C-2钢窗2.402.15.0415.045.04/1小计钢窗20.79合计25.0511.24表墙体埋件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m3一层外墙370内墙240预制过梁GLA41060.06520.1300.13/2GLA42460.25110.2510.251/1GLA71560.13360.7980.798/6小计1.18预制空心板KB33.30.28185.045.04/18KB33.(2)0.2230.660.66/3小计5.70注：表中预制构件体积为净用量，

26、按河北省建筑工程预算定额规定安装工程量等于表中净用量，其制作及运输工程量相等，为安装工程量加定额规定的损耗。预制过梁为1.18/10010.15=1.20m3,预制空心板为5.7/10010.10=5.76m3。表工程量计算表序号项目名称及作法计算式单位数量常用基数计算外墙外边线L外(11.28+8.58)02m39.72外墙中心线L中39.72-400.365m38.26内墙净长线L内(3.60.24)+(8.10.24)=3.36+7.86m11.22底层建筑面积S底8.58011.28m296.78建筑面积SS底m296.78基础工程1平整场地S+2L+16=96.78+2039.72+

27、16m2192.22人工挖地槽（三类土，H=1.35m)V=(B十2C)DHDLV=1.2D1.35D38.26中i-im361.98V=1.0D1.35D(3.60.540.5)+(8.10.54D2)内2-2=m312.93小计74.91m3人工挖地坑V=(a+2C).(b+2C).H（三类土，H=1.45m)V=(2.3+2D0.3)D(2.3+2D0.3)D1.45m312.19C15现浇钢筋混凝土地圈梁体积二宽D高D地圈梁长地圈梁V=0.36D0.24D38.26中m33.31V=0.24D0.24D11.22内m30.65小计3.96m3钢筋计算e1238.26D6D1.0638D

28、0.888kg216.93.36+30D0.012D2（向两侧锚固长度)+(7.86+30D0.012D2)D1.0638(接头系数)D4D0.888kg46.9中6(0.36+0.24)D2D(38.26/0.2+1)D0.222kg51.2(0.24+0.24)D2D(11.22/0.2+2)D0.222kg12.2M5水泥砂浆砖基础V=墙厚D（设计基础高十折加高度）D基础长柱及地梁体积V=0.365D(1.2+0.432)D38.26-3.31中1-1m319.48V=0.24D(1.2+0.394)D11.22-0.65内2-2m33.64小计23.12m33：7灰土垫层垫层体积二垫层

29、宽D厚D长V=1.2D0.3D38.26中1-1m313.77V=1.0D0.3D(3.6-0.54-0.5)+(8.1-0.54D2)内2-2=m32.87小计16.64m3独立柱基础V二aDbDh+h/6DaDb十(a+a)11(b+b)+aDb111=2.1D2.1D0.3+0.4/6D2.1D2.1+(2.1+0.5)D(2.1+0.5)+0.5D0.5m32.08C10混凝土垫层2.3D2.3D0.1m30.53234567续表序项目名称及作法计算式单数量号位8基槽回填土V二挖土体积-设计室外地坪以下埋设物体积=74.19+12.19-23.12-23.12-3.96-16.64-2

30、.08-0.53-0.4D0.4D0.85(室外地坪以下独立柱)+(38.26D0.365+m343.1311.22D0.24）00.15（室外地坪以上砖基础)9室内回填土V=(S-LDDO-LDDO)Dh底中内=(96.78-38.2600.365T1.22G0.24)。(0.15-0.08)m35.6180.1210余土外运74.91+11.35-43.13-5.61m337.42脚手架工程11外墙砌筑脚手架S=L0高=39.720(4.50+0.15)外m2184.7012内墙砌筑脚手架S=L0高=11.220(4.5-0.13)内m249.0313满堂脚手架底层净空面积m280.121

31、4独立柱脚手架S=(柱周长+3.6)0柱高=(0.404+3.6D0(4.5+0.8)m227.56混凝土及钢筋混凝土工程15C20现浇矩形柱Z1柱体积=0000000=0.400.40(4.5+0.8)m30.85(周长1.6m)（其中3.6m以上部分体积为0.400.40(4.5-3.6)m30.14钢筋计算018(0.65+0.8+0.7-0.035+3.900.018)+4.50402.0kg53.5中6(0.4+0.4)0200.65/0.1+(4.5-0.65)/0.2+100.222kg9.516C20现浇圈梁V二宽000圈梁长3-3剖（内墙上）V=0.2400.25011.22

32、内3-3m30.6744剖（外墙上）V=0.2400.40(10.8+0.12)02中4-4m32.105-5剖（外墙上）V=(0.2400.25+0.1200.15)0(8.1+0.12)02中5-5m31.28小计4.05m3（均超过3.6m）钢筋计算3-3剖012同内墙地圈梁kg46.9中6(0.24+0.25)020(11.22/0.2+2)00.222kg12.64-4剖012(10.92+3000.01202)0201.06380400.888kg88.0中6(0.24+0.4)020(10.92/0.2+1)0200.222kg31.65-5剖012(8.22+3000.0120

33、2)0201.06380400.888kg67.6中6(0.21+0.23+0.37+0.09+12.500.006)0(8.22/0.2+1)0200.222kg18.217C20现浇构造柱柱体积=000积（包括与砖咬接部分）000外墙四角处V=(0.24+0.03)00.24+0.2400.030中4.504m31.30外墙B轴处V=(0.24+0.0302)00.2404.5中m30.32内墙交接处V=(0.24+0.0302)00.24+0.2400.0304.5m30.36续表序单项目名称及作法计算式数量号位钢筋计算012e6小计1.98m3(其中超过3.6mDOOODD(4.5+3

34、000.012)04D0.88806(0.24+0.24)020(4.5/0.2+1)00.222060.4m3)kgkg103.630.018墙体拉接筋计算e6DOO(1.1202+12.500.006)020(4.5/0.5+1)00.22204kg41.1字型(2.24+12.500.006)020(4.5/0.5+1)00.222kg10.3DOO(2.24+1.1204+12.500.00603)0(4.5/0.5+1)00.222kg15.4小计66.8kg19C20现浇单梁V=梁宽0梁高0梁长L1V=0.2500.50(8.1+0.24)m31.04L2V=0.2500.40(7

35、.20.240.25)m30.67小计1.71m3（均超过3.6m）钢筋计算L0181(8.340.02502+0.1502)0402.0kg68.7012(5.10.025+1.0)0200.888kg10.8020(1.5+3.00.025)0202.47kg22.1e8(0.25+0.5)0202.5/0.1+(8.29-2.5)/0.2+100.395kg32.6L0182(7.2+0.240.02502+0.1502)0302.0kg46.1012(3.60.025+1.0)0200.888kg8.1020(1.0+3.60.025)0102.47kg11.3e8(0.25+0.4)

36、0202.0/0.1+(7.39-2.0)/0.2+100.395kg24.620C20现浇雨蓬3.2400.6m21.94雨蓬梁（按过梁计）0.2500.503.24m30.41钢筋计算022(3.240.02502)0402.98kg38.0e8(0.25+0.5)020(3.19/0.2+1)00.395kg10.0e10(0.850.02502+6.2500.006)0(3.19/0.2+1)00.617kg9.0e6(3.19+12.500.006)00.6/0.200.222kg2.221C20现浇挑檐(39.72+400.6)00.600.07+(39.72+400.6)00.2

37、300.06m32.4钢筋计算e8(0.84+0.30.02502+0.1)039.72/0.200.617kg145.8e8放射筋1.920500.39504kg3.03e6(39.72+0.3)平均长度0601.03100.222kg54.022C20预制过梁见墙体埋件及空心板表附注m31.20钢筋计算13.84(查标准图集)06+4.1902+21.3301kg112.823C30空心板见墙体埋件及空心板表附注m35.76钢筋计算13.3(查标准图集)018+9.803kg268.8超过3.6m现浇钢筋混凝土构件共计0.14+4.05+0.4+1.71=6.30m3续表序单项目名称及作法

38、计算式数量号位24砌筑工程M5混合砂浆外墙V=(墙长。高度V=(38.26D4中-门窗洞口面积)0墙厚-钢筋混凝土构件体积5-25.05)00.365-1.30-0.32-2.10-1.28m348.7025M5混合砂浆内墙V=11.220(4.5-0.13)-11.24。0.24-0.36-0.67内m38.04构件运输及安装26DDDODODD空心板运输m35.7627DDDODODD预制过梁运输m31.2028空心板安装见墙体埋件及空心板表m31.1829预制过梁安装见墙体埋件及空心板表m35.70门窗、木结构工程30钢门见门窗表(其中门亮2.5m2)m215.5031钢窗见门窗表m220.79楼地面工程32混凝土台阶3.6D1.0-3.0D0.7m21.50331:2.5水泥砂浆面层同上m21.5034地面20厚1:2.5S=(S+台阶平台部分净)水泥砂浆面层=80.12+(3.6-1.5)m2