(完整版)一般土建施工图预算编制实例

一般土建施工图预算编制实例．1概况1．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；现浇钢筋泥凝土构件，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240×240mm，配筋4Ф12、ф6﹫200，按要求预留马牙槎并设拉接筋与墙体拉接。图中ф为一级圆钢，Ф为二级螺纹钢。（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。（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1.0,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：钢筋混凝土预制板或现制板平放、1:6水泥焦渣最低处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，白石子水刷石墙裙。2）内墙抹灰：喷内墙涂料（大白浆）；2厚纸筋灰罩面；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厚纸筋灰罩面；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。本例中只将主要图纸附于本书中，它们是建施1～2和结施1～6。2．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。图5.67建施1建筑平面图图5.68建施2建筑剖面图及立面图图5.69结施1基础平面、剖面图图5.70结施2屋顶结构平面布置图图5.71结施3独立柱配筋图图5.72结施4L1、L2配筋祥图图5.73结施5地圈梁及圈梁平面布置及配筋图图5.74结施6雨蓬大样图．2施工图预算编制本工程施工图预算由以下内容组成：1．工程预算书封面2．工程预算费用汇总表，见表5-153．汇总及价差调整表，见表5-164．工程预算分析表，见表5-175．工程量计算表，见表5-18～5-20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元电元水元暖元预算：审核：施工单位：×××建筑公司年月日表5-15工程预算费用汇总表单位工程名称：单层实习车间序号费用名称计算金额（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费×3.53%1835.072临时设施费(1)×1.72%925.703现场管理费(1)×1.25%672.754企业管理费(1)×2.00%1076.405财务费(1)×0.49%263.726社会劳动保险费(1)×1.03%554.357定额测定编制管理费(1)×0.19%102.268计划利润(1)×2.62%1410.089材料调价费见材料调价表4649.2410税金[(1)+(2)+(3)+⋯+(9)]×3.43%2177.1711总造价上述十项之和65651.65编制说明：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1998定额及相应取费标准编制的，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），在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．现浇钢筋混凝土梁、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元；8．河北定额中，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t74.5021.8845.0023.121722.443碎石t34.5030.4138.007.59261.864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m385.590.551.000.4538.529钢筋ф6t0.2972400.002400.0000包括加固筋ф8t0.2092400.002400.0000ф10t0.0092400.002400.0000Ф12t0.6072400.002450.0050.0030.35Ф18t0.1732400.002450.0050.008.65Ф20t0.0342400.002450.0050.001.70Ф22t0.0392400.002450.0050.001.9510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ф10以内钢筋土石方工程11-8人工挖地槽100m30.75789.05779.679.3838.0321-16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换人工运土40m100m30.37222.09222.0910.83小计1677.371588.130.3788.8777.460.67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104-1换9m内单排脚手×0.7100m20.49346.7253.51276.7316.482.61工程预算分析表续表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tttm3ttt综合用工425#水泥中砂碎石水ф10以内钢筋ф20以内钢筋ф20以内钢筋114-1独立柱脚手架(单排)100m20.28283.0443.68225.9013.452.13124-29m内双排脚手架100m21.852201.33350.061731.05120.2317.08134-13满堂脚手架100m20.80337.62166.95159.3611.318.14小计3168.71614.202393.04161.4729.96混凝土及钢筋混凝土工程145-6C20现浇独立柱基础10m30.21758.3395.48624.1738.674.660.591.602.782.220.0210.0650.011155-29C20现浇矩形柱10m30.09776.23147.73588.7739.737.210.300.651.171.230.0470.0730.013165-33C20现浇构造柱10m30.201302.45292.08931.7178.6614.250.661.452.593.370.0520.107175-36C20现浇单梁10m30.171567.90287.621199.2980.9914.030.551.192.271.770.0650.1710.062185-38C20现浇圈梁10m30.804728.681012.863529.72186.1049.412.595.6210.6911.670.2240.4650.001195-40C20现浇过梁10m30.04401.5885.57298.6617.354.170.130.280.530.650.0110.0340.001205-62C20现浇雨蓬10m20.19172.6237.70122.9012.021.840.050.100.180.390.0180.005215-67C20现浇挑檐10m30.242230.37658.151396.14176.0832.100.841.703.097.020.2050.013225-87C20预制过梁10m30.12574.7093.95447.1333.620.0570.007235-100C30预制空心板10m30.582633.00425.552022.51184.940.1690.149245-146普通钢筋调整ф10以内t-0.197-577.81-84.24-486.53-7.04-4.07255-147普通钢筋调整Ф20以内t-0.119-330.23-29.79-291.24-9.20-1.45265-148普通钢筋调整Ф20以外t-0.049-130.33-8.61-119.44-2.28-0.42工程预算分析表续表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10m30.58715.1864.2116.76634.213.13307-11Ⅱ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tttm3tt综合用工425#水泥中砂碎石水生石灰325#水泥389-221:6水泥焦渣垫层(屋面)10m31.381432.19264.791142.5624.8412.929.743.55399-23换C10混凝土垫层（柱基）10m30.0576.2716.1457.133.000.790.380.660.340.14409-23C15混凝土垫层（地面）10m30.49782.24131.79625.9324.526.431.373.706.453.34419-2520厚水泥砂浆找平(屋面)100m21.22647.52200.08425.4821.969.761.254.950.93429-14220厚水泥砂浆面层100m20.82543.06237.02297.268.7811.560.802.663.660.12439-145水泥砂浆踢脚100m20.0788.9353.9434.000.992.630.100.270.060.01449-148水泥砂浆台阶面层100m20.0227.8915.0812.470.340.740.040.090.14459-208混凝土散水100m20.401118.92438.04628.6952.1921.370.822.143.164.231.60469-211混凝土台阶100m20.0299.2835.1157.636.541.710.070.180.320.540.12小计5537.551750.173532.00255.3885.384.4514.3710.5927.455.883.82屋面工程4710-15三毡四油带砂防水层100m21.323453.81299.823153.640.3414.634810-59铁皮排水（水落管等）100m20.08308.1847.97260.212.344911-207加气混凝土块保温10m31.802459.66183.022276.648.93小计6221.64530.815690.490.3425.90装饰工程5012-1天棚普通抹灰100m21.21620.46322.72285.8111.9315.740.412.671.910.575112-13内墙中级抹灰100m22.06993.54651.19319.4022.9531.770.027.074.141.36工程预算分析表续表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tttm3tt综合用工425#水泥中砂325#水泥水白石子生石灰5212-31独立柱中级抹灰100m20.0747.7130.9715.940.811.510.200.120.035312-76水刷石墙裙100m20.43660.85359.92296.694.2417.560.550.960.061.180.675412-87干粘石墙面100m21.171532.54724.59790.3917.5535.351.003.960.181.040.705512-91干粘石普通腰线(挑檐立面)100m20.15392.34290.0099.962.3814.150.170.520.020.140.095612-230钢门窗防锈漆一遍100m20.3689.7128.5661.151.395712-232钢门窗调和漆两遍100m20.36166.0471.2294.823.475812-286天棚、墙面等喷大白100m23.34176.69139.0137.686.786912-294预制板底清洗油腻100m20.8892.2920.3971.900.99小计4756.802630.202066.8459.76128.32.1415.360.2610.721.431.966016-19建筑物垂直运输100m20.971495.721495.72预算直接费51984.91其中人工费13369.46材料费34753.34机械费3862.11表5-18门窗工程量计算表门窗编号所用材料洞口尺寸m（宽×高）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-1M-2小计C-1C-2小计合计钢门钢门钢窗钢窗1.5×3.11.0×3.1钢门1.5×2.12.4×2.1钢窗4.653.103.155.0422519.306.2015.5015.755.0420.799.30/215.75/525.056.20/25.04/111.24表5-19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GLA4106GLA4246GLA7156小计0.0650.2510.1332160.1300.2510.7981.180.798/60.13/20.251/1预制空心板KB33.3KB33.(2)小计0.280.221835.040.665.705.04/180.66/3注：表中预制构件体积为净用量，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1.18/10×10.15=1.20m3,预制空心板为5.7/10×10.10=5.76m3。表5-20工程量计算表序号项目名称及作法计算式单位数量1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基础工程平整场地(11.28+8.58)×239.72-4×0.365(3.6-0.24)+(8.1-0.24)=3.36+7.868.58×11.28S底S底+2L外+16=96.78+2×39.72+16mmmm2m2m239.7238.2611.2296.7896.78192.22工程量计算表续表序号项目名称及作法计算式单位数量234567人工挖地槽(三类土，H=1.35m)人工挖地坑(三类土，H=1.45m)C15现浇钢筋混凝土地圈梁钢筋计算Ф12ф6M5水泥砂浆砖基础3：7灰土垫层独立柱基础C10混凝土垫层V=(B十2C)×H×LV中1-1=1.2×1.35×38.26V内2-2=1.0×1.35×[(3.6-0.54-0.5)+(8.1-0.54×2)]=小计74.91m3V=(a+2C).(b+2C).HV=(2.3+2×0.3)×(2.3+2×0.3)×1.45地圈梁体积=宽×高×地圈梁长V中=0.36×0.24×38.26V内=0.24×0.24×11.22小计3.96m338.26×6×1.0638×0.888[3.36+30×0.012×2(向两侧锚固长度)+(7.86+30×0.012×2)×1.0638（接头系数）]×4×0.888(0.36+0.24)×2×(38.26/0.2+1)×0.222(0.24+0.24)×2×(11.22/0.2+2)×0.222V=墙厚×(设计基础高十折加高度)×基础长-柱及地梁体积V中1-1=0.365×(1.2+0.432)×38.26-3.31V内2-2=0.24×(1.2+0.394)×11.22-0.65小计23.12m3垫层体积=垫层宽×厚×长V中1-1=1.2×0.3×38.26V内2-2=1.0×0.3×[(3.6-0.54-0.5)+(8.1-0.54×2)]=小计16.64m3V=a×b×h+h1/6×[a×b十（a+a1）(b+b1)+a1×b1]=2.1×2.1×0.3+0.4/6×[2.1×2.1+(2.1+0.5)×(2.1+0.5)+0.5×0.5]2.3×2.3×0.1m3m3m3m3m3kgkgkgkgm3m3m3m3m3m361.9812.9312.193.310.65216.946.951.212.219.483.6413.772.872.080.53891011121314151617基槽回填土室内回填土余土外运脚手架工程外墙砌筑脚手架内墙砌筑脚手架满堂脚手架独立柱脚手架混凝土及钢筋混凝土工程C20现浇矩形柱Z1（周长1.6m）钢筋计算Ф18ф6C20现浇圈梁3-3剖（内墙上）4-4剖（外墙上）5-5剖（外墙上）钢筋计算3-3剖Ф12ф64-4剖Ф12ф65-5剖Ф12ф6C20现浇构造柱外墙四角处外墙B轴处内墙交接处V=挖土体积-设计室外地坪以下埋设物体积=74.19+12.19-23.12-23.12-3.96-16.64-2.08-0.53-0.4×0.4×0.85(室外地坪以下独立柱)+(38.26×0.365+11.22×0.24)×0.15(室外地坪以上砖基础)V=(S底-L中×墙厚-L内×墙厚)×h=(96.78-38.26×0.365-11.22×0.24)×(0.15-0.08)80.1274.91+11.35-43.13-5.61S=L外×高=39.72×(4.50+0.15)S=L内×高=11.22×(4.5-0.13)底层净空面积S=(柱周长+3.6)×柱高=（0.4×4+3.6）×(4.5+0.8)柱体积=断面面积×柱高=0.4×0.4×(4.5+0.8)（其中3.6m以上部分体积为0.4×0.4×(4.5-3.6)[(0.65+0.8+0.7-0.035+3.9×0.018)+4.5]×4×2.0(0.4+0.4)×2×[0.65/0.1+(4.5-0.65)/0.2+1]×0.222V=宽×高×圈梁长V内3-3=0.24×0.25×11.22V中4-4=0.24×0.4×(10.8+0.12)×2V中5-5=(0.24×0.25+0.12×0.15)×(8.1+0.12)×2小计4.05m3(均超过3.6m)同内墙地圈梁(0.24+0.25)×2×(11.22/0.2+2)×0.222(10.92+30×0.012×2)×2×1.0638×4×0.888(0.24+0.4)×2×(10.92/0.2+1)×2×0.222(8.22+30×0.012×2)×2×1.0638×4×0.888(0.21+0.23+0.37+0.09+12.5×0.006)×(8.22/0.2+1)×2×0.222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+0.24×0.03]×4.5×4V中=(0.24+0.03×2)×0.24×4.5V内=[(0.24+0.03×2)×0.24+0.24×0.03]×4.5m3m3m3m2m2m2m2m3m3kgkgm3m3m3kgkgkgkgkgkgm3m3m343.135.6137.42184.7049.0380.1227.560.850.1453.59.50.672.101.2846.912.688.031.667.618.21.300.320.36工程量计算表续表序号项目名称及作法计算式单位数量181920212223钢筋计算Ф12ф6墙体拉接筋计算ф6∟字型―字型⊥字型C20现浇单梁L1L2钢筋计算L1Ф18Ф12Ф20ф8L2Ф18Ф12Ф20ф8C20现浇雨蓬雨蓬梁（按过梁计）钢筋计算Ф22ф8ф10ф6C20现浇挑檐钢筋计算ф8ф8放射筋ф6C20预制过梁钢筋计算C30空心板钢筋计算小计1.98m3(其中超过3.6m构造柱体积为0.4m3)(4.5+30×0.012)×4×0.888×6(0.24+0.24)×2×(4.5/0.2+1)×0.222×6(1.12×2+12.5×0.006)×2×(4.5/0.5+1)×0.222×4(2.24+12.5×0.006)×2×(4.5/0.5+1)×0.222(2.24+1.12×4+12.5×0.006×3)×(4.5/0.5+1)×0.222小计66.8kgV=梁宽×梁高×梁长V=0.25×0.5×(8.1+0.24)V=0.25×0.4×(7.2-0.24-0.25)小计1.71m3(均超过3.6m)(8.34-0.025×2+0.15×2)×4×2.0(5.1-0.025+1.0)×2×0.888(1.5+3.0-0.025)×2×2.47(0.25+0.5)×2×[2.5/0.1+(8.29-2.5)/0.2+1]×0.395(7.2+0.24-0.025×2+0.15×2)×3×2.0(3.6-0.025+1.0)×2×0.888(1.0+3.6-0.025)×1×2.47(0.25+0.4)×2×[2.0/0.1+(7.39-2.0)/0.2+1]×0.3953.24×0.60.25×0.5×3.24(3.24-0.025×2)×4×2.98(0.25+0.5)×2×(3.19/0.2+1)×0.395(0.85-0.025×2+6.25×0.006)×(3.19/0.2+1)×0.617(3.19+12.5×0.006)×0.6/0.2×0.222(39.72+4×0.6)×0.6×0.07+(39.72+4×0.6)×0.23×0.06(0.84+0.3-0.025×2+0.1)×39.72/0.2×0.6171.92×5×0.395×4(39.72+0.3)[平均长度]×6×1.031×0.222见墙体埋件及空心板表附注13.84(查标准图集)×6+4.19×2+21.33×1见墙体埋件及空心板表附注13.3(查标准图集)×18+9.8×3超过3.6m现浇钢筋混凝土构件共计0.14+4.05+0.4+1.71=6.30m3kgkgkgkgkgm3m3kgkgkgkgkgkgkgkgm2m3kgkgkgkgm3kgkgkgm3kgm3kg103.630.041.110.315.41.040.6768.710.822.132.646.18.111.324.61.940.4138.010.09.02.22.4145.83.0354.01.20112.85.76268.8工程量计算表续表序号项目名称及作法计算式单位数量2425262728293031323334353637383940414243砌筑工程M5混合砂浆外墙M5混合砂浆内墙构件运输及安装Ⅰ类预制构件运输Ⅱ类预制构件运输空心板安装预制过梁安装门窗、木结构工程钢门钢窗楼地面工程混凝土台阶1:2.5水泥砂浆面层地面20厚1:2.5水泥砂浆面层C15混凝土垫层混凝土散水水泥砂浆踢脚屋面工程1:6水泥焦渣找坡层加气混凝土保温层1:2.5水泥砂浆找平层三毡四油一砂防水层铁皮排水装饰工程天棚普通抹灰挑檐底面抹灰雨蓬底面抹灰V=(墙长×高度-门窗洞口面积)×墙厚-钢筋混凝土构件体积V中=(38.26×4.5-25.05)×0.365-1.30-0.32-2.10-1.28V内=[11.22×(4.5-0.13)-11.24]×0.24-0.36-0.67空心板运输预制过梁运输见墙体埋件及空心板表见墙体埋件及空心板表见门窗表（其中门亮2.5m2）见门窗表3.6×1.0-3.0×0.7同上S=(S净+台阶平台部分)=80.12+(3.6-1.5)V=地面面层面积×垫层厚=82.22×0.06S=(L外-台阶长)×散水宽+4×散水宽×散水宽=(39.72-3.6)×1.0+4×1.0×1.0(38.26+11.22×2)×0.12[S底+(L外+4×檐宽)×檐宽]×平均厚度=[96.78+(39.72+4×0.6)×0.6]×(8.34×2%/2+0.03)122.05[96.78-(38.26×0.18+4×0.182)]×0.2122.05122.05+(39.72+4×0.6)×0.23一根水落管长4.5+0.15=4.65m铁皮排水面积=(4.65×0.32+0.16+0.45)×4S净+梁侧面积=80.12+(8.1-0.24)×0.5×2+(7.2-0.24-0.25)×0.4×2(39.72+4×0.6)×0.6同雨蓬工程量小计120.56m2m3m3m3m3m3m3m2m2m2m2m2m3m2m2m3m3m2m2m2m2m2m248.708.045.761.201.185.7015.5020.791.501.5082.224.9340.127.2813.8417.95122.05131.748.3993.3525.271.94工程量计算表续表序号项目名称及作法计算式单位数量444546474849505152预制板底清洗油腻水刷石外墙裙干粘石外墙挑檐立面干粘石内墙中级抹灰外墙内面抹灰内墙面抹灰独立柱抹灰天棚、墙面等喷大白钢门窗油漆垂直运输3.3×1.18×18+3.3×0.88×6L外×裙高-M1宽×2×(裙高-室内外高差)=39.72×(1.0+0.15)-1.5×2×(1.05-0.15)L外×(墙高+室内外高差)-门窗面积-外墙裙面积=39.72×(4.5+0.15)-25.05-42.68(39.72+4×0.6)×(0.3+0.06)(38.26-4×0.365-0.24×3)×(4.5-0.13)-25.05(门窗面积)[(11.22-0.24)×(4.5-0.13)-11.24(门窗面积)]×2小计206.11m2(0.4+0.4)×2×(4.5-0.13)120.56+206.11+6.99(15.5+20.79)×1.00同建筑面积混凝土及钢筋混凝土分部钢筋图纸消耗量汇总ф10以内(221.5+203+9)×(1+3%)=446kg=0.446tФ20以内(588.3+114.8+33.4)×(1+3%)=814kg=0.814tФ20以外38×(1+3%)=39.1kg=0.039t共计1.299t钢筋定额消耗量汇总（经材料分析得到）ф10以内0.643tФ20以内0.933tФ20以外0.088t共计1.664t由于(1.664-1.299)/1.664>3%，需进行重量调整，其调整量分别为：ф10以内-0.197tФ20以内-0.119tФ20以外-0.049tm2m2m2m2m2m2m2m2m2m287.5242.68116.9715.16132.6273.496.99333.6636.2996.78