河北工厂车间土建工程量计算及施工图预算实例附图纸

土建施工图预算编制实例．1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96.78m2，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1.0,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．材料汇总及价差调整表，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方法金额（元）备注1直接费合计定额直接费+其他他直接费53819.988定额直接费见工程预算分析表表51984.911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)]]×3.433%2177.1711总造价上述十项之和65651.655编制说明：1．本预算是按《全全国统一建筑筑工程预算工工程量计算规规则》计算工工程量，按河河北省19998定额及相相应取费标准准编制的，取取费按四类丁丁级；2．本工程中钢筋是是按图纸实际际用量计算的的，并根据需需要对钢筋进进行了重量调调整（预制构构件钢筋未调调），在工程程结算时不再再调整；3．由于篇幅限制，本本例中只对部部分材料进行行了分析和汇汇总；4．本例中材料市场场价格是按廊廊坊市20000年第一期期价格信息执执行的；.5．挑檐立面干粘石石按河北定额额规定套用了了普通腰线定定额；6．室内回填土是按按地面素土垫垫层考虑的；；7．现浇钢筋混凝土土梁、板、柱柱，如层高超超过3.6mm，每超过1mm（不足1m者，按1m计），按按每10m3混凝土工程程量增加1338.13元元；8．河北定额中，实实砌内墙及抹抹灰中已包括括3.6m脚手手架的费用，不不另行计算；；若超过3..6m，则应应计算，按相相应砌筑单排排脚手架基价价乘以0.77系数计算，独独立柱脚手架架按相应高度度单排脚手架架计算；9．屋面面工程中垫层层及水泥砂浆浆找平层按楼楼地面工程相相应项目计算算；10．楼地地面工程垫层层项目用于基基础垫层时，人人工及机械乘乘以系数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水泥砂浆砖基基础10m32.312497.78626.521841.5629.7130.5611.994.071.248.9273-2M5水泥石灰砂浆浆一砖内墙10m30.80993.66256.82727.249.6012.534.221.780.423.010.1383-4M5水泥石灰砂浆浆一砖半外墙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表5-17工程预算分析表单位工程名称：单层实习车间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(单单排)100m20.28283.0443.68225.9013.452.13124-29m内双排脚手架架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混凝土及钢筋混凝凝土工程145-6C20现浇独立柱柱基础10m30.21758.3395.48624.1738.674.660.591.602.782.220.0210.0650.011155-29C20现浇矩形柱柱10m30.09776.23147.73588.7739.737.210.300.651.171.230.0470.0730.013165-33C20现浇构造柱柱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预制空心板板10m30.582633.00425.552022.51184.940.1690.149245-146普通钢筋调整ф110以内t-0.197-577.81-84.24-486.53-7.04-4.07255-147普通钢筋调整Ф220以内t-0.119-330.23-29.79-291.24-9.20-1.45265-148普通钢筋调整Ф220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、柱层层高超过3..6m增加费费用10m30.6387.0255.9922.268.782.73小计14283.6663088.4310294.8900.93125.385.7112.5923.3028.32构件运输及安装工工程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（室内回回填土）10m30.5663.5050.280.6212.62.451.12379-2换3:7灰土垫层（基基础）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水泥焦渣垫垫层(屋面)10m31.381432.19264.791142.5624.8412.929.743.55399-23换C10混凝土垫层层（柱基）10m30.0576.2716.1457.133.000.790.380.660.340.14409-23C15混凝土垫层层（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水层100m21.323453.81299.823153.640.3414.634810-59铁皮排水（水落管管等）100m20.08308.1847.97260.212.344911-207加气混凝土块保温温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钢门窗防锈漆一遍遍100m20.3689.7128.5661.151.395712-232钢门窗调和漆两遍遍100m20.36166.0471.2294.823.475812-286天棚、墙面等喷大大白100m23.34176.69139.0137.686.786912-294预制板底清洗油腻腻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51984.911其中人工费13369.466材料料费34753.344机械械费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mm2一层外墙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mm3一层外墙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常用基数计算外墙外边线L外(11.28+8..58)×22m39.72外墙中心线L中39.72-4××0.3655m38.26内墙净长线L内(3.6-0.244)+(8..1-0.224)=3..36+7..86m11.22底层建筑面积S底底8.58×11..28m296.78建筑面积SS底m296.78基础工程1平整场地S底+2L外+16=996.78++2×39..72+166m2192.222人工挖地槽V=(B十2C))×H×L(三类土，H=1..35m)V中1-1=1.2××1.35××38.266m361.98V内2-2=1.0××1.35×××2)]==m312.93小计74..91m333人工挖地坑V=(a+2C)).(b+22C).HH(三类土，H=1..45m)V=(2.3+22×0.3))×(2.33+2×0..3)×1..45m312.194C15现浇钢筋混混凝土地圈梁梁地圈梁体积=宽××高×地圈梁长V中=0.36×0..24×388.26m33.31V内=0.24×0..24×111.22m30.65钢筋计算Ф12小计3.996m338.26×6××1.06338×0.8888kg216.9[3.36+300×0.0112×2(向两侧锚固固长度)+(7..86+300×0.0112ф6×2)×1.06638（接头系数数）]×4×00.888kg46.9(0.36+0.224)×2××(38.226/0.22+1)×00.222kg51.2M5水泥砂浆砖基础(0.24+0.224)×2××(11.222/0.22+2)×00.222kg12.25V=墙厚×(设计基础高十折加加高度)×基础长-柱及地梁体体积V中1-1=0.3665×(1..2+0.4432)×m319.48V内2-2=0.244×(1.22+0.3994)×m33.643：7灰土垫层小计23..12m336垫层体积=垫层宽宽×厚×长V中1-1=1.2××0.3×338.26m313.77V内2-2=1.0××0.3×××2)]=m32.87独立柱基础小计16..64m337V=a×b×h++h1/6×[aa×b十（a+a1）(b+b1)+a1×b1]=2.1×2.11×0.3++0.4/66×[2.11×2.1++(2.1++0.5)C10混凝土垫层层×(2.1+0..5)+0..5×0.55]m32.082.3×2.3××0.1m30.538基槽回填土V=挖土体积-设计室室外地坪以下下埋设物体积积0.4×0.4××0.85((室外地坪以以下独立柱)+(388.26×00.365++11.22×0..24)×00.15(室外地坪以以上砖基础)m343.139室内回填土V=(S底-L中中×墙厚-L内×墙厚)×h=(××0.244)×(0..15-0..08)m35.6180.1210余土外运m337.42脚手架工程11外墙砌筑脚手架S=L外×高=339.72××(4.500+0.155)m2184.712内墙砌筑脚手架S=L内×高==11.222×(4.55-0.133)m249.0313满堂脚手架底层净空面积m280.1214独立柱脚手架S=(柱周长+33.6)×柱高=（0.4×44+3.6）×(4.55+0.8))m227.56混凝土及钢筋混凝土工程15C20现浇矩形柱柱Z1柱体积=断面面积积×柱高=0.4××0.4×((4.5+00.8)m30.85（周长1.6m）（其中3.6m以以上部分体积积为0.4×00.4×(44.5-3..6)m30.14钢筋计算Ф18[(0.65+00.8+0..7-0.0035+3..9×0.0018)+44.5]×44×2.0kg53.5ф6(0.4+0.4))×2×[00.65/00.1+(44.5-0..65)/00.2+1]]×0.2222kg9.516C20现浇圈梁V=宽×高×圈梁长3-3剖（内内墙上）V内3-3=0.244×0.255×11.222m30.674-4剖（外外墙上）V中4-4=0.244×0.4××(10.88+0.122)×2m32.15-5剖（外外墙上）V中5-5=(0.224×0.225+0.112×0.115)×(88.1+0..12)×22m31.28小计4.05m3(均超过3.6m))钢筋计算3-3剖Ф112同内墙地圈梁kg46.9ф6(0.24+0.225)×2××(11.222/0.22+2)××0.2222kg12.64-4剖Ф112(10.92+300×0.0112×2)××2×1.00638×44×0.8888kg88ф6(0.24+0.44)×2×((10.922/0.2++1)×2××0.2222kg31.65-5剖Ф112(8.22+30××0.0122×2)×22×1.06638×4××0.8888kg67.6ф6(0.21+0.223+0.337+0.009+12..5×0.0006)×((8.22//0.2+11)×2×0.222kg18.217C20现浇构造柱柱柱体积=断面面积积（包括与砖砖咬接部分）×柱高外墙墙四角处V中=[(0.24++0.03))×0.244+0.244×0.033]×4.55×4m31.3外墙墙B轴处V中=(0.24+00.03×22)×0.224×4.55m30.32内墙墙交接处V内=[(0.24++0.03××2)×0..24+0..24×0..03]×44.5m30.36小计1.98m33(其中超过3.6m构造柱体积积为0.4m3)钢筋计算Ф12(4.5+30×00.012))×4×0..888×66kg103.6ф6(0.24+0.224)×2××(4.5//0.2+11)×0.2222×6kg3018墙体拉接筋计算ф6∟字型(1.12×2+112.5×00.006))×2×(44.5/0..5+1)××0.2222×4kg41.1―字型(2.24+12..5×0.0006)×22×(4.55/0.5++1)×0..222kg10.3⊥字型(2.24+1.112×4+112.5×00.006××3)×(44.5/0..5+1)××0.2222kg15.4小计66.8kkg19C20现浇单梁V=梁宽×梁高×梁长L11V=0.25×00.5×(88.1+0..24)m31.04L22V=0.25×00.4×(77.2-0..24-0..25)m30.67小计1.71mm3(均超过3.6m))钢筋计算L1Ф18×2+0.15××2)×44×2.0kg68.7ФФ12(5.1-0.0225+1.00)×2×00.888kg10.8ФФ20(1.5+3.0--0.0255)×2×22.47kg22.1ф8(0.25+0.55)×2×[[2.5/00.1+(88.29-22.5)/00.2+1]]×0.3995kg32.6L2Ф18×2+0.15××2)×33×2.0kg46.1ФФ12(3.6-0.0225+1.00)×2×00.888kg8.1ФФ20(1.0+3.6--0.0255)×1×22.47kg11.3ф8(0.25+0.44)×2×[[2.0/00.1+(77.39-22.0)/00.2+1]]×0.3995kg24.620C20现浇雨蓬3.24×0.66m21.94雨蓬梁（按过梁计计）0.25×0.55×3.244m30.41钢筋计算Ф22×2)×4×22.98kg38фф8(0.25+0.55)×2×((3.19//0.2+11)×0.3395kg10ф10×2+6.25××0.0066)×(3..19/0..2+1)××0.6177kg9ф6(3.19+12..5×0.0006)×00.6/0..2×0.2222kg2.221C20现浇挑檐(39.72+4××0.6)××0.6×00.07+((39.722+4×0..6)×0..23×0..06m32.4钢筋计算ф88×2+0.1)××39.722/0.2××0.6177kg145.8ф8放射筋1.92×5×00.395××4kg3.03ф6(39.72+00.3)[平均长度]×6×11.031××0.2222kg5422C20预制过梁见墙体埋件及空心心板表附注m31.2钢筋计算13.84(查标标准图集)×6+44.19×22+21.333×1kg112.823C30空心板见墙体埋件及空心心板表附注m35.76钢筋计算13.3(查标准准图集)×18++9.8×33kg268.8超过3.6m现浇浇钢筋混凝土土构件共计0.14+4..05+0..4+1.771=6.330m3砌筑工程V=(墙长×高度度-门窗洞口面面积)×墙厚-钢筋混凝土土构件体积24M5混合砂浆外墙V中=(38.26××4.5-225.05))×m348.725M5混合砂浆内墙V内=[11.22××(4.5--0.13))-11.224]×m38.04构件运输及安装26Ⅰ类预制构件运输空心板运输m35.7627Ⅱ类预制构件运输预制过梁运输m31.228空心板安装见墙体埋件及空心心板表m31.1829预制过梁安装见墙体埋件及空心心板表m35.7门窗、木结构工程程30钢门见门窗表（其中门门亮2.5m2）m215.531钢窗见门窗表m220.79楼地面工程32混凝土台阶3.6××0.77m21.5331:2.5水泥砂砂浆面层同上m21.534地面20厚1:2.5S=(S净+台阶阶平台部分)水泥砂浆面层82.22m282.2235C15混凝土垫层层V=地面面层面积×垫垫层厚=82.222×0.006m34.9336混凝土散水S=(L外-台阶阶长)×散水宽+4×散水宽×散水宽=(39.72--3.6)××1.0+44×1.0××1.0m240.1237