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1、挈花课程设计题目：一般土建工程施工图预算的编制教学院：土木建筑工程学院专业：土木工程学号：学生姓名：指导教师：李冬梅2010年12月24日一、课程设计成绩评定表二、课程设计任务书三、课程设计成果建筑工程概预算课程设计任务书2010-2011学年第一学期学生姓名：专业班级：08级建筑工程技术（D班指导教师：李冬梅工作部门：土木建筑工程学院一、课程设计题目一般土建工程施工图预算的编制二、课程设计内容：1、计算分部分项工程量2、计算并汇总直接费3、编制工料分析表4、计算间接费、利润、税金并汇总造价5、复核6、编制说明、填写封面、汇编成册三、进度安排时间进度安排指导教师指导地点第18周周一分组，复印图
2、纸，设计交底，熟悉图纸并收集有关资料1、以小组为单位会审图纸2、计算基数（三线一面）3、填写门窗计算表、构件体积计算表、房间净空面积及周长计算表李冬梅J4-40I*/RJ.一计算基础工程和土方工程的工程量李冬梅周三计算混凝土和模板工程工程量、预制构件运输及安装工程工程量李冬梅周四计算钢筋工程工程量李冬梅周五计算砌筑工程、屋面及防水工程、施工技术措施项目工程量李冬梅第19周周一计算楼地面工程、墙柱面工程、天棚装饰工程、门窗工程及油漆、涂料工程工程量工程量的整理李冬梅J4-401周二套预算定额，计算土建单位工程定额直接费李冬梅K8CAD实验室周三进行工料分析，计算出人工、各种材料及各种机械台班用量
3、李冬梅周四进行费用计算，计算土建单位工程造价李冬梅J4-401周五检查整理设计成果，写编制说明，填写封面，上交成果。李冬梅四、基本要求1、计算正确，书写整齐，字体端正。2、用表格进行计算，表格应统一编号。3、装订顺序：封面、编制说明、建筑安装工程预算费用计算表、工程预算表、土建工程量计算表工料分析表、封底。4、每组装订时复印一套图纸，每位同学上交一份课程设计设计成果和任务书。工程预算书工程名称:某小学宿舍楼建筑面积:1008.79-工程造价:柒拾叁万叁仟柒佰陆拾柒圆捌角式分(733767.82元)单方造价:柒佰贰拾柒圆叁角柒分(727.37元r)编制人:专业班级:编制日期:编制说明1、编制依据
4、：本工程依据全国统一建筑工程基础定额湖北省统一基价表确定工程造价及其工程量。经审定的本工程施工设计图纸及说明。2、材料、人工、机械价格按照定额中的价格计算。3、施工组织措施费：本工程施工组织措施费以直接工程费为计费基础，本工程计费费率为L5%；利润：本工程利润以直接费为计费基础，本工程计费费率为7%；施工管理费：本工程施工管理费以直接费为计费基础，本工程计费费率为10%；规费：本工程规费以直接费为计费基础，本工程计费费率为6%；税金：本工程税金以不含税工程造价为计费基础，本工程综合税率为3.42%。4、计算工程量的依据及有关资料：全国统一建筑工程工程量计算规则、03GlOl-1建筑安装工程预算
5、费用计算表编号费用项目计算式金额（元）一直接费576831.561直接工程费3388.69+4604.57+74307.63+117821.40+16388.14+11525.42+80131.24+199183.8+56088.39+4867.68568306.962措施费568306.961.5%8524.60二间接费92293.053规费(568306.96+8524.60)6%34609.894企业管理费(568306.96+8524.60)IO%57683.16三直接工程费、间接费之和568306.96+92293.05660600.01四利润(568306.96+8524.60)7
6、%40378.21五不含税工程造价576831.56+92293.05+40378.21709502.82六税金(576831.56+92293.05+40378.21)3.42%24265.00七含税工程造价709502.82+24265.00733767.82八单方造价733767.82/1008.79727.37一序号定额编号工程项目单位数量总V（元）其中；人工费（元）其中；材料费（元）其中；机械费（元）基价合计单价合计单价合计单价合计1土石方工程11-41平整场地100m23.4582.81285.6978.12269.5121-1人工挖土方100m32.27474.51077.124
7、47.641016.1431-39土石方回填，夯填100m31.86970.971806.00729.121356.16186.89347.6241-44人工运土方，20m100m30.41536.28219.87505.92207.43小计3388.692849.25347.623脚手架工程53-1综合脚手架100m210.09456.354604.57240.562427.25170.391719.2419.57197.464砌筑工程64-2M7.5水泥砂浆砖基础IOm32.971688.85015.74302.06897.121276.243790.4314.9144.2874-2M7.
8、5水泥砂浆砖墙IOm35.61688.89457.28302.061691.541276.247146.9414.9183.5084-25M5.0混合砂浆砖墙IOm327.541756.5248374.56398.7810982.401239.2434128.6718.89520.2394-26M7.5混合砂浆砖墙IOm36.341807.5811460.06398.782528.271287.598163.3218.89119.76小计74307.6316()99.3253229.37767.775混凝土及钢筋混凝土工程IO5-1带形基础垫层模板IOm31.5657.44986.16238.
9、04357.06303.75455.6378.4117.60115-3带形基础模板IOm33.37167.5564.4874.15249.8963.91215.3819.9667.27125-25构造柱模板IOm31.914694.888967.221971.353765.281912.303652.49545.481041.87135-118空心板模板IOm35.51050.015775.06429.782363.79528.232905.2732.57179.14145-53遮阳板模板IOm30.33380.11125.44156.4951.64186.4561.5315.655.1615
10、5-47现浇板模板IOm30.731240.98905.92426.27311.1862939459.4579.1157.75165-35圈梁模板IOm31.391749.172431.35973.91353.72493.25685.62183.01254.38175-36窗过梁模板IOm30.835046.174188.321869.671551.832598.152156.46292.72242.96185-33单梁、悬臂梁、连续梁模板IOm31.522656.674038.141109.061685.771145.131740.60252.1383.19195-34异形梁、檐沟、飘窗模板
11、IOm30.664322.032852.541254.38827.892693.961778.01129.0585.17205-314带形基础CIo毛石混凝土IOm31.51855.32782.95307.77461.661398.772098.1643.7465.61215-316带形基础C20碎石混凝土IOm33.372227.347506.14327.361103.201722.335804.2551.57173.79225-336构造柱IOm31.912781.265312.21683.241304.991858.553549.838338159.26第I页共3页建筑工程土建预算表建筑
12、工程土建预算表第2页共3页定额编号工程项目单位数量总仞（元）其中；人工费（元）其中材料费（元）其中；机械费（元）基价合计单价合计单价合计单价合计235-464预制空心板IOm35.52814.3115478.71380.382092.092046.7611257.18220.991215.45245-463预制遮阳板IOm30.332543.22839.26376.69124.311801.31594.43220.9972.93255-364C20素混凝土IOm30.43202.2286.9551.3422.08130.1555.969.283.99265-359现浇板IOm30.732145
13、.421566.16452.85330.581465.881070.0983.3860.87275-346圈梁IOm31.392653.033687.71651.74905.921769.082459.0283.38115.90285-347窗过梁IOm30.832716.732254.89701.84582.531779.081476.6483.3869.21295-344单梁、悬臂梁、连续梁IOm31.522518.913828.74434.99661.181859.302826.148338126.743()5-345异形梁、檐沟、飘窗IOm30.662557.441687.91468.
14、22309.031862.421229.2083.3855.03315-247预制构件钢筋5t1.754630.628116.78908.921593.203103.025439.13356.57625.01325-221现浇构件圆钢筋中6t2.413287.147922.01638.851539.632424.825843.8237.4190.16335-222现浇构件圆钢筋8t0.453028.441362.80414.41186.482390.261075.6252.3523.56345-223现浇构件圆钢筋中10t0.462880.71325.12299.83137.922374.37
15、1092.2143.4419.98355-224现浇构件圆钢筋12t3.132969.229293.66245.52768.482462.967709.0692.67290.06365-235现浇构件螺纹钢筋尘12t1.33095.84024.54267.1347.232546.563310.53106.91138.98375-236现浇构件螺纹钢筋生14t1.483034.214490.63223.94331.432540.373759.7598.15145.26385-237现浇构件螺纹钢筋至16t1.083005.393245.82202.37218.562536.402739.3196
16、.5104.22395-238现浇构件螺纹钢筋虫18t0.292982.38864.89175.0950.782550.51739.6587.9725.51405-239现浇构件螺纹钢筋虫20t0.442961.491303.06160.9570.822545.631120.0887.2838.40415-240现浇构件螺纹钢筋虫22t().122930.39351.65143.8417.262543.68305.24779.24小计117821.4025660.4179365.576054.556构件运输及安装426-1预制空心板运输IOm312.2781.779537.5967.4822.
17、2821.30259.86648.767914.87436-331预制空心板安装IOm312.2561.526850.54166.662033.2535.58434.08327.53995.50小计16388.142855.53693.9411910.378屋面及防水工程448-87卷材防水三毡四油100m21.9527355333.25311.99608.382268.184422.95458-79塑料（PVC）落水管IOm3.05283.36864.2553.82164.15213.50651.18468-81塑料雨水口10个0.2279.6955.9480.116.02183.7636.
18、75建筑工程土建预算表第3页共3页定额编号工程项目单位数量总V（元）其中；人工费（元）其中材料费（元）其中；机械费（元）基价合计单价合计单价合计单价合计478-83塑料水斗10个0.2284.9957.0066.4613.29202.4040.48488-171架空隔热层100m21.472788.764099.52750.21102.791799.712645.5781119.07小计10409.961904.647796.93119.0711门窗工程4911-30()铝合金推拉窗双扇，带亮100m22.320992.348282.223744.558612.4715475.7935594.
19、32583.691342.495011-85单扇胶合板木门100m21.0912583.813716.361557.691697.889902.3010793.51411.54448.585111-283单扇铝合金门，带亮100nr0.4930399.514895.764201.622058.7923893.4011707.77583.69286.015211-466门窗贴脸100m8.8367.833236.9037.45329.56302.152658.927.4165.21小计80131.2412698.7060754.512142.2812楼地面工程5312-2三合土垫层IOm31.7
20、1152.671959.54319.92543.86752.751279.6814.7525.085412-19地面找平层100m27877.586143.06263.381843.66538.693770.8325.84180.885512-27地面面层100m20.17807.82137.33254.743.30490.4983.3816.92.875612-28楼梯找平层100m20.763307.062513.371679.451276.381393.191058.8247.2335.895712-62楼地面花岗岩块料面层100nr6.7921123.7143429.92599.424
21、070.0619311.70131126.4416.9114.755812-63楼梯花岗岩块料面层100nr0.5630831.217265.481564.14875.9227499.0515399.4722.8712.815912-66踢脚板100m1.53230.564845.84157.48236.222887.734331.602.493.746012-161不锈钢管扶手，有机玻璃板IOm13.052860.4937329.39286.693741.302319.3330267.2692.561207.916112-165不锈钢管扶手弯头10个3.4426.831451.22165.9
22、1564.0943.67148.48193.09656.51小计199183.8011466.47174241.542201.0313墙柱面装饰工程6213-1内墙抹灰100m221.86558.7312213.84319.926993.45190.284159.5216.9369.436313-23零星抹灰100m24.8718989243.261525.77430.16246.481200.3618.3989.566413-41檐沟底混合砂浆100m20.222057.61452.671627.13357.97295.6265.0418.394.056513-177釉面砖外墙100m26.
23、685116.5634178.621541.5710297.693266.4821820.0918.89126.19小计56088.3925079.2727245.00589.2214天棚装饰工程6614-1混凝土面大棚石灰砂浆抹灰100m28.87548.784867.68313.722782.70189.551681.3114.42127.91合计568306.96104123.62407447.2824489.98序号12345678910111213)415定额编号4-24-24-254-265-2475-2215-2225-2235-2245-2355-2365-2375-2385-
24、2395-240工程项目M7.5水泥砂浆破基础M7.5水泥砂浆砖墙M5.0混合砂浆砖墙M7.5混合砂浆砖墙预制构件钢筋5浇件钢6现构圆筋浇件钢8现构圆筋浇件钢筋10现构圆前浇件钢12现构圆刎现浇构件螺纹钢筋虫2浇件纹筋14现构螺钢生浇件纹筋16现构螺钢浇件纹筋18现构螺钢浇件纹筋20现构螺钢浇件纹筋22现构螺钢生单位IOm3IOm3IOm3IOm3I1tIItttttt数量2.9703.43027.54063401.7502.4100.4500.4603.13013001.4801.0800.2900.4400.12人工(工日)定额量12.18012.18016.08016.08036.650
25、25.76016.71012.09()9.9(X)10.7709.0308.1607.0606.4905.800合计36.17041.780442.840101.95064.13862.0827.5205.56130.98714.00113.3648.8132.0472.8560.690水泥砂浆M7.5(m)定额量2.3602.360合计7.0108.090水泥石灰砂浆M5.0(m3)定额量2.250合计61.970水泥石灰砂浆M7.5(m3)定额量2.250合计14.270标准砖240x115x53(千块)定额量5.2365.2365.4005.400合计15.55017.960148.72
26、034.240水Hl3定额量1.0501.0501.0601.0605.1000.1500.1500.1500.1500.1200.1200.080合计3.1193.60229.1906.7208.9250.4700.1950.2220.1620.0350.0530.010灰浆搅拌机2(X)L(台班)定额量0.3000.3000.3800.380合计0.8901.03()10.4702.410冷轧带肋钢筋5以下(t)定额量1.090合计1.908圆钢6(t)定额量1.020合计2.458圆钢85预构钢浇件钢6现构圆筋浇件钢8现构圆筋浇件钢物10现构圆犷中浇件纹筋12现构螺钢浇件纹筋14现构螺钢
27、虫浇件纹筋16现构螺钢虫浇件纹筋18现构螺钢尘浇件纹筋20现构螺钢生浇件纹筋22现构螺钢虫单位IOm3IOm3IOmIOm3ttItttItttt数量2.9703.43027.5406.3401.75()2.4100.4500.4603.1301.3()01.4801.0800.29()0.4400.12镀锌铁丝22#(kg)定额吊9.13015.6708.8005.6404.6204.6203.3902.6003.0202.0501.670合计15.97837.7653.9602.59414.4616.(X)65.0172.8080.8760.902().2电焊条(kg)定额垃7.2007.
28、2007.2007.2009.6009.6009.600合计22.5369.36010.6567.7762.7844.2241.150钢筋调直机14(台班)定额吊0.730合计1.278.点焊机长臂75KVA(台加)定额录2.110合计3.693钢筋切断机40(台班)定额量0.4400.1600.1600.1100.0900.1000.1000.1100.l0.0900.090合计().77()0.3860.072().051().282().1300.148().1190.0290.()400.010电动卷扬机单筒慢读st(合Sn定额垃0.37003200.3000.2800.3100.22
29、00.1900.1700.1600.140合计0.8920.1440.1380.876().4030.3260.2050.049().0700.020钢筋弯曲机40(台班)定额量0.8000.5800.4600.2600.2100.2300.2000.1700.200合计0.3600.2671.440().3380.3110.2480.0580.0750.020直流电焊机30KW定额呆0.4500.5300.5300.5300.50.5000.460合计1.4()90.6890.7840.5720.1450.2200.060对焊机75KVA(分加)定额母0.0500.1100.1100.110
30、0.0900.1000.060合计().1570.1430.163().1190.0260.0440.010螺纹钢筋12(t)定额母1.045合计1359螺纹钢筋14(t)定额量1.045合计1.547螺纹钢筋16(t)定额量1.045合计1.129螺纹钢筋18(t)定额量1.045合计0.303螺纹钢筋20(t)定额呆1.045合计0.460螺纹钢筋22(t)岸额母1.045合计().13()土建工程量计算表序号分项工程名称单位计算式基数计算mL外中二(19.44-0.24+9.4)2-2.4+0.24=55.04mL外边=(19.44+9.4+0.24)2-2.4+0.24=56mL内边=
31、(4.50.24)x2+(4.20.24)x2+(5.4-0.24)2+(19.2-0.24)+(4-0.24)5=73.04室内净长线mL内冷=(3.3-0.24+4.0-0.24)x2x2+(3-0.24+4.0-0.24)x2+(5.4-0.24)2+(8.4-0.24)2+(1.8-0.24+2.7-0.24)2+(2.7-0.24+2.4-0.24)22+5.42+2.4-0.24=181.442rS底=19.44x(9.4+0.24)+(6.3+0.24)x(1.8-0.06)x2x0.5=198.78一、基础工程1人工平整场地m2198.78+(l9.44+11.38)2+(1.
32、8-0.06)22+16=345.022人工挖基槽（不放破，两边各留30Omm工作面，不支挡土板）轴线截面尺寸（BxH）A-A轴(基础3-3)2.21.06m32.219.2(1.60-0.54)=44.77B-B轴(基础2-2)1.91.06m31.9(2.4+1.8)(1.60-0.54)2=16.92B-B轴(基础1-1)1.51.06m31.5(4.2+2.4+4.2)(1.60-0.54)=17.17B-B轴m316.92+17.17=34.09C-C轴(基础2-2)1.91.06m311.9(2.41.8)(1.60-0.54)2=16.92第1页共5页土建工程量计算表第2页共5页序号分项工程名利单位计算式D-D轴(基础2-2)1.91.06m31.9(2.4+1.8)(1.60-0.54)2=16.92D-D轴(基础1-1)1.51.06m3l.5(4.2+2.4+4.2-l.l2)(1.60-0.54)=13.67D-D轴m316.92+13.67=30.59
