毕业设计小学宿舍楼土建工程工程量计算

课程设计题目：土建工程施工图预算的编制教学系部：土木工程系专业：建筑工程技术学号：学生姓名：指导教师：2013年11月11日目录一、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成绩评定表姓名学号专业班级课程设计题目：一一般土建工程程施工图预算算的编制课程设计评语最终评定成绩（以以优、良、中中、及格、不不及格评定）指导教师签字：年月日《建筑工程概预算》课程设计任务书2013～2014学年第一学期学生姓名：专业班级：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第14周周一分组，读懂图纸，设设计交底，熟熟悉图纸并收收集有关资料料。1、以小组为单位会会审图纸2、计算基数（三线线一面）3、填写门窗计算表表、构件体积积计算表、房房间净空面积积及周长计算算表周二1、计算基础工程和土土方工程的工工程量，计算混凝土和模板工程工程程量；周三1、计算钢筋工程工工程量，计算算砌筑工程、屋屋面及防水工工程、施工技术措措施项目工程程量，计算楼楼地面工程、墙柱面面工程、天棚装饰工程、门窗工程及油漆、涂料工程工程量工程量量的整理周四套预算定额，计算算土建单位工工程定额直接费，进进行工料分析析，计算出人人工、各种材材料及各种机机械台班用量量周五进行费用计算，计计算土建单位位工程造价；；检查整理设设计成果，写写编制说明，填填写封面，上上交成果。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。示例工程预算书工程名称:某小学宿舍楼建筑面积:1008.79m2工程造价:柒拾叁万叁仟柒佰陆拾柒圆捌角贰分（733767.82元）单方造价:柒佰贰拾柒圆叁角柒分（727.37元/m2）编制人:专业班级:编制日期:编制说明1﹑编制依据：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1.5％；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》、《03G101—1》建筑安装工程预算费用计算表编号费用项目计算式式金额（元）一直接费576831.5561直接工程费3388.69++4604..57+744307.663+1177821.440+163388.144+11525.422+801331.24++1991883.8+556088..39+48867.688568306.9962措施费568306.996×1.55%8524.60二间接费92293.0553规费（568306.996+8524..60）×6%34609.8994企业管理费（568306.996+8524..60）×10%57683.166三直接工程费、间接接费之和568306.996+922933.05660600.001四利润（568306.996+8524..60）×7%40378.211五不含税工程造价576831.556+922933.05+403788.21709502.882六税金（576831.556+922933.05+403788.21）×3.422%24265.000七含税工程造价709502.882+242655.00733767.882八单方造价733767.882/10008.79727.37建筑筑工程土建预预算表第1页共3页序号定额编号工程项目单位数量总价（元）其中；人工费（元元）其中；材料费（元元）其中；机械费（元元）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100m32.27474.51077.12447.641016.1431-39土石方回填，夯填填100m31.86970.971806.00729.121356.16186.89347.6241-44人工运土方，200m100m30.41536.28219.87505.92207.43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水泥砂浆浆砖基础10m32.971688.85015.74302.06897.121276.243790.4314.9144.2874-2M7.5水泥砂浆浆砖墙10m35.61688.89457.28302.061691.541276.247146.9414.9183.5084-25M5.0混合砂浆浆砖墙10m327.541756.5248374.566398.7810982.4001239.2434128.67718.89520.2394-26M7.5混合砂浆浆砖墙10m36.341807.5811460.066398.782528.271287.598163.3218.89119.76小计74307.63316099.32253229.377767.775混凝土及钢筋筋混凝土工程程105-1带形基础垫层模板板10m31.5657.44986.16238.04357.06303.75455.6378.4117.60115-3带形基础模板10m33.37167.5564.4874.15249.8963.91215.3819.9667.27125-25构造柱模板10m31.914694.888967.221971.353765.281912.303652.49545.481041.87135-118空心板模板10m35.51050.015775.06429.782363.79528.232905.2732.57179.14145-53遮阳板模板10m30.33380.11125.44156.4951.64186.4561.5315.655.16155-47现浇板模板10m30.731240.98905.92426.27311.18629.39459.4579.1157.75165-35圈梁模板10m31.391749.172431.35973.91353.72493.25685.62183.01254.38175-36窗过梁模板10m30.835046.174188.321869.671551.832598.152156.46292.72242.96185-33单梁、悬臂梁、连连续梁模板10m31.522656.674038.141109.061685.771145.131740.60252.1383.19195-34异形梁、檐沟、飘飘窗模板10m30.664322.032852.541254.38827.892693.961778.01129.0585.17205-314带形基础C100毛石混凝土土10m31.51855.32782.95307.77461.661398.772098.1643.7465.61215-316带形基础C200碎石混凝土土10m33.372227.347506.14327.361103.201722.335804.2551.57173.79225-336构造柱10m31.912781.265312.21683.241304.991858.553549.8383.38159.26建筑工程土建预算算表第第2页共3页序号定额编号工程项目单位数量总价（元）其中；人工费（元元）其中；材料费（元元）其中；机械费（元元）基价合计单价合计单价合计单价合计235-464预制空心板10m35.52814.3115478.711380.382092.092046.7611257.188220.991215.45245-463预制遮阳板10m30.332543.22839.26376.69124.311801.31594.43220.9972.93255-364C20素混凝土10m30.43202.2286.9551.3422.08130.1555.969.283.99265-359现浇板10m30.732145.421566.16452.85330.581465.881070.0983.3860.87275-346圈梁10m31.392653.033687.71651.74905.921769.082459.0283.38115.90285-347窗过梁10m30.832716.732254.89701.84582.531779.081476.6483.3869.21295-344单梁、悬臂梁、连连续梁10m31.522518.913828.74434.99661.181859.302826.1483.38126.74305-345异形梁、檐沟、飘飘窗10m30.662557.441687.91468.22309.031862.421229.2083.3855.03315-247预制构件钢筋Φ55t1.754630.628116.78908.921593.203103.025439.13356.57625.01325-221现浇构件圆钢筋ΦΦ6t2.413287.147922.01638.851539.632424.825843.8237.4190.16335-222现浇构件圆钢筋ΦΦ8t0.453028.441362.80414.41186.482390.261075.6252.3523.56345-223现浇构件圆钢筋ΦΦ10t0.462880.71325.12299.83137.922374.371092.2143.4419.98355-224现浇构件圆钢筋ΦΦ12t3.132969.229293.66245.52768.482462.967709.0692.67290.06365-235现浇构件螺纹钢筋筋12t1.33095.84024.54267.1347.232546.563310.53106.91138.98375-236现浇构件螺纹钢筋筋14t1.483034.214490.63223.94331.432540.373759.7598.15145.26385-237现浇构件螺纹钢筋筋16t1.083005.393245.82202.37218.562536.402739.3196.5104.22395-238现浇构件螺纹钢筋筋18t0.292982.38864.89175.0950.782550.51739.6587.9725.51405-239现浇构件螺纹钢筋筋20t0.442961.491303.06160.9570.822545.631120.0887.2838.40415-240现浇构件螺纹钢筋筋22t0.122930.39351.65143.8417.262543.68305.24779.24小计117821.44025660.41179365.5776054.556构件运输及安装426-1预制空心板运输10m312.2781.779537.5967.4822.2821.30259.86648.767914.87436-331预制空心板安装10m312.2561.526850.54166.662033.2535.58434.08327.53995.50小计16388.1442855.53693.9411910.3778屋面及防水工程448-87卷材防水三毡四油油100m21.9527355333.25311.99608.382268.184422.95458-79塑料（PVC）落落水管10m3.05283.36864.2553.82164.15213.50651.18468-81塑料雨水口10个0.2279.6955.9480.116.02183.7636.75建筑筑工程土建预预算表第3页共3页序号定额编号工程项目单位数量总价（元）其中；人工费（元元）其中；材料费（元元）其中；机械费（元元）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10409.9661904.647796.93119.0711门窗工程4911-300铝合金推拉窗双扇扇，带亮100m22.320992.348282.2223744.558612.4715475.79935594.322583.691342.495011-85单扇胶合板木门100m21.0912583.813716.3661557.691697.889902.3010793.511411.54448.585111-283单扇铝合金门，带带亮100m20.4930399.514895.7664201.622058.7923893.40011707.777583.69286.015211-466门窗贴脸100m8.8367.833236.9037.45329.56302.152658.927.4165.21小计80131.24412698.70060754.5112142.2812楼地面工程程5312-2三合土垫层10m31.71152.671959.54319.92543.86752.751279.6814.7525.085412-19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楼地面花岗岩块料料面层100m26.7921123.7143429.992599.424070.0619311.700131126.44416.9114.755812-63楼梯花岗岩块料面面层100m20.5630831.217265.4881564.14875.9227499.05515399.47722.8712.815912-66踢脚板100m1.53230.564845.84157.48236.222887.734331.602.493.746012-161不锈钢管扶手，有有机玻璃板10m13.052860.4937329.399286.693741.302319.3330267.26692.561207.916112-165不锈钢管扶手弯头头10个3.4426.831451.22165.91564.0943.67148.48193.09656.51小计199183.88011466.477174241.5542201.0313墙柱面装饰饰工程6213-1内墙抹灰100m221.86558.7312213.844319.926993.45190.284159.5216.9369.436313-23零星抹灰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100m26.685116.5634178.6221541.5710297.6993266.4821820.09918.89126.19小计56088.39925079.27727245.000589.2214天棚装饰工工程6614-1混凝土面天棚石灰灰砂浆抹灰100m28.87548.784867.68313.722782.70189.551681.3114.42127.91合计568306.996104123.662407447.22824489.988工料分析表第1页共2页序号123456789101112131415定额编号4-24-24-254-265-2475-2215-2225-2235-2245-2355-2365-2375-2385-2395-240工程项目M7.5水泥砂浆浆砖基础M7.5水泥砂浆浆砖墙M5.0混合砂浆浆砖墙M7.5混合砂浆浆砖墙预制构件钢筋Φ55现浇构件圆钢筋ΦΦ6现浇构件圆钢筋ΦΦ8现浇构件圆钢筋ΦΦ10现浇构件圆钢筋ΦΦ12现浇构件螺纹钢筋筋2现浇构件螺纹钢筋筋14现浇构件螺纹钢筋筋16现浇构件螺纹钢筋筋18现浇构件螺纹钢筋筋20现浇构件螺纹钢筋筋22单位10m310m310m310m3ttttttttttt数量2.9703.43027.5406.3401.7502.4100.4500.4603.1301.3001.4801.0800.2900.4400.12人工（工日）定额量12.18012.18016.08016.08036.65025.76016.71012.0909.90010.7709.0308.1607.0606.4905.800合计36.17041.780442.840101.95064.13862.0827.5205.56130.98714.00113.3648.8132.0472.8560.690水泥砂浆M7.55（m3）定额量2.3602.360合计7.0108.090水泥石灰砂浆M55.0(m33）定额量2.250合计61.970水泥石灰砂浆M77.5(m33）定额量2.250合计14.270标准砖240×1115×533（千块）定额量5.2365.2365.4005.400合计15.55017.960148.72034.240水m3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2000L（台班）定额量0.3000.3000.3800.380合计0.8901.03010.4702.410冷轧带肋钢筋Φ55以下（t）定额量1.090合计1.908圆钢Φ6（t）定额量1.020合计2.458圆钢Φ8（t）定额量1.020合计0.459圆钢Φ10（t）定额量1.020合计0.469圆钢Φ12（t）定额量1.045合计3.271工料分析表第2页共2页序号123456789101112131415定额编号4-24-24-254-265-2475-2215-2225-2235-2245-2355-2365-2375-2385-2395-240工程项目M7.5水泥砂浆浆砖基础M7.5水泥砂浆浆砖墙M5.0混合砂浆浆砖墙M7.5混合砂浆浆砖墙预制构件钢筋Φ55现浇构件圆钢筋ΦΦ6现浇构件圆钢筋ΦΦ8现浇构件圆钢筋ΦΦ10现浇构件圆钢筋ΦΦ12现浇构件螺纹钢筋筋12现浇构件螺纹钢筋筋14现浇构件螺纹钢筋筋16现浇构件螺纹钢筋筋18现浇构件螺纹钢筋筋20现浇构件螺纹钢筋筋22单位10m310m310m310m3ttttttttttt数量2.9703.43027.5406.3401.7502.4100.4500.4603.1301.3001.4801.0800.2900.4400.12镀锌铁丝22#（kg）定额量9.13015.6708.8005.6404.6204.6203.3902.6003.0202.0501.670合计15.97837.7653.9602.59414.4616.0065.0172.8080.8760.9020.2电焊条（kg）定额量7.2007.2007.2007.2009.6009.6009.600合计22.5369.36010.6567.7762.7844.2241.150钢筋调直机Φ144（台班）定额量0.730合计1.278点焊机长臂75KKVA（台班）定额量2.110合计3.693钢筋切断机Φ400（台班）定额量0.4400.1600.1600.1100.0900.1000.1000.1100.1000.0900.090合计0.7700.3860.0720.0510.2820.1300.1480.1190.0290.0400.010电动卷扬机单筒慢慢速5t（台班）定额量0.3700.3200.3000.2800.3100.2200.1900.1700.1600.140合计0.8920.1440.1380.8760.4030.3260.2050.0490.0700.020钢筋弯曲机Φ400（台班）定额量0.8000.5800.4600.2600.2100.2300.2000.1700.200合计0.3600.2671.4400.3380.3110.2480.0580.0750.020直流电焊机30KKW（台班）定额量0.4500.5300.5300.5300.5000.5000.460合计1.4090.6890.7840.5720.1450.2200.060对焊机75KVAA（台班）定额量0.0500.1100.1100.1100.0900.1000.060合计0.1570.1430.1630.1190.0260.0440.010螺纹钢筋Φ12（t）定额量1.045合计1.359螺纹钢筋Φ14（t）定额量1.045合计1.547螺纹钢筋Φ16（t）定额量1.045合计1.129螺纹钢筋Φ18（t）定额量1.045合计0.303螺纹钢筋Φ20（t）定额量1.045合计0.460螺纹钢筋Φ22（t）定额量1.045合计0.130√土建工程量计算表第1页共5页序号分项工程名称单位计算式基数计算mL外中=(19.444-0.224+9.44)×2-22.4+0..24=555.04mL外边=(19.444+9.44+0.244)×2-22.4+0..24=566mL内边=[(4.55-0.244)×2+((4.2-00.24)]]×2+(5.4-0..24)×22+(19..2-0.224)+(44-0.244)×5=773.04室内净长线mL内净=[(3.33-0.244+4.0--0.24))×2×2++(3-0..24+4..0-0.224)×2++(5.4-0.244)×2+((8.4-00.24)××2+(1..8-0.224+2.77-0.244)×2+((2.7-00.24+22.4-0..24)×22]×2+55.4×2++2.4-00.24=1181.444m2S底=19.44×((9.4+00.24)++(6.3++0.24))×(1.88-0.066)×2×00.5=1998.78一、基础工程1人工平整场地m2198.78+[[(19.444+11..38)×22+(1.88-0.066)×2]××2+16==345.0022人工挖基槽(不放放破，两边各各留300mm工作面，不不支挡土板)轴线截面尺寸(B×HH)A-A轴(基础33-3)2.2×1.066m32.2×19.22×(1.660-0.554)=444.77B-B轴(基础22-2)1.9×1.066m3[1.9×(2..4+1.88)×(1..60-0..54)]××2=16..92B-B轴(基础11-1)1.5×1.066m31.5×(4.22+2.4++4.2)××(1.600-0.544)=17..17B-B轴∑m316.92+177.17=334.09C-C轴(基础22-2)1.9×1.066m3[1.9×(2..4+1.88)×(1..60-0..54)]××2=16..92土建工程量计算表表第2页共5页序号分项工程名称单位计算式D-D轴(基础22-2)1.9×1.066m3[1.9×(2..4+1.88)×(1..60-0..54)]××2=16..92D-D轴(基础11-1)1.5×1.066m31.5×(4.22+2.4++4.2-11.1×2))×(1.660-0.554)=133.67D-D轴∑m316.92+133.67=330.591-1轴、13--13轴(基础3-3)2.2×1.066m32.2×4×(11.60-00.54)==9.331-1轴、13--13轴(基础2-2)1.9×1.066m31.9×(2.77+2.7--0.95))×(1.660-0.554)=8..961-1轴、13--13轴∑m39.33+8.996=18..292-2轴、12--12轴(基础2-2)1.9×1.066m31.9×(2.77-1.9))×(1.660-0.554)=1..613-3轴、11--11轴(基础4-4)2.4×1.066m32.4×(4.00-1.1--0.9)××(1.600-0.544)=4.9964-4轴、10--10轴(基础3-3)2.2×1.066m31.9×2.7××(1.600-0.544)=6.3304-4轴、10--10轴(基础1-1)1.5×1.066m31.5×(2.77-0.955×2)×((1.60--0.54))=1.2774-4轴、10--10轴∑m36.30+1.227=7.5575-5轴、7-77轴、9-9轴(基础4-4)2.4×1.066m32.4×(4.00-1.1--0.75))×(1.660-0.554)=5..476-6轴、8-88轴(基础4-4)2.4×1.066m32.4×(5.44-0.755×2)×((1.60--0.54))=9.922人工挖基槽∑m344.77+344.09+116.92++30.599+18.229×2+11.61×22+10.996×2+77.57×22+5.477×3+9..92×2==227.4483C10毛石混凝土土基础垫层基础1-1m[10.8×2--1.1×22+(2.77-0.955×2)×22]=21m321×0.9×00.1=1..89基础2-2m(2.4+1.8))×6+(22.7+2..7-0.995)×2++(2.7--1.9)××2=35..7m335.7×1.33×0.1==4.64基础3-3m19.2+4×22+2.7××2=32..60m332.60×1..60×0..1=5.222基础4-4m(4.0-1.1--0.95))×2+(44.0-1..1-0.775)×3++(2.7++2.7-00.75×22)×2=118.15m318.15×1..8×0.11=3.277∑m31.89+4.664+5.222+3.227=15..024C20混凝土基础础基础1-1m321×[0.355×0.355+2×(00.2+0..25)×((0.7-00.35)××0.5×00.5]=44.23基础2-2m335.7×[0..35×0..35+2××(0.2++0.25))×(1.11-0.355)×0.55×0.5]]=10.440基础3-3m332.60×[00.35×00.35+22×(0.22+0.255)×(1..4-0.335)×0..5×0.55]=11..70基础4-4m318.15×[00.35×00.35+22×(0.22+0.255)×(1..6-0.335)×0..5×0.55]=7.333∑m34.23+10..40+111.70+77.33=333.665±0.000以下下砖基础m3(21+35.7++32.600+18.115)×0..24×1..06=299.66四、脚手架工程6综合脚手架m2198.78×55+(5.44+0.244)×(2..4+0.224)=10008.799五、混凝土及钢筋筋混凝土工程程7挑梁：XL2、WWXL2m3[(2.7+1..8-0.224)×0..3×0.225]×200=6.399XL3、WXL33m3[(2.7-0..12)×00.25×00.3+(00.3+0..35)×((1.8-00.12)××0.5×00.25]××10=3..3土建工程量计算表表第3页共5页序号分项工程名称单位计算式8连系梁：L1、WWL1m3[(3.3+3..0)×0..2×0.33]×10==3.789单梁：L4、WLL4m3[(2.7-0..24)×00.25×00.3]×110=1.885L5、WL5m3[(4.2-0..24)×00.25×00.3]×110=2.997WL6m3(2.4-0.244)×0.225×0.33=0.16610窗过梁(1-5层层)m3[(1.5+0..5)×100+(1.88+0.5))×10+((0.9+00.5)×110+(1..0+0.55)×10++(2.1++0.5)××20]×00.24×00.18+22.97=88.3311圈梁(1-5层、女儿儿墙压顶、梯梯顶)m3(55.04+(119.2-00.24)++(1.8++2.4)××2+(4--0.24))×5+(55.4-0..24)×22+(2..7-0.224)×4--0.24××18)×00.24×00.18×55+(2.44+5.4--0.24))×2×0..24×0..18+(555.04--23×0..24)×00.24×00.18-88.33-((2.7-00.12)××0.25××0.3×330=13..9412檐沟m30.42×0.008×19..44+(00.36-00.08)××0.06××[19.444+(0..42-0..06)×22]=113飘窗m3[(0.1×0..48×1..0)×2++0.25××0.1×11.0+0..24×2..4×0.118]×100=2.25514预制遮阳板m3(2.1×8+6..03×100+2.4××10)×((0.3+00.24)××0.06==3.2815遮阳板上的素混凝凝土m3(1.5×8+5..43×100+1.8××10)×00.5×0..3×0.33+(2/33)×0.33×0.3××0.3×228=4.3316楼梯m2(2.4-0.244)×(5..4-0.224)×5==55.73317卫生间现浇板m3(2.4+1.8--0.24))×(2.77-0.244)×0.008×8=66.2318现浇梯顶板m3(5.4-0.244)×(2..4-0.224)×0..1=1.11119构造柱种类高度(m)GZ17.55m3[(16.4+11.15)××0.24××0.24]]×12=112.1216.15m316.15×0..24×0..24×4==3.72GZ118.55m3[(17.4+11.15)××0.24××0.24]]×2=2..14YZ1.11m31.11×0.112×0.112×20==0.4女儿墙增设GZ1.4m31.4×0.244×0.244×9=0..72∑m312.12+3..72+2..14+0..4+0.772=19..120预制板型号数量m3YKB305124m30.1117×224=2.668YKB30526m30.1117×66=0.677YKB335124m30.123×244=2.955YKB33526m30.123×6==0.74YKB275164m30.1005×664=6.443YKB275216m30.1005×116=0.440YKB425180m30.1567×880=12..54YKB425220m30.1567×220=3.113YKB336196m30.1459×996=14..01YKB336224m30.1459×224=3.550YKB306148m30.1326×448=6.336YKB306212m30.1326×112=1.559∑m32.68+0.667+2.995+0.774+6.443+0.44+12.554+3.113+14..01+3..5+60336+1.559=5521钢筋Φ6t10853.311×0.2222/10000=2..41Φ8t1132.06×0.3995/10000=0.445Φ10t749.00××0.6177/10000=0.466土建工程量计算表表第4页共5页序号分项工程名称单位计算式Φ12t3527.20×0.8888/10000=3.11312t1460.27×0.8888/10000=1.33014t1220.65×1.211/10000=1.48816t683.09××1.58//1000==1.0818t146.96××2.00//1000==0.2920t178.21××2.47//1000==0.4422t40.56×2..98/10000=0..12七、门窗工程22铝合金推拉窗m2(1.5×1.8××2+1.88×1.8××2+0.99×1.8××2+3.996×1.88×2+1..0×1.88×2)×55=1644.8823MC1铝合金门m20.9×2.7××4×5=448.6铝合金窗m21.2×2.7××4×5=664.824单扇胶合板木门m20.9×2.1××41+0..8×2.11×10+00.7×2..1×10==108.99925贴脸m[(1.5+1..8)×2++(1.8++1.8)××2+(0..9+1.88)×2+((3.96++1.8)××2+(11.0+1..8)×2]]×10+((0.9+22.1)×22×41+((0.8+22.1)×22×10+((0.7+22.1)×22×10+((2.1+22.7)×22×20=8879.56626木窗单层运输m2164.8827木门单层运输m2108.9928MC1单层运输m2113.4八、钢筋混凝土及及构件运输29预制空心板运输m3121.33×11.013==121.99130预制遮阳板运输m33.28×1.0013=3..3231预制空心板安装m3121.33×11.005==121.99432预制遮阳板安装m33.28×1.0005=3..3033预制空心板接头灌灌缝m3121.33九、砌筑工程34M7.5水泥砂浆浆内墙m3(71.2-4×00.24)××1.15××0.24==19.39935M7.5水泥砂浆浆外墙m3(57.2-14××0.24))×1.155×0.244=14.88636M7.5混合砂浆浆内墙m3(71.2-4×00.24)××(3-0..18)×00.24-((4×1.889+1.668+1.447)×2××0.24==41.12237M7.5混合砂浆浆外墙m3(57.2-14××0.24))(3-0..3)×0..2(2.77+2×4..59+3..24+2..5+1.662+7.128)×22×0.244=22.22338M5.0混合砂浆浆内墙m341.12×4++[(5.44-0.244)×2+((2.4-00.24)]]×(2.44-0.188)×0.224-1.889×0.224=1700.6839M5.0混合砂浆浆外墙m322.23×4++(57.22-14×00.24)××(1.4--0.18))×0.244=104..68十、楼地面工程40基槽回填土m3227.48-115.02--33.666=178..841室内回填土m3(0.54-0.55)×[(33.3-0..24)×((4-0.224)×4++(3.0--0.24))×(4-00.24)××2]+0..06×[((2.4-00.24)××(2.7--0.24))×2]+00.24[((1.8-00.24)××(2.7--0.24))×2]+((0.54--0.5)××[(4.22-0.244)×2.77+(2.77-0.244)×(8.4-0.244)]×2==7.6142人工运土m3227.48-1178.8--7.61==41.077十一、屋面工程43屋面找平层m2169.744三毡四油防水层m2169.7+(00.4+0..006)××56=1995.4645刚性屋面m2(19.2+0.224)×(99.4+0..24)=1187.4土建工程量量计算表第5页共5页序号分项工程名称单位计算式46屋面隔热层、架空空层m2187.4-（119.44++8.16）*0.744*2=1446.5547100PVC落水水管m(14.7+0.554)×2==30.48848雨水口个249水斗个2十二、楼地面工程程50地面垫层m30.1×169..7=16..9751地面找平层m216.9752地面面层m216.9753楼面找平层m2169.7×4==678.8854楼面花岗岩块料面面层m2169.7×4==678.8855楼梯找平层m211.14×5××1.3655=76.00356楼梯花岗岩面层m211.14×5==55.757不锈钢管扶手m9×3.17+22.38+00.56+((6.3+33.6)×22×5=1330.4758不锈钢管扶手弯头头个34十三、装饰工程59楼梯底面抹灰m211.14×1..3×5=72.40060阳台抹灰m2(1.8-0.066)×6.33×2×2..5×5=2274.05561楼梯侧面抹灰m214.3762阳台底面抹灰m2(1.8-0.066)×6.33×2×5==109.66263天棚抹石灰砂浆m2[(2.7-0..24)×((2.4-00.24)××2+(1..8-0.224)×(22.7-0..24)×22+[(4..2-0.224)×2..7+(2..7-0.224×8.44)]×2++(3.3--0.24))×(4-00.24)××4+(3--0.24))×(4-00.24)××2]×6==886.66664内墙抹灰m2[173.88××(3-0..12)-33.96×11.8×2--0.9×22.1×8--0.8×22.1×2--0.7×22.1×2--2.1×22.7×4]]×5=21136.47765踢脚线m173.88-00.9×122-1.5××2-1.88×2-0..8×2×22-0.7××2×2=1150.48866外墙饰面砖m2(19.2+0.224+9.44+0.244)×2×116.34--[2.1××2.7×44+1.5××1.8×22+1.8××1.8×22+0.9××1.8×22+3.966×1.8××2+2.225×1×22]×5=6667.55567内墙裙m2[(2.4-0..24+2..7-0.224)×2++(1.8--0.24++2.7-00.24)××2]×(33-0.122)=49..7668外墙勒脚m2(19.2+0.224+9.44+0.244)×2×00.6=344.89669窗台线m1.2×4+1..5×2+11.8×2++0.9×22+3.966×2+2..25×2==25.62270门窗套m(0.9+0.211)×2×440+(0..8+2.11)×2×110+(0..7+2.11)×2×110+(2..1+2.77)×2×220=546671窗框线m(1.5+1.8))×2×100+(1.88+1.8))×2×100+(0.99+1.8))×2×100+(3.996+1.88)×2×110=3077.272檐沟抹灰m2[60.56+44×0.422]×[0..36×2++0.06++0.42]]=74.66973檐沟底混合砂浆m2(60.56+4××0.42))×0.366=22.441钢筋简图可以打印时留空白后手工绘制钢筋表第1页共4页构件类型钢筋型号及编号钢筋长度根数基础钢筋基础1-1①Φ80.7-0.088+2×0..05=0..72106②Φ82.1+2×0..05=2..22③Φ6@2000.35×4-88×0.044+0.166=1.244106④1421-0.08++2×0.00875=221.106基础2-2①Φ101.1-0.088+0.06625×2==1.15239②Φ835.7+2×00.06255=35.8834③Φ6@2000.35×4-88×0.044+0.166=1.244239④1435.7-0.008+0.00875×22=35.8806基础3-3①Φ121.4-0.088+2×0..075=11.47273②Φ832.6+2×00.06255=32.7736③Φ6@2000.35×4-88×0.044+0.166=1.244273④1432.6-0.008+2×00.08755=32.7706基础4-4①Φ121.6-0.088+2×0..075=11.67203②Φ818.15+2××0.06225=18..287③Φ6@2000.35×4-88×0.044+0.166=1.244203④1418.15-0..08+2××0.08775=18..256连系梁L1①166.3+2×355×0.0116=7.44216②146.3+2×355×0.0114=7.22816③Φ6@200（0.2+0.3）×2-8××0.0255+0.166=0.966240连系梁WL1①166.3+2×355×0.0116=7.4424②166.3+2×355×0.0114=7.2284③Φ6@150（0.2+0.3）×2-8××0.0255+0.166=0.96680挑梁XL2①1614.2-0.0025+122×0.0116=4.33732②164.2-0.0225+（）×4.441+10××0.0166=5.44432③124.2-2×0..025=44.1532④142.7+0.122+0.755×（）=4.00832⑤Φ6@150（0.25+0.33）×2-8××0.0255+0.166=1.066176⑥Φ6@250（0.25+0.33）×2-8××0.0255+0.166=1.066160挑梁WXL2①184.2-0.0225+12××0.0188=4.3998②184.2-0.0225+（）×4.441+10××0.0188=5.4668③124.2-2×0..025=44.158④142.7+0.122+0.755×（）=4.0088⑤Φ6@150（0.25+0.33）×2-8××0.0255+0.166=1.06644⑥Φ6@250（0.25+0.33）×2-8××0.0255+0.166=1.06640挑梁XL3①204.2-0.0225+12××0.02==4.4216②204.2-0.0225+（）×4.441+10××0.02==5.4816③124.2-2×0..025=44.1516钢筋表第2页共4页构件类型钢筋型号及编号钢筋长度根数挑梁XL3④182.7+0.122+0.755×（）=4.00816⑤Φ6@150（0.25+0.33）×2-8××0.0255+0.166=1.06688⑥Φ6@250（0.25+0.33）×2-8××0.0255+0.166=1.06680挑梁WXL3①224.2-0.0225+12××0.0222=4.4444②224.2-0.0225+（）×4.441+10××0.0222=5.5004③124.2-2×0..025=44.154④202.7+0.122+0.755×（）=4.0084⑤Φ6@150（0.25+0.33）×2-8××0.0255+0.166=1.06622⑥Φ6@250（0.25+0.33）×2-8××0.0255+0.166=1.06620连梁L4、WL44①Φ122.7-0.244+2×155×0.0114=2.88820②142.7-0.0225×2=22.6520③Φ6@200（0.25+0.33）×2-8××0.0255+0.166=1.066120连梁L5①Φ124.2-0.244+2×155×0.0114=4.33816②144.2-0.0225×2=44.1524③Φ6@200（0.25+0.33）×2-8××0.0255+0.166=1.066160连梁WL5①Φ124.2-0.244+2×155×0.0114=4.3384②164.2-0.0225×2=44.156③Φ6@200（0.25+0.33）×2-8××0.0255+0.166=1.06640连梁WL6①Φ122.4-0.244+2×155×0.0114=2.6642②142.4-0.0225×2=22.352③Φ6@200（0.25+0.33）×2-8××0.0255+0.166=1.06611门过梁钢筋①Φ80.9+0.5++2×6.225×0.0008=1..582②Φ80.5+0.8++2×6.225×0.0008=1..420③Φ80.7+0.5++2×6.225×0.0008=1..320窗过梁①Φ12[（1.5+0.5）+（1.8+00.5）+（0.9+00.5）+（1.0+00.5）+（2.1+00.5）×2]×110=12445②Φ6@200（0.18+0.224）×2-8××0.0255+0.166=0.8621檐口圈梁①Φ6@250（0.18+0.224）×2-8××0.0255+0.166=0.876圈梁①Φ12[55.04+119.2+((1.8+22.4)×22+4.0××5+5.44×2+2..7×4]××5-1244-(2.77-0.122)×30--（）×5+00.24×118×5+((2.4+5.4)×2+00.24×44=438..164②Φ6@200（0.18+0.224）×2-8××0.0255+0.166=0.81940檐沟①Φ619.2+0.224+0.336×2+00.006++0.0088=20.1173②Φ80.42+0.224+0.336+0.0006+0..008-00.04=00.9966飘窗①Φ615②Φ100.48+0.224+0.335+0.22-4×0..01=1..2311③Φ80.48+0.224+2×66.25×00.008--0.02==0.86④Φ122.4+2×0..012×66.25-22×0.055=2.4554⑤Φ6@200（0.24+0.118）×2-8××0.0255+0.166=1.06613钢筋表第3页共4页构件类型钢筋型号及编号钢筋长度根数预制遮阳板①Φ62.1×8+6..03×100+2.4××10=1001.13②Φ80.3+0.244+2×6..25×0..008-22×0.011=0.622507女儿墙压顶①Φ1055.04+4××0.24==564②Φ6@250（0.24+0.118）×2-