建筑安装工程定额预算事例-实训

建筑工程预算书工程名称： 建筑面积：结构类型：工程造价：编制学生：指导老师：年月日建筑工程编制说明：（一）编制依据（1）XX设计院设计的XX厂办公楼施工图及设计说明。1）施工图见附图。2）设计说明（略）（2）现场施工情况及施工条件。1）现场情况：本工程位于某市区，地基为Ⅱ类土，地下水位在自然地面以下3m。现场土方已平整至室外地面标高，场地开阔，可以满足施工需要。2）施工条件：本工程由某市建筑公司施工，工期两个月，不考虑冬、雨季施工。按照施工方案，现场垂直运输安装一台门式吊架。土方全部采用人工开挖、人工回填，如需外运取土或取土回填，运距均为150m。预应力多孔板及木门窗在本公司构件加工厂加工，远距5km。模板均采用木模，石子为砾石。钢筋、木模、钢构件均在现场就地制作。（3）《陕西省建筑工程概预算定额》及配套费用定额。(陕西省建设厅1999年)（二）编制说明（1）本工程取费参照四类工程取费。（2）材料差价为计取。（3）安全文明施工津贴按1.6%计取。序号费用名称费用基础费率（%）费用金额（1）项目直接费57174.87457174.874（2）人工调整14237.016-11.4-1907.76（3）直接费（1）+（2）55267.11（4）其他直接费（3）3.251796.181（5）现场经费（3）4.622553.341（6）直接工程费（5）+（3）+（4）59616.63（7）间接费（6）3.632164.084（8）差别利润（6）+（7）21235.614（9）差价00（10）不含税造价（8）+（6）+（7）63016.33（11）养老保险统筹（10）3.552237.08（12）四项保险（10）0.80504.131（13）安全文明施工定额补贴（10）1.61008.261（14）税金（12）+（13）+（10）+（11）3.442296.744（15）含税造价（12）+（13）+（10）+（11）+（14）69062.546一般土建工程取费程序人工土（石）方工程取费程序序号费用名称费用基础费率（%）费用金额（1）项目直接费1861.3291861.329（2）直接费（1）1861.329（3）其他直接费（2）7.54140.3442（4）现场经费（2）17.98334.667（5）直接工程费（2）+（3）+（4）2336.34（6）间接费（2）9.97185.575（7）差别利润（2）2.546.533（8）不含税造价（5）+（6）+（7）2568.448（9）养老保险统筹（8）3.5591.18（10）四项保险（8）0.8020.548（11）安全文明施工定额补贴（8）1.641.095（12）税金（8）+（9）+（10）+（11）3.4493.612（13）含税造价（12）+（8）+（9）+（10）+（11）2814.883工程预算表序号编号项目名称单位数量单价/元总价/元单价工资总价工资建设工程分部分项工程项目57174.87414237.016一土方工程1861.3291751.90711-19场地平整100m23.0219129.37129.37390.943390.94321-5基槽挖土100m30.6357820.12820.12521.350521.35031-22回填土100m30.8899940.44817.48836.898727.47541-27双轮车运土50m100m30.2542333.90333.9084.87784.8771-28每增50M*2100m30.2542107.24107.2427.26027.260运距150M100m30.2542441.14441.14112.138112.138二砌筑工程18805.9484873.54353-1M5砖基础10m32.0771190.33243.112472.315504.93963-12M2.5外廊清水砖墙100M20.73324.36919.842327.052643.88873-12浑水外砖墙100M22.253324.36919.847479.8102069.6403-4浑水内砖墙100M22.03188.28783.766376.5601567.520M2.5浑水砖墙100M24.2513856.3703637.16083-61砌麻石花台10m30.1091378.08803.26150.21187.555三混凝土和钢筋混凝土工程19286.6283063.23498-22C10混凝土基础垫层10m31.4791641.9282.32428.370417.522104-3现浇钢筋混凝土单梁、连续梁10m30.191995.7369.6379.18370.224114-3现浇钢筋混凝土圈梁10m30.0721995.7369.6143.69026.611124-3现浇钢筋混凝土有梁板10m30.5511995.7369.61099.631203.650序号编号项目名称单位数量单价/元总价/元单价工资总价工资134-3现浇钢筋混凝土平板10m30.6871995.7369.61371.046253.915144-3现浇钢筋混凝土挑檐10m30.3741995.7369.6746.392138.230154-3现浇钢筋混凝土楼梯10m20.966536.44499.348518.20595.970168-22现浇钢筋混凝土楼梯栏板100m20.0424985.14169.3841.7707.182174-3现浇钢筋混凝土台阶10m21.692536.44499.348907.663168.097188-22散水面一次抹光60厚C10混凝土100m20.3652985.14169.38359.77361.85819预制空心板混凝土10m31.1192716.12387.053039.338433.109204-164多孔板接头灌缝10m31.102441.14141.56486.136155.999216-2多孔板运输（5km）10m31.117992.6486.171108.77996.252226-86多孔板安装10m31.110250.43168.98277.977187.568234-42现浇构件钢筋φ10以内t1.67872627.08352.184410.079591.2054-43现浇构件钢筋φ20以内t0.31372579.63159.23809.23049.950244-47预应力钢筋t0.2804140.59378.191159.365105.893四屋面防水工程7699.6041557.307259-1391：2.5水泥砂浆找平层100m21.9195668.49283.321283.167543.833269-76三毡四油一砂防水层100m21.91953268.63508.776274.135976.584278-28基础防水砂浆防潮层100m20.2083683.16177.10142.30236.890五混凝土、钢筋混凝土模板工程7607.0862552.223284-66混凝土基础垫层木模板10m31.479294.034.5434.82651.026294-73单梁、连续梁木模板10m30.192386920453.340174.800304-75现浇钢筋混凝土圈梁木模板10m30.0722009.9769.7144.71355.418序号编号项目名称单位数量单价/元总价/元单价工资总价工资314-85现浇钢筋混凝土有梁板木模板10m30.55123588531299.258470.003324-87现浇钢筋混凝土平板木模板10m30.6872463.6903.81692.493620.911334-91现浇钢筋混凝土挑檐木模板10m30.3744472.41567.91672.678586.395344-93现浇钢筋混凝土楼梯木模板10m20.966495.53209.6478.682202.474354-99现浇钢筋混凝土楼梯栏板木模板100m20.15085077.51145.5765.687172.741364-102现浇钢筋混凝土台阶木模板100m20.11461498.9524171.77460.050374-164预制空心板混凝土模板100m20.11194411.41415.6493.636158.406六脚手架工程1914.279438.80238钢管双排外脚手架100m23.0952554.3369.871715.762216.26239里脚手架100m23.483556.8938.48198.176134.04540挑脚手架100m0.34.408.55260.280.34088.495工程量计算表序号分部分项名称计算式单位数量建筑面积层外墙外围面积+走廊面积2×21.74×7.74－1.5×1/2×﹙3.5×4＋3﹚=323.785M2M2323.785L外墙外边线[（3+3.5*4+4.5+0.12*2）+（6+1.5+0.12*2）]*2=58.96MM58.96L外墙中心线[(21.74-0.12*2)+(7.74-0.12*2)]*2=58MM58总内墙净长线(6-0.12*2)*5=28.8MM28.8一土方工程1场地平整S底+S外*2+16（4.5+3.5*4+3+0.12*2）*（1.5++0.12*2）+58.96*2+16=302.19M2100m23.02192基槽挖土V挖=V内+V外V内=（6-0.35*2-2*0.3）*（0.35*2+0.3*2）*（0.25+0.125*2+0.1）*5=18.33M3V外=58*（0.35*2+0.3*2）*（0.125*2+0.25+0.1）=45.24M3V挖=45.24+18.33=63.57M3100m30.63573回填土V回=[V挖-(V砖基-V室外上砖基)-V垫层]+V房心+V廊=88.985M3V砖基=V外+V内={58*[0.24*（0.45+0.1+0.125*2）+0.04725]}+{28.8*[（0.1+0.45+0.125*2）*0.24+0.04725]}=20.77M3V室外上砖基=58*0.24-0.45+28.8*0.24*0.45=9.37M3V垫层=58*（0.35*0.25*2）+5*（6-0.35*2）*（0.25*2*0.35）=14.79M3V房心=[（4.5-0.24）*(6+1.5-0.24)+(6-0.24)*(0.35-0.24)*4+(6-0.24)*(3-0.24)]*（0.45-0.08-0.02）=42.68M3V廊=17*1.5*0.35=8.925M3100m30.88994双轮车运土150mV运进土=V回-V挖88.985-63.57=25.415M3100m30.2542二砌筑工程序号分部分项名称计算式单位数量1M5砖基础V砖基=20.77M310m32.0772M2.5外廊清水砖墙V=L外中*H*墙厚-V门窗-V过梁-V楼梯口V门窗=（2*1.2*2.4+8*0.9*2.4+8*1*1.8+2*0.64*0.4）*0.24=9.11M3V过梁=（1.2+0.24*2）*0.12*0.24*2+（0.9+0.24*2）*0.24*0.12*8+（1+0.24*2）*0.12*0.24*8+（0.64+0.24*2）*0.12*0.24*2=0.82M3V楼梯口=（3.6*2-0.08-0.1-0.3）*0.24*（3-0.12*2）=4.45M3V=（1.5+3.5*4+3）*（2*3.6-0.08-0.1）*0.24-9.11-0.82-4.45=46.79M3注：M-1（2）、M-2（8）、C-2（8）、C-4（2）10m31.6793M2.5浑水砖墙V=V外混+V内混-V过梁-V门窗-VL4内墙V外混=（4.5*2+1.5+6*2+3+3.5*4）*0.24*（3.6*2-0.08-0.1）V内混=（6-0.12*2）*0.24*5*（3.6*2-0.08-0.1）V过梁=（0.24*2+1.5）*0.12*0.24*12+（0.24*2+1）*0.12*0.24*8+（0.64+0.24*2）*0.12*0.24*2=1.09M3V门窗=（1.5*1.8*12+1*1.8*8+0.64*2*0.4）*0.24=11.35M3VL4内墙=0.24*0.3*2*5=0.72M3V=101.91M310m310.1914砌麻石花台V=[（1+0.2*2）*（0.4+0.2*2）*（0.55+0.2）-1*0.4*（0.55+0.2）]*2+[（1+0.4+0.2*2+0.2*2）*2*0.05+0.05*0.05*4]*0.05=1.09M310m30.109三混凝土和钢筋混凝土工程1C10混凝土基础垫层V=14.79M310m31.4792现浇钢筋混凝土单梁、连续梁L-2=0.24*0.45*（4.5+0.12*2）+0.24*0.45*1*2=0.73M3L-4挑出=5*0.24*（0.2+0.3）*0.5*1.32=0.4M3LL-1=（0.2+0.05）*（3.5*4+3）*0.18=0.77M3V=0.73+0.4+0.77=1.9M310m30.193现浇钢筋混凝土圈梁L-4圈梁=0.24*0.3*2*5=0.72M310m30.072序号分部分项名称计算式单位数量4现浇钢筋混凝土有梁板V板=[（6+0.12*2）*（3+0.12*2）+（4.5+0.12*2）*（6+1.5+0.12*2）]*0.08=4.55M3L-1=（4.5+0.12*2）*0.45*0.24+0.24*0.45*1*2=0.73M3L-3=（3+0.12*2）*0.24*0.3=0.23M3V=5.51M310m30.5515现浇钢筋混凝土平板V板=0.08*（6+0.12*2）*（3.5*2-0.12*2+3.5*2）=6.87M310m30.6876现浇钢筋混凝土挑檐V=0.08*0.5*（4.5+3.5*4+3+0.62*2）+0.08*0.5*（6+1.5+0.12*2）+0.08*0.5*（4.5+0.62*2）+0.08*1.5*（2.88+3.5*3+3+0.62）+0.08*0.5*（6+0.12*2）=3.74M310m30.3747现浇钢筋混凝土楼梯S=（3-0.12*2）*（3.3+0.2）=9.66M210m20.9668现浇钢筋混凝土楼梯栏板V=1.15*（3.3+0.2）*0.9*0.05*2+（3-0.24）*0.5*0.9*0.05=0.424M310m30.04249现浇钢筋混凝土台阶S=[(17+0.6)*0.9+(1.5-0.3)*0.9]=16.92M210m21.69210散水面一次抹光60厚C10混凝土S=(1-0.12)*[（4.5+0.12*2-0.2*2-0.4）+（6+1.5+0.12+1）+（4.5+3.5*4+3+1*2）+（6+0.12*2-0.2*2-0.4）]=36.52M2100m20.365211预制空心板混凝土YKB3754-14块0.118M3/块YKB3755-114块0.146M3/块YKB354-120块0.110M3/块YKB355-140块0.136M3/块YKB304-13块0.094M3/块YKB305-15块0.117M3/块（0.118*4+0.146*14+0.110*20+0.136*40+0.094*3+0.117*5）*1.015M3=11.19M310m31.11912多孔板接头灌缝11.023M310m31.102序号分部分项名称计算式单位数量13多孔板运输（5km）11.023*1.013M3=11.17M310m31.11714多孔板安装11.023*1.005M3=11.10M310m31.11015现浇构件钢筋见表《现浇构件钢筋》t1.992416预应力钢筋φb4钢筋YKB3754-14块3.43kg/块YKB3755-114块4.23kg/块YKB354-120块2.89kg/块YKB355-140块3.30kg/块YKB304-13块1.96kg/块YKB305-15块2.31kg/块（4*3.43+14*4.23+20*2.89+40*3.30+3*1.96+5*2.31）kg=280.17kgt0.280四屋面防水工程11：2.5水泥砂浆找平层S=(4.5+3.5*4+3+0.62*2)*(6+1.5+0.62*2)-(2.88+3.5*3+3+0.62)*0.4=191.95M2100m21.91952三毡四油一砂防水层S=191.95M2100m21.91953基础防水砂浆防潮层S=0.24*(58+28.8)=20.83M2100m20.2083五混凝土、钢筋混凝土模板工程1混凝土基础垫层木模板S=[(6+1.5+0.35*2)*2+(4.5+3.5*4+3+0.35*2)*2+2*(6+1.5-0.35*2+4.5-0.35*2)+2*(6-0.35*2+3.5-0.35*2)*4+2*(6-0.35*2+3-0.35*2)]*0.25=40.5M2100m20.405序号分部分项名称计算式单位数量2单梁、连续梁木模板S=S(L-2)+S(L-4挑出)+S(LL-1)S=[(4.5-0.12*2)*(0.24+0.45*2)+0.45*1*2*2]+[(0.2+0.3)*1.32*0.5*2*5+0.24*1.32*5]+[(3.5*43+0.12)*(0.18+0.25*2)]=23.18M2100m20.23183现浇钢筋混凝土圈梁木模板S=S(L-4)=2*2*5*0.3=6M2100m20.064现浇钢筋混凝土有梁板木模板S=S板+S梁S板=(6+1.5-0.12*2)*(4.5-0.12*2)+6*(3-0.12*2)=47.49M2S梁=[(4.5-0.12*2)*0.45*2+1*0.45*2*2]+[(3-0.12*2)*0.3*2]S=54.78M2100m20.54785现浇钢筋混凝土平板木模板S=(3.5-0.12*2)*(6-0.12*2)*4=75.11100m20.75116现浇钢筋混凝土挑檐木模板S=[(4.5+3.5*4+3+0.62*2)*0.5+(6+1.5+0.12*2)*0.5+(4.5+0.62*2)*0.5+1.5*(2.88+3.5*3+0.62)+(6+0.12*2)*0.5]+[(6+1.5+0.62*2)+(4.5+3.5*4+3+0.62*2)+(6+0.62+1.5+0.12)+(3.5*3+3+2.88+0.62)+(0.62+4.5+0.62)+0.4]*0.08=51.76100m20.51767现浇钢筋混凝土楼梯木模板S=(3.3+0.2)*(3-0.12*2)=9.66100m20.09668现浇钢筋混凝土楼梯栏板木模板S=(3.3+0.2)*0.9*2*2+(3-0.12*2)*0.5*0.9*2=15.08100m20.15089现浇钢筋混凝土台阶木模板S=(3.5*4+3+0.3*2+1.5)*2*0.3=11.46100m20.114610预制空心板混凝土模板S=11.19100m30.1119六脚手架工程序号分部分项名称计算式单位数量1钢管双排外脚手架S=(4.5+0.12*2+6+1.5+0.12*2+4.5+3.5*4+3+0.12*2+6+0.12*2)*(7.2+0.45)=309.52100m23.09522里脚手架S=S内+S(L-2)S={[(6-0.24)*5+3.5*4+3+1.5]*(3.6-0.12+3.6-0.08)}+[(4.5-0.12*2)*(3.6+0.45)=348.35100m23.48353挑脚手架L=17*2=34100m0.34钢筋用量计算表构件名称代号钢筋用量编号直径(mm)根数总长(m)、重（kg）计算式重量（kg）单梁L-2①φ162L=4.5+0.12*2-0.25*2+2*6.25*0.016=4.89G=0.00617*16*16*4.89*2=15.448注：P铁=7850kg/m3=7.850/1000000kg/mm3G=PV=P*3.14*0.25*d2*L(m)=0.00617*d2*L15.448②φ161L=（4.5+0.12*2-2*0.025）+0.41*（0.45-2*0.025）+2*6.25*0.016=5.05G=0.00617*16*16*5.05*1=7.987.98③φ102L=（4.5+0.12*2-0.025*2）+6.25*0.01*2=4.815G=0.00617*10*10*4.815*2=5.9425.942④φ631N=(4.5-0.12*2-0.05*2)/0.15+1+2=31L=（0.24+0.45）*2-8*0.025+8*0.006+0.06+0.06=1.348G=0.00617*6*6*31*1.348=9.2829.282L-3①φ162L=3+0.12*2-2*0.025+2*6.25*0.016=3.39G=0.00617*16*16*3.39*2=10.70910.709②φ161L=（3+0.12*2-0.025*2）+0.41*（0.3-0.025*2）+2*6.25*0.016=3.49G=0.00617*16*16*3.49*1=5.515.51③φ102L=（3+0.12*2-0.025*2）+2*6.25*0.01=3.315G=0.00617*10*10*3.315*2=4.0914.091④φ621N=（3-0.12*2-0.025*2）/0.15+1+2=21L=（0.24+0.3）*2-0.025*8+8*0.006+0.06+0.06=1.048G=0.00617*6*6*21*1.048=4.8884.888L-4①φ163L=（1.5+2-2*0.025）+（0.2-2*0.025）=3.6G=0.00617*16*16*3.6*3=17.0617.06②φ122L=（2-0.025+6.25*0.012）+0.41*0.1+1.5-0.025=4.035G=0.00617*12*12*2*4.035=7.177.17③φ68N=(1.32-0.05*2-0.12)/0.2+1+1=8L左=（0.24+0.2-4*0.025+4*0.006）*2+0.06+0.06=0.848L右=（0.24+0.3-4*0.025+4*0.006）*2+0.06+0.06=1.048L=（L左+L右）/2=0.948G=0.00617*6*6*8*0.948=1.6851.685④φ611N=（2-0.025-0.05）/0.2+1=11L=（0.3+0.24）*2-8*0.025+8*0.006+0.06+0.06=0.988G=0.00617*6*6*0.988*11=2.4142.414构件名称代号钢筋用量编号直径(mm)根数总长(m)、重（kg）计算式重量（kg）连续梁LL-1①φ164L=3.5*4+3-0.025*2=16.95G=0.00617*16*16*16.95*4=107.1107.1②φ6178N=（3.5*4+3-2*0.12-2*0.05）/0.1+1+10=178L=（0.18+0.25）*2-8*0.025+8*0.006+0.06+0.06=0.828G=0.00617*6*6*0.828*178=32.73732.737屋面有梁板①φ853N=（7.5+0.24-0.025*2）/0.15+1=53L=4.5+0.12*2-2*0.025+6.25*0.008*2=4.79G=0.00617*8*8*4.79*53=100.25100.25②φ833N=（4.5+0.12*2-0.025*2）/0.15+1=33L=7.5+0.12*2-0.025*2+6.25*0.008*2=7.79G=0.00617*8*8*7.79*33=101.51101.51③φ833N=（4.5+0.24-2*0.025）/0.15+1=33L=1+1+0.24+（0.08-2*0.025）*2=2.3G=0.00617*8*8*2.3*33=29.9729.97④φ859N=（7.5+0.62*2-0.025*2）/0.15+1=59L=1+0.8+0.24+（0.08-0.025*2）*2=2.1G=0.00617*8*8*2.1*59=48.9348.93⑤φ843N=（6+0.12*2-0.025*2）/0.15+1=43L=3+0.12*2-0.025*2+6.25*0.008*2=3.29G=0.00617*8*8*3.29*43=55.8655.86⑥φ886N=[（16+0.24-0.025*2）/0.15+1]*2=86L=0.7+0.8+0.24+（0.08-0.025*2）*2=1.8G=0.00617*8*8*1.8*86=61.1361.13L-1配筋与L-2相同38.652屋面平板①φ8115N=(3.5*4+3)/0.15+1=115L=6+0.12*2-0.025*2+6.25*0.008*2=6.29G=0.00617*8*8*6.29*115=285.64285.64②φ8172N=[(6+0.12*2-0.025*2)/0.15+1]*4=172L=3.5+0.12*2-0.025*2+6.25*0.008*2=3.79G=0.00617*8*8*3.79*172=257.41257.41③φ886N=[(6+0.24-0.025*2)/0.15+1]*2=86L=0.8+0.8+0.24+(0.08-0.025*2)*2=1.9G=0.00617*8*8*86*1.9=64.5264.52挑檐①φ887N=(3.5*4+3+0.12*2-0.025*2)/0.2+1=87L=7.5+0.12+0.62-0.025*2+0.41*(0.08-0.025*2)*2=8.215G=0.00617*8*8*8.215*87=282.223282.223构件名称代号钢筋用量编号直径(mm)根数总长(m)、重（kg）计算式重量（kg）②φ858N=(4.5+0.62*2-0.025*2)/0.1+1=58L=(0.9+0.24+0.5-0.025)+(0.08-0.025*2)*2=1.68G=0.00617*8*8*1.68*58=38.4838.48③φ8116N=[(7.5+0.62*2-0.025*2)/0.15+1]+[(7.5+0.62*2-0.4-0.025*2)/0.15+1]=116L=(1+0.12+0.62-0.025)+(0.08-0.025*2)*2=1.78G=0.00617*8*8*1.78*116=81.5381.53④φ889N=(3.5*4+3+0.5-0.025*2)/0.2+1=89L=0.8+0.12+0.62+(0.08-0.025)*2=1.6G=0.00617*8*8*1.3*89=56.2356.23⑤φ889N=(3.5*4+3+0.5-0.025*2)/0.2+1=89L=(0.8+0.24+1.5-0.025)+(0.08-0.025*2)*2=2.58G=0.00617*8*8*2.58*89=90.6190.61⑥φ836N=(4.5+0.12+0.62-0.025*2)/0.15+1=36L=(0.9+0.24+0.5-0.025)+(0.08-0.025*2)*2=1.65G=0.00617*8*8*36*1.65=23.4623.46整体楼梯TL-1①φ124L=(3+0.24-0.025*2)/2=1.6G=0.00617*12*12*1.6*4=5.685.68②φ612N=(3+0.12*2-0.025*2)/2/0.15+1=12L=(0.3+0.3)*2-0.025*8+4.9*0.006*2=1.06G=0.00617*6*6*12*1.06=2.832.83TL-2①φ164L=3+0.12*2-0.025*2=3.19G=0.00617*16*16*3.19*4=20.1520.15②φ617N=(3+0.12*2-0.025*2)/0.2+1=17L=(0.2+0.3)*2-0.025*8+4.9*0.006*2=0.86G=0.00617*6*6*17*0.86=3.253.25TL-3①φ164L=3+0.12*2-0.025*2=3.19G=0.00617*16*16*4*3.19=20.1520.15②φ617N=(3+0.12*2-0.025*2)/0.2+1=17L=(0.3+0.3)*2-0.025*8+4.9*0.006*2=1.06G=0.00617*6*6*1.06*17=44分布①φ848N=[(3+0.24-0.025*2)/2/0.15+1]*4=48L=1+0.1-0.025*2=1.05G=0.00617*8*8*48*1.05=19.90219.902②φ616N=(1/0.3)*4=16L=(3+0.24-0.025*2)/2=1.6G=0.00617*6*6*1.6*16=5.695.69构件名称代号钢筋用量编号直径(mm)根数总长(m)、重（kg）计算式重量（kg）③φ88N=4*2=8L=(3+0.24-0.025*2)/2=1.6G=0.00617*8*8*1.6*8=5.055.05④φ1024N=[(3+0.24-0.025*2)/2/0.15+1]*2=24L=3.87G=0.00617*10*10*24*3.87=57.3157.31合计1.9924t=0.3137t(φ20以内)+1.6787t(φ10以内)1992.433安装工程编制说明：（一）编制依据（1）XX设计院设计的XX单位办公楼施工图。1）施工图见附图。（略）（2）《陕西省建筑工程概预算定额》及配套费用定额。(陕西省建设厅1999年)（二）编制说明（1）本工程取费参照四类工程取费。（2）材料差价为计取。（3）安全文明施工津贴按1.6%计取。建筑装饰工程取费程序序号费用名称取费程序和内容合价/元（1）项目直接费（人、材、机）费之和27857.97（2）人工调整人工费(5814.330)×（0.787-1）-1238.45（3）直接费（1）+（2）26619.52（4）其他直接费（3）×0.73%194.32（5）直接工程费（3）+（4）26813.84（6）间接费（5）×3.59%962.62（7）差别利润[（5）+（6）]×2%555.53（8）不含税造价（5）+（6）+（7）28331.99（9）养老保险统筹（8）×3.55%1005.79（10）四项保险（8）×0.8%226.66（11）安全文明施工定额补贴（8）×1.6%453.31（12）税金[（11）+（10）+（9）+（8）]×3.44%1032.61（13）含税造价（12）+（11）+（10）+（9）+（8）31050.35建筑装饰工程预算表序号编号子目名称工程量价值/元其中单位数量单价合价人工消耗材料费/元机械费/元单价/元合价/元单位/工日合计/工日单价合价单价合价一楼地面18-23:7灰土垫层M35.99246.46278.38820.19120.9780.9945.95625.24151.2381.036.17228-23C10混凝土垫层M32.996168.55504.97628.2384.5771.394.164123.25369.25717.0751.14238-3530细石混凝土找平层100M20.4573641.35293.289144.4066.0347.113.251442.81202.49754.1424.75848-36增厚5mm细石混凝土找平层100M20.4573107.3649.09624.3711.1447.203.29374.1633.9138.834.03858-80地砖面层建筑胶水泥砂浆粘贴100M21.12184737.845314.909743.55834.11436.6141.0693933.944413.09460.3567.70168-82楼梯贴地砖100M20.14179409.051333.2623241.07459.260159.5822.6126066.10859.566101.8814.436序号编号子目名称工程量价值/元其中单位数量单价合价人工消耗材料费/元机械费/元单价/元合价/元单位/工日合计/工日单价合价单价合价78-84地砖踢脚线100M20.12465553.73691.9951555.14193.77076.579.5413938.24490.70560.357.52088-83地砖台阶100M20.0112512426.27139.7963234.2736.386159.261.7928883.6199.941308.093.46698-84混凝土散水100M20.22112218.31490.468870.08192.37542.849.4721282.83283.63465.4014.460二天棚工程110-93室内现浇板底粉刷石膏100M21.0965831.32911.542413.11452.97520.3422.303395.65433.83022.5624.737210-197室内现浇板底耐擦洗涂料面层100M21.09651452.341592.491122.88134.7386.056.6341276.001399.13453.4658.619310-93楼梯底面粉刷石膏（包括休息平台）100M20.1941831.32161.359413.1180.18520.343.948395.6576.79622.564.379序号编号子目名称工程量价值/元其中单位数量单价合价人工消耗材料费/元机械费/元单价/元合价/元单位/工日合计/工日单价合价单价合价410-197楼梯底面（包括休息平台）耐擦洗涂料面层100M20.19411452.34281.899122.8823.8516.051.1741276.0247.67253.4610.377510-189雨罩、阳台底面耐水腻子100M20.0611165.9810.141124.707.6196.140.37541.282.5220.000610-201雨罩、阳台底面合成树脂乳液100M20.0611584.5135.714191.5211.7029.430.576392.9924.0120.000三墙面工程110-140外墙裙水刷石100M20.31431718.83540.228899.53282.72244.2913.920781.33245.57237.9711.934210-146阳台外侧面水刷石100M20.0662898.06191.2722103.30138.818103.566.835754.4349.79240.332.662310-146零星项目，雨罩外侧面水刷石100M20.00842898.0624.3442103.3017.668103.560.870754.436.33740.330.339序号编号子目名称工程量价值/元其中单位数量单价合价人工消耗材料费/元机械费/元单价/元合价/元单位/工日合计/工日单价合价单价合价410-186外墙面涂料底灰100M21.970482.86163.26768.24134.4603.366.62114.6228.8070.000510-186阳台栏板内侧面涂料底灰100M20.064682.865.35368.244.4083.360.21714.620.9440.000610-436阳台栏板内侧面仿瓷涂料100M20.0646371.6424.00867.234.3433.310.214304.4119.6650.000710-432外墙面凹凸型涂料100M22.0545305.29627.21888.75182.3374.378.978216.54444.8810.000810-17室内墙面抹灰底100M22.9986521.771564.580348.321044.47217.1551.426146.77440.10526.8880.602910-197室内墙面耐擦洗涂料100M23.09081452.344488.892122.88379.7986.0518.69912763943.86153.46165.2341010-61零星项目，水泥砂浆，女儿墙压顶抹灰100M20.14361878.63269.7711515.13217.57374.6010.713326.6946.91336.815.2861110-436零星项目，女儿墙压顶凹凸型涂料100M20.143637.645.40567.239.6543.310.475304.4143.7130.000四门窗工程17-56胶合板门（M2）100M20.09213541.271245.797953.1587.69046.934.31812319.411133.386268.7124.72127-90松木带亮自由门（M2）100M20.084614226.171203.534775.8465.63638.203.23213256.141121.469194.1916.42835-52单玻平开塑钢窗C1100M20.194517325.443369.798507.7598.75725.04.86316726.873253.37690.8217.66447-91松木自由门安玻璃100M20.02973699.94109.888965.3328.67047.531.4122707.0380.39927.580.819510-566预制磨石窗台板100M0.188914.481604.6061394.69251.04468.6712.3617468.671344.36157.7210.390610-231松木窗帘盒100M0.18157.9228.426101.5518.27950.90056.3710.1470.000五栏杆、栏板、扶手17-302楼梯松木扶手楼梯烤漆钢管栏杆100M0.0797405.1532.290122.279.7456.020.480282.1522.4870.730.058六油漆工程序号编号子目名称工程量价值/元其中单位数量单价合价人工消耗材料费/元机械费/元单价/元合价/元单位/工日合计/工日单价合价单价合价110-229木材面油漆，底油一遍，调和漆两遍，单层门窗100M20.1766900.25158.984413.3172.99120.353.594486.9485.9940.000210-231木材面油漆，底油一遍，调和漆两遍，木扶手，不带托板100M0.042157.926.633101.554.2655.00.21056.372.3680.000310-232木材面油漆，底油一遍，调和漆两遍，松木窗帘盒100M0.18579.73104.351284.9551.29114.032.525294.7853.0600.000合计总费用27857.972人工费5814.330建筑装饰工程工程量计算表序号分部分项名称算式单位数量建筑面积S面积=S（一、二层整体-S缺口+1/2阳台）S=(0.24*2+9.9)*(0.24*2+7.2)*2-1.2*2.7*2+(2.82*1.4)/2=154.93M2154.93一楼地面13:7灰土垫层S垫层=面积*厚度S房屋净面积=(6-0.24)*(2.4-0.24)+(2.7-0.24)*(7.2-0.24)+(3.6-0.24)*(4.5-0.24)*2=59.92V=59.92*0.1=5.992M35.9922C10混凝土垫层S=59.92*0.05=2.996M22.996330厚细石混凝土找平层S=S房间-楼梯S=59.92-1.0224-14.17=44.73S房间=（4.5-0.24）*0.24=1.00224S楼梯=（6-0.24）*（2.7*0.24）=14.17100M20.45734增厚5mm细石混凝土找平层100M20.45735地砖面层建筑胶水泥砂浆粘贴S=59.92+46.70+1.94+3.62=112.18S一楼=59.92S二楼=44.73+（2.82*1.4）/2=46.70S阳台=（2.82-0.12）*（1.4-0.06）=3.62S门洞=3*1.2*0.24+5*0.9*0.24=1.94100M21.12186楼梯贴地砖S=（2.7-0.24）*（6-0.24）=14.17100M20.14177地砖踢脚线L=49.32+41.28+11.44+6.28-14.1+2.2+7.44=103.86L一层=(2.7-0.24+7.2-0.24)*2+(4.5-0.24)+(3.6-0.24)*2*2=49.32L二层=（7.2-0.24+2.7-0.24）*2+（7.2-0.24+4.5-0.24）*2=41.28L洞口=1.2*5+0.9*9=14.1L洞壁=0.13*4+24*0.07=2.2L阳台=2*2.7+0.13*2-0.9+（1.4-0.06*2）=7.44L楼梯=（2.97-0.75）/2*2.464（系数）*1.15*2=6.28L平台=（2.7-0.24）*2+2*（8-0.12）+（1.7-0.12）*2=11.44S=L*B=103.86*0.12=12.46100M20.1246序号分部分项名称算式单位数量8地砖台阶S=1.5*0.75=1.125100M20.011259混凝土散水S=[（9.9+0.6+2*0.24+7.2+0.24*2+0.62）*2-1.5]*0.6=22.21100M20.2211二天棚工程1室内现浇板底粉刷石膏S总=45.74+63.91=109.65S一层=59.91-14.17=45.74S二层59.91+0.24*（4.5-0.24）+0.35*4.26*2=63*91100M21.0