图预算答案bnlb.docx

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1、序号定额号项目名称单位计算试数量1建筑面积m2110.322220.64首层（10.8+00.48）(9.3+0.48)=110.32二层同上21-1平整场地m2110.321.4154.4531-23机挖沟槽m3202.45+79.333281.78外墙中心线(10.8+00.12+99.3+0.12)2=40.68内墙挖土净长线线(沟)第一一根净长线9.3+6.66+7.8-40.99-20.9=117.941-1(1.5+0.32+0.559)40.6881.85=202.4452-2(1.2+0.32+0.559)17.9441.85=79.33345-1C10垫层m34.27+1.6

2、65.93内墙净长线(垫垫层)9.3+6.66+7.8-40.69-20.6=119.741-11.50.00740.688=4.2772-21.20.00719.744=1.66655-6砼带形基础m313.73+55.4919.22内墙净长线(混混凝土基础)9.3+6.66+7.8-40.59-20.5=220.341-11.30.15+(00.6+1.3)0.150.540.688=13.7732-210.155+(0.66+1)0.150.520.344=5.49961-7回填土m3281.78-5.93-19.222-31.114225.49扣室外地坪以下下砖基础22.62+88.5

3、2=331.14砖内墙净长线9.3+6.66+7.8-40.12-220.12=22.9881-1(0.3651.48+0.015575)40.688=22.6622-2(0.2411.48+00.015775)22.988=8.52271-14房心回填土m390.1600.2522.54房间净面积110.32-0.3640.688-0.24422.988=90.116回填厚度0.45-0.04-0.06-0.1=0.22581-15余土运输m3281.78-225.449-(0.922.544灰土)3691-57打钎拍底m21.540.68+1.219.744机械挖土才才列此项84.7110

4、4-1基础砌筑m329.3+111.01-22.837.511-1(0.3651.93+0.015575)40.688=29.33图2005-006答案(第第1页 建筑工程) 序号定额号项目名称单位计算试数量2-2(0.2411.93+00.015775)22.988=11.001扣构造柱（见说说明）2.8 题已已给出，否则则应计算114-17KP1外墙m395.03-88.13-11.28-8.442-4.99372.27毛体积0.36566.440.688=95.003扣门窗(1.4711.4791.1182.39)0.3655=8.133扣过梁扣构造柱20.180.369+1.770.1

5、80.361=1.228842 题题给定扣圈梁0.360.18(40.668-0.3364-0.2245)2层=4.933构造柱占中心线线长度0.3364+0.2245=2.664m125-21构造柱m32.8+8.44211.22135-26C20圈梁m30.360.18(40.668-0.3364+0.2245)24.93145-27C25过梁m31.28 +00.41（外外+内）1.69内墙过梁1.70.1180.242+1.550.180.244=0.441155-28C25板m37.07+9.5716.63首层(9.3-0.24)7.80.1=77.07二层(10.8-00.24)(

6、9.3-00.24)0.1=99.575-40C25楼梯(3-0.244)(9.33-0.244)25.011612-17水泥焦渣找坡层层m3(10.8-00.24)(9.3-00.24)0.0355=95.6670.03553.351712-2200厚加气混混凝土保温层层m3(10.8-00.24)(9.3-00.24)0.2=995.670.219.1318 13-120厚水泥砂浆浆找平层(10.8-0.24)+(0.44+0.5+0.24)2(9.33-0.244)+(0.4+0.55+0.244)2-(0.24+0.06) (0.224+0.006)4145.251913-983mmS

7、BS防防水层同上145.252012-35着色剂保护层同上145.25图2005、006答案(第第2页 建筑筑工程)序号定额号项目名称单位计算试数量211-1100厚3:77灰土垫层M3首层净面积垫垫层厚=900.160.19.02首层净面积(10.8-00.24)(9.3-00.24)-22.9880.24=90.166直接用前面计算算结果221-7C10混凝土垫垫层60厚M390.1600.065.4231-45普通预制磨石面面层（首层）90.16+00.9891.14首层净面积(10.8-00.24)(9.3-00.24)-22.9880.24=90.166加门洞口1.20.2241+1

8、.220.181+10.242=0.998241-169首层预制磨石踢踢脚m83.76+11.1-7.677.26房间净长(9.3-0.24+3-0.24)2+(2.7-0.224+7.88-0.244)2+(3.3-0.224+6.66-0.244)2+(4.5-0.224+6.66-0.244)2=83.76算法2(10.8-00.24)2-0.2243+(7.8-0.224)2-0.224+(9.3-0.224)4-0.2242+(6.6-0.224)2=83.76减门洞1.23+14=7.6加门侧0.26+0.283=1.11251-212散水43.0200.625.81散水中心线长(

9、10.8+00.542+9.33+0.5442)2-1.55=43.002算法2(梯形法法)(11.288+12.448)0.62+(9.78+100.98) 0.622-1.550.6=225.8125.81262-8U型请钢龙骨（二二层办公室）（7.8-0.24-0.24）(6.6-0.24)46.56272-17嵌顶灯槽附加龙龙骨个见立面图下说明明62-69纸面石膏板（二二层办公室）46.56-11.545.06办公室净面积（7.8-0.24-0.24）(6.6-0.24)=46.556减灯槽面积10.256=1.552-107耐水腻子同2-6945.06282-109耐擦洗涂料90.1

10、6+445.06135.22图2005、006答案(第第3页 装饰饰工程)序号定额号项目名称单位计算试数量首层顶涂料首层净面积900.16二层顶办公室涂涂料45.06292-94首层顶水泥砂浆浆抹灰首层净面积90.162-105首层顶耐水腻子子同上90.16303-24外墙抹灰250.61-21.477229.14外墙面周长m(11.28+9.78)2=42.12毛面积42.12(6.4+00.45-00.9)=2250.611扣门窗1.18(22.39-00.45)+1.471.479=21.74313-27外墙涂料外墙抹灰面积+加门窗侧面面积237.3+111.24248.54加门窗侧面0

11、.13(2.39-0.45)2+1.118门侧+0.21.4749=11.24323-34外墙裙(金属砖砖900高)37.91-11.21+00.12注意:抹灰含在在面层中36.82毛面积42.1200.9=377.91减台阶、门0.451.5+1.1180.45=1.21加门侧0.130.452=0.112333-98内墙面抹底灰(二层办公室室)120.24-8.42111.82办公室墙体内边边线长6.364+（7.8-0.48）2=40.08高6.1-3.22-0.1+0.2=33注意抹灰加2000高毛面积40.0833=120.24扣门窗2C1+2M22=1.4771.472+0.998

12、2.092=8.442343-106高级乳胶漆(二二层办公室)107.41-8.18+1.39100.62图2005、006答案(第第4页 装饰饰工程)序号定额号项目名称单位计算试数量毛面积40.08(6.1-33.2-0.1楼面-00.12踢脚脚高)=1007.41注意减踢脚高1120、减楼楼面做法0.1扣门窗1.471.472+0.998(2.099-0.122)2=8.118加门窗侧面 0.98+(2.099-0.122)220.07+(1.4773面2)0.08=1.39注意窗台为石材材、块料时窗窗侧为三面356-38单玻塑钢平开门门1.182.393+0.9982.094 16.66

13、5366-43单玻塑钢平开窗窗1.471.47919.45376-113门窗后塞口16.65+119.4536.1图2005、006答案(第第5页 装饰饰工程)序号定额号项目名称单位计算试数量1建筑面积m2110.322220.64首层（10.8+00.48）(9.3+0.48)=110.32二层同上21-1平整场地m2110.321.4154.4531-23机挖沟槽m3202.45+79.333281.78外墙中心线(10.8+00.12+99.3+0.12)2=40.68内墙挖土净长线线(沟)第一一根净长线9.3+6.66+7.8-40.99-20.9=117.941-1(1.5+0.32

14、+0.559)40.6881.85=202.4452-2(1.2+0.32+0.559)17.9441.85=79.33345-1C10垫层m34.27+1.665.93内墙净长线(垫垫层)9.3+6.66+7.8-40.69-20.6=119.741-11.50.00740.688=4.2772-21.20.00719.744=1.666序号定额号项目名称单位计算试数量55-6砼带形基础m313.73+55.4919.22内墙净长线(混混凝土基础)9.3+6.66+7.8-40.59-20.5=220.341-11.30.15+(00.6+1.3)0.150.540.688=13.7732-

15、210.155+(0.66+1)0.150.520.344=5.49961-7回填土m3281.78-5.93-19.222-31.114225.49扣室外地坪以下下砖基础22.62+88.52=331.14砖内墙净长线9.3+6.66+7.8-40.12-20.12=22.9881-1(0.3651.48+0.015575)40.688=22.6622-2(0.2411.48+00.015775)22.988=8.52271-14房心回填土m390.1600.2522.54房间净面积110.32-0.3640.688-0.24422.988=90.116序号定额号项目名称单位计算试数量回填厚

16、度0.45-0.04-0.06-0.1=0.22581-15余土运输m3281.78-225.449-(0.922.544灰土)3691-57打钎拍底m21.540.68+1.219.744机械挖土才才列此项84.71104-1基础砌筑m329.3+111.01-22.837.511-1(0.3651.93+0.015575)40.688=29.332-2(0.2411.93+00.015775)22.988=11.001扣构造柱（见说说明）2.8 题已已给出，否则则应计算114-17KP1外墙m395.03-88.13-11.28-88.42-44.9372.27毛体积0.36566.440

17、.688=95.003扣门窗(1.4711.4791.1182.39)0.3655=8.133扣过梁扣构造柱20.180.369+1.770.180.361=1.228842 题题给定序号定额号项目名称单位计算试数量125-21构造柱m32.8+8.44211.22135-26C20圈梁m30.360.18(40.668-0.3364+0.2245)24.93145-27C25过梁m31.28 +00.41（外外+内）1.69内墙过梁1.70.1180.242+1.550.180.244=0.441155-28C25板m37.07+9.5716.63首层(9.3-0.24)7.80.1=77.

18、07二层(10.8-00.24)(9.3-00.24)0.1=99.575-40C25楼梯(3-0.244)(9.33-0.244)25.011612-17水泥焦渣找坡层层m3(10.8-00.24)(9.3-00.24)0.0355=95.6670.03553.351712-2200厚加气混混凝土保温层层m3(10.8-00.24)(9.3-00.24)0.2=995.670.219.13序号定额号项目名称单位计算试数量18 13-120厚水泥砂浆浆找平层(10.8-0.24)+(0.44+0.5+0.24)2(9.33-0.244)+(0.4+0.55+0.244)2-(0.24+0.06

19、) (0.224+0.006)4145.251913-983mmSBS防防水层同上145.252012-35着色剂保护层同上145.25211-1100厚3:77灰土垫层M3首层净面积垫垫层厚=900.160.19.02首层净面积(10.8-00.24)(9.3-00.24)-22.9880.24=90.166直接用前面计算算结果221-7C10混凝土垫垫层60厚M390.1600.065.4231-45预制磨石面层（首首层）90.16+00.9891.14首层净面积(10.8-00.24)(9.3-00.24)-22.9880.24=90.166序号定额号项目名称单位计算试数量加门洞口1.2

20、0.2241+1.220.181+10.242=0.998241-169首层预制磨石踢踢脚m83.76+11.1-7.677.26房间净长(9.3-0.24+3-0.24)2+(2.7-0.224+7.88-0.244)2+(3.3-0.224+6.66-0.244)2+(4.5-0.224+6.66-0.244)2=83.76算法2(10.8-00.24)2-0.2243+(7.8-0.224)2-0.224+(9.3-0.224)4-0.2242+(6.6-0.224)2=83.76减门洞1.23+14=7.6加门侧0.26+0.283=1.11251-212散水43.0200.625.8

21、1散水中心线长(10.8+00.542+9.33+0.5442)2-1.55=43.002序号定额号项目名称单位计算试数量262-8U型请钢龙骨（二二层办公室）（7.8-0.24-0.24）(6.6-0.24)46.56272-17嵌顶灯槽附加龙龙骨个见立面图下说明明62-69纸面石膏板（二二层办公室）46.56-11.545.06办公室净面积（7.8-0.24-0.24）(6.6-0.24)=46.556减灯槽面积10.256=1.552-107耐水腻子同2-6945.06282-109耐擦洗涂料90.16+445.06135.22首层顶涂料首层净面积900.16二层顶办公室涂涂料45.0618