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1、最新资料推荐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+0.48）(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+79.33281.78外墙中心线(10.8+0.12+9.3+0.12)2=40.68内墙挖土净长线(沟)第一根净长线9.3+6.6+7.8-40.99-20.9=17.941-1(1.5+0.32+0.59)40.681.85=202.452-2(1.2+0.32+0.59)17.941.85=79.3345-1C10垫层m34.27+1.665.93内墙净
2、长线(垫层)9.3+6.6+7.8-40.69-20.6=19.741-11.50.0740.68=4.272-21.20.0719.74=1.6655-6砼带形基础m313.73+5.4919.22内墙净长线(混凝土基础)9.3+6.6+7.8-40.59-20.5=20.341-11.30.15+(0.6+1.3)0.150.540.68=13.732-210.15+(0.6+1)0.150.520.34=5.4961-7回填土m3281.78-5.93-19.22-31.14225.49扣室外地坪以下砖基础22.62+8.52=31.14砖内墙净长线9.3+6.6+7.8-40.12-2
3、0.12=22.981-1(0.3651.48+0.01575)40.68=22.622-2(0.241.48+0.01575)22.98=8.5271-14房心回填土m390.160.2522.54房间净面积110.32-0.3640.68-0.2422.98=90.16回填厚度0.45-0.04-0.06-0.1=0.2581-15余土运输m3281.78-225.49-(0.922.54灰土)3691-57打钎拍底m21.540.68+1.219.74机械挖土才列此项84.71104-1基础砌筑m329.3+11.01-2.837.511-1(0.3651.93+0.01575)40.6
4、8=29.3图2005-06答案(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(0.241.93+0.01575)22.98=11.01扣构造柱（见说明）2.8 题已给出，否则应计算114-17KP1外墙m395.03-8.13-1.28-8.42-4.9372.27毛体积0.3656.440.68=95.03扣门窗(1.471.4791.182.39)0.365=8.13扣过梁扣构造柱20.180.369+1.70.180.361=1.28842 题给定扣圈梁0.360.18(40.68-0.364-0.245)2层=4.93构造柱占中心线长度0.364+0.245=2.64m
5、125-21构造柱m32.8+8.4211.22135-26C20圈梁m30.360.18(40.68-0.364+0.245)24.93145-27C25过梁m31.28 +0.41（外+内）1.69内墙过梁1.70.180.242+1.50.180.244=0.41155-28C25板m37.07+9.5716.63首层(9.3-0.24)7.80.1=7.07二层(10.8-0.24)(9.3-0.24)0.1=9.575-40C25楼梯(3-0.24)(9.3-0.24)25.011612-17水泥焦渣找坡层m3(10.8-0.24)(9.3-0.24)0.035=95.670.035
6、3.351712-2200厚加气混凝土保温层m3(10.8-0.24)(9.3-0.24)0.2=95.670.219.1318 13-120厚水泥砂浆找平层(10.8-0.24)+(0.4+0.5+0.24)2(9.3-0.24)+(0.4+0.5+0.24)2-(0.24+0.06) (0.24+0.06)4145.251913-983mmSBS防水层同上145.252012-35着色剂保护层同上145.25图2005、06答案(第2页 建筑工程)序号定额号项目名称单位计算试数量211-1100厚3:7灰土垫层M3首层净面积垫层厚=90.160.19.02首层净面积(10.8-0.24)(
7、9.3-0.24)-22.980.24=90.16直接用前面计算结果221-7C10混凝土垫层60厚M390.160.065.4231-45普通预制磨石面层（首层）90.16+0.9891.14首层净面积(10.8-0.24)(9.3-0.24)-22.980.24=90.16加门洞口1.20.241+1.20.181+10.242=0.98241-169首层预制磨石踢脚m83.76+1.1-7.677.26房间净长(9.3-0.24+3-0.24)2+(2.7-0.24+7.8-0.24)2+(3.3-0.24+6.6-0.24)2+(4.5-0.24+6.6-0.24)2=83.76算法2
8、(10.8-0.24)2-0.243+(7.8-0.24)2-0.24+(9.3-0.24)4-0.242+(6.6-0.24)2=83.76减门洞1.23+14=7.6加门侧0.26+0.283=1.1251-212散水43.020.625.81散水中心线长(10.8+0.542+9.3+0.542)2-1.5=43.02算法2(梯形法)(11.28+12.48)0.62+(9.78+10.98) 0.622-1.50.6=25.8125.81262-8U型请钢龙骨（二层办公室）（7.8-0.24-0.24）(6.6-0.24)46.56272-17嵌顶灯槽附加龙骨个见立面图下说明62-69
9、纸面石膏板（二层办公室）46.56-1.545.06办公室净面积（7.8-0.24-0.24）(6.6-0.24)=46.56减灯槽面积10.256=1.52-107耐水腻子同2-6945.06282-109耐擦洗涂料90.16+45.06135.22图2005、06答案(第3页 装饰工程)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90.16二层顶办公室涂料45.06292-94首层顶水泥砂浆抹灰首层净面积90.162-105首层顶耐水腻子同上90.16303-24外墙抹灰250.61-21.47229.14外墙面周长m(11.28+9.78)2=42.12毛面积42.12(6.4+
10、0.45-0.9)=250.61扣门窗1.18(2.39-0.45)+1.471.479=21.74313-27外墙涂料外墙抹灰面积+加门窗侧面积237.3+11.24248.54加门窗侧面0.13(2.39-0.45)2+1.18门侧+0.21.4749=11.24323-34外墙裙(金属砖900高)37.91-1.21+0.12注意:抹灰含在面层中36.82毛面积42.120.9=37.91减台阶、门0.451.5+1.180.45=1.21加门侧0.130.452=0.12333-98内墙面抹底灰(二层办公室)120.24-8.42111.82办公室墙体内边线长6.364+（7.8-0.
11、48）2=40.08高6.1-3.2-0.1+0.2=3注意抹灰加200高毛面积40.083=120.24扣门窗2C1+2M2=1.471.472+0.982.092=8.42343-106高级乳胶漆(二层办公室)107.41-8.18+1.39100.62图2005、06答案(第4页 装饰工程)序号定额号项目名称单位计算试数量毛面积40.08(6.1-3.2-0.1楼面-0.12踢脚高)=107.41注意减踢脚高120、减楼面做法0.1扣门窗1.471.472+0.98(2.09-0.12)2=8.18加门窗侧面 0.98+(2.09-0.12)220.07+(1.473面2)0.08=1.
12、39注意窗台为石材、块料时窗侧为三面356-38单玻塑钢平开门1.182.393+0.982.094 16.65366-43单玻塑钢平开窗1.471.47919.45376-113门窗后塞口16.65+19.4536.1图2005、06答案(第5页 装饰工程)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+0.48）(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+79.33281.78外墙中心线(10.8+0.12+9.3+0.12)2=40.68内墙挖土净长线(沟)第一根净
13、长线9.3+6.6+7.8-40.99-20.9=17.941-1(1.5+0.32+0.59)40.681.85=202.452-2(1.2+0.32+0.59)17.941.85=79.3345-1C10垫层m34.27+1.665.93内墙净长线(垫层)9.3+6.6+7.8-40.69-20.6=19.741-11.50.0740.68=4.272-21.20.0719.74=1.66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+5.4919.22内墙净长线(混凝土基础)9.3+6.6+7.8-40.59-20.5=20.341-11.30.15+(0.6+1.3)
14、0.150.540.68=13.732-210.15+(0.6+1)0.150.520.34=5.4961-7回填土m3281.78-5.93-19.22-31.14225.49扣室外地坪以下砖基础22.62+8.52=31.14砖内墙净长线9.3+6.6+7.8-40.12-20.12=22.981-1(0.3651.48+0.01575)40.68=22.622-2(0.241.48+0.01575)22.98=8.5271-14房心回填土m390.160.2522.54房间净面积110.32-0.3640.68-0.2422.98=90.16序号定额号项目名称单位计算试数量回填厚度0.4
15、5-0.04-0.06-0.1=0.2581-15余土运输m3281.78-225.49-(0.922.54灰土)3691-57打钎拍底m21.540.68+1.219.74机械挖土才列此项84.71104-1基础砌筑m329.3+11.01-2.837.511-1(0.3651.93+0.01575)40.68=29.32-2(0.241.93+0.01575)22.98=11.01扣构造柱（见说明）2.8 题已给出，否则应计算114-17KP1外墙m395.03-8.13-1.28-8.42-4.9372.27毛体积0.3656.440.68=95.03扣门窗(1.471.4791.182
16、.39)0.365=8.13扣过梁扣构造柱20.180.369+1.70.180.361=1.28842 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+8.4211.22135-26C20圈梁m30.360.18(40.68-0.364+0.245)24.93145-27C25过梁m31.28 +0.41（外+内）1.69内墙过梁1.70.180.242+1.50.180.244=0.41155-28C25板m37.07+9.5716.63首层(9.3-0.24)7.80.1=7.07二层(10.8-0.24)(9.3-0.24)0.1=9.575-40C25楼梯(3-0
17、.24)(9.3-0.24)25.011612-17水泥焦渣找坡层m3(10.8-0.24)(9.3-0.24)0.035=95.670.0353.351712-2200厚加气混凝土保温层m3(10.8-0.24)(9.3-0.24)0.2=95.670.219.13序号定额号项目名称单位计算试数量18 13-120厚水泥砂浆找平层(10.8-0.24)+(0.4+0.5+0.24)2(9.3-0.24)+(0.4+0.5+0.24)2-(0.24+0.06) (0.24+0.06)4145.251913-983mmSBS防水层同上145.252012-35着色剂保护层同上145.25211-
18、1100厚3:7灰土垫层M3首层净面积垫层厚=90.160.19.02首层净面积(10.8-0.24)(9.3-0.24)-22.980.24=90.16直接用前面计算结果221-7C10混凝土垫层60厚M390.160.065.4231-45预制磨石面层（首层）90.16+0.9891.14首层净面积(10.8-0.24)(9.3-0.24)-22.980.24=90.16序号定额号项目名称单位计算试数量加门洞口1.20.241+1.20.181+10.242=0.98241-169首层预制磨石踢脚m83.76+1.1-7.677.26房间净长(9.3-0.24+3-0.24)2+(2.7-
19、0.24+7.8-0.24)2+(3.3-0.24+6.6-0.24)2+(4.5-0.24+6.6-0.24)2=83.76算法2(10.8-0.24)2-0.243+(7.8-0.24)2-0.24+(9.3-0.24)4-0.242+(6.6-0.24)2=83.76减门洞1.23+14=7.6加门侧0.26+0.283=1.1251-212散水43.020.625.81散水中心线长(10.8+0.542+9.3+0.542)2-1.5=43.02序号定额号项目名称单位计算试数量262-8U型请钢龙骨（二层办公室）（7.8-0.24-0.24）(6.6-0.24)46.56272-17嵌顶灯槽附加龙骨个见立面图下说明62-69纸面石膏板（二层办公室）46.56-1.545.06办公室净面积（7.8-0.24-0.24）(6.6-0.24)=46.56减灯槽面积10.256=1.52-107耐水腻子同2-6945.06282-109耐擦洗涂料90.16+45.06135.22首层顶涂料首层净面积90.16二层顶办公室涂料45.06最新精品资料整理推荐，更新于二二年十二月二十八日2020年12月28日星期一21:15:39