图预算答案bnlb.docx

序号定额号项目名称单位计算试数量1建筑面积m2110.32××2220.64首层（10.8+00.48）(9.3+0.48)=110.32二层同上21-1平整场地m2110.32××1.4154.4531-23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+7.8-4×0.99-2×0.9=117.941-1(1.5+0.3×2+0.559)×40.688×1.85=202.4452-2(1.2+0.3×2+0.559)×17.944×1.85=79.33345-1C10垫层m34.27+1.665.93内墙净长线(垫垫层)9.3+6.66+7.8-4×0.69-2×0.6=119.741-11.5×0.007×40.688=4.2772-21.2×0.007×19.744=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+7.8-4×0.59-2×0.5=220.341-11.3×0.15+(00.6+1.3)×0.15×0.5×40.688=13.7732-21×0.155+(0.66+1)×0.15×0.5×20.344=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+7.8-4×0.12-22×0.12=22.9881-1(0.365××1.48+0.015575)×40.688=22.6622-2(0.24×11.48+00.015775)×22.988=8.52271-14房心回填土m390.16×00.2522.54房间净面积110.32-0.36××40.688-0.244×22.988=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-(0.9×22.544灰土)3691-57打钎拍底m21.5×40.68+1.2×19.744机械挖土才才列此项84.71104-1基础砌筑m329.3+111.01-22.837.511-1(0.365××1.93+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(0.24×11.93+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0.365×66.4×40.688=95.003扣门窗(1.47×11.47×91.118×2.39)×0.3655=8.133扣过梁扣构造柱2×0.18××0.36×9+1.77×0.18×0.36×1=1.228842 题题给定扣圈梁0.36×0.18×(40.668-0.336×4-0.224×5)×2层=4.933构造柱占中心线线长度0.336×4+0.224×5=2.664m125-21构造柱m32.8+8.44211.22135-26C20圈梁m30.36×0.18×(40.668-0.336×4+0.224×5)×24.93145-27C25过梁m31.28 +00.41（外外+内）1.69内墙过梁1.7×0.118×0.24×2+1.55×0.18×0.24×4=0.441155-28C25板m37.07+9.5716.63首层(9.3-0.24)×7.8×0.1=77.07二层(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=95.667×0.03553.351712-2200厚加气混混凝土保温层层m3(10.8-00.24)(9.3-00.24)××0.2=995.67××0.219.1318 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)×4145.251913-983mmSBS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=900.16×0.19.02首层净面积(10.8-00.24)(9.3-00.24)-22.988×0.24=90.166直接用前面计算算结果221-7C10混凝土垫垫层60厚M390.16×00.065.4231-45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)-22.988×0.24=90.166加门洞口1.2×0.224×1+1.22×0.18×1+1×0.24×2=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)××2-0.224×3+(7.8-0.224)×2-0.224+(9.3-0.224)×4-0.224×2+(6.6-0.224)×2=83.76减门洞1.2×3+1×4=7.6加门侧0.26+0.28×3=1.11251-212散水43.02×00.625.81散水中心线长(10.8+00.54×2+9.33+0.544×2)×2-1.55=43.002算法2(梯形法法)(11.288+12.448)×0.6÷2+(9.78+100.98) ×0.6÷2×2-1.55×0.6=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1×0.25××6=1.552-107耐水腻子同2-6945.06282-109耐擦洗涂料90.16+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)+1.47××1.47×9=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0.13×(2.39-0.45)×2+1.118门侧+0.2×1.47×4×9=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42.12×00.9=377.91减台阶、门0.45×1.5+1.118×0.45=1.21加门侧0.13×0.45×2=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6.36×4+（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40.08×33=120.24扣门窗2C1+2M22=1.477×1.47×2+0.998×2.09×2=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1.47×1.47×2+0.998×(2.099-0.122)×2=8.118加门窗侧面 0.98+(2.099-0.122)×2×2×0.07+(1.477×3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1.18×2.39×3+0.998×2.09×4 16.665366-43单玻塑钢平开窗窗1.47×1.47×919.45376-113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m2110.32××2220.64首层（10.8+00.48）(9.3+0.48)=110.32二层同上21-1平整场地m2110.32××1.4154.4531-23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+7.8-4×0.99-2×0.9=117.941-1(1.5+0.3×2+0.559)×40.688×1.85=202.4452-2(1.2+0.3×2+0.559)×17.944×1.85=79.33345-1C10垫层m34.27+1.665.93内墙净长线(垫垫层)9.3+6.66+7.8-4×0.69-2×0.6=119.741-11.5×0.007×40.688=4.2772-21.2×0.007×19.744=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+7.8-4×0.59-2×0.5=220.341-11.3×0.15+(00.6+1.3)×0.15×0.5×40.688=13.7732-21×0.155+(0.66+1)×0.15×0.5×20.344=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+7.8-4×0.12-2×0.12=22.9881-1(0.365××1.48+0.015575)×40.688=22.6622-2(0.24×11.48+00.015775)×22.988=8.52271-14房心回填土m390.16×00.2522.54房间净面积110.32-0.36××40.688-0.244×22.988=90.116序号定额号项目名称单位计算试数量回填厚度0.45-0.04-0.06-0.1=0.22581-15余土运输m3281.78-225.449-(0.9×22.544灰土)3691-57打钎拍底m21.5×40.68+1.2×19.744机械挖土才才列此项84.71104-1基础砌筑m329.3+111.01-22.837.511-1(0.365××1.93+0.015575)×40.688=29.332-2(0.24×11.93+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0.365×66.4×40.688=95.003扣门窗(1.47×11.47×91.118×2.39)×0.3655=8.133扣过梁扣构造柱2×0.18××0.36×9+1.77×0.18×0.36×1=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m30.36×0.18×(40.668-0.336×4+0.224×5)×24.93145-27C25过梁m31.28 +00.41（外外+内）1.69内墙过梁1.7×0.118×0.24×2+1.55×0.18×0.24×4=0.441155-28C25板m37.07+9.5716.63首层(9.3-0.24)×7.8×0.1=77.07二层(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=95.667×0.03553.351712-2200厚加气混混凝土保温层层m3(10.8-00.24)(9.3-00.24)××0.2=995.67××0.219.13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) (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=900.16×0.19.02首层净面积(10.8-00.24)(9.3-00.24)-22.988×0.24=90.166直接用前面计算算结果221-7C10混凝土垫垫层60厚M390.16×00.065.4231-45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)-22.988×0.24=90.166序号定额号项目名称单位计算试数量加门洞口1.2×0.224×1+1.22×0.18×1+1×0.24×2=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)××2-0.224×3+(7.8-0.224)×2-0.224+(9.3-0.224)×4-0.224×2+(6.6-0.224)×2=83.76减门洞1.2×3+1×4=7.6加门侧0.26+0.28×3=1.11251-212散水43.02×00.625.81散水中心线长(10.8+00.54×2+9.33+0.544×2)×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1×0.25××6=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