上半年造價(jià)員考試試題及答案

1、.2011年上半年造價(jià)員考試試題答案整理人：郭衛(wèi)民2011年6月18日;試卷一工程量計(jì)算表序號(hào)定額編號(hào)項(xiàng)目名稱單位計(jì)算式工程量一、建筑面積及其相應(yīng)定額列項(xiàng)1建筑面積m2S=S1=(21.48-0.4)×14.28=21.08×14.28301.02215-1腳手架使用費(fèi)100m2A=301.02÷1003.01316-3大型垂直運(yùn)輸機(jī)械使用費(fèi)m2A=301.02301.02418-9工程水電費(fèi)m2A=301.02301.02二、土方工程51-1場(chǎng)地平整m2A=301.02×1.4421.4361-3人工挖基坑m3H=2.6-0.45=2.15>1.

2、5 放坡560.87VJ-1=(2.78+0.6) ×(2.78+0.6)+ (2.78+0.6+ 2.78+0.6) ×2×0.82 ×2.15×8=48.398×8=387.184VJ-2=(3.66+0.6) ×(2.78+0.6)+(3.66+0.6+2.78+0.6) ×2×0.82 ×2.15×3=57.896×3=173.688V=387.184+173.688=560.87271-4人工挖溝槽m3H=1.6-0.45=1.15<1.5 不放坡 L溝中=(

3、21-2.78×2-3.66-0.3×6)×2+(13.8-2.78×2-0.3×4) ×4=48.12V=(0.3+0.6) ×48.12×1.15=0.9×48.12×1.1549.8081-133:7灰土墊層m3V=(15+5.12) ×13.8 ×0.1=277.656×0.127.7791-14房心回填土m3V=277.656×(0.45-0.17)=277.656×0.2877.74101-7基礎(chǔ)回填土(夯填)m3560.87基挖+4

4、9.80溝挖-9.24墊砼 -42.56基砼-10.65地梁砼-15.97磚基-4.35柱527.91111-15余虧土運(yùn)輸m3610.67-527.91-77.74-0.9×27.77-19.97三、門窗工程AM1=2.38×2.39=5.688 AM2=1.78 ×2.39=4.254AC1=1.47×1.77=2.602 AC2=2.07×1.47=3.043 AC3=1.77×1.47=2.602126-63不銹鋼有框玻璃門m2A=5.688×1+4.254×19.94136-44塑鋼雙玻平開(kāi)窗m2A=2.

5、602×6+3.043×4+2.602×130.39146-113水泥砂漿后塞口m2A=9.949.94156-114填充劑后塞口m2A=30.3930.39四、混凝土工程166-2C15預(yù)拌砼獨(dú)立基礎(chǔ)墊層m3V=(2.78×2.78×8+3.66×2.78×3)×0.1=92.352×0.19.24176-8換C30預(yù)拌砼獨(dú)立基礎(chǔ)m3VJ-1=2.58×2.58×0.4+0.3/3×(0.58×0.58+2.58×2.58+20.58×0.58

6、×2.58×2.58)=3.511VJ-2=3.46×2.58×0.4+0.3/3×(1.46×0.58+3.46×2.58+21.46×0.58×3.46×2.58)=4.823V=3.511×8+4.823×342.56186-24C30預(yù)拌砼基礎(chǔ)梁m3L=(7.5-0.48) ×4+(5.12-0.48) ×2+(6.6-0.48) ×4+(7.2-0.48) ×4= (21-0.48×4-0.4) ×2+(1

7、3.8-0.48×2) ×4=88.72V=0.3×0.4×88.7210.65196-17C30預(yù)拌砼框架柱m3V=0.48×0.48×6.3×8+0.48×0.48×5.1×6其中：室外設(shè)計(jì)地坪以下V=0.48×0.48×(1.8-0.45) ×14=4.3518.66206-24C30預(yù)拌砼屋面框架梁m3高跨：V高=0.3×0.55×(13.8-0.96) ×2+0.4×0.6×(13.8-0.48)+0.3&

8、#215;0.5×(15-0.96) ×2=11.646低跨：V低=0.3×0.4×(13.8-0.96) ×2+0.3×0.4×(5.12-0.48) ×3=4.752V=11.646+4.75216.40216-29C30預(yù)拌砼屋面板m3V=(15-0.12-0.4) ×(13.8-0.12) ×0.12+(13.8-0.12-0.3) ×(5.12-0.12) ×0.1=198.086×0.12+66.9×0.130.46五、模板工程227-41有梁

9、板普通模板m2A=198.086+66.9264.99237-52板支撐高度3.6m以上每高增1mm2超高判斷：低跨H=0.45+3.3-0.1-3.6=0.05 按超高1m算 A=66.966.924(7-52) ×2板支撐高度3.6m以上每高增1m超高判斷：高跨H= 0.45+4.5-0.12-3.6=1.23 按超高2m算 A=198.09198.09六、砌筑工程254-22240mm厚KP1粘土空心磚框架間墻m3高跨：軸A=3.95×(13.8-0.48×2) ×2=101.436 軸A=4×(15-0.48×2) ×

10、;2=112.32低跨：A=2.9×(5.12×2-0.24×4+13.8×2-0.48×4)=101.384 V=(101.436+112.32+101.384) ×0.24=75.634扣：門窗V=(9.94+30.39) ×0.24=9.679 過(guò)梁V=0.18×(2.9+2.3+2.0×6+2.6×4+2.3) ×0.24=1.292V=75.634-9.679-1.292=64.66364.66264-24女兒墻m30.24×0.85×(15+13.8+0

11、.12×4) ×2+0.24×0.65×(5.12+13.8+0.12×4) ×2=11.946+6.05318274-1M5水泥砂漿砌筑紅機(jī)磚基礎(chǔ)m3室外設(shè)計(jì)地坪以下磚基礎(chǔ)： 0.24 ×0.75 ×88.72 =15.97室外設(shè)計(jì)地坪至±0.000磚基礎(chǔ)： 0.24 ×0.45 ×88.72=9.58225.55七、屋面工程屋面凈面積 A=(15+5.12)×13.8=277.66 屋面凈周長(zhǎng)L=(15+5.12) ×2+13.8×4=95.44281

12、2-35著色劑面層m2A=277.66+95.44×0.15291.982913-831.2mm三元乙丙橡膠防水卷材m2A=291.98291.983013-841.5mm三元乙丙橡膠防水卷材m2A=291.98291.983113-120厚水泥砂漿找平層m2A=291.98291.983213-3增厚5mm水泥砂漿找平層m2A=291.98291.983312-9200厚陶粒砼塊保溫層m3A=277.66×0.255.533412-19C15豆石砼找坡層m3A=277.66×0.0616.66八、樓地面工程營(yíng)業(yè)大廳凈面積A凈=15×13.8=207 營(yíng)

13、業(yè)大廳凈周長(zhǎng)L凈=(15+13.8) ×2=57.6351-1100厚3:7灰土墊層m3V=207 ×0.120.7361-950厚C10預(yù)拌砼墊層m3V=207×0.0510.35371-6620厚花崗石面層(600mm×600mm)m2A=207+0.12×2.4-0.24×0.48×4-0.24×0.24×4206.60381-174100mm花崗石踢腳mL=57.6+0.07×2+0.24×8-2.457.26391-212室外砼散水m2A=(21.48+0.8+14.28+0

14、.8) ×2-4.2-3.6 ×0.853.54九、天棚工程402-39單層吊掛式T型鋁合金龍骨m2同營(yíng)業(yè)大廳凈面積A=207207412-16嵌頂燈槽附加龍骨(1000mm ×250mm)個(gè)N=88422-76礦棉吸音板面層(600 mm×600mm)m2=A207-1×0.25×8105十、墻面工程433-59磨光花崗石干掛外墻裙(勾縫)m2L外=(21.48-0.4+14.28)×2=70.72 A墻裙=70.72×0.9=63.648 減：臺(tái)階A=(4.2+3.6+3+3.6+3+2.4) ×0.

15、15=2.97 門A=(2.38+1.78) ×0.45=1.872加：門側(cè)壁A=0.07×0.45×4=0.126A=63.648-2.97-1.872+0.126=58.9358.93443-98營(yíng)業(yè)大廳內(nèi)墻抹底灰m2L凈=57.6 A抹灰=57.6×(3.65+0.2)=221.76 減：門窗A=5.688+2.602×6+3.043×2=27.386加：柱側(cè)壁A=0.24×3.85×8=7.392A=221.76-27.386+7.392=201.77201.77453-104營(yíng)業(yè)大廳內(nèi)墻耐擦洗涂料m2A底

16、灰=201.77減：踢腳A=57.26×0.1=5.726加：門窗側(cè)壁A= 2.4×3+(1.5+1.8)×2×6+(2.1+1.5)×2×2×0.07=4.284 A=201.77-5.726+4.284-(57.6+0.24×8) ×0.2188.42463-24外墻抹底灰m2高跨L1=15.48×2+14.28=45.24 低跨L2=5.6×2+14.28=25.48 A抹=45.24×(0.45+5.35-0.9)+25.48×(0.45+3.95-0.9)

17、=310.856扣：門窗A=(2.38+1.78) ×(2.39-0.45)+30.39=38.460加：高跨高出部分墻A=14.28×(5.35-3.95)=19.992A=310.856-38.460+19.992=292.388292.39473-27外墻平壁型涂料m2A抹灰=292.388加：門窗側(cè)壁A=2.4+(2.4-0.45) ×2+1.8+(2.4-0.45) ×2+(1.5×2+1.8×2)×6+(2.1×2+1.5×2)×4+(1.8×2+1.5×2)&#

18、215;1×0.07=6.09 A=292.39+6.09298.48十一、變形縫489-46屋面鍍鋅鐵皮蓋面mL=13.8+0.4814.28試卷二工程量計(jì)算表序號(hào)定額編號(hào)項(xiàng)目名稱單位計(jì)算式工程量一、建筑面積及其相應(yīng)定額列項(xiàng)1建筑面積m2S=S1=30.48×6.48197.51215-1腳手架使用費(fèi)100m2A=197.51÷1001.98316-3大型垂直運(yùn)輸機(jī)械使用費(fèi)m2A=197.51197.51418-10工程水電費(fèi)m2A=197.51197.51二、土方與基礎(chǔ)工程51-1場(chǎng)地平整m2A=197.51×1.4276.5161-4人工挖溝槽m3

19、H=1.9-0.3=1.6>1.5 放坡 L溝中=(30.12+6.12)×2=72.48 L溝凈=12-0.84×4=8.64V=(1.2+0.6+0.59)×72.48+(1+0.6+0.59)×8.64×1.6307.4475-1C10砼基礎(chǔ)墊層(現(xiàn)場(chǎng)攪拌)m3V=1.2×72.48+1×(8.64+0.3×4)×0.1=(1.2×72.48+9.84)×0.19.6885-6C25砼帶形基礎(chǔ)(現(xiàn)場(chǎng)攪拌)m3下半部：V=1×72.48+0.8×(9.84

20、+0.4)×0.3=(72.48+10.24)×0.3=24.20 上半部：V=0.36×(72.48-0.36×12)+0.24×(12-0.48)×0.5=(0.36×68.16+0.24×11.52)×0.5= 13.65 V=24.20+13.65=37.8537.8594-1M5水泥砂漿砌筑紅機(jī)磚基礎(chǔ)m3室外設(shè)計(jì)地坪以下：V=(0.365×68.16+0.24×11.52)×(1-0.3)=19.35室外設(shè)計(jì)地坪以上：V=(0.365×68.16+0.24

21、×11.52)×0.3=8.29V=19.35+8.2927.64101-7基礎(chǔ)回填土m3室外設(shè)計(jì)地坪以下柱：V=0.36×0.36×(1.5-0.3)×12=1.87V=307.44-9.68-37.85-19.35-1.87238.69111-14房心回填土m3房間凈面積A=197.51-0.36×72.48-0.24×11.52=(30-0.12×6)×(6-0.24)= 168.653V=168.653×0.1118.55131-133:7灰土墊層m3V=168.653×0.1

22、16.87141-15余虧土運(yùn)輸m3V=307.44-238.69-18.55-0.9×16.8735.02三、門窗工程M1 A=1.48×2.39=3.537 M2 A=0.98×2.39=2.342 C1 A=1.77×1.77=3.133 156-10硬木帶亮自由門m2AM1=3.537×27.07166-2膠合板門m2AM2=2.342×12.34176-46塑鋼雙玻推拉窗m2AC1=3.133×825.06186-114填充劑后塞口m2A=7.07+2.34+25.06 其中：外墻含V=7.07+25.06=32.

23、13 內(nèi)墻含V=2.3434.47四、混凝土工程195-17C30砼柱(現(xiàn)場(chǎng)攪拌)m3V=0.36×0.36×(4+1.5)×128.55205-24C30砼梁 (現(xiàn)場(chǎng)攪拌)m3V=0.3×0.6×68.16+(6-0.24)×4=0.3×0.6×(68.16+23.04)16.42215-29C30砼板 (現(xiàn)場(chǎng)攪拌)m3V=(30-0.12-0.3×4)×(6-0.12)×0.12=28.68×5.88×0.12=168.638×0.1220.24225

24、-27C25砼過(guò)梁(現(xiàn)場(chǎng)攪拌)m3外墻含V=0.36×0.24×(2×2+2.3×8)=1.94 內(nèi)墻含V=0.24×0.24×1.5=0.09 V=1.94+0.09=2.032.03五、模板工程237-11矩形柱普通模板m2A=0.36×4×(4+1.5)×1295.04247-18柱支撐高度3.6m以上每增高1mm2A=0.36×4×(0.3+4-3.6)×1212.10257-41有梁板普通模板m2A=168.638168.64267-52板支撐高度3.6m以上每增高

25、1mm2判斷超高：H=0.3+4-0.12-3.6=0.58 按超高1m算 A=168.638168.64277-28矩形梁普通模板m2AKL1、KL3、KL4 =(0.6+0.3+0.48)×68.16=94.06 AKL2= (0.48×2+0.3)×23.04=29.03A=94.06+29.03123.09287-37梁支撐高度3.6m以上每增高1mm2判斷超高：H=0.3+4-0.6-3.6=0.1 按超高1m算 A=123.09123.09297-1基礎(chǔ)墊層模板m2A=(72.48+9.84)×2-1×4×0.1=160.

26、64×0.116.06307-2有梁式帶形基礎(chǔ)模板m2上半部A=(68.16+11.52)×2×0.5=79.68 下半部A=(72.48+10.24)×2-0.8×4×0.3=48.67 A=79.68+48.67128.35六、砌筑工程314-23360mm厚KP1粘土空心磚框架間墻m3V=(68.16×3.4-32.13)×0.365-1.9470.92324-22240mm厚KP1粘土空心磚框架間墻m3V=(5.76×2×3.4-2.34)×0.24-0.098.75334-2

27、4女兒墻m3V=0.24×0.6×(30.24+6.24)×210.51七、屋面工程女兒墻里皮包圍面積A=30×6=180 女兒墻里皮周長(zhǎng)L=(30+6)×2=723412-35著色劑面層m2A=180+72×0.3201.63513-994mmSBS改性瀝青防水卷材m2A=201.6201.63613-120厚水泥砂漿找平層m2A=201.6201.63712-1250厚漿鋪加氣砼屋面保溫層m3V=180×0.25453812-17平均70厚水泥焦渣找坡層m3V=180×0.0712.6八、樓地面工程第一營(yíng)業(yè)廳凈

28、面積A=11.76×5.76=67.74 第一營(yíng)業(yè)廳凈周長(zhǎng)L=(11.76+5.76) ×2=35.04391-1100厚3:7灰土墊層m3V=67.74 ×0.16.77401-750厚C10現(xiàn)澆砼墊層m3V=67.74×0.053.39411-63大理石面層(600mm×600mm)m2A=67.74+0.18×1.5+0.12×1=67.74+0.54+0.1268.13421-173大理石踢腳mL=35.04-1.5-1+0.13×2+0.07×232.94九、天棚工程432-43雙層T型鋁合金龍

29、骨(不上人型)m2A=67.7467.74442-16嵌頂燈槽附加龍骨(600mm ×600mm)個(gè)N=99452-76礦棉吸音板面層(600 mm×600mm)m2A=67.74-0.6 ×0.6×964.5十、墻面工程463-34砂漿粘貼金屬釉面磚墻裙(勾縫)m2L外=(30.48+6.48) ×2=73.92 A墻裙=73.92×0.9=66.528 減：門A=1.48×0.6×2=1.776 臺(tái)階A=3×0.3×2=1.8加：門側(cè)壁A=0.13×0.6×4=0.312

30、A=6.528-1.776-1.8+0.312=63.26463.26473-98第一營(yíng)業(yè)廳室內(nèi)墻面抹底灰m2L凈=(12+6-0.24×2) ×2=35.04 A內(nèi)墻=35.04×3.4=119.136 減：門窗A=3.537+2.342+3.133×3=15.278 A=119.136-15.278=103.86103.86483-106第一營(yíng)業(yè)廳內(nèi)墻高級(jí)乳膠漆面層m2A抹灰=103.86減：踢腳A=32.94×0.12=3.953 棚內(nèi)多加200mm A=35.04×0.2=7.008加：門窗側(cè)壁(2.4×2+1.5)

31、 ×0.13+(2.4×2+1) ×0.07+1.8×3×3×0.13=3.331A=103.86-3.953-7.008+3.33196.23493-24外墻抹底灰L外=(30.48+6.48)×2=73.92 A外墻=73.92×(4.6+0.3-0.9)=295.68 減：門窗A=1.48×(2.39-0.6)×2+3.133×8=30.362A=295.68-30.362=265.32265.32503-27外墻平壁型涂料A抹灰=265.32加：門窗側(cè)壁A=1.5×2

32、+(2.4-0.6) ×2×2+1.8×3×8 ×0.13=6.942 A=265.32+6.942=272.262272.26試卷三工程量計(jì)算表序號(hào)定額編號(hào)項(xiàng)目名稱單位計(jì)算式工程量一、建筑面積及其相應(yīng)定額列項(xiàng)1建筑面積m2S=S1=16.8×7.2120.96215-1腳手架使用費(fèi)100m2A=120.96÷1001.21316-3大型垂直運(yùn)輸機(jī)械使用費(fèi)m2A=120.96120.96418-10工程水電費(fèi)m2A=120.96120.96二、土方工程51-1場(chǎng)地平整m2A=120.96×1.4169.3461-3

33、人工挖基坑m3H=2.1-0.45=1.65>1.5 放坡 V= (2.2+0.6) ×(2.2+0.6)+2.8×4×0.48 ×1.65×8174.4571-4人工挖溝槽m3H=1.2-0.45=0.75<1.5 不放坡 L外溝=(16.2+6.6)×2-2.8×8=23.2 L內(nèi)溝=(6.6-1.4×2) ×2+(4.8-0.45×2)=11.5 V=(0.45+0.6)×23.2+(0.3+0.6)×11.5×0.7526.0381-7基礎(chǔ)回填土

34、(夯填)m3(1)獨(dú)立基礎(chǔ)墊層砼V=2.2 ×2.2×0.1×8=3.87164.41(2)獨(dú)立基礎(chǔ)砼V=(2×2+1.2×1.2) ×0.3×8=13.06(3)基礎(chǔ)梁砼V=0.45×0.6×(4.8-0.6) ×4+(6.6-0.6) ×4+0.3×0.6×(18-0.3×4-0.15×2)=0.45×0.6×40.8+0.3×0.6×16.5=13.99(4)室外設(shè)計(jì)地坪以下砼墻 V=(0.6-0.4

35、5) ×0.3×40.8=0.15×0.3×40.8=1.84(5)室外設(shè)計(jì)地坪以下砼柱 V=0.6×0.6×(1.4-0.45) ×8=2.74(6)室外設(shè)計(jì)地坪以下磚基礎(chǔ)V=(0.6-0.45) ×0.24×16.5=0.6V=3.87+13.06+13.99+1.84+2.74+0.6=36.1V基礎(chǔ)回填土=174.48+26.03-36.1=164.4191-14房心回填土m3室內(nèi)凈面積A=(16.2-0.24×2) ×6.6-(4.8-0.12×2) ×0

36、.24=102.66 回填厚度：H=0.45-0.184=0.266V房心回填土=102.66×0.26627.31三、門窗工程AM1=1.78×2.39=4.25 AM2=0.88×2.09=1.84 AC1=2.37×1.77=4.19 AC2=1.47×1.77=2.6106-8松木帶亮自由門m2A=4.25×14.25116-2膠合板門m2A=1.84×35.52126-43單玻塑鋼平開(kāi)窗m2A=4.19×3+2.6×422.97136-114填充劑后塞口m2A=4.25+5.52+22.9732

37、.74四、砌筑工程144-43240厚陶?？招钠鰤K框架間墻m3軸M2上過(guò)梁體積V=0.24×0.18×1.5×2=0.13V=(6.6-0.6) ×2×(3.9-0.5)-1.84×2 ×0.24-0.138.78154-38陶?？招钠鰤K內(nèi)墻m3V=(4.8-0.24) ×(3.9-0.12)-1.84 ×0.24-0.24×0.18×1.53.63五、混凝土工程175-17C30砼柱(現(xiàn)場(chǎng)攪拌)m3V=0.6×0.6×(1.4+3.9) ×815.261

38、85-24C30砼屋面框架梁(現(xiàn)場(chǎng)攪拌)m3V=0.3×0.5×(6.6-0.6) ×21.8195-29C30現(xiàn)澆砼樓板m3V=(16.2-0.3×2) ×6.6×0.12=102.96×0.1212.36六、模板工程207-41有梁板普通模板m2A=102.96102.96217-52板支撐高度3.6m以上每增高1mm2支撐超高H=0.45+3.9-0.12-3.6=0.63 按超高1m算102.96七、屋面工程女兒墻里皮包圍面積A=(16.8-0.15×2) ×(7.2-0.15×2)=1

39、13.85女兒墻里皮周長(zhǎng)L=(16.8-0.15×2 +7.2-0.15×2) ×2=46.82212-35著色劑面層m2A=113.85+46.8×0.25125.552313-99SBS改性瀝青防水卷材(4mm)m2A=125.55125.552413-120厚水泥砂漿找平層m2A=125.55125.552512-2200厚加氣混凝土保溫層(干鋪)m3V=113.85×0.222.772612-17平均35厚水泥焦渣找2%坡層m3V=113.85×0.0353.98八、樓地面工程271-1門廳地面100厚3:7灰土墊層m3V=(

40、4.8-0.24) ×(2.4-0.12) ×0.1=10.4×0.11.04281-7門廳地面50厚C10砼墊層m3V=10.4×0.050.52291-14門廳地面20厚1:3水泥砂漿找平層m2A=10.410.4301-49門廳地面砂漿粘貼地磚面層(400×400)m2A凈=10.4 加：門側(cè)壁A=0.15×1.8+0.12×0.9×3=0.594 減：柱側(cè)壁A=0.18×0.3×2=0.108 A=10.4+0.594-0.108=10.88610.89九、天棚工程房間凈面積A=(16.

41、2-0.48) ×6.6-0.24×(4.8-0.24)=102.658312-39T型鋁合金龍骨(單層吊掛式)m2A=102.658102.66322-16嵌頂燈槽附加龍骨個(gè)N=1212332-71裝飾石膏板面層(600×600)m2A=102.658-0.6×0.6×1298.34十、墻面工程343-34砂漿粘貼金屬釉面磚(勾縫)m2A=(16.8+7.2) ×2×0.6=28.8加：門側(cè)壁A=0.15×0.1×2=0.03減：門在外墻裙以下面積A=1.78×0.15=0.267 臺(tái)階A=0

42、.45×2.4=1.08A=28.8+0.03-0.267-1.08=27.48327.48353-98門廳內(nèi)墻抹底灰m2A=(4.8-0.24+2.4-0.12) ×2×(3.2+0.2)=46.512減：門A=4.25+5.52=9.77A=46.512-9.77=36.74236.74試卷四工程量計(jì)算表序號(hào)定額編號(hào)項(xiàng)目名稱單位計(jì)算式工程量一、建筑面積及其相應(yīng)定額列項(xiàng)1建筑面積m2S=S1=19.5×13.8269.1215-1腳手架使用費(fèi)100m2A=269.1÷1002.69316-3大型垂直運(yùn)輸機(jī)械使用費(fèi)m2A=269.1269.14

43、18-10工程水電費(fèi)m2A=269.1269.1二、土方工程51-1場(chǎng)地平整m2A=269.1×1.4376.7461-4人工挖溝槽m3H=2.0-0.45=1.55>1.5 放坡 L溝中=(18.9+0.24+13.2+0.24) ×2=65.16 L溝凈=(18.9-0.76×2)+(6.6-0.76-0.8)×4=37.54V=(1.16+0.6+0.59) ×65.16+(1.00+0.6+0.59) ×37.54 ×1.55=235.3386×1.55364.7771-57打釬拍底(假設(shè)機(jī)挖)m2L

44、墊中=65.16 L墊凈=37.54+0.6 ×5=40.54 A=65.16×1.16+40.54×1116.13三、門窗工程AM1 =1.78×2.39=4.254 AC1 =1.77×1.77=3.133 AC2 =1.47×1.77=2.60286-10硬木帶亮自由門m2A=4.254 ×2=8.5088.5196-44塑鋼雙玻平開(kāi)窗m2A=(3.133+2.602) ×8=45.8845.88106-113水泥砂漿后塞口m2A=8.518.51116-114填充劑后塞口m2A=45.8845.88四、混凝

45、土工程126-1C10預(yù)拌砼基礎(chǔ)墊層m3V=1.16×65.16+1.00×(37.54+0.3×10) ×0.1=116.13×0.111.61136-6換C30預(yù)拌砼基礎(chǔ)m3下部 V=0.96×0.3×65.16+0.8×0.3×(37.54+0.4×10)=28.736上部 V=0.36×0.4×(65.16-0.6×10)+0.25×0.4×(18.9-0.6×3+6.6×4-0.3×2×4)=12

46、.629A=28.736+12.629=41.36541.37146-17C30預(yù)拌砼框架柱m3V=0.6×0.6×6.4 ×1227.65156-24C30預(yù)拌砼屋面框架梁m3V=0.3×0.6×(18.9-0.6×3) ×3+(13.2-0.6×2) ×417.87166-29C30預(yù)拌砼屋面板m3(18.9-0.3×2) ×(13.2-0.3) ×0.14=236.07 ×0.1433.05五、模板工程177-41有梁板普通模板m2A=236.07236.07

47、18(7-52)×2板支撐高度3.6m以上每增高1mm2判斷超高：0.45+4.8-0.14-3.6=1.51 按超高2m算 A=236.07236.07六、砌筑工程194-23KP1粘土空心磚框架間墻360m3L=(19.5-0.6×4+13.8-0.6×3) ×2=58.2 H=4.8-0.6=4.2 V=58.2×4.2×0.365=89.221減：VGL=0.36×0.24×(1.8+0.5) ×2+(1.8+0.5) ×8+(1.5+0.5) ×8=3.37 VMC=0.36

48、5×(8.508+45.88)=19.852V=89.221-3.37-19.852=6666204-24女兒墻m30.24×0.8 ×(19.5-0.24 +13.8-0.24)×2=0.24 ×0.8 ×66.1212.60214-1M5水泥砂漿砌筑紅機(jī)磚基礎(chǔ)m3室外設(shè)計(jì)地坪以下磚基礎(chǔ)： 0.365 ×0.75 ×(65.16-0.6 ×10) =16.20室外設(shè)計(jì)地坪至±0.000磚基礎(chǔ)： 0.365 ×0.45 ×(65.16-0.6 ×10)=9.7225

49、.92七、屋面工程屋面凈面積A凈= (18.9+0.12) ×(13.2+0.12)=253.346屋面凈周長(zhǎng) L凈= (18.9+0.12+13.2 +0.12) ×2=64.682212-35著色劑面層m2A=253.346+64.68×0.3272.752313-994mmSBS改性瀝青防水卷材m2A=272.75272.752413-120厚水泥砂漿找平層m2A=272.75272.752512-1漿鋪加氣砼塊保溫層m3V=253.346×0.2563.342612-17平均70厚水泥焦渣2%找坡層m3V=253.346×0.0717.

50、73八、樓地面工程營(yíng)業(yè)大廳凈面積A凈=(18.9-0.12) ×(13.2-0.12) =245.642營(yíng)業(yè)大廳凈周長(zhǎng)L凈=(18.9-0.12+13.2-0.12) ×2=63.72271-1100厚3:7灰土墊層m3V=245.642×0.124.56281-950厚C10預(yù)拌砼墊層m3V=245.642×0.0512.28291-6340厚大理石面層(600×600)m2A凈=245.642加：伸入門部分A=0.18×1.8×2=0.648 減：柱側(cè)邊A=0.24×0.24×4+0.24×

51、0.6×6+0.6×0.6×2=1.814A=245.642+0.648-1.814=244.476244.48301-173120mm地磚踢腳mL凈=63.72 加：門側(cè)邊L=(0.36-0.1)÷2×4=0.52 柱側(cè)邊L=(0.6-0.36) ×12=2.88減：門寬L=1.8×2=3.6L=63.72+0.52+2.88-3.6=63.5263.52311-212室外砼散水m2L散中=(19.5+0.88+13.8+0.88) ×2=70.12 A散=(70.12-3.6×2) ×0.8

52、855.37九、天棚工程322-39T型鋁合金龍骨(單層吊掛式)m2A=245.642245.64332-16嵌頂燈槽附加龍骨(600mm ×600mm)個(gè)N=1212342-76礦棉吸音板面層(600 ×600)m2A=245.64-0.6 ×0.6 ×12241.32十、墻面工程353-34砂漿粘貼金屬釉面磚(勾縫)外墻裙m2A=(19.5+13.8) ×2×0.9=59.94加：門側(cè)壁A=0.45×0.13×4=0.234 減：臺(tái)階A=(3.6+3.0+2.4) ×0.15×2=2.7 墻

53、裙內(nèi)門A=1.78×0.45×2=1.602A = 59.94+0.234-2.7-1.602=55.87255.87363-98內(nèi)墻抹底灰m2L=63.72+0.24×2×6=66.6 A=66.6×4.2279.72 減：門窗A=8.51+45.88=54.39 A=279.72-54.39=225.33225.33373-106內(nèi)墻高級(jí)乳膠漆M2A=225.33加：門窗側(cè)壁A=(1.8+2.4×2)×2+(1.8+1.8×2)×8+ (1.5+1.8×2)×8×0.13

54、12.636減：踢腳A=0.12×63.52=7.622A=225.33+12.636-7.622-0.2×66.6=217.02217.02試卷五工程量計(jì)算表序號(hào)定額編號(hào)項(xiàng)目名稱單位計(jì)算式工程量一、建筑面積及其相應(yīng)定額列項(xiàng)1建筑面積m2S=(13.5+0.4) ×(14.2+0.4) ×2+4.85×1.5÷2=202.94×2+3.638409.52215-6腳手架使用費(fèi)100m2A=409.52÷1004.10316-5大型垂直運(yùn)輸機(jī)械使用費(fèi)m2A=409.52409.52418-10工程水電費(fèi)m2A=409

55、.52409.52二、門窗工程AM1=0.97×1.99=1.930 AM2=1.47×2.39=3.513 AM3=1.77×2.39=4.230AC1=1.77×1.47=2.602 AC2=1.17×1.47=1.720 AC3=1.17×0.97=1.13556-1纖維板門m2A=1.930×713.5166-63不銹鋼有框玻璃門m2A=3.513+4.2307.7476-46塑鋼雙玻推拉窗m2A=2.602×10+1.720×3+1.135×233.4581-113水泥砂漿后塞口m2A

56、=13.51+3.513+4.23021.2591-114填充劑后塞口m2A=33.4533.45三、屋面工程女兒墻內(nèi)包面積A=13.5×14.2=191.7 女兒墻里皮周長(zhǎng)：(13.5+14.2) ×2=55.41012-31漿鋪水泥磚m2A=191.7191.71113-831.2mm厚三元乙丙橡膠防水卷材m2A=191.7+55.4×0.25205.551213-841.5mm厚三元乙丙橡膠防水卷材m2A=205.55205.551313-120厚水泥砂漿找平層m2A=205.55205.551412-18水泥粉煤灰頁(yè)巖陶粒找坡層平均60mm厚m3V=191

57、.7×0.0611.501512-9陶粒砼塊干鋪200厚保溫層m3V=191.7×0.238.34四、樓地面工程營(yíng)業(yè)廳凈面積A=13.5×14.2-(2.7+0.05) ×(8-0.1)=169.98 營(yíng)業(yè)廳周長(zhǎng)L=(13.5+14.2) ×2=55.4161-52建筑膠水泥砂漿粘鋪地磚m2A凈=169.98加：伸入門部分A=1.8×0.1=0.18減：柱占面積A=0.2×0.2×3+0.4×0.4+0.2×0.4×3+0.2×0.3=0.58A=169.98+0.18-0.

58、58=169.58169.58171-1420厚水泥砂漿找平層m2A=169.98169.98181-9換C15預(yù)拌砼墊層m3V=169.98×0.058.50191-13:7灰土墊層m3V=169.98×0.117201-171地磚踢腳mL=55.4加：門柱側(cè)邊L=0.2×6+0.05×2=1.3 減：門寬L=1+1.8=2.8L=55.4+1.3-2.853.9211-212混凝土散水m2A=(13.5+0.4+0.9+14.2+0.4+0.9) ×2-2.7-4.88 ×0.947.72五、天棚工程2號(hào)辦公室凈面積A=(7.2-0.07) ×(6.2-0.07)=43.707222-8辦公室2