土木工程概預(yù)算課程設(shè)計

XX大學(xué)工程概預(yù)算課程設(shè)

計姓名：XXX學(xué)號:XXXXXXXXX班級:XXX學(xué)院:XXX學(xué)院指導(dǎo)教師:XXXXXXX年XX月XX日工程槪預(yù)算課程設(shè)計XXXXXX工程槪預(yù)算課程設(shè)計XXXXXX學(xué)院#7.600水泥砂漿踢腳線7.600水泥砂漿踢腳線「著色和面層一氯丁橡膠防水層1.5厚-上卷女兒墻300-水泥砂漿找平層-加氣混凝土塊保溫250厚-水泥焦渣2%找坡層最低30厚-現(xiàn)澆C25樓板110厚水泥砂挈踢腳線l35"豆石混凝土面層

-110卑現(xiàn)澆混凝土樓板3.300「衛(wèi)空丄：2三水泥砂漿抹血-50fflC10W^±^7毀晝3：乙炷蘭層0.750*0.000

0.750洞口現(xiàn)澆過梁的尺寸為：C1洞口過梁為360x240x2300;C2洞口過梁為360x240x2000;Ml洞口過梁為360x2400x2000；M2洞口過梁為240x180x1500；空洞洞口過梁為240x240x2900;MC洞口過梁為360x240x2300□樓地面做法如附圖10,樓梯抹水泥砂漿。室外墻面抹底灰，仿石涂料面層。室內(nèi)墻面抹底灰，耐擦洗涂料面層。天棚抹底灰（一遍），耐擦洗涂料面層。門窗油漆做法為一遍底兩遍調(diào)和漆。Z14/1206@250『^2/635001000II240J1000V\卜1工程槪預(yù)算課程設(shè)計XXXXXX工程槪預(yù)算課程設(shè)計XXXXXX學(xué)院工程槪預(yù)算課程設(shè)計XXXXXX工程槪預(yù)算課程設(shè)計XXXXXX學(xué)院11三、計算表工程量計算表工程名稱：某單位二層辦公樓編號項目名稱位置數(shù)量計算過程單位工程量①建筑面積1一層(8.1+0.24X2)X(2.28+0.24X2)=199.74nf2二層(8?1+0.24X2)X(2?28+0.24X2))+4.2X1.5X0.5=202.89nf總計199.74+202.89=402.63nf402.63②土方及基礎(chǔ)工程1平整場地按照外墻外邊線每邊各增加2m后，所闈成的水平面積計算(23?28+4)X(8.58+4)+2.5X4.5=354.44nf354.442挖溝槽按實挖體枳以立方米計算挖槽深度2.6-0.75=1.85m>l.2m,需要放坡，查表得m=0.5,工作面c二0.3m3m外墻墊層L中=(22.8+8.1)X2=61.80m內(nèi)墻墊層L凈二(8.1-0.59X2)X2+(6-0.59-1.1X0.5)X2+(13.5-1.1)=35.96m外墻溝槽斷面S外斷二(0.97+0.3X2+0.5X1.4)XI.4+(1.3+0.2)X0.45=3.853m2內(nèi)墻溝槽斷面S內(nèi)斷二(0.72+0.3X2+0.5X1.4)XI.4+(1.1+0.2)X0.45=3.413m"總計61.8X3.853+35.96X3.413=360.843m360.8433:7灰土墊層按墊層圖示尺寸以立方米計算3m0.45X1.3XL外二36.1533m0.45X1.1XL1*1=17.803m總計36.153+17.80=53.953m53.954磚基礎(chǔ)L外按磚基圖不尺寸以立方米計算(22.8+8.1)X2=61.80m

L內(nèi)(8.1-0.12X2)X2+(6-0.12X2)X2+(13.5-0?12X2)=40.50mS大0.126X6X0.0625X5=0.23625m"S外(0.23625一0?36+2?6-0?45-0?36)X0.37=0.89855nfS大0.126X5X0.0625X4=0.1575nfS內(nèi)(0.1575=0.24+2.6-0?45-0.24)X0.24=0.6159m"Y外S外XL外二54.278943mV內(nèi)S內(nèi)XL內(nèi)二23.0853m總計54.27894+23.085=77.363943m77.365溝槽回填土溝槽回填土二挖土體枳-設(shè)計室外地坪以卞埋設(shè)的墊層及基礎(chǔ)與圈梁挖土體積360.853m扣除部分53.953+77.364=131.3173m圈梁0.36X0.36X61.8+0.24X0.36X40.5=11.51總計360.85-131.317-11.51=218.023m218.026房心回填土房心回填土二房心面積X回填土設(shè)計厚度S房心(4.8-0.24)X(6-0.24)X2+(5?1-0?24)X(8.1-0.24)+(4.8+3.9+4.8-0.24)X(2.1-0.24)+(6-0.24)X(3.9-0.24)+(8.1-0.24)X(4.2-0.24)=167.61anfH0.75V167.61X0.75=125.713m125.71③門窗工程（含制安、塞口、玻璃、油漆,不計內(nèi)窗臺）C191.8X1.5X9=24.30m2C291.5X1.5X9=20.25m2

Ml11.5X2.4=3.60m2M221X2.4X8=19.20m2MC11.5X1.05+0.75X2.4=3.38m2一玻一紗普通窗24.3+20.25=44.55m244.55單層玻璃普通窗1.5X1.05=1.58m21.58半截玻璃門3.6+19.2+2.4X0.75=24.60m224.60門窗后賽口44.55+1.58+24.6=70.73m270.73一玻一紗窗油漆量44.55X1.36=60.59m260.59單層門油漆量1.0X(1.58+2.46)=26.18m226.18④混凝土工程1過梁3mC1洞1】過梁90.36X0.24X2.3X9=1.793mC2洞口過梁90.36X0.24X2.0X9=1.563mMl洞口過梁10.36X0.24X2.0X1=0.173mM2洞口過梁80.24X0.18X1.5X8=0.523mMC洞II過梁10.36X0.24X2.3=0.203m空洞過梁22.4X2.4X2.9X2=0.333m總計1.79+1.56+0.17+0.52+0.33+0.20=4.573m4.572圈梁外墻0.36X0.24X(61.8-10X0.24)X2二10.263m基礎(chǔ)0.36X0.36X61.8+0.24X0.36X40.5=11.513m圈梁合計10.26+11.51=21.773m21.773現(xiàn)澆樓梯按投影面積計3m21.08工程概預(yù)算課程設(shè)計XXXXXX工程概預(yù)算課程設(shè)計XXXXXX學(xué)院工程概預(yù)算課程設(shè)計XXXXXX工程概預(yù)算課程設(shè)計XXXXXX學(xué)院工程槪預(yù)算課程設(shè)計XXXXXX工程槪預(yù)算課程設(shè)計XXXXXX學(xué)院(6.0-0.24)X(3.9-0.24)=21.084現(xiàn)澆樓板板厚110mm0.11X(22.8X8.1X2-3.9X6)=38.053m3&055構(gòu)造柱Z140.24X0.36X(6.6+2.15-0.36)X4=2.423mZ28(0.36X0.24+0.03X0.24X3)X(6.6+2.15-0.36)X8=7.253mZ32(0.24X0.24+0.03X0.24X2)X(6.6+2.15-0.36)X2=1.213mZ48(0.24X0.24+0.06X0.24)X1X8=0.583mZ54(0.36X0.24+0.06X0.24)X1X4=0.373m總計2.42+7.25+1.21+0.58+0.37=11.833m11.83⑤墻體工程1365厚磚墻外墻(61.8X6.6-24.3-20.25-3.6-3?38)X0.36-1.79-1.56-0.17-0.20-10.26-2?42-7?25=104.64m3104.642240厚磚內(nèi)墻[40.5X(6.6-0.22)<9.2-12.96]X0.24-0.52-0.33-1.21=52.24m352.243240厚女兒墻61.8X1X0.24=14.83m314.83總工程量104.64+52.24+14.83=171.713m171.71⑥模板工程1樓板模板B122X[(5.1-0.24)X(8.1-0.24)+(5.1-0.24+8.1-0.24)X2X0.111=82.00anfB244X[(4.8-0.24)X(6.0-0.24)+(4.8-0.24+6.0-0.24)X2X0.111=114.14anfB322X[(4.2-0.24)X(8.1-0.24)+(4.2-0.24+8.1-0.24)X2X0.111=82.00anfB422X[(2.1-0.24)X(4.8X2+3.9-0.24)+(2.1-0.24+4.8X2+3.9-0?24)X2X0.111=55.98am"B51IX[(3.9-0.24)X(6.0-0.24)+(3.9-0.24+6.0-0.24)X2X0.111=23.15anf小計82.00+114.14+82.00+55.98+23.15=357.27m"357.272樓梯模板(6.0-0.24)X(3.9-0.24)=21.07nf21.07

3過梁模板nfC1洞1】過梁C1處99X(0.36X1.8+1.8X2X0.24)=13.61m"C2洞口過梁C2處99X(0.36X1.5+1.5X2X0.24)=11.34m"Ml洞口過梁Ml處10.36X1.5+1.5X2X0.24=1.26m"M2洞口過梁M2處88X(0.24X1.0+1.0X2X0.18)=4.8m"MC洞II過梁MC處10.36X1.8+1.8X2X0.24=1.51m"小計13.61+11.34+1.26+4.8+1.51=32.52m"32.524圈梁模板基礎(chǔ)6.18X0.36X2+40.5X0.36X2=73.66m"外墻(61.8-0.24X10)X0.24X2=28.51m"總計73.66+28.51=102.17m2102.175構(gòu)造柱模板Z144X(0.3+0.24)X2X(6.6+1.79)=36.24m"Z?88X(0.36+0.24)X2X(6.6+1.79)=80.54m"z322X(0.24+0.24)X2X(6.6+1.79)=16.11m2z.,80.24X4X1X8=7.68m"Zs4(0.36+0.24)X2X1X4=4.8m"小計36.24+80.54+16.11+7.68+4.8=145.37nf145.37總工程量總計357.27+21.08+32.52+102.17+145.37=658.41nf658.41⑦屋面工程（不計排水）1找坡層平均厚度70.5mm,22.8X8.1X0.0705=13.023m13.022保溫層22.8X8.1X0.25=46.173m46.173防水層22.8X8.1+61.8X0.3=203.22m"203.224找平層(8.1-0.24)X(22.8-0.24)=177.32m"177.325面層(8.1-0.24)X(22.8-0.24)=177.32m"177.32總工程量13.02+46.17+203.22+177.32+177.32=617.05m"617.05⑧樓地面工程（含墊層、面層、踢腳線、樓梯裝，不計欄桿扶手）1地面墊層S(22.8-0.24)X(8?1-0?24)-0?24><[8?1-0?24X2+(6-0.24)X2+(13.5-0.24)1=167.60m"

V167.60X0.15=25.143m25.142地面面層S(22.8-0.24)X(8?1-0?24)-0?24><[8?1-0?24X2+(6-0.24)X2+(13.5-0.24)1=167.60m"167.603樓面面層S(5.1-0.24)X(8.1-0.24)+(4.2-0.24)X(8.1-0.24)+(4.8-0.24)X(6-0.24)X2+(13.5-0.24)X(2.1-0.24)=146.52m"146.524樓梯抹水泥S(6-0.24)X(3.9-0.24)=21.0816m"21.085水泥砂漿踢腳線S[(5.1-0.24+8.1-0.24)X2+(4.2-0?24+8.1-0.24)X2+(4.8-0.24+6-0.24)X2X2+(13.5-0.24)X2+2X(2.1-0.24)-8-2.4]X2-0.75+0.24X26-1.5+(3.9-0.24+6-0.24)X2-2.4X2=238.43m"238.43⑨天棚工程（不計樓板底灰）1板底抹灰二樓(22.8-0.24)X(8?1-0?24)-0?24><[8?1-0?24X2+(6-0.24)X2+(13.5-0.24)1=167.60nf_樓167.60-(3.9-0.24)X(6-0.24)=146.52m2總計167.60+146.52=314.12m"314.122天棚面層裝修314.12（與板底抹灰量相等）314.12⑩墻面裝飾（不計陽臺、雨罩裝修）1內(nèi)墻面裝修抹底灰(5.1-0.24+8.1-0.24)X2+C4.2-0?24+8.1-0.24)X2+(4.8-0.24+6-0.24)X2X2+(13.5-0.24+2.1-0.24)X2+(3.9-0?24+6-0.24)X2二139.44m抹底層139.44X(3.3-0.11)X2-102.89=786.7372nf786.73面層139.44X(3.3-0.11)X2-102.89=786.7372nf786.732外墻面裝修m"外墻抹灰m"抹灰高度h7.6+0.75=8.35m外墻外邊L(23.28+8.58)X2=63.72m工程槪預(yù)算課程設(shè)計XXXXXX工程槪預(yù)算課程設(shè)計XXXXXX學(xué)院工程槪預(yù)算課程設(shè)計XXXXXX工程槪預(yù)算課程設(shè)計XXXXXX學(xué)院周長外墻門窗面積S洞1.5X1.8X9+0.75X2.4+1.5X1.05+1.5X1.5X9+1.5X2.4=51.53m"外墻抹灰總工程量hXL-=480.532m"480.53工程量清單表工程名稱：某單位二層辦公樓編號項目名稱單位工程量1建筑面積m‘402.632土方工程2.1平整場地m"354.432.2挖溝槽3m360.852.33:7灰土墊層3m53.952.4磚基礎(chǔ)3m77.362.5溝槽回填土3m218.022.6房心回填土3m125.713門窗工程3.1一玻一紗普通窗m"44.553.2單層玻璃普通窗m‘1.583.3半截玻璃門m‘24.63.4門窗后塞口m"70.733.5一玻一紗窗油漆量m"60.593.6單層門油漆量m‘26.184混凝土工程sm4.1C20過梁3m4.574.2C20圈梁3m21.774.3C25現(xiàn)澆樓梯3m21.084.4C25現(xiàn)澆樓板3m38.064.5C20構(gòu)造柱3mIL835戦工程

5.1樓板模板nf357.275.2樓梯模板m"2L085.3過梁模板m"32.525.4圈梁模板m2102.175.5構(gòu)造柱模板m"145.37合計3m658.416墻體工程6.1365厚磚墻外墻3m104.646.2240厚磚內(nèi)墻3m52.246.3240厚女兒墻3m14.83合計3m171.717屋面工程7.1找坡層3m13.027.2保溫層3m46.177.3防水層m"203.227.4找平層m"177.327.5面層m"177.32合計m"617.058樓地面工程8.1地面墊層3m25.148.2灰土墊層3m16.768.3混凝土墊層3m&388.4地面面層m"167.608.5樓面面層m"146.528.6樓梯抹水泥m"21.088.7水泥砂漿踢腳線m"238.439天棚工程9.1板底抹灰m"314.129.2天棚面層裝修m"314.1210墻面裝飾10.1內(nèi)墻面裝修抹底灰m"786.73面層m"786.7310.2外墻面裝修nf480.53建筑工程費計算：(單位：元)場地平整機械費：354.43/10X2.7=95.70挖溝槽人工挖土方費:360.85/10X50.16=1810.023:7灰土墊層:53.95/10X483.08=2606.22磚基礎(chǔ)：77.36/10X1389.81=10751.57房心回填土機械費：125.71/10X34.58=434.71溝槽回填土機械費：218.02/10X34.58二753.91一玻一砂普通窗(含窗框和窗扇制作和安裝):44.55/10X(304.74+72.32+329.03+160.67)=3861.41單層玻璃普通窗：1.58/10X(526.07+171.19+296.68+139.47)=179.08門窗后塞口：70.73/10X187.47=1325.98一玻一紗窗油漆費：60.59/10X91.91=556.88半截玻璃門:24.6/10X(540.58+87.62+619.76+82.6)=3273.18單層門油漆費：26.18/10X102.46二268.24C20過梁費:4.57/10X2132.18=974.41C20圈梁費:21.77/10X2067.41=4500.75C25現(xiàn)澆樓梯費:21.08/10X434.37=915.65C25現(xiàn)澆樓板費:38.06/10X1942.01=7391.29C20構(gòu)造柱費：11.83/10X2064.85二2442.12粘土空心磚：240厚磚內(nèi)墻費：52.24/10X2011.77=10509.50365厚磚墻外墻費：104.64/10X1977.09=20688.27240厚女兒墻費：14.83/10X1865.44二2766.45屋面保溫層費：46.17/10X935.26=4318.10屋面找平層費：177.32/10X55.01二968.27屋面防水層費:203.22/10X415.25=8438.71屋面面層費：177.32/10X136.53二2427.88墊層費：(167.60+25.14+8.38)/10X483.08=9715.71地面面層費：167.60/10X68.82二1153.42樓面面層費：146.52/10X107.96二1579.56水泥砂漿踢腳線費:238.43/10X16.35=389.83樓梯抹水泥費:21.08/10X293.8=623.35抹灰費：314.12X2/10X69.9二4359.35內(nèi)墻面裝修抹底層費：786.73/10X71.98=5662.89抹面層費（抹灰面刷石灰油漿，光面）：786.73/10X6.98二549.14外墻面裝修：480.53/10X（71.98+67.72）二6713.00外腳手架：［(23