土建建筑工程造價(jià)課程的設(shè)計(jì)(完整版)

1、、工程概況3.6建筑面積95.96怦，單層框架結(jié)構(gòu)，其中墻體均為240mm厚，耐久等級為三級，耐火等級為三級，建筑物抗震等級為二級。該建筑物平面為一字型，總高為米，總長13.2米，室內(nèi)外高差 30cm。二、取費(fèi)標(biāo)準(zhǔn)本工程屬于三類工程三、編制依據(jù)1本次預(yù)算依據(jù)某住宅樓一層平面圖，基礎(chǔ)平面圖、A-A剖面圖、及各部位詳圖編制。2、本工程執(zhí)行 GB505500-2008建設(shè)工程工程量清單計(jì)價(jià)規(guī)范、陜西省建筑工程工程量清單計(jì)價(jià)規(guī)則。四、有關(guān)計(jì)算說明m5水泥砂漿。1基礎(chǔ)：墊層采用三七灰土，磚基礎(chǔ)及室內(nèi)地坪以下墻體采用機(jī)制粘土實(shí)心磚,2、室內(nèi)地坪以上采用 mu紅基磚，m5混合砂漿。3、所有鋼筋砼構(gòu)件均采用

2、C20混凝土。4、YKB均為成品安裝，上人孔是預(yù)制。5、本預(yù)算中量小價(jià)低的工程與定額相差不予調(diào)整五，工程造價(jià)總價(jià):單價(jià):預(yù)（搗）制砼構(gòu)件統(tǒng)計(jì)計(jì)算表項(xiàng)目強(qiáng) 度 等 級構(gòu)件數(shù)量分層計(jì)算（根、塊）構(gòu)件單 位體積（m3）構(gòu)件合 計(jì)體積（m3）鋼筋預(yù)算用量（kg）板頭（m3）-一-二二三四合計(jì)*10內(nèi)*20內(nèi)*20外370240120Y KB275166120.0981.17635.18Y KB276188160.1171.87260.32Y KB3051660.1090.65419.54Y KB305214140.1091.52645.58Y KB3061881.1309.0433.34Y KB306

3、212121.13013.5650.02Y KB3361880.1431.14440.90Y KB3362812200.1432.86102.26Y KB335266120.1201.4449.08Y KB2662990.1171.05333.93Y KB3961880.1691.35264.75Y KB395110100.1421.4267.87Y KB3962880.1691.35279.24Y KB395210100.1421.4285.98PB2152880.0800.6441.81PB1552148220.0430.94682.30PB1562660.0520.31223.38門窗（

4、洞口）工稈量統(tǒng)計(jì)計(jì)算表門窗編 洞口尺寸 框外圍斷面玻璃洞口面積（m2）框外圍號（寬X高）尺寸（寬X高）框/扇(cm2)(mm)370240120370240120面積(m2)無亮夾板木門M-1900*2100880*209041.891.84無亮夾板木門M-2900*2100880*2090121.891.84無亮夾板木門M-3700*2100680*209041.471.42無亮夾板木門M-4800*2100780*209041.681.63有亮鋁合金平開門M-5900*2600880*259082.342.28無亮雙扇推拉窗C-11500*15001480*1490512.252.19有亮

5、雙扇推拉窗C-21800*17001780*16905123.062.99有亮雙扇推拉窗C-31500*17001480*1690542.252.48有亮雙扇推拉窗C-4900*1700880*1690581.531.48有亮雙扇推拉窗C-2A1200*17001180*1690542.041.82建筑工程預(yù)算表圖號分部分項(xiàng)工程名稱 單位計(jì) 算 公 式 及 說 明人工場地平整rf193.200(20.6+0.24) * ( 8.1+0.24) + (1.62-0.12) * (3.3+0.12 ) *2+6.12*1.5=193.2機(jī)械挖土方m3262.983(8.1 + 1.4)*(20.6

6、+1.2)*1.05+45.528=262.9833:7灰土墊層m345.52842.8*0.48+69.4*0.36=45.528磚基礎(chǔ)（m5.0水泥砂漿砌筑）m365.8600.11271*23.1+0.5265* (54.76+65.4)=65.86人工挖溝槽m34.16718.94*(0.48+0.4)*0.25=4.167基礎(chǔ)回填土m3176.942217.455+4.167-42.95-2.135=196.942房心填土m3102.30075.6045+13.272.+11.794+1.717=102.3挖掘機(jī)挖土自卸汽車運(yùn)土m312.095102.3+176.942-262.98

7、-4.167=12.0951 : 2.5水泥砂漿散水抹灰rf46.440(20.6+8.1+0.48)*2+0.5*8-(3.3+0.24)*2-6.24-2.6=46.44地圈梁模板rf58.2530.24*2* (54.76+65.4+0.6*2 ) =58.2528地圈梁C20混凝土m36.9900.24*0.24*(54.76+65.4+0.6*2 ) =6.99防滑坡道C15混凝土m30.0202.05*0.01=0.02300厚3:7灰土墊層m30.0602.05*0.03=0.0620厚1:2坡道抹灰rf2.050(2.6-1.1+2.6)*1*0.5=2.05臺階混凝土（模板）

8、rf1.512(1.2-0.12)*0.3*4+0.2*1.08=1.512廚衛(wèi)地面抹灰rf40.00019.9584*2=40一般房間地面C10混凝土墊層m38.6670.06*(164.4066-19.9584)=8.667廚衛(wèi)C10混凝土墊層m31.20020*0.06=1.2建筑工程預(yù)算表圖號分部分項(xiàng)工程名稱單位數(shù)量計(jì) 算 公 式及 說明廚衛(wèi)c20混凝土找坡層m31.6002*13.272*0.06=1.660厚C15散水墊層m32.78646.44*0.06=2.78660厚中砂墊層m32.75646.44*0.06=2.786零星砌體m363.9703.88+0.144+59.59

9、8+0.1728*2=63.9720厚1:2樓地面抹灰rf367.220164.45+18.72+12.89-1.296+159.18+13.272=367.2260厚C10樓面混凝土墊層m38.6670.06*(164.4066-19.9584)=8.667廚衛(wèi)60厚C10砼墊層m31.20020*0.06=1.2構(gòu)造柱模板rf55.0622.93*9+2.61*2+5.868*4=55.062構(gòu)造柱C20砼體積m39.3009*0.645+2*0.574+4*0.587=9.3C20圈梁砼體積m310.0400.24*0.24*(120.16-34.4+2.1+0.42)+(120.16-

10、34.4 ) *0.24*0.24=10.04圈梁模板rf84.2504*0.24*87.76=84.25過梁砼體積m31.9800.24*0.24* (18.2+16.2) =1.98過梁模板rf10.740(18.2+16.2) *0.24*0.24*3-0.5*0.24*3*2=10.74樓梯模板rf11.210(5.7-1.15) * (2.6-0.24) +0.2* (2.16+0.2) =11.21樓梯C20混凝土體積m311.210(5.7-1.15) * (2.6-0.24) +0.2* (2.16+0.2) =11.21預(yù)制板砼體積m321.06521.065預(yù)制板鋼筋用量k

11、g893.226893.226C20細(xì)石混凝土勾縫體積m36.2502.7+3.55=6.25建筑工程預(yù)算表圖號分部分項(xiàng)工程名稱單位數(shù)量計(jì) 算 公 式 及 說 明c20現(xiàn)澆混凝土板m32.7260.326+2.4=2.726現(xiàn)澆板模板rf27.7142.714+20=27.714C20挑梁與邊梁砼m34.2800.263+*7+0.234*7+0.799=4.280挑梁與邊梁模板rf48.4562.46*7+2.94*7+10.656=48.456鋼筋10以內(nèi)t1.309詳細(xì)計(jì)算過程見計(jì)算草稿鋼筋20以內(nèi)t3.378詳細(xì)計(jì)算過程見草稿木窗框制作m134.4005.6* (4+12+4+4 )

12、=143.4門扇制作rf37.6801.57* (4+12+8) =37.68小五金個(gè)合頁48個(gè)，插銷24個(gè)，拉手24個(gè)，鎖24個(gè)，螺絲n個(gè)門窗刷漆rf75.36037.68*2=75.35690系列鋁合金門窗（有亮）rf65.60012* (1.8-0.02) * ( 1.7-0.02)+4* (1.5-0.02) * (1.7-0.02) +8* (0.9-0.02) * (1.7-0.02) +4* (1.2-0.02) * (1.7-0.02) =65.690系列鋁合金門窗（無亮）rf2.190(1.5-0.02) * (1.5-0.02) =2.190m5混合砂漿砌磚墻m3132.9

13、90184.86-31.47-1.98-10.04-4.1-4.28=132.990 6拉結(jié)筋m1203.20080*2.48+314*3.2=1203.2外墻抹灰rf356.680450.126- (131.13-37.68)=356.685厚1:0.5:3石灰砂漿內(nèi)墻面抹灰rf996.0501057.6-61.64=996.05015厚1 : 1:6水泥石灰砂漿內(nèi) 墻面抹灰rf996.0501057.6-61.64=996.0505厚1:2水泥砂漿廚衛(wèi)抹灰rf61.64019.9584*(6-0.24)-0.7*2.1*2-0.9*2.6*2-0.9*1.7*4+(0.7*2+0.8*2+

14、0.9*2+0.9*4) *0.24=61.6415厚1 : 3水泥砂漿廚衛(wèi)抹灰rf61.64019.9584*(6-0.24)-0.7*2.1*2-0.9*2.6*2-0.9*1.7*4+(0.7*2+0.8*2+0.9*2+0.9*4) *0.24=61.645厚1:2水泥砂漿頂棚抹灰rf355.490172.39+183.1=355.49建筑工程預(yù)算表圖號分部分項(xiàng)工程名稱單位數(shù)量計(jì) 算 公 式及 說明7厚1:3水泥砂漿頂棚抹灰rf355.490172.39+183.1=355.49防磁涂料rf355.490172.39+183.1=355.49踢腳線m347.3602* (54.76+6

15、5.4*2-24*0.24 ) -0.9*4-0.9*12-0.7*4-0.8*4-0.9*8+0.24*2*32=347.36加氣混凝土砌塊m324.000(8.1-0.24) * (20.6-0.24) *0.15=24水泥加氣混凝土碎渣m39.770(8.1-0.24) * (20.6-0.24) *0.02=9.771: 2水泥砂漿抹灰rf160.000(8.1-0.24) * (20.6-0.24) =160防水卷材rf190.960(20.6+0.42*2 ) * ( 8.1+0.42*2 ) -0.42*0.42*4=190.96架空隔熱層rf160.000(8.1-0.24)

16、* (20.6-0.24) =160板材砼體積C20m35.0420.0084*600=5.0421板材模板rf174.9300.292*600=174.930C20細(xì)石混凝土勾縫m30.55815.94*0.035=0.558樓梯扶手m8.5663*1.18+0.3+ (30*0.8) *1.18+0.8+0.25+1.08=8.566欄桿m8.5663*1.18+0.3+ (30*0.8) *1.18+0.8+0.25+1.08=8.566彎頭個(gè)4.000欄桿刷漆t(yī) (10m)1.576同欄桿運(yùn)輸量c20砼女兒墻壓頂m31.10257.4+0.32*(0.05+0.07 ) /2=1.10

17、2C20砼陽臺壓頂m30.55423.1*0.06* ( 0.24-0.04) *2=0.5544普通腰線抹灰rf50.5204.32+23.1*1.14*2=50.52廚衛(wèi)裝修構(gòu)件個(gè)洗池4個(gè)，灶臺4個(gè)，座便器4個(gè)，小便器4個(gè)，浴池4個(gè)屋面排水系統(tǒng)構(gòu)件個(gè)pvc雨水口4個(gè)，pvc雨水斗4個(gè)，0 100pvc雨水管4*6，卡子-30*20 , 12個(gè)，鍍鋅鐵皮泛水建筑工程預(yù)算表圖號分部分項(xiàng)工程名稱單位數(shù)量計(jì) 算公式 及 說明樓梯欄桿型鋼-30*4m31.2403*1.15*2*2+(18+4)*(1-0.18-0.15)+1.35*2=31.240 8圓鋼m24.000(19+4)*1+1=240

18、 60鋼管扶手m8.4000.15+3*2*1.15+1.35=8.4外墻白色干粘石裝飾rf368.528(6.9+0.25)*(57.4+4*0.24)-88.29+1.5*0.9*2=368.528內(nèi)墻腳手架rf402.68058.35*6.9402.68=402.68外墻腳手架185.04065.52*6=185.04塑料落水斗個(gè)4.000塑料落水口個(gè)4.000塑料落水管m26.5m4* (6-0.36+0.75) =26.5陽臺upvc50個(gè)15.000預(yù)制空心板運(yùn)輸安裝m321.360同預(yù)制板砼工程量架空隔熱板運(yùn)輸m35.715同隔熱板砼工程量門窗運(yùn)輸rf42.840見門窗統(tǒng)計(jì)表金屬

19、欄桿運(yùn)輸t15.800鐵件運(yùn)輸t0.020同鐵件安裝工程量預(yù)制空心板安裝m321.360見預(yù)制構(gòu)件統(tǒng)計(jì)表固定基礎(chǔ)及塔吊臺1.000垂直運(yùn)輸6.0米rf367.600s=2*建筑面積費(fèi)用項(xiàng)目建筑面積95.96 rf工程直接，措施性成本：270536計(jì)費(fèi)基數(shù)91381.34現(xiàn)場管理費(fèi)0.087310.51企業(yè)管理費(fèi)0.1110051.95財(cái)務(wù)費(fèi)用0.01913.81職工養(yǎng)老失業(yè)保險(xiǎn)費(fèi)0.076396.69職工基本醫(yī)療保險(xiǎn)費(fèi)0.021827.63利潤0.0151370.72合計(jì)0.4440207.79規(guī)費(fèi)（1+8） *0.0022796.22稅金（1+8+9） *0.032410093.90總造價(jià)：

20、1+8+9+10321632.20單位造價(jià)：874.95備注：本工程為三類工程按三類工程取費(fèi)工程量基礎(chǔ)表定額編號分部分項(xiàng)工程名稱單位數(shù)量基價(jià)（元）其中：（元）合價(jià)（元）其中：（元）人工費(fèi)材料費(fèi)機(jī)械費(fèi)人工費(fèi)材料費(fèi)機(jī)械費(fèi)-一-基礎(chǔ)土石方A1-42人工場地平整100就1.932'91.2091.200.000.00176176.200.000.00A1-115機(jī)械挖土方1000m30.2633410.501552.500.001858.00897408.310.00488.65B1-23:7灰土墊層10m34.553497.86222*1.2219.0510.34*1.222671212.8

21、7997.3359.49A3-1磚基礎(chǔ)（m5.0水泥砂漿砌筑）10m36.5861720.47438.401288.8129.26113312887.308488.10192.71A1-15人工挖溝槽100m30.0421623.331619.100.004.236867.470.000.18A1-44基礎(chǔ)回填土100m31.7691038.03850.500.00187.5318361504.530.00331.74B1-1房心填土10m310.230158.33129.006.0623.2716201319.6761.99238.05A1-118挖掘機(jī)挖土自卸汽車運(yùn)土運(yùn)距10km1000m

22、30.01211861.041617.3036.3610207.3814219.410.44122.49A4-591: 2.5水泥砂漿散水抹灰100 rf0.4644364.922333.601943.3084.0220271083.72902.4739.02A4-216地圈梁c20混凝土10m30.6992387.65932.801400.4554.401669652.03978.9138.03B1-24防滑坡道c15混凝土10m30.0021692.84386.401 1249.5556.9030.772.500.11B1-2300厚3:7灰土墊層10m30.000497.86266.40

23、219.0512.4100.00-二二砌筑工程A3-1m5.0水泥砂漿砌磚基礎(chǔ)10m36.5861720.47438.401288.8129.26113312887.308488.10192.71A3-3磚砌內(nèi)外墻10m313.2991909.94559.201282.2328.51254007436.8017052.38379.15A3-28零星砌體10m36.3972163.11828.001308.8526.26138375296.728372.71167.99二現(xiàn)澆混凝土構(gòu)件JA4-16構(gòu)造柱c2010m30.9302489.88999.601400.9389.352316929.63

24、1302.8683.10A4-21現(xiàn)澆鋼筋混凝土圈梁 c2010m31.0042387.65932.801400.4554.402397936.531406.0554.62A4-22現(xiàn)澆鋼筋混凝土過梁 c2010m30.1982533.241010.401434.2086.64502200.06283.9717.15A4-33現(xiàn)澆混您土平板c2010m30.2732079.26532.201466.0390.03567145.08399.6424.54A4-35預(yù)制板間補(bǔ)現(xiàn)澆縫c2010m30.6252410.16610.801439.3090.031506381.75899.5656.27A

25、4-45現(xiàn)澆整體樓梯c2010m31.121612.69203.60371.9837.11687228.24416.9941.60A4-62現(xiàn)澆臺階c20100 rf0.0155367.952690.802533.08144.078140.6838.302.18A4-65欄板女兒墻壓頂10 rf0.1102269.78554.001 1450.63265.1525061.05159.86129.22定額編分部分項(xiàng)工程名稱單位數(shù)量基價(jià)其中：（元）合價(jià)其中:（元）號（元）人工費(fèi)材料費(fèi)機(jī)械費(fèi)（元）人工費(fèi)材料費(fèi)機(jī)械費(fèi)A4-86預(yù)制平板10n32.1072495.32595.601645.08254.6

26、452561254.633465.36536.40四鋼筋工程A4-329現(xiàn)澆$ 10以內(nèi)t1.3095637.56522.805074.0440.727380684.356641.9253.30A4-330現(xiàn)澆$ 20以內(nèi)t3.3785542.66310.005114.00118.66187231047.1817275.09400.83A4-333預(yù)制平板鋼筋t0.2375521.27293.605113.69113.98130969.581211.9427.01五模板工程A12-29地圈梁模板100 rf0.5832518.601220.001999.293855.911467710.691

27、164.652246.18A12-22構(gòu)造柱模板100 rf0.5513055.391386.001468.94200.451682763.16808.83110.37A12-29圈梁模板100 rf0.8432518.601220.001999.293855.9121221027.851684.403248.60A12-31過梁模板100 rf0.1075186.161981.603024.69179.87557212.82324.8519.32A12-45現(xiàn)澆板模板100 rf0.2772598.181041.201321.74235.24720288.56366.3165.19A12-4

28、7預(yù)制板間混凝土填縫模板100 rf0.2196185.71891.205131.26163.251355195.171123.7535.75A12-52整體樓梯模板10 tf1.1211107.20359.60715.4232.181241403.11801.9936.07A12-66壓頂模板10 tf0.1412976.541760.401158.4157.73419247.86163.108.13A12-61臺階模板10 tf0.151224.8787.20133.064.613413.1820.120.70、.六門窗工程B4-202鋁合金雙扇無亮推拉窗100 tf0.02240147.

29、813685.2036196.66265.9587980.71792.715.82B4-203鋁合金雙扇有亮推拉窗100 tf0.65638715.893648.4034848.57218.92253982393.3522860.66143.61B4-1膠合板木門窗制作100 tf0.3779336.651166.07900.09269.963518439.352976.75101.72B4-51普通木門框制作100m1.3442043.86100.401915.4328.012747134.942574.3437.65B4-58普通木門框安裝100m1.344461.32234.80225.

30、830.69620315.57303.520.93七樓地面工程B1-24換60厚c10砼墊層10n30.9871692.85386.401249.5556.901670381.261232.9356.14定額編號分部分項(xiàng)工程名稱單位數(shù)量基價(jià)（元）其中：（元）合價(jià)（元）其中：（元）人工費(fèi)材料費(fèi)機(jī)械費(fèi)人工費(fèi)材料費(fèi)機(jī)械費(fèi)B1-2760厚廚衛(wèi)砼找平層100 tf0.016623.00306.40297.8418.76104.904.770.30B1-3620厚樓地面抹灰100 tf3.672948.47553.60376.1118.7634832032.931381.1568.89八屋面工程A8-21

31、6保溫層10m33.3771269.90147.901122.000.004288499.463788.990.00B1-291:2.5水泥砂漿找平層100 tf2.662669.02314.00331.0124.011781835.77881.0563.91A7-116瀝青卷材防水屋面100 tf1.9103001.61304.402697.610.005732581.285151.360.00A8-230架空隔熱層100 tf1.600871.65690.40176.754.5013951104.64282.807.20九油漆工程B5-5單層木門調(diào)和漆兩遍100 tf0.3771503.3

32、4746.55756.790.00566281.30285.160.00B5-228樓梯欄桿刷漆t(yī)1.576169.9784.6085.370.00268133.33134.540.00普通木門小五金費(fèi)用樘24.0005.950.005.950.001430.00142.800.00鋁合金平開門樘8.00020.720.0020.720.001660.00165.760.00鋁合金雙扇推拉窗樘29.00051.800.0051.800.0015020.001502.200.00十樓地面工程B1-30 換20厚1:2.5水泥砂漿找平層100 tf2.6622743.261142.001509.7

33、591.5173023039.664018.50243.57B1-32 換60厚c20細(xì)石砼找平層100 tf0.0871628.23650.00927.2351.0014156.3480.364.42B1-38 換1； 2水泥砂漿面層100 tf3.672376.20284.8086.894.5013811045.84319.0816.52B1-194水泥砂漿踢腳線100 tf0.5531741.421131.6403.5626.26963625.89223.2114.52B1-233水泥砂漿樓梯面層100 tf0.1873012.262407.2571.3033.76563450.1510

34、6.836.31B1-295樓梯鐵花欄桿10m0.857760.60171.45524.5864.57652146.86449.3655.31B1-312 換樓梯鋼管扶手6010m0.857324.3744.10258.8421.4327837.78221.7218.36B1-325 換彎手60圓鋼管10個(gè)4.000457.2281.00166.78209.441829324.00667.12837.76定額編號分部分項(xiàng)工程名稱單位數(shù)量基價(jià)（元）其中：（元）合價(jià)（元）其中：（元）人工費(fèi)材料費(fèi)機(jī)械費(fèi)人工費(fèi)材料費(fèi)機(jī)械費(fèi)十一墻柱面工程B2-9水泥砂漿內(nèi)墻面抹灰100 tf9.9611045.5568

35、4.80338.2422.51104146820.953369.04224.21B2-19混合砂漿內(nèi)墻面抹灰100 tf9.9611012.82733.20254.1125.51100887303.042531.06254.09B2-33外墻面干粘石100 tf3.6851752.831258.80472.2721.7664604639.031740.4580.19B2-103普通腰線抹灰干粘石100 tf0.5054253.463704.00527.7021.7621491871.26266.5910.99十二腳手架工程A11-72混合結(jié)構(gòu)9m內(nèi)外墻100 tf4.027742.86292.00363.7387.1329911175.831464.67350.86A11-82混合結(jié)構(gòu)3.6m內(nèi)外墻100 tf3.931185.04133.6043.148.30727525.21169.5932.63十三防