PresupuestoPRESUPUESTO DE OBRAUNIVERSIDAD DISTRITAL FRANCISCO JOS DE CALDASOBRA: EDIFICIO MALBECFACULTAD TECNOLGICA EJECUTANTE: GRUPO COPEFTECNOLOGA EN CONSTRUCCIONES CIVILESFECHA: 9/06/2014ITEMDESCRIPCINUNDCANTIDADVR UNITARIOVR PARCIAL1 - PRELIMINARES

1,1Descapote de 0,2mm8371,2Localizacin y replanteom6101,3Cerramiento (h=1,8m)m115.81,4Campamento (64m)UN1

2. MOVIMIENTO DE TIERRA

2,1Excavacionesm2,1,1Para stanom14032,1,2Para asensorm4.0482,1,3Para tanque de aguam19.1744

3. CIMIENTOS

3,1Cimientos3,1,1Concreto para vigas (4000 psi)m79.563,1,2Recebo compactado (segn estudio de suelos)m26.84883,1,3Placa aligeradam430.55957373,1,4Mallas3,1,4,1SuperiorKg10753,1,4,2InferiorKg27563,1,4,3Maciza Kg1373,1,5Acero de refuerzoKg247203.1.6Losa de contrapisom55.9353.1.7Concreto del tanque del agua (3500 psi)m16.9453.1.8Concreto del ascensor (4000 psi)m1,5843.1.9Concreto pobrem586.37549933.1.10Pilotesm1232.4

MemoriasMEDIDAS DE CANTIDAD DE OBRAUNIVERSIDAD DISTRITAL FRANCISCO JOS DE CALDASOBRA: EDIFICIO MALBECFACULTAD TECNOLGICAEJECUTANTE:TECNOLOGA EN CONSTRUCCIONES CIVILESFECHA: 9/06/201412341 - PRELIMINARES

1,1 - DESCAPOTE30*27,9(A-F#)(1#-5)837m

1,2 - Localizacin y replanteo25*24,4(A-F)(1-5)610m

1,3 - Cerramiento60A-F#55.81#-5115.8m

1,4 - Campamento8*81UN64m

2 - Movimiento de tierras

2,1 - Excavaciones2,1,1 - para stanosProfundidad (h)=2,3m610m*2,3m(A-F)(1-5)h1403m

2,1,2 - para ascensorProfundidad(h)=0,8m2,2m*2,3m*0,8m(C'#-d'#)(2#-3#)4,048m

2,1,3 - para tanque de agua

2,1,3,1 - tanque sin muezcaProfundidad (h)= 1,2m4,28m*3,45m*1,2m(A-B)(1-2)h17.7192m

2,1,3,2 - muezca del tanqueBase superior (B) = 1,05mBase inferior (b) = 0,65mProfundidad (h) = 0,4m(((1,05m+0,65m)/2)*0,4m)*4,28mLargo (L) = 4,28m1.4552m

19.1744

17.7192m+1.4552mTotal para tanque19.1744m

3. Cimientos3.1 Cimientos3.1.1 Concreto para vigas (4000 psi)

VC 1, (1, A-F)10,35*25*0,87m3VC 2, (2, A-F)10,3*25,19*0,86.0456m3VC 3, (2-3, C-D)10,3*4,56*0,81.0944m3VC 4, (3, A-F)10,45*25*0,89m3VC 5, (4, A-F)10,3*25*0,86m3VC 6, (5, A-F)10,3*25*0,86m3VC 7, (A, 1-5)124,4*0,3*0,85.856m3VC 8, (B, 1-5)124,4*0,45*0,88.784m3VC 9, (C, 1-5)124,68*0,45*0,88.8848m3VC 10, (C-D, 2-3)14,94*0,3*0,81.1856m3VC 11, (D, 1-5)124,45*0,45*0,88.802m3VC 12, (E, 1-5)124,4*0,45*0,88.784m3VC 13, (F, 1-5)124,4*0,3*0,85.856m3

83.2924Concreto de vigas doble nodo m3

Nodo 1-7, (1,A)10,35*0,3*0,80.084m3Nodo 1-8, (1,B)10,35*0,45*0,80.126m3Nodo 1-9, (1,C)10,35*0,45*0,80.126m3Nodo 1-11, (1,D)10,35*0,45*0,80.126m3Nodo 1-12, (1,E)10,35*0,45*0,80.126m3Nodo 1-13, (1,F)10,35*0,3*0,80.084m3Nodo 2-7,(2,A)10,3*0,3*0,80.072m3Nodo 2-8,(2,B)10,3*0,45*0,80.108m3Nodo 2-9,(2,C)10,3*0,45*0,80.108m3Nodo 2-10,(2,C-D)10,3*0,3*0,80.072m3Nodo 2-11,(2,D)10,3*0,45*0,80.108m3Nodo 2-12,(2,E)10,3*0,45*0,80.108m3Nodo 2-13,(2,F)10,3*0,3*0,80.072m3Nodo 3-9,(2-3,C)10,3*0,45*0,80.108m3Nodo 3-10,(2-3,C-D)10,3*0,3*0,80.072m3Nodo 3-11,(2-3,D)10,3*0,45*0,80.108m3Nodo 4-7,(3,A)10,3*0,45*0,80.108m3Nodo 4-8,(3,B)10,45*0,45*0,80.162m3Nodo 4-9,(3,C)10,45*0,45*0,80.162m3Nodo 4-10,(3,C-D)10,3*0,45*0,80.108m3Nodo 4-11,(3,D)10,45*0,45*0,80.162m3Nodo 4-12,(3,E)10,45*0,45*0,80.162m3Nodo 4-13,(3,F)10,3*0,45*0,80.108m3Nodo 5-7,(4,A)10,3*0,3*0,80.072m3Nodo 5-8,(4,B)10,3*0,45*0,80.108m3Nodo 5-9,(4,C)10,3*0,45*0,80.108m3Nodo 5-11,(4,D)10,3*0,45*0,80.108m3Nodo 5-12,(4,E)10,3*0,45*0,80.108m3Nodo 5-13,(4,F)10,3*0,3*0,80.072m3Nodo 6-7,(5,A)10,3*0,3*0,80.072m3Nodo 6-8,(5,B)10,3*0,45*0,80.108m3Nodo 6-9,(5,C)10,3*0,45*0,80.108m3Nodo 6-11,(5,D)10,3*0,45*0,80.108m3Nodo 6-12,(5,E)10,3*0,45*0,80.108m3Nodo 6-13,(5,F)10,3*0,3*0,80.072m3

3.732Concreto circuito de nodos m3

79.56Concreto total vigas cimentacin m3

3.1.2 Recebo compactado (segn estudio de suelos)

(4-5)*(A-B)14.27 * 2.475010.592505(4-5)*(B-C)13.9750 * 2.47509.388125(4-5)*(C-D)16.3 * 2.475015.5925(4-5)*(D-E)14.05 * 2.475010.02375(4-5)*(E-F)13.9952 *2.47509.88812Area total recebo compactado55.935Profundidad recebo (0.40)55.935 * 0.4022.374Expansion (20 %)22.374 * 1.226.8488

3.1.3 Placa aligerada

(1-2)*(B-C)119.943581(1-2)*(C-D)116.813292(1-2)*(D-E)14.9298 * 3.5517.50079(1-2)*(E-F)13.9952 * 3.5514.18296(2-3)*(A-B)14.2798 * 4.825020.650035(2-3)*(B-C)125.487122(2-3)*(C-D)110.663264(2-3)*(D-E)14.9298 * 4.82523.786285(2-3)*(E-F)13.9952 * 4.358417.41267968(3-4)*(A-B)14.2798 * 7.42531.777515(3-4)*(B-C)134.19249(3-4)*(C-D)138.554528(3-4)*(D-E)133.315672(3-4)*(E-F)13.9952 * 7.425029.66436(4-5)*(A-B)14.2798 * 4.275018.296145(4-5)*(B-C)13.9750 * 4.275016.993125(4-5)*(C-D)16.3 * 4.27526.9325(4-5)*(D-E)14.05 * 4.27517.31375(4-5)*(E-F)13.9952 * 4.27517.07948

430.5595737Area total de placa aligerada

3.1.4 Mallas

3.1.4.1 Superior1075Kg3.1.4.2 Inferior2756Kg3.1.4.3 Maciza(5)(A-F) (5-4)(A-F)137Kg3.1.5 Acero de refuerzo24720Kg3.1.6 Losa de contrapiso

(4-5)*(A-B)14.27 * 2.475010.592505(4-5)*(B-C)13.9750 * 2.47509.388125(4-5)*(C-D)16.3 * 2.475015.5925(4-5)*(D-E)14.05 * 2.475010.02375(4-5)*(E-F)13.9952 *2.47509.88812

55.935Area total de losa de contrapiso

3.1.7 Concreto del tanque de agua (3500 psi)

pared frontal13,45*3,8*0,253.278m3Pared posterior14,43*3,8*0,254.208m3pared lateral seccionada13,45*3,45*0,252.976m3

20,58*3,45*0,25/20.25m3

30,65*0,4*0,250.065m3

40,40*0,40*0,25/20.02m3

1Pared lateral 3.311m3

2pared lateral 23.311m3

Esquinas40,20*0,20*0,200.008m3Piso seccionado10,25*3,8*2,152.043m3

20,25*3,8*0,40.38m3

30,25*3,8*0,430.406m3

piso total2.829m3

16.945Concreto total de tanque m3

3.8 Concreto del ascensor (4000 psi)

muro frontal12,1*0,15*0,80.252m3muro posterior12,1*0,15*0,80.252m3muros laterales 11,8*0,15*0,80.216m3

21,8*0,15*0,80.216m3Piso10,2*1,8*1,80.648m3

1.584Concreto total de ascensor m3

3.1.9 Concreto pobre

[(A-F)*(1-5)]-( Area del tanque de agua)610 - 236245007586.37549930.0706858347

3.1.10 Pilotes ( concreto 3000 psi)3.14159265363.1.10.1 Pilote tipo 1D=0.30m23.7mPIT 1 (A)(5)23.7mPIT 2 (A-B)(5)23.7mPIT 3 (B)(5)23.7mPIT 4 (B-C)(5)23.7mPIT 5 (C)(5)23.7mPIT 6 (D)(5)23.7mPIT 7 (D-E)(5)23.7mPIT 8 (E)(5)23.7mPIT 9 (E-F)(5)23.7mPIT 10 (F)(5)23.7mPIT 11 (A)(4)23.7mPIT 12 (B)(5-4)23.7mPIT 13 (B)(4-3)23.7mPIT 14 (C)((5-4)23.7mPIT 15 (C)(4-3)23.7mPIT 16 (D)(5-4)23.7mPIT 17 (E)(4-3)23.7mPIT 18 (E)(5-4)23.7mPIT 19 (E)(4-3)23.7mPIT 20 (F)(4)23.7mPIT 21 (A)(3)23.7mPIT 22 (B)(4-3)23.7mPIT 23 (B)(3-2)23.7mPIT 24 (C)(3)23.7mPIT 25 (C-D)(3)23.7mPIT 26 (C-D)(3)23.7mPIT 27 (D)(4-3)23.7mPIT 28 (D)(3-2)23.7mPIT 29 (E)(4-3)23.7mPIT 30 (E)(3-2)23.7mPIT 31 (F)(3)23.7mPIT 32 (A)(2)23.7mPIT 33 (B)(3-2)23.7mPIT 34 (B)(2-1)23.7mPIT 35 (C-D)(3-2)23.7mPIT 36 (C-D)(3-2)23.7mPIT 37 (C-D)(3-2)23.7mPIT 38 (C-D)(3-2)23.7mPIT 39 (D)(2)23.7mPIT 40 (E)(3-2)23.7mPIT 41 (E)(2-1)23.7mPIT 42 (F)(2)23.7mPIT 43 (A)(1)23.7mPIT 44 (B)(1)23.7mPIT 45 (C)(1)23.7mPIT 46 (D)(1)1232.423.7mPIT 47 (E)(1)23.7mPIT 48 (F)(1)23.7mPIT 49 (A)(4-3)23.7mPIT 50 (A)(2-1)23.7mPIT 51 (F)(4-3)23.7mPIT 52 (F)(4-3)

Total pilotes (m)1232.4m

()()^2

Hoja3