trabajo 2
DESCRIPTION
PRESUPUESTO BASADO EN PLANOSTRANSCRIPT
Actividad constructiva Operaciones Frecuencia
Limpieza y descapote del terreno(m2) (A,D) (1,9) 6,10m x 10,00m 1Excavacion para vigas de fundacion 0,30m * 0,35m (m3)
1 (A ,D) 6.10mx0.30x0.35 42 (A,B) 2.72mx0.30x0.35 13 (A) 3.08mx0.30x0.35 1
4 (A,D)5 (A,C)6 (A)
7 (A,D)8 (A)
9 (A,D)A (1,9) 10.00mx0.30x0.35 2B (1,9) 5.07mx0.30x0.35 1C (1, 2) 4.93mx0.30x0.35 1D (1,9)
Solados esp = 5.00 cm (m2) 1 (A ,D) 6.10mx0.30 42 (A,B) 2.72mx0.30 13 (A) 3.08mx0.30 1
4 (A,D)5 (A,C)6 (A)
7 (A,D)8 (A)
9 (A,D)A (1,9) 10.00mx0.30 2B (1,9) 5.07mx0.30 1C (1, 2) 4.93mx0.30 1D (1,9)
Sobrecimiento en bloque de concreto (ml)1 (A ,D) 6.10m 42 (A,B) 2.72m 13 (A) 3.08m 1
4 (A,D)5 (A,C)6 (A)
7 (A,D)8 (A)
9 (A,D)A (1,9) 10.00m 2B (1,9) 5.07m 1C (1, 2) 4.93m 1D (1,9)
Mamposteria ordinaria en ladrillo de arcilla (m2)1 (A ,D) 6.10mx2.40 42 (A,B) 2.72mx2.40 1
3 (A) 3.08mx2.40 14 (A,D)5 (A,C)6 (A)
7 (A,D)8 (A)
9 (A,D)A (1,9) 10.00mx2.40 2B (1,9) 5.07mx2.40 1C (1, 2) 4.93mx2.40 1D (1,9)
Resultado Parcial Resultado Final Observaciones
61 61
2.562
6.0298
0.28560.0323
2.10.53230.5176
7.32
141.54
0.8160.924
6152.11.479
24.4
60.2
2.723.08
205.074.93
58.566.528
7.392
4812.16811.808 144.156