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