Procesando...
| INFORME DE COSTOS PROPIETARIO | Abril28 de 2024 | ||||
| ESTRUCTURA CONCRETO | Presupuesto Inicial |
Costo Incurrido |
Presupuesto Proyectado |
Diferencia (Inic - Proy) |
Variación | |
|---|---|---|---|---|---|---|
| ESTRUCTURA CONCRETO | 149,781,818.83 | 4,505,833.82 | 136,543,854.23 | 13,237,964.60 | 0.09 | |
| 5_01 | COLUMNAS | 17,797,749.95 | 920,649.30 | 25,806,577.84 | -8,008,827.89 | -0.45 |
| 5_02 | VIGAS AEREAS (30X40) (21mpa) | 30,469,101.26 | 258,737.94 | 23,629,497.95 | 6,839,603.31 | 0.22 |
| 5_03 | LOSAS | 49,299,412.45 | 854,811.41 | 40,906,346.48 | 8,393,065.97 | 0.17 |
| 5_04 | ESCALERA MATERA_ POYOS_RAMPA_ BORDILLO | 13,112,282.72 | 6,961.56 | 31,635,201.34 | -18,522,918.62 | -1.41 |
| 5_05 | MURO DE CONTENCION EN CONCRETO de 21 mpa impermeable e=0.30_incluye lloraderos | 39,103,272.45 | 2,464,673.61 | 14,566,230.62 | 24,537,041.83 | 0.63 |
| Registrado | Aprobado | ||||
|---|---|---|---|---|---|
| Cantidad | Valor | Cantidad | Valor | Total | |
| Materiales | 0 | 0.00 | 16 | 4,505,833.82 | 4,505,833.82 |
| Equipo | 0 | 0.00 | 0 | 0.00 | 0.00 |
| Mano de Obra | 0 | 0.00 | 0 | 0.00 | 0.00 |
| Otros Costos | 0 | 0.00 | 0 | 0.00 | 0.00 |
| Sin APUs | |||||
| Totales | 0 | 0.00 | 16 | 4,505,833.82 | 4,505,833.82 |
