| Clave | Descripción del Análisis de Precio Unitario | Unidad |
| TOPE0001 | Tope de concreto de 15 x 15 x 30 cms en area estacionamiento, incluye: cimbra aparente, armado, colado y curado. | PZA |
| Clave | Descripción | Unidad | Cantidad | Costo | Importe |
|---|---|---|---|---|---|
| Material | |||||
| 01ARM005 | ARMEX 12×12-4 | ML | 0.330000 | $14.51 | $4.79 |
| 01ALA001 | ALAMBRE RECOCIDO No. 16 | KG | 0.100000 | $18.00 | $1.80 |
| 06MAD001 | MADERA DE PINO | PT | 0.180000 | $10.00 | $1.80 |
| 06CIM005 | CIMBRAPLAY DE 5/8″ | M2 | 0.017000 | $110.00 | $1.87 |
| 06MAD001 | MADERA DE PINO | PT | 0.540000 | $10.00 | $5.40 |
| 06TUI000 | TUINO DE MADERA | ML | 0.187500 | $4.00 | $0.75 |
| 13DIE000 | DIESEL | LT | 0.014000 | $7.00 | $0.10 |
| 06CLA001 | CLAVOS | KG | 0.050000 | $18.00 | $0.90 |
| 02CEM000 | CEMENTO GRIS | KG | 0.225000 | $2.40 | $0.54 |
| Suma de Material | $17.95 | ||||
| Mano de Obra | |||||
| MOA05001 | OFICIAL ALBAÑIL 1RA. | JOR | 0.100000 | $401.97 | $40.20 |
| MOA05004 | P E O N | JOR | 0.100000 | $210.17 | $21.02 |
| MI000001 | MANDO INTERMEDIO | (%)MO | 0.050000 | $61.22 | $3.06 |
| Suma de Mano de Obra | $64.28 | ||||
| Herramienta | |||||
| HE000001 | HERRAMIENTA MENOR | (%)MO | 0.020000 | $61.22 | $1.22 |
| Suma de Herramienta | $1.22 | ||||
| Auxiliar | |||||
| BASIC005 | CONCRETO F’C=150 KG/CM2, T.M.A. 3/4″ | M3 | 0.014180 | $1,185.15 | $16.81 |
| BASIC000 | CURADO CON CURACRETO | M2 | 0.045000 | $4.01 | $0.18 |
| Suma de Auxiliar | $16.99 | ||||
| Costo Directo | $100.44 |