| Clave | Descripción del Análisis de Precio Unitario | Unidad |
| E03.021 | Losa de concreto f'c=200 kg/cm2 para obras especiales, incluye: cimbra, acero de refuerzo y chaflanes. | m2 |
| Clave | Descripción | Unidad | Cantidad | Costo | Importe |
|---|---|---|---|---|---|
| Material | |||||
| MATE-108 | Clavo de 2 1/2" a 3 1/2" | kg | 0.300000 | $18.11 | $5.43 |
| MATE-455 | Triplay de pino de 16mm 1 cara (para cimbra) | HOJA | 0.067200 | $390.00 | $26.21 |
| MATE-192 | Diesel | l | 0.500000 | $11.07 | $5.54 |
| MATE-348 | Poliestireno de 1" de espesor | m2 | 0.251000 | $13.42 | $3.37 |
| MATE-544 | Varilla fy=4200 kg/cm2 No.6 (3/4") | kg | 20.301000 | $9.50 | $192.86 |
| MATE-20 | Alambrón liso de 1/4" (No.2) | kg | 1.722000 | $11.00 | $18.94 |
| MATE-540 | Varilla fy=4200 kg/cm2 No.3 (3/8") | kg | 4.983000 | $9.50 | $47.34 |
| MATE-542 | Varilla fy=4200 kg/cm2 No.4 (1/2") | kg | 6.198200 | $9.50 | $58.88 |
| MATE-543 | Varilla fy=4200 kg/cm2 No.5 (5/8") | kg | 5.587100 | $9.50 | $53.08 |
| MATE-19 | Alambre recocido del No.18 | kg | 1.060000 | $12.50 | $13.25 |
| MATE-298 | Madera de pino de 3a. | PT | 4.000000 | $14.39 | $57.56 |
| Suma de Material | $482.46 | ||||
| Mano de Obra | |||||
| 00-M0001 | Cuadrila 01 (Ayudante) | jor | 0.390000 | $334.92 | $130.62 |
| 00-M0006 | Cuadrilla 06 (Carpintero de Obra Negra + Ayudante) | jor | 0.110000 | $805.02 | $88.55 |
| 00-M0007 | Cuadrilla 07 (Fierrero + Ayudante) | jor | 0.400000 | $794.12 | $317.65 |
| Suma de Mano de Obra | $536.82 | ||||
| Equipo | |||||
| E00.006 | Vibrador para concreto Dynapac-Kohler | h | 0.040000 | $84.77 | $3.39 |
| Suma de Equipo | $3.39 | ||||
| Auxiliar | |||||
| E00.017 | Concreto f'c=200 kg/cm2 | m3 | 0.104000 | $1,145.94 | $119.18 |
| Suma de Auxiliar | $119.18 | ||||
| Costo Directo | $1,141.85 |