| Clave | Descripción del Análisis de Precio Unitario | Unidad |
| 192 | Cadena de remate, de concreto f´c 200 k/cm2, 15 x 20 c/vs # 4 y e # 2 a.c. 20, con cimbra aparente, cimbra, colado vibrado y descimbra. | m |
| Clave | Descripción | Unidad | Cantidad | Costo | Importe |
| Material | |||||
| ACE#3 | ACERO DE REFUERZO DE 3/8" #3 f`y = 4200 kg/ml | KG | 5.300000 | $8.50 | $45.05 |
| ACE#3 | ACERO DE REFUERZO DE 3/8" #3 f`y = 4200 kg/ml | KG | 5.300000 | $8.50 | $45.05 |
| ACE#3 | ACERO DE REFUERZO DE 3/8" #3 f`y = 4200 kg/ml | KG | 5.300000 | $8.50 | $45.05 |
| ACERO-022 | ALAMBRON | KG | 0.680000 | $8.61 | $5.85 |
| ACERO-022 | ALAMBRON | KG | 0.680000 | $8.61 | $5.85 |
| ACERO-022 | ALAMBRON | KG | 0.680000 | $8.61 | $5.85 |
| ALAMBRE RECOCIDO | ALAMBRE RECOCIDO | Kg | 0.086000 | $10.35 | $0.89 |
| ALAMBRE RECOCIDO | ALAMBRE RECOCIDO | Kg | 0.086000 | $10.35 | $0.89 |
| ALAMBRE RECOCIDO | ALAMBRE RECOCIDO | Kg | 0.086000 | $10.35 | $0.89 |
| CIMBRA-001 | CIMBRAPLAY 16 MM HOJA DE 1.22 X 2.44 | M2 | 0.100000 | $85.00 | $8.50 |
| CIMBRA-001 | CIMBRAPLAY 16 MM HOJA DE 1.22 X 2.44 | M2 | 0.100000 | $85.00 | $8.50 |
| CIMBRA-001 | CIMBRAPLAY 16 MM HOJA DE 1.22 X 2.44 | M2 | 0.100000 | $85.00 | $8.50 |
| CIMBRA-002 | MADERA DE PINO DE 3A. | PT | 0.800000 | $7.00 | $5.60 |
| CIMBRA-002 | MADERA DE PINO DE 3A. | PT | 0.800000 | $7.00 | $5.60 |
| CIMBRA-002 | MADERA DE PINO DE 3A. | PT | 0.800000 | $7.00 | $5.60 |
| CIMBRA-02 | CLAVO de 1" A 4" | Kg. | 0.010000 | $12.50 | $0.13 |
| CIMBRA-02 | CLAVO de 1" A 4" | Kg. | 0.010000 | $12.50 | $0.13 |
| CIMBRA-02 | CLAVO de 1" A 4" | Kg. | 0.010000 | $12.50 | $0.13 |
| Suma de Material | $198.06 | ||||
| Mano de Obra | |||||
| CUAD OC 12 | (1 Of. Albanil + 1 Peón) | JOR | 0.111111 | $735.70 | $81.74 |
| CUAD OC 12 | (1 Of. Albanil + 1 Peón) | JOR | 0.111111 | $735.70 | $81.74 |
| CUAD OC 12 | (1 Of. Albanil + 1 Peón) | JOR | 0.111111 | $735.70 | $81.74 |
| Suma de Mano de Obra | $245.23 | ||||
| Herramienta | |||||
| ANDAMIO OC | ANDAMIO METALICO | (%)mo | 0.030000 | $0.00 | $0.00 |
| ANDAMIO OC | ANDAMIO METALICO | (%)mo | 0.030000 | $0.00 | $0.00 |
| ANDAMIO OC | ANDAMIO METALICO | (%)mo | 0.030000 | $0.00 | $0.00 |
| Suma de Herramienta | $0.00 | ||||
| Auxiliar | |||||
| CONCRETO F-C=200 H/O | Concreto f'c=200 kg/cm2 hecho en obra resistencia normal, agregado maximo 3/4" | M3 | 0.033000 | $933.38 | $30.80 |
| CONCRETO F-C=200 H/O | Concreto f'c=200 kg/cm2 hecho en obra resistencia normal, agregado maximo 3/4" | M3 | 0.033000 | $933.38 | $30.80 |
| CONCRETO F-C=200 H/O | Concreto f'c=200 kg/cm2 hecho en obra resistencia normal, agregado maximo 3/4" | M3 | 0.033000 | $933.38 | $30.80 |
| Suma de Auxiliar | $92.40 | ||||
| Costo Directo | $535.70 |