| Clave | Descripción del Análisis de Precio Unitario | Unidad |
| 55 | Preparación para anclaje de castillos | pza |
| Clave | Descripción | Unidad | Cantidad | Costo | Importe |
| Material | |||||
| ACERO REF NO.3 | Acero de refuerzo # 3 | KG | 1.215000 | $8.33 | $10.12 |
| ACERO REF NO.3 | Acero de refuerzo # 3 | KG | 1.215000 | $8.33 | $10.12 |
| ACERO REF NO.3 | Acero de refuerzo # 3 | KG | 1.215000 | $8.33 | $10.12 |
| ACERO REF NO.3 | Acero de refuerzo # 3 | KG | 1.215000 | $8.33 | $10.12 |
| ACERO REF NO.3 | Acero de refuerzo # 3 | KG | 1.215000 | $8.33 | $10.12 |
| ACERO REF NO.3 | Acero de refuerzo # 3 | KG | 1.215000 | $8.33 | $10.12 |
| CIMBRA-001 | CIMBRAPLAY 16 MM HOJA DE 1.22 X 2.44 | M2 | 0.050000 | $92.00 | $4.60 |
| CIMBRA-001 | CIMBRAPLAY 16 MM HOJA DE 1.22 X 2.44 | M2 | 0.050000 | $92.00 | $4.60 |
| CIMBRA-001 | CIMBRAPLAY 16 MM HOJA DE 1.22 X 2.44 | M2 | 0.050000 | $92.00 | $4.60 |
| CIMBRA-001 | CIMBRAPLAY 16 MM HOJA DE 1.22 X 2.44 | M2 | 0.050000 | $92.00 | $4.60 |
| CIMBRA-001 | CIMBRAPLAY 16 MM HOJA DE 1.22 X 2.44 | M2 | 0.050000 | $92.00 | $4.60 |
| CIMBRA-001 | CIMBRAPLAY 16 MM HOJA DE 1.22 X 2.44 | M2 | 0.050000 | $92.00 | $4.60 |
| CIMBRA-002 | MADERA DE PINO DE 3A. | PT | 0.400000 | $7.00 | $2.80 |
| CIMBRA-002 | MADERA DE PINO DE 3A. | PT | 0.400000 | $7.00 | $2.80 |
| CIMBRA-002 | MADERA DE PINO DE 3A. | PT | 0.400000 | $7.00 | $2.80 |
| CIMBRA-002 | MADERA DE PINO DE 3A. | PT | 0.400000 | $7.00 | $2.80 |
| CIMBRA-002 | MADERA DE PINO DE 3A. | PT | 0.400000 | $7.00 | $2.80 |
| CIMBRA-002 | MADERA DE PINO DE 3A. | PT | 0.400000 | $7.00 | $2.80 |
| CIMBRA-004 | CLAVO | KG | 0.005000 | $13.08 | $0.07 |
| CIMBRA-004 | CLAVO | KG | 0.005000 | $13.08 | $0.07 |
| CIMBRA-004 | CLAVO | KG | 0.005000 | $13.08 | $0.07 |
| CIMBRA-004 | CLAVO | KG | 0.005000 | $13.08 | $0.07 |
| CIMBRA-004 | CLAVO | KG | 0.005000 | $13.08 | $0.07 |
| CIMBRA-004 | CLAVO | KG | 0.005000 | $13.08 | $0.07 |
| ACERO-022 | ALAMBRON | KG | 0.545000 | $8.61 | $4.69 |
| ACERO-022 | ALAMBRON | KG | 0.545000 | $8.61 | $4.69 |
| ACERO-022 | ALAMBRON | KG | 0.545000 | $8.61 | $4.69 |
| ACERO-022 | ALAMBRON | KG | 0.545000 | $8.61 | $4.69 |
| ACERO-022 | ALAMBRON | KG | 0.545000 | $8.61 | $4.69 |
| ACERO-022 | ALAMBRON | KG | 0.545000 | $8.61 | $4.69 |
| ALAMBRE RECOCIDO | ALAMBRE RECOCIDO | Kg | 0.052800 | $10.35 | $0.55 |
| ALAMBRE RECOCIDO | ALAMBRE RECOCIDO | Kg | 0.052800 | $10.35 | $0.55 |
| ALAMBRE RECOCIDO | ALAMBRE RECOCIDO | Kg | 0.052800 | $10.35 | $0.55 |
| ALAMBRE RECOCIDO | ALAMBRE RECOCIDO | Kg | 0.052800 | $10.35 | $0.55 |
| ALAMBRE RECOCIDO | ALAMBRE RECOCIDO | Kg | 0.052800 | $10.35 | $0.55 |
| ALAMBRE RECOCIDO | ALAMBRE RECOCIDO | Kg | 0.052800 | $10.35 | $0.55 |
| Suma de Material | $136.95 | ||||
| Mano de Obra | |||||
| CUAD OC 09 | CUAD. 1 OF. ALBAÑIL + 1 PEON | jor | 0.055556 | $633.72 | $35.21 |
| CUAD OC 09 | CUAD. 1 OF. ALBAÑIL + 1 PEON | jor | 0.055556 | $633.72 | $35.21 |
| CUAD OC 09 | CUAD. 1 OF. ALBAÑIL + 1 PEON | jor | 0.055556 | $633.72 | $35.21 |
| CUAD OC 09 | CUAD. 1 OF. ALBAÑIL + 1 PEON | jor | 0.055556 | $633.72 | $35.21 |
| CUAD OC 09 | CUAD. 1 OF. ALBAÑIL + 1 PEON | jor | 0.055556 | $633.72 | $35.21 |
| CUAD OC 09 | CUAD. 1 OF. ALBAÑIL + 1 PEON | jor | 0.055556 | $633.72 | $35.21 |
| Suma de Mano de Obra | $211.24 | ||||
| Auxiliar | |||||
| CONCRETO F-C=150 H/O | Concreto f'c=150 kg/cm2 hecho en obra agregado maximo gravilla 3/4" | M3. | 0.011800 | $983.37 | $11.60 |
| CONCRETO F-C=150 H/O | Concreto f'c=150 kg/cm2 hecho en obra agregado maximo gravilla 3/4" | M3. | 0.011800 | $983.37 | $11.60 |
| CONCRETO F-C=150 H/O | Concreto f'c=150 kg/cm2 hecho en obra agregado maximo gravilla 3/4" | M3. | 0.011800 | $983.37 | $11.60 |
| CONCRETO F-C=150 H/O | Concreto f'c=150 kg/cm2 hecho en obra agregado maximo gravilla 3/4" | M3. | 0.011800 | $983.37 | $11.60 |
| CONCRETO F-C=150 H/O | Concreto f'c=150 kg/cm2 hecho en obra agregado maximo gravilla 3/4" | M3. | 0.011800 | $983.37 | $11.60 |
| CONCRETO F-C=150 H/O | Concreto f'c=150 kg/cm2 hecho en obra agregado maximo gravilla 3/4" | M3. | 0.011800 | $983.37 | $11.60 |
| Suma de Auxiliar | $69.62 | ||||
| Costo Directo | $417.82 |