| Clave | Descripción del Análisis de Precio Unitario | Unidad |
| A0-04 | CADENA DE CONCRETO ARMADO FC=200 KG/CM2 DE SECCION 15X15 CMS. ARMADA CON AREME 12*12-4 INCLUYE: CIMBRA COMUN 2 CARAS, MATERIALES, MANO DE OBRA, EQUIPO Y HERRAMIENTA. | ML |
| Clave | Descripción | Unidad | Cantidad | Costo | Importe |
| Material | |||||
| ACERO-ARMEX-01 | ARMEX 12*12-4 CON DIAMETRO DE VARILLA DE 6.35 MM | ML | 1.200000 | $11.44 | $13.73 |
| ACERO-ARMEX-01 | ARMEX 12*12-4 CON DIAMETRO DE VARILLA DE 6.35 MM | ML | 1.200000 | $11.44 | $13.73 |
| ACERO-ARMEX-01 | ARMEX 12*12-4 CON DIAMETRO DE VARILLA DE 6.35 MM | ML | 1.200000 | $11.44 | $13.73 |
| ACERO-ARMEX-01 | ARMEX 12*12-4 CON DIAMETRO DE VARILLA DE 6.35 MM | ML | 1.200000 | $11.44 | $13.73 |
| AGREGADO-003 | AGUA ACARREO INTERNO | M3 | 0.060000 | $40.00 | $2.40 |
| AGREGADO-003 | AGUA ACARREO INTERNO | M3 | 0.060000 | $40.00 | $2.40 |
| AGREGADO-003 | AGUA ACARREO INTERNO | M3 | 0.060000 | $40.00 | $2.40 |
| AGREGADO-003 | AGUA ACARREO INTERNO | M3 | 0.060000 | $40.00 | $2.40 |
| Suma de Material | $64.51 | ||||
| Mano de Obra | |||||
| CUADRILLA NO.09 | CUAD. 1 OF. ALBAÑIL + 1 PEON | jor | 0.086957 | $749.14 | $65.14 |
| CUADRILLA NO.09 | CUAD. 1 OF. ALBAÑIL + 1 PEON | jor | 0.086957 | $749.14 | $65.14 |
| CUADRILLA NO.09 | CUAD. 1 OF. ALBAÑIL + 1 PEON | jor | 0.086957 | $749.14 | $65.14 |
| CUADRILLA NO.09 | CUAD. 1 OF. ALBAÑIL + 1 PEON | jor | 0.086957 | $749.14 | $65.14 |
| Suma de Mano de Obra | $260.57 | ||||
| Auxiliar | |||||
| CIMBRA DE MADERA | CIMBRA DE MADERA | M2 | 0.300000 | $198.48 | $59.54 |
| CIMBRA DE MADERA | CIMBRA DE MADERA | M2 | 0.300000 | $198.48 | $59.54 |
| CIMBRA DE MADERA | CIMBRA DE MADERA | M2 | 0.300000 | $198.48 | $59.54 |
| CIMBRA DE MADERA | CIMBRA DE MADERA | M2 | 0.300000 | $198.48 | $59.54 |
| CONCRETO F-C=200 H/O | CONCRETO H.O. F'C=200 KG/CM2, R.N. AGR. MAX. 3/4" | M3 | 0.023635 | $988.59 | $23.37 |
| CONCRETO F-C=200 H/O | CONCRETO H.O. F'C=200 KG/CM2, R.N. AGR. MAX. 3/4" | M3 | 0.023635 | $988.59 | $23.37 |
| CONCRETO F-C=200 H/O | CONCRETO H.O. F'C=200 KG/CM2, R.N. AGR. MAX. 3/4" | M3 | 0.023635 | $988.59 | $23.37 |
| CONCRETO F-C=200 H/O | CONCRETO H.O. F'C=200 KG/CM2, R.N. AGR. MAX. 3/4" | M3 | 0.023635 | $988.59 | $23.37 |
| ANDAMIO | ANDAMIO metalicos | DIA | 0.250000 | $22.97 | $5.74 |
| ANDAMIO | ANDAMIO metalicos | DIA | 0.250000 | $22.97 | $5.74 |
| ANDAMIO | ANDAMIO metalicos | DIA | 0.250000 | $22.97 | $5.74 |
| ANDAMIO | ANDAMIO metalicos | DIA | 0.250000 | $22.97 | $5.74 |
| Suma de Auxiliar | $354.61 | ||||
| Costo Directo | $679.69 |