| Clave | Descripción del Análisis de Precio Unitario | Unidad |
| 3.01.02.026-H.10. | CONCRETO HIDRAULICO COLADO EN SECO DE F'C=250KG/CM2 EN: ( 047-G.11.a.1 ) | m3 |
| Clave | Descripción | Unidad | Cantidad | Costo | Importe |
| Material | |||||
| CONCRETO PRE-05 | CONCRETO PREMEZCLADO DE F'C= 250 KG/CM2 | M3 | 1.020000 | $720.00 | $734.40 |
| CONCRETO PRE-05 | CONCRETO PREMEZCLADO DE F'C= 250 KG/CM2 | M3 | 1.020000 | $720.00 | $734.40 |
| CONCRETO PRE-05 | CONCRETO PREMEZCLADO DE F'C= 250 KG/CM2 | M3 | 1.020000 | $720.00 | $734.40 |
| CONCRETO PRE-05 | CONCRETO PREMEZCLADO DE F'C= 250 KG/CM2 | M3 | 1.020000 | $720.00 | $734.40 |
| CONCRETO PRE-02 | BOMBA PARA CONCRETO | M3 | 0.730000 | $140.00 | $102.20 |
| CONCRETO PRE-02 | BOMBA PARA CONCRETO | M3 | 0.730000 | $140.00 | $102.20 |
| CONCRETO PRE-02 | BOMBA PARA CONCRETO | M3 | 0.730000 | $140.00 | $102.20 |
| CONCRETO PRE-02 | BOMBA PARA CONCRETO | M3 | 0.730000 | $140.00 | $102.20 |
| CIMBRA-04 | MADERA DE PINO | PT | 1.250000 | $5.15 | $6.44 |
| CIMBRA-04 | MADERA DE PINO | PT | 1.250000 | $5.15 | $6.44 |
| CIMBRA-04 | MADERA DE PINO | PT | 1.250000 | $5.15 | $6.44 |
| CIMBRA-04 | MADERA DE PINO | PT | 1.250000 | $5.15 | $6.44 |
| CIMBRA-01 | CIMBRAPLAY | M2 | 0.200000 | $73.76 | $14.75 |
| CIMBRA-01 | CIMBRAPLAY | M2 | 0.200000 | $73.76 | $14.75 |
| CIMBRA-01 | CIMBRAPLAY | M2 | 0.200000 | $73.76 | $14.75 |
| CIMBRA-01 | CIMBRAPLAY | M2 | 0.200000 | $73.76 | $14.75 |
| CIMBRA-02 | CLAVO | Kg. | 4.500000 | $8.77 | $39.47 |
| CIMBRA-02 | CLAVO | Kg. | 4.500000 | $8.77 | $39.47 |
| CIMBRA-02 | CLAVO | Kg. | 4.500000 | $8.77 | $39.47 |
| CIMBRA-02 | CLAVO | Kg. | 4.500000 | $8.77 | $39.47 |
| Suma de Material | $3,589.02 | ||||
| Mano de Obra | |||||
| CUADRILLA NO. 09 | (1 Of. Albanil + 1 Peón) | JOR | 0.150000 | $477.52 | $71.63 |
| CUADRILLA NO. 09 | (1 Of. Albanil + 1 Peón) | JOR | 0.150000 | $477.52 | $71.63 |
| CUADRILLA NO. 09 | (1 Of. Albanil + 1 Peón) | JOR | 0.150000 | $477.52 | $71.63 |
| CUADRILLA NO. 09 | (1 Of. Albanil + 1 Peón) | JOR | 0.150000 | $477.52 | $71.63 |
| Suma de Mano de Obra | $286.51 | ||||
| Equipo | |||||
| MAQUINARIA-23 | VIBRADOR PARA CONCRETO KOHLER 8 HP BASE TIPO JAULA | HR** | 0.137856 | $13.03 | $1.80 |
| MAQUINARIA-23 | VIBRADOR PARA CONCRETO KOHLER 8 HP BASE TIPO JAULA | HR** | 0.137856 | $13.03 | $1.80 |
| MAQUINARIA-23 | VIBRADOR PARA CONCRETO KOHLER 8 HP BASE TIPO JAULA | HR** | 0.137856 | $13.03 | $1.80 |
| MAQUINARIA-23 | VIBRADOR PARA CONCRETO KOHLER 8 HP BASE TIPO JAULA | HR** | 0.137856 | $13.03 | $1.80 |
| Suma de Equipo | $7.19 | ||||
| Costo Directo | $3,882.72 |