| Clave | Descripción del Análisis de Precio Unitario | Unidad |
| GC21BD | Muro de 10 cm de espesor aparente dos caras de block perforado vertical de 10 x 10 x 20 cm. | m2 |
| Clave | Descripción | Unidad | Cantidad | Costo | Importe |
|---|---|---|---|---|---|
| Material | |||||
| A1BCH | Block hueco vertical 10 x 12 x 20 la Huerta. | 100 | 0.489000 | $199.00 | $97.31 |
| A7B32 | Varilla de refuerzo 7.9 mm ( 5/16″) diámetro. | kg | 0.470000 | $3.83 | $1.80 |
| Suma de Material | $99.11 | ||||
| Mano de Obra | |||||
| E01 | Oficial albañil | Turno | 0.130000 | $143.81 | $18.70 |
| B23 | Ayudante | Turno | 0.130000 | $94.01 | $12.22 |
| J02 | Cabo | Turno | 0.013000 | $164.32 | $2.14 |
| Suma de Mano de Obra | $33.06 | ||||
| Herramienta | |||||
| 16 | Elevación | (%)mo | 0.020000 | $33.06 | $0.66 |
| 09 | Herramienta menor. | (%)mo | 0.020000 | $33.06 | $0.66 |
| 30 | Andamios. | (%)mo | 0.040000 | $33.06 | $1.32 |
| Suma de Herramienta | $2.64 | ||||
| Concepto | |||||
| F2*A02 | Mortero cemento-arena 1:4. | m3 | 0.012000 | $578.56 | $6.94 |
| F5*1B1 | Concreto F’c = 150 kg/cm2, T.M.A. de 20 mm, resistencia normal. | m3 | 0.006000 | $536.11 | $3.22 |
| Suma de Concepto | $10.16 | ||||
| Costo Directo | $144.97 |