| Clave | Descripción del Análisis de Precio Unitario | Unidad |
| GC21BC | Muro de 12 cm de espesor aparente dos caras de tabique perforado vertical de 6 x 12 x 24 cm. | m2 |
| Clave | Descripción | Unidad | Cantidad | Costo | Importe |
|---|---|---|---|---|---|
| Material | |||||
| A1BCB | Tabique hueco vertical 6 x 12 x 24 la Huerta. | 100 | 0.659400 | $165.00 | $108.80 |
| A7B32 | Varilla de refuerzo 7.9 mm ( 5/16″) diámetro. | kg | 0.470000 | $3.83 | $1.80 |
| Suma de Material | $110.60 | ||||
| Mano de Obra | |||||
| E01 | Oficial albañil | Turno | 0.142900 | $143.81 | $20.55 |
| B23 | Ayudante | Turno | 0.142900 | $94.01 | $13.43 |
| J02 | Cabo | Turno | 0.014290 | $164.32 | $2.35 |
| Suma de Mano de Obra | $36.33 | ||||
| Herramienta | |||||
| 16 | Elevación | (%)mo | 0.020000 | $36.33 | $0.73 |
| 09 | Herramienta menor. | (%)mo | 0.020000 | $36.33 | $0.73 |
| 30 | Andamios. | (%)mo | 0.040000 | $36.33 | $1.45 |
| Suma de Herramienta | $2.91 | ||||
| Concepto | |||||
| F2*A02 | Mortero cemento-arena 1:4. | m3 | 0.017000 | $578.56 | $9.84 |
| F5*1B1 | Concreto F’c = 150 kg/cm2, T.M.A. de 20 mm, resistencia normal. | m3 | 0.007200 | $536.11 | $3.86 |
| Suma de Concepto | $13.70 | ||||
| Costo Directo | $163.54 |