| Clave | Descripción del Análisis de Precio Unitario | Unidad |
| RGDPZV-1260 | Pozo de visita de 1.20 m de base inferior, 60 cm de base superior y 1.75 m de profundidad, base de mamposteria de piedra braza; muro de tabique de 24 cm de espesor, asentado y junteado con mortero cemento-arena prop, 1:5, aplanado interior morterocemento-arena cernid/ prop.1:4, brocal de concretoprefabricado dysa y escalones de varilla no.8 (1″)incluye materiales, desperdicios, mano de obra y herramienta menor | pza |
| Clave | Descripción | Unidad | Cantidad | Costo | Importe |
|---|---|---|---|---|---|
| Material | |||||
| MAC-083 | Mortero cemento-arena proporcion 1:5 | m3 | 0.272800 | $918.25 | $250.50 |
| MAC-279 | Mortero cemento-arena proporcion 1:4 | m3 | 0.279400 | $1,033.38 | $288.73 |
| MAC-276 | Mortero cemento-arena cernida proporcion 1:4 | m3 | 0.138700 | $1,045.99 | $145.08 |
| MAC-109 | Tabique barro rec, 24 x 12 x 6 cm | mll | 0.570900 | $1,630.84 | $931.05 |
| MAC-082 | Piedra braza de banco | m3 | 1.100700 | $370.33 | $407.62 |
| MAC-001 | Cemento gris, apasco | ton | 0.010400 | $1,700.00 | $17.68 |
| MAC-561 | Tubo concreto simple de 250 mm, 10″ | trm | 1.480000 | $63.06 | $93.33 |
| MAC-562 | Brocal p/pozo visita de 42″, dysa | pza | 1.000000 | $1,304.18 | $1,304.18 |
| MAC-563 | Escalon de varilla no, 8 (1″) | kg | 1.545000 | $8.63 | $13.33 |
| MAC-003 | Agua (toma municipal) | m3 | 0.975000 | $5.20 | $5.07 |
| MAC-083 | Mortero cemento-arena proporcion 1:5 | m3 | 0.272800 | $918.25 | $250.50 |
| MAC-279 | Mortero cemento-arena proporcion 1:4 | m3 | 0.279400 | $1,033.38 | $288.73 |
| MAC-276 | Mortero cemento-arena cernida proporcion 1:4 | m3 | 0.138700 | $1,045.99 | $145.08 |
| MAC-109 | Tabique barro rec, 24 x 12 x 6 cm | mll | 0.570900 | $1,630.84 | $931.05 |
| MAC-082 | Piedra braza de banco | m3 | 1.100700 | $370.33 | $407.62 |
| MAC-001 | Cemento gris, apasco | ton | 0.010400 | $1,700.00 | $17.68 |
| MAC-561 | Tubo concreto simple de 250 mm, 10″ | trm | 1.480000 | $63.06 | $93.33 |
| MAC-562 | Brocal p/pozo visita de 42″, dysa | pza | 1.000000 | $1,304.18 | $1,304.18 |
| MAC-563 | Escalon de varilla no, 8 (1″) | kg | 1.545000 | $8.63 | $13.33 |
| MAC-003 | Agua (toma municipal) | m3 | 0.975000 | $5.20 | $5.07 |
| Suma de Material | $6,913.14 | ||||
| Mano de Obra | |||||
| AUXCDTR-054 | Cuadrilla 54 (oficial albañil y un peon), incluye maestro y mando intermedio | jor | 3.750000 | $1,931.14 | $7,241.78 |
| AUXCDTR-054 | Cuadrilla 54 (oficial albañil y un peon), incluye maestro y mando intermedio | jor | 3.750000 | $1,931.14 | $7,241.78 |
| Suma de Mano de Obra | $14,483.56 | ||||
| Herramienta | |||||
| HEC-002 | Andamios, pasarelas y escaleras | %mo | 2.000000 | $0.00 | $0.00 |
| HEC-001 | Herramienta menor | %mo | 3.000000 | $0.00 | $0.00 |
| HEC-002 | Andamios, pasarelas y escaleras | %mo | 2.000000 | $0.00 | $0.00 |
| HEC-001 | Herramienta menor | %mo | 3.000000 | $0.00 | $0.00 |
| Suma de Herramienta | $0.00 | ||||
| Costo Directo | $21,396.70 |