| Clave | Descripción del Análisis de Precio Unitario | Unidad |
| G910140-1025 | Banqueta sobre losa tipo iv, p.u.o.t. | m |
| Clave | Descripción | Unidad | Cantidad | Costo | Importe |
|---|---|---|---|---|---|
| Material | |||||
| 135150-3105 | Cimbrafest 19 lt | pza | 0.016300 | $871.54 | $14.21 |
| 130110-1000 | Tuberia carton 15cm rojo (sonotubo) | m | 2.050000 | $20.11 | $41.23 |
| Suma de Material | $55.44 | ||||
| Mano de Obra | |||||
| 100100-1005 | Albañil | Jor | 0.155500 | $506.32 | $78.73 |
| 100100-1000 | Peón | Jor | 0.155500 | $309.53 | $48.13 |
| 100100-1140 | Cabo de oficiales | Jor | 0.015600 | $703.30 | $10.97 |
| Suma de Mano de Obra | $137.83 | ||||
| Herramienta | |||||
| 100200-1000 | Herramienta menor | (%)mo | 0.000300 | $137.83 | $0.04 |
| Suma de Herramienta | $0.04 | ||||
| Auxiliar | |||||
| F103130-2160 | Concreto fc=150 kg/cm2, r.n., tma 19mm (3/4″), hecho en obra c/revolvedora | m3 | 0.171700 | $1,094.51 | $187.93 |
| F103130-2290 | Concreto fc=250 kg/cm2, r.n., tma 19mm (3/4″), hecho en obra c/revolvedora | m3 | 0.118800 | $1,402.83 | $166.66 |
| Suma de Auxiliar | $354.59 | ||||
| Concepto | |||||
| G115100-1165 | Suministro, habilitado, colocacion acero rfrzo vars no 3-8 (3/8″-1″) fy=4200 kg/cm2 | kg | 41.730000 | $21.93 | $915.14 |
| G905160-1025 | Cimbra aparente para guarniciones | m2 | 0.280000 | $148.57 | $41.60 |
| G905160-1070 | Vaciado, colado, vibrado guarniciones | m3 | 0.290500 | $317.49 | $92.23 |
| G910115-3360 | Curado superficies concreto | m2 | 0.280000 | $10.36 | $2.90 |
| Suma de Concepto | $1,051.87 | ||||
| Costo Directo | $1,599.77 |