| Clave | Descripción del Análisis de Precio Unitario | Unidad |
| ALUM K-98 | SUMINISTRO Y COLOCACION DE CANCELERIA DE ALUMINIO DE 0.75 * 2.10 INCLUYE UN FIJO DE 0.25 * 2.10 Y TRES PUERTAS DE .50 * 2.10 / 0.67 *2.10 / 0.55 * 2.10 INCLUYE PIVOTE DESENTRADO CHAPA , BARRA DE EMPUJE Y TOPE PARA PUERTA Y TODO LO NECESARIO PARA SU CORRECTA EJECUCION Y FUNCIONAMIENTO SEGUN CROQUIS K 98 | PZA |
| Clave | Descripción | Unidad | Cantidad | Costo | Importe |
| Material | |||||
| B3-001NAT | CANAL BOLSA 3" NAT. | tmo | 2.931220 | $180.00 | $527.62 |
| B3-005NAT | TAPA BOLSA 3" NAT. | tmo | 0.378220 | $103.05 | $38.98 |
| B3-003NAT | ESCALONADO 3" NAT. | tmo | 0.094560 | $163.30 | $15.44 |
| B3-004NAT | JUNQUILLO PARA ESC. 3" NAT. | tmo | 0.094560 | $52.87 | $5.00 |
| PB-001NAT | CERCO PUERTA 1 3/4" NAT. | tmo | 2.836660 | $118.85 | $337.14 |
| PB-003NAT | ZOCLO PUERTA 1 3/4" NAT. | tmo | 0.330940 | $248.39 | $82.20 |
| PB-004NAT | CABEZAL PUERTA 1 3/4" NAT. | tmo | 0.330940 | $164.79 | $54.54 |
| PB-006NAT | JUNQUILLO PUERTA 1 3/4" NAT. | tmo | 5.673340 | $34.79 | $197.38 |
| TENS-3/8X1.2 | TENSOR 3/8" X 1.20 M. | PZA | 5.673340 | $15.30 | $86.80 |
| CHAPHI-01 | CHAPA PHILLIPS 590 | pza | 2.836660 | $146.09 | $414.41 |
| PIVDESC-01 | PIVOTE DESCENTRADO NAT. | jgo | 2.836660 | $39.32 | $111.54 |
| FELGRIS | FELPA GRIS | m | 14.183340 | $0.75 | $10.64 |
| TOPEBAT3/4 | TOPE BATIENTE 3/4" NAT. | tmo | 2.836660 | $34.57 | $98.06 |
| TOR2X10 | TORNILLO 2" X 10 | pza | 13.237780 | $0.30 | $3.97 |
| TOR-3 | TORNILLO DE 3 X 10 | pza | 22.693340 | $0.45 | $10.21 |
| TAQPLAS | TAQUETE DE PLASTICO 1/4" | pza | 22.693340 | $0.18 | $4.08 |
| PIJA1X10 | PIJA 1 X 10 | pza | 37.822230 | $0.25 | $9.46 |
| AN-005 | ANGULO 1.5" X 1/8" X 3.66 MTS. NAT. | tmo | 0.113470 | $82.78 | $9.39 |
| PIJA2X10 | PIJA 2 X 10 | pza | 15.128890 | $0.75 | $11.35 |
| SELLACRI | SELLADOR ACRILICO | pza | 1.512890 | $11.60 | $17.55 |
| Suma de Material | $2,045.75 | ||||
| Mano de Obra | |||||
| JOGP041 | Cuadrilla de alumineros. Incluye : aluminero, ayudante y herramienta. | jor | 3.732030 | $456.21 | $1,702.59 |
| Suma de Mano de Obra | $1,702.59 | ||||
| Costo Directo | $3,748.34 |