| Clave | Descripción del Análisis de Precio Unitario | Unidad |
| A15030A075 | Fabricacion y estibado de trabes prefabricadas de:*1.60 x 2.60 x 32.62 m. de longitud. | pza |
| Clave | Descripción | Unidad | Cantidad | Costo | Importe |
|---|---|---|---|---|---|
| Material | |||||
| BPRES0155 | Cable merlusa 6 x 36 de 3/4″ | kg | 155.000000 | $125.66 | $19,477.30 |
| ACACT055 | Cemento Tolteca CPC 30 R (cemento portland compuesto) | t | 0.238000 | $1,373.91 | $326.99 |
| BADIT1177 | Emulsificante fbr fester | kg | 115.355797 | $25.46 | $2,936.96 |
| AIGFE030 | Cimbrafest 19 lt | pza | 3.340500 | $373.30 | $1,247.01 |
| ACMXX005 | Agua | m3 | 0.135500 | $85.00 | $11.52 |
| MACMF150 | Polin 3 1/4″x3 1/4″x8 1/4′ | pt | 50.939201 | $6.20 | $315.82 |
| Suma de Material | $24,315.60 | ||||
| Mano de Obra | |||||
| 1AABO | Albañil | Jor | 12.125000 | $372.63 | $4,518.14 |
| 1AA00 | Peón | Jor | 12.125000 | $227.31 | $2,756.13 |
| 1AZC1 | Cabo de oficiales | jor | 1.212500 | $518.10 | $628.20 |
| Suma de Mano de Obra | $7,902.47 | ||||
| Herramienta | |||||
| 2HER | Herramienta menor | (%)mo | 0.000300 | $7,902.47 | $2.37 |
| Suma de Herramienta | $2.37 | ||||
| Equipo | |||||
| EQHA135-500 | Grua hidráulica con motor a diesel de 225h.p. pluma telescopica hasta 57mts. 72ton. de carga mca. grove mod. rt-880 | hr | 9.095000 | $583.55 | $5,307.39 |
| Suma de Equipo | $5,307.39 | ||||
| Auxiliar | |||||
| A15020A665 | Vaciado, colado, vibrado cuerpo de estructura | m3 | 24.490000 | $339.51 | $8,314.60 |
| A15020A675 | Curado superficies concreto | m2 | 229.832504 | $6.63 | $1,523.79 |
| Suma de Auxiliar | $9,838.39 | ||||
| Concepto | |||||
| A15020A080 | Moldes y/o cimbra metalica p/trabe cajon precolada | m2 | 222.684006 | $142.89 | $31,819.32 |
| HA159 | Suministro, habilitado, colocacion acero rfrzo vars no 2 (1/4″) fy=2650 kg/cm2 | kg | 132.050003 | $15.14 | $1,999.24 |
| HA161 | Suministro, habilitado, colocacion acero rfrzo vars no 3-8 (3/8″-1″) fy=4200 kg/cm2 | kg | 1,760.650024 | $14.27 | $25,124.48 |
| A15025B045 | Acero de presfuerzo le>19,000 kg/cm2 | kg | 1,096.770020 | $42.90 | $47,051.43 |
| A15020A100 | Suministro, habilitado, colocacion malla electrosoldada 6×6-4/4 | kg | 227.300003 | $13.87 | $3,152.65 |
| A15035A055 | Suministro, habilitado, colocacion acero estruc placa a-36 | kg | 72.610001 | $23.31 | $1,692.54 |
| A15035A060 | Suministro, habilitado, colocacion acero estruc lig redondo (rdo) a-36 | kg | 557.809998 | $23.57 | $13,147.58 |
| A10060A025 | Concreto f’c=350 kg/cm2, r.n., tma 19mm (3/4″), hecho en obra planta premezclado | m3 | 24.490000 | $873.17 | $21,383.93 |
| Suma de Concepto | $145,371.17 | ||||
| Costo Directo | $192,737.39 |