| Clave | Descripción del Análisis de Precio Unitario | Unidad |
| A15030A070 | Fabricacion y estibado de trabes prefabricadas de:-1.60 x 2.60 x 12.76 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 | 0.096500 | $1,373.91 | $132.58 |
| BADIT1177 | Emulsificante fbr fester | kg | 47.370602 | $25.46 | $1,206.06 |
| AIGFE030 | Cimbrafest 19 lt | pza | 1.451300 | $373.30 | $541.77 |
| ACMXX005 | Agua | m3 | 0.048300 | $85.00 | $4.11 |
| MACMF150 | Polin 3 1/4″x3 1/4″x8 1/4′ | pt | 20.653999 | $6.20 | $128.05 |
| Suma de Material | $21,489.87 | ||||
| Mano de Obra | |||||
| 1AABO | Albañil | Jor | 4.915000 | $372.63 | $1,831.48 |
| 1AA00 | Peón | Jor | 4.915000 | $227.31 | $1,117.23 |
| 1AZC1 | Cabo de oficiales | jor | 0.491500 | $518.10 | $254.65 |
| Suma de Mano de Obra | $3,203.36 | ||||
| Herramienta | |||||
| 2HER | Herramienta menor | (%)mo | 0.000300 | $3,203.36 | $0.96 |
| Suma de Herramienta | $0.96 | ||||
| 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 | 4.632900 | $583.55 | $2,703.53 |
| Suma de Equipo | $2,703.53 | ||||
| Auxiliar | |||||
| A15020A665 | Vaciado, colado, vibrado cuerpo de estructura | m3 | 9.930000 | $339.51 | $3,371.33 |
| A15020A675 | Curado superficies concreto | m2 | 99.131401 | $6.63 | $657.24 |
| Suma de Auxiliar | $4,028.57 | ||||
| Concepto | |||||
| A15020A080 | Moldes y/o cimbra metalica p/trabe cajon precolada | m2 | 96.510002 | $142.89 | $13,790.31 |
| HA159 | Suministro, habilitado, colocacion acero rfrzo vars no 2 (1/4″) fy=2650 kg/cm2 | kg | 73.033501 | $15.14 | $1,105.73 |
| HA161 | Suministro, habilitado, colocacion acero rfrzo vars no 3-8 (3/8″-1″) fy=4200 kg/cm2 | kg | 973.780029 | $14.27 | $13,895.84 |
| A15025B045 | Acero de presfuerzo le>19,000 kg/cm2 | kg | 224.919998 | $42.90 | $9,649.07 |
| A15020A100 | Suministro, habilitado, colocacion malla electrosoldada 6×6-4/4 | kg | 88.910004 | $13.87 | $1,233.18 |
| A15035A055 | Suministro, habilitado, colocacion acero estruc placa a-36 | kg | 75.300003 | $23.31 | $1,755.24 |
| 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 | 9.930000 | $873.17 | $8,670.58 |
| Suma de Concepto | $63,247.53 | ||||
| Costo Directo | $94,673.82 |