Costos de construccion losa

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ANALISIS DE COSTOS DE UNA LOSA DE 140 M2 | | | | | | | | | | | | | |
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| FIERRO| | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | |
| | | | | | Columnas | | Vigas | | | | | | | | |
| | Espesor | Bs. | Medida || 1era Losa | Bs. | 1era Losa | Bs. | | | | | | | |
| | . 1/2 | 67 | 6 | | 28 | 1876 | 55 | 3685 | | | | | | | 0,20 |
| | . 3/8 | 42 | 6 | | 14 | 588 | 28 | 1155 | 3 || | | | | |
| | . 1/4 | 17 | 6 | | 35 | 595 | 80 | 1355,75 | | | | | | | |
| | | | | | 77 | 3059 | 162 | 6195,8 | | | | | | | |
| | | | | | | | | | || | | | | |
| COLUMNAS | | | | | | | | 9254,8 | | | | | | | |
| | | | | | | | | 1309,02 | | | | | | | |
| | | q | mts | Eqiv. | | | | | | | | | || |
| . 1/2 | 0 0 | 2 | 6 | 1 | 67,0 | | | | | | | | | | |
| . 3/8 | 0 0 | 2 | 6 | 1 | 42,0 | | | | | | | | | | |
|. 1/2 | 0 0 | 2 | 6 | 1 | 67,0 | | | | | | | | | | |
| . 1/4 | | | 15 | 2,5 | 42,5 | | | | | | | | | | |
| | | | | | 218,5 | | | | | || | | | |
| | | | | | 14,0 | | | | | | | | | | |
| | | | | | 3059,0 | | | | | | | | | | |
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| VIGASCOLGADAS - PLANAS | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | |
| | | q | mts | Eqiv. | | | | | | | | | | | |
| . 1/2 | 00 | 2 | 165 | 27,5 | 1842,5 | | | | | | | | | | |
| . 3/8 | 0 0 | 2 | 165 | 27,5 | 1155,0 | | | | | | | | | | |
| . 1/2 | 0...
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