| $6,760 |
| $182,000 |
| $884,910 |
| $140,850 |
| $90,300 |
| $39,400 |
| $33,300 |
| $35,900 |
| $95,000 |
| $260,000 |
| $78,000 |
| $199,873 |
| $33,400 |
| $78,000 |
| $86,658 |
| $20,000 |
| $5,850,000 |
| $4,551 |
| $589,139 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 0.588 | 95,019 | 55,871 |
Arena lavada de río 6 m3 | 0.0980196 | 570,000 | 55,871 |
Cemento 1 Kg | 367.5 | 798 | 293,265 |
Cemento, bulto de 50 Kg | 7.35 | 39,900 | 293,265 |
Triturado de 3/4" x 1 m3 | 0.882 | 150,500 | 132,741 |
Grava 3/4" x 6 m3 | 0.14700000294 | 903,000 | 132,741 |
Agua para la obra 1 litro | 199.5 | 36 | 7,262 |
Salario mínimo mensual vigente, base | 0.005586 | 1,300,000 | 7,262 |
Valor Adicional: | 489,139 |
| $102,150 |
| $25,000 |
| $34,650 |
| $51,500 |
| $261,350 |
| $104,000 |
| $24,000 |
| $681,500 |
| $33,350 |
| $5,950,000 |
| $104,000 |
| $226,000 |
| $650,000 |
| $25,500 |
| $209,700 |
| $96,000,000 |
| $97,500 |
| $2,535,000 |
| $41,400 |
| $59,900 |
| $76,750 |
| $7,581 |
| $533,055 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 0.588 | 95,019 | 55,871 |
Arena lavada de río 6 m3 | 0.0980196 | 570,000 | 55,871 |
Cemento 1 Kg | 367.5 | 798 | 293,265 |
Cemento, bulto de 50 Kg | 7.35 | 39,900 | 293,265 |
Triturado de 3/4" x 1 m3 | 0.882 | 150,500 | 132,741 |
Grava 3/4" x 6 m3 | 0.14700000294 | 903,000 | 132,741 |
Agua para la obra 1 litro | 199.5 | 36 | 7,262 |
Salario mínimo mensual vigente, base | 0.005586 | 1,300,000 | 7,262 |
Valor Adicional: | 489,139 |
| $63,150 |
| $61,750 |
| $47,400 |
| $91,000 |
| $70,000 |
| $269,000 |
| $200,000 |
| $125,654 |
| $70,350 |
| $187,350 |
| $380,000 |
| $2,010,375,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Diseño de pavimento por unidad homogénea de diseño, según cbr y tránsito | 3 | 3,900,000 | 11,700,000 |
Salario mínimo mensual vigente, base | 9 | 1,300,000 | 11,700,000 |
Valor Adicional: | 11,700,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Subbase triturada de 2" x 1 m3 | 2100 | 125,200 | 262,920,000 |
Base granular de 1 1/2" x m3 | 2100 | 126,550 | 265,755,000 |
Asfalto 60/70 por tonelada | 700 | 2,100,000 | 1,470,000,000 |
Valor Adicional: | 1,998,675,000 |
| $238,310 |
| $125,654 |
| $795,000 |
| $430,000 |
| $125,654 |
| $125,654 |
| $238,310 |
| $1,447,300 |
| $0 |
| $125,654 |
| $40,000 |