| $253,700 |
| $261,350 |
| $85,650 |
| $105,000 |
| $210,000 |
| $344,600 |
| $28,200 |
| $28,200 |
| $65,000 |
| $176,650 |
| $64,200 |
| $299,000 |
| $347,000 |
| $173,800 |
| $597,000 |
| $2,200,000 |
| $1,497,000 |
| $88,500 |
| $94,300 |
| $7,999,000 |
| $950,000 |
| $1,975,000 |
| $30,700 |
| $114,150 |
| $75,750 |
| $138,250 |
| $378,150 |
| $341,200 |
| $414,700 |
| $661,400 |
| $162,500 |
| $66,000 |
| $63,100 |
| $491,200 |
| $28,200 |
| $146,450 |
| $31,600 |
| $491,000 |
| $88,600 |
| $92,000 |
| $2,369,150 |
| $130,000 |
| $28,400 |
| $3,572,000 |
| $60,400 |
| $5,025,000 |
| $1,885,050 |
| $319,100 |
| $262,200 |
| $28,200 |
| $28,200 |
| $56,600 |
| $78,000 |
| $62,000 |
| $501,650 |
| $227,500 |
| $802,450 |
| $120,900 |
| $45,000 |
| $307,950 |
| $41,400 |
| $135,900 |
| $69,900 |
| $543,900 |
| $1,550,000 |
| $672,000 |
| $317,100 |
| $582,500 |
| $58,000 |
| $874,550 |
| $84,150 |
| $785,000 |
| $117,100 |
| $210,800 |
| $49,450 |
| $57,900 |
| $70,200 |
| $257,900 |
| $8,200 |
| $63,200 |
| $29,200 |
| $45,800 |
| $80,200 |
| $219,000 |
| $39,450 |
| $15,000 |
| $160,000 |
| $312,000 |
| $8,200 |
| $71,000 |
| $0 |
| $12,350,000 |
| $444,750 |
| $3,560,000 |
| $31,750 |
| $227,950,000 |
| $130,000 |
| $54,900 |
| $1,340,900 |
| $30,800 |
| $818,067 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 1 | 533,055 | 533,055 |
Arena lavada de río 1 m3 | 0.588 | 95,019 | 55,871 |
Cemento 1 Kg | 367.5 | 798 | 293,265 |
Triturado de 3/4" x 1 m3 | 0.882 | 150,500 | 132,741 |
Agua para la obra 1 litro | 199.5 | 36 | 7,262 |
Mezcladora 1 bulto, alquiler x hora | 0.48 | 7,150 | 3,432 |
Cuadrilla 7 (8 obreros) x jornal | 0.07 | 578,347 | 40,484 |
Listón 3 cm x 3 cm x 3 m de largo aproximadamente | 2.96 | 13,000 | 38,480 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 0.15 | 155,000 | 23,250 |
Repisa 2.8 m x 0,075 m x 0.037 m | 0.36 | 10,000 | 3,600 |
| 1.31 | 0 | 0 |
Valor Adicional: | 598,385 |
| $10,400,000 |
| $616,700 |
| $1,313,900 |
| $49,900 |
| $3,120,000 |
| $980,500 |
| $465,000,000 |
| $1,560,000 |
| $0 |
| $777,400 |
| $83,000 |
| $27,650 |
| $35,777,000 |
| $199,700 |
| $51,750 |
| $199,000 |
| $2,340 |
| $565,500 |
| $329,674 |
| $1,349,000 |
| $1,650,000 |
| $325,500 |
| $260,000 |
| $69,650 |
| $29,500 |
| $155,150 |
| $469,700 |
| $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 |
| $41,200 |
| $79,000 |
| $39,850 |
Los productos marcados con *** no estan disponibles en cantidad que quiere.
De todas formas, puede comprar los que hay disponibles y el resto se lo enviamos mas tarde o esperar a que el stock este nuevamente disponible.