| $145,950 |
| $85,000 |
| $80,000 |
| $28,200 |
| $69,700 |
| $195,000 |
| $48,550 |
| $40,000 |
| $24,850 |
| $26,850 |
| $27,300 |
| $23,550 |
| $25,400 |
| $40,000 |
| $5,000,000 |
| $40,000 |
| $43,000 |
| $5,044,000 |
| $200,000 |
| $70,000 |
| $26,100 |
| $172,000 |
| $23,900 |
| $32,500 |
| $131,100 |
| $42,500 |
| $98,700 |
| $1,190,046 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 1.2 | 95,019 | 114,023 |
Arena lavada de río 6 m3 | 0.20004 | 570,000 | 114,023 |
Cemento 1 Kg | 1000 | 798 | 798,000 |
Cemento, bulto de 50 Kg | 20 | 39,900 | 798,000 |
Triturado de 3/4" x 1 m3 | 1.2 | 150,500 | 180,600 |
Grava 3/4" x 6 m3 | 0.200000004 | 903,000 | 180,600 |
Valor Adicional: | 1,092,623 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cuadrilla 7 (8 obreros) x jornal | 0.14 | 578,347 | 80,969 |
Salario mínimo mensual vigente, incluyendo complementos | 0.037338 | 2,168,530 | 80,969 |
Oficial de construcción x hora | 0.14 | 15,397 | 2,156 |
Salario mínimo mensual vigente, incluyendo complementos | 0.000994 | 2,168,530 | 2,156 |
Valor Adicional: | 83,124 |
| $88,850 |
| $550,000 |
| $95,500 |
| $32,550 |
| $1,300,000 |
| $6,760 |
| $5,043 |
| $195,000 |
| $34,250 |
| $47,572,000 |
| $23,500 |
| $295,000 |
| $493,950 |
| $45,750 |
| $89,900 |
| $52,900 |
| $45,250 |
| $49,050 |
| $380,000 |
| $395,000 |
| $111,800 |
| $78,000 |
| $58,730 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Canaleta 60 mm x 40 mm y 2 m de longitud | 0.5 | 42,500 | 21,250 |
Anclaje, chazo plástico 1/4" x 1 1/4" con tornillo, 1000 unidades | 0.0003 | 145,950 | 44 |
Cuadrilla de cableado estructurado x 1 hora | 0.54 | 43,329 | 23,398 |
Salario diario vigente | 0.54 | 43,329 | 23,398 |
Cuadrilla de cableado estructurado x 1 hora | 0.054 | 43,329 | 2,340 |
Salario diario vigente | 0.054 | 43,329 | 2,340 |
Cuadrilla de cableado estructurado x 1 hora | 0.27 | 43,329 | 11,699 |
Salario diario vigente | 0.27 | 43,329 | 11,699 |
Valor Adicional: | 58,730 |
| $120,000 |
| $78,000 |
| $1,418,000 |
| $99,000 |
| $43,400 |
| $27,650 |
| $50,000 |
| $76,750 |
| $93,900 |
| $38,600 |
| $157,300 |
| $115,750 |
| $111,000 |
| $28,000 |
| $338,250 |
| $479,050 |
| $50,200 |
| $707,325 |
| $7,581 |
| $73,450 |
| $143,300 |
| $73,950 |
| $3,990,000 |
| $36,650 |
| $114,700 |
| $20,500 |
| $31,850 |
| $310,900 |
| $355,000 |
| $77,000 |
| $212,750 |
| $88,900 |
| $84,500 |
| $62,050 |
| $96,500 |
| $0 |
| $104,000 |
| $99,000 |
| $65,450 |
| $25,500 |
| $11,001 |
| $490,000 |
| $30,250 |
| $88,900 |
| $140,800 |
| $128,100 |
| $36,000 |
| $0 |
| $104,000 |
| $120,000 |
| $617,231,345 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-50 tipo perfil x 1 Kg | 35000 | 8,050 | 281,750,000 |
Soldador mano de obra x hora | 8750 | 16,640 | 145,600,000 |
Salario mínimo mensual vigente, base | 112 | 1,300,000 | 145,600,000 |
Valor Adicional: | 427,350,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 15 | 533,055 | 7,995,829 |
Arena lavada de río 1 m3 | 8.82 | 95,019 | 838,068 |
Cemento 1 Kg | 5512.5 | 798 | 4,398,975 |
Triturado de 3/4" x 1 m3 | 13.23 | 150,500 | 1,991,115 |
Agua para la obra 1 litro | 2992.5 | 36 | 108,927 |
Mezcladora 1 bulto, alquiler x hora | 7.2 | 7,150 | 51,480 |
Cuadrilla 7 (8 obreros) x jornal | 1.05 | 578,347 | 607,264 |
Acero G-60 x 1 Kg | 13000 | 5,200 | 67,600,000 |
Valor Adicional: | 75,595,829 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Replanteo Arquitectónico X 1 m2 | 200 | 10,038 | 2,007,529 |
Cuerda de Nylon 100 m x 0,50 mm | 10 | 50,900 | 509,000 |
Estaca de Madera Ø=0.05 L=0.60 m | 100 | 6,100 | 610,000 |
| 2 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 3.28 | 24,504 | 80,374 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 32.98 | 24,504 | 808,155 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Estudio de suelos y geotecnia desde | 1 | 4,147,000 | 4,147,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 3 | 650,000 | 1,950,000 |
Ensayo SPT | 1 | 247,000 | 247,000 |
Informe Geotécnico y recomendaciones de construcción | 1 | 1,950,000 | 1,950,000 |
Valor Adicional: | 6,154,529 |
| $58,000 |
| $10,400 |
| $289,800 |
| $54,900 |
| $2,999,950 |
| $374,750 |
| $187,800 |
| $29,700 |
| $35,500 |
| $166,100 |
| $2,915,000 |
| $249,300 |
| $34,150 |
| $175,800 |
| $139,848 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Ladrillo Rejilla | 68 | 1,550 | 105,400 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 0.02 | 473,449 | 9,469 |
Arena lavada de río 1 m3 | 0.0256 | 95,019 | 2,432 |
Cemento 1 Kg | 7.64 | 798 | 6,097 |
Agua para la obra 1 litro | 4.8 | 36 | 175 |
Ayudante de construcción x 1 hora | 0.004 | 9,108 | 36 |
Ayudante de construcción x 1 hora | 0.08 | 9,108 | 729 |
Valor Adicional: | 114,869 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0.3675 | 5,200 | 1,911 |
Salario mínimo mensual vigente, base | 0.00147 | 1,300,000 | 1,911 |
Transporte 1 tonelada x 1 kilómetro | 0.04 | 3,900 | 156 |
Salario mínimo mensual vigente, base | 0.00012 | 1,300,000 | 156 |
Valor Adicional: | 2,067 |
| $6,700 |
| $39,400 |
| $14,100 |
| $90,300 |
| $43,600 |
| $174,200 |
| $91,000 |
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.