| $40,000 |
| $77,000 |
| $97,500 |
| $104,000 |
| $40,000 |
| $520,000 |
| $0 |
| $104,000 |
| $2,999,950 |
| $650,000 |
| $195,000 |
| $294,970 |
| $75,000 |
| $104,000 |
| $70,000 |
| $1,560,000 |
| $125,000 |
| $104,000 |
| $200,000 |
| $10,400 |
| $650,000 |
| $11,001 |
| $5,044,000 |
| $85,000 |
| $104,000 |
| $40,000 |
| $156,000 |
| $2,800,000 |
| $45,500 |
| $2,740,000 |
| $249,000 |
| $20,000 |
| $10,038 |
| $2,700,000 |
| $1,550,000 |
| $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 |
| $93,077 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cuadrilla de cableado estructurado x 1 hora | 0.63 | 43,329 | 27,297 |
Salario diario vigente | 0.63 | 43,329 | 27,297 |
plato para keystone jack | 1 | 27,300 | 27,300 |
Cuadrilla de cableado estructurado x 1 hora | 0.063 | 43,329 | 2,730 |
Salario diario vigente | 0.063 | 43,329 | 2,730 |
Jack rj 45 de Conexión cat 6 | 1 | 35,750 | 35,750 |
Valor Adicional: | 93,077 |
| $124,800 |
| $107,900 |
| $86,658 |
| $55,590 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 0.01 | 473,449 | 4,734 |
Arena lavada de río 1 m3 | 0.0128 | 95,019 | 1,216 |
Cemento 1 Kg | 3.82 | 798 | 3,048 |
Agua para la obra 1 litro | 2.4 | 36 | 87 |
Ayudante de construcción x 1 hora | 0.002 | 9,108 | 18 |
Ayudante de construcción x 1 hora | 0.04 | 9,108 | 364 |
Bloque número 5 | 13.27 | 1,950 | 25,877 |
Valor Adicional: | 30,611 |
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 |
| $854,441 |
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 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 0.01 | 155,000 | 1,550 |
Durmiente ordinario 0,04x0.04x3,00 m. | 1 | 30,000 | 30,000 |
Tabla chapa ordinario 0.02x0.3x3 m | 1 | 32,500 | 32,500 |
Vara clavo 3m | 0.17 | 20,100 | 3,417 |
Valor Adicional: | 600,522 |
| $54,900 |
| $1 |
| $96,550 |