| $261,350 |
| $85,650 |
| $114,500 |
| $78,950 |
| $689,200 |
| $88,500 |
| $579,600 |
| $33,700 |
| $2,137,650 |
| $1,581,250 |
| $57,900 |
| $176,650 |
| $120,000 |
| $1,785,069 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 1.8 | 95,019 | 171,034 |
Arena lavada de río 6 m3 | 0.30006 | 570,000 | 171,034 |
Cemento 1 Kg | 1500 | 798 | 1,197,000 |
Cemento, bulto de 50 Kg | 30 | 39,900 | 1,197,000 |
Triturado de 3/4" x 1 m3 | 1.8 | 150,500 | 270,900 |
Grava 3/4" x 6 m3 | 0.300000006 | 903,000 | 270,900 |
Valor Adicional: | 1,638,934 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cuadrilla 7 (8 obreros) x jornal | 0.21 | 578,347 | 121,453 |
Salario mínimo mensual vigente, incluyendo complementos | 0.056007 | 2,168,530 | 121,453 |
Oficial de construcción x hora | 0.21 | 15,397 | 3,233 |
Salario mínimo mensual vigente, incluyendo complementos | 0.001491 | 2,168,530 | 3,233 |
Valor Adicional: | 124,686 |
| $1,728,825 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario diario vigente | 39.9 | 43,329 | 1,728,827 |
Salario mínimo mensual vigente, base | 1.329867 | 1,300,000 | 1,728,827 |
Valor Adicional: | 1,728,827 |
| $1,134,000 |
| $2,350,600 |
| $232,500 |
| $550,000 |
| $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 |
| $802,450 |
| $6,600,000 |
| $1,885,050 |
| $6,039,000 |
| $4,559,900 |
| $60,400 |
| $42,000 |
| $70,200 |
| $45,500 |
| $42,900 |
| $361,400 |
| $94,600 |
| $463,450 |
| $75,750 |
| $92,000 |
| $950,000 |
| $641,000 |
| $70,000 |
| $119,700 |
| $37,450 |
| $2,855,000 |
| $210,800 |
| $1,575,000 |
| $165,000 |
| $440,000 |
| $5,185 |
| $28,200 |
| $89,350 |
| $28,200 |
| $94,900 |
| $4,420,000 |
| $672,000 |
| $1,150,000 |
| $2,915,000 |
| $2,503,200 |
| $65,500 |
| $30,700 |
| $31,250 |
| $341,200 |
| $582,500 |
| $134,000 |
| $693,650 |
| $543,900 |
| $39,550,000 |
| $1,550,000 |
| $2,422,700 |
| $39,200 |
| $125,200 |
| $223,000 |
| $3,990,000 |
| $1,112,456 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Hora de ingeniero | 30 | 37,082 | 1,112,456 |
Salario mínimo mensual vigente, incluyendo complementos | 0.513 | 2,168,530 | 1,112,456 |
Valor Adicional: | 1,112,456 |
| $28,200 |
| $1,975,000 |
| $4,443,150 |
| $37,700 |
| $121,750 |
| $55,350 |
| $378,150 |
| $28,200 |
| $441,500 |
| $0 |
| $414,700 |
| $1,101,600 |
| $63,100 |
| $565,500 |
| $491,200 |
| $3,499,000 |
| $94,300 |
| $471,500 |
| $499,000 |
| $45,700 |
| $80,000 |
| $336,100 |
| $104,000 |
| $87,000 |
| $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 |
| $0 |
| $102,600 |
| $4,551 |
| $50,000 |
| $468,000 |
| $293,700 |
| $24,000 |
| $3,800,000 |
| $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 |
| $465,000,000 |
| $50,000 |
| $330,350 |
| $99,900 |
| $294,970 |
| $31,600 |
| $38,450 |
| $47,000 |
| $238,310 |
| $650,000 |
| $1,000,000 |
| $124,020 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 23.85 | 5,200 | 124,020 |
Valor Adicional: | 124,020 |
| $67,550 |
| $51,500 |
| $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 |
| $39,500 |
| $210,000 |
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