| $158,000 |
| $41,400 |
| $973,400 |
| $357,000 |
| $84,150 |
| $146,875 |
| $49,450 |
| $4,500,000 |
| $740,925 |
| $91,949 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Topex Cinta papel 75 metros x 50 mm caja de 10 unidades | 0.02 | 135,750 | 2,715 |
| 0.34 | 0 | 0 |
Vinilo , Viniltex 5 galones | 0.01 | 364,000 | 3,640 |
Angulo 6m x 25 mm x 2.5mm | 0.42 | 22,700 | 9,534 |
Vigueta 1-1/2" x 3/4" x 0.38 mm x 2.44 m | 0.65 | 4,550 | 2,958 |
Valor Adicional: | 18,847 |
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 |
| $52,950 |
| $3,551,240 |
| $28,200 |
| $35,400 |
| $24,800 |
| $8,636,000 |
| $140,000 |
| $73,800 |
| $6,000,000 |
| $55,450 |
| $33,100 |
| $3,203,250 |
| $3,087,250 |
| $29,550 |
| $47,572,000 |
| $32,000,000 |
| $260,000 |
| $2,391,250 |
| $110,063,000 |
| $1,430,000 |
| $25,000 |
| $21,710,000 |
| $35,900 |
| $135,750 |
| $195,290 |
| $31,200 |
| $430,000 |
| $182,832,000 |
| $99,900 |
| $34,500 |
| $32,200 |
| $79,150 |
| $26,550 |
| $79,800 |
| $1,350,000 |
| $10,400,000 |
| $260,000 |
| $56,900 |
| $27,250 |
| $950,000 |
| $269,000 |
| $38,390,000 |
| $9,999,000 |
| $24,900 |
| $261,350 |
| $143,300 |
| $980,500 |
| $58,000 |
| $802,450 |
| $77,000 |
| $38,950 |
| $45,450 |
| $1,346,500 |
| $33,700 |
| $11,559,100 |
| $49,900 |
| $190,000 |
| $1,236,687,602 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Puente Bailey, servicio de Elaboración del presupuesto de construcción | 2 | 1,112,456 | 2,224,912 |
Hora de ingeniero | 60 | 37,082 | 2,224,912 |
Puente, diseño estructural x 1 m2 | 244 | 246,975 | 60,261,973 |
Salario diario vigente | 1390.8 | 43,329 | 60,261,973 |
Valor Adicional: | 62,486,885 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-50 tipo perfil x 1 Kg | 70000 | 8,050 | 563,500,000 |
Soldador mano de obra x hora | 17500 | 16,640 | 291,200,000 |
Salario mínimo mensual vigente, base | 224 | 1,300,000 | 291,200,000 |
Valor Adicional: | 854,700,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 30 | 533,055 | 15,991,658 |
Arena lavada de río 1 m3 | 17.64 | 95,019 | 1,676,135 |
Cemento 1 Kg | 11025 | 798 | 8,797,950 |
Triturado de 3/4" x 1 m3 | 26.46 | 150,500 | 3,982,230 |
Agua para la obra 1 litro | 5985 | 36 | 217,854 |
Mezcladora 1 bulto, alquiler x hora | 14.4 | 7,150 | 102,960 |
Cuadrilla 7 (8 obreros) x jornal | 2.1 | 578,347 | 1,214,529 |
Acero G-60 x 1 Kg | 26000 | 5,200 | 135,200,000 |
Valor Adicional: | 151,191,658 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Replanteo Arquitectónico X 1 m2 | 400 | 10,038 | 4,015,058 |
Cuerda de Nylon 100 m x 0,50 mm | 20 | 50,900 | 1,018,000 |
Estaca de Madera Ø=0.05 L=0.60 m | 200 | 6,100 | 1,220,000 |
| 4 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 6.56 | 24,504 | 160,749 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 65.96 | 24,504 | 1,616,309 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Estudio de suelos y geotecnia desde | 2 | 4,147,000 | 8,294,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 6 | 650,000 | 3,900,000 |
Ensayo SPT | 2 | 247,000 | 494,000 |
Informe Geotécnico y recomendaciones de construcción | 2 | 1,950,000 | 3,900,000 |
Valor Adicional: | 12,309,058 |
| $73,950 |
| $42,900 |
| $579,600 |
| $220,400 |
| $91,750 |
| $70,200 |
| $58,550 |
| $735,000 |
| $178,500 |
| $145,000 |
| $50,050 |
| $402,550 |
| $140,000 |
| $1,469,000 |
| $501,650 |
| $34,650 |
| $124,000 |
| $1,259,412 |
| $3,560,000 |
| $31,600 |
| $31,950 |
| $1,699,999 |
| $33,650 |
| $31,750 |
| $363,200 |
| $65,300 |
| $114,500 |
| $57,900 |
| $1,350,000 |
| $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 |
| $463,450 |
| $19,990,000 |
| $260,000 |
| $12,350,000 |
| $85,650 |
| $654,000 |
| $307,950 |
| $256,000 |
| $35,700 |
| $1,885,050 |
| $2,200,000 |
| $2,137,650 |
| $26,450 |
| $43,350 |
| $35,500 |
| $497,000 |
| $361,400 |
| $950,000 |
| $2,650,000 |
| $28,200 |
| $63,100 |
| $28,200 |
| $125,500 |
| $1,895,000 |
| $40,150 |
| $18,250,000 |
| $110,200 |
| $465,000,000 |
| $2,625,000 |
| $73,900 |
| $441,500 |
| $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 |
| $185,000 |
| $344,600 |
| $173,800 |
| $56,600 |
| $28,250 |
| $92,000 |
| $28,200 |
| $82,850 |
| $50,700 |
| $447,000 |
| $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 |
| $338,250 |
| $68,150 |
| $8,050 |
| $355,500 |
| $45,000 |
| $188,000 |
| $777,400 |
| $641,000 |
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