| $33,750 |
| $34,750 |
| $23,450 |
| $49,100 |
| $73,800 |
| $429,000 |
| $1,850,000 |
| $109,000 |
| $37,600 |
| $333,000 |
| $59,700 |
| $189,000 |
| $785,000 |
| $97,500 |
| $91,000 |
| $227,500 |
| $42,150 |
| $650,000 |
| $1,040,000 |
| $18,976,000 |
| $1,550,000 |
| $17,000 |
| $650,000 |
| $131,700 |
| $320,000 |
| $0 |
| $20,280 |
| $1,199,995 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Hora de ingeniero | 32.3607 | 37,082 | 1,199,995 |
Salario mínimo mensual vigente, incluyendo complementos | 0.55336797 | 2,168,530 | 1,199,995 |
Valor Adicional: | 1,199,995 |
| $50,000 |
| $45,500 |
| $390,000 |
| $99,150 |
| $14,000 |
| $33,750 |
| $120,900 |
| $26,550 |
| $31,200 |
| $0 |
| $8,897,000 |
| $1,650,000 |
| $35,400 |
| $59,386 |
| $260,000 |
| $4,549,545 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario diario vigente | 105 | 43,329 | 4,549,545 |
Salario mínimo mensual vigente, base | 3.49965 | 1,300,000 | 4,549,545 |
Valor Adicional: | 4,549,545 |
| $1,430,000 |
| $133,200 |
| $105,300 |
| $611,310 |
| $58,550 |
| $286,000 |
| $497,000 |
| $91,000 |
| $11,000 |
| $33,100 |
| $28,597 |
| $92,000 |
| $188,000 |
| $25,000 |
| $0 |
| $447,000 |
| $50,350 |
| $90,000 |
| $320,000 |
| $520,000 |
| $195,000 |
| $650,000 |
| $92,000 |
| $780,000 |
| $78,000 |
| $8,944 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 1.72 | 5,200 | 8,944 |
Valor Adicional: | 8,944 |
| $145,000 |
| $69,900 |
| $174,000 |
| $97,500 |
| $180,000 |
| $79,900 |
| $430,000 |
| $107,900 |
| $200,000,000,000 |
| $124,800 |
| $897,000 |
| $195,000 |
| $238,000 |
| $13,900 |
| $91,000 |
| $286,000 |
| $1,235,000 |
| $82,000 |
| $6,325,000 |
| $98,100 |
| $37,300 |
| $34,250 |
| $85,000 |
| $89,800 |
| $325,000 |
| $95,019 |
| $102,700 |
| $338,000 |
| $4,750,000 |
| $153,600 |
| $150,900 |
| $390,000 |
| $210,600 |
| $3,750,000 |
| $26,650 |
| $260,000 |
| $105,300 |
| $94,300 |
| $190,000 |
| $0 |
| $20,000 |
| $325,000 |
| $91,000 |
| $200,000 |
| $294,500 |
| $99,000 |
| $126,000 |
| $43,350 |
| $130,000 |
| $57,000 |
| $62,000 |
| $39,900 |
| $79,000 |
| $45,000 |
| $277,850 |
| $49,900 |
| $96,642,307 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 51.58 | 533,055 | 27,494,990 |
Arena lavada de río 1 m3 | 30.32904 | 95,019 | 2,881,835 |
Cemento 1 Kg | 18955.65 | 798 | 15,126,609 |
Triturado de 3/4" x 1 m3 | 45.49356 | 150,500 | 6,846,781 |
Agua para la obra 1 litro | 10290.21 | 36 | 374,564 |
Mezcladora 1 bulto, alquiler x hora | 24.7584 | 7,150 | 177,023 |
Cuadrilla 7 (8 obreros) x jornal | 3.6106 | 578,347 | 2,088,180 |
Acero G-60 x 1 Kg | 2170 | 5,200 | 11,284,000 |
Cuadrilla de albañileria x 1 Hora | 800 | 24,504 | 19,603,511 |
Oficial de construcción x hora | 800 | 15,397 | 12,317,250 |
Ayudante de construcción x 1 hora | 800 | 9,108 | 7,286,261 |
Valor Adicional: | 58,382,502 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 5 | 533,055 | 2,665,276 |
Arena lavada de río 1 m3 | 2.94 | 95,019 | 279,356 |
Cemento 1 Kg | 1837.5 | 798 | 1,466,325 |
Triturado de 3/4" x 1 m3 | 4.41 | 150,500 | 663,705 |
Agua para la obra 1 litro | 997.5 | 36 | 36,309 |
Mezcladora 1 bulto, alquiler x hora | 2.4 | 7,150 | 17,160 |
Cuadrilla 7 (8 obreros) x jornal | 0.35 | 578,347 | 202,421 |
Acero G-60 x 1 Kg | 1300 | 5,200 | 6,760,000 |
Valor Adicional: | 9,425,276 |
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 |
| $40,600 |
| $130,000 |
| $34,250 |
| $141,400 |
| $130,000 |
| $31,450 |
| $295,000 |
| $576,000 |
| $43,000 |
| $2,990,000 |
| $28,600,000 |
| $179,000 |
| $30,250 |
| $0 |
| $45,000 |
| $87,500 |
| $1,950,000 |
| $208,000 |
| $111,550 |
| $29,950 |
| $90,750 |
| $41,000 |
| $75,000 |
| $20,300 |
| $37,900 |
| $247,000 |
| $39,300 |
| $31,600 |
| $1 |
| $61,550 |
| $1 |
| $508,750 |
| $274,500 |
| $3,120,000 |
| $28,550 |
| $39,850 |
| $38,130 |
| $27,500 |
| $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 |
| $91,000 |
| $627,000 |
| $33,650 |
| $690,800 |
| $572,000 |
| $357,200 |
| $669,850 |
| $595,023 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 0.6 | 95,019 | 57,011 |
Arena lavada de río 6 m3 | 0.10002 | 570,000 | 57,011 |
Cemento 1 Kg | 500 | 798 | 399,000 |
Cemento, bulto de 50 Kg | 10 | 39,900 | 399,000 |
Triturado de 3/4" x 1 m3 | 0.6 | 150,500 | 90,300 |
Grava 3/4" x 6 m3 | 0.100000002 | 903,000 | 90,300 |
Valor Adicional: | 546,311 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cuadrilla 7 (8 obreros) x jornal | 0.07 | 578,347 | 40,484 |
Salario mínimo mensual vigente, incluyendo complementos | 0.018669 | 2,168,530 | 40,484 |
Oficial de construcción x hora | 0.07 | 15,397 | 1,078 |
Salario mínimo mensual vigente, incluyendo complementos | 0.000497 | 2,168,530 | 1,078 |
Valor Adicional: | 41,562 |
| $418,000 |
| $2,576,000 |
| $47,000 |
| $8,636,000 |
| $1,655,000 |
| $16,300,000 |
| $2,777,000 |
| $82,300 |
| $855,350 |
| $64,446 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 2.67 | 5,200 | 13,884 |
Salario mínimo mensual vigente, base | 0.01068 | 1,300,000 | 13,884 |
Transporte 1 tonelada x 1 kilómetro | 0.04 | 3,900 | 156 |
Salario mínimo mensual vigente, base | 0.00012 | 1,300,000 | 156 |
Valor Adicional: | 14,040 |
| $1,070,000 |
| $740,925 |
| $267,500 |
| $41,400 |
| $35,500 |
| $32,550 |
| $31,600 |
| $78,500 |
| $1,343,500 |
| $34,050 |
| $33,400 |
| $35,800 |
| $53,600 |
| $624,945,100 |
| $30,750 |
| $104,000 |
| $40,150 |
| $36,550 |
| $97,500 |
| $197,200 |
| $8,666 |
| $73,200 |
| $172,000 |
| $65,300 |
| $104,000 |
| $417,850 |
| $97,500 |
| $32,550 |
| $84,150 |
| $25,000 |
| $30,800 |
| $63,155 |
| $475,400 |
| $90,000 |
| $28,890 |
| $57,000 |
| $12,038,000 |
| $86,750 |
| $44,850 |
| $3,019,500 |
| $307,900 |
| $26,777 |
| $212,700 |
| $39,450 |
| $39,308 |
| $30,000 |
| $235,600 |
| $992,730,233 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Puente Bailey, servicio de Elaboración del presupuesto de construcción | 1 | 1,199,995 | 1,199,995 |
Hora de ingeniero | 32.3607 | 37,082 | 1,199,995 |
Puente, diseño estructural x 1 m2 | 122 | 246,975 | 30,130,987 |
Salario diario vigente | 695.4 | 43,329 | 30,130,987 |
Valor Adicional: | 31,330,982 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero galvanizado G-50 tipo perfil x 1 Kg | 48600 | 13,181 | 640,596,600 |
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: | 786,196,600 |
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 | 500 | 10,038 | 5,018,823 |
Cuerda de Nylon 100 m x 0,50 mm | 25 | 50,900 | 1,272,500 |
Estaca de Madera Ø=0.05 L=0.60 m | 250 | 6,100 | 1,525,000 |
| 5 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 8.2 | 24,504 | 200,936 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 82.45 | 24,504 | 2,020,387 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Estudio de suelos y geotecnia desde | 4 | 4,147,000 | 16,588,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 12 | 650,000 | 7,800,000 |
Ensayo SPT | 4 | 247,000 | 988,000 |
Informe Geotécnico y recomendaciones de construcción | 4 | 1,950,000 | 7,800,000 |
Valor Adicional: | 21,606,823 |
| $160,000 |
| $1,350,000 |
| $2,990,000 |
| $33,750 |
| $205,000 |
| $104,000 |
| $179,794 |
| $104,000 |
| $416,000 |
| $294,970 |
| $91,000 |
| $78,000,000 |
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