| $161,800 |
| $261,150 |
| $89,350 |
| $695,000 |
| $75,400 |
| $75,850 |
| $69,450 |
| $197,900 |
| $164,950 |
| $266,947 |
| $30,500 |
| $6,921,250 |
| $74,000,000 |
| $54,600 |
| $53,500 |
| $4,549,600 |
| $70,000 |
| $58,350 |
| $2,663,050 |
| $55,100 |
| $192,650 |
| $257,000 |
| $681,500 |
| $321,000 |
| $114,000 |
| $498,500 |
| $308,000 |
| $293,700 |
| $195,000 |
| $1,000,000 |
| $87,000 |
| $261,350 |
| $248,040 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 47.7 | 5,200 | 248,040 |
Valor Adicional: | 248,040 |
| $42,000 |
| $451,000 |
| $104,000 |
| $235,500 |
| $134,000 |
| $29,000 |
| $238,310 |
| $246,100 |
| $99,000 |
| $70,000 |
| $50,200 |
| $1,066,110 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 1.176 | 95,019 | 111,742 |
Arena lavada de río 6 m3 | 0.1960392 | 570,000 | 111,742 |
Cemento 1 Kg | 735 | 798 | 586,530 |
Cemento, bulto de 50 Kg | 14.7 | 39,900 | 586,530 |
Triturado de 3/4" x 1 m3 | 1.764 | 150,500 | 265,482 |
Grava 3/4" x 6 m3 | 0.29400000588 | 903,000 | 265,482 |
Agua para la obra 1 litro | 399 | 36 | 14,524 |
Salario mínimo mensual vigente, base | 0.011172 | 1,300,000 | 14,524 |
Valor Adicional: | 978,278 |
| $187,800 |
| $34,000 |
| $33,400 |
| $44,000 |
| $48,200 |
| $25,000 |
| $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 |
| $230,500 |
| $125,200 |
| $87,000 |
| $0 |
| $195,000 |
| $50,000 |
| $39,850 |
| $699,000 |
| $7,720,000 |
| $28,350 |
| $90,700 |
| $210,000 |
| $12,843,900 |
| $107,200 |
| $44,300 |
| $2,380,250 |
| $48,750 |
| $140,800 |
| $111,000 |
| $80,000 |
| $18,850,900 |
| $830,000 |
| $43,400 |
| $18,850,900 |
| $805,000 |
| $31,000 |
| $128,100 |
| $2,168,000 |
| $5,200 |
| $21,000 |
| $127,900 |
| $62,400 |
| $1,418,000 |
| $110,063,000 |
| $2,990,000 |
| $343,500 |
| $104,000 |
| $650,000 |
| $9,999,000 |
| $6,407,800 |
| $565,500 |
| $23,700 |
| $440,000 |
| $121,750 |
| $35,200 |
| $283,500 |
| $908,040 |
| $502,320 |
| $1,265,460 |
| $13,213 |
| $33,300 |
| $624,945,100 |
| $50,000 |
| $2,757,930 |
| $34,150 |
| $471,500 |
| $23,065 |
| $94,300 |
| $30,000 |
| $3,202,290 |
| $391,230 |
| $400,000 |
| $23,065 |
| $3,800,000 |
| $4,380,810 |
| $90,300 |
| $25,000 |
| $199,873 |
| $163,100 |
| $39,400 |
| $1,482,810 |
| $192,000 |
| $1,743,630 |
| $100,000 |
| $475,400 |
| $235,600 |
| $25,350 |
| $44,047 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Adaptador PVC macho roscado presión de 1/2" x 10 unidades | 0.2 | 20,300 | 4,060 |
Cinta de teflón de 1/2" x 8 m PTFE THREAD, caja de 10 unidades | 0.05 | 30,700 | 1,535 |
Codo PVC 90° presión de 1/2" x 10 unidades | 0.1 | 45,000 | 4,500 |
Soldadura para PVC 1/4 de galón | 0.04 | 53,500 | 2,140 |
Tubo liso presión 1/2" RDE 9, 3 m, 8 unidades | 0.015 | 77,000 | 1,155 |
Valor Adicional: | 13,390 |
| $69,900 |
| $10,192,000 |
| $30,900 |
| $75,000 |
| $20,300 |
| $30,700 |
| $25,500 |
| $56,450 |
| $83,000 |
| $93,000 |
| $1,735,050 |
| $67,700 |
| $28,800 |
| $76,650 |
| $292,950 |
| $24,100 |
| $51,750 |
| $185,000 |
| $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 |
| $22,600 |
| $5,000 |
| $207,400 |
| $97,500 |
| $63,100 |
| $221,150 |
| $31,350 |
| $20,400 |
| $32,000 |
| $2,699,900 |
| $239,700 |
| $0 |
| $0 |
| $99,900 |
| $197,850 |
| $183,700 |
| $182,832,000 |
| $65,650 |
| $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 |
| $27,650 |
| $307,900 |
| $26,500 |
| $8,636,000 |
| $25,600 |
| $105,300 |
| $81,550 |
| $22,000 |
| $296,000 |
| $0 |
| $29,850 |
| $267,100 |
| $54,500 |
| $80,600 |
| $42,000 |
| $37,800 |
| $94,000 |
| $563,839 |
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 | 420 | 798 | 335,160 |
Cemento, bulto de 50 Kg | 8.4 | 39,900 | 335,160 |
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: | 482,471 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cuadrilla 7 (8 obreros) x jornal | 0.125 | 578,347 | 72,293 |
Salario mínimo mensual vigente, incluyendo complementos | 0.0333375 | 2,168,530 | 72,293 |
Oficial de construcción x hora | 0.125 | 15,397 | 1,925 |
Salario mínimo mensual vigente, incluyendo complementos | 0.0008875 | 2,168,530 | 1,925 |
Valor Adicional: | 74,218 |
| $8,050 |
| $2,230,090,899 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Puente Bailey, servicio de Elaboración del presupuesto de construcción | 3 | 1,199,995 | 3,599,985 |
Hora de ingeniero | 97.0821 | 37,082 | 3,599,985 |
Puente, diseño estructural x 1 m2 | 366 | 246,975 | 90,392,960 |
Salario diario vigente | 2086.2 | 43,329 | 90,392,960 |
Valor Adicional: | 93,992,945 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-50 tipo perfil x 1 Kg | 145800 | 8,050 | 1,173,690,000 |
Soldador mano de obra x hora | 26250 | 16,640 | 436,800,000 |
Salario mínimo mensual vigente, base | 336 | 1,300,000 | 436,800,000 |
Valor Adicional: | 1,610,490,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 45 | 533,055 | 23,987,487 |
Arena lavada de río 1 m3 | 26.46 | 95,019 | 2,514,203 |
Cemento 1 Kg | 16537.5 | 798 | 13,196,925 |
Triturado de 3/4" x 1 m3 | 39.69 | 150,500 | 5,973,345 |
Agua para la obra 1 litro | 8977.5 | 36 | 326,781 |
Mezcladora 1 bulto, alquiler x hora | 21.6 | 7,150 | 154,440 |
Cuadrilla 7 (8 obreros) x jornal | 3.15 | 578,347 | 1,821,793 |
Acero G-60 x 1 Kg | 39000 | 5,200 | 202,800,000 |
Valor Adicional: | 226,787,487 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Replanteo Arquitectónico X 1 m2 | 1500 | 10,038 | 15,056,469 |
Cuerda de Nylon 100 m x 0,50 mm | 75 | 50,900 | 3,817,500 |
Estaca de Madera Ø=0.05 L=0.60 m | 750 | 6,100 | 4,575,000 |
| 15 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 24.6 | 24,504 | 602,808 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 247.35 | 24,504 | 6,061,161 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Estudio de suelos y geotecnia desde | 12 | 4,147,000 | 49,764,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 36 | 650,000 | 23,400,000 |
Ensayo SPT | 12 | 247,000 | 2,964,000 |
Informe Geotécnico y recomendaciones de construcción | 12 | 1,950,000 | 23,400,000 |
Valor Adicional: | 64,820,469 |
| $289,800 |
| $80,000 |
| $430,000 |
| $13,900 |
| $16,300,000 |
| $755,000 |
| $2,503,200 |
| $2,422,700 |
| $2,300,000 |
| $2,855,000 |
| $969,000 |
| $663,000 |
| $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 |
| $50,000 |
| $1,014 |
| $5,185 |
| $3,499,000 |
| $266,000 |
| $599,000 |
| $1,075,000 |
| $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 |
| $55,000 |
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