| $740,925 |
| $1,190,046 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 1.2 | 95,019 | 114,023 |
Arena lavada de río 6 m3 | 0.20004 | 570,000 | 114,023 |
Cemento 1 Kg | 1000 | 798 | 798,000 |
Cemento, bulto de 50 Kg | 20 | 39,900 | 798,000 |
Triturado de 3/4" x 1 m3 | 1.2 | 150,500 | 180,600 |
Grava 3/4" x 6 m3 | 0.200000004 | 903,000 | 180,600 |
Valor Adicional: | 1,092,623 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cuadrilla 7 (8 obreros) x jornal | 0.14 | 578,347 | 80,969 |
Salario mínimo mensual vigente, incluyendo complementos | 0.037338 | 2,168,530 | 80,969 |
Oficial de construcción x hora | 0.14 | 15,397 | 2,156 |
Salario mínimo mensual vigente, incluyendo complementos | 0.000994 | 2,168,530 | 2,156 |
Valor Adicional: | 83,124 |
| $157,000 |
| $60,400 |
| $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 |
| $208,000 |
| $88,094 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Adaptador PVC macho roscado presión de 1/2" x 10 unidades | 0.4 | 20,300 | 8,120 |
Cinta de teflón de 1/2" x 8 m PTFE THREAD, caja de 10 unidades | 0.1 | 30,700 | 3,070 |
Codo PVC 90° presión de 1/2" x 10 unidades | 0.2 | 45,000 | 9,000 |
Soldadura para PVC 1/4 de galón | 0.08 | 53,500 | 4,280 |
Tubo liso presión 1/2" RDE 9, 3 m, 8 unidades | 0.03 | 77,000 | 2,310 |
Valor Adicional: | 26,780 |
| $0 |
| $91,900 |
| $445,300 |
| $4,760,500 |
| $25,500 |
| $10,192,000 |
| $4,845,400 |
| $78,000 |
| $97,500 |
| $69,900 |
| $0 |
| $587,400 |
| $699,000 |
| $5,200 |
| $12,507,952 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Sikaguard 68 Blanco Brillante | 2 | 699,000 | 1,398,000 |
Sikaplan®-12 NTR | 2 | 2,990,000 | 5,980,000 |
Sikatop - Seal 107 20 kilos | 6 | 184,900 | 1,109,400 |
Geotextil no tejido NT-1800 | 0.2 | 2,422,700 | 484,540 |
Valor Adicional: | 8,971,940 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Administración | 940000 | 1 | 940,000 |
Valor Adicional: | 940,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Imprevistos | 940000 | 1 | 940,000 |
Valor Adicional: | 940,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Utilidad | 470000 | 1 | 470,000 |
Valor Adicional: | 470,000 |
| $1,800 |
| $248,040 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 47.7 | 5,200 | 248,040 |
Valor Adicional: | 248,040 |
| $2,535,000 |
| $430,000 |
| $80,600 |
| $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 |
| $13,270,000 |
| $97,500 |
| $935,000 |
| $358,800 |
| $2,990,000 |
| $465,000,000 |
| $104,000 |
| $97,500 |
| $75,000 |
| $6,845 |
| $184,900 |
| $42,000 |
| $238,310 |
| $4,057,600 |
| $79,000 |
| $75,000 |
| $1,427,500 |
| $10,400,000 |
| $294,970 |
| $48,500 |
| $76,650 |
| $57,750 |
| $533,100 |
| $260,000 |
| $68,312 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Codo 90 x 4" cxc sanitaria Pavco caja de 6 unidades | 0.17 | 78,000 | 13,260 |
Cuadrilla de albañileria x 1 Hora | 2 | 24,504 | 49,009 |
Oficial de construcción x hora | 2 | 15,397 | 30,793 |
Ayudante de construcción x 1 hora | 2 | 9,108 | 18,216 |
Limpiador para PVC 1/4 de galón | 0.0376 | 99,000 | 3,722 |
Soldadura para PVC DE 1/4 de Galón | 0.0313 | 74,150 | 2,321 |
Vinilo tipo 2 Vinilux | 0 | 199,700 | 0 |
Valor Adicional: | 68,312 |
| $90,700 |
| $91,000 |
| $74,000 |
| $42,250 |
| $292,000 |
| $1,300,000 |
| $55,000 |
| $73,650 |
| $145,500 |
| $83,000 |
| $93,000 |
| $468,000 |
| $83,750 |
| $664,500 |
| $208,000 |
| $132,000 |
| $37,150 |
| $260,000 |
| $299,900 |
| $96,550 |
| $338,000 |
| $95,019 |
| $97,500 |
| $95,500 |
| $690,800 |
| $195,000 |
| $571,700 |
| $165,750 |
| $6,250 |
| $371,000 |
| $167,000 |
| $325,000 |
| $83,200 |
| $350,150 |
| $4,650,000 |
| $1,070,000 |
| $51,250 |
| $190,250 |