| $30,600 |
| $77,777,777 |
| $897,000 |
| $43,350 |
| $546,950 |
| $93,400 |
| $7,150 |
| $119,600 |
| $5,025,000 |
| $120,900 |
| $22,400 |
| $162,500 |
| $0 |
| $36,500 |
| $6,250 |
| $262,200 |
| $560,000 |
| $534,000 |
| $227,500 |
| $2,369,150 |
| $88,600 |
| $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 |
| $114,150 |
| $146,450 |
| $97,500 |
| $53,450 |
| $142,150 |
| $75,000 |
| $75,000 |
| $27,500 |
| $58,550 |
| $79,000 |
| $597,000 |
| $51,250 |
| $22,347 |
| $97,500 |
| $179,000 |
| $805,000 |
| $74,150 |
| $491,000 |
| $4,380,810 |
| $199,450 |
| $253,700 |
| $391,230 |
| $1,482,810 |
| $1,743,630 |
| $42,250 |
| $2,757,930 |
| $34,509 |
| $84,500 |
| $490,000 |
| $6,407,800 |
| $1,081,920 |
| $623,070 |
| $45,000 |
| $130,000 |
| $260,000 |
| $169,000 |
| $150,300 |
| $105,300 |
| $105,300 |
| $146,875 |
| $43,500 |
| $152,700 |
| $429,000 |
| $94,550 |
| $101,400 |
| $130,000 |
| $35,950 |
| $104,000 |
| $140,000 |
| $338,000 |
| $156,400 |
| $95,000 |
| $34,050 |
| $370,500 |
| $28,550 |
| $97,500 |
| $40,000 |
| $287,196 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Estructura de pavimento flexible, presupuesto de construcción de 1 Km de vía 7 m de ancho | 0.0001428571 | 2,010,375,000 | 287,196 |
Diseño de pavimento por unidad homogénea de diseño, según cbr y tránsito | 0.0004285713 | 3,900,000 | 1,671 |
Subbase triturada de 2" x 1 m3 | 0.29999991 | 125,200 | 37,560 |
Base granular de 1 1/2" x m3 | 0.29999991 | 126,550 | 37,965 |
Asfalto 60/70 por tonelada | 0.09999997 | 2,100,000 | 210,000 |
Valor Adicional: | 287,196 |
| $84,000 |
| $20,907 |
| $80,000 |
| $140,813 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0.2 | 5,200 | 1,040 |
Salario mínimo mensual vigente, base | 0.0008 | 1,300,000 | 1,040 |
Transporte 1 tonelada x 1 kilómetro | 0.04 | 3,900 | 156 |
Salario mínimo mensual vigente, base | 0.00012 | 1,300,000 | 156 |
Valor Adicional: | 1,196 |
| $9,900 |
| $130,000 |
| $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 |
| $50,000 |
| $75,900 |
| $63,000 |
| $104,000 |
| $294,970 |