| $6,228,000 |
| $617,005 |
| $19,900 |
| $49,000 |
| $33,650 |
| $34,650 |
| $458,953 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Bisagras de 3" en niquel | 0.76 | 27,250 | 20,710 |
Cuadrilla de carpintería por hora | 10.31 | 38,130 | 393,115 |
Salario diario vigente | 9.0728 | 43,329 | 393,115 |
Pegante colbón 1 galón | 0.25 | 73,000 | 18,250 |
| 0.15 | 0 | 0 |
Tornillo autoperforante de 8 x 5/8" avellanado madera y aglomerados cobrizado BOLSA 100 unidades | 0.05 | 27,950 | 1,398 |
triplex otobo 4 mm | 0.52 | 49,000 | 25,480 |
Valor Adicional: | 458,953 |
| $163,550 |
| $518,000 |
| $173,750 |
| $30,900 |
| $471,500 |
| $518,000 |
| $0 |
| $2,380,250 |
| $54,500 |
| $81,550 |
| $183,700 |
| $108,900 |
| $654,000 |
| $35,500 |
| $45,550 |
| $239,700 |
| $30,600 |
| $43,350 |
| $56,450 |
| $777,400 |
| $411,500 |
| $68,150 |
| $465,000,000 |
| $235,600 |
| $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 |
| $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 |
| $833,700 |
| $212,700 |
| $26,450 |
| $110,900 |
| $28,800 |
| $402,550 |
| $101,950 |
| $475,400 |
| $88,850 |
| $50,000 |
| $88,600 |
| $36,250 |
| $374,750 |
| $32,550 |
| $338,250 |
| $150,900 |
| $42,250 |
| $52,900 |
| $34,250 |
| $199,450 |
| $45,750 |
| $28,850 |
| $34,509 |
| $77,777,777 |
| $146,000 |
| $89,500 |
| $12,828 |
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 |
| $54,900 |
| $35,400 |
| $26,550 |
| $50,700 |
| $28,450 |
| $59,700 |
| $29,300 |
| $28,250 |
| $490,000 |
| $23,065 |
| $81,500 |
| $34,500 |
| $35,700 |
| $73,950 |
| $33,100 |
| $35,450 |
| $84,500 |
| $149,900 |
| $82,900 |
| $46,000 |
| $22,150 |
| $93,400 |
| $107,700 |
| $49,150 |
| $42,300 |
| $28,450 |
| $294,970 |
| $28,000 |
| $23,700 |
| $22,400 |
| $142,150 |
| $25,000 |
| $23,065 |
| $125,500 |
| $73,800 |
| $88,900 |
| $31,200 |
| $40,150 |
| $182,000 |
| $35,500 |
| $27,650 |
| $143,000 |
| $623,070 |
| $451,000 |
| $28,000 |
| $79,150 |
| $143,000 |
| $156,000 |
| $110,063,000 |
| $29,700 |
| $380,000 |
| $4,550 |
| $22,700 |
| $325,000 |
| $1,000,000 |
| $38,600 |
| $143,000 |
| $135,750 |
| $2,371,530 |
| $4,380,810 |
| $80,000 |
| $3,748,080 |
| $1,743,630 |
| $763,140 |
| $182,000 |
| $143,000 |
| $1,482,810 |
| $97,500 |
| $6,407,800 |
| $1,265,460 |
| $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 |
| $130,000 |
| $195,000 |
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