| $325,000 |
| $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 |
| $260,000 |
| $69,900 |
| $156,000 |
| $84,500 |
| $130,000 |
| $82,000 |
| $208,000 |
| $130,000 |
| $49,900 |
| $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 |
| $338,000 |
| $493,950 |
| $105,300 |
| $390,000 |
| $520,000 |
| $0 |
| $180,000 |
| $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 |
| $235,000 |
| $47,572,000 |
| $142,150 |
| $40,000 |
| $99,900 |
| $777 |
| $0 |
| $3,900,000 |
| $143,000 |
| $62,000 |
| $23,065 |
| $0 |
| $31,350 |
| $624,945,100 |
| $87,000 |
| $3,202,290 |
| $1,743,630 |
| $23,700 |
| $53,600 |
| $95,500 |
| $2,757,930 |
| $23,065 |
| $2,371,530 |
| $182,900 |
| $695,000 |
| $1,550,000 |
| $79,900,000 |
| $44,000 |
| $229,900 |
| $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 |
| $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 |
| $170,950 |
| $49,000 |
| $1,489,000 |
| $150,900 |
| $2,700,000 |
| $143,300 |
| $205,000 |
| $6,921,250 |
| $40,600 |
| $229,000 |
| $24,850 |
| $24,750 |
| $110,000 |
| $34,250 |
| $2,777,000 |
| $32,500 |
| $28,200 |
| $1,350,000 |
| $78,000 |
| $275,900 |
| $69,700 |
| $5,043 |
| $98,700 |
| $113,400 |
| $6,760 |
| $1,952,000 |
| $192,100 |
| $33,800 |
| $33,000 |
| $380,000 |
| $1,250,000 |
| $25,400 |
| $817,000 |
| $2,119,000 |
| $105,300 |
| $1,465,000 |
| $97,000 |
| $418,000 |
| $689,150 |
| $80,900 |
| $99,300 |
| $105,300 |
| $47,500 |
| $67,550 |
| $3,534,050 |
| $473,449 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 1.28 | 95,019 | 121,624 |
Arena lavada de río 6 m3 | 0.213376 | 570,000 | 121,624 |
Cemento 1 Kg | 382 | 798 | 304,836 |
Cemento, bulto de 50 Kg | 7.64 | 39,900 | 304,836 |
Agua para la obra 1 litro | 240 | 36 | 8,736 |
Salario mínimo mensual vigente, base | 0.00672 | 1,300,000 | 8,736 |
Valor Adicional: | 435,196 |
| $35,200 |
| $299,000 |
| $95,000 |
| $63,500 |
| $42,500 |
| $91,000 |
| $520,473 |
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 | 350 | 798 | 279,300 |
Cemento, bulto de 50 Kg | 7 | 39,900 | 279,300 |
Triturado de 3/4" x 1 m3 | 0.9 | 150,500 | 135,450 |
Grava 3/4" x 6 m3 | 0.150000003 | 903,000 | 135,450 |
Valor Adicional: | 471,761 |
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 |
| $130,000 |
| $2,713,300 |
| $981,200 |
| $62,000 |
| $139,600 |
| $484,450 |
| $299,000 |
| $130,000 |
| $293,700 |
| $457,000 |
| $16,954,250 |
| $75,850 |
| $357,200 |
| $8,000,000 |
| $28,550 |
| $59,850 |
| $24,000 |
| $1,990,000 |
| $175,500 |
| $13,000 |
| $267,500 |
| $7,999,000 |
| $27,500 |
| $134,550 |
| $338,000 |
| $702,000 |
| $549,300 |
| $82,300 |
| $91,000 |
| $65,500 |
| $151,700 |
| $55,350 |
| $260,000 |
| $38,850 |
| $65,000 |
Los productos marcados con *** no estan disponibles en cantidad que quiere.
De todas formas, puede comprar los que hay disponibles y el resto se lo enviamos mas tarde o esperar a que el stock este nuevamente disponible.