| $124,000 |
| $267,100 |
| $1,346,500 |
| $235,600 |
| $183,700 |
| $56,450 |
| $143,300 |
| $19,900 |
| $475,400 |
| $70,350 |
| $518,000 |
| $81,550 |
| $212,700 |
| $260,000 |
| $6,228,000 |
| $63,100 |
| $239,700 |
| $163,550 |
| $34,650 |
| $30,900 |
| $624,945,100 |
| $101,950 |
| $518,000 |
| $471,500 |
| $28,800 |
| $97,500 |
| $130,000 |
| $3,042 |
| $1,482,810 |
| $195,000 |
| $2,044,700 |
| $117,000 |
| $143,000 |
| $370,000 |
| $3,748,080 |
| $908,040 |
| $763,140 |
| $2,371,530 |
| $1,081,920 |
| $312,000 |
| $102,700 |
| $325,000 |
| $46,130 |
| $623,070 |
| $390,000 |
| $130,000 |
| $143,000 |
| $130,000 |
| $2,757,930 |
| $1,743,630 |
| $22,150 |
| $1,265,460 |
| $143,000 |
| $502,320 |
| $6,407,800 |
| $82,850 |
| $234,000 |
| $88,600 |
| $139,700 |
| $89,500 |
| $150,900 |
| $451,000 |
| $77,777,777 |
| $52,950 |
| $23,065 |
| $23,700 |
| $93,400 |
| $25,000 |
| $142,150 |
| $7,150 |
| $170,950 |
| $44,000 |
| $22,400 |
| $28,890 |
| $26,700 |
| $33,000 |
| $284,350 |
| $28,000 |
| $104,000 |
| $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 |
Los productos marcados con *** no estan disponibles en cantidad que quiere.
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