| USD$18.23 |
| USD$26.52 |
| USD$33.15 |
| USD$86.19 |
| USD$26.52 |
| USD$23.18 |
| USD$0.00 |
| USD$175.95 |
| USD$35.70 |
| USD$49.73 |
| USD$10.88 |
| USD$25.25 |
| USD$33.34 |
| USD$4.65 |
| USD$23.21 |
| USD$28.18 |
| USD$36.47 |
| USD$94.35 |
| USD$165.75 |
| USD$33.63 |
| USD$10.51 |
| USD$96.90 |
| USD$24.86 |
| USD$8.42 |
| USD$27.85 |
| USD$19.89 |
| USD$14.03 |
| USD$8.61 |
| USD$119.34 |
| USD$29.84 |
| USD$25,500,000.00 |
| USD$13.50 |
| USD$14.54 |
| USD$9.79 |
| USD$43.39 |
| USD$28,066.07 |
| USD$8.93 |
| USD$0.46 |
| USD$60.69 |
| USD$12.75 |
| USD$33.15 |
| USD$9.09 |
| USD$21.64 |
| USD$24.86 |
| USD$140.25 |
| USD$121.54 |
| USD$27.18 |
| USD$24,643.79 |
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 |
| USD$12.72 |
| USD$12.75 |
| USD$1.33 |
| USD$21.14 |
| USD$9.95 |
| USD$87.32 |
| USD$14.03 |
| USD$178.25 |
| USD$12.75 |
| USD$23.21 |
| USD$9.10 |
| USD$9.95 |
| USD$12.09 |
| USD$198.65 |
| USD$135.93 |
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 |
| USD$606.96 |
| USD$20.78 |
| USD$12.53 |
| USD$16.58 |
| USD$3,149.25 |
| USD$85.68 |
| USD$12.75 |
| USD$12.75 |
| USD$25,500,000.00 |
| USD$75.22 |
| USD$20.02 |