| USD$40.32 |
| USD$14.00 |
| USD$21.55 |
| USD$19.38 |
| USD$24.86 |
| USD$14.03 |
| USD$7.25 |
| USD$15.22 |
| USD$7.96 |
| USD$212.59 |
| USD$34.21 |
| USD$102.65 |
| USD$0.00 |
| USD$117.03 |
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 |
| USD$166.77 |
| USD$92.82 |
| USD$66.30 |
| USD$15.80 |
| USD$23.21 |
| USD$34.94 |
| USD$7.61 |
| USD$8.70 |
| USD$7.14 |
| USD$6.74 |
| USD$12.33 |
| USD$22.19 |
| USD$28.10 |
| USD$11.05 |
| USD$60.49 |
| USD$112.58 |
| USD$23.21 |
| USD$17.38 |
| USD$44.33 |
| USD$9.05 |
| USD$7.25 |
| USD$7.80 |
| USD$7.47 |
| USD$11.55 |
| USD$20.07 |
| USD$93.84 |
| USD$14.15 |
| USD$49.73 |
| USD$1,160.13 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario diario vigente | 105 | 43,329 | 4,549,545 |
Salario mínimo mensual vigente, base | 3.49965 | 1,300,000 | 4,549,545 |
Valor Adicional: | 4,549,545 |
| USD$52.79 |
| USD$40.29 |
| USD$8.42 |
| USD$8.39 |
| USD$0.00 |
| USD$19.89 |
| USD$11.60 |
| USD$26.04 |
| USD$7.29 |
| USD$344.00 |
| USD$5.33 |
| USD$17.33 |
| USD$22.95 |
| USD$9.13 |
| USD$180.37 |
| USD$30.96 |
| USD$43.07 |
| USD$10.01 |
| USD$8.49 |
| USD$12.90 |
| USD$7.14 |
| USD$0.00 |
| USD$24.86 |
| USD$23.21 |
| USD$4,653.75 |
| USD$12.05 |
| USD$15.82 |
| USD$12.90 |
| USD$29.38 |
| USD$11.07 |
| USD$14.92 |
| USD$9.68 |
| USD$12.75 |
| USD$15.82 |
| USD$36.18 |
| USD$1,335.95 |
| USD$7.55 |
| USD$23.32 |
| USD$47.56 |
| USD$12.80 |
| USD$250.21 |
| USD$17.82 |
| USD$62.99 |
| USD$1,286.22 |
| USD$743.33 |
| USD$17.65 |
| USD$31,492.50 |
| USD$106.08 |
| USD$112.31 |
| USD$9.95 |
| USD$30.96 |
| USD$44.93 |
| USD$12.75 |
| USD$16.45 |
| USD$10.26 |
| USD$36.53 |
| USD$184.88 |
| USD$9.26 |
| USD$83.64 |
| USD$51.00 |
| USD$36.80 |
| USD$30.94 |
| USD$56.36 |
| USD$46.51 |
| USD$34.17 |
| USD$626.50 |
| USD$1,275.00 |
| USD$19.34 |
| USD$9.31 |
| USD$38.85 |
| USD$62.99 |
| USD$21.68 |
| USD$15.29 |
| USD$13.01 |
| USD$9.91 |
| USD$196.35 |
| USD$90.53 |
| USD$19.13 |
| USD$28.42 |
| USD$1.93 |
| USD$11.60 |
| USD$9.18 |
| USD$59.56 |
| USD$46.97 |
| USD$11.63 |
| USD$113.99 |
| USD$8.15 |
| USD$34.62 |
| USD$956.25 |
| USD$35.50 |
| USD$12.11 |
| 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$28.51 |
| USD$7.99 |
| USD$12.75 |
| USD$0.00 |
| USD$21.09 |
| USD$12.88 |
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