autovÍa de la cuenca minera - junta de andalucía · 2011-12-20 · anteproyecto y estudio de...

322
TIPO DE ESTUDIO: CLAVE: TIPO DE ESTUDIO: CLAVE: ANTEPROYECTO 1-AA-2902-0.0-0.0-EG EXPEDIENTE: TÍTULO: 2009/0827 TÍTULO: AUTOVÍA DE LA CUENCA MINERA AUTOVÍA DE LA CUENCA MINERA CONEXIÓN DE LA N-435 CON LA A -66 CONEXIÓN DE LA N-435 CON LA A -66 256.972.141,70 PRESUPUESTO BASE DE LICITACIÓN (IVA NO INCLUIDO): DOSCIENTOS CINCUENTA Y SEIS MILLONES NOVECIENTOS SETENTA Y DOS MIL CIENTO CUARENTA Y UN EUROS CON SETENTA CENTIMOS O S O CO GERENTE DEL CONTRATO: D a . MARÍA DEL CARMEN VELILLA SANCHEZ AUTORES DEL PROYECTO: D. JORGE VÁZQUEZ MIGUEZ D. MIGUEL ANGEL LÓPEZ DE LA NIETA CONSULTORAS: FECHA DE REDACCIÓN: NOVIEMBRE 2011 D. MIGUEL ANGEL LÓPEZ DE LA NIETA FECHA DE VERSIÓN: EJEMPLAR (V lt) NOVIEMBRE 2011 EJEMPLAR (Versn completa): CAJA: II DE II I TOMO: TÍTULO: TOMO: DE: XIII XIII TOMO: TÍTULO: DOC. Nº 3 – PRESUPUESTO XIII

Upload: others

Post on 22-Apr-2020

1 views

Category:

Documents


0 download

TRANSCRIPT

  • TIPO DE ESTUDIO: CLAVE:TIPO DE ESTUDIO: CLAVE:

    ANTEPROYECTO1-AA-2902-0.0-0.0-EG

    EXPEDIENTE:

    TÍTULO:

    2009/0827

    TÍTULO:

    AUTOVÍA DE LA CUENCA MINERAAUTOVÍA DE LA CUENCA MINERACONEXIÓN DE LA N-435 CON LA A-66CONEXIÓN DE LA N-435 CON LA A-66

    256.972.141,70 €PRESUPUESTO BASE DE LICITACIÓN (IVA NO INCLUIDO):

    DOSCIENTOS CINCUENTA Y SEIS MILLONES NOVECIENTOS SETENTA Y DOS MIL CIENTO CUARENTA Y UN EUROS CON SETENTA CENTIMOS

    O S O C O

    GERENTE DEL CONTRATO:

    Da. MARÍA DEL CARMEN VELILLA SANCHEZ

    AUTORES DEL PROYECTO:

    D. JORGE VÁZQUEZ MIGUEZ

    D. MIGUEL ANGEL LÓPEZ DE LA NIETA

    CONSULTORAS: FECHA DE REDACCIÓN:NOVIEMBRE 2011

    D. MIGUEL ANGEL LÓPEZ DE LA NIETA

    FECHA DE VERSIÓN:

    EJEMPLAR (V ió l t )

    NOVIEMBRE 2011

    EJEMPLAR (Versión completa):

    CAJA:

    II DE II

    I

    TOMO: TÍTULO:

    TOMO: DE:XIII XIII

    TOMO: TÍTULO:

    DOC. Nº 3 – PRESUPUESTOXIII

  • Anteproyecto y Estudio de Viabilidad para la Construcción, Conservación y Explotación de la Autovía de la Cuenca Minera. Conexión de la N-435 con la autovía A-66, Ruta de la Plata

    ÍNDICE

    TOMO I

    DOCUMENTO Nº 1.- MEMORIA Y ANEJOS MEMORIA ANEJOS A LA MEMORIA (I) ANEJO Nº 1. ANTECEDENTES ANEJO Nº 2. CARTOGRAFIA

    TOMO II ANEJOS A LA MEMORIA (II) ANEJO Nº 3. GEOLOGÍA, GEOTECNIA Y PROCEDENCIA DE MATERIALES (I)

    TOMO III

    ANEJOS A LA MEMORIA (III) ANEJO Nº 3. GEOLOGÍA, GEOTECNIA Y PROCEDENCIA DE MATERIALES (II)

    TOMO IV ANEJOS A LA MEMORIA (IV) ANEJO Nº 4. EFECTOS SÍSMICOS ANEJO Nº 5. CLIMATOLOGÍA, HIDROLOGÍA Y DRENAJE ANEJO Nº 6. PLANEAMIENTO Y TRÁFICO

    TOMO V

    ANEJOS A LA MEMORIA (V) ANEJO Nº 7. TRAZADO GEOMÉTRICO ANEJO Nº 8. ESTUDIO DE MOVIMIENTO DE TIERRAS

    TOMO VI ANEJOS A LA MEMORIA (VI) ANEJO Nº 9. SECCIONES TIPO Y FIRMES ANEJO Nº 10. OBRAS DE PASO Y RESTO DE ESTRUCTURAS ANEJO Nº 11. OBRAS COMPLEMENTARIAS ANEJO Nº 12. COORDINACIÓN CON OTROS ORGANISMOS Y ENTIDADES

    TOMO VII

    ANEJOS A LA MEMORIA (VII) ANEJO Nº 13. EXPROPIACIONES

    TOMO VIII

    ANEJOS A LA MEMORIA (VIII) ANEJO Nº 14. REPOSICIÓN DE SERVIDUMBRES Y SERVICIOS AFECTADOS ANEJO Nº 15. PLAN DE ACTUACIONES. TRAMIFICACIÓN ANEJO Nº 16. ESTUDIO DE AFECCIÓN AL TRÁFICO DE LAS ACTUACIONES ANEJO Nº 17. ESTUDIO ECONÓMICO-FINANCIERO ANEJO Nº 18. PLAN DE CONSERVACIÓN Y EXPLOTACIÓN

    TOMO IX ANEJOS A LA MEMORIA (IX) ANEJO Nº 19. ESTUDIO AMBIENTAL Y DE MEDIDAS CORRECTORAS ANEJO Nº 20. PRESUPUESTOS ANEJO Nº 21. ÁREA DE SERVICIO

    TOMO X

    DOCUMENO Nº 2.- PLANOS (I)

    TOMO XI

    DOCUMENO Nº 2.- PLANOS (II)

    TOMO XII

    DOCUMENO Nº 2.- PLANOS (III)

    TOMO XIII

    DOCUMENTO Nº 3.- PRESUPUESTOS

  • Anteproyecto y Estudio de Viabilidad para la Construcción, Conservación y Explotación de la Autovía de la Cuenca Minera. Conexión de la N-435 con la autovía A-66, Ruta de la Plata

    DOCUMENTO Nº3 PRESUPUESTO Pág. 1

    DOCUMENTO Nº 3: PRESUPUESTO

  • Anteproyecto y Estudio de Viabilidad para la Construcción, Conservación y Explotación de la Autovía de la Cuenca Minera. Conexión de la N-435 con la autovía A-66, Ruta de la Plata

    DOCUMENTO Nº3 PRESUPUESTO Pág. 2

    DOCUMENTO Nº 3

    PRESUPUESTO

    ÍNDICE GENERAL

    MEDICIONES AUXILIARES MEDICIONES GENERALES JUSTIFICACIÓN DE PRECIOS

    AUXILIARES DESCOMPUESTOS MATERIALES MANO DE OBRA MAQUINARIA

    CUADRO DE PRECIOS ÚNICO PRESUPUESTOS PARCIALES RESUMEN DEL PRESUPUESTO

  • Anteproyecto y Estudio de Viabilidad para la Construcción, Conservación y Explotación de la Autovía de la Cuenca Minera. Conexión de la N-435 con la autovía A-66, Ruta de la Plata

    DOCUMENTO Nº3 PRESUPUESTO Pág. 3

    MEDICIONES AUXILIARES

  • Anteproyecto y Estudio de Viabilidad para la Construcción, Conservación y Explotación de la Autovía de la Cuenca Minera. Conexión de la N-435 con la autovía A-66, Ruta de la Plata

    DOCUMENTO Nº3 PRESUPUESTO Pág. 4

    1. DESBROCE

  • Anteproyecto y Estudio de Viabilidad para la Construcción, Conservación y Explotación de la Autovía de la Cuenca Minera. Conexión de la N-435 con la autovía A-66, Ruta de la Plata

    DOCUMENTO Nº3 PRESUPUESTO Pág. 5

    EJE Desbro_Real Desb_R_Desm Desb_R_Terr Desb_Planta Desb_P_Desm Desb_P_Terr Mediana_Izq Mediana_Der Talud_Des_I Talud_Des_D Talud_Ter_I Talud_Ter_D Subrasa_Izq Subrasa_Der 1 2168528.892 1009598.204 1158930.689 2128767.749 988344.976 1140422.772 64266.948 62949.026 254596.649 258450.068 324795.001 322296.249 620945.938 619951.307 2 2629.459 1761.054 868.405 2524.807 1675.427 849.381 0.000 0.000 172.407 398.422 258.911 69.658 301.553 1331.261 3 3618.921 0.006 3618.915 3491.939 0.006 3491.934 0.000 0.000 0.000 0.000 1359.866 986.320 322.611 1227.813 4 6514.929 414.349 6100.580 6228.911 395.836 5833.076 0.000 0.000 0.000 0.000 3402.667 1916.543 1045.472 1045.472 5 8791.789 2790.953 6000.837 8667.968 2751.222 5916.746 0.000 0.000 11.037 1407.486 2681.236 2047.861 1988.589 1297.144 6 14979.863 2560.803 12419.060 14580.542 2520.885 12059.657 0.000 0.000 9.844 1618.990 4568.012 6797.340 2166.943 1433.506 7 13542.227 2177.744 11364.484 13215.192 2106.801 11108.391 0.000 0.000 537.853 45.159 2403.973 7658.468 2137.706 1429.752 8 8471.431 5292.855 3178.576 8294.790 5228.654 3066.136 0.000 0.000 399.092 3169.476 1400.050 422.737 2044.767 1336.644 9 21350.659 14498.359 6852.300 20515.941 14001.952 6513.989 0.000 0.000 5962.729 2025.904 441.909 3026.813 4659.648 4664.311 10 21616.011 9406.395 12209.617 21182.980 9297.505 11885.475 0.000 0.000 2672.278 2448.996 5078.895 6436.163 3039.073 3061.456 14 2764.676 2690.749 73.927 2716.198 2644.627 71.571 0.000 0.000 1070.609 108.815 0.000 23.415 289.520 1415.198 15 2312.874 1346.256 966.618 2276.511 1320.875 955.636 0.000 0.000 59.495 200.723 183.062 166.721 298.111 1225.703 16 2769.954 2724.212 45.742 2710.958 2665.659 45.299 0.000 0.000 245.866 882.733 10.092 0.970 1039.638 1039.638 17 13517.580 13517.573 0.007 13239.802 13239.796 0.007 0.000 0.000 2038.083 12132.171 10.958 0.000 1870.512 1205.139 18 8845.255 8845.249 0.007 8803.570 8803.564 0.007 0.000 0.000 1027.899 3564.737 6.935 0.000 2338.953 1363.856 19 8989.696 4846.660 4143.036 8897.477 4813.616 4083.861 0.000 0.000 698.633 1292.498 1127.442 2149.477 2194.848 1427.882 20 6464.770 3551.588 2913.183 6365.483 3514.748 2850.735 0.000 0.000 16.215 1457.111 1004.414 624.879 2018.385 1262.560 21 5960.288 3490.854 2469.434 5873.002 3457.340 2415.662 0.000 0.000 35.151 230.360 381.807 60.183 2140.225 2107.604 22 3344.143 658.768 2685.376 3260.419 639.731 2620.689 0.000 0.000 115.879 4.731 223.858 1068.026 917.260 928.707 32 1259.039 325.401 933.637 1237.191 324.375 912.816 0.000 0.000 18.617 9.185 78.975 92.508 261.068 1679.973 33 1735.525 519.124 1216.401 1730.357 516.640 1213.718 0.000 0.000 20.042 30.574 188.084 138.179 282.815 1309.283 34 14187.806 10911.997 3275.809 14109.227 10872.198 3237.029 0.000 0.000 2189.068 1866.870 346.867 359.677 5316.746 5248.629 35 9392.843 525.688 8867.155 9340.244 506.400 8833.843 0.000 0.000 38.318 172.810 1192.066 2961.820 1566.769 4392.619 36 10665.399 2262.017 8403.382 10629.462 2238.984 8390.477 0.000 0.000 186.921 117.021 1269.214 4077.997 1232.544 4153.129 37 7873.541 4180.381 3693.160 7856.524 4173.973 3682.551 0.000 0.000 280.681 578.703 439.376 399.686 2305.342 3367.230 38 5838.348 3700.527 2137.821 5828.037 3696.986 2131.051 0.000 0.000 390.230 539.695 159.173 635.894 746.918 2711.863 39 2137.910 2086.503 51.407 2036.722 1991.335 45.387 0.000 0.000 62.019 66.647 24.003 28.109 989.534 988.102 40 2832.946 962.608 1870.337 2718.732 946.013 1772.719 0.000 0.000 0.000 29.522 383.196 296.789 1043.880 1042.279 41 1901.430 1623.935 277.495 1858.114 1589.411 268.703 0.000 0.000 33.820 44.738 63.404 6.381 781.077 869.765 42 1190.438 957.123 233.315 1169.139 939.911 229.228 0.000 0.000 10.287 105.867 73.109 0.000 651.938 578.545 43 11221.470 9661.847 1559.623 10812.468 9327.727 1484.741 0.000 0.000 965.551 558.022 27.340 560.355 5089.180 6978.939 44 25452.324 4343.183 21109.141 25325.620 4281.027 21044.593 0.000 0.000 114.122 594.223 9033.027 10163.228 2007.380 6820.203 45 12705.160 3281.003 9424.157 12500.032 3226.562 9273.471 0.000 0.000 0.000 1389.172 3604.890 1627.041 1387.442 5148.686 46 7083.518 4305.085 2778.434 7020.039 4244.110 2775.929 0.000 0.000 49.570 1434.143 689.490 374.506 860.250 3381.147 47 21254.036 19546.321 1707.715 20543.636 19113.163 1430.473 0.000 0.000 1017.274 1026.788 193.471 986.308 18901.038 24422.257 48 17748.037 14531.811 3216.226 17143.813 14128.158 3015.655 0.000 0.000 738.295 767.442 446.899 1090.949 18879.464 23905.271 49 23135.140 13084.251 10050.889 22536.722 12746.885 9789.837 0.000 0.000 3044.382 5106.258 3244.619 3087.414 2813.254 8984.343 50 7758.149 904.112 6854.037 7575.853 877.352 6698.501 0.000 0.000 0.016 485.656 1184.081 1200.449 886.239 3605.610 51 42476.899 13423.356 29053.542 41045.875 12434.367 28611.509 0.000 0.000 1909.293 3203.230 12416.128 12157.028 4191.477 12893.686 52 8022.940 5316.916 2706.023 7861.338 5260.124 2601.214 0.000 0.000 62.573 1377.037 644.025 290.734 967.615 4690.092 53 19254.689 19136.809 117.880 19039.585 18925.126 114.459 0.000 0.000 5602.544 9197.127 59.587 4.545 3742.304 4769.305 54 10996.871 322.130 10674.741 10877.652 306.250 10571.402 0.000 0.000 0.000 0.000 2099.375 5538.551 1103.220 3572.369 55 12066.738 12066.727 0.010 11932.825 11932.819 0.006 0.000 0.000 1943.873 8612.692 12.116 0.000 1111.216 2772.524 56 7028.723 5913.894 1114.829 6961.976 5852.539 1109.438 0.000 0.000 111.696 750.267 162.642 163.850 893.377 3767.288 58 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 71 1573.243 58.196 1515.047 1566.418 57.770 1508.648 0.000 0.000 0.044 0.000 365.213 495.015 405.388 402.375 72 354.478 328.671 25.807 353.155 327.534 25.621 0.000 0.000 13.573 0.000 0.000 5.171 147.511 148.217 73 3421.046 1508.311 1912.735 3383.460 1492.099 1891.361 0.000 0.000 160.947 302.486 556.917 482.591 971.885 972.663 74 811.232 806.265 4.968 809.224 804.276 4.948 0.000 0.000 122.353 138.937 0.563 0.000 259.422 259.034 75 2357.913 2216.989 140.924 2339.667 2198.834 140.833 0.000 0.000 381.172 627.529 13.677 3.536 778.802 777.083 76 6243.992 3166.252 3077.740 6143.690 3108.861 3034.829 0.000 0.000 600.564 141.836 235.210 841.452 2075.310 2099.506 77 621.154 351.630 269.524 617.930 349.026 268.904 0.000 0.000 0.760 29.754 85.270 50.860 426.548 427.071 78 2106.999 1536.045 570.954 2081.264 1516.173 565.091 0.000 0.000 365.441 148.982 81.625 160.094 650.756 651.254 79 1476.851 329.344 1147.507 1468.985 326.401 1142.584 0.000 0.000 0.000 8.385 357.140 176.753 590.930 585.207 80 318.525 312.791 5.735 317.168 311.466 5.702 0.000 0.000 12.160 0.359 0.000 2.147 262.109 262.286 81 876.073 112.931 763.143 872.423 112.905 759.518 0.000 0.000 3.106 0.107 130.364 215.866 261.794 266.066 82 215.691 129.468 86.223 214.422 129.184 85.237 0.000 0.000 0.210 1.163 8.763 2.438 235.882 237.223

  • Anteproyecto y Estudio de Viabilidad para la Construcción, Conservación y Explotación de la Autovía de la Cuenca Minera. Conexión de la N-435 con la autovía A-66, Ruta de la Plata

    DOCUMENTO Nº3 PRESUPUESTO Pág. 6

    83 291.627 291.627 0.000 290.782 290.782 0.000 0.000 0.000 1.955 8.611 0.998 0.000 121.358 121.358 84 4612.341 2629.617 1982.724 4578.570 2609.161 1969.409 0.000 0.000 144.528 0.000 78.470 333.995 1836.969 1869.857 85 6349.191 2455.730 3893.461 6291.149 2444.808 3846.342 0.000 0.000 105.371 96.784 855.397 955.433 2193.730 2084.223 86 2853.448 1878.063 975.385 2845.027 1872.260 972.767 0.000 0.000 206.672 167.101 96.131 69.402 1070.381 1064.027 87 3216.517 148.996 3067.521 3208.834 147.980 3060.854 0.000 0.000 6.162 0.228 1249.800 1139.539 671.973 672.609 88 509.284 379.471 129.813 492.968 368.877 124.091 0.000 0.000 0.000 51.277 56.220 0.000 319.514 317.062 89 1152.332 1152.225 0.106 1141.831 1141.725 0.106 0.000 0.000 423.811 192.687 0.000 1.345 292.052 291.356 90 6221.295 1926.488 4294.807 5943.714 1804.368 4139.346 0.000 0.000 610.214 0.815 287.951 2100.995 1639.378 1663.279 91 2415.009 2414.898 0.111 2403.545 2403.434 0.111 0.000 0.000 951.516 765.240 0.000 0.339 484.132 484.654 92 6697.985 2111.125 4586.860 6614.486 2074.895 4539.591 0.000 0.000 50.548 408.137 1513.515 1291.899 1786.694 1761.354 93 329.925 298.720 31.204 320.443 289.661 30.782 0.000 0.000 5.780 8.309 4.976 0.204 262.507 265.229 94 1861.149 202.017 1659.132 1844.830 201.780 1643.050 0.000 0.000 4.099 3.108 462.575 557.190 497.618 497.517 95 4267.202 2443.496 1823.707 4004.829 2335.824 1669.005 0.000 0.000 767.654 29.433 47.805 828.052 1000.464 999.774 96 1107.713 220.542 887.171 1091.755 220.072 871.682 0.000 0.000 1.260 8.849 399.002 169.421 280.281 287.091 97 1624.504 1044.728 579.776 1503.210 973.326 529.884 0.000 0.000 24.696 387.099 402.051 0.000 360.362 355.019 98 4282.613 2314.103 1968.509 3969.330 2154.090 1815.240 0.000 0.000 40.689 785.681 1158.862 20.026 1058.746 1045.960 99 3665.346 2346.632 1318.714 3533.635 2266.728 1266.907 0.000 0.000 18.480 537.597 618.920 0.880 1128.191 1097.920 100 265.449 218.590 46.859 253.468 208.613 44.855 0.000 0.000 0.000 21.318 5.888 0.195 220.798 219.618 101 594.327 182.543 411.783 556.324 162.484 393.840 0.000 0.000 29.312 0.000 27.844 342.962 279.407 291.890 102 13009.967 5765.217 7244.750 12320.312 5490.156 6830.156 0.000 0.000 775.872 2478.094 4054.558 745.619 2588.351 2538.425 103 10936.624 3839.078 7097.546 10594.762 3774.058 6820.704 0.000 0.000 54.597 170.005 2967.470 201.148 3170.966 4992.455 104 6404.051 2561.199 3842.852 6254.541 2523.852 3730.689 0.000 0.000 297.581 412.395 1845.751 501.853 1706.005 1737.426 105 776.844 600.097 176.747 771.690 595.375 176.314 0.000 0.000 8.173 44.433 6.161 6.688 318.630 319.055 106 430.051 387.613 42.438 427.958 386.180 41.778 0.000 0.000 19.116 40.001 11.248 0.000 298.913 659.525 107 4891.731 3155.010 1736.721 4846.761 3132.486 1714.275 0.000 0.000 193.868 473.367 384.365 257.864 1650.205 1646.228 108 8032.900 4823.094 3209.806 7952.450 4783.926 3168.524 0.000 0.000 151.605 505.315 737.110 249.481 2913.543 2884.514 109 3051.820 1243.082 1808.737 3042.904 1241.326 1801.578 0.000 0.000 15.895 14.446 197.254 298.756 1191.625 1191.342 110 876.715 320.567 556.148 867.256 320.013 547.244 0.000 0.000 8.154 3.230 91.067 97.568 366.627 367.239 111 817.184 492.884 324.299 794.256 474.438 319.818 0.000 0.000 0.954 88.718 57.404 31.310 286.458 286.781 112 366.557 213.721 152.836 349.729 203.887 145.842 0.000 0.000 19.461 0.000 0.664 27.141 250.162 255.648 113 689.601 13.772 675.829 688.155 13.769 674.385 0.000 0.000 0.624 0.189 191.331 227.181 189.894 177.655 114 32052.713 5470.662 26582.052 31294.858 5245.286 26049.571 0.000 0.000 89.831 1177.359 9925.471 11486.329 6070.389 6193.285 115 3808.937 3304.766 504.171 3733.486 3233.028 500.459 0.000 0.000 588.269 1297.660 147.525 149.904 1132.723 1112.843 116 6907.956 3500.542 3407.415 6775.570 3390.686 3384.883 0.000 0.000 735.738 977.023 1505.418 870.199 1731.306 1732.992 117 2895.602 1002.652 1892.950 2853.643 987.967 1865.676 0.000 0.000 213.249 33.764 453.254 869.529 851.230 845.110 118 10665.423 7958.076 2707.347 10212.265 7541.854 2670.411 0.000 0.000 5087.301 1836.448 419.675 1021.996 2127.961 2140.893 119 2988.534 2503.931 484.603 2947.125 2468.271 478.853 0.000 0.000 872.181 504.176 101.424 123.297 838.009 840.816 120 2228.164 1552.636 675.528 2194.280 1523.078 671.203 0.000 0.000 134.227 344.889 181.154 79.753 851.381 848.385 121 2285.364 1089.352 1196.012 2225.311 1041.773 1183.538 0.000 0.000 223.579 55.795 254.416 406.365 783.509 786.942 122 5436.843 2863.346 2573.497 5243.513 2746.036 2497.478 0.000 0.000 1355.623 456.912 256.676 1342.102 1263.622 1258.316 123 3330.381 2685.659 644.722 3278.348 2640.993 637.355 0.000 0.000 245.174 657.322 176.351 37.993 1215.304 1217.600 124 2057.246 1339.025 718.221 2044.817 1330.747 714.070 0.000 0.000 116.179 60.828 88.329 180.222 910.565 911.082 125 3110.086 2722.398 387.687 3098.418 2712.559 385.859 0.000 0.000 332.458 404.694 15.879 58.724 1205.772 1201.256 126 1099.939 771.647 328.292 1094.242 767.919 326.323 0.000 0.000 16.052 50.622 48.810 9.294 589.060 587.642 130 1697.172 1252.842 444.330 1690.297 1248.396 441.901 0.000 0.000 64.735 58.286 80.016 11.524 667.991 663.602 154 902.254 0.003 902.251 882.019 0.003 882.016 0.000 0.000 0.000 0.000 50.402 581.880 251.329 158.785 155 948.494 0.002 948.491 923.358 0.002 923.356 0.000 0.000 0.000 0.000 0.976 683.592 249.850 157.951 156 1072.236 0.002 1072.234 1055.389 0.002 1055.387 0.000 0.000 0.000 0.000 3.520 826.176 300.531 167.355 157 2170.835 0.007 2170.828 2092.602 0.006 2092.596 0.000 0.000 0.000 0.000 29.455 2029.626 269.658 173.906 158 1385.164 1385.163 0.001 1364.943 1364.943 0.001 0.000 0.000 89.351 947.389 0.381 0.000 310.399 190.614 159 1970.110 1970.108 0.001 1876.796 1876.795 0.001 0.000 0.000 7.062 1735.223 0.374 0.000 342.996 198.396 160 1547.739 0.002 1547.737 1534.976 0.002 1534.974 0.000 0.000 0.000 0.000 3.168 1296.691 467.582 200.007 161 3069.296 0.003 3069.293 2920.728 0.002 2920.725 0.000 0.000 0.000 0.000 9.086 2947.373 311.378 193.600 162 591.655 591.655 0.000 575.046 575.045 0.000 0.000 0.000 1.994 92.368 0.132 0.000 3382.130 159.128 163 736.606 736.606 0.000 727.006 727.006 0.000 0.000 0.000 0.000 410.339 0.219 0.000 265.837 167.272 164 655.912 655.911 0.000 641.341 641.340 0.000 0.000 0.000 0.106 349.966 0.188 0.000 258.449 145.359 165 514.105 457.194 56.910 502.834 446.114 56.720 0.000 0.000 0.000 59.143 0.949 16.105 263.588 154.427 166 1097.868 698.447 399.422 1096.019 697.445 398.574 0.000 0.000 0.000 331.182 2.296 109.164 566.390 278.612

  • Anteproyecto y Estudio de Viabilidad para la Construcción, Conservación y Explotación de la Autovía de la Cuenca Minera. Conexión de la N-435 con la autovía A-66, Ruta de la Plata

    DOCUMENTO Nº3 PRESUPUESTO Pág. 7

    167 619.927 93.121 526.807 612.496 90.076 522.421 0.000 0.000 0.000 0.000 1.031 205.444 305.088 194.820 168 548.253 305.018 243.235 533.349 294.797 238.552 0.000 0.000 0.000 6.562 0.260 114.023 365.232 181.902 169 940.087 940.086 0.001 910.354 910.353 0.001 0.000 0.000 0.743 403.645 1.392 0.000 293.359 179.179 171 1405.184 553.896 851.287 1380.903 538.382 842.521 0.000 0.000 89.489 3.699 107.385 234.252 446.747 454.630 172 3258.316 93.049 3165.267 3237.643 91.927 3145.715 0.000 0.000 5.962 0.000 1267.117 1462.449 440.358 431.736 173 7443.585 5601.910 1841.675 7386.400 5555.185 1831.215 0.000 0.000 2105.676 2513.155 553.325 780.931 1246.653 1239.672 174 3005.724 1181.588 1824.136 2848.763 1128.407 1720.356 0.000 0.000 259.206 20.223 924.116 1418.612 669.622 599.110 175 10514.399 10453.153 61.246 10169.855 10108.896 60.959 0.000 0.000 4403.389 8137.706 14.860 0.000 788.376 787.781 176 1873.834 1832.120 41.714 1826.340 1784.838 41.501 0.000 0.000 592.301 279.474 0.024 6.616 496.324 488.297 177 1305.192 603.003 702.189 1297.243 599.366 697.878 0.000 0.000 35.487 13.754 78.075 82.534 505.249 509.804 178 3676.904 3485.971 190.933 3625.581 3440.949 184.632 0.000 0.000 917.821 1019.006 37.217 17.455 892.790 898.205 179 4060.135 1205.914 2854.221 3938.615 1166.462 2772.154 0.000 0.000 268.466 39.613 462.977 1347.256 965.953 987.020 181 7257.162 3790.365 3466.797 7150.438 3743.659 3406.779 0.000 0.000 652.427 550.941 1250.165 1415.358 1869.507 1812.568 182 16376.215 14873.052 1503.163 16151.303 14668.705 1482.598 0.000 0.000 5164.074 6529.912 167.407 346.456 3102.991 3082.913 183 393.402 290.518 102.884 388.339 287.655 100.685 0.000 0.000 3.378 7.281 24.356 0.000 166.737 157.980 184 10401.406 6814.642 3586.764 9963.122 6498.376 3464.747 0.000 0.000 2020.159 1944.611 1152.846 1312.808 2352.197 2301.421 185 5888.163 5539.283 348.880 5541.060 5224.186 316.873 0.000 0.000 1574.388 4125.779 212.257 0.000 710.977 715.243 186 1745.926 1504.102 241.824 1737.396 1498.666 238.730 0.000 0.000 141.505 138.313 11.784 45.272 636.221 641.774 187 2943.430 2412.073 531.357 2916.156 2385.198 530.958 0.000 0.000 352.282 665.818 77.415 101.928 849.668 849.609 188 2842.859 2576.963 265.896 2824.754 2559.412 265.342 0.000 0.000 607.660 391.807 6.667 49.585 861.165 864.639 189 13147.196 11973.517 1173.679 12830.479 11661.773 1168.706 0.000 0.000 7155.058 4005.480 177.423 330.106 2241.180 2236.443 190 6338.056 6079.549 258.507 6282.052 6024.914 257.138 0.000 0.000 2127.346 1452.492 12.115 23.088 1512.428 1514.350 191 2640.537 1778.778 861.759 2612.352 1759.640 852.711 0.000 0.000 313.702 254.203 67.108 195.497 841.278 854.644 192 5006.187 3241.892 1764.295 4946.811 3203.962 1742.849 0.000 0.000 388.848 195.885 455.646 605.072 1568.522 1563.825 193 2626.051 1343.441 1282.609 2613.461 1340.371 1273.090 0.000 0.000 102.473 55.064 257.946 477.512 813.112 809.704 194 9143.012 7256.175 1886.837 9005.090 7193.710 1811.381 0.000 0.000 2552.896 1927.951 250.070 800.078 2023.321 2041.048 195 22929.366 21066.566 1862.800 22683.795 20848.103 1835.692 0.000 0.000 6668.191 5068.930 143.594 395.301 5694.120 5705.857 196 23332.639 22178.768 1153.870 23162.662 22028.246 1134.416 0.000 0.000 7091.387 5685.095 62.816 245.324 5660.228 5654.462 197 379.951 214.360 165.591 369.664 211.719 157.945 0.000 0.000 9.142 0.792 2.548 64.342 136.779 138.226 198 4676.649 4631.200 45.449 4644.227 4599.247 44.980 0.000 0.000 2059.776 1617.228 0.015 8.963 844.031 847.961 199 2030.664 1996.522 34.142 1944.055 1911.989 32.066 0.000 0.000 523.192 1047.049 10.083 0.000 329.921 336.352 200 2281.287 2281.287 0.000 2242.950 2242.950 0.000 0.000 0.000 695.842 886.450 0.000 0.000 449.754 448.233 201 1355.695 1105.951 249.744 1339.876 1092.155 247.721 0.000 0.000 239.476 86.740 67.829 8.172 439.086 436.472 203 1147.030 1115.670 31.360 1143.918 1112.691 31.227 0.000 0.000 282.402 277.771 1.050 0.977 308.441 312.966 000 3013972.890 1497923.360 1516049.530 2956413.467 1466534.778 1489878.689 64266.948 62949.026 354635.139 397797.893 428634.246 452119.477 835580.462 893307.189

  • Anteproyecto y Estudio de Viabilidad para la Construcción, Conservación y Explotación de la Autovía de la Cuenca Minera. Conexión de la N-435 con la autovía A-66, Ruta de la Plata

    DOCUMENTO Nº3 PRESUPUESTO Pág. 8

    2. TIERRAS

  • Anteproyecto y Estudio de Viabilidad para la Construcción, Conservación y Explotación de la Autovía de la Cuenca Minera. Conexión de la N-435 con la autovía A-66, Ruta de la Plata

    DOCUMENTO Nº3 PRESUPUESTO Pág. 9

    Istram 10.23 21/11/11 13:43:44 2574 pagina 1 PROYECTO : 0 ================================================= * * * RESUMEN DE MEDICIONES POR EJES * * * ================================================= EJE D ROCA FIRME TERRAP SANEO INADECUADO D TIERRA ADECUADO TODO-UNO ZAHORRA ART 25 VEGETAL TERRAPLEN EXCAVA SANEO ----- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1 6444604.5 530490.0 254150.7 16666.9 3228601.2 0.0 601111.0 241926.0 640530.9 8504753.5 254150.7 2 1807.6 585.4 133.4 0.0 5048.3 0.0 406.7 253.0 501.6 3016.7 133.4 3 0.0 592.3 1814.5 0.0 0.0 0.0 557.3 228.6 694.8 24192.3 1814.5 4 0.0 601.3 3503.8 0.0 258.4 0.0 514.7 209.0 1240.9 64594.7 3503.8 5 6332.4 1246.9 899.5 0.0 8135.6 0.0 1076.6 523.0 1723.8 40201.4 899.5 6 10433.2 1378.1 4705.6 0.0 7758.2 0.0 1171.1 575.2 2905.6 123249.4 4705.6 7 211.9 1361.0 3357.4 0.0 4177.2 0.0 1452.9 539.6 2639.6 110402.8 3357.4 8 31319.3 1292.4 830.2 0.0 17262.8 0.0 756.1 569.2 1649.5 10641.2 830.2 9 43984.7 3745.0 2864.6 0.0 38715.1 0.0 2940.6 1587.2 4075.4 13506.6 2864.6 10 28223.2 2434.7 3461.8 0.0 28375.8 0.0 1595.8 1058.9 4217.5 173453.7 3461.8 14 5503.9 563.6 13.5 0.0 7918.7 0.0 301.5 259.2 807.8 22.2 13.5 15 320.3 581.3 140.8 0.0 3352.9 0.0 743.8 231.6 675.6 2067.3 140.8 16 4251.5 828.0 4.1 0.0 8074.1 0.0 216.9 266.0 806.2 16.4 4.1 17 160158.4 1188.0 0.0 0.0 45734.1 0.0 0.0 613.8 3953.8 0.0 0.0 18 27606.8 1434.0 0.0 0.0 27006.3 0.0 560.4 691.3 2616.5 0.0 0.0 19 9753.3 1402.6 598.8 0.0 15081.8 0.0 1000.7 641.6 2647.8 21421.6 598.8 20 7397.6 1247.4 580.0 0.0 8989.1 0.0 1391.9 532.9 1886.2 7830.3 580.0 21 0.0 1701.8 157.1 0.0 3327.9 0.0 2541.3 647.3 1738.0 878.1 157.1 22 0.0 735.7 547.0 0.0 724.7 0.0 1109.7 281.3 966.3 5550.2 547.0 32 0.0 535.7 85.8 0.0 254.5 0.0 773.5 200.8 365.2 735.4 83.4 33 0.0 562.1 18.3 0.0 675.8 0.0 827.3 212.5 343.1 1368.4 18.3 34 14035.9 3606.5 181.8 0.0 32216.8 0.0 2945.0 1410.3 2801.7 3712.5 181.8 35 142.1 2146.1 260.1 0.0 1135.3 0.0 3258.6 833.1 1852.7 19521.9 260.1 36 0.0 2030.1 62.6 0.0 3996.9 0.0 3121.9 785.8 2111.7 41100.1 62.6 37 308.7 2096.0 69.9 0.0 9316.4 0.0 2911.3 817.4 1557.9 3267.0 69.9 38 450.9 1320.8 83.8 0.0 9324.0 0.0 1640.2 539.3 1156.5 4995.6 83.8 39 0.0 752.9 9.1 0.0 3040.0 0.0 1126.9 285.7 400.7 3.8 9.1 40 0.0 802.1 382.1 0.0 935.0 0.0 1201.1 306.8 538.6 793.3 382.1 41 0.0 614.2 19.5 0.0 1274.7 0.0 903.5 230.9 367.1 11.8 19.5 42 0.0 430.7 21.0 0.0 1488.8 0.0 634.9 161.8 231.2 20.9 21.0 43 0.8 3076.8 432.8 0.0 9586.0 0.0 4321.6 1095.5 3197.0 761.9 432.8 44 416.5 3464.2 489.8 0.0 10313.3 0.0 4414.2 1179.7 1264.7 173578.8 489.8 45 6049.1 2550.1 1522.0 0.0 8357.5 0.0 3510.0 1025.4 623.4 24663.6 1522.0 46 11196.1 1654.5 9.8 0.0 12395.5 0.0 1854.9 694.5 350.2 3022.3 9.8 47 0.0 7759.7 724.5 0.0 16809.7 0.0 10308.2 2463.7 5995.6 1966.2 724.5 48 0.0 7039.0 649.5 0.0 11449.4 0.0 8283.4 1963.8 5005.6 478.7 649.4 49 45875.7 3974.7 1788.0 0.0 34905.4 0.0 4402.4 1584.2 6685.3 47907.7 1788.0 50 5.8 1742.0 1014.4 0.0 1402.1 0.0 2626.7 670.9 2243.3 16174.0 1012.1 51 17705.8 5783.6 3708.6 0.0 33800.9 0.0 6717.5 2333.5 12233.5 285639.3 3706.0 52 5020.5 2163.8 654.7 0.0 12468.1 0.0 2581.0 881.2 2324.8 3029.6 652.0

  • Anteproyecto y Estudio de Viabilidad para la Construcción, Conservación y Explotación de la Autovía de la Cuenca Minera. Conexión de la N-435 con la autovía A-66, Ruta de la Plata

    DOCUMENTO Nº3 PRESUPUESTO Pág. 10

    Istram 10.23 21/11/11 13:43:44 2574 pagina 2 PROYECTO : 0 ================================================= * * * RESUMEN DE MEDICIONES POR EJES * * * ================================================= EJE D ROCA FIRME TERRAP SANEO INADECUADO D TIERRA ADECUADO TODO-UNO ZAHORRA ART 25 VEGETAL TERRAPLEN EXCAVA SANEO ----- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- 53 147775.6 2908.3 9.0 0.0 62305.9 0.0 1221.1 1330.0 5677.7 25.6 9.0 54 0.0 1742.0 741.3 0.0 355.7 0.0 2662.7 669.6 3233.8 69016.7 741.3 55 98972.3 1351.0 0.0 0.0 40469.5 0.0 63.1 692.9 3558.9 0.0 0.0 56 2254.2 1766.0 92.0 0.0 12238.6 0.0 1956.3 736.8 2064.2 1007.7 92.0 71 0.0 227.0 44.4 0.0 13.3 255.2 0.0 0.0 307.5 2527.0 44.4 72 0.0 84.3 1.2 0.0 102.0 89.4 0.0 0.0 100.9 4.6 1.2 73 0.0 556.2 195.3 0.0 2010.2 600.9 0.0 0.0 984.3 3368.8 195.3 74 0.0 149.3 0.2 0.0 1048.6 155.7 0.0 0.0 234.5 0.2 0.2 75 0.0 447.8 2.5 0.0 4049.7 402.6 0.0 0.0 681.5 32.2 2.5 76 0.0 1187.2 467.4 0.0 2804.3 1281.7 0.0 0.0 1780.5 2318.2 467.4 77 0.0 238.9 2.7 0.0 176.0 130.3 0.0 0.0 178.9 384.4 2.7 78 0.0 374.0 46.8 0.0 1956.9 399.1 0.0 0.0 605.0 530.0 46.8 79 0.0 334.0 57.2 0.0 87.3 289.7 0.0 0.0 426.7 1421.8 57.2 80 0.0 148.2 0.3 0.0 105.9 80.7 0.0 0.0 91.1 0.5 0.3 81 0.0 149.8 40.4 0.0 30.8 167.5 0.0 0.0 253.6 950.1 40.4 82 0.0 131.0 9.1 0.0 28.4 58.1 0.0 0.0 61.9 35.5 9.1 83 0.0 69.3 0.0 0.0 93.0 72.9 0.0 0.0 82.6 0.0 0.0 84 0.0 1059.4 180.5 0.0 764.2 1141.2 0.0 0.0 1321.3 760.0 180.5 85 0.0 1179.9 490.0 0.0 1176.8 1281.4 0.0 0.0 1825.4 6160.4 490.0 86 0.0 613.0 22.3 0.0 1668.9 654.4 0.0 0.0 821.4 341.1 22.3 87 0.0 318.2 59.1 0.0 39.8 352.9 0.0 0.0 946.0 11197.8 59.1 88 0.0 177.7 42.8 0.0 195.9 110.6 0.0 0.0 143.1 36.7 42.8 89 0.0 167.6 0.0 0.0 2504.8 172.9 0.0 0.0 334.1 0.0 0.0 90 0.0 1148.6 1554.8 0.0 1671.7 0.0 1874.8 450.2 1750.2 5615.8 1554.8 91 0.0 279.8 0.0 0.0 8118.5 288.8 0.0 0.0 706.3 0.0 0.0 92 0.0 1006.3 546.7 0.0 1693.5 1098.9 0.0 0.0 1932.2 10517.1 546.7 93 0.0 146.4 3.3 0.0 109.4 83.6 0.0 0.0 92.5 3.4 3.3 94 0.0 254.3 166.8 0.0 93.5 284.0 0.0 0.0 539.5 3604.5 166.8 95 0.0 764.5 889.3 0.0 2959.2 0.0 1152.4 310.9 1172.2 1245.6 889.3 96 0.0 156.7 171.8 0.0 57.5 174.8 0.0 0.0 319.3 1708.3 171.8 97 0.0 206.0 506.9 0.0 1180.4 633.4 0.0 0.0 436.3 237.4 506.9 98 0.0 586.8 1408.2 0.0 1765.1 628.0 0.0 0.0 1155.8 1841.4 1408.2 99 0.0 636.3 524.7 0.0 1425.8 687.7 0.0 0.0 1024.0 711.9 524.7 100 0.0 122.3 4.4 0.0 78.1 63.0 0.0 0.0 72.2 4.6 4.4 101 0.0 71.8 126.2 0.0 68.5 62.4 0.0 0.0 164.8 2372.9 126.2 102 0.0 1462.7 5131.8 0.0 13296.4 1594.1 0.0 0.0 3610.2 14684.7 5131.8 103 0.0 2930.1 1872.0 0.0 2972.6 0.0 4241.8 1091.3 3147.5 14754.2 1872.0 104 0.0 946.1 1242.4 0.0 2749.8 1027.6 0.0 0.0 1825.0 7205.5 1242.4 105 0.0 183.8 5.6 0.0 285.9 192.9 0.0 0.0 222.2 21.8 5.6 106 0.0 160.5 5.4 0.0 302.1 101.1 0.0 0.0 125.0 16.5 5.4

  • Anteproyecto y Estudio de Viabilidad para la Construcción, Conservación y Explotación de la Autovía de la Cuenca Minera. Conexión de la N-435 con la autovía A-66, Ruta de la Plata

    DOCUMENTO Nº3 PRESUPUESTO Pág. 11

    Istram 10.23 21/11/11 13:43:44 2574 pagina 3 PROYECTO : 0 ================================================= * * * RESUMEN DE MEDICIONES POR EJES * * * ================================================= EJE D ROCA FIRME TERRAP SANEO INADECUADO D TIERRA ADECUADO TODO-UNO ZAHORRA ART 25 VEGETAL TERRAPLEN EXCAVA SANEO ----- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- 107 0.0 943.7 192.2 0.0 2839.0 1010.5 0.0 0.0 1403.1 1605.8 192.2 108 0.0 1662.0 490.8 0.0 3004.1 1782.5 0.0 0.0 2297.0 2124.9 490.8 109 0.0 681.2 79.2 0.0 284.1 736.5 0.0 0.0 877.4 1229.1 79.2 110 0.0 206.9 48.6 0.0 98.2 196.2 0.0 0.0 249.9 568.9 48.6 111 0.0 164.5 40.7 0.0 292.3 176.9 0.0 0.0 229.2 193.9 40.7 112 0.0 140.6 22.1 0.0 56.4 82.6 0.0 0.0 99.7 63.2 22.1 113 0.0 86.6 16.1 0.0 4.5 99.2 0.0 0.0 201.7 1330.8 16.1 114 262.7 4946.9 5197.9 0.0 7110.9 0.0 6703.6 1707.9 9323.3 167016.1 5197.9 115 0.0 617.9 48.9 0.0 7478.9 531.9 0.0 0.0 1092.5 867.5 48.9 116 0.0 859.7 380.5 0.0 7051.9 950.5 0.0 0.0 1985.6 8876.6 380.5 117 0.0 394.5 277.7 0.0 945.4 425.3 0.0 0.0 836.1 5470.5 277.7 118 0.0 1070.0 468.9 0.0 41544.2 1161.9 0.0 0.0 3006.0 4108.9 468.9 119 0.0 465.4 51.5 0.0 5703.1 446.1 0.0 0.0 861.6 569.6 51.5 120 0.0 471.1 59.0 0.0 1775.3 427.5 0.0 0.0 636.8 631.8 59.0 121 0.0 436.8 81.9 0.0 837.5 401.2 0.0 0.0 647.3 1957.8 81.9 122 0.0 700.6 723.3 0.0 8001.5 694.3 0.0 0.0 1539.1 4585.4 723.3 123 0.0 587.5 111.7 0.0 3483.2 627.4 0.0 0.0 953.1 372.4 111.7 124 0.0 504.5 69.8 0.0 948.9 444.9 0.0 0.0 594.1 654.1 69.8 125 0.0 672.8 20.7 0.0 3093.0 655.3 0.0 0.0 902.5 106.0 20.7 126 0.0 325.5 29.4 0.0 366.6 264.6 0.0 0.0 316.0 88.2 29.4 130 0.0 383.2 51.8 0.0 627.3 405.5 0.0 0.0 486.6 163.5 51.8 154 0.0 136.4 250.0 0.0 0.0 0.0 129.8 52.8 175.4 5413.9 250.0 155 0.0 134.4 169.0 0.0 0.0 0.0 127.5 51.9 183.4 6952.9 169.0 156 0.0 140.8 164.9 0.0 0.0 0.0 133.7 54.4 210.3 7064.5 164.9 157 0.0 149.2 1175.2 0.0 0.0 0.0 139.5 56.7 417.8 16436.8 1175.2 158 8563.3 170.0 0.0 0.0 4746.3 0.0 0.0 87.0 271.9 0.0 0.0 159 10034.0 171.6 0.0 0.0 6335.7 0.0 0.0 87.8 373.4 0.0 0.0 160 0.0 174.1 180.6 0.0 0.0 0.0 165.4 67.3 305.8 14987.0 180.6 161 0.0 171.6 1950.6 0.0 0.0 0.0 162.8 66.3 582.1 29503.0 1950.6 162 295.1 144.6 0.0 0.0 1728.5 0.0 73.9 67.0 171.3 0.0 0.0 163 1682.5 146.6 0.0 0.0 2475.6 0.0 0.0 73.7 216.9 0.0 0.0 164 1062.2 129.9 0.0 0.0 2143.5 0.0 13.4 63.3 191.3 0.0 0.0 165 183.1 137.7 0.7 0.0 1224.2 0.0 127.1 57.5 149.7 25.3 0.7 166 1243.2 232.1 6.7 0.0 2005.5 0.0 248.2 97.4 325.2 585.3 6.7 167 0.0 167.5 44.8 0.0 96.3 0.0 254.6 64.8 181.7 758.3 44.8 168 0.0 152.7 53.0 0.0 353.8 0.0 230.6 58.8 158.3 229.8 53.0 169 143.1 162.6 0.0 0.0 2399.0 0.0 195.8 64.2 269.7 0.0 0.0 171 0.0 250.8 109.4 0.0 286.4 282.7 0.0 0.0 400.8 740.0 109.4 172 0.0 241.7 263.4 0.0 20.4 279.3 0.0 0.0 957.9 12352.2 263.4 173 0.0 691.1 146.6 0.0 26621.9 763.3 0.0 0.0 2178.7 5251.6 146.6

  • Anteproyecto y Estudio de Viabilidad para la Construcción, Conservación y Explotación de la Autovía de la Cuenca Minera. Conexión de la N-435 con la autovía A-66, Ruta de la Plata

    DOCUMENTO Nº3 PRESUPUESTO Pág. 12

    Istram 10.23 21/11/11 13:43:44 2574 pagina 4 PROYECTO : 0 ================================================= * * * RESUMEN DE MEDICIONES POR EJES * * * ================================================= EJE D ROCA FIRME TERRAP SANEO INADECUADO D TIERRA ADECUADO TODO-UNO ZAHORRA ART 25 VEGETAL TERRAPLEN EXCAVA SANEO ----- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- 174 0.0 360.1 766.0 0.0 907.3 392.1 0.0 0.0 832.3 8475.6 766.0 175 0.0 437.7 4.3 0.0 105973.3 475.8 0.0 0.0 3033.7 13.8 4.3 176 0.0 274.7 1.4 0.0 3346.1 297.6 0.0 0.0 532.6 4.4 1.4 177 0.0 284.5 64.4 0.0 269.3 315.0 0.0 0.0 377.0 318.2 64.4 178 0.0 498.9 31.3 0.0 8975.2 542.8 0.0 0.0 1061.4 72.5 31.3 179 0.0 543.5 746.0 0.0 905.0 612.4 0.0 0.0 1151.9 5629.4 746.0 181 0.0 1032.4 469.7 0.0 4714.4 1131.9 0.0 0.0 2088.7 9733.3 469.7 182 0.0 1723.7 160.4 0.0 63993.7 1879.2 0.0 0.0 4753.8 952.3 160.4 183 0.0 91.4 23.5 0.0 81.3 100.0 0.0 0.0 112.8 18.7 23.5 184 0.0 1306.6 599.0 0.0 16986.1 1428.0 0.0 0.0 2921.1 8118.5 599.0 185 0.0 396.7 184.2 0.0 31113.4 433.3 0.0 0.0 1644.2 219.3 184.2 186 0.0 358.7 35.5 0.0 1310.2 388.5 0.0 0.0 504.2 94.3 35.5 187 0.0 473.2 2.9 0.0 4180.0 519.2 0.0 0.0 849.9 413.3 2.9 188 0.0 481.9 6.1 0.0 4068.7 523.5 0.0 0.0 823.4 100.0 6.1 189 0.0 1245.0 50.2 0.0 65861.0 1364.9 0.0 0.0 3793.9 1234.0 50.2 190 0.0 843.5 22.1 0.0 15164.7 916.0 0.0 0.0 1840.0 56.9 22.1 191 0.0 472.8 120.1 0.0 2356.3 522.8 0.0 0.0 759.6 540.2 120.1 192 0.0 877.1 235.5 0.0 2490.0 961.6 0.0 0.0 1441.1 3556.1 235.5 193 0.0 451.7 124.6 0.0 855.5 501.6 0.0 0.0 759.9 2292.6 124.6 194 0.0 1131.8 405.6 0.0 19273.1 1242.2 0.0 0.0 2638.3 3138.5 405.6 195 0.0 3173.4 244.9 0.0 52269.7 3457.0 0.0 0.0 6637.5 1099.3 244.9 196 0.0 3150.7 181.4 0.0 59591.6 3421.3 0.0 0.0 6783.6 472.7 181.4 197 0.0 77.0 76.2 0.0 68.9 84.8 0.0 0.0 107.6 67.3 76.2 198 0.0 474.7 5.6 0.0 20866.3 510.8 0.0 0.0 1371.8 7.3 5.6 199 0.0 185.7 1.0 0.0 7733.2 201.6 0.0 0.0 573.9 12.1 1.0 200 0.0 249.9 0.0 0.0 7285.9 270.9 0.0 0.0 658.9 0.0 0.0 201 0.0 243.3 15.6 0.0 1241.2 266.0 0.0 0.0 389.3 148.0 15.6 203 0.0 174.2 0.8 0.0 2374.4 187.7 0.0 0.0 335.4 3.5 0.8 ----- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- TOTAL 7155587.6 675000.7 324171.5 16666.9 4496982.3 50411.9 709691.2 279371.9 856975.9 10252894.2 324161.4

  • Anteproyecto y Estudio de Viabilidad para la Construcción, Conservación y Explotación de la Autovía de la Cuenca Minera. Conexión de la N-435 con la autovía A-66, Ruta de la Plata

    DOCUMENTO Nº3 PRESUPUESTO Pág. 13

    3. FIRMES

  • Anteproyecto y Estudio de Viabilidad para la Construcción, Conservación y Explotación de la Autovía de la Cuenca Minera. Conexión de la N-435 con la autovía A-66, Ruta de la Plata

    DOCUMENTO Nº3 PRESUPUESTO Pág. 14

    Istram 10.23 21/11/11 13:44:01 2574 pagina 1 PROYECTO : 0 ================================================= * * * RESUMEN DE FIRMES POR EJES * * * ================================================= EJE ZA-25 ZA-25 AC 32 Base S ZAD-20 AC 22 Bin S PA-16 AC 16 Surf S Relleno Bermas Relleno Mediana Rellenos ----- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- 1 217232.9 51851.8 45448.2 42975.7 65402.7 36573.5 0.0 8577.2 61050.1 1381.8 2 358.9 0.0 89.9 0.0 59.6 46.8 0.0 30.2 0.0 0.0 3 364.1 0.0 89.9 0.0 59.6 46.8 0.0 31.7 0.0 0.0 4 323.5 0.0 72.2 0.0 93.6 67.2 0.0 34.7 0.0 10.2 5 508.9 157.9 90.0 217.4 117.1 91.0 0.0 64.5 0.0 0.0 6 560.0 172.2 98.2 238.2 127.9 99.3 0.0 72.2 0.0 0.0 7 555.4 172.5 97.6 238.5 127.3 98.8 0.0 71.0 0.0 0.0 8 517.1 188.4 95.8 218.8 123.4 95.9 0.0 53.0 0.0 0.0 9 2252.0 0.0 513.8 0.0 447.0 279.5 0.0 252.6 0.0 0.1 10 1474.3 0.0 337.3 0.0 279.9 183.7 0.0 159.4 0.0 0.0 14 344.8 0.0 87.9 0.0 58.5 46.0 0.0 26.4 0.0 0.0 15 356.7 0.0 89.8 0.0 59.6 46.8 0.0 28.4 0.0 0.0 16 339.2 0.0 78.5 0.0 105.6 69.2 0.0 34.8 0.0 200.9 17 483.0 152.2 87.2 205.1 113.0 87.9 0.0 59.5 0.0 0.0 18 606.9 168.8 108.3 233.8 138.1 107.3 0.0 70.9 0.0 0.0 19 572.1 180.3 102.1 241.2 132.5 103.0 0.0 71.3 0.0 0.0 20 516.7 152.4 92.4 213.2 119.3 92.7 0.0 60.6 0.0 0.0 21 1024.6 0.0 234.8 0.0 204.8 127.7 0.0 109.8 0.0 0.0 22 444.0 0.0 101.4 0.0 88.4 55.1 0.0 46.7 0.0 0.0 32 326.2 0.0 84.3 0.0 56.6 44.7 0.0 23.8 0.0 0.0 33 342.9 0.0 87.3 0.0 58.2 45.9 0.0 27.8 0.0 0.0 34 2017.1 0.0 486.5 0.0 416.4 297.9 0.0 158.8 0.0 229.7 35 861.8 277.0 163.9 375.1 207.4 161.5 0.0 99.3 0.0 0.0 36 815.6 260.0 154.1 355.6 195.9 153.0 0.0 95.9 0.0 0.0 37 1097.6 115.1 224.4 149.7 194.7 152.0 0.0 162.6 0.0 0.0 38 529.4 171.7 101.2 231.0 128.1 99.8 0.0 59.6 0.0 0.0 39 455.6 0.0 106.7 0.0 84.5 60.7 0.0 45.5 0.0 0.0 40 489.5 0.0 115.4 0.0 89.9 63.1 0.0 44.1 0.0 0.0 41 369.3 0.0 87.0 0.0 70.1 49.5 0.0 38.3 0.0 0.0 42 257.9 0.0 60.3 0.0 49.6 37.5 0.0 25.4 0.0 0.0 43 1740.3 0.0 399.5 0.0 367.0 376.7 0.0 193.2 0.0 0.1 44 1224.3 443.7 223.3 482.7 370.9 265.9 0.0 126.8 0.0 326.8 45 1030.1 345.4 192.3 426.9 244.6 190.8 0.0 119.9 0.0 0.1 46 661.0 221.4 126.2 286.0 159.4 124.2 0.0 76.2 0.0 0.0 47 3746.4 0.0 662.9 0.0 1148.6 1277.8 0.0 915.5 0.0 8.7 48 2962.8 0.0 541.6 0.0 1333.1 1253.2 0.0 937.5 0.0 10.8 49 1532.8 558.7 277.0 611.9 484.4 338.9 0.0 167.9 0.0 3.2 50 656.4 289.2 125.7 312.1 159.2 123.9 0.0 75.5 0.0 0.0 51 2331.1 860.4 433.6 850.4 605.4 474.4 0.0 218.0 0.0 10.4 52 919.1 243.7 193.5 330.5 218.3 171.7 0.0 87.1 0.0 0.0

  • Anteproyecto y Estudio de Viabilidad para la Construcción, Conservación y Explotación de la Autovía de la Cuenca Minera. Conexión de la N-435 con la autovía A-66, Ruta de la Plata

    DOCUMENTO Nº3 PRESUPUESTO Pág. 15

    Istram 10.23 21/11/11 13:44:01 2574 pagina 2 PROYECTO : 0 ================================================= * * * RESUMEN DE FIRMES POR EJES * * * ================================================= EJE ZA-25 ZA-25 AC 32 Base S ZAD-20 AC 22 Bin S PA-16 AC 16 Surf S Relleno Bermas Relleno Mediana Rellenos ----- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- 53 1482.3 138.7 322.1 192.5 351.7 263.2 0.0 147.8 0.0 10.0 54 693.1 243.2 132.4 299.4 167.7 130.8 0.0 75.5 0.0 0.0 55 536.4 184.1 102.6 235.6 130.3 101.5 0.0 60.5 0.0 0.0 56 687.9 257.1 140.3 305.3 172.7 134.7 0.0 68.1 0.0 0.0 71 227.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 72 84.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 73 556.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 74 149.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 75 447.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 76 1187.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 77 238.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 78 374.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 79 333.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 80 148.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 81 149.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 82 131.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 83 69.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 84 1059.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 85 1179.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 86 613.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 87 304.3 0.0 0.0 0.0 0.0 0.0 10.3 0.0 0.0 3.5 88 177.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 89 167.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 90 686.1 0.0 178.6 0.0 177.6 104.2 0.0 0.0 0.0 2.1 91 279.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 92 1006.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 93 146.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 94 254.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 95 472.3 0.0 122.6 0.0 107.7 61.9 0.0 0.0 0.0 0.0 96 156.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 97 206.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 98 586.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 99 636.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100 122.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 101 58.6 0.0 0.0 0.0 0.0 0.0 13.1 0.0 0.0 0.0 102 1462.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 103 1740.6 0.0 453.7 0.0 395.8 288.8 0.0 46.3 0.0 4.8 104 946.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 105 183.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 106 160.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

  • Anteproyecto y Estudio de Viabilidad para la Construcción, Conservación y Explotación de la Autovía de la Cuenca Minera. Conexión de la N-435 con la autovía A-66, Ruta de la Plata

    DOCUMENTO Nº3 PRESUPUESTO Pág. 16

    Istram 10.23 21/11/11 13:44:01 2574 pagina 3 PROYECTO : 0 ================================================= * * * RESUMEN DE FIRMES POR EJES * * * ================================================= EJE ZA-25 ZA-25 AC 32 Base S ZAD-20 AC 22 Bin S PA-16 AC 16 Surf S Relleno Bermas Relleno Mediana Rellenos ----- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- 107 943.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 108 1661.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 109 681.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 110 206.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 111 164.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 112 140.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 113 86.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 114 2682.8 0.0 619.2 0.0 485.0 379.5 0.0 214.3 0.0 566.2 115 617.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 116 842.5 0.0 0.0 0.0 0.0 0.0 15.2 0.0 0.0 2.0 117 378.6 0.0 0.0 0.0 0.0 0.0 12.9 0.0 0.0 2.9 118 1044.9 0.0 0.0 0.0 0.0 0.0 20.4 0.0 0.0 4.8 119 465.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 120 471.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 121 436.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 122 700.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 123 571.4 0.0 0.0 0.0 0.0 0.0 15.2 0.0 0.0 0.9 124 504.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 125 672.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 126 325.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 130 383.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 154 54.0 22.1 12.4 20.4 14.8 11.2 0.0 1.6 0.0 0.0 155 52.9 22.0 12.4 20.1 14.7 11.1 0.0 1.2 0.0 0.0 156 55.1 23.4 13.1 21.1 15.4 11.7 0.0 1.1 0.0 0.0 157 57.3 28.8 13.3 21.3 15.7 11.3 0.0 1.4 0.0 0.0 158 68.0 26.3 16.3 24.9 18.9 14.2 0.0 1.4 0.0 0.0 159 67.6 27.4 16.4 25.6 19.2 14.4 0.0 1.0 0.0 0.0 160 69.2 27.9 15.6 26.2