CANTIDADES DE OBRA LINEA PLANTA EL COLEGIO CONSTRUCCION PLANTA DE TRATAMIENTO DE AGUAS RESIDUALES MUNICIPALIDAD DE VALLADOLID Datos Espesor de Cama de Arena (m) Espesor de Material Selecto 1 (m) Espesor de Material Selecto 2 (m) Factor de Abundamiento (25.00 %) 0.10 0.10 0.15 1.25 Terreno Natural (m) A PN48 PN49 PN50 PN51 PN49 PN53 PN54 PN55 PN55 PN56 PN58 PN56 PN61 CN15 PN60 PN59 PN60 PN62 PN69 PN69 PN72 PN74 PN62 PN74 PN65 PN65 PN67 PN68 PN68 PN75 PN72 PN77 PN78 PN80 PN78 PN82 PN83 PN84 PN84 PN86 PN87 PN88 PN89 PN90 PN90-A PN91 PN92 PN93 PN94 PN95 PN96 PN97 PN98 PN99 PIPT Tramo Long. Hor. (m) 41.43 25.05 30.53 16.06 17.81 25.45 23.05 17.15 11.40 31.26 13.50 24.05 49.04 24.16 78.29 36.69 25.67 53.77 52.68 44.61 45.65 7.62 26.88 53.42 55.83 29.27 31.22 23.64 52.07 24.35 5.51 50.40 10.70 34.85 43.02 60.28 37.62 48.58 33.88 39.02 49.45 75.16 81.78 49.92 80.71 80.77 52.04 25.33 75.55 15.62 33.52 31.66 37.63 70.35 2114.950 Long. Hor. (m) Long. Hor. Acum. (m) 41.43 66.48 97.01 113.07 130.88 156.33 179.38 196.53 207.93 239.19 252.69 276.74 301.73 325.89 404.18 440.87 466.54 520.31 572.99 617.60 663.25 670.87 697.75 751.17 807.00 836.27 867.49 891.13 943.20 967.55 973.06 1023.46 1034.16 1069.01 1112.03 1172.31 1209.93 1258.51 1292.39 1331.41 1380.86 1456.02 1537.80 1587.72 1668.43 1749.20 1801.24 1826.57 1902.12 1917.74 1951.26 1982.92 2020.55 2090.90 Long. Hor. Acum. (m) Long. Tube. (m) 41.43 25.05 30.53 16.06 17.81 25.45 23.05 17.15 11.40 31.26 13.50 24.05 49.04 24.16 78.29 36.69 25.67 53.77 52.68 44.61 45.65 7.62 26.88 53.42 55.83 29.27 31.22 23.64 52.07 24.35 5.51 50.40 10.70 34.85 43.02 60.28 37.62 48.58 33.88 39.02 49.45 75.16 81.78 49.92 80.71 80.77 52.04 25.33 75.55 15.62 33.52 31.66 37.63 70.35 2114.950 Long. Tube. (m) Long. Tube. Acum. (m) 41.43 66.48 97.01 113.07 130.88 156.33 179.38 196.53 207.93 239.19 252.69 276.74 301.73 325.89 404.18 440.87 466.54 520.31 572.99 617.60 663.25 670.87 697.75 751.17 807.00 836.27 867.49 891.13 943.20 967.55 973.06 1023.46 1034.16 1069.01 1112.03 1172.31 1209.93 1258.51 1292.39 1331.41 1380.86 1456.02 1537.80 1587.72 1668.43 1749.20 1801.24 1826.57 1902.12 1917.74 1951.26 1982.92 2020.55 2090.90 Long. Tube. Acum. (m) Inicial 1248.65 1246.32 1252.47 1251.36 1250.31 1256.25 1252.07 1247.95 1245.96 1244.24 1238.83 1238.28 1236.75 1231.76 1229.53 1236.75 1231.24 1229.35 1229.35 1224.49 1224.25 1225.62 1227.19 1226.91 1226.91 1227.10 1227.86 1226.27 1225.59 1224.52 1223.32 1223.08 1219.46 1221.13 1221.08 1218.62 1209.54 1204.85 1202.11 1200.52 1198.45 1197.56 1194.51 1187.24 1183.99 1181.21 1178.43 1174.15 1173.14 1165.55 1164.41 1163.09 1160.56 1157.78 Final 1246.32 1245.96 1251.36 1250.31 1245.96 1252.07 1247.95 1244.24 1244.24 1236.75 1238.28 1236.75 1231.76 1229.53 1229.35 1231.24 1229.35 1226.91 1226.05 1226.05 1223.08 1225.59 1226.91 1225.59 1227.86 1227.86 1226.27 1224.52 1224.52 1223.32 1223.08 1219.46 1218.62 1221.08 1218.62 1209.54 1204.85 1200.52 1200.52 1198.45 1197.56 1194.51 1187.24 1183.99 1181.21 1178.43 1174.15 1173.14 1165.55 1164.41 1163.09 1160.56 1157.78 1145.60 Terreno Natural (m) Invertidas de Pozos (m) S (%) T.N. 5.62% 1.44% 3.64% 6.54% 24.42% 16.42% 17.87% 21.63% 15.09% 23.96% 4.07% 6.36% 10.18% 9.23% 0.23% 15.02% 7.36% 4.54% 6.26% -3.50% 2.56% 0.39% 1.04% 2.47% -1.70% -2.60% 5.09% 7.40% 2.05% 4.93% 4.36% 7.18% 7.85% 0.14% 5.72% 15.06% 12.47% 8.91% 4.69% 5.30% 1.80% 4.06% 8.89% 6.51% 3.44% 3.44% 8.22% 3.99% 10.05% 7.30% 3.94% 7.99% 7.39% 17.31% S (%) T.N. Inicial 1247.65 1244.82 1251.47 1249.86 1248.31 1255.25 1251.07 1245.95 1244.46 1243.24 1237.33 1236.78 1235.75 1230.26 1228.53 1235.75 1230.24 1227.85 1227.85 1223.49 1221.75 1222.62 1226.19 1225.91 1225.91 1225.60 1225.36 1224.77 1222.59 1222.02 1221.82 1221.58 1217.96 1220.13 1219.58 1217.12 1208.04 1203.35 1200.61 1199.02 1196.95 1196.06 1193.01 1185.74 1182.49 1179.71 1176.93 1172.65 1171.64 1164.05 1162.91 1161.59 1159.06 1156.28 Final 1244.82 1244.46 1249.86 1248.31 1244.96 1251.07 1245.95 1243.24 1243.24 1235.75 1236.78 1235.75 1230.26 1228.53 1227.85 1230.24 1227.85 1225.91 1223.05 1223.05 1221.58 1222.59 1225.91 1222.59 1225.36 1225.36 1224.77 1222.02 1222.02 1221.82 1221.58 1217.96 1217.12 1219.58 1217.12 1208.04 1203.35 1199.02 1199.02 1196.95 1196.06 1193.01 1185.74 1182.49 1179.71 1176.93 1172.65 1171.64 1164.05 1162.91 1161.59 1159.06 1156.28 1144.10 Invertidas de Pozos (m) Altura de Pozos (m) S (%) Tubería 6.83% 1.44% 5.27% 9.65% 18.81% 16.42% 22.21% 15.80% 10.70% 23.96% 4.07% 4.28% 11.19% 7.16% 0.87% 15.02% 9.31% 3.61% 9.11% 0.99% 0.37% 0.39% 1.04% 6.21% 0.99% 0.82% 1.89% 11.63% 1.09% 0.82% 4.36% 7.18% 7.85% 1.58% 5.72% 15.06% 12.47% 8.91% 4.69% 5.30% 1.80% 4.06% 8.89% 6.51% 3.44% 3.44% 8.22% 3.99% 10.05% 7.30% 3.94% 7.99% 7.39% 17.31% S (%) Tubería Inicial 1.00 1.50 1.00 1.50 2.00 1.00 1.00 2.00 1.50 1.00 1.50 1.50 1.00 1.50 1.00 1.00 1.00 1.50 1.50 1.00 2.50 3.00 1.00 1.00 1.00 1.50 2.50 1.50 3.00 2.50 1.50 1.50 1.50 1.00 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 Final 1.50 1.50 1.50 2.00 1.00 1.00 2.00 1.00 1.00 1.00 1.50 1.00 1.50 1.00 1.50 1.00 1.50 1.00 3.00 3.00 1.50 3.00 1.00 3.00 2.50 2.50 1.50 2.50 2.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 Altura de Pozos (m) Ancho de Zanjo (m) 0.60 0.60 0.60 0.80 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.65 0.65 0.65 0.70 0.60 0.65 0.80 0.65 0.65 0.65 0.80 0.65 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 Ancho de Zanjo (m) Excavación de Cama de Relleno con Material Relleno con Material Volumen de Tubería (m³) Arena (m³) Selecto (m³) de Sitio (m³) Acarreo (m³) 31.073 22.545 22.898 22.484 16.029 15.270 20.745 15.435 8.550 18.756 12.150 18.038 36.780 18.120 58.718 22.014 19.253 40.328 77.045 57.993 59.345 16.002 16.128 69.446 78.162 38.051 40.586 30.732 114.554 31.655 4.959 45.360 9.630 26.138 38.718 54.252 33.858 43.722 30.492 35.118 44.505 67.644 73.602 44.928 72.639 72.693 46.836 22.797 67.995 14.058 30.168 28.494 33.867 63.315 2054.669 2.486 1.503 1.832 1.285 1.069 1.527 1.383 1.029 0.684 1.876 0.810 1.443 2.942 1.450 4.697 2.201 1.540 3.226 3.424 2.900 2.967 0.533 1.613 3.472 4.466 1.903 2.029 1.537 4.166 1.583 0.331 3.024 0.642 2.091 2.581 3.617 2.257 2.915 2.033 2.341 2.967 4.510 4.907 2.995 4.843 4.846 3.122 1.520 4.533 0.937 2.011 1.900 2.258 4.221 130.977 9.247 5.591 6.814 4.877 3.975 5.680 5.145 3.828 2.544 6.977 3.013 5.368 10.946 5.392 17.474 8.189 5.730 12.001 12.818 10.854 11.107 2.007 6.000 12.998 16.954 7.122 7.596 5.752 15.813 5.925 1.230 11.249 2.388 7.778 9.602 13.454 8.397 10.843 7.562 8.709 11.037 16.776 18.253 11.142 18.014 18.028 11.615 5.654 16.863 3.486 7.482 7.066 8.399 15.702 488.470 18.584 14.994 13.695 16.029 10.660 7.598 13.797 10.265 5.114 9.333 8.081 10.788 21.997 10.837 35.118 10.954 11.515 24.119 59.841 43.425 44.438 13.322 8.025 52.001 55.723 28.493 30.391 23.012 93.626 23.703 3.298 30.167 6.405 15.632 25.750 36.081 22.518 29.078 20.279 23.356 29.599 44.988 48.950 29.880 48.310 48.346 31.149 15.162 45.221 9.350 20.064 18.950 22.524 42.109 1396.643 15.611 9.439 11.504 8.069 6.711 9.590 8.685 6.462 4.296 11.779 5.087 9.062 18.478 9.103 29.500 13.825 9.672 20.261 21.504 18.210 18.634 3.350 10.128 21.806 28.049 11.948 12.744 9.650 26.160 9.940 2.076 18.991 4.032 13.131 16.210 22.714 14.175 18.305 12.766 14.703 18.633 28.320 30.815 18.810 30.412 30.434 19.609 9.544 28.467 5.886 12.630 11.929 14.179 26.508 822.533 Volumen de Tubería (m³) 0.756 0.457 0.557 0.293 0.325 0.464 0.420 0.313 0.208 0.570 0.246 0.439 0.895 0.441 1.428 0.669 0.468 0.981 0.961 0.814 0.833 0.139 0.490 0.974 1.018 0.534 0.569 0.431 0.950 0.444 0.101 0.919 0.195 0.636 0.785 1.100 0.686 0.886 0.618 0.712 0.902 1.371 1.492 0.911 1.472 1.473 0.949 0.462 1.378 0.285 0.611 0.578 0.686 1.283 38.580