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LONGITUD ABSCISA COTA ROJA COTA NEGRA COTA CAJEO CORTE ANCHO+
SOBREANCHO
VOLUMEN DE
EXCAVACION
EJE DIAGONAL 65 16.68 1,017.700 1,018.400 1,017.100 1.30 10.600 92.050
0.55% 16.68 10.00 1,017.663 1,018.400 1,017.063 1.34 10.600 141.694
EJE CALLE 65 - 1,017.608 1,018.420 1,017.008 1.41 10.600 -
234
CARRERA 25 GLORIETA
CALCULO DE RASANTES Y VOLUMENES DE EXCAVACION
ABSCISA COTA ROJA COTA NEGRA COTA CAJEO CORTE ANCHO+
SOBREANCHO
VOLUMEN DE
EXCAVACION
EJE DIAG. 65 507.89 1,024.530 1,024.400
BORDE DIAG. 65 504.39 1,024.460 1,024.400 1,023.860 0.54 7.600 18.017
500 1,024.438 1,024.400 1,023.838 0.56 7.600 42.708
490 1,024.388 1,024.355 1,023.788 0.57 7.600 43.088
480 1,024.338 1,024.200 1,023.738 0.46 7.600 35.108
470 1,024.288 1,024.200 1,023.688 0.51 7.600 38.908
460 1,024.238 1,024.200 1,023.638 0.56 7.600 42.709
450 1,024.188 1,024.200 1,023.588 0.61 7.600 46.509
440 1,024.138 1,024.200 1,023.538 0.66 7.600 50.309
430 1,024.088 1,024.149 1,023.488 0.66 7.600 50.233
420 1,024.038 1,024.088 1,023.438 0.65 7.600 49.397
410 1,023.988 1,024.027 1,023.388 0.64 7.600 48.561
400 1,023.938 1,023.967 1,023.338 0.63 7.600 47.801
390 1,023.888 1,023.908 1,023.288 0.62 7.600 47.117
380 1,023.838 1,023.848 1,023.238 0.61 7.600 46.357
370 1,023.788 1,023.800 1,023.188 0.61 7.600 46.509
360 1,023.738 1,023.800 1,023.138 0.66 7.600 50.309
350 1,023.688 1,023.800 1,023.088 0.71 7.600 54.109
340 1,023.638 1,023.800 1,023.038 0.76 7.600 57.909
330 1,023.588 1,023.706 1,022.988 0.72 7.600 54.566
320 1,023.538 1,023.603 1,022.938 0.66 7.600 50.538
310 1,023.488 1,023.607 1,022.888 0.72 7.600 54.642
300 1,023.438 1,023.817 1,022.838 0.98 7.600 74.402
290 1,023.388 1,024.006 1,022.788 1.22 7.600 8.701
EJE CALLE 65BIS 289.06 1,023.383 1,024.011 1,022.783 1.23 7.600 84.505
280 1,023.338 1,024.055 1,022.738 1.32 7.600 100.090
270 1,023.288 1,024.103 1,022.688 1.41 7.600 107.538
260 1,023.238 1,024.151 1,022.638 1.51 7.600 114.986
250 1,023.188 1,024.199 1,022.588 1.61 7.600 122.434
240 1,023.138 1,024.200 1,022.538 1.66 7.600 126.310
230 1,023.088 1,024.200 1,022.488 1.71 7.600 130.110
220 1,023.038 1,024.128 1,022.438 1.69 7.600 128.438
210 1,022.988 1,024.048 1,022.388 1.66 7.600 126.158
200 1,022.938 1,024.000 1,022.338 1.66 7.600 126.311
190 1,022.888 1,024.000 1,022.288 1.71 7.600 130.111
180 1,022.838 1,024.000 1,022.238 1.76 7.600 133.911
170 1,022.788 1,024.000 1,022.188 1.81 7.600 137.711
160 1,022.738 1,024.000 1,022.138 1.86 7.600 141.511
150 1,022.688 1,023.800 1,022.088 1.71 7.600 130.111
140 1,022.638 1,023.996 1,022.038 1.96 7.600 148.807
130 1,022.588 1,023.897 1,021.988 1.91 7.600 33.514
EJE CALLE 61 CARRIL
DERECHO 127.69 1,022.576 1,023.874 1,021.976 1.90 7.600 110.907
0.50% 120 1,022.538 1,023.798 1,021.938 1.86 7.600 18.942
EJE CALLE 61 CARRIL
IZQUIERDO 118.66 1,022.531 1,023.779 1,021.931 1.85 7.600 121.632
110 1,022.488 1,023.659 1,021.888 1.77 7.600 134.595
100 1,022.438 1,023.519 1,021.838 1.68 7.600 127.755
90 1,022.388 1,023.380 1,021.788 1.59 7.600 120.991
80 1,022.338 1,023.248 1,021.738 1.51 7.600 114.759
70 1,022.288 1,023.157 1,021.688 1.47 7.600 111.643
60 1,022.238 1,023.090 1,021.638 1.45 7.600 110.352
0.5
0%
0.5
0%
0.5
0%
CARRERA 8 ENTRE DIAG. 65 y CALLE 59
50 1,022.188 1,023.023 1,021.588 1.43 7.600 109.060
40 1,022.138 1,022.994 1,021.538 1.46 7.600 110.656
30 1,022.088 1,022.984 1,021.488 1.50 7.600 113.696
20 1,022.038 1,022.974 1,021.438 1.54 7.600 116.736
10 1,021.988 1,022.965 1,021.388 1.58 7.600 76.705
BORDE CALLE 59 3.6 1,021.956 1,022.959 1,021.356 1.60 7.600 EJE CALLE 59 0 1,022.028 1,022.955 1,021.428 1.53 7.600
4,579
0.5
0%
ABSCISA COTA ROJA COTA NEGRA COTA CAJEO CORTE ANCHO+
SOBREANCHO
EJE CARRERA 8 180.58 1,023.383 1,024.000
BORDE CARRERA 8 177.58 1,023.323 1,024.000 1,022.723 1.28 7.800
170 1,023.260 1,024.000 1,022.660 1.34 7.800
160 1,023.178 1,024.000 1,022.578 1.42 7.800
150 1,023.095 1,023.822 1,022.495 1.33 7.800
140 1,023.012 1,023.638 1,022.412 1.23 7.800
130 1,022.929 1,023.454 1,022.329 1.13 7.800
120 1,022.846 1,023.335 1,022.246 1.09 7.800
110 1,022.763 1,023.242 1,022.163 1.08 7.800
100 1,022.680 1,023.179 1,022.080 1.10 7.800
EJE CARRERA 10 96.25 1,022.649 1,023.165 1,022.049 1.12 7.800
90 1,022.597 1,023.141 1,021.997 1.14 7.800
80 1,022.514 1,023.102 1,021.914 1.19 7.800
70 1,022.431 1,023.064 1,021.831 1.23 7.800
60 1,022.349 1,023.025 1,021.749 1.28 7.800
50 1,022.266 1,022.966 1,021.666 1.30 7.800
40 1,022.183 1,022.869 1,021.583 1.29 7.800
30 1,022.100 1,022.774 1,021.500 1.27 7.800
20 1,022.017 1,022.684 1,021.417 1.27 7.800
10 1,021.934 1,022.594 1,021.334 1.26 7.800
BORDE CARRERA 13 3.5 1,021.880 1,022.537 1,021.280 1.26 7.800
EJE CARRERA 13 CARRIL
IZQUIERDO 0 1,021.950 1,022.507 1,021.350 1.16 7.800
0.8
3%
0.8
3%
CALLE 65BIS ENTRE CARRERA 8 Y 13
VOLUMEN DE
EXCAVACION
75.482
104.482
110.949
103.532
95.646
87.761
84.946
84.159
32.142
54.391
89.214
92.639
96.142
99.566
101.431
100.332
99.389
98.835
63.883
1,675
CALLE 65BIS ENTRE CARRERA 8 Y 13
ABSCISA COTA ROJA COTA NEGRA COTA CAJEO CORTE ANCHO+
SOBREANCHO
EJE CARRERA 8 241.59 1,022.576 1,023.800
240.00 1,022.545 1,023.804 1,021.945 1.86 7.600
BORDE CARRERA 8 238.59 1,022.516 1,023.784 1,021.916 1.87 7.600
230.00 1,022.463 1,023.660 1,021.863 1.80 7.600
220.00 1,022.401 1,023.534 1,021.801 1.73 7.600
210.00 1,022.339 1,023.419 1,021.739 1.68 7.600
200.00 1,022.278 1,023.302 1,021.678 1.62 7.600
190.00 1,022.216 1,023.184 1,021.616 1.57 7.600
180.00 1,022.154 1,023.057 1,021.554 1.50 7.600
170.00 1,022.092 1,022.979 1,021.492 1.49 7.600
160.00 1,022.030 1,022.940 1,021.430 1.51 7.600
150.00 1,021.968 1,022.901 1,021.368 1.53 7.600
140.00 1,021.906 1,022.863 1,021.306 1.56 7.600
130.00 1,021.844 1,022.824 1,021.244 1.58 7.600
120.00 1,021.782 1,022.756 1,021.182 1.57 7.600
EJE CARRERA 10 117.10 1,021.764 1,022.723 1,021.164 1.56 7.600
110.00 1,021.720 1,022.641 1,021.120 1.52 7.600
100.00 1,021.658 1,022.556 1,021.058 1.50 7.600
90.00 1,021.597 1,022.489 1,020.997 1.49 7.600
80.00 1,021.535 1,022.421 1,020.935 1.49 7.600
70.00 1,021.473 1,022.342 1,020.873 1.47 7.600
60.00 1,021.411 1,022.258 1,020.811 1.45 7.600
50.00 1,021.349 1,022.172 1,020.749 1.42 7.600
40.00 1,021.287 1,022.083 1,020.687 1.40 7.600
30.00 1,021.225 1,021.996 1,020.625 1.37 7.600
20.00 1,021.163 1,021.932 1,020.563 1.37 7.600
10.00 1,021.101 1,021.869 1,020.501 1.37 7.600
BORDE CARRERA 13 3.50 1,020.682 1,021.828 1,020.082 1.75 7.600
EJE CARRIL IZQUIERDO
CARRERA 13 0 1,020.752 1,021.806 1,020.152 1.65 7.600
0.6
2%
0.9
5%
CALLE 61 ENTRE CARRERA 8 Y 13 CARRIL DERECHO
VOLUMEN DE
EXCAVACION ABSCISA COTA ROJA COTA NEGRA COTA CAJEO CORTE
EJE CARRERA 8 245.00 1,022.531 1,023.800
19.925 BORDE CARRERA 8 242.00 1,022.471 1,023.720 1,021.871 1.85
121.900 240.00 1,022.461 1,023.667 1,021.861 1.81
136.550 230.00 1,022.411 1,023.518 1,021.811 1.71
131.679 220.00 1,022.361 1,023.402 1,021.761 1.64
127.644 210.00 1,022.311 1,023.284 1,021.711 1.57
123.457 200.00 1,022.261 1,023.160 1,021.661 1.50
119.194 190.00 1,022.211 1,023.019 1,021.611 1.41
114.247 180.00 1,022.161 1,022.947 1,021.561 1.39
113.024 170.00 1,022.111 1,022.885 1,021.511 1.37
114.765 160.00 1,022.061 1,022.823 1,021.461 1.36
116.506 150.00 1,022.011 1,022.763 1,021.411 1.35
118.323 140.00 1,021.961 1,022.704 1,021.361 1.34
120.064 130.00 1,021.911 1,022.646 1,021.311 1.33
34.684 120.00 1,021.861 1,022.587 1,021.261 1.33
84.086 EJE CARRERA 10 118.27 1,021.718 1,022.576 1,021.118 1.46
115.566 110.00 1,021.677 1,022.525 1,021.077 1.45
113.811 100.00 1,021.627 1,022.464 1,021.027 1.44
113.424 90.00 1,021.577 1,022.403 1,020.977 1.43
112.961 80.00 1,021.527 1,022.225 1,020.927 1.30
111.662 70.00 1,021.477 1,022.111 1,020.877 1.23
109.983 60.00 1,021.427 1,022.007 1,020.827 1.18
108.152 50.00 1,021.377 1,021.910 1,020.777 1.13
106.093 40.00 1,021.327 1,021.814 1,020.727 1.09
104.186 30.00 1,021.277 1,021.759 1,020.677 1.08
104.027 20.00 1,021.227 1,021.711 1,020.627 1.08
67.564 10.00 1,021.177 1,021.664 1,020.577 1.09
BORDE CARRERA 13 3.50 1,020.616 1,021.633 1,020.016 1.62
EJE CARRIL IZQUIERDO
CARRERA 13 0 1,020.686 1,021.616 1,020.086 1.53
2,763
0.7
8%
0.9
6%
CALLE 61 ENTRE CARRERA 8 Y 13 CARRIL IZQUIERDOCALLE 61 ENTRE CARRERA 8 Y 13 CARRIL DERECHO
ANCHO+
SOBREANCHO
VOLUMEN DE
EXCAVACION
7.600 28.103
7.600 137.232
7.600 129.708
7.600 124.692
7.600 119.524
7.600 113.900
7.600 106.984
7.600 105.312
7.600 104.400
7.600 103.488
7.600 102.728
7.600 102.044
7.600 101.436
7.600 17.430
7.600 91.659
7.600 110.079
7.600 109.243
7.600 108.407
7.600 98.679
7.600 93.815
7.600 89.711
7.600 86.139
7.600 82.643
7.600 82.263
7.600 82.415
7.600 53.718
7.600
7.600
2,486
CALLE 61 ENTRE CARRERA 8 Y 13 CARRIL IZQUIERDO
ABSCISA COTA ROJA COTA NEGRA COTA CAJEO CORTE ANCHO+
SOBREANCHO
VOLUMEN DE
EXCAVACION
EJE CALLE 65BIS 293.82 1,022.649 1,023.200
BORDE CARRERA
10 290.22 1,022.577 1,023.200 1,021.977 1.22 7.800 2.099
290.00 1,022.576 1,023.200 1,021.976 1.22 7.800 95.476
280.00 1,022.526 1,023.200 1,021.926 1.27 7.800 99.376
270.00 1,022.476 1,023.200 1,021.876 1.32 7.800 103.276
260.00 1,022.426 1,023.200 1,021.826 1.37 7.800 107.176
250.00 1,022.376 1,023.200 1,021.776 1.42 7.800 111.076
240.00 1,022.326 1,023.200 1,021.726 1.47 7.800 114.976
230.00 1,022.276 1,023.200 1,021.676 1.52 7.800 118.876
220.00 1,022.226 1,023.168 1,021.626 1.54 7.800 120.280
210.00 1,022.176 1,023.094 1,021.576 1.52 7.800 118.408
200.00 1,022.126 1,023.020 1,021.526 1.49 7.800 116.536
190.00 1,022.076 1,023.000 1,021.476 1.52 7.800 118.876
180.00 1,022.026 1,023.000 1,021.426 1.57 7.800 122.776
170.00 1,021.976 1,023.000 1,021.376 1.62 7.800 126.676
160.00 1,021.926 1,023.000 1,021.326 1.67 7.800 130.576
150.00 1,021.876 1,023.000 1,021.276 1.72 7.800 134.476
140.00 1,021.826 1,022.956 1,021.226 1.73 7.800 134.944
130.00 1,021.776 1,022.756 1,021.176 1.58 7.800 28.593
CALLE 61 CARRIL
DERECHO 127.68 1,021.764 1,022.713 1,021.164 1.55 7.800 92.771
0.50% 120.00 1,021.726 1,022.592 1,021.126 1.47 7.800 18.296
CALLE 61 CARRIL
IZQUIERDO 118.40 1,021.718 1,022.584 1,021.118 1.47 7.800 96.056
110.00 1,021.676 1,022.541 1,021.076 1.47 7.800 114.274
100.00 1,021.626 1,022.490 1,021.026 1.46 7.800 114.196
90.00 1,021.576 1,022.440 1,020.976 1.46 7.800 114.196
80.00 1,021.526 1,022.366 1,020.926 1.44 7.800 112.324
70.00 1,021.476 1,022.213 1,020.876 1.34 7.800 104.290
60.00 1,021.426 1,022.138 1,020.826 1.31 7.800 102.340
50.00 1,021.376 1,022.071 1,020.776 1.30 7.800 101.014
40.00 1,021.326 1,022.004 1,020.726 1.28 7.800 99.688
30.00 1,021.276 1,021.805 1,020.676 1.13 7.800 88.066
20.00 1,021.226 1,021.747 1,020.626 1.12 7.800 87.442
10.00 1,021.176 1,021.692 1,020.576 1.12 7.800 55.713
BORDE CALLE 59 3.60 1,021.144 1,021.658 1,020.544 1.11 7.800 31.283 CALLE 59 - 1,021.216 1,021.638 1,020.616 1.02 7.800 -
3,236.428
0.5
0%
0.5
0%
CARRERA 10 ENTRE CALLES 59 y 65BIS
ABSCISA COTA ROJA COTA NEGRA COTA CAJEO CORTE ANCHO+
SOBREANCHO
EJE CARRERA 8 155.72 1,022.028 1,022.961 1,021.428 1.53 7.800
BORDE CARRERA 8 152.72 1,021.968 1,022.938 1,021.368 1.57 7.800
150.00 1,021.953 1,022.916 1,021.353 1.56 7.800
140.00 1,021.897 1,022.838 1,021.297 1.54 7.800
130.00 1,021.841 1,022.761 1,021.241 1.52 7.800
120.00 1,021.785 1,022.685 1,021.185 1.50 7.800
110.00 1,021.729 1,022.609 1,021.129 1.48 7.800
100.00 1,021.673 1,022.539 1,021.073 1.47 7.800
90.00 1,021.617 1,022.471 1,021.017 1.45 7.800
80.00 1,021.561 1,022.402 1,020.961 1.44 7.800
70.00 1,021.505 1,022.312 1,020.905 1.41 7.800
60.00 1,021.449 1,022.222 1,020.849 1.37 7.800
50.00 1,021.393 1,022.084 1,020.793 1.29 7.800
40.00 1,021.337 1,022.000 1,020.737 1.26 7.800
30.00 1,021.281 1,022.000 1,020.681 1.32 7.800
20.00 1,021.225 1,022.000 1,020.625 1.37 7.800
10.00 1,021.170 1,021.877 1,020.570 1.31 7.800
BORDE CARRERA 10 5.43 1,021.144 1,021.790 1,020.544 1.25 7.800
EJE CARRERA 10 1.83 1,021.216 1,021.761 1,020.616 1.15 7.800
EJE CARRERA 10' - 1,021.253 1,021.746 1,020.653 1.09 7.800
0.5
6%
CALLE 59 ENTRE CARRERAS 8 y 10
VOLUMEN DE
EXCAVACION
33.309
121.931
120.211
118.569
117.005
115.441
114.345
113.405
112.386
109.730
107.074
100.674
98.486
102.850
107.214
46.607
34.989
16.345
1,690.571
ABSCISA COTA ROJA COTA NEGRA COTA CAJEO CORTE ANCHO+
SOBREANCHO
EJE CARRERA 8 683.06 1,024.530 1,024.397
BORDE CARRERA 8 680.06 1,024.470 1,024.390 1,023.870 0.52 7.600
680.00 1,024.469 1,024.384 1,023.869 0.51 7.600
670.00 1,024.371 1,024.343 1,023.771 0.57 7.600
660.00 1,024.273 1,024.302 1,023.673 0.63 7.600
650.00 1,024.175 1,024.261 1,023.575 0.69 7.600
640.00 1,024.077 1,024.220 1,023.477 0.74 7.600
630.00 1,023.979 1,024.000 1,023.379 0.62 7.600
620.00 1,023.881 1,024.000 1,023.281 0.72 7.600
610.00 1,023.783 1,023.910 1,023.183 0.73 7.600
600.00 1,023.685 1,023.800 1,023.085 0.71 7.600
590.00 1,023.587 1,023.800 1,022.987 0.81 7.600
580.00 1,023.489 1,023.800 1,022.889 0.91 7.600
570.00 1,023.391 1,023.774 1,022.791 0.98 7.600
EJE CARRERA 13 CARRIL IZQ. 564.65 1,023.338 1,023.708 1,022.738 0.97 7.600
0.98% 560.00 1,023.293 1,023.650 1,022.693 0.96 7.600
EJE CARRERA 13 CARRIL
DER. 553.08 1,023.225 1,023.538 1,022.625 0.91 7.600
550.00 1,023.195 1,023.488 1,022.595 0.89 7.600
540.00 1,023.097 1,023.333 1,022.497 0.84 7.600
530.00 1,022.999 1,023.207 1,022.399 0.81 7.600
520.00 1,022.901 1,023.148 1,022.301 0.85 7.600
510.00 1,022.803 1,023.093 1,022.203 0.89 7.600
500.00 1,022.704 1,023.039 1,022.104 0.93 7.600
490.00 1,022.606 1,022.970 1,022.006 0.96 7.600
480.00 1,022.508 1,022.867 1,021.908 0.96 7.600
470.00 1,022.410 1,022.775 1,021.810 0.96 7.600
460.00 1,022.312 1,022.706 1,021.712 0.99 7.600
450.00 1,022.214 1,022.636 1,021.614 1.02 7.600
440.00 1,022.116 1,022.569 1,021.516 1.05 7.600
430.00 1,022.018 1,022.504 1,021.418 1.09 7.600
EJE CARRERA 14 429.38 1,022.012 1,022.500 1,021.412 1.09 7.600
420.00 1,021.920 1,022.438 1,021.320 1.12 7.600
410.00 1,021.822 1,022.332 1,021.222 1.11 7.600
400.00 1,021.724 1,022.174 1,021.124 1.05 7.600
390.00 1,021.626 1,022.043 1,021.026 1.02 7.600
380.00 1,021.528 1,021.928 1,020.928 1.00 7.600
370.00 1,021.430 1,021.821 1,020.830 0.99 7.600
360.00 1,021.332 1,021.729 1,020.732 1.00 7.600
350.00 1,021.234 1,021.640 1,020.634 1.01 7.600
340.00 1,021.136 1,021.517 1,020.536 0.98 7.600
330.00 1,021.038 1,021.383 1,020.438 0.95 7.600
320.00 1,020.940 1,021.308 1,020.340 0.97 7.600
310.00 1,020.842 1,021.233 1,020.242 0.99 7.600
300.00 1,020.743 1,021.138 1,020.143 0.99 7.600
290.00 1,020.645 1,021.028 1,020.045 0.98 7.600
280.00 1,020.547 1,020.960 1,019.947 1.01 7.600
270.00 1,020.449 1,020.907 1,019.849 1.06 7.600
260.00 1,020.351 1,020.853 1,019.751 1.10 7.600
250.00 1,020.253 1,020.799 1,019.653 1.15 7.600
240.00 1,020.155 1,020.727 1,019.555 1.17 7.600
0.9
8%
0.9
8%
0.9
8%
DIAG. 65 ENTRE CARRERAS 8 y 25
230.00 1,020.057 1,020.660 1,019.457 1.20 7.600
220.00 1,019.959 1,020.590 1,019.359 1.23 7.600
210.00 1,019.861 1,020.520 1,019.261 1.26 7.600
200.00 1,019.763 1,020.449 1,019.163 1.29 7.600
190.00 1,019.665 1,020.367 1,019.065 1.30 7.600
180.00 1,019.567 1,020.260 1,018.967 1.29 7.600
170.00 1,019.469 1,020.155 1,018.869 1.29 7.600
160.00 1,019.371 1,020.054 1,018.771 1.28 7.600
150.00 1,019.273 1,019.957 1,018.673 1.28 7.600
140.00 1,019.175 1,019.864 1,018.575 1.29 7.600
130.00 1,019.077 1,019.767 1,018.477 1.29 7.600
120.00 1,018.979 1,019.661 1,018.379 1.28 7.600
110.00 1,018.881 1,019.561 1,018.281 1.28 7.600
100.00 1,018.782 1,019.470 1,018.182 1.29 7.600
90.00 1,018.684 1,019.400 1,018.084 1.32 7.600
80.00 1,018.586 1,019.400 1,017.986 1.41 7.600
70.00 1,018.488 1,019.513 1,017.888 1.62 7.600
60.00 1,018.390 1,019.049 1,017.790 1.26 7.600
50.00 1,018.292 1,018.920 1,017.692 1.23 7.600
40.00 1,018.194 1,018.829 1,017.594 1.23 7.600
30.00 1,018.096 1,018.734 1,017.496 1.24 7.600
20.00 1,017.998 1,018.638 1,017.398 1.24 7.600
BORDE GLORIETA CRA. 25 10.00 1,017.900 1,018.490 1,017.300 1.19 7.600
EJE GLORIETA - 1,017.700 1,018.400 1,017.100 1.30 7.600
0.9
8%
VOLUMEN DE
EXCAVACION ABSCISA COTA ROJA COTA NEGRA COTA CAJEO CORTE
EJE DIAG. 65 550.00 1,023.338 1,023.800
0.237 BORDE CARRERA 8 546.50 1,023.268 1,023.732 1,022.668 1.06
39.109 540.00 1,023.223 1,023.552 1,022.623 0.93
43.445 530.00 1,023.154 1,023.377 1,022.554 0.82
47.780 520.00 1,023.085 1,023.200 1,022.485 0.72
52.116 510.00 1,023.015 1,023.100 1,022.415 0.68
56.452 500.00 1,022.946 1,023.000 1,022.346 0.65
47.184 490.00 1,022.876 1,022.952 1,022.276 0.68
54.636 480.00 1,022.807 1,022.904 1,022.207 0.70
55.248 470.00 1,022.738 1,022.856 1,022.138 0.72
54.340 460.00 1,022.668 1,022.808 1,022.068 0.74
61.792 450.00 1,022.599 1,022.754 1,021.999 0.76
69.243 440.00 1,022.529 1,022.699 1,021.929 0.77
39.975 430.00 1,022.460 1,022.644 1,021.860 0.78
34.254 420.00 1,022.391 1,022.597 1,021.791 0.81
50.341 410.00 1,022.321 1,022.582 1,021.721 0.86
21.370 400.00 1,022.252 1,022.567 1,021.652 0.92
67.887 390.00 1,022.183 1,022.552 1,021.583 0.97
63.559 380.00 1,022.113 1,022.537 1,021.513 1.02
61.435 370.00 1,022.044 1,022.523 1,021.444 1.08
64.403 360.00 1,021.974 1,022.508 1,021.374 1.13
67.675 EJE CALLE 65 BIS 356.50 1,021.950 1,022.502 1,021.350 1.15
71.022 350.00 1,021.905 1,022.493 1,021.305 1.19
73.230 340.00 1,021.836 1,022.478 1,021.236 1.24
72.854 330.00 1,021.766 1,022.463 1,021.166 1.30
73.314 320.00 1,021.697 1,022.448 1,021.097 1.35
75.522 310.00 1,021.627 1,022.433 1,021.027 1.41
77.654 300.00 1,021.558 1,022.418 1,020.958 1.46
80.014 290.00 1,021.489 1,022.403 1,020.889 1.51
5.117 280.00 1,021.419 1,022.355 1,020.819 1.54
77.551 270.00 1,021.350 1,022.298 1,020.750 1.55
84.961 260.00 1,021.281 1,022.240 1,020.681 1.56
84.357 250.00 1,021.211 1,022.181 1,020.611 1.57
79.801 240.00 1,021.142 1,022.116 1,020.542 1.57
77.297 230.00 1,021.072 1,022.050 1,020.472 1.58
76.009 220.00 1,021.003 1,021.988 1,020.403 1.59
75.329 210.00 1,020.934 1,021.938 1,020.334 1.60
75.789 200.00 1,020.864 1,021.887 1,020.264 1.62
76.476 190.00 1,020.795 1,021.836 1,020.195 1.64
74.580
EJE CARRERA 61 CARRIL
DERECHO 183.90 1,020.752 1,021.805 1,020.152 1.65
71.848 0.69% 180.00 1,020.725 1,021.766 1,020.125 1.64
73.600
EJE CARRERA 61 CARRIL
IZQUIERDO 174.28 1,020.686 1,021.699 1,020.086 1.61
75.352 170.00 1,020.656 1,021.648 1,020.056 1.59
75.584 160.00 1,020.587 1,021.600 1,019.987 1.61
74.676 150.00 1,020.517 1,021.600 1,019.917 1.68
76.960 140.00 1,020.448 1,021.570 1,019.848 1.72
80.383 130.00 1,020.379 1,021.523 1,019.779 1.74
83.731 120.00 1,020.309 1,021.477 1,019.709 1.77
87.079 110.00 1,020.240 1,021.430 1,019.640 1.79
89.059 100.00 1,020.170 1,021.358 1,019.570 1.79
0.6
9%
0.6
9%
CARRERA 13 CARRIL IZQ. ENTRE CALLE 58 y DIAG. 65
0.6
9%
DIAG. 65 ENTRE CARRERAS 8 y 25
91.419 90.00 1,020.101 1,021.234 1,019.501 1.73
93.551 80.00 1,020.032 1,021.107 1,019.432 1.68
95.683 70.00 1,019.962 1,020.984 1,019.362 1.62
97.738 60.00 1,019.893 1,020.887 1,019.293 1.59
98.958 50.00 1,019.823 1,020.770 1,019.223 1.55
98.278 40.00 1,019.754 1,020.468 1,019.154 1.31
97.750 30.00 1,019.685 1,019.784 1,019.085 0.70
97.526 20.00 1,019.615 1,019.200 1,019.015 0.18
97.606 10.00 1,019.546 1,019.699 1,018.946 0.75
97.990 BORDE CALLE 58 1.80 1,019.489 1,019.400 1,018.889 0.51
98.070 EJE CALLE 58 - 1,019.525 1,019.400 1,018.925 0.48
97.465
97.317
97.853
99.985
107.437
123.477
95.665
93.313
93.848
94.080
94.236
0.6
9%
ANCHO+
SOBREANCHO
VOLUMEN DE
EXCAVACION ABSCISA COTA ROJA COTA NEGRA
EJE DIAG. 65 545.80 1,023.225 1,023.578
7.600 52.542 BORDE CARRERA 8 542.30 1,023.155 1,023.520
7.600 70.582 540.00 1,023.139 1,023.481
7.600 62.555 530.00 1,023.069 1,023.312
7.600 54.376 520.00 1,023.000 1,023.149
7.600 52.049 510.00 1,022.930 1,023.000
7.600 49.723 500.00 1,022.861 1,022.942
7.600 51.348 490.00 1,022.791 1,022.884
7.600 52.973 480.00 1,022.722 1,022.826
7.600 54.598 470.00 1,022.652 1,022.774
7.600 56.224 460.00 1,022.582 1,022.726
7.600 57.393 450.00 1,022.513 1,022.679
7.600 58.486 440.00 1,022.443 1,022.632
7.600 59.579 430.00 1,022.374 1,022.592
7.600 61.281 420.00 1,022.304 1,022.567
7.600 65.414 410.00 1,022.235 1,022.543
7.600 69.547 400.00 1,022.165 1,022.518
7.600 73.680 390.00 1,022.095 1,022.494
7.600 77.814 380.00 1,022.026 1,022.470
7.600 82.023 370.00 1,021.956 1,022.445
7.600 30.155 360.00 1,021.887 1,022.421
7.600 56.905 350.00 1,021.817 1,022.400
7.600 90.289 340.00 1,021.748 1,022.400
7.600 94.423 330.00 1,021.678 1,022.400
7.600 98.556 320.00 1,021.609 1,022.400
7.600 102.689 EJE CALLE 65 312.67 1,021.558 1,022.378
7.600 106.822 310.00 1,021.539 1,022.370
7.600 110.956 300.00 1,021.469 1,022.332
7.600 115.089 290.00 1,021.400 1,022.294
7.600 116.714 280.00 1,021.330 1,022.257
7.600 117.655 270.00 1,021.261 1,022.219
7.600 118.521 260.00 1,021.191 1,022.172
7.600 119.310 250.00 1,021.122 1,022.117
7.600 119.643 240.00 1,021.052 1,022.062
7.600 119.900 230.00 1,020.982 1,022.006
7.600 120.462 220.00 1,020.913 1,021.881
7.600 121.935 210.00 1,020.843 1,021.800
7.600 123.332 200.00 1,020.774 1,021.800
7.600 76.085 190.00 1,020.704 1,021.707
7.600 48.980 180.00 1,020.635 1,021.594
7.600 71.318 170.00 1,020.565 1,021.566
7.600 52.476 160.00 1,020.496 1,021.539
7.600 120.988 150.00 1,020.426 1,021.511
7.600 122.613 140.00 1,020.356 1,021.484
7.600 127.886 134.11 1,020.315 1,021.468
7.600 130.880 130.00 1,020.287 1,021.456
7.600 132.581 EJE CALLE 60 120.00 1,020.217 1,021.429
7.600 134.358 110.00 1,020.148 1,021.402
7.600 136.059 100.00 1,020.078 1,021.280
7.600 135.861 90.00 1,020.009 1,021.151
0.7
0%
132.31 0.70%
0.7
0%
CARRERA 13 CARRIL IZQ. ENTRE CALLE 58 y DIAG. 65 CARRERA 13 CARRIL DERECHO ENTRE CALLE 58 y DIAG. 65
7.600 131.710 80.00 1,019.939 1,021.020
7.600 127.331 70.00 1,019.869 1,020.935
7.600 123.256 60.00 1,019.800 1,020.859
7.600 121.158 50.00 1,019.730 1,020.758
7.600 117.539 40.00 1,019.661 1,020.532
7.600 99.860 30.00 1,019.591 1,020.000
7.600 53.149 20.00 1,019.522 1,020.152
7.600 14.039 10.00 1,019.452 1,019.665
7.600 46.933 BORDE CALLE 58 1.80 1,019.395 1,019.448
7.600 6.990 EJE CALLE 58 - 1,019.431 1,019.400
7.600 -
5,177.595
132.31 0.70%
COTA CAJEO CORTE ANCHO+
SOBREANCHO
VOLUMEN DE
EXCAVACION ABSCISA COTA ROJA
EJE DIAG. 65 499.34 1,022.012
1,022.555 0.97 7.600 16.869 BORDE CARRERA 8 495.84 1,021.942
1,022.539 0.94 7.600 71.596 490.00 1,021.905
1,022.469 0.84 7.600 64.039 480.00 1,021.842
1,022.400 0.75 7.600 56.938 470.00 1,021.778
1,022.330 0.67 7.600 50.900 460.00 1,021.715
1,022.261 0.68 7.600 51.779 450.00 1,021.652
1,022.191 0.69 7.600 52.658 440.00 1,021.588
1,022.122 0.70 7.600 53.537 430.00 1,021.525
1,022.052 0.72 7.600 54.872 420.00 1,021.461
1,021.982 0.74 7.600 56.511 410.00 1,021.398
1,021.913 0.77 7.600 58.226 400.00 1,021.335
1,021.843 0.79 7.600 59.941 390.00 1,021.271
1,021.774 0.82 7.600 62.188 380.00 1,021.208
1,021.704 0.86 7.600 65.574 370.00 1,021.145
1,021.635 0.91 7.600 69.037 360.00 1,021.081
1,021.565 0.95 7.600 72.424 350.00 1,021.018
1,021.495 1.00 7.600 75.887 340.00 1,020.954
1,021.426 1.04 7.600 79.350 330.00 1,020.891
1,021.356 1.09 7.600 82.737 320.00 1,020.828
1,021.287 1.13 7.600 86.200 310.00 1,020.764
1,021.217 1.18 7.600 89.891 EJE CALLE 65 308.37 1,020.754
1,021.148 1.25 7.600 95.178 300.00 1,020.690
1,021.078 1.32 7.600 100.464 290.00 1,020.613
1,021.009 1.39 7.600 77.547 280.00 1,020.536
1,020.958 1.42 7.600 28.792 270.00 1,020.459
1,020.939 1.43 7.600 108.758 260.00 1,020.382
1,020.869 1.46 7.600 111.157 250.00 1,020.305
1,020.800 1.49 7.600 113.556 240.00 1,020.228
1,020.730 1.53 7.600 116.031 230.00 1,020.151
1,020.661 1.56 7.600 118.430 220.00 1,020.074
1,020.591 1.58 7.600 120.145 210.00 1,019.997
1,020.522 1.60 7.600 121.252 200.00 1,019.920
1,020.452 1.61 7.600 122.358 190.00 1,019.844
1,020.382 1.62 7.600 123.389 180.00 1,019.767
1,020.313 1.57 7.600 119.176 170.00 1,019.690
1,020.243 1.56 7.600 118.307 160.00 1,019.613
1,020.174 1.63 7.600 123.594 150.00 1,019.536
1,020.104 1.60 7.600 121.813 140.00 1,019.459
1,020.035 1.56 7.600 118.512 EJE CALLE 60 134.11 1,019.414
1,019.965 1.60 7.600 121.671 130.00 1,019.382
1,019.896 1.64 7.600 124.905 120.00 1,019.305
1,019.826 1.69 7.600 128.064 110.00 1,019.228
1,019.756 1.73 7.600 77.335 100.00 1,019.151
1,019.715 1.75 7.600 54.729 90.00 1,019.074
1,019.687 1.77 7.600 134.458 80.00 1,018.998
1,019.617 1.81 7.600 137.693 70.00 1,018.921
1,019.548 1.85 7.600 140.928 60.00 1,018.844
1,019.478 1.80 7.600 136.943 50.00 1,018.767
1,019.409 1.74 7.600 132.426 40.00 1,018.690
0.77%
0.6
3%
0.7
7%
CARRERA 14 ENTRE CALLE 58 y DIAG. 65CARRERA 13 CARRIL DERECHO ENTRE CALLE 58 y DIAG. 65
1,019.339 1.68 7.600 127.757 30.00 1,018.613
1,019.269 1.67 7.600 126.583 20.00 1,018.536
1,019.200 1.66 7.600 126.094 10.00 1,018.459
1,019.130 1.63 7.600 123.705 BORDE CALLE 58 1.80 1,018.396
1,019.061 1.47 7.600 111.816 EJE CALLE 58 - 1,018.432
1,018.991 1.01 7.600 76.671
1,018.922 1.23 7.600 93.510
1,018.852 0.81 7.600 50.663
1,018.795 0.65 7.600
1,018.831 0.57 7.600
5,315.564
0.77%
COTA NEGRA COTA CAJEO CORTE ANCHO+
SOBREANCHO
VOLUMEN DE
EXCAVACION ABSCISA COTA ROJA
1,022.465 EJE CARRERA 10 402.84 1,020.253
1,022.399 1,021.342 1.06 7.600 46.911 BORDE CARRERA 10 401.04 1,020.217
1,022.365 1,021.305 1.06 7.600 80.556 400.00 1,020.212
1,022.306 1,021.242 1.06 7.600 80.889 390.00 1,020.162
1,022.246 1,021.178 1.07 7.600 81.145 380.00 1,020.112
1,022.182 1,021.115 1.07 7.600 81.097 370.00 1,020.062
1,022.096 1,021.052 1.04 7.600 79.378 360.00 1,020.012
1,022.100 1,020.988 1.11 7.600 84.498 350.00 1,019.963
1,021.917 1,020.925 0.99 7.600 75.406 340.00 1,019.913
1,021.823 1,020.861 0.96 7.600 73.079 330.00 1,019.863
1,021.800 1,020.798 1.00 7.600 76.147 320.00 1,019.813
1,021.800 1,020.735 1.07 7.600 80.964 310.00 1,019.763
1,021.800 1,020.671 1.13 7.600 85.780 300.00 1,019.713
1,021.800 1,020.608 1.19 7.600 90.596 290.00 1,019.664
1,021.800 1,020.545 1.26 7.600 95.413 280.00 1,019.614
1,021.800 1,020.481 1.32 7.600 100.229 270.00 1,019.564
1,021.791 1,020.418 1.37 7.600 104.361
EJE CARRERA 13 CARRIL
IZQUIERDO 262.16 1,019.525
1,021.769 1,020.354 1.41 7.600 107.506 0.99% 260.00 1,019.504
1,021.748 1,020.291 1.46 7.600 110.726
EJE CARRERA 13 CARRIL
DERECHO. 252.65 1,019.431
1,021.727 1,020.228 1.50 7.600 113.947 250.00 1,019.405
1,021.706 1,020.164 1.54 7.600 19.098 240.00 1,019.305
1,021.703 1,020.154 1.55 7.600 98.508 230.00 1,019.206
1,021.685 1,020.090 1.60 7.600 121.249 220.00 1,019.107
1,021.664 1,020.013 1.65 7.600 125.498 210.00 1,019.007
1,021.643 1,019.936 1.71 7.600 129.748 200.00 1,018.908
1,021.621 1,019.859 1.76 7.600 133.921 190.00 1,018.809
1,021.600 1,019.782 1.82 7.600 138.171 180.00 1,018.710
1,021.525 1,019.705 1.82 7.600 138.316 170.00 1,018.610
1,021.450 1,019.628 1.82 7.600 138.462 160.00 1,018.511
1,021.333 1,019.551 1.78 7.600 135.415 EJE CARRERA 14 152.05 1,018.432
1,021.200 1,019.474 1.73 7.600 131.153 150.00 1,018.412
1,021.200 1,019.397 1.80 7.600 136.998 140.00 1,018.312
1,021.200 1,019.320 1.88 7.600 142.844 130.00 1,018.213
1,021.200 1,019.244 1.96 7.600 148.689 120.00 1,018.114
1,021.200 1,019.167 2.03 7.600 154.535 110.00 1,018.014
1,021.200 1,019.090 2.11 7.600 160.380 100.00 1,017.915
1,021.200 1,019.013 2.19 7.600 166.226 90.00 1,017.816
1,021.093 1,018.936 2.16 7.600 163.939 80.00 1,017.717
1,020.846 1,018.859 1.99 7.600 88.946 70.00 1,017.617
1,020.741 1,018.814 1.93 7.600 60.213 60.00 1,017.518
1,020.742 1,018.782 1.96 7.600 148.954 50.94 1,017.428
1,020.669 1,018.705 1.96 7.600 149.252 50.00 1,017.447
1,020.591 1,018.628 1.96 7.600 149.169 EJE CARRERA ????? 47.34 1,017.500
1,020.344 1,018.551 1.79 7.600 136.243
1,020.200 1,018.474 1.73 7.600 131.144
1,020.130 1,018.398 1.73 7.600 131.670
1,020.000 1,018.321 1.68 7.600 127.635
1,020.000 1,018.244 1.76 7.600 133.481
1,020.000 1,018.167 1.83 7.600 139.326
1,020.000 1,018.090 1.91 7.600 145.172
0.9
9%
0.99%
0.5
0%
CARRERA 14 ENTRE CALLE 58 y DIAG. 65 CALLE 58 ENTRE CARRERAS 10 y 23
1,020.000 1,018.013 1.99 7.600 151.017
1,020.000 1,017.936 2.06 7.600 156.863
1,019.893 1,017.859 2.03 7.600 126.753
1,019.739 1,017.796 1.94 7.600 26.580
1,019.705 1,017.832 1.87 7.600 -
6,034.195
COTA NEGRA COTA CAJEO CORTE ANCHO+
SOBREANCHO
VOLUMEN DE
EXCAVACION ABSCISA
1,021.040 EJE CARRERA 13 443.89
1,021.074 1,019.617 1.46 4.200 6.365 BORDE CARRERA 13 440.39
1,021.094 1,019.612 1.48 4.200 62.262 440.00
1,021.125 1,019.562 1.56 4.200 65.656 430.00
1,020.975 1,019.512 1.46 4.200 61.448 420.00
1,020.880 1,019.462 1.42 4.200 59.550 410.00
1,020.790 1,019.412 1.38 4.200 57.862 400.00
1,020.721 1,019.363 1.36 4.200 57.056 390.00
1,020.652 1,019.313 1.34 4.200 56.250 380.00
1,020.552 1,019.263 1.29 4.200 54.142 370.00
1,020.351 1,019.213 1.14 4.200 47.792 360.00
1,020.151 1,019.163 0.99 4.200 41.484 350.00
1,019.949 1,019.113 0.84 4.200 35.092 EJE CARRERA 14 341.82
1,019.747 1,019.064 0.68 4.200 28.700 340.00
1,019.606 1,019.014 0.59 4.200 24.870 330.00
1,019.628 1,018.964 0.66 4.200 21.863 320.00
1,019.644 1,018.925 0.72 4.200 6.527 310.00
1,019.649 1,018.904 0.75 4.200 23.009 300.00
1,019.665 1,018.831 0.83 4.200 9.284 290.00
1,019.671 1,018.805 0.87 4.200 36.385 280.00
1,019.693 1,018.705 0.99 4.200 41.480 270.00
1,019.715 1,018.606 1.11 4.200 46.575 260.00
1,019.736 1,018.507 1.23 4.200 51.627 250.00
1,019.758 1,018.407 1.35 4.200 56.722 240.00
1,019.780 1,018.308 1.47 4.200 61.816 EJE CARRERA 23 235.70
1,019.798 1,018.209 1.59 4.200 66.743 230.00
1,019.765 1,018.110 1.66 4.200 69.528 220.00
1,019.731 1,018.010 1.72 4.200 72.270 210.00
1,019.698 1,017.911 1.79 4.200 59.669 200.00
1,019.672 1,017.832 1.84 4.200 15.840 190.00
1,019.665 1,017.812 1.85 4.200 77.840 180.00
1,019.631 1,017.712 1.92 4.200 80.582 170.00
1,019.597 1,017.613 1.98 4.200 83.325 160.00
1,019.557 1,017.514 2.04 4.200 85.816 150.00
1,019.517 1,017.414 2.10 4.200 88.306 140.00
1,019.470 1,017.315 2.15 4.200 90.503 130.00
1,019.437 1,017.216 2.22 4.200 93.287 120.00
1,019.390 1,017.117 2.27 4.200 95.484 110.00
1,019.236 1,017.017 2.22 4.200 93.187 100.00
1,018.298 1,016.918 1.38 4.200 52.513 90.00
1,018.209 1,016.828 1.38 4.200 5.453 EJE CARRERA 24 80.45
1,018.200 1,016.847 1.35 4.200 15.118 80.00
1,017.500 1,016.900 0.60 4.200 70.00
2,159.282 60.00
50.00
40.00
30.00
20.00
BORDE GLORIETA CARRERA 25 10.00
EJE CARRERA 25 -
0.9
7%
0.9
7%
0.7
2%
0.7
4%
CALLE 58 ENTRE CARRERAS 10 y 23 CALLE 65 ENTRE CARRERAS 13 CARRIL DERECHO y 25
COTA ROJA COTA NEGRA COTA CAJEO CORTE ANCHO+
SOBREANCHO
VOLUMEN DE
EXCAVACION
1,021.558 1,022.397
1,021.488 1,022.368 1,020.888 1.48 7.800 4.504
1,021.245 1,022.365 1,020.645 1.72 7.800 134.168
1,021.195 1,022.284 1,020.595 1.69 7.800 131.750
1,021.145 1,022.202 1,020.545 1.66 7.800 129.254
1,021.095 1,022.162 1,020.495 1.67 7.800 130.034
1,021.045 1,022.124 1,020.445 1.68 7.800 130.970
1,020.995 1,022.085 1,020.395 1.69 7.800 131.828
1,020.945 1,022.046 1,020.345 1.70 7.800 132.686
1,020.895 1,022.008 1,020.295 1.71 7.800 133.622
1,020.845 1,021.903 1,020.245 1.66 7.800 129.332
1,020.795 1,021.786 1,020.195 1.59 7.800 101.519
1,020.754 1,021.703 1,020.154 1.55 7.800 21.995
1,020.741 1,021.685 1,020.141 1.54 7.800 120.437
1,020.669 1,021.588 1,020.069 1.52 7.800 118.472
1,020.597 1,021.503 1,019.997 1.51 7.800 117.443
1,020.526 1,021.419 1,019.926 1.49 7.800 116.492
1,020.454 1,021.325 1,019.854 1.47 7.800 114.761
1,020.382 1,021.227 1,019.782 1.45 7.800 112.718
1,020.310 1,021.113 1,019.710 1.40 7.800 109.427
1,020.238 1,020.995 1,019.638 1.36 7.800 105.824
1,020.166 1,020.920 1,019.566 1.35 7.800 105.575
1,020.095 1,020.845 1,019.495 1.35 7.800 105.327
1,020.023 1,020.762 1,019.423 1.34 7.800 44.915
1,019.992 1,020.721 1,019.392 1.33 7.800 59.076
1,019.937 1,020.666 1,019.337 1.33 7.800 103.676
1,019.840 1,020.556 1,019.240 1.32 7.800 102.642
1,019.743 1,020.410 1,019.143 1.27 7.800 98.801
1,019.647 1,020.313 1,019.047 1.27 7.800 98.782
1,019.550 1,020.220 1,018.950 1.27 7.800 99.075
1,019.453 1,020.122 1,018.853 1.27 7.800 98.977
1,019.356 1,020.022 1,018.756 1.27 7.800 98.724
1,019.260 1,019.931 1,018.660 1.27 7.800 99.173
1,019.163 1,019.843 1,018.563 1.28 7.800 99.855
1,019.066 1,019.765 1,018.466 1.30 7.800 101.318
1,018.969 1,019.698 1,018.369 1.33 7.800 103.639
1,018.873 1,019.631 1,018.273 1.36 7.800 105.960
1,018.776 1,019.530 1,018.176 1.35 7.800 105.628
1,018.679 1,019.402 1,018.079 1.32 7.800 103.191
1,018.582 1,019.287 1,017.982 1.30 7.800 97.188
1,018.490 1,019.181 1,017.890 1.29 7.800 4.532
1,018.486 1,019.176 1,017.886 1.29 7.800 100.657
1,018.389 1,019.079 1,017.789 1.29 7.800 100.637
1,018.292 1,018.979 1,017.692 1.29 7.800 100.384
1,018.195 1,018.870 1,017.595 1.27 7.800 99.429
1,018.099 1,018.800 1,017.499 1.30 7.800 101.516
1,018.002 1,018.800 1,017.402 1.40 7.800 109.062
1,017.905 1,018.800 1,017.305 1.49 7.800 116.609
1,017.808 1,018.667 1,017.208 1.46 7.800
1,017.608 1,018.545 1,017.008 1.54 7.800
CALLE 65 ENTRE CARRERAS 13 CARRIL DERECHO y 25
4,791.584
ABSCISA COTA ROJA COTA NEGRA COTA CAJEO CORTE ANCHO+
SOBREANCHO
EJE CALLE 65 304.24 1,019.992 1,020.686
BORDE CARRERA 13 300.64 1,019.920 1,020.667 1,019.320 1.35 7.800
300.00 1,019.917 1,020.663 1,019.317 1.35 7.800
290.00 1,019.867 1,020.610 1,019.267 1.34 7.800
280.00 1,019.817 1,020.533 1,019.217 1.32 7.800
270.00 1,019.767 1,020.450 1,019.167 1.28 7.800
260.00 1,019.717 1,020.400 1,019.117 1.28 7.800
250.00 1,019.667 1,020.400 1,019.067 1.33 7.800
240.00 1,019.617 1,020.465 1,019.017 1.45 7.800
230.00 1,019.567 1,020.577 1,018.967 1.61 7.800
220.00 1,019.517 1,020.600 1,018.917 1.68 7.800
210.00 1,019.467 1,020.373 1,018.867 1.51 7.800
200.00 1,019.417 1,020.142 1,018.817 1.33 7.800
EJE CALLE 61 190.64 1,019.370 1,020.032 1,018.770 1.26 7.800
190.00 1,019.363 1,020.024 1,018.763 1.26 7.800
180.00 1,019.248 1,019.873 1,018.648 1.23 7.800
170.00 1,019.133 1,019.690 1,018.533 1.16 7.800
160.00 1,019.018 1,019.467 1,018.418 1.05 7.800
150.00 1,018.903 1,019.151 1,018.303 0.85 7.800
140.00 1,018.788 1,018.902 1,018.188 0.71 7.800
EJE CALLE 60 134.11 1,018.720 1,018.724 1,018.120 0.60 7.800
130.00 1,018.690 1,018.600 1,018.090 0.51 7.800
120.00 1,018.616 1,018.745 1,018.016 0.73 7.800
110.00 1,018.542 1,018.646 1,017.942 0.70 7.800
100.00 1,018.468 1,018.516 1,017.868 0.65 7.800
borde pavimento existente 98.97 1,018.460 1,018.500 1,017.860 0.64 7.800
90.00 1,018.394 1,018.362 1,017.794 0.57 7.800
80.00 1,018.320 1,018.400 1,017.720 0.68 7.800
70.00 1,018.246 1,018.400 1,017.646 0.75 7.800
CAMARA ALCANTARILLADO 65.99 1,018.120 1,018.400 1,017.520 0.88 7.800
60.00 1,018.172 1,018.400 1,017.572 0.83 7.800
50.00 1,018.098 1,018.295 1,017.498 0.80 7.800
40.00 1,018.024 1,018.200 1,017.424 0.78 7.800
30.00 1,017.950 1,018.200 1,017.350 0.85 7.800
20.00 1,017.876 1,018.200 1,017.276 0.92 7.800
10.00 1,017.802 1,018.200 1,017.202 1.00 7.800
BORDE CALLE 58 1.80 1,017.464 1,018.089 1,016.864 1.23 7.800 EJE CALLE 58 - 1,017.500 1,018.065 1,016.900 1.17 7.800
1.0
2%
1.15%
0.74%
0.74%
0.50%
CARRERA 23 ENTRE CALLES 65 Y 58
VOLUMEN DE
EXCAVACION ABSCISA COTA ROJA COTA NEGRA COTA CAJEO CORTE
EJE CALLE 59 53.59 1,021.253 1,021.631 1,020.653 0.98
6.672 BORDE CALLE 59 49.99 1,021.181 1,021.613 1,020.581 1.03
105.004 40.00 1,020.981 1,021.482 1,020.381 1.10
104.770 30.00 1,020.781 1,021.374 1,020.181 1.19
102.664 20.00 1,020.581 1,021.319 1,019.981 1.34
100.090 10.00 1,020.381 1,021.264 1,019.781 1.48
100.090 BORDE CALLE 58 1.80 1,020.217 1,021.219 1,019.617 1.60
103.990 EJE CALLE 58 - 1,020.253 1,021.209 1,019.653 1.56
112.960
125.596
131.290
117.484
96.750
6.298 EX
98.386
95.577
90.271
81.846
66.167
32.815
19.367 ex
39.812
56.893
54.942
5.219
44.776 ex
44.331
53.066
23.623
41.081 ex
64.608
62.189
60.550
66.321
72.091
63.847
ex
1,899.724
2.00%
CARRERA 23 ENTRE CALLES 65 Y 58 CARRERA 10 ENTRE CALLES 58 Y 59
ANCHO+
SOBREANCHO
VOLUMEN DE
EXCAVACION ABSCISA COTA ROJA COTA NEGRA
7.800 EJE CARRERA 13 205.31 1,020.315 1,021.476
7.800 80.451 BORDE CARRERA 13 201.81 1,020.245 1,021.457
7.800 85.898 200.00 1,020.230 1,021.447
7.800 93.074 190.00 1,020.144 1,021.380
7.800 104.384 180.00 1,020.059 1,021.240
7.800 94.869 170.00 1,019.973 1,021.178
7.800 22.494 160.00 1,019.887 1,021.146
7.800 150.00 1,019.802 1,021.115
481 140.00 1,019.716 1,021.084
130.00 1,019.630 1,021.052
120.00 1,019.545 1,021.021
110.00 1,019.459 1,020.887
CARRERA 14 104.71 1,019.414 1,020.710
100.00 1,019.378 1,020.584
90.00 1,019.302 1,020.464
80.00 1,019.227 1,020.346
70.00 1,019.151 1,020.232
60.00 1,019.075 1,020.082
50.00 1,018.999 1,019.927
40.00 1,018.924 1,019.770
30.00 1,018.848 1,019.524
20.00 1,018.772 1,019.318
10.00 1,018.696 1,019.089 BORDE CARRERA 23 3.60 1,018.648 1,018.842
EJE CARRERA 23 - 1,018.720 1,018.713
0.7
6%
0.86%
CALLE 60 ENTRE CARRERAS 13 CARRIL DERECHO Y 23CARRERA 10 ENTRE CALLES 58 Y 59
COTA CAJEO CORTE ANCHO+
SOBREANCHO
VOLUMEN DE
EXCAVACION ABSCISA COTA ROJA
1,019.715 1.76 6.600 EJE DIAGONAL 65 16.68 1,017.700
1,019.645 1.81 6.600 21.641 0.55%
10.00 1,017.663
1,019.630 1.82 6.600 119.929 EJE CALLE 65 - 1,017.608
1,019.544 1.84 6.600 121.160
1,019.459 1.78 6.600 117.573
1,019.373 1.81 6.600 119.134
1,019.287 1.86 6.600 122.676
1,019.202 1.91 6.600 126.283
1,019.116 1.97 6.600 129.890
1,019.030 2.02 6.600 133.431
1,018.945 2.08 6.600 137.039
1,018.859 2.03 6.600 70.806
1,018.814 1.90 6.600 58.949
1,018.778 1.81 6.600 119.195
1,018.702 1.76 6.600 116.273
1,018.627 1.72 6.600 113.483
1,018.551 1.68 6.600 110.957
1,018.475 1.61 6.600 106.055
1,018.399 1.53 6.600 100.823
1,018.324 1.45 6.600 95.459
1,018.248 1.28 6.600 84.221
1,018.172 1.15 6.600 75.623
1,018.096 0.99 6.600 41.925
1,018.048 0.79 6.600 18.865
1,018.120 0.59 6.600 ex
2,261
CARRERA 25 GLORIETACALLE 60 ENTRE CARRERAS 13 CARRIL DERECHO Y 23
LONGITUD ABSCISA COTA
EJE CARRERA 10 402.84 1,020.253
BORDE CARRERA 10 401.04 1,020.217
400.00 1,020.212
390.00 1,020.162
380.00 1,020.112
370.00 1,020.062
360.00 1,020.012
350.00 1,019.963
340.00 1,019.913
330.00 1,019.863
320.00 1,019.813
310.00 1,019.763
300.00 1,019.713
290.00 1,019.664
280.00 1,019.614
270.00 1,019.564
EJE CARRERA 13 CARRIL
IZQUIERDO 262.16 1,019.525
0.99% 9.51 260.00 1,019.504
EJE CARRERA 13 CARRIL
DERECHO. 252.65 1,019.431
250.00 1,019.405
240.00 1,019.305
230.00 1,019.206
220.00 1,019.107
210.00 1,019.007
200.00 1,018.908
190.00 1,018.809
180.00 1,018.710
170.00 1,018.610
160.00 1,018.511
EJE CARRERA 14 152.05 1,018.432
150.00 1,018.412
140.00 1,018.312
130.00 1,018.213
120.00 1,018.114
110.00 1,018.014
100.00 1,017.915
90.00 1,017.816
80.00 1,017.717
70.00 1,017.617
60.00 1,017.518
BORDDE CARRERA ???? 50.94 1,017.428
50.00 1,017.447
EJE CARRERA ????? 47.34 1,017.500
CALLE 58 ENTRE CARRERAS 10 y 23
138.8
8100.6
0
0.5
0%
0.9
9%
0.9
9%
101.1
1
CANTIDADES
LOCALIZACION VOLUMEN DE EXCAVACION
m3
CARRERA 8 ENTRE DIAG. 65 y CALLE 59 4,579.49
CALLE 65BIS ENTRE CARRERA 8 Y 13 1,674.92
CALLE 61 ENTRE CARRERA 8 Y 13 CARRIL DERECHO 2,763.48
CALLE 61 ENTRE CARRERA 8 Y 13 CARRIL IZQUIERDO 2,485.75
CARRERA 10 ENTRE CALLES 59 y 65BIS 3,236.43
CALLE 59 ENTRE CARRERAS 8 y 10 1,690.57
DIAG. 65 ENTRE CARRERAS 8 y 25 5,310.87
CARRERA 13 CARRIL IZQ. ENTRE CALLE 58 y DIAG. 65 5,177.60
CARRERA 13 CARRIL DERECHO ENTRE CALLE 58 y DIAG. 65 5,315.56
CARRERA 14 ENTRE CALLE 58 y DIAG. 65 6,034.20
CALLE 58 ENTRE CARRERAS 10 y 23 2,159.28
CALLE 65 ENTRE CARRERAS 13 CARRIL DERECHO y 25 4,791.58
CARRERA 23 ENTRE CALLES 65 Y 58 1,899.72
CARRERA 10 ENTRE CALLES 58 Y 59 481.17
CALLE 60 ENTRE CARRERAS 13 CARRIL DERECHO Y 23 2,261.39
CARRERA 25 GLORIETA 233.74
50,095.77
AREA DE PAVIMENTO
AREA TOTAL 231,096
31,694
15,121
11,816
17,778
1,083
14,879
11,324
19,694
473
15,286
14,955
26,168
14,583
36,242
RELLENO CON SUBBASE PAVIMENTO SARDINEL ANDENES
m3 m2
14,496.66 36,242 430.477 31693.209 27631.076 4,062
1087.385 17778.097 15506.198 2,272
584.85 26168.189 23629.269 2,539
911.388 15121.413 13946.957 1,174
512.143 14878.986 13312.157 1,567
512.235 15286.472 13730.934 1,556
439.225 14954.683 13704.087 1,251
568.646 11816.449 10817.215 999
475.135 11323.972 10053.706 1,270
477.502 19693.571 17961.771 1,732
504.433 14583.386 13398.133 1,185
493.417 -
661.307 -
134.666 -
1779.15 -
90.123 -
263.376
57.098
9,982.56 19,606.92
194,855
m2
