0.10 0.10 0.15 1.25 A Long. Hor. (m) Long. Hor. Acum. (m) Long

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