01.metrado Excavaciones y Tuberias Desague
01.metrado Excavaciones y Tuberias Desague
01.metrado Excavaciones y Tuberias Desague
ITEM
DESCRIPCION
1.00
1.01
2.01.01
1.02
1.02.01
1.02.02
1.02.03
1.02.04
1.02.05
1.02.06
1.02.07
1.02.08
1.02.09
1.02.10
1.02.11
1.02.12
1.02.13
1.02.14
1.02.15
1.03
1.03.01
1.03.02
1.03.03
1.04
1.04.01
1.04.02
1.04.03
1.04.04
1.04.05
1.04.06
1.04.07
1.04.08
REDES DE DESAGUE
Trabajos Preliminares
Trazo, nivelacin y replanteo de zanjas
Movimiento de Tierras
Excavacin de zanjas en terreno normal c/mquina, h=1.50 m
Excavacin de zanjas en terreno normal c/mquina, h=1.51-2.00 m
Excavacin de zanjas en terreno normal c/mquina, h=2.01-2.50 m
Excavacin de zanjas en terreno normal c/mquina, h=2.51-3.00 m
Excavacin de zanjas en terreno normal c/mquina, h=3.01-4.00 m
Refine y nivelacin fondo de zanjas
Cama de apoyo para tuberas
Relleno 0.30 m sobre clave de tubera
Relleno compactado de zanjas h=1.21-1.50 m
Relleno compactado de zanjas h=1.51-2.00 m
Relleno compactado de zanjas h=2.01-2.50 m
Relleno compactado de zanjas h=2.51-3.00 m
Relleno compactado de zanjas h=3.01-4.00 m
Relleno compactado final de zanjas con afirmado
Eliminacin de material excedente
Tubera de Desague
Suministro e instalacin de tubera PVC UF de 6" (incluye anillos)
Suministro e instalacin de tubera PVC UF de 8" (incluye anillos)
Prueba hidrulica y nivelacin en redes de desague
Buzones
Buzn de concreto hasta h=1.20 m
Buzn de concreto hasta h=1.50 m
Buzn de concreto hasta h=2.00 m
Buzn de concreto hasta h=2.50 m
Buzn de concreto hasta h=3.00 m
Buzn de concreto hasta h=4.00 m
Buzn de concreto hasta h=5.00 m
Dados de concreto en buzones
2.00
2.01
2.01.01
2.02
2.02.01
2.02.02
2.02.03
2.02.04
2.02.05
2.02.06
2.02.07
2.03
2.03.01
2.03.02
2.03.03
2.04
2.04.01
UND
CANTIDAD
ml
5,398.20
ml
ml
ml
ml
ml
ml
ml
m3
ml
ml
ml
ml
ml
m3
573.79
2,193.19
1,856.11
477.94
297.17
5,398.20
5,398.20
5,398.20
573.79
2,193.19
1,856.11
477.94
297.17
5,398.20
3,202.47
ml
ml
ml
4,167.21
1,230.99
5,398.20
und
und
und
und
und
und
und
m3
6.00
32.00
31.00
16.00
12.00
6.00
3.00
41.04
ml
1,272.00
ml
ml
ml
ml
ml
ml
m3
1,272.00
1,272.00
1,272.00
1,272.00
1,272.00
1,272.00
343.44
ml
und
ml
1,272.00
212.00
1,272.00
und
212.00
ITEM
3.00
3.01
3.02
3.03
3.04
3.05
3.06
3.07
3.08
DESCRIPCION
VARIOS
Movilizacin y desmovilizacin de maquinaria y equipo
Cruce de quebradas
Corte de losa de concreto de e=0.20 m con disco
Reposicion de pavimento de concreto e=0.20 m
Mejoramiento de planta de tratamiento desague
Campamento de obra
Plan de manejo ambiental
Capacitacin bsica en operacin y mantenimiento
UND
CANTIDAD
glb
und
ml
ml
glb
glb
glb
glb
1.00
6.00
258.46
258.46
1.00
1.00
1.00
1.00
8"
ANCHO
VOLUMEN
Excav. prom.
ML.
M3
hasta 1.50
1.51 a 2.00
41.74
2.45
0.80
81.81
B4 - B5
37.65
1.75
0.70
46.12
B5 - B7
37.65
2.11
0.80
63.55
B7 - B8
61.59
2.70
1.00
166.29
B8 - B9
40.04
2.09
0.80
66.95
41.74
37.65
37.65
61.59
40.04
B9 - B10
40.04
1.63
0.70
45.55
B10 - B11
61.81
1.45
0.60
53.77
61.81
40.04
B11 - B12
61.15
1.26
0.60
46.05
61.15
B12 - B14
39.91
1.43
0.60
34.24
39.91
B14 - B16
39.92
1.35
0.60
32.34
39.92
B16 - B19
48.26
2.01
0.80
77.41
B19 - B23
43.61
2.41
0.80
83.91
B23 - B24
23.43
1.65
0.70
27.06
B24 - B26
34.38
1.40
0.60
28.88
34.38
B26 - B29
39.99
1.50
0.60
35.99
39.99
B29 - B31
40.09
1.75
0.70
49.11
B31 - B34
54.60
2.04
0.80
88.89
54.60
B34 - B38
58.54
2.21
0.80
103.50
58.54
B38 - B55
66.95
2.18
0.80
116.49
66.95
B55 - B59
45.63
2.21
0.80
80.67
45.63
B59 - B74
53.88
2.49
0.80
107.11
53.88
B74 - B76
22.49
2.43
0.80
43.63
22.49
B13 - B15
57.07
1.50
0.60
51.36
B15 - B17
57.07
1.53
0.70
61.12
57.07
B17 - B21
41.90
1.76
0.70
51.47
41.90
B21 - B25
36.26
1.73
0.70
43.78
36.26
B25 - B28
36.27
2.05
0.80
59.48
B28 - B33
66.23
2.63
1.00
173.85
B33 - B35
50.70
2.16
0.80
87.41
50.70
B35 - B39
54.79
2.08
0.80
91.17
54.79
B39 - B56
64.66
2.03
0.80
104.75
B56 - B60
49.16
1.68
0.70
57.64
49.16
B60 - B75
47.79
1.62
0.70
54.03
47.79
B88 - B89
25.56
1.58
0.70
28.18
25.56
B89 - B81
63.26
1.66
0.70
73.51
63.26
52.11
1.50
0.60
46.90
B45 - B47
73.19
2.42
0.80
141.40
B47 - B65
50.17
2.35
0.80
94.32
B65 - B64
50.18
1.50
0.60
45.16
48.26
43.61
23.43
40.09
JIRON POSIC
57.07
36.27
66.23
64.66
CALLE 1
CALLE 2
B87 - B79
52.11
CALLE 3
73.19
50.17
50.18
48.89
2.15
0.80
84.09
B46 - B49
70.35
2.80
1.00
196.98
B49 - B66
59.60
2.63
1.00
156.45
B66 - B73
34.82
2.13
0.80
59.19
48.89
70.35
59.60
34.82
8"
ANCHO
VOLUMEN
Excav. prom.
ML.
M3
hasta 1.50
1.51 a 2.00
CALLE 4
B52 - B71
60.00
1.75
0.70
73.50
60.00
B71 - B70
58.87
2.00
0.70
82.42
58.87
CARRETERA A ZARUMILLA
B2 - B3
63.82
2.00
0.70
89.35
63.82
B3 - B4
60.87
2.00
0.70
85.22
60.87
39.86
1.86
0.70
51.90
39.86
CALLE 5
B6 - B7
41.93
2.06
0.80
69.10
B19 - B20
41.98
2.67
1.00
111.88
B20 - B90
23.00
1.84
0.70
29.54
23.00
41.93
59.84
1.75
0.70
73.30
59.84
B26 - B27
42.76
1.75
0.70
52.38
42.76
B27 - B28
42.35
2.30
0.80
77.92
41.98
PASAJE 1
B22 - B23
CALLE 6
42.35
JIRON 6 DE JUNIO
B30 - B31
60.00
1.75
0.70
73.50
60.00
B31 - B32
42.36
1.90
0.70
56.34
42.36
B32 - B91
20.50
1.80
0.70
25.83
20.50
43.58
JIRON 3 DE MAYO
B36 - B37
43.58
1.75
0.70
53.39
B37 - B38
47.71
2.18
0.80
83.02
47.71
B38 - B39
63.26
2.43
0.80
122.72
63.26
B39 - B40
67.59
2.85
1.00
192.63
B40 - B41
36.95
3.74
1.20
165.61
B41 - B42
36.95
3.79
1.20
167.83
B42 - B43
58.66
2.40
0.80
112.63
58.66
B43 - B47
58.63
2.35
0.80
110.22
58.63
B47 - B48
41.33
2.35
0.80
77.70
41.33
B48 - B49
41.34
2.45
0.80
81.03
41.34
B49 - B50
65.91
2.50
0.80
131.82
B50 - B51
59.93
1.60
0.70
67.12
59.93
B51 - B52
10.17
1.55
0.70
11.03
10.17
B52 - B53
70.26
1.95
0.70
95.90
70.26
B53 - B54
51.55
1.78
0.70
64.05
51.55
67.59
36.95
36.95
65.91
44.83
1.78
0.70
55.70
B56 - B57
22.30
1.28
0.60
17.06
44.83
22.30
68.69
1.58
0.70
75.73
B67 - B68
42.44
1.36
0.60
34.63
68.69
B68 - B69
44.48
3.06
1.20
163.33
44.48
B69 - B70
44.47
3.35
1.20
178.77
44.47
42.44
8"
ANCHO
VOLUMEN
Excav. prom.
ML.
M3
hasta 1.50
1.51 a 2.00
JIRON 5 DE FEBRERO
B58 - B59
48.95
2.28
0.80
89.09
B59 - B60
44.93
2.11
0.80
75.84
48.95
B60 - B61
44.61
1.65
0.70
51.52
44.61
B61 - B62
44.78
1.88
0.70
58.77
44.78
B62 - B63
52.61
2.43
0.80
102.06
B63 - B64
49.27
2.05
0.80
80.80
B64 - B72
39.82
1.75
0.70
48.78
B72 - B73
39.82
2.20
0.80
70.08
1.99
0.70
55.54
44.93
52.61
49.27
39.82
39.82
39.87
39.87
COLECTOR RIBERA
B63 - B92
13.09
2.80
1.00
36.65
13.09
B92 - B93
25.71
2.75
1.00
70.70
25.71
B93 - B94
15.48
2.63
1.00
40.64
15.48
B94 - B95
21.10
2.88
1.00
60.66
21.10
B95 - B96
46.54
3.10
1.20
173.13
46.54
B96- B97
48.29
3.85
1.20
223.10
48.29
B97 - B98
39.49
3.82
1.20
181.02
B98 - B99
35.22
2.68
1.00
94.39
39.49
35.22
B99 - B100
36.77
1.86
0.70
47.87
B100 - B101
41.61
1.50
0.60
37.45
41.61
36.77
B101 - B102
28.42
1.50
0.60
25.58
28.42
B102 - B103
56.50
1.75
0.70
69.21
56.50
B103 - B104
47.78
1.75
0.70
58.53
47.78
B104 - B105
58.74
1.72
0.70
70.72
58.74
B105 - B106
63.63
1.96
0.70
87.08
63.63
B106 - B86
63.63
1.99
0.70
88.41
63.63
49.30
2.25
0.80
88.74
B77 - B78
58.47
2.10
0.80
98.23
B78 - B79
58.46
1.75
0.70
71.61
58.46
B79 - B80
50.49
1.75
0.70
61.85
50.49
B80 - B81
67.50
1.84
0.70
86.70
67.50
B81 - B82
48.95
1.59
0.70
54.31
48.95
B82 - B83
48.95
1.63
0.70
55.68
48.95
B83 - B84
64.11
2.03
0.80
103.86
B84 - B85
60.65
2.40
0.80
116.45
B85 - B86
79.61
1.98
0.70
110.06
B86 - CR
2.50
1.40
0.60
2.10
2.50
9,102.93
573.79
TOTAL
4,167.21
1,230.99
5,398.20 ml
49.30
58.47
64.11
60.65
79.61
2,193.19
1,856.11
477.94
297.17
0.00
METRADOS DE BUZONES
PROYECTO : AMPLIACION Y MEJORAMIENTO DEL SISTEMA DE SANEAMIENTO DE LA LOCALIDAD DE OMIA,
DISTRITO DE OMIA - RODRIGUEZ DE MENDOZA - AMAZONAS
META
BUZON
Tapa
COTA
Fondo
H
Altura
Diam. Inter.
ml
1.20
1.21 a 1.50
1.51 a 2.00
OMIA
B1
1,438.77
1,435.87
2.90
1.20
B2
1,436.11
1,434.11
2.00
1.20
1.00
1.00
B3
1,433.86
1,431.86
2.00
1.20
1.00
B4
1,431.63
1,429.63
2.00
1.20
B5
1,428.89
1,427.39
1.50
1.20
B6
1,423.15
1,422.15
1.00
1.20
B7
1,424.47
1,421.75
2.72
1.20
B8
1,418.54
1,415.86
2.68
1.20
B9
1,413.87
1,412.37
1.50
1.20
B10
1,409.70
1,407.95
1.75
1.20
B11
1,404.18
1,403.03
1.15
1.20
B12
1,400.56
1,399.20
1.36
1.20
1.00
B13
1,401.10
1,399.60
1.50
1.20
1.00
B14
1,397.86
1,396.36
1.50
1.20
1.00
B15
1,397.71
1,396.21
1.50
1.20
B16
1,395.54
1,394.34
1.20
1.20
B17
1,393.89
1,392.33
1.56
1.20
B18
1,391.61
1,390.30
1.31
1.20
B19
1,392.61
1,389.80
2.81
1.20
B20
1,392.82
1,390.30
2.52
1.50
B21
1,391.30
1,389.35
1.95
1.20
B22
1,390.55
1,389.05
1.50
1.20
B23
1,390.00
1,388.00
2.00
1.20
B24
1,387.37
1,386.07
1.30
1.20
1.00
B25
1,389.20
1,387.70
1.50
1.20
1.00
B26
1,386.25
1,384.75
1.50
1.20
1.00
B27
1,387.27
1,385.27
2.00
1.20
B28
1,387.44
1,384.84
2.60
1.20
B29
1,384.13
1,382.63
1.50
1.20
1.00
B30
1,382.27
1,380.77
1.50
1.20
1.00
B31
1,382.18
1,380.18
2.00
1.20
1.00
B32
1,383.60
1,381.80
1.80
1.20
1.00
B33
1,384.03
1,381.38
2.65
1.20
B34
1,379.60
1,377.53
2.07
1.20
B35
1,380.27
1,378.61
1.66
1.20
B36
1,379.89
1,378.39
1.50
1.20
B37
1,377.43
1,375.43
2.00
1.20
B38
1,377.42
1,375.07
2.35
1.20
1.00
B39
1,378.11
1,375.61
2.50
1.20
1.00
B40
1,377.01
1,373.81
3.20
1.50
B41
1,377.89
1,373.62
4.27
1.50
B42
1,376.74
1,373.44
3.30
1.50
B43
1,374.28
1,372.78
1.50
1.20
B44
1,390.01
1,387.91
2.10
1.20
B45
1,382.13
1,380.50
1.63
1.20
B46
1,383.55
1,381.35
2.20
1.20
B47
1,373.78
1,370.58
3.20
1.50
B48
1,373.79
1,372.29
1.50
1.20
B49
1,373.60
1,370.20
3.40
1.50
B50
1,376.66
1,375.06
1.60
1.20
B51
1,382.46
1,380.86
1.60
1.20
B52
1,383.70
1,382.20
1.50
1.20
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
METRADOS DE BUZONES
PROYECTO : AMPLIACION Y MEJORAMIENTO DEL SISTEMA DE SANEAMIENTO DE LA LOCALIDAD DE OMIA,
DISTRITO DE OMIA - RODRIGUEZ DE MENDOZA - AMAZONAS
META
BUZON
Tapa
COTA
Fondo
H
Altura
Diam. Inter.
ml
1.20
1.21 a 1.50
1.51 a 2.00
B53
1,390.54
1,388.14
2.40
1.20
B54
1,395.74
1,394.59
1.15
1.20
B55
1,373.79
1,371.79
2.00
1.20
B56
1,373.90
1,372.35
1.55
1.20
B57
1,373.79
1,372.79
1.00
1.20
B58
1,371.90
1,369.77
2.13
1.20
B59
1,371.39
1,368.97
2.42
1.20
B60
1,371.34
1,369.54
1.80
1.20
B61
1,369.70
1,368.20
1.50
1.20
B62
1,369.01
1,366.76
2.25
1.20
B63
1,366.84
1,364.24
2.60
1.20
B64
1,366.23
1,364.73
1.50
1.20
1.00
B65
1,368.72
1,367.22
1.50
1.20
1.00
B66
1,369.37
1,367.52
1.85
1.20
B67
1,372.74
1,371.44
1.30
1.20
1.00
B68
1,375.42
1,374.00
1.42
1.20
1.00
B69
1,379.95
1,375.25
4.70
1.50
B70
1,378.47
1,376.47
2.00
1.20
1.00
B71
1,381.43
1,379.43
2.00
1.20
1.00
B72
1,367.30
1,365.30
2.00
1.20
1.00
B73
1,368.09
1,365.69
2.40
1.20
B74
1,368.71
1,366.16
2.55
1.20
B75
1,368.51
1,367.08
1.43
1.20
B76
1,366.75
1,364.45
2.30
1.20
B77
1,366.06
1,363.86
2.20
1.20
B78
1,364.50
1,362.50
2.00
1.20
B79
1,362.88
1,361.38
1.50
1.20
B80
1,362.44
1,360.44
2.00
1.20
B81
1,360.61
1,358.94
1.67
1.20
B82
1,359.97
1,358.47
1.50
1.20
B83
1,359.31
1,357.56
1.75
1.20
B84
1,359.26
1,356.96
2.30
1.20
B85
1,359.16
1,356.66
2.50
1.20
B86
1,356.21
1,354.76
1.45
1.20
1.00
B87
1,366.96
1,365.46
1.50
1.20
1.00
B88
1,365.12
1,363.62
1.50
1.20
1.00
B89
1,363.78
1,362.13
1.65
1.20
B90
1,391.75
1,390.60
1.15
1.20
B91
1,383.90
1,382.10
1.80
1.20
B92
1,367.11
1,364.11
3.00
1.50
B93
1,365.49
1,362.99
2.50
1.20
B94
1,365.49
1,362.74
2.75
1.20
1.00
B95
1,365.53
1,362.53
3.00
1.50
1.00
B96
1,365.26
1,362.06
3.20
1.50
B97
1,366.08
1,361.58
4.50
1.50
B98
1,364.33
1,361.19
3.14
1.50
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
B99
1,363.06
1,360.84
2.22
1.20
1,360.47
1,358.97
1.50
1.20
1.00
B101
1,359.03
1,357.53
1.50
1.20
1.00
B102
1,358.57
1,357.07
1.50
1.20
1.00
B103
1,358.61
1,356.61
2.00
1.20
B104
1,357.70
1,356.20
1.50
1.20
B105
1,357.55
1,355.61
1.94
1.20
1.00
B106
1,357.15
1,355.18
1.97
1.20
1.00
TOTAL =
1.00
B100
PARCIAL
1.00
1.00
1.00
6.00
106.00 Buzones
32.00
31.00
16.00
12.00
6.00
3.00
Ancho
Altura
Esponj.
Volumen
2,524.23
h (variable)
H
relleno hasta 0.30 m
sobre clave de tubera
cama de apoyo (0.10 m)
ancho de zanja
DESCRIPCION
573.79
2,193.19
1,856.11
477.94
297.17
0.00
Cantidad
0.60
0.60
0.80
0.80
1.00
1.20
Area
0.55
0.55
0.55
0.55
0.55
0.55
Altura
20.00%
20.00%
20.00%
20.00%
20.00%
20.00%
Esponj.
227.22
868.50
980.03
252.35
196.13
0.00
Volumen
678.23
Area = p R2 =
2
2.01 m
D = 1.20 m
Area = p R2 =
2
2.84 m
D = 1.50 m
H buzn
altura de excav.
Adicional (0.30m)
dim buzn
6.00
32.00
31.00
16.00
12.00
6.00
3.00
2.01
2.01
2.01
2.01
2.01
2.84
2.84
1.50
1.80
2.30
2.80
3.30
4.30
5.30
20.00%
20.00%
20.00%
20.00%
20.00%
20.00%
20.00%
21.71
138.97
172.03
108.09
95.54
87.78
54.10
3,202.47
META
ITEM
01.00
01.04
01.04.08
02.00
02.01
02.01.01
02.02
02.02.01
02.02.02
02.02.03
02.02.04
02.02.05
02.02.06
02.02.07
02.03
02.03.01
02.03.02
02.03.03
02.04
02.04.01
03.00
03.01
03.02
03.03
03.04
03.05
03.06
03.07
03.08
DESCRIPCION
UND
RED DE DESAGUE
BUZONES
Dados de concreto en buzones
m3
CONEXIONES DOMICILIARIAS
TRABAJOS PRELIMINARES
Trazo, nivelacin y replanteo de zanjas
ml
MOVIMIENTO DE TIERRAS
Excavacin manual de zanjas
ml
Refine y nivelacin fondo de zanjas
ml
Cama de apoyo para tuberas
ml
Relleno 0.30 m sobre clave de tubera
ml
Relleno compactado de zanjas h=1.20 m
ml
Relleno compactado final de zanjas con afirmado
ml
Eliminacin de material excedente
m3
TUBERIA DE DESAGUE
Suministro e instalacin de tubera 4" PVC UF D=4" (incluye anillo)ml
Conexin domiciliaria de desague
und
Prueba hidrulica y nivelacin en redes de desague
ml
ACCESORIOS
Caja de registro 12" x 24" tapa de concreto
und
VARIOS
Movilizacin y desmovilizacin de maquinaria y equipo
Cruce de quebradas
Tramo B27-B28
Tramo B30-B31
Tramo B37-B38
Tramo B58-B59
Tramo B61-B62
Tramo B91-B92
Corte de losa de concreto de e=0.20 m con disco
Tramo B59-B60
Tramo B59-B74
Tramo B60-B75
Tramo B75-B74
Conexiones Domiciliarias
Reposicion de pavimento de concreto e=0.20 m
Tramo B59-B60
Tramo B59-B74
Tramo B60-B75
Tramo B75-B74
Conexiones Domiciliarias
Mejoramiento de planta de tratamiento desague
Campamento de obra
Plan de manejo ambiental
Capacitacin bsica en operacin y mantenimiento
glb
und
AREA
CANTIDAD
LONGITUD
PROMEDIO
TOTAL
0.30
228.00
0.60
41.04
212.00
6.00
1,272.00
212.00
212.00
212.00
212.00
212.00
212.00
212.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
1,272.00
1,272.00
1,272.00
1,272.00
1,272.00
1,272.00
343.44
212.00
212.00
212.00
6.00
1,272.00
212.00
1,272.00
0.27
6.00
212.00
212.00
1.00
1.00
6.00
1.00
1.00
1.00
1.00
1.00
1.00
ml
258.46
44.93
53.87
47.79
39.87
72.00
ml
glb
glb
glb
glb
258.46
44.93
53.87
47.79
39.87
72.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00