Obras Puntuales Badenes
Obras Puntuales Badenes
Obras Puntuales Badenes
Partida
04.03.11
Cdigo
Descripcin Insumo
Unidad
Cuadrilla
Cantidad
Mano de Obra
0101010003 OPERARIO
HH
1.000
0.0320
0101010004 OFICIAL
HH
1.000
0.0320
Materiales
02040100020001 ALAMBRE NEGRO N 16
KG
0.0200
1.0700
Equipo
0301010006 HERRAMIENTAS MANUALES
%MO
0.0300
Rend:
250.00
M2/DIA
Precio
Parcial
11.59
0.37
10.04
0.32
0.69
4.50
0.09
4.50
4.82
4.91
0.69
0.02
0.02
5.62
BADENES 16m
UND
EXPED.
PRECIO
TOTAL
04.03.01
m2
506.36
2.68 S/.
1,357.04
04.03.02
m3
284.33
22.99 S/.
6,536.75
04.03.03
m2
506.36
6.90 S/.
3,493.88
04.03.04
m3
341.20
13.79 S/.
4,705.15
04.03.05
ENCOFRADO Y DESENCOFRADO
m2
312.77
32.58 S/.
10,190.05
04.03.06
m3
77.27
486.93 S/.
37,625.08
04.03.07
m3
89.57
406.06 S/.
36,370.79
04.03.08
m3
24.19
265.60 S/.
6,424.86
04.03.09
EMPEDRADO E=20CM
m2
47.19
30.27 S/.
1,428.44
04.03.10
JUNTA ASFALTICA
256.88
11.18 S/.
2,871.92
S/.
111,003.96
PARTIDA
FECHA :
DESCRIPCIN
04.03.00
BADEN DE CONCRETO
04.03.01
UNID.
M2
PARCIAL
3.00
200.40
20.00
10.02
SUB TOTAL
3.00
1.00
16.85
0.36
1.21
7.34
1.00
16.75
1.02
0.40
6.83
Grada Superior
1.00
16.39
0.60
0.40
3.93
Grada Inferior
1.00
16.11
1.00
0.40
6.44
Zapata
1.00
15.70
1.00
0.40
6.28
M2
Badenes de 8.50 m
M2
ENCOFRADO Y DESENCOFRADO
601.20
92.49
Muro de Contension
30.83
92.49
601.20
3.00
1.00
M3
TOTAL
200.40
Badenes de 16.0 m
200.40
20.00
10.02
601.20
200.40
3.00
110.99
1.00
Badenes de 16.0 m
04.03.05
ALTO
M3
Badenes de 8.50 m
04.03.04
ANCHO
601.20
1.00
Badenes de 16.0 m
04.03.03
MEDIDAS
LARGO
M2
Badenes de 16.0 m
04.03.02
CANT.
7/5/2013
1.20
92.49
110.99
336.15
M2
LOSA
Badenes de 16.0 m
3.00
1.00
20.60
0.50
56.40
10.30
1.00
18.78
0.25
4.70
1.00
17.03
0.50
Encofrados tranversales
2.00
5.10
0.50
5.10
Encofrado de Uas
1.00
50.53
0.55
27.79
Badenes de 16.0 m
3.00
4.00
2.50
0.80
4.00
0.40
0.80
1.28
1.00
16.85
1.21
20.39
1.00
16.75
0.40
6.70
1.00
16.39
0.40
6.56
1.00
16.11
0.40
6.44
Encofrado de Zapata
1.00
15.70
0.40
6.28
169.20
8.52
55.65
8.00
166.95
PARTIDA
04.03.06
04.03.07
DESCRIPCIN
LARGO
ANCHO
ALTO
M3
92.89
Badenes de 16.0 m
3.00
1.00
17.58
4.30
0.15
11.34
1.00
20.45
0.40
0.70
5.73
2.00
17.17
0.40
0.70
9.62
Dentellon Intermedio
3.00
5.10
0.40
0.70
4.28
30.96
92.89
M3
100.86
Muro de encauzamiento
Badenes de 16.0 m
3.00
Muro de encauzamiento
2.00
04.03.08
04.03.09
04.03.10
11.01
11.02
0.40
0.80
1.60
2.00
2.50
0.50
0.50
1.25
2.00
10.02
0.50
0.30
3.01
8.55
M3
Badenes de 16.0 m
3.00
Muro de contencion
1.00
16.85
0.36
1.20
7.28
1.00
16.75
1.02
0.40
6.83
Disipador Superior
1.00
16.39
0.60
0.40
3.93
Disipador Intermedio
1.00
16.11
1.00
0.40
6.44
Disipador Inferior
1.00
15.70
1.00
0.40
6.28
30.77
92.31
64.38
Badenes de 16.0 m
3.00
Enboquillado a la entrada
1.00
EMPEDRADO E=0.20M
2.50
0.40
3.00
Empedrado de losa
1.00
15.12
17.58
4.30
0.20
45.36
15.12
245.73
Badenes de 16.0 m
3.00
1.00
20.60
20.60
1.00
18.78
18.78
inferior
1.00
17.03
17.03
Junta transversal
5.00
5.10
25.50
64.38
21.46
45.36
Badenes de 16.0 m
21.46
21.46
M3
81.91
245.73
M3
145.85
Badenes de 16.0 m
3.00
1.00
48.62
17.58
4.30
0.15
11.34
3.00
5.10
0.40
0.70
4.28
1.00
20.45
0.40
0.70
5.73
Dentellon Inferior
1.00
17.17
0.40
0.70
4.81
1.00
21.46
2.50
0.40
21.46
2.00
2.50
0.40
0.50
1.00
Entrada de Costados
2.00
10.02
0.50
0.30
3.01
145.85
Badenes de 16.0 m
11.03
2.85
2.50
175.02
1.20
145.85
175.02
1983.00
KG
3.00
661.00
1983.00
1983.00
PARTIDA
DESCRIPCIN
LARGO
ANCHO
ALTO
Armadura
Longitud
(m)
longitud total
Veces
3/8"
1/2"
espaci
amien
to
(cm)
0.30
1/2"
5.70
32
es de 1/2"
182.4
VARI
ABLE
DE
0.3 A
0.20
0.30
1/2"
19.41
24
es de 1/2"
465.84
0.2
5.10
0.30
0.30
18.81
RESUMEN GENERAL
0.58
1.02
0.00
648.24
0.00
0.00
661.00
73.00
661.00
PROPUESTA
PROGRAMADO
4.03
BADENES
M2
601.20
2.68
S/.
1,611.22
M3
92.49
22.99
S/.
2,126.45
M2
601.20
6.9
S/.
4,148.28
M3
110.99
13.79
S/.
1,530.60
M2
336.15
32.58
S/.
10,951.77
M3
92.89
486.93
S/.
45,232.34
M3
100.86
406.06
S/.
40,956.19
M3
64.38
265.6
S/.
17,099.33
M3
45.36
30.27
S/.
1,372.94
245.73
11.18
S/.
2,747.26
S/. 127,776.38
PROPUESTA
PARTIDAS NUEVAS
11
BADENES
11.01
M3
145.85
7.03
S/.
11.02
175.02
9.16
S/.
1,603.18
11.03
1983.00
5.62
S/.
11,144.46
S/.
13,772.97
KG
S/.
1,025.33
141,549.35
BADENES 8.5m
UND
EXPED.
PRECIO
TOTAL
04.03.01
m2
506.36
2.68 S/.
1,357.04
04.03.02
m3
284.33
22.99 S/.
6,536.75
04.03.03
m2
506.36
6.90 S/.
3,493.88
04.03.04
m3
341.20
13.79 S/.
4,705.15
04.03.05
ENCOFRADO Y DESENCOFRADO
m2
312.77
32.58 S/.
10,190.05
04.03.06
m3
77.27
486.93 S/.
37,625.08
04.03.07
m3
89.57
406.06 S/.
36,370.79
04.03.08
m3
24.19
265.60 S/.
6,424.86
04.03.09
EMPEDRADO E=20CM
m2
47.19
30.27 S/.
1,428.44
04.03.10
JUNTA ASFALTICA
256.88
11.18 S/.
2,871.92
S/.
111,003.96
PARTIDA
FECHA :
DESCRIPCIN
04.03.00
BADEN DE CONCRETO
04.03.01
UNID.
M2
PARCIAL
1.00
105.40
10.00
SUB TOTAL
1.00
1.00
8.94
0.36
1.21
3.89
1.00
8.76
1.02
0.40
3.57
Grada Superior
1.00
8.19
0.60
0.40
1.97
Grada Inferior
1.00
7.85
1.00
0.40
3.14
Zapata
1.00
7.46
1.00
0.40
2.98
M2
Badenes de 10.5 m
M2
ENCOFRADO Y DESENCOFRADO
105.40
15.56
Muro de Contension
15.56
15.56
105.40
1.00
1.00
M3
TOTAL
105.40
10.54
Badenes de 10.5 m
105.40
10.00
10.54
105.40
105.40
1.00
18.67
1.00
Badenes de 10.5 m
04.03.05
ALTO
M3
Badenes de 10.5 m
04.03.04
ANCHO
105.40
1.00
Badenes de 10.5 m
04.03.03
MEDIDAS
LARGO
M2
Badenes de 10.5 m
04.03.02
CANT.
7/5/2013
1.20
15.56
18.67
69.89
M2
LOSA
Badenes de 10.5 m
1.00
1.00
12.07
0.50
36.89
6.04
1.00
10.52
0.25
2.63
1.00
8.94
0.50
Encofrados tranversales
2.00
5.10
0.50
5.10
Encofrado de Uas
1.00
33.91
0.55
18.65
Badenes de 10.5 m
1.00
4.00
2.50
0.80
4.00
0.40
0.80
1.28
1.00
8.94
1.21
10.82
1.00
8.76
0.40
3.50
1.00
8.19
0.40
3.28
1.00
7.85
0.40
3.14
Encofrado de Zapata
1.00
7.46
0.40
2.98
36.89
4.47
33.00
8.00
33.00
PARTIDA
04.03.06
04.03.07
DESCRIPCIN
LARGO
ANCHO
ALTO
M3
19.46
Badenes de 10.5 m
1.00
1.00
10.52
4.30
0.15
6.79
1.00
12.07
0.40
0.70
3.38
2.00
8.94
0.40
0.70
5.01
Dentellon Intermedio
3.00
5.10
0.40
0.70
4.28
19.46
19.46
M3
18.38
Muro de encauzamiento
Badenes de 10.5 m
1.00
Muro de encauzamiento
2.00
04.03.08
04.03.09
04.03.10
11.01
11.02
0.40
0.80
1.60
2.00
2.50
0.50
0.50
1.25
2.00
10.02
0.50
0.30
3.01
2.85
M3
Badenes de 10.5 m
1.00
Muro de contencion
1.00
8.94
0.36
1.20
3.86
1.00
8.76
1.02
0.40
3.57
Disipador Superior
1.00
8.19
0.60
0.40
1.97
Disipador Intermedio
1.00
7.85
1.00
0.40
3.14
Disipador Inferior
1.00
7.46
1.00
0.40
2.98
15.53
15.53
12.09
Badenes de 10.5 m
1.00
Enboquillado a la entrada
1.00
EMPEDRADO E=0.20M
2.50
0.40
1.00
Empedrado de losa
1.00
9.05
10.52
4.30
0.20
9.05
9.05
57.03
Badenes de 10.5 m
1.00
1.00
12.07
12.07
1.00
10.52
10.52
inferior
1.00
8.94
8.94
Junta transversal
5.00
5.10
25.50
12.09
12.09
9.05
Badenes de 10.5 m
12.09
12.09
M3
57.03
57.03
M3
30.04
Badenes de 10.5 m
1.00
1.00
30.04
10.52
4.30
0.15
6.79
3.00
5.10
0.40
0.70
4.28
1.00
12.07
0.40
0.70
3.38
Dentellon Inferior
1.00
8.94
0.40
0.70
2.50
1.00
12.09
2.50
0.40
12.09
2.00
2.50
0.40
0.50
1.00
Entrada de Costados
2.00
10.02
0.50
0.30
3.01
30.04
Badenes de 10.5 m
11.03
2.85
2.50
36.05
1.20
30.04
36.05
458.00
KG
1.00
458.00
458.00
458.00
PARTIDA
DESCRIPCIN
LARGO
ANCHO
ALTO
Armadura
Longitud
(m)
longitud total
Veces
3/8"
1/2"
espaci
amien
to
(cm)
0.30
1/2"
5.70
32
es de 1/2"
182.4
VARI
ABLE
DE
0.3 A
0.20
0.30
1/2"
11.11
24
es de 1/2"
266.64
0.2
5.10
0.30
0.30
10.51
RESUMEN GENERAL
0.58
1.02
0.00
449.04
0.00
0.00
458.00
51.00
458.00
PROPUESTA
PROGRAMADO
4.03
BADENES
M2
105.40
2.68
S/.
282.47
M3
15.56
22.99
S/.
357.68
M2
105.40
6.9
S/.
727.26
M3
18.67
13.79
S/.
257.45
M2
69.89
32.58
S/.
2,276.92
M3
19.46
486.93
S/.
9,473.42
M3
18.38
406.06
S/.
7,461.66
M3
12.09
265.6
S/.
3,211.10
M3
9.05
30.27
S/.
273.86
57.03
11.18
S/.
637.60
S/.
24,959.42
211.20
PROPUESTA
PARTIDAS NUEVAS
11
BADENES
11.01
M3
30.04
7.03
S/.
11.02
36.05
9.16
S/.
330.22
11.03
458.00
5.62
S/.
2,573.96
S/.
3,115.38
KG
S/.
28,074.80
BADENES 8.5m
PARTIDA
FECHA :
DESCRIPCIN
04.03.00
BADEN DE CONCRETO
04.03.01
UNID.
M2
PARCIAL
1.00
105.40
10.00
SUB TOTAL
1.00
1.00
8.94
0.36
1.21
3.89
1.00
8.76
1.02
0.40
3.57
Grada Superior
1.00
8.19
0.60
0.40
1.97
Grada Inferior
1.00
7.85
1.00
0.40
3.14
Zapata
1.00
7.46
1.00
0.40
2.98
M2
Badenes de 10.5 m
M2
ENCOFRADO Y DESENCOFRADO
105.40
15.56
Muro de Contension
15.56
15.56
105.40
1.00
1.00
M3
TOTAL
105.40
10.54
Badenes de 10.5 m
105.40
10.00
10.54
105.40
105.40
1.00
18.67
1.00
Badenes de 10.5 m
04.03.05
ALTO
M3
Badenes de 10.5 m
04.03.04
ANCHO
105.40
1.00
Badenes de 10.5 m
04.03.03
MEDIDAS
LARGO
M2
Badenes de 10.5 m
04.03.02
CANT.
7/5/2013
1.20
15.56
18.67
69.89
M2
LOSA
Badenes de 10.5 m
1.00
1.00
12.07
0.50
36.89
6.04
1.00
10.52
0.25
2.63
1.00
8.94
0.50
Encofrados tranversales
2.00
5.10
0.50
5.10
Encofrado de Uas
1.00
33.91
0.55
18.65
Badenes de 10.5 m
1.00
4.00
2.50
0.80
4.00
0.40
0.80
1.28
1.00
8.94
1.21
10.82
1.00
8.76
0.40
3.50
1.00
8.19
0.40
3.28
1.00
7.85
0.40
3.14
Encofrado de Zapata
1.00
7.46
0.40
2.98
36.89
4.47
33.00
8.00
33.00
PARTIDA
04.03.06
04.03.07
DESCRIPCIN
LARGO
ANCHO
ALTO
M3
19.46
Badenes de 10.5 m
1.00
1.00
10.52
4.30
0.15
6.79
1.00
12.07
0.40
0.70
3.38
2.00
8.94
0.40
0.70
5.01
Dentellon Intermedio
3.00
5.10
0.40
0.70
4.28
19.46
19.46
M3
18.38
Muro de encauzamiento
Badenes de 10.5 m
1.00
Muro de encauzamiento
2.00
04.03.08
04.03.09
04.03.10
11.01
11.02
0.40
0.80
1.60
2.00
2.50
0.50
0.50
1.25
2.00
10.02
0.50
0.30
3.01
2.85
M3
Badenes de 10.5 m
1.00
Muro de contencion
1.00
8.94
0.36
1.20
3.86
1.00
8.76
1.02
0.40
3.57
Disipador Superior
1.00
8.19
0.60
0.40
1.97
Disipador Intermedio
1.00
7.85
1.00
0.40
3.14
Disipador Inferior
1.00
7.46
1.00
0.40
2.98
15.53
15.53
12.09
Badenes de 10.5 m
1.00
Enboquillado a la entrada
1.00
EMPEDRADO E=0.20M
2.50
0.40
1.00
Empedrado de losa
1.00
9.05
10.52
4.30
0.20
9.05
9.05
57.03
Badenes de 10.5 m
1.00
1.00
12.07
12.07
1.00
10.52
10.52
inferior
1.00
8.94
8.94
Junta transversal
5.00
5.10
25.50
12.09
12.09
9.05
Badenes de 10.5 m
12.09
12.09
M3
57.03
57.03
M3
30.04
Badenes de 10.5 m
1.00
1.00
30.04
10.52
4.30
0.15
6.79
3.00
5.10
0.40
0.70
4.28
1.00
12.07
0.40
0.70
3.38
Dentellon Inferior
1.00
8.94
0.40
0.70
2.50
1.00
12.09
2.50
0.40
12.09
2.00
2.50
0.40
0.50
1.00
Entrada de Costados
2.00
10.02
0.50
0.30
3.01
30.04
Badenes de 10.5 m
11.03
2.85
2.50
36.05
1.20
30.04
36.05
458.00
KG
1.00
458.00
458.00
458.00
PARTIDA
DESCRIPCIN
LARGO
ANCHO
ALTO
Armadura
Longitud
(m)
longitud total
Veces
3/8"
1/2"
espaci
amien
to
(cm)
0.30
1/2"
5.70
32
es de 1/2"
182.4
VARI
ABLE
DE
0.3 A
0.20
0.30
1/2"
11.11
24
es de 1/2"
266.64
0.2
5.10
0.30
0.30
10.51
RESUMEN GENERAL
0.58
1.02
0.00
449.04
0.00
0.00
458.00
51.00
458.00
PROPUESTA
PROGRAMADO
4.03
BADENES
M2
105.40
2.68
S/.
282.47
M3
15.56
22.99
S/.
357.68
M2
105.40
6.9
S/.
727.26
M3
18.67
13.79
S/.
257.45
M2
69.89
32.58
S/.
2,276.92
M3
19.46
486.93
S/.
9,473.42
M3
18.38
406.06
S/.
7,461.66
M3
12.09
265.6
S/.
3,211.10
M3
9.05
30.27
S/.
273.86
57.03
11.18
S/.
637.60
S/.
24,959.42
211.20
PROPUESTA
PARTIDAS NUEVAS
4.03
BADENES
11.01
M3
30.04
7.03
S/.
11.02
36.05
9.16
S/.
330.22
11.03
458.00
5.62
S/.
2,573.96
S/.
3,115.38
KG
S/.
28,074.80
BADENES 16.00 m
PARTIDA
FECHA :
DESCRIPCIN
04.03.00
BADEN DE CONCRETO
04.03.01
UNID.
M2
PARCIAL
3.00
200.40
20.00
10.02
SUB TOTAL
3.00
1.00
16.85
0.36
1.21
7.34
1.00
16.75
1.02
0.40
6.83
Grada Superior
1.00
16.39
0.60
0.40
3.93
Grada Inferior
1.00
16.11
1.00
0.40
6.44
Zapata
1.00
15.70
1.00
0.40
6.28
M2
Badenes de 8.50 m
M2
ENCOFRADO Y DESENCOFRADO
601.20
92.49
Muro de Contension
30.83
92.49
601.20
3.00
1.00
M3
TOTAL
200.40
Badenes de 16.0 m
200.40
20.00
10.02
601.20
200.40
3.00
110.99
1.00
Badenes de 16.0 m
04.03.05
ALTO
M3
Badenes de 8.50 m
04.03.04
ANCHO
601.20
1.00
Badenes de 16.0 m
04.03.03
MEDIDAS
LARGO
M2
Badenes de 16.0 m
04.03.02
CANT.
7/5/2013
1.20
92.49
110.99
336.15
M2
LOSA
Badenes de 16.0 m
3.00
1.00
20.60
0.50
56.40
10.30
1.00
18.78
0.25
4.70
1.00
17.03
0.50
8.52
Encofrados tranversales
2.00
5.10
0.50
5.10
Encofrado de Uas
1.00
50.53
0.55
27.79
Badenes de 16.0 m
3.00
4.00
2.50
0.80
4.00
0.40
0.80
1.28
1.00
16.85
1.21
20.39
1.00
16.75
0.40
6.70
1.00
16.39
0.40
6.56
1.00
16.11
0.40
6.44
Encofrado de Zapata
1.00
15.70
0.40
6.28
55.65
8.00
169.20
166.95
PARTIDA
04.03.06
04.03.07
DESCRIPCIN
LARGO
ANCHO
ALTO
M3
92.89
Badenes de 16.0 m
3.00
1.00
17.58
4.30
0.15
11.34
1.00
20.45
0.40
0.70
5.73
2.00
17.17
0.40
0.70
9.62
Dentellon Intermedio
3.00
5.10
0.40
0.70
4.28
30.96
92.89
M3
100.86
Muro de encauzamiento
Badenes de 16.0 m
3.00
Muro de encauzamiento
2.00
04.03.08
04.03.09
04.03.10
11.01
11.02
0.40
0.80
1.60
2.00
2.50
0.50
0.50
1.25
2.00
10.02
0.50
0.30
3.01
8.55
M3
Badenes de 16.0 m
3.00
Muro de contencion
1.00
16.85
0.36
1.20
7.28
1.00
16.75
1.02
0.40
6.83
Disipador Superior
1.00
16.39
0.60
0.40
3.93
Disipador Intermedio
1.00
16.11
1.00
0.40
6.44
Disipador Inferior
1.00
15.70
1.00
0.40
6.28
30.77
92.31
64.38
Badenes de 16.0 m
3.00
Enboquillado a la entrada
1.00
EMPEDRADO E=0.20M
2.50
0.40
3.00
Empedrado de losa
1.00
15.12
17.58
4.30
0.20
45.36
15.12
245.73
Badenes de 16.0 m
3.00
1.00
20.60
20.60
1.00
18.78
18.78
inferior
1.00
17.03
17.03
Junta transversal
5.00
5.10
25.50
64.38
21.46
45.36
Badenes de 16.0 m
21.46
21.46
M3
81.91
245.73
M3
145.85
Badenes de 16.0 m
3.00
1.00
48.62
17.58
4.30
0.15
11.34
3.00
5.10
0.40
0.70
4.28
1.00
20.45
0.40
0.70
5.73
Dentellon Inferior
1.00
17.17
0.40
0.70
4.81
1.00
21.46
2.50
0.40
21.46
2.00
2.50
0.40
0.50
1.00
Entrada de Costados
2.00
10.02
0.50
0.30
3.01
145.85
Badenes de 16.0 m
11.03
2.85
2.50
175.02
1.20
145.85
175.02
1983.00
KG
3.00
661.00
1983.00
1983.00
PARTIDA
DESCRIPCIN
LARGO
ANCHO
ALTO
Armadura
Longitud
(m)
longitud total
Veces
3/8"
1/2"
espaci
amien
to
(cm)
0.30
1/2"
5.70
32
es de 1/2"
182.4
VARI
ABLE
DE
0.3 A
0.20
0.30
1/2"
19.41
24
es de 1/2"
465.84
0.2
0.58
1.02
0.00
648.24
0.00
0.00
661.00
73.00
661.00
5.10
0.30
0.30
18.81
RESUMEN GENERAL
PROGRAMADO
4.03
BADENES
PROPUESTA
M2
601.20
2.68
S/.
1,611.22
M3
92.49
22.99
S/.
2,126.45
M2
601.20
6.9
S/.
4,148.28
M3
110.99
13.79
S/.
1,530.60
M2
336.15
32.58
S/.
10,951.77
M3
92.89
486.93
S/.
45,232.34
M3
100.86
406.06
S/.
40,956.19
M3
64.38
265.6
S/.
17,099.33
M3
45.36
30.27
S/.
1,372.94
245.73
11.18
S/.
2,747.26
S/. 127,776.38
PARTIDAS NUEVAS
PROPUESTA
4.03
BADENES
11.01
M3
145.85
7.03
S/.
11.02
175.02
9.16
S/.
1,603.18
11.03
1983.00
5.62
S/.
11,144.46
S/.
13,772.97
KG
1,025.33
CUADRO RESUMEN
OBRA
ENTIDAD
LUGAR
UNIDAD
METRADO
PRECIO
M2
706.60
2.68
S/.
1,893.69
M3
108.05
22.99
S/.
2,484.12
M2
706.60
6.9
S/.
4,875.54
M3
129.66
13.79
S/.
1,788.05
M2
406.04
32.58
S/.
13,228.68
M3
112.35
486.93
S/.
54,705.76
M3
119.24
406.06
S/.
48,417.85
M3
76.47
265.6
S/.
20,310.43
M3
54.40
30.27
S/.
1,646.80
302.76
11.18
S/.
3,384.86
M3
11.01
175.89
7.03
S/.
1,236.52
11.02
9.16
S/.
1,933.41
11.03
5.62
S/.
13,718.42
S/.
169,624.13
KG
2441.00