Estudio definitivo del proyecto de irrigación de Pauza, Parinacochas

-23-
E32
PARTIDA ESPECIFICACIONES ^'^'-
DAD
CANTIDAD
'-^'^••i^t'^ UNITARIO
^^^^^^
TOTAL
^^^''
S/o. S/o.
TOTAL
S/o.
VAN .- 24-350,14;
59.00
59.0a
RAMAL N° 3C -a(550)
Id. a 58.01
m3
no
61.00
6,710.00 "
59.02
59.03
Id. a 58.02
Id. a 58.03
m3
m2
28
440
46.00
200.00
1,288.00 •-'
88,000.00 ^
•
59.04
Id. a 58.04
m2
220
144.00
31,680.00 ^
59.05
Id. a 58.05
Unid.
1
10,000.00
10,000.00 ^
137,678
60.00
SUB - LATERAL-3D (560)
60.01
Id. a 52.01
Unid.
1
10,000.00
/
10,000
61.00
LATERAL N°
4 ( 1,300)
61.00
Id. a 58.01
m3
2/2
61.00
16,592,00
61.02
Id. a 58.02
m3
54
46.00
2,484.0
61.03
Id, a 58.03
m
852
200,00
170,400.00
61.04
Id. a 58.04
m2
408
144.00
58,752. Oí
61.05
Id. a 58.05
Unid,
1
10,000.00
10,000.or
258,22a
62.00
LATERAL N°
5 (830.m )
62.01
Id. a 58.01
m3
166
61.00
10,126.00 ^
62.02
Id. a 58.02
m3
42
4Ó.00
1,932.00 «/
62.03
Id. a 58.03
m2
664
200.00
132,800.00 ^
-
62.04
Id. a 58.04
m2
278
144.00
40,032.00 -^
62.05
Id. a 58.05
Unid.
1
10,000.00
10,000.00
194,890
63.00
63.01
LATERAL N* 6 (570 m )
Excavoción en Herra, a mano m3 134 73.00 9,782.00 ^
VAN .- 9,782.00 24'950,943.