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E S T R U C T .
P O S T E N °
A R M A D O
V A N O A
D E L A N T E ( m )
C O N D U C T O R
A A A C
3 5 m m 2
N O R T E
E S T E
P O S T E D E C O N C R E T O A
R M A D O
C E N T I F U G A D O
1 2 m / 4 0 0 / 1 6 5 / 3 4 5
P O S T E D E C O N C R E T O A
R M A D O
C E N T I F U G A D O
1 2 m / 3 0 0 / 1 6 5 / 3 4 5
C R U C E T A D E M A D E R A T R A T A D A
9 0 x 1 1 5 m m S
E C C
1 , 5
0 L O N G .
C R U C E T A M A D E R A T R A T A D A
9 0 x 1 1 5 m m S
E C C
2 , 4
0 L O N G .
B R A Z O - S O P O R T E ( R I O S T R A ) D E
P E R F I L A N G U L A R
D E A ° G ° D E 3 8 x 3 8
x 5 m m
S E C C I O N , 7
1 0 m m
L O N G I T U D .
A I S L A D O R
D E P O R C E L A N A
P I N
C L A S E A N S I 5 6 - 3
A I S L A D O R
P O L I M E R I C O 2
7 K V S U S P E N S I O N
C O N
C O N E X I Ó N
H O R Q U I L L A Y L E N G Ü E T A
LINEA PRIMARIA BIFASICA "COTAY"
0.00 P.A 18.00 37.8 9,094,364.99 810,504.48 2.00 2.00 2.00 2.00
1.00 PSEC-2 63.00 132.3 9,094,347.97 810,508.13 1.00 3.00 6.00 4.00
2.00 PS1-2 176.00 369.6 9,094,286.43 810,521.71 1.00 1.00 2.00 2.00
3.00 PA2-2 68.00 142.8 9,094,114.34 810,559.34 1.00 2.00
5.00 SBM-1P 0.00 0 9,094,070.09 810,609.96 1.00 1.00 2.00 2.00 2.00
SUB TOTAL 325.00 682.50 3.00 1.00 3.00 6.00 12.00 4.00 10.0
LINEA PRIMARIA MONOFASICA "CUCHILLA SE Nº 01, SE Nº 02"
0.00 P.A. 18.00 18.90 9,095,995.74 806,979.94 1.00
1.00 PSEC-0P 211.00 221.55 9,095,978.21 806,974.11 1.00 1.00 0.00 1.00 0.00 2.
2.00 PS1-0 153.00 160.65 9,095,780.63 807,049.43 1.00 0.00 0.00 0.00 1.00 0.
3.00 PA2-0 103.00 108.15 9,095,637.92 807,104.48 1.00 0.00 0.00 0.00 0.00 1.
4.00 PA2-0 91.00 95.55 9,095,568.32 807,180.78 1.00 0.00 0.00 0.00 0.00 1.
5.00 PR3-0 127.00 133.35 9,095,484.89 807,217.30 1.00 0.00 0.00 0.00 1.00 2.
6.00 PS1-0 123.00 129.15 9,093,387.61 807,099.56 1.00 0.00 0.00 0.00 1.00 0.
7.00 PR3-0 26.00 27.30 9,095,293.87 807,178.69 1.00 0.00 0.00 0.00 1.00 3.
7.1 SMM-1P 256.00 268.80 9,095,297.21 807,153.35 1.00 1.00 0.00 1.00 0.00 1.
8.00 TS-0 18.00 18.90 9,095,037.82 807,185.44 1.00 0.00 0.00 0.00 1.00 1.
9.00 SMM-1P 0.00 0.00 9,095,019.65 807,186.02 1.00 1.00 0.00 1.00 0.00 1.
SUB TOTAL 1,126.00 1,182.30 8.00 2.00 3.00 0.00 3.00 5.00 13.0
LINEA PRIMARIA BIFASICA "CUNGUAY"0.00 P.A 23.00 48.3 9,093,727.53 811,071.66 2.00 2.00 2.00 2.00
1.00 PSEC-2 130.00 273 9,093,749.03 811,079.75 1.00 3.00 6.00 4.00
2.00 PS1-2 130.00 273 9,093,870.14 811,127.40 1.00 1.00 2.00 2.00
3.00 PA2-2 103.00 216.3 9,093,992.21 811,174.91 1.00 2.00
4.00 PR3-2 288.00 604.8 9,094,068.17 811,244.26 1.00 2.00 4.00 4.00
5.00 PA2-2 154.00 323.4 9,094,280.02 811,435.73 1.00 2.00
6.00 TS-2 21.00 44.1 9,094,363.08 811,565.23 1.00 2.00 4.00 2.00 2.00
7.00 SBM-1P 0.00 0 9,094,372.86 811,581.13 1.00 1.00 2.00 2.00 2.00
SUB TOTAL 849.00 1,782.90 6.00 1.00 3.00 10.00 20.00 6.00 18.0
LINEA PRIMARIA BIFASICA "QUERQUERBAL"0.00 P.A 16.00 33.6 9,095,893.74 810,486.88 2.00 2.00 2.00 2.00
1 00 PSEC 2 133 00 279 3 9 095 899 12 810 971 39 1 00 3 00 6 00 4 00
METRADO / CONDUCTOR POSTES DE C.A.C Y ACCESORIOSUTMDETALLE Y UBICACION
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ESTE NORT
'LINEA PRIMARIA BIFASICA "COTAY"
0 P.A 810504.48 9094364
1 PSEC-2 810508.13 9094347
2 PS1-2 810521.71 9094286
3 PA2-2 V-1 36°10' IZ 810559.34 9094114
5 SBM-1P 810609.96 9094070
ESTE NORT
'LINEA PRIMARIA BIFASICA "QUERQUERBAL"
0 P.A 810486.88 9095893
1 PSEC-2 810971.39 9095899
2 PS1-2 810845.15 9095939
3 PA1-2 V-1 7°44' D 810756.37 9095968
4 PR3-2 810588.98 90960.4
5 PA2-2 V-2 33°13' D 810499.25 9096049
6 PR3-2 810386.67 9096279
7 TS-2 V-3 40°0' IZ 810340.64 9096357
8 SBM-1P 810293.53 9096373
PUNTO DESCRIPCION VERTICE ANGULO
COORDENADASPUNTO VERTICEDESCRIPCION ANGULO
COORDENADAS
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ESTE NOR
LINEA PRIMARIA BIFASICA "WASHGON-HUAMADA"
0 P.A 812797.59 909555
1 PSEC-2 812774.15 909553
2 PS1-2 V-1 22°54' D 812625.59 909540
3 PA2-2 V-2 19°42' IZ 812563.92 909535
4 PA2-2 812560.66 909533
5 PR3-2 812476.45 909529
6 PS1-2 812291.18 909515
7 PR3-2 812205.27 909508
8 PA2-2 V-3
812132.14 909502
9 SBM-2P 811972.64 909495
10 PSEC-2 811885.69 909492
11 PA1-2 V-4
811714.44 909484
12 PS1-2 811598.67 909478
13 PR3-2 811449.88 90947
14 TS-2 81189.83 909457
15 SBM-1P 811168.24 909456
ESTE NOR
LINEA PRIMARIA BIFASICA "CUNGUAY"
0 P.A 811071.66 909372
1 PSEC-2 811079.75 909374
2 PS1-2 811127.40 909387
3 PA2-2 V-1 20°51' D 811174.91 909399
4 PR3-2 811244.26 909406
5 PA2-2 V-2 15°26' D 811435.73 909428
6 TS-2 811565.23 909436
7 SBM-1P 811581.13 909437
PUNTO DESCRIPCION VERTICE ANGULO COORDENADAS
PUNTO DESCRIPCION VERTICE ANGULO COORDENADA
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2 3 4 5 6 7 8
E
S T R U C T .
P O S T E N °
A R M A D O
V
A N O A
D E L A N T E ( m )
C O N
D U C T O R
A A A C
3 5 m m 2
N O R T E
E S T E
P O S T E
D E C O N C R E T O A
R M A D O
C E N T I F
U G A D O
1 2 m / 4 0 0 / 1 6 5 / 3 4 5
P O S T E
D E C O N C R E T O A
R M A D O
C E N T I F
U G A D O
1 2 m / 3 0 0 / 1 6 5 / 3 4 5
C R U C E
T A D E M A D E R A T R A T A D A
9 0 x 1
1 5 m m S
E C C
1 , 5
0 L O N G .
0 P.A. 01 18.00 37.80 9094364.99 810504.48 2.00
1 P.A. 02 18.00 18.90 9095995.74 806979.94
2 P.A. 03 23.00 48.30 9093727.53 811071.66 2.00
3 P.A. 04 16.00 33.60 9095893.74 810486.88 2.00
4 P.A. 05 31.00 65.10 9095554.82 812797.59 1.00
5 PSEC-0P 211.00 221.55 9095978.21 806974.11 1.00 1.00
6 PSEC-2 63.00 132.30 9094347.97 810508.13 1.00
7 PA1-2 185.00 388.50 9095968.43 810756.37 1.00
8 PA2-0 103.00 108.15 9095637.92 807104.48 1.00 0.00
9 PA2-2 68.00 142.80 9094114.34 810559.34 1.00
10 PR3-0 127.00 133.35 9095484.89 807217.30 1.00 0.00
11 PR3-2 288.00 604.80 9094068.17 811244.26 1.00
12 PS1-0 153.00 160.65 9095780.63 807049.43 1.00 0.00
13 PS1-2 176.00 369.60 9094286.43 810521.71 1.00
14 TS-0 18.00 18.90 9095037.82 807185.44 1.00 0.00
15 TS-2 21.00 44.10 9094363.08 811565.23 1.00
16 SBM-1P 0.00 0.00 9094070.09 810609.96 1.00 1.00
17 SBM-2P 113.00 237.30 9094958.70 811972.64 1.00 1.0018 SMM-1P 256.00 268.80 9095297.21 807153.35 1.00 1.00
TOTAL 12.00 2.00 11.00
PS1-2 PA1-2 PA2-2 PA3-2 PR3-2 TS-2 SBM-2P SBM-1P
BASE PARA LINEA PRIMARIA BIFASICA
POSTES DEDETALLE Y UBICACION METRADO / CONDUCTOR UTM
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1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00
1.07FACTOR PARA CONDUCTOR:
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9 10 11 12 13 14 15 16 17 18 19 20 21
C R U C
E T A M A D E R A T R A T A D A
9 0 x 1
1 5 m m S
E C C
2 , 4
0 L O N G .
B R A Z O
- S O P O R T E ( R I O S T R A ) D E
P E R F I L A
N G U L A R
D E A ° G ° D E 3 8 x 3 8
x 5 m m S
E C C I O N , 7
1 0 m m
L O N G I T U D .
A I S L A D O R
D E P O R C E L A N A
P I N
C L A S E A N S I 5 6 - 3
A I S L A D O R
T I P O N
U E Z 5 4 - 2
A I S L A D O R
P O L I M E R I C O 2
7 K V S U S P E N S I O N
C O N
C O N
E X I Ó N
H O R Q U I L L A Y L E N G Ü E T A
E S P I G A R E C T A P A R A C R U C E T A
D E
1 7 8 m m
. L O N G .
C O N
T U E R C A Y
C O N T R A T U E R C A P A R A P I N
A N S I 5 6 - 3
V A R
I L L A D E A R M A R
D O B L E
V A R I L L A D E A R M A R
S I M P L E
P E R N O O
J O E
A g º 1 6 M M Ǿ X
2 5 4 M M
L O N G .
1 5 2 M M M
A Q U I N A D O C
/ T
T U E R C A
O J O D
E A º G º P A R A P E R N O
D E 1 6 m m Ø
P E R N O O
J O D
E
A ° G ° 1 6 m m Ø x
3 0 5 m m
P E R N O M
A Q U I N A D O D
E A ° G ° 1 6 m m Ø
x 3 0 5 m m
P E R N O M
A Q U I N A D O D
E A ° G ° 1 3 m m Ø
x 2 5 4 m m
2.00 2.00 2.00 2.00 2.00 2.00 2.00
1.00 1.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00
1.00 1.00 2.00 1.00 2.00 1.00 1.00
0.00 1.00 0.00 2.00 0.00 1.00 1.00 1.00 1.00
3.00 6.00 4.00 4.00 1.00 2.00
2.00 4.00 4.00 4.00 2.00 1.00
0.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00
2.00 2.00 2.00
0.00 0.00 1.00 2.00 0.00 1.00 1.00 0.00 0.00
2.00 4.00 4.00 4.00 1.00
0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00
1.00 2.00 2.00 2.00 2.00 1.00 1.00
0.00 0.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00
2.00 4.00 2.00 2.00 2.00 2.00 1.00
2.00 2.00 2.00 2.00 1.00 1.00
1.00 2.00 2.00 2.00 2.00 2.00 1.000.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00
13.00 33.00 20.00 30.00 17.00 0.00 10.00 16.00 14.00 0.00 14.00 17.00
PSEC-2 PS1-0 PA1-0 PA2-0 PA3-0 PR3-0 TS-0 SMM-1P PSEC-0
C.A.C Y ACCESORIOS
LINEA PRIMARIA BIFA
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35 36 37 38 39 40 41 42 43 44 45 46 46
C O N E C
T O R
C U Ñ A T I P O V
I I P A R A
C O N D U C T O R
D E A L 3 5 m m 2 / 3 5 m m 2
P L A N
C H A D E C O B R E T I P O J
G R A P A S T I P O U
C I N
T A P L A N A D E A R M A R
A L A M B R E
D E A M A R R E D E A L 1 6 m m 2
T E R M I N
A L D E C O B R E E S T A Ñ A D O
P A R A
C O N D U R T O R
D E 3 5 m m 2
C O N D U C
T O R
D E C O B R E D E S N U D O 7
H I L O S , R
E C O C I D O C
A B L E A D O D
E 3 5
M M 2 P A R A P U E S T A A T I E R R A
C A B L E N Y Y 2 - 1 X 3 5 M M
P A R A R R A
Y O S T I P O A
U T O V A L V U L A D E
O X I D
O M
E T A L I C O 2
7 K V ,
1 0 A
S E C C I O N A D O R
C U T O U T 2 7 K V ,
1 5 0
B I L
T A B L
E R O D
E D I S T R I B U C I O N
T R A S F
O R M A D O R
M O N O F A S I C O
T R A N
S F O R M A D O R
B I F A S I C O
4.00 6.00 10.00 4.50 0.00 6.00
2.00 1.00 0.00 0.00 1.50
4.00 6.00 10.00 4.50 0.00 6.00
4.00 6.00 10.00 4.50 0.00 6.00
4.00 6.00 5.00 4.50 0.00 6.00
0.00 2.00 5.00 0.00 0.00 4.00 2.00 0.00 1.00 1.00 0.00 0.00
2.00 24.00 8.00 3.00 2.00 2.00
2.00 16.00 6.00 0.00 4.50
0.00 1.00 0.00 0.00 0.00 0.00 1.50 0.00 0.00 0.00 0.00 0.00
2.00 0.00 0.00 1.50
1.00 0.00 3.00 2.50 0.00 2.00 0.00 0.00 0.00 0.00 0.00
2.00 16.00 6.00 0.00 3.00
0.00 1.00 0.00 0.00 4.50 0.00 1.50 0.00 0.00 0.00 0.00 0.00
2.00 8.00 5.00 0.00 2.50
0.00 2.00 0.00 0.00 2.50 0.00 2.00 0.00 0.00 0.00 0.00 0.00
4.00 16.00 2.00 0.00 3.00
2.00 21.00 14.00 4.00 5.00 2.00 2.00 1.00 1.00
2.00 13.00 5.00 14.00 5.50 5.00 2.00 2.00 1.00 1.000.00 2.00 5.00 0.00 0.00 8.00 5.50 5.00 1.00 1.00 1.00 1.00 0.00
18.00 52.00 159.00 9.00 45.50 48.00 67.00 15.00 8.00 8.00 3.00 1.00 2.00
AISLADORES Y FERRETERIA SECCIONADORE
UERQUERBAL, WUASHGON Y, HUAMADA.
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F U S I B
L E T I P O E
X P U L S I O N
3 A
R
E T E N I D A I N C L I N A D A
R
E T E N I D A I V E R T I C A L
P E R
N O A
N G U L A R
C / O J A L
G U A R D A C B O
C A B L E D
E A C E R O S
I E M E N S M A R T I N
D E 1 0 m m
V A R I L L
A D E A N C L A J E D E A C E R O
C / O J A L G U A R D A C A B O
A R A N D E L
A D E A N C L A J E D E 1 0 2 x 1 0 2 x
6 , 3 5
m m ,
A G U J E R O 1
8 m m
M O R D A Z A
P R E F O R M A D A D E A C E R O
P A
R A C A B L E D E 1 0 m m
A R A N D E
L A C U R V A D E 5 7 x 5 7 x 5 m m ,
A G U J E R O D
E 1 8 m m
B L O Q U E
D E C O N C R E T O A
R M A D O D
E
4 0 x 4 0 x 1 5 c m
C O N E
C T O R
D / V I A B I M E T A L I C O
P / C A B L
E A º G º 1 0 m m y
C u 1 6 m m 2
A L A M B
R E A º G º P / A M A R R E N º 1 4
C O N E C T O
R
C u .
T I P O P
E R N O P
A R T I D O
1.00 1.00 1.00 14.00 1.00 1.00 2.00 2.00 1.00 1.00 1.50 1.00
2.00 1.00 1.00 14.00 1.00 1.00 2.00 2.00 1.00 1.00 1.50 1.00
1.00 1.00 14.00 1.00 1.00 2.00 2.00 1.00 1.00 1.50 1.00
0.00 1.00 1.00 14.00 1.00 1.00 2.00 2.00 1.00 1.00 1.50 1.00
1.00 1.00 14.00 1.00 1.00 2.00 2.00 1.00 1.00 1.50 1.00
0.00 2.00 2.00 28.00 2.00 2.00 4.00 4.00 2.00 2.00 3.00 2.00
2.00 2.00 28.00 2.00 2.00 4.00 4.00 2.00 2.00 3.00 2.00
0.00
0.00 1.00 1.00 14.00 1.00 1.00 2.00 2.00 1.00 1.00 1.50 1.00
1.00 1.00 14.00 1.00 1.00 2.00 2.00 1.00 1.00 1.50 1.00
2.00
2.001.00
8.00 11.00 0.00 11.00 154.00 11.00 11.00 22.00 22.00 11.00 11.00 16.50 11.00
S / OTROS RETENIDAS
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46 46 46 46 46
C O N D U C T
O R
C u R E C O C I D O P
/ T I E R R A
1 6 m m ,
C A B L E 7 H I L O S
A I S L A D O R
D E T R A C C I Ó N
P / R E T E N I D A
P U E S T
A A T I E R R A T I P O
P A T - 1 C
P U E S T A A T I E R R A T I P O
P A T - 2
P U E S T A A T I E R R A T I P O
P A T - 3
1.50 1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.001.00
1.50 0.00 5.00 2.00 3.00
PAT
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2 3 4 5 6 7 8 9 10
E S T R U C T .
P O S T E N °
A R M A D O
V A N O A
D E L A N T E ( m )
C O N D U C T O R
A A A C
3 5 m
m 2
N O R T E
E S T E
P O S T E D E C O N C R E T O A
R M A D O
C E N T I F U G A D O
1 2 m / 4 0 0 / 1 6 5 / 3 4 5
P O S T E D E C O N C R E T O A
R M A D O
C E N T I F U G A D O
1 2 m / 3 0 0 / 1 6 5 / 3 4 5
C R U C E T A D E M A D E R A T R A
T A D A
9 0 x 1 1 5 m m S
E C C
1 , 5
0 L O
N G .
C R U C E T A M A D E R A T R A T
A D A
9 0 x 1 1 5 m m S
E C C
2 , 4
0 L O
N G .
B R A Z O - S O P O R T E ( R I O S T R
A ) D E
P E R F I L A N G U L A R
D E A ° G ° D E
3 8 x 3 8 x
LINEA PRIMARIA BIFASICA "COTAY"
- P.A. 01 18.00 37.80 9,094,364.99 810,504.48 - - 2.00 - 2.00
1.00 PSEC-2 63.00 132.30 9,094,347.97 810,508.13 1.00 - - 3.00 6.00
2.00 PS1-2 176.00 369.60 9,094,286.43 810,521.71 - 1.00 - 1.00 2 .00
3.00 PA2-2 68.00 142.80 9,094,114.34 810,559.34 1.00 - - - -
4.00 SBM-1P - - 9,094,070.09 810,609.96 1.00 - 1.00 2.00 2 .00
SUB TOTAL 325.00 682.50 3.00 1.00 3.00 6.00 12.00
LINEA PRIMARIA MONOFASICA "CUCHILLA SE Nº 01, SE Nº 02"
- P.A. 02 18.00 18.90 9,095,995.74 806,979.94 - - - - -
1.00 PSEC-0P 211.00 221.55 9,095,978.21 806,974.11 1.00 - 1.00 - 1.00
2.00 PS1-0 153.00 160.65 9,095,780.63 807,049.43 - 1.00 - - -
3.00 PA2-0 103.00 108.15 9,095,637.92 807,104.48 1.00 - - - -
4.00 PA2-0 91.00 95.55 9,095,568.32 807,180.78 1.00 - - - -
5.00 PR3-0 127.00 133.35 9,095,484.89 807,217.30 1.00 - - - -
6.00 PS1-0 123.00 129.15 9,093,387.61 807,099.56 - 1.00 - - -
7.00 PR3-0 26.00 27.30 9,095,293.87 807,178.69 1.00 - - - -
7.10 SMM-1P 256.00 268.80 9,095,297.21 807,153.35 1.00 - 1.00 - 1.00
8.00 TS-0 18.00 18.90 9,095,037.82 807,185.44 1.00 - - - -
9.00 SMM-1P - - 9,095,019.65 807,186.02 1.00 - 1.00 - 1.00
SUB TOTAL 1126.00 1182.30 8.00 2.00 3.00 0.00 3.00
LINEA PRIMARIA BIFASICA "CUNGUAY"
- P.A. 03 23.00 48.30 9,093,727.53 811,071.66 - - 2.00 - 2.00
1.00 PSEC-2 130.00 273.00 9,093,749.03 811,079.75 1.00 - - 3.00 6 .00
DETALLE Y UBICACIÓN METRADO/CONDUCTOR UTM POSTES DE CAC Y ACCESORIOS
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- - - 1.00 1.00 - - - 1.00 - 2.00 8.00 - 5.00
- - - 4.00 - - - 2.00 1.00 - 2.00 - - -
- - - - 10.00 4.00 2.00 - 1.00 - 2.00 16.00 6.00 -
- - - 4.00 - - - 2.00 1.00 - 2.00 - - -
- - - - 10.00 2.00 - - 1.00 - 4.00 16.00 - 2.00
2.00 - - 3.00 11.00 2.00 - - 4.00 - 2.00 21.00 - -
2.00 0.00 0.00 15.00 45.00 14.00 2.00 4.00 12.00 4.00 22.00 95.00 6.00 11.50 2
- - - 2.00 2.00 2.00 - - 2.00 4.00 6.00 10.00 - 4.50
- - - 1.00 11.00 4.00 - - 1.00 - 2.00 24.00 - -
- - - 1.00 1.00 - - - 1.00 - 2.00 8.00 - 5.00
- - - 2.00 6.00 - - - 1.00 - 2.00 16.00 - 6.00
- - - - 10.00 4.00 2.00 - 1.00 - 2.00 16.00 6.00 -
- - - 4.00 - - - 2.00 1.00 - 2.00 - - -
- - - - 10.00 4.00 2.00 - 1.00 - 2.00 16.00 6.00 -
- - - - 10.00 2.00 - - 1.00 - 4.00 16.00 - 2.00
2.00 - - 3.00 11.00 2.00 - - 4.00 - 2.00 21.00 - -
2.00 0.00 0.00 13.00 61.00 18.00 4.00 2.00 13.00 4.00 24.00 127.00 12.00 17.50 2
- - - 2.00 2.00 2.00 - - 2.00 4.00 6.00 5.00 - 4.50
- - - 1.00 11.00 4.00 - - 1.00 - 2.00 24.00 - -
- - - 1.00 1.00 - - - 1.00 - 2.00 8.00 - 5.00
- - - 4.00 - - - 2.00 1.00 - 2.00 - - -
- - - 4.00 - - - 2.00 1.00 - 2.00 - - -
- - - - 10.00 4.00 2.00 - 1.00 - 2.00 16.00 6.00 -
- - - 1.00 1.00 - - - 1.00 - 2.00 8.00 - 5.00
- - - - 10.00 4.00 2.00 - 1.00 - 2.00 16.00 6.00 -
- - - 4.00 - - - 2.00 1.00 - 2.00 - - -
2.00 - - 4.00 2.00 - 2.00 - 5.00 - 2.00 13.00 - 5.00
- - - 1.00 11.00 4.00 - - 1.00 - 2.00 24.00 - -
- - - 2.00 6.00 - - - 1.00 - 2.00 16.00 - 6.00
- - - 1.00 1.00 - - - 1.00 - 2.00 8.00 - 5.00
- - - - 10.00 4.00 2.00 - 1.00 - 2.00 16.00 6.00 -
- - - - 10.00 2.00 - - 1.00 - 4.00 16.00 - 2.00
2.00 - - 3.00 11.00 2.00 - - 4.00 - 2.00 21.00 - -
4.00 0.00 0.00 28.00 86.00 26.00 8.00 6.00 24.00 4.00 38.00 191.00 18.00 32.50 4
10.00 5.00 0.00 98.00 224.00 76.00 16.00 16.00 72.00 18.00 113.00 491.00 42.00 87.50 1
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55 56 57 58 59 60 61 62 63 64 65
M O R D A Z A
P R E F O R M A D A D
E A C E R O
P A R A C A B L E D E 1 0 m
m
A R A N D E L A C U R V A D E 5 7 x 5
7 x 5 m m ,
A G U J E R O D
E 1 8 m m
B L O Q U E D E C O N C R E T O A
R M A D O D
E
4 0 x 4 0 x 1 5 c m
C O N E C T O R
D / V I A B I M E T A L I C O
P / C A B L E A º G º 1 0 m m y
C u
1 6 m m 2
A L A M B R E A º G º P / A M A R R E N º 1 4
C O N E C T O R
C u .
T I P O P
E R N O
P A R T I D O
C O N D U C T O R
C u R E C O C I D O P
/ T I E R R A
1 6 m m ,
C A B L E 7 H I L O
S
A I S L A D O R
D E T R A C C I Ó N
P / R
E T E N I D A
P U E S T A A T I E R R A T I P O
P A T - 1 C
P U E S T A A T I E R R A T I P O
P A T - 2
P U E S T A A T I E R R A T I P O
P A T - 3
7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00
- - - - - - - - - - -
2.00 2.00 1.00 1.00 1.50 1.00 - - 1.00 - -
- - - - - - - - - - 1.00
9.00 10.00 10.00 11.00 12.50 13.00 13.00 14.00 16.00 16.00 18.00
- - - - - - - - - - -
2.00 2.00 1.00 1.00 1.50 1.00 1.50 - - 1.00 -
- - - - - - - - - - -
2.00 2.00 1.00 1.00 1.50 1.00 - - 1.00 - -
2.00 2.00 1.00 1.00 1.50 1.00 - - 1.00 - -
4.00 4.00 2.00 2.00 3.00 2.00 - - - - -
- - - - - - - - - - -
4.00 4.00 2.00 2.00 3.00 2.00 - - - - -
- - - - - - - - - - 1.00
2.00 2.00 1.00 1.00 1.50 1.00 - - 1.00 - -
- - - - - - - - - - 1.00
16.00 16.00 8.00 8.00 12.00 8.00 1.50 0.00 3.00 1.00 2.00
- - - - - - - - - - -
2.00 2.00 1.00 1.00 1.50 1.00 - - - 1.00 -
PATRETENIDAS
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- - - - - - - - - - -
2.00 2.00 1.00 1.00 1.50 1.00 - - 1.00 - -
4.00 4.00 2.00 2.00 3.00 2.00 - - - - -
2.00 2.00 1.00 1.00 1.50 1.00 - - 1.00 - -
2.00 2.00 1.00 1.00 1.50 1.00 - - 1.00 - -
- - - - - - - - - - 1.00
12.00 12.00 6.00 6.00 9.00 6.00 0.00 0.00 3.00 1.00 1.00
- - - - - - - - - - -
2.00 2.00 1.00 1.00 1.50 1.00 - - - 1.00 -
- - - - - - - - - - -
2.00 2.00 1.00 1.00 1.50 1.00 - - 1.00 - -
4.00 4.00 2.00 2.00 3.00 2.00 - - - - -
2.00 2.00 1.00 1.00 1.50 1.00 - - 1.00 - -
4.00 4.00 2.00 2.00 3.00 2.00 - - - - -
2.00 2.00 1.00 1.00 1.50 1.00 - - 1.00 - -
- - - - - - - - - - 1.00
16.00 16.00 8.00 8.00 12.00 8.00 0.00 0.00 3.00 1.00 1.00
- - - - - - - - - - -
2.00 2.00 1.00 1.00 1.50 1.00 - - - 1.00 -
- - - - - - - - - - -
2.00 2.00 1.00 1.00 1.50 1.00 - - 1.00 - -
2.00 2.00 1.00 1.00 1.50 1.00 - - 1.00 - -
4.00 4.00 2.00 2.00 3.00 2.00 - - - - -
- - - - - - - - - - -
4.00 4.00 2.00 2.00 3.00 2.00 - - - - -
2.00 2.00 1.00 1.00 1.50 1.00 - - 1.00 - -
- - - - - - - - - - 1.00
2.00 2.00 1.00 1.00 1.50 1.00 - - - 1.00 -
2.00 2.00 1.00 1.00 1.50 1.00 - - 1.00 - -
- - - - - - - - - - -
4.00 4.00 2.00 2.00 3.00 2.00 - - - - -
2.00 2.00 1.00 1.00 1.50 1.00 - - 1.00 - -
- - - - - - - - - - 1.00
26.00 26.00 13.00 13.00 19.50 13.00 0.00 0.00 5.00 2.00 2.00
79.00 80.00 45.00 46.00 65.00 48.00 14.50 14.00 30.00 21.00 24.00
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2 3 4 5 6 7 8
E
S T R U C T .
P O S T E N °
A R M A D O
V
A N O A
D E L A N T E ( m )
C O N
D U C T O R
A A A C
3 5 m m 2
N O R T E
E S T E
P O S T E
D E C O N C R E T O A
R M A D O
C E N T I F
U G A D O
1 2 m / 4 0 0 / 1 6 5 / 3 4 5
P O S T E
D E C O N C R E T O A
R M A D O
C E N T I F
U G A D O
1 2 m / 3 0 0 / 1 6 5 / 3 4 5
C R U C E
T A D E M A D E R A T R A T A D A
9 0 x 1
1 5 m m S
E C C
1 , 5
0 L O N G .
LINEA PRIMARIA BIFASICA "COTAY"
- P.A. 01 18.00 37.80 9,094,364.99 810,504.48 - - 2.00
1.00 PSEC-2 63.00 132.30 9,094,347.97 810,508.13 1.00 - -
2.00 PA2-2 68.00 142.80 9,094,114.34 810,559.34 1.00 - -
3.00 SBM-1P - - 9,094,070.09 810,609.96 1.00 - 1.00
SUB TOTAL 149.00 312.90 3.00 0.00 3.00
LINEA PRIMARIA MONOFASICA "CUCHILLA SE Nº 01, SE Nº 02"
- P.A. 02 18.00 18.90 9,095,995.74 806,979.94 - - -
1.00 PSEC-0P 211.00 221.55 9,095,978.21 806,974.11 1.00 - 1.00
2.00 PS1-0 153.00 160.65 9,095,780.63 807,049.43 - 1.00 -
3.00 PA2-0 103.00 108.15 9,095,637.92 807,104.48 1.00 - -
5.00 PR3-0 127.00 133.35 9,095,484.89 807,217.30 1.00 - -
4.00 PA2-0 91.00 95.55 9,095,568.32 807,180.78 1.00 - -
5.00 PR3-0 127.00 133.35 9,095,484.89 807,217.30 1.00 - -
6.00 PS1-0 123.00 129.15 9,093,387.61 807,099.56 - 1.00 -
7.00 PR3-0 26.00 27.30 9,095,293.87 807,178.69 1.00 - -
7.10 SMM-1P 256.00 268.80 9,095,297.21 807,153.35 1.00 - 1.00
8.00 TS-0 18.00 18.90 9,095,037.82 807,185.44 1.00 - -
9.00 SMM-1P - - 9,095,019.65 807,186.02 1.00 - 1.00
SUB TOTAL 1253.00 1315.65 9.00 2.00 3.00
LINEA PRIMARIA BIFASICA "CUNGUAY"
- P.A. 03 23.00 48.30 9,093,727.53 811,071.66 - - 2.00
1.00 PSEC-2 130.00 273.00 9,093,749.03 811,079.75 1.00 - -
POSTES DE CAC Y ADETALLE Y UBICACIÓN METRADO/CONDUCTOR UTM
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2.00 PS1-2 130.00 273.00 9,093,870.14 811,127.40 - 1.00 -
3.00 PS1-2 103.00 216.30 9,093,992.21 811,174.91 - 1.00 -
4.00 TS-2 21.00 44.10 9,094,363.08 811,565.23 1.00 - -
5.00 SBM-1P - - 9,094,372.86 811,581.13 1.00 - 1.00
SUB TOTAL 407.00 854.70 3.00 2.00 3.00
LINEA PRIMARIA BIFASICA "QUERQUERBAL"
- P.A. 04 16.00 33.60 9,095,893.74 810,486.88 - - 2.00
1.00 PSEC-2 133.00 279.30 9,095,899.12 810,971.39 1.00 - -
2.00 PA1-2 185.00 388.50 9,095,968.43 810,756.37 1.00 - -
3.00 PS1-2 93.00 195.30 9,095,939.75 810,845.15 - 1.00 -
4.00 PA1-2 185.00 388.50 9,095,968.43 810,756.37 1.00 - -
5.00 TS-2 50.00 105.00 9,096,357.44 810,340.64 1.00 - -
6.00 SBM-1P - - 9,096,373.41 810,293.53 1.00 - 1.00
SUB TOTAL 662.00 1390.20 5.00 1.00 3.00
LINEA PRIMARIA BIFASICA "WASHGON-HUAMADA"
- P.A. 05 31.00 65.10 9,095,554.82 812,797.59 - - 1.00
1.00 PSEC-2 198.00 415.80 9,095,533.79 812,774.15 1.00 - -
2.00 PS1-2 82.00 172.20 9,095,403.96 812,625.59 - 1.00 -
3.00 PA2-2 37.00 77.70 9,095,350.04 812,563.92 1.00 - -
4.00 PR3-2 236.00 495.60 9,095,297.36 812,476.45 1.00 - -
5.00 PS1-2 111.00 233.10 9,095,152.52 812,291.18 - 1.00 -
6.00 PR3-2 92.00 193.20 9,095,084.74 812,205.27 1.00 - -
7.00 PA2-2 173.00 363.30 9,095,027.43 812,132.14 1.00 - -
8.00 SBM-2P 113.00 237.30 9,094,958.70 811,972.64 1.00 - 1.00
9.00 PSEC-2 186.00 390.60 9,094,921.63 811,885.69 1.00 - -
10.00 PA1-2 131.00 275.10 9,094,847.61 811,714.44 1.00 - -
11.00 PS1-2 167.00 350.70 9,094,787.60 811,598.67 - 1.00 -
12.00 PR3-2 293.00 615.30 9,094,711.16 811,449.88 1.00 - -
13.00 TS-2 25.00 52.50 9,094,577.07 81,189.83 1.00 - -
14.00 SBM-1P - - 9,094,565.62 811,168.24 1.00 - 1.00
1875.00 3937.50 11.00 3.00 3.00
TOTAL 4346.00 7810.95 31.00 8.00 15.00
PS1-2 PA1-2 PA2-2 PA3-2 PR3-2 TS-2 SBM-2P SBM-1P
6.00 3.00 3.00 0.00 3.00 3.00 1.00 4.00
DED
SUB TOTAL
ARMADOS
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1.00 PS1-2 176.00 369.60 9,094,286.43 810,521.71 - 1.00 -
2.00 PR3-2 288.00 604.80 9,094,068.17 811,244.26 1.00 - -
3.00 PA2-2 154.00 323.40 9,094,280.02 811,435.73 1.00 - -
4.00 PR3-2 101.00 212.10 90960.49.0 810,588.98 1.00 - -
5.00 PR3-2 90.00 189.00 9,096,279.55 810,386.67 1.00 - -
TOTAL 1698.90 4.00 1.00 0.00
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1.00 2.00 2.00 - 2.00 - 2.00 - - - 1.00
1.00 2.00 2.00 - 2.00 - 2.00 - - - 1.00
2.00 4.00 2.00 2.00 2.00 - - - 2.00 - -
2.00 2.00 - 2.00 - - - - 2.00 - 1.00
9.00 18.00 8.00 10.00 8.00 0.00 4.00 2.00 8.00 0.00 6.00
- 2.00 2.00 2.00 2.00 - - 2.00 - - 2.00
3.00 6.00 - 4.00 - - - - 4.00 - 1.00
2.00 4.00 4.00 - 4.00 - 2.00 - - - -
1.00 2.00 2.00 - 2.00 - 2.00 - - - 1.00
2.00 4.00 4.00 - 4.00 - 2.00 - - - -
2.00 4.00 2.00 2.00 2.00 - - - 2.00 - -
2.00 2.00 - 2.00 - - - - 2.00 - 1.00
12.00 24.00 14.00 10.00 14.00 0.00 6.00 2.00 8.00 0.00 5.00
- 1.00 1.00 2.00 1.00 - - 2.00 - - 1.00
3.00 6.00 - 4.00 - - - - 4.00 - 1.00
1.00 2.00 2.00 - 2.00 - 2.00 - - - 1.00
- - - 2.00 - - 2.00 2.00 - - -
2.00 4.00 - 4.00 - - - - 4.00 - -
1.00 2.00 2.00 - 2.00 - 2.00 - - - 1.00
2.00 4.00 - 4.00 - - - - 4.00 - -
- - - 2.00 - - 2.00 2.00 - - -
1.00 2.00 2.00 - 2.00 - 2.00 - - - 2.00
3.00 6.00 - 4.00 - - - - 4.00 - 1.00
2.00 4.00 4.00 - 4.00 - 2.00 - - - -
1.00 2.00 2.00 - 2.00 - 2.00 - - - 1.00
2.00 4.00 - 4.00 - - - - 4.00 - -
2.00 4.00 2.00 2.00 2.00 - - - 2.00 - -
2.00 2.00 - 2.00 - - - - 2.00 - 1.00
22.00 43.00 15.00 30.00 15.00 0.00 14.00 6.00 24.00 0.00 9.00
48.00 98.00 45.00 74.00 39.00 0.00 30.00 24.00 50.00 0.00 27.00
PSEC-2 PS1-0 PA1-0 PA2-0 PA3-0 PR3-0 TS-0 SMM-1P PSEC-0
5.00 2.00 0.00 2.00 0.00 3.00 1.00 2.00 1.00
CTIVO VINCULANTE ARMADOS
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1.00 2.00 2.00 - 2.00 - 2.00 - - - 1.00
2.00 4.00 - 4.00 - - - - 4.00 - -
- - - 2.00 - - 2.00 2.00 - - -
2.00 4.00 - 4.00 - - - - 4.00 - -
2.00 4.00 - 4.00 - - - - 4.00 - -
7.00 14.00 2.00 0.00 14.00 2.00 0.00 4.00 2.00 12.00 0.00 1.00
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21 22 23 24 25 26 27 28 29 30 31 32 33
P E R N O M
A Q U I N A D O D
E A ° G ° 1 3 m m Ø
x 2 5 4 m m
P E R N O M
A Q U I N A D O D
E A ° G ° 1 6 m m Ø
x 2 5 4 m m
P E R N O M
A Q U I N A D O D
E A ° G ° 1 6 m m Ø
x 4 2 5 m m
P E R N O C
O C H E
D E A ° G °
1 3 m m Ø
X 1 5 2 m m l
o n g .
7 6 m m C
O N
A R A N D E L A Y T / C
P E R N O D
O B L E A R M A D O D
E A ° G °
1 6
m m Ø x
4 5 7 m m C
O N
4 T U E R C A S
P E R N O D
O B L E A R M A D O D
E A ° G °
1 6
m m Ø
x 2 5 4 m m C
O N
T U E R C A Y
C O N T R A T U E R C A
E S P I G A
R E C T A P A R A C A B E Z A
D E
P O S T E D E 5 0 8 M M
C O N
T / C
P A R A P I N
A N S I 5 6 - 3
P O S T E D E A º G º D E 1 1 0 m m s
e p a r a c i o n ,
7 6 m
m x 6 . 4 m m D
E S E C C I O N
A R A N D E L A C U A D R A D A C U R V A
A R A N D
A E L A C U A D R A D A P L A N A
G R A P A D E A N C L A J E T I P O P
I S T O L A
G R A P A
D E D O B L E V I A D E A L D O S
P E R N O S
G R A P A D E A N G U L O
2.00 2.00 2.00 2.00 2.00
2.00 6.00 3.00 1.00 11.00 4.00
- - - - - - - - 4.00 - - - 2.00
1.00 - - 2.00 3.00 2.00 - - 3.00 11.00 2.00 - -
5.00 0.00 0.00 10.00 6.00 2.00 0.00 0.00 10.00 24.00 8.00 0.00 2.00
- - - - - - - - 1.00 - 1.00 - -
1.00 1.00 - 1.00 - - - - 3.00 1.00 2.00 - -
- 2.00 - - - - 1.00 - 2.00 - - - -
- - - - - - - - 2.00 - - - 1.00
- 2.00 - - - - 1.00 - 4.00 - 2.00 1.00 -
- - - - - - - - 2.00 - - - 1.00
- 2.00 - - - - 1.00 - 4.00 - 2.00 1.00 -
- 2.00 - - - - 1.00 - 2.00 - - - -
- 2.00 - - - - 1.00 - 4.00 - 2.00 1.00 -
1.00 1.00 - 1.00 - - - - 5.00 3.00 1.00 - -
- 2.00 - - - - 1.00 - 1.00 - 1.00 - -
1.00 1.00 - 1.00 - - - - 5.00 3.00 1.00 - -
3.00 15.00 0.00 3.00 0.00 0.00 6.00 0.00 35.00 7.00 12.00 3.00 2.00
2.00 - - 2.00 - - - - 2.00 2.00 2.00 - -
2.00 - - 6.00 3.00 - - - 1.00 11.00 4.00 - -
PLANILLA DE METRADOS - SECCION LINEAS Y REDES PRIMA
PRIMARIA BIFASICA 22,9KV/0.44-0.22 KV PARA LA ELECTRIFICACION DE LOS CASERIOS COTAY, CUCHILLA
AISLADORES Y FERRTERIA
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1.00 - - 2.00 - - - - 1.00 1.00 - - -
1.00 - - 2.00 - - - - 1.00 1.00 - - -
1.00 - - 4.00 3.00 - - - - 10.00 2.00 - -
1.00 - - 2.00 3.00 2.00 - - 3.00 11.00 2.00 - -
8.00 0.00 0.00 18.00 9.00 2.00 0.00 0.00 8.00 36.00 10.00 0.00 0.00
2.00 - - 2.00 - - - - 2.00 2.00 2.00 - -
2.00 - - 6.00 3.00 - - - 1.00 11.00 4.00 - -
1.00 - - 4.00 3.00 - - - 2.00 6.00 - - -
1.00 - - 2.00 - - - - 1.00 1.00 - - -
1.00 - - 4.00 3.00 - - - 2.00 6.00 - - -
1.00 - - 4.00 3.00 - - - - 10.00 2.00 - -
1.00 - - 2.00 3.00 2.00 - - 3.00 11.00 2.00 - -
9.00 0.00 0.00 24.00 15.00 2.00 0.00 0.00 11.00 47.00 10.00 0.00 0.00
1.00 - - 1.00 - - - - 2.00 2.00 2.00 - -
2.00 - - 6.00 3.00 - - - 1.00 11.00 4.00 - -
1.00 - - 2.00 - - - - 1.00 1.00 - - -
- - - - - - - - 4.00 - - - 2.00
1.00 - - 4.00 3.00 - - - - 10.00 4.00 2.00 -
1.00 - - 2.00 - - - - 1.00 1.00 - - -
1.00 - - 4.00 3.00 - - - - 10.00 4.00 2.00 -
- - - - - - - - 4.00 - - - 2.00
1.00 - - 2.00 - 2.00 - - 4.00 2.00 - 2.00 -
2.00 - - 6.00 3.00 - - - 1.00 11.00 4.00 - -
1.00 - - 4.00 3.00 - - - 2.00 6.00 - - -
1.00 - - 2.00 - - - - 1.00 1.00 - - -
1.00 - - 4.00 3.00 - - - - 10.00 4.00 2.00 -
1.00 - - 4.00 3.00 - - - - 10.00 2.00 - -
1.00 - - 2.00 3.00 2.00 - - 3.00 11.00 2.00 - -
15.00 0.00 0.00 43.00 24.00 4.00 0.00 0.00 24.00 86.00 26.00 8.00 4.00
40.00 15.00 0.00 98.00 54.00 10.00 6.00 0.00 88.00 200.00 66.00 11.00 8.00
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1.00 - - 2.00 - - - - 1.00 1.00 - - -
1.00 - - 4.00 3.00 - - - - 10.00 4.00 2.00 -
- - - - - - - - 4.00 - - - 2.00
1.00 - - 4.00 3.00 - - - - 10.00 4.00 2.00 -
1.00 - - 4.00 3.00 - - - - 10.00 4.00 2.00 -
4.00 0.00 0.00 14.00 9.00 0.00 0.00 0.00 5.00 31.00 12.00 6.00 2.00
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34 35 36 37 38 39 40 41 42 43 44 45
C O N E C T
O R
D E C O B R E T I P O P
E R N O
P A R T I D O
C O N E C
T O R
C U Ñ A T I P O V
I I P A R A
C O N D U C T O R
D E A L 3 5 m m 2 / 3 5 m m 2
P L A N
C H A D E C O B R E T I P O J
G R A P A S T I P O U
C I N
T A P L A N A D E A R M A R
A L A M B R E
D E A M A R R E D E A L 1 6 m m 2
T E R M I N
A L D E C O B R E E S T A Ñ A D O
P A R A
C O N D U R T O R
D E 3 5 m m 2
C O N D U C
T O R
D E C O B R E D E S N U D O 7
H I L O S , R
E C O C I D O C
A B L E A D O D
E 3 5
M M 2 P A R A P U E S T A A T I E R R A
C A B L E N Y Y 2 - 1 X 3 5 M M
P A R A R R A
Y O S T I P O A
U T O V A L V U L A D E
O X I D
O M
E T A L I C O 2
7 K V ,
1 0 A
S E C C I O N A D O R
C U T O U T 2 7 K V ,
1 5 0
B I L
T A B L
E R O D
E D I S T R I B U C I O N
2.00 4.00 6.00 10.00 4.50 - 6.00
1.00 2.00 24.00 8.00 3.00 2.00 2.00
1.00 - 2.00 - - - - 1.50 - - - -
4.00 - 2.00 21.00 - - 14.00 4.00 5.00 2.00 2.00 1.00
8.00 4.00 12.00 55.00 0.00 4.50 22.00 14.50 5.00 4.00 4.00 1.00
- 2.00 1.00 - - - - 1.50 - - - -
1.00 - 2.00 5.00 - - 4.00 2 .00 - 1.00 1.00 -
1.00 - 1.00 - - 4.50 - 1.50 - - - -
1.00 - 1.00 - - - - 1.50 - - - -
1.00 - 1.00 - 3.00 2.50 - 2.00 - - - -
1.00 - 1.00 - - - - 1.50 - - - -
1.00 - 1.00 - 3.00 2.50 - 2.00 - - - -
1.00 - 1.00 - - 4.50 - 1.50 - - - -
1.00 - 1.00 - 3.00 2.50 - 2.00 - - - -
3.00 - 2.00 5.00 - - 8.00 5.50 5.00 1.00 1.00 1.00
1.00 - 2.00 - - 2.50 - 2.00 - - - -
3.00 - 2.00 5.00 - - 8.00 5.50 5.00 1.00 1.00 1.00
15.00 2.00 16.00 15.00 9.00 19.00 20.00 28.50 10.00 3.00 3.00 2.00
2.00 4.00 6.00 10.00 - 4.50 - 6.00 - - - -
1.00 - 2.00 24.00 - - 8.00 3.00 - 2.00 2.00 -
SECCIONADO
IAS
, CUNGUAY, QUERQUERBAL, WUASHGON Y, HUAMADA.
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1.00 - 2.00 8.00 - 5.00 - 2.50 - - - -
1.00 - 2.00 8.00 - 5.00 - 2.50 - - - -
1.00 - 4.00 16.00 - 2.00 - 3.00 - - - -
4.00 - 2.00 21.00 - - 14.00 4.00 5.00 2.00 2.00 1.00
10.00 4.00 18.00 87.00 0.00 16.50 22.00 21.00 5.00 4.00 4.00 1.00
2.00 4.00 6.00 10.00 - 4.50 - 6.00 - - - -
1.00 - 2.00 24.00 - - 8.00 3.00 - 2.00 2.00 -
1.00 - 2.00 16.00 - 6.00 - 4.50 - - - -
1.00 - 2.00 8.00 - 5.00 - 2.50 - - - -
1.00 - 2.00 16.00 - 6.00 - 4.50 - - - -
1.00 - 4.00 16.00 - 2.00 - 3.00 - - - -
4.00 - 2.00 21.00 - - 14.00 4.00 5.00 2.00 2.00 1.00
11.00 4.00 20.00 111.00 0.00 23.50 22.00 27.50 5.00 4.00 4.00 1.00
2.00 4.00 6.00 5.00 - 4.50 - 6.00 - - - -
1.00 - 2.00 24.00 - - 8.00 3.00 - 2.00 2.00 -
1.00 - 2.00 8.00 - 5.00 - 2.50 - - - -
1.00 - 2.00 - - - - 1.50 - - - -
1.00 - 2.00 16.00 6.00 - - 3.00 - - - -
1.00 - 2.00 8.00 - 5.00 - 2.50 - - - -
1.00 - 2.00 16.00 6.00 - - 3.00 - - - -
1.00 - 2.00 - - - - 1.50 - - - -
5.00 - 2.00 13.00 - 5.00 14.00 5.50 5.00 2.00 2.00 1.00
1.00 - 2.00 24.00 - - 8.00 3.00 - 2.00 2.00 -
1.00 - 2.00 16.00 - 6.00 - 4.50 - - - -
1.00 - 2.00 8.00 - 5.00 - 2.50 - - - -
1.00 - 2.00 16.00 6.00 - - 3.00 - - - -
1.00 - 4.00 16.00 - 2.00 - 3.00 - - - -
4.00 - 2.00 21.00 - - 14.00 4.00 5.00 2.00 2.00 1.00
23.00 4.00 36.00 191.00 18.00 32.50 44.00 48.50 10.00 8.00 8.00 2.00
67.00 18.00 102.00 459.00 27.00 96.00 130.00 140.00 35.00 23.00 23.00 7.00
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1.00 - 2.00 8.00 - 5.00 - 2.50 - - - -
1.00 - 2.00 16.00 6.00 - - 3.00 - - - -
1.00 - 2.00 - - - - 1.50 - - - -
1.00 - 2.00 16.00 6.00 - - 3.00 - - - -
1.00 - 2.00 16.00 6.00 - - 3.00 - - - -
5.00 0.00 10.00 56.00 18.00 5.00 0.00 13.00 0.00 0.00 0.00 0.00
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46 47 48 49 50 51 52 53 54 55 56 57
T R A S F
O R M A D O R
M O N O F A S I C O
T R A N
S F O R M A D O R
B I F A S I C O
F U S I B
L E T I P O E
X P U L S I O N
3 A
R
E T E N I D A I N C L I N A D A
R
E T E N I D A I V E R T I C A L
P E R
N O A
N G U L A R
C / O J A L
G U A R D A C B O
C A B L E D
E A C E R O S
I E M E N S M A R T I N
D E 1 0 m m
V A R I L L
A D E A N C L A J E D E A C E R O
C / O J A L G U A R D A C A B O
A R A N D E L
A D E A N C L A J E D E 1 0 2 x 1 0 2 x
6 , 3 5
m m ,
A G U J E R O 1
8 m m
M O R D A Z A
P R E F O R M A D A D E A C E R O
P A
R A C A B L E D E 1 0 m m
A R A N D E
L A C U R V A D E 5 7 x 5 7 x 5 m m ,
A G U J E R O D
E 1 8 m m
B L O Q U E
D E C O N C R E T O A
R M A D O D
E
4 0 x 4 0 x 1 5 c m
2.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00
- - - 1.00 - 1.00 14.00 1.00 1.00 2.00 2.00 1.00
- 1.00 2.00
0.00 1.00 4.00 2.00 2.00 4.00 18.00 6.00 7.00 9.00 10.00 10.00
- - - - - - - - - - - -
- - 1.00 1.00 - 1.00 14.00 1.00 1.00 2.00 2.00 1.00
- - - - - - - - - - - -
- - - 1.00 - 1.00 14.00 1.00 1.00 2.00 2.00 1.00
- - - 2.00 - 2.00 28.00 2.00 2.00 4.00 4.00 2.00
- - - 1.00 - 1.00 14.00 1.00 1.00 2.00 2.00 1.00
- - - 2.00 - 2.00 28.00 2.00 2.00 4.00 4.00 2.00
- - - - - - - - - - - -
- - - 2.00 - 2.00 28.00 2.00 2.00 4.00 4.00 2.00
1.00 - 1.00 - - - - - - - - -
- - - 1.00 - 1.00 14.00 1.00 1.00 2.00 2.00 1.00
1.00 - 1.00 - - - - - - - - -
2.00 0.00 3.00 10.00 0.00 10.00 140.00 10.00 10.00 20.00 20.00 10.00
- - - - - - - - - - - -
- - 2.00 1.00 - 1.00 14.00 1.00 1.00 2.00 2.00 1.00
ES / OTROS RETENIDAS
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- - - - - - - - - - - -
- - - 2.00 - 2.00 28.00 2.00 2.00 4.00 4.00 2.00
- - - 1.00 - 1.00 14.00 1.00 1.00 2.00 2.00 1.00
- - - 2.00 - 2.00 28.00 2.00 2.00 4.00 4.00 2.00
- - - 2.00 - 2.00 28.00 2.00 2.00 4.00 4.00 2.00
0.00 0.00 0.00 7.00 0.00 7.00 98.00 7.00 7.00 14.00 14.00 7.00
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- - - - - - - -
- - - - - - - -
1.00 1.50 1.00 - - 1.00 - -
2.00 3.00 2.00 0.00 0.00 1.00 1.00 0.00
- - - - - - - -
1.00 1.50 1.00 - - - 1.00 -
1.00 1.50 1.00 - - 1.00 - -
- - - - - - - -
1.00 1.50 1.00 - - 1.00 - -
1.00 1.50 1.00 - - 1.00 - -
4.00 6.00 4.00 0.00 0.00 3.00 1.00 0.00
- - - - - - - -
1.00 1.50 1.00 - - - 1.00 -
- - - - - - - -
1.00 1.50 1.00 - - 1.00 - -
2.00 3.00 2.00 - - - - -
- - - - - - - -
2.00 3.00 2.00 - - - - -
1.00 1.50 1.00 - - 1.00 - -
- - - - - - - 1.00
1.00 1.50 1.00 - - - 1.00 -
1.00 1.50 1.00 - - 1.00 - -
- - - - - - - -
2.00 3.00 2.00 - - - - -
1.00 1.50 1.00 - - 1.00 - -
12.00 18.00 12.00 0.00 0.00 4.00 2.00 1.00
39.00 54.50 41.00 14.50 14.00 27.00 21.00 20.00
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3.05 Unid. 16.00 29.00 464.
SUBTOTAL 3 9242.
4.004.01 m 3.53 0.
4.02 Km 2174.00 5.37 11674.
SUBTOTAL 4 11674.
5.00
5.01 Unid. 7.73 0.
5.02 Unid. 20.47 50.42 25.00 511.
5.03 Unid. 5.00 0.
5.04 Unid. 18.00 25.21 4.00 72.
5.05 m 3.00 1.01 114.50 343.
5.06 m 1.20 2.00 25.00 30.
5.07 Unid. 2.71 0.
5.08 Unid. 5.00 5.04 0.
5.09 Unid. 0.25 0.
5.10 Unid. 5.04 0.
5.11 Unid. 10.00 10.00 100.
5.12 Unid. 8.00 27.00 216.
5.13 Unid. 18.00 9.00 162.
SUBTOTAL 5 1435.
6.00
6.01 m 7.50 0.
6.02 m 11.76 895.00 10525.
6.03 Unid. 7.50 48.00 360.
6.04 Unid. 5.00 31.00 155.
SUBTOTAL 6 11040.
7.00
7.01 Unid. 5.00 0.
7.02 Unid. 10.00 0.
GRILLETE EN ANCLAJE DE 88x64 mm, CON PIN DE 16 DE DIAM.
ACCESORIOS PARA CONDUCTOR DE ALUMINIO
CONDUCTOR DE ALEACION DE ALUMINIO
CONDUCTOR DE ALEACION DE ALUMINIO AAAC, 35 mm²CONDUCTOR DE ALEACION DE ALUMINIO AAAC, 25 mm²
ALAMBRE PARA AMARRE DE ALUMINIO RECOCIDO, 6mm²
CINTA PLANA DE ARMAR DE AI RECOCIDO DE 1.3x7.6 mm
TERMINAL DE Cu ESTAÑADO PARA CONDUCTOR DE 35mm²
CONECTOR DE COBRE TIPO PERNO PARTIDO (SPLIT BOLT)
VARILLA DE ARMAR SIMPLE PARA CONDUCTOR AAAC 35mm²
GRAPA DE ANCLAJE DE AI TIPO PISTOLA CON DOS PERNOS DE 16/50 mm²
GRAPA DE DOBLE VIA DE AI 2 PERNOS
GRAPA DE ANGULO C/ DOS PERNOS, PARA CONDUCTOR DE 16/50 mm²
VARILLA DE ARMAR DOBLE PARA CONDUCTOR AAAC 25mm²
GRAPA TIPO "U"
CONECTOR CUÑA TIPO VII P/CONDUCTOR DE AI 35mm²/35mm²
CONECTOR DE AI DE 2 VIAS PARA CONDUCTOR AAAC DE 16/50 mm²
VARILLA DE ARMAR SIMPLE PARA CONDUCTOR AAAC 25mm²
PLANCHA DE COBRE PARA LINEA A TIERRA TIPO J
CONECTOR DE COBRE TIPO PERNO PARTIDO (SPLIT BOLT)
CONDUCTOR DE COBRE
CONDUCTOR DE Cu DESNUDO DE 7 HILOS, CABLEADO RECOCIDO DE 35
CONDUCTOR DESNUDO DE COBRE CABLEADO TEMPLE BLANDO DE 25mm²
PERNO OJO DE A°G° 16mm Ø X 305 mm LONG, 254mm MAQUINADO CON
MATERIAL DE FERRETERIA PARA POSTES Y CRUCETAS
PERNO COCHE DE A°G° 13mm x 76mm LONG MAQUINADO, CON ARANDELA
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7.03 Unid. 7.00 0.
7.04 Unid. 9.00 0.
7.05 Unid. 6.90 11.00 58.00 400.
7.06 Unid. 12.00 0.
7.07 Unid. 12.00 0.
7.08 Unid. 5.73 7.00 8.00 45.
7.09 Unid. 1.10 1.26 113.00 124.
7.10 Unid. 1.10 1.21 31.00 34.
7.11 Unid. 7.50 8.50 0.
7.12 Unid. 22.50 25.00 13.00 292.
7.13Unid.
35.70 18.00 642.
7.14 Unid. 18.00 18.00 324.
7.15 Unid. 9.20 9.00 82.
7.16 Unid. 8.00 13.00 104.
7.17 Unid. 9.24 21.00 194.
7.18 Unid. 3.00 13.00 39.
7.19 Unid. 6.50 13.00 84.
7.20 Unid. 91.00 4.00 364.
SUBTOTAL 7 2731.
8.008.01 m 0.58 0.
8.02Unid.
52.18 0.
8.03 Unid. 6.57 6.57 0.
8.04 Unid. 5.27 4.64 23.00 121.
8.05 m 3.50 3.67 320.00 1120.
8.06 Unid. 45.00 35.00 23.00 1035.
8.07Unid.
36.32 35.00 23.00 835.
PERNO MAQUINADO DE A°G° 13mm Ø X 254 mm LONG, 152mm
PERNO MAQUINADO DE A°G° 16mm Ø X 254 mm LONG, 152mm
PERNO MAQUINADO DE A°G° 16mm Ø X 305 mm LONG, 152mm DE
ARANDELA CUADRADA PLANA DE A°G° DE 57x57x5 mm, 18mm Ø DEPLANCHA DE COBRE PARA LINEA A TIERRA TIPO JBRAZO SOPORTE -PERFIL ANGULAR A°G°, 38x38x5 mm SECCION, 710 mm
SOPORTE SEPARADOR PARA CABEZA DE POSTE DE A°G° 110 mm
SEPARACION CON PLATINA 76x6.4mm SECCION
PERNO DOBLE ARMADO DE A°G° 16mm Ø x 457mm CON 4 TUERCAS
PERNO DOBLE ARMADO DE A°G° 16mm Ø x 254mm CON 4 T/C
TUERCA OJO DE A°G° DE 16mm Ø x 80x38mm PARA PERNO DE 16mm ØARANDELA CUADRADA CURVA DE A°G° DE 57x57x5 mm, 18mm Ø DE
TIRAFONDO DE A°G° 13 mm Ø x 152 LONG
PERNO COCHE DE A°G°, 13mm Ø x 152 LONG, 76mm
TUBO DE A°G° DE 1 1/4 Ø x 6.0 m CON CURVA DE 90°
TUBO ESPACIADOR DE A°G° DE 19mm Ø x 38 mm LONGITUD
PERNO MAQUINADO DE A°G° 16mm Ø X 456 mm LONG, 152mm DE
PERNO MAQUINADO DE A°G° 16mm Ø X 406 mm LONG, 152mm DE
PERNO OJO DE A°G° 16mm Ø X 305 mm LONG, 152mm DE ROSCADO CON
ALAMBRE DE ACERO N°16 P/ENTORCHADO
CONTRAPUNTA DE 1200x51mm Ø, SOLDADA A ABRAZADERA PARTIDA EN
UN EXTREMO, C/GRAPA DE AJUSTE P/CABLE DE 10mm Ø EN EL OTRO
AISLADOR TIPO NUEZ 54-2
ARANDELA CUADRADA PLANA A°G° DE 102x102x6.35 mm, 18mm Ø DE
RETENIDAS Y ANCLAJES
CABLE DE ACERO GRADO SIEMENS MARTIN, 10mm Ø, 7 HILOSBLOQUE CONCRETO ARMADO 0.50x0.50x0.20 m, AGUJERO CENTRAL DE
VARILLA DE ANCLAJE DE ACERO DE 16 mm Ø x 2400mm LONG, PROVISTA
DE OJAL GUARDACABO EN UN EXTREMO Y TCA. CTCA EN EL OTRO
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12.0012.01 Unid. 340.00 320.00 13.00 44
12.02 Unid. 8.00
12.03 Unid. 400.00
12.04 Unid. 360.00 13.00 46
12.05 Unid. 8.00 7.00
12.06 Unid. 12.00 6.00
SUBTOTAL 12 92
13.00
13.01 Unid. 22.69
13.02 Unid. 75.00 30.00 22
13.03 Unid. 90.00 10.00 9
SUBTOTAL 13 31
14.00
14.01Unid.
7700.00 4.00 308
14.02 Unid. 2000.00 4.00 80
14.03 Unid. 80.00 4.00 3
14.04 Unid. 5.00 16.00
14.05 Unid. 20.00 24.00 4
14.06 Unid. 280.00 4.00 11
SUBTOTAL 14 408
1920
II
1.001.01 Km 293.54 293.54 5.37 15
1.02 Km 388.16 388.16 5.37 20
1.03 Km 617.96 617.96 5.37 33
1.04 Glb659.28 659.28 1.00 6
SECCIONADOR FUSIBLE UNIPOLAR TIPO CUT-OUT 27 KV, 100A, 150KV (BIL)FUSIBLE TIPO EXPULSION DE 3A TIPO KPARARAYOS TIPO AUTOVALVULA DE OXIDO METALICO 27KV, 10APARARRAYOS CLASE DISTRIBUCION OXIDO METALICO 21KV, 10KA, 150KV
EQUIPOS DE PROTECCION Y MANIOBRA
CABLES DE ENERGIA EN BAJA TENSION
CONDUCTOR NYY 2-1x25mm
FUSIBLE DE EXPULSION TIPO DUAL 2A
FUSIBLE DE EXPULSION TIPO DUAL 3A
TRANFORMADOR DE MEDICION
TRANSFORMADOR MIXTO DE MEDICION; 13,2/0,22KV,1x50, CLASE 0,2;
H=4000msnm, CORRIENTE: 10-5/5a, 1X30VV
CABLE NYY 1KV, UNIPOLAR DE 2-1x25+16 mm²
CABLE NYY 1KV, UNIPOLAR DE 2-1x35+25 mm²
TOTAL I SUMINISTRO DE MATERIALES - LP + RP
MURETE PARA TABLERO DE MEDICION
MEDIDOR ELECTRONICO TRIFASICO, 3 HILOS, 2.5 (20 A), 120-480 V, TIPO
TABLERO DE MEDICION F°G° 35x35X20 cm
CINTA DE ACERO INOXIDABLE (CINTA BAND IT) 3/4" PROVISTO DE EBILLACABLE DE SEÑAL HEPTAPOLAR
INGENIERIA DEL PROYECTO
REPLANTEO TOPOGRAFICO DE LA LINEA
GESTION Y ELABORACION DE EXPEDIENTE DE SERVIDUMBRE
APERTURA DE TROCHA PARA LIMPIEZA DE FRANJA DE SEVIDUMBRE
MONTAJE ELECTROMECANICO
OBRAS PRELIMINARES
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4.08 Jgo. 55.00
4.09 Jgo. 62.54
4.10 Jgo. 39.85 55.00 14.00 5
4.11 Jgo. 36.38 41.00 4.00 1
4.12 Jgo. 39.85 55.00 6.00 2
4.13 Jgo. 44.04 55.00 5.00 2
4.14 Jgo. 55.00
4.15 Jgo. 55.78 2.00 1
4.16 Jgo. 41.48 9.00 3
4.17 Jgo. 1201.56 7.00 84
4.18 Jgo. 874.76 4.00 34
4.19 Jgo. 74.66 7.00 5
SUBTOTAL 17 140
5.005.01 Km 1118.58 930.00 5.37 60
SUBTOTAL 18 60
6.006.01 Unid. 450.00
6.02 Unid. 450.00
SUBTOTAL 19
7.007.01 Unid. 250.00
SUBTOTAL 20
8.00
8.01 m3 168.34 168.34 58.00 97
8.02 Unid. 49.94 35.00 31.00 15
8.03 Unid. 41.12 49.94 27.00 11
8.04 Unid. 65.50
8.05 Unid. 90.58 90.58 58.00 52
SUBTOTAL 21 176
ARMADO TIPO SBM-2P+PS1-2
ARMADO TIPO PSEC-0P
ARMADO TIPO SMM-1P+PTV-0
SOPORTE DE SECCIONAMIENTO CON PARARAYOS TIPO PSEC-OP
SOPORTE ANGULO >5° <30°, MONOFASICO RETORNO POR TIERRA TIPO PA1-
SOPORTE S.E. 1O MONOPOSTE EN ALINEAMIENTO C/PARARAYOS, TIPO
SOPORTE SUSPENSIÓN < 5°, MONOFASICO RETORNO POR TIERRA TIPO PS1-
SOPORTE ANGULO >30° <60°, MONOFASICO RETORNO POR TIERRA TIPO
SOPORTE DE ANCLAJE MONOFASICO RETORNO POR TIERRA, TIPO PR3-0
SOPORTE ANCLAJE C/DERIVACION VANO FLOJO, MRT, TIPO TS-0
MONTAJE DE CONDUCTORES
TENDIDO Y PUESTA EN FLECHA CONDUCTOR AAAC 25/35 mm²
SOPORTE DE SECCIONAMIENTO Y MEDICION CON PARARAYOS, TIPO TS-S-M
INSTALACION DE TABLERO DE DISTRIBUCION
TRANSFORMADOR BIFASICO 22.9/0.44-0.22 KVA
TRANSFORMADOR MONOFASICO 10 KVA, 13,2/0,44-0,22kV
MONTAJE DE TRANSFORMADORES DE DISTRIBUCION
INSTALACION DE PUESTA A TIERRA
MONTAJE DE TABLERO DE DISTRIBUCION
TABLEROS DE DISTRIBUCION COMPLETA PARA S.E 25KVA, 440-220V
RELLENO Y COMPACTACION DE PUESTA A TIERRA
EXCAVACION EN TERRENO TIPO III
INSTALACION DE PUESTA A ATIERRA TIPO PAT-1C
INSTALACION DE PUESTA A ATIERRA TIPO PAT-2
INSTALACION DE PUESTA A ATIERRA TIPO PAT-3
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9.009.01 Glb 486.25 886.25 5.37 26
9.02 Glb 597.60 997.59 6.00 35
9.03 Glb 265.09 265.09 6.00 15
SUBTOTAL 22 77
Unid. 898
III
1.00
1.01 TRANSPORTE (10% DE SUMINISTRO DE MATERIALES) TOTAL 23 Glb 192
192
30119
PARTE 2I
1.00
1.01 Unid. 385.00
1.02 Unid. 390.00 51.00 198
1.03 Unid. 350.00 30.00 105
SUBTOTAL 1 303
2.00
2.01Km
8800.00 6621.00 1.10 96
2.02 Km 5710.00 6621.00 2.51 143
2.03 Km 4210.00 4026.00 0.40 16
SUBTOTAL 2 256
3.003.01 Unid. 7.96 8.00 40.00 3
3.02 Unid. 20.47 12.00 88.00 18
3.03 Unid. 7.00
3.04 Unid. 5.00
3.05 Unid. 0.18 0.60 168.00
TOTAL II MONTAJE ELECTROMECANICO - LP + RP
EXPEDIENTE TECNICO FINAL CONFORME A OBRA
PRUEBAS Y PUESTA EN SERVICIO
PRUEBA Y PUESTA EN SERVICIO DE LA LINEA PRIMARIAPRUEBA Y PUESTA EN SERVICIO DE LA RED PRIMARIA
TOTAL III TRANSPORTE MATERIALES - LP + RP
TRANSPORTE DE POSTE DE 12m. DE ALMACEN AL PTO. DE IZAJE
TRANSPORTE
RED SECUNDARIA
SUMINISTRO DE MATERIALES
COSTOS DIRECTOS LP+RP
POSTES DE MADERA DE 8m. CLASE 7
POSTESPOSTE CAC 8m/200/140/260POSTES DE MADERA DE 8m. CLASE 6
CONDUCTOR AUTOPORTANTE DE AL 1X16/25 mm²-NEUTRO FORRADO
CABLES Y CONDUCTORES DE ALUMINIO
CONDUCTOR AUTOPORTANTE DE AL 2X16+16/25 mm²-NEUTRO FORRADO
CONDUCTOR AUTOPORTANTE DE AL 2X16/25 mm²-NEUTRO FORRADO
CONECTOR CUÑA TIPO I PARA CONDUCTOR DE AL DE 25/25 mm²CONECTOR CUÑA TIPO II PARA CONDUCTOR DE AL DE 16/16mm²CORREA PLASTICA DE AMARRE
ACCESORIOS DE CABLES AUTOPORTANTES
GRAPA DE SUSPENSION ANGULAR DE ALEACION DE ALUMINIO PARAGRAPA DE ANCLAJE PARA CONDUCTOR AAAC 25mm² A 35mm²
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3.06 Rollo 25.34 33.00 29.60 75
3.07 Rollo 2.10 5.00 29.60 6
3.08 Unid. 7.18 144.00 103
SUBTOTAL 3 399
4.004.01 m 12.00 13.00 12.00 14
4.02 m 4.86 4.50 1885.00 916
4.03 m 6.00
4.04 m 5.00 30.00 15
4.05 m 11.76 324.00 381
SUBTOTAL4 1326
5.00
5.01Unid.
52.31 80.00 12.00 62
5.02 Unid. 166.34 205.00 12.00 199
5.03 Unid. 27.64 35.00 12.00 33
5.04 Unid. 9.36 3.00 12.00 11
5.05 m 6.69
5.06 Unid. 6.69
5.07 Unid. 6.69
5.08 Unid. 5.10 24.00 12
5.09 m 2.10 4.80 1
5.10 m 25.34 4.80 12
SUBTOTAL 5 332
6.006.01 m 3.50 4.50 450.00 157
6.02 Unid. 9.10 7.00 4.00 3
6.03 Unid. 36.34 24.00 45.00 163
6.04 Unid. 3.53 3.00 45.00 15
6.05 Unid. 7.80 6.50 180.00 140
6.06 Unid. 1.10 2.00 90.00 9
CINTA AISLANTE AUTOFUNDENTE 23M
CABLES Y CONDUCTORES DE COBRECONDUCTOR DE Cu RECOCIDO, T/ N2XY, TRIPOLAR, 3x10mm² CUBIERTA
CINTA AISLANTE 33M
CONECTOR AISLADO, AI 35mm² PARA FASE AISLADA, TIPO PERFORACION
LUMINARIAS, LAMPARAS Y ACCESORIOS
CONDUCTOR CONCENTRICO DE CU DE 2x4 mm², CON AISLAMIENTO DE PVCCONDUCTOR DE Cu RECOCIDO, CABLEADO, DESNUDO DE 16 mm²CONDUCTOR DE Cu RECOCIDO, TIPO N2XY, BIPOLAR, 2x2.5mm²
CONDUCTOR DE Cu DESNUDO, TEMPLE SUAVE, 25mm²
CONDUCTOR THW 2,5 mm²
CONECTOR CUÑA TIPO III PARA CONDUCTOR DE AL DE 25/2,5 mm²
CONECTOR CUÑA TIPO IV PARA CONDUCTOR DE AL DE 16/2,5 mm²
CONECTOR BIMETALICO AISLADO, HASTA AI 35mm/Cu 4-10 mm², TIPO
PASTORAL TUBO A°G° 38mm f, INT.,500mm AVANCE HORIZONTAL, 720mm
ALTURA, 20° INCLINACION, PROVISTO DE 2 ABRAZADERAS Y 4 TIRAFON DE
LUMINARIA CON EQUIPO P/ LAMPARA DE VAPOR DE Na DE 70W
LAMPARA DE VAPOR DE Na DE ALTA PRESION 70W/220V
PORTA FUSIBLE UNIPOLAR DE 5A CON FUSIBLE DE 2A /220V
RETENIDAS Y ANCLAJESCABLE DE A°G°, (10mm) 5/8" Ø, 7 HILOS, GRADO SIEMENS MARTIN
CINTA AISLANTE
CINTA AISLANTE AUTOVULCANIZANTE
ARANDELA CUADRADA CURVA DE 57x57x5 mm AGUJERO DE 18mm Ø
PERNO ANGULAR CON OJAL GUARDACABO DE 16mm Ø x 254 mm LONGVARILLA DE ANCLAJE DE F°G° 10mm x 2,40m LONG INCLUYE TUERCA Y C/TCA
ARANDELA CUADRADA PLANA DE 102x102x 5 mm, AGUJERO DE 18mm ØMORDAZA PREFORMADA PARA CABLE DE A°G° 3/8" (10mm) Ø, 7 HILOS
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8.05 Unid. 1.80 27.00 48
8.06 Unid. 4.23 27.00 114
8.07 Unid. 74.12 54.00 4002
8.08 Unid. 5.85 27.00 157
8.09 Unid. 0.20 648.00 129
SUBTOTAL 8 6890
9.00
9.01 Unid. 32.00 0
9.02 Unid. 38.00 0
9.03 Unid. 1.02 1.00 59.00 60
9.04 Unid. 0.66 1.20 59.00 38
9.05 M 0.49 0.90 80.00 39
9.06 Unid. 8.50 0
9.07 Unid. 6.00 0
9.08 Unid. 2.26 2.00 198.00 447
9.09 Unid. 76.00 0
9.10 Unid.73.00 0
9.11 Unid. 3.31 56.00 185
9.12 Unid. 4.26 6.00 25
9.13 Unid. 1.10 33.00 36
9.14 Unid. 71.80 8.00 574
9.15 Unid. 5.73 91.00 521
9.16 Unid. 8.23 182.00 1497
9.17 Unid. 0.18 182.00 32
9.18 Unid. 6.00 8.00 48
9.19 Unid. 103.04 99.00 10200
9.20 Unid. 23.37 99.00 2313
9.21 Unid. 10.00 59.00 590
9.22 Unid. 35.00 40.00 1400
THOR GEL
ESLABON ANGULAR
GRAPA EN "U" COPPERWELD, 44.5x9.5 mmx3.7mm Ø
TUBO PVC-SAP 3/4" Ø x 0.50 LONG
CONECTOR BIMETALICO AISLADO, HASTA AI 35mm/Cu 4-10 mm², TIPO
TUBO DE A°G° STANDARD/REDONDO DE 19mm Ø x 1,5mm x2,5m, C/CODO
TUBO DE A°G° STANDARD/REDONDO DE 19mm Ø x 1,5mm x 4,0m, C/CODO
ARMELLA TIRAFONDO DE F°G° DE 10mm Ø x 64mm LONG
TARUGO DE CEDRO DE 13mm Ø x 50mm LONG
CONEXIONES DOMICILIARIAS
CAJA METALICA P/MEDIDOR, C/INTERRUPTOR TERMOMAGNETICO DE 10 A
MEDIDOR ENERGIA ACTIVA, CON MICROPROCESADOR TIPO
ELECTRONICO 220V, 6OHz, 1Ø, 10-40A, CLASE 1
PERNO MAQUINADO DE A°G° 16mm Ø x 203mm CON T/CPERNO MAQUINADO DE A°G° 16mm Ø x 305mm CON T/C
ALAMBRE GALVANIZADO N° 12 AWG
CONECTOR CUÑA TIPO IV PARA CONDUCTOR DE AL DE 16/2,5 mm²
CONECTOR CUÑA TIPO III PARA CONDUCTOR DE AL DE 25/2,5 mm²
TEMPLADOR AºGº PARA CABLE CONCENTRICO
CORRE PLASTICA DE AMARRE
CINTA BAND IT 19 mm PROVISTO DE HEBILLA
MEDIDOR DE ENERGIA ACTIVA, 220V, 6OHz, 1Ø, 2 HILOS
CAJA METALICA PORTAMEDIDOR PROVISTA DE BASE PORTAFUSIBLE Y
ARANDELA CUADRADA CURVA DE A°G° 575 mm AGUJERO DE 18mm Ø
CAJA DE DERIVACION, BORNERA CONECCION 10 SALIDAS (440-220)
PORTALINEA VERTICAL SIMPLE DE F°G° PARA AISLADOR 53-2
CONECTOR BIMETALICO AISLADO, HASTA AI 35mm/Cu 4-10 mm², TIPO
TUBO PLASTICO DE PVC-SAP DE 19mm Ø, 3m LONG, PROVISTO DE CURVA SA
TUBO DE F°G°, 19mm Ø x 6m LONG, PROVISTO DE CODO CON ARMELLA
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4.00
4.01 Unid. 14.50 0
4.02 Unid. 14.50 0
4.03 Unid. 18.20 0
4.04 Unid. 15.00 0
4.05 Unid. 18.50 0
4.06 Unid. 22.50 0
4.07 Unid. 24.20 0
4.08 Unid. 15.00 0
4.09 Unid. 15.00 0
4.10 Unid. 15.00 0
4.11 Unid. 22.60 31.00 700
4.12 Unid. 24.65 24.00 591
4.13 Unid. 27.12 23.00 623
4.14 Unid. 27.12 9.00 244
4.15 Unid. 27.12 1.00 27
4.16 Unid. 27.12 3.00 81
SUBTOTAL 13 2268
5.005.01 Km 565.17 665.17 1.10 621
5.02 Km 479.03 665.17 2.51 1202
5.03 Km 510.00 0
SUBTOTAL 14 1824
6.006.01 m3 145.21 60.00 27.00 3920
6.02 m3 31.50 38.00 27.00 850
6.03 m3 77.74 75.00 27.00 2098
SUBTOTAL 15 6870
7.007.01 Unid. 20.09 20.09 12.00 241
7.02 Unid. 36.15 36.15 12.00 433
MONTAJE DE ARMADOS
ARMADO TIPO "E4/S", SIN CAJA DE DERIVACION PARA ACOMETIDAARMADO TIPO "E5/S", SIN CAJA DE DERIVACION PARA ACOMETIDA
ARMADO TIPO "E6/S", SIN CAJA DE DERIVACION PARA ACOMETIDA
ARMADO TIPO "E'4/S", SIN CAJA DE DERIVACION PARA ACOMETIDA
ARMADO TIPO "E1/S", SIN CAJA DE DERIVACION PARA ACOMETIDA
ARMADO TIPO "E'1/S", SIN CAJA DE DERIVACION PARA ACOMETIDA
ARMADO TIPO "E3", CON CAJA DE DERIVACION PARA ACOMETIDA
ARMADO TIPO "E3/S", SIN CAJA DE DERIVACION PARA ACOMETIDA
ARMADO TIPO "E4"-"E'4" FIN DE LINEA CON DERIVACION NO TENSADA
ARMADO TIPO "E5"-"E'5" ALINEAMIENTO CON DERIVACION TENSADA
ARMADO TIPO "E6"-"E'6" ANCLAJE Y DERIVACION TENSADA
ARMADO TIPO "E7"-"E'7" ANCLAJE CAMBIO DE DIRECCION 60°-90°
ARMADO TIPO "E'5/S", SIN CAJA DE DERIVACION PARA ACOMETIDA
ARMADO TIPO "E'3/S", SIN CAJA DE DERIVACION PARA ACOMETIDA
ARMADO TIPO "E1"-"E'1" DE ANGULO DE 0° A 60°
ARMADO TIPO "E3"-"E'3" FIN DE LINEA
CONDUCTOR AUTOPORTANTE DE AL. 2x16 + 16/25mm2CONDUCTOR AUTOPORTANTE DE AL. 2x16/25 m3
CONDUCTOR AUTOPORTANTE DE AL. 1x16/25mm2
MONTAJE DE CONDUCTORES
EXCAVACION ZANJA PARA PUESTA A TIERRA EN TERRENO TIPO IIIINSTALACION DE PUESTA A TIERRA TIPO PAT IRELLENO Y COMPACTACION DE POZO DE PUESTA A TIERRA C/TIERRA
INSTALACION DE PUESTAS A TIERRA
INSTALACION DE PASTORALES DE A°G°INSTALACION DE LUMINARIAS Y LAMPARAS
PASTORALES, LUMINARIAS Y LAMPARAS
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#VALUE!
#VALUE!
52.00 7020.00
15.00 1725.00
0.00
0.00
0.00
8745.00 0.00
36.00 37800.00
8.00 7960.00
45760.00 0.00
93.00 6840.15
40.00 2369.60
5.00 87.70
35.00 647.15
SUPUESTO REFORMULADO
AY, SANTA CRUZ DE HUAMADA Y LA CUCHILLA
DEDUCTIVO
CAMBIO DE PARTIDA MENORES METRADOS
ADICIONAL
PARTIDAS NUEVAS
CANTIDAD CANTIDAD TOTAL D S/.TOTAL D S/. CANTIDAD TOTAL D S/.CANTIDAD TOTAL D S/.
MAYORES METRADOS
TOTAL D S/.CANTIDAD
UPUESTO HIDRANDINA
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0.00
9944.60
9586.50 33840.35
0.00
33840.35
36.00 278.28
77.00 3882.34
16.00 80.00
16.00 403.36
87.50 88.38
42.00 84.00
130.00 352.30
73.00 367.92
491.00 122.75
20.00 100.80
0.00
0.00
0.00
5760.13
1093.00 8197.50
0.00
0.00
0.00
8197.50
106.00 530.00
31.00 310.00
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148.00 972.36
37.00 339.66
37.00 178.71
0.00
0.00
0.00
0.00
8505.93
33.00 1485.00
990.00 17820.00
40.38 1413.13
33.00 127.71
33.00 1084.38
0.00
0.00
0.00
21930.22
2.00 11200.00
5.00 28000.00
39200.00
7.00 24500.00
0.00
0.00
0.00
0.00
24500.00
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23.00 7360.00
23.00 184.00
23.00 9200.00
0.00
0.00
0.00
16744.00
35.00 794.15
0.00
0.00
794.15
0.00
0.00
0.00
0.00
0.00
0.00
0.00
230758.66
5.13 1505.27
5.13 1990.48
5.13 3168.90
1.00 659.28
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1.00 55.00
1.00 62.54
2.00 110.00
2.00 82.00
2.00 110.00
1.00 55.00
2.00 110.00
0.00
0.00
0.00
0.00
0.00
2329.24
9.59 8915.45
8915.45
5.00 2250.00
2.00 900.00
3150.00
7.00 1750.00
1750.00
95.70 16110.14
31.00 1085.00
6.00 299.64
7.00 458.50
6.00 543.48
18496.7610.14
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5.13 4544.69
6.00 5985.54
6.00 1590.54
12120.77
99148.08
23075.87
23075.87
352982.60
81.00 31185.00 385.00 81.00 31185.00 385.00
0.00 0.00 0.00
0.00 0.00 0.00
31185.00 31185.00
0.51 3369.43 8800.00 0.51 4478.32
2.93 19413.10 5710.00 2.93 16742.01 5710.00
1.09 4406.46 4210.00 1.09 4607.85 4210.00
27188.99 25828.18
36.00 288.00 7.96 36.00 286.56 8.00
97.00 1164.00 20.47 97.00 1985.59 12.00
11.00 77.00 7.00 11.00 77.00 7.00
21.00 105.00 5.00 21.00 105.00 5.00
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19.00 988.00 38.00 19.00 722.00
123.00 61.50 0.50 123.00 61.50 0.50
41.00 1045.50 42.00 41.00 1722.00 25.50
41.00 246.00 6.00 41.00 246.00 6.00
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6551.29 7198.36
34.00 238.00 7.25 34.00 246.50
2.00 18.00 8.26 2.00 16.52
58.00 174.00 3.00 58.00 174.00 3.00
2.00 6.00 3.00 2.00 6.00 3.00
56.00 336.00 7.00 56.00 392.00 6.00
9.00 72.00 7.96 9.00 71.64
32.00 192.00 5.73 32.00 183.36 6.00
1.00 7.00 7.00 1.00 7.00 7.00
166.00 166.00 1.10 166.00 182.60 1.00
1.00 85.00 85.00 1.00 85.00 85.00
60.00 300.00 5.00 60.00 300.00 5.00
1594.00 1664.62
26.00 936.00 39.00 26.00 1014.00 36.00
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0.00 0.00 0.00
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95.00 807.50 8.50 95.00 807.50 8.50
95.00 570.00 6.00 95.00 570.00 6.00
198.00 396.00 2.26 198.00 447.48 2.00
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27.00 391.50 14.50 27.00 391.50
1.00 14.50 14.50 1.00 14.50
1.00 18.20 18.20 1.00 18.20
20.00 300.00 15.00 20.00 300.00
24.00 444.00 18.50 24.00 444.00 18.50
7.00 157.50 22.50 7.00 157.50 22.50
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1.00 15.00 15.00 1.00 15.00
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0.00 0.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00
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1509.10 1509.10
0.51 338.51 565.17 0.51 287.62
2.93 1950.31 479.03 2.93 1404.54 665.17
1.09 558.20 510.00 1.09 558.20 510.00
2847.02 2250.36
46.34 2780.40 145.21 46.34 6729.03 60.00
26.00 988.00 31.50 26.00 819.00 38.00
46.34 3475.50 77.74 46.34 3602.47 75.00
7243.90 11150.50
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506.16 506.16
57.00 1824.00 32.00 57.00 1824.00 32.00
42.00 2016.00 48.00 42.00 2016.00 48.00
99.00 3564.00 36.00 99.00 3564.00 36.00
99.00 4554.00 46.00 99.00 4554.00 46.00
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0.00 0.00 0.00
11958.00 11958.00
6.00 5249.16 474.86 6.00 2849.16
5249.16 2849.16
72521.17 79822.80
10650.68 10690.26
10650.68 10690.26
10650.68 10690.26
189678.68 197415.65
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189678.68 197415.65
18967.87 19741.57
18967.87 19741.57
227614.42 236898.79
43246.74 45010.77
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542661.28 197415.65
54266.13 19741.57
54266.13 19741.57
651193.54 236898.79
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DEDUCTIVO D1
DEDUCTIVO D2
TOTAL DEDUCTIVOS
ADICIONAL A1
ADICIONAL A2
TOTAL ADICIONALES
ADICIONAL NETO
PORCENTAJE DE INCIDENCIA
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LRP
RS
LRP+RS
TOTAL COSTO DE OBRA LINEA Y RED PRIMARIA + RED SECUNDARIA
DEDUCTIVO Nº 01
DESCRIPCIÓN
GASTOS GENERALES (10% COSTO DIRECTO)
UTILIDAD (10% COSTO DIRECTO)
TOTAL SIN IGV
IGV (19% DEL TOTAL)
GASTOS GENERALES (10% COSTO DIRECTO)
UTILIDAD (10% COSTO DIRECTO)
TOTAL SIN IGV
IGV (19% DEL TOTAL)
TOTAL COSTO DE OBRA REDES SECUNDARIAS
COSTO DIRECTO
GASTOS GENERALES (10% COSTO DIRECTO)
UTILIDAD (10% COSTO DIRECTO)
TOTAL SIN IGV
IGV (19% DEL TOTAL)
TOTAL COSTO DE OBRA LINEA Y RED PRIMARIA
COSTO DIRECTO
COSTO DIRECTO
RESUMEN ADI
SISTEMA DE ELECTRIFICACION RURAL EN LOS CASERIOS CUN
UBICACIÓN : DISTRITO DE SANTIAGO DE CHUCO - PROVINCIA DE SANTIAGO DE CHUCO
PARTIDA DESCRIPCION
MONTO C
506
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ADICIONAL NETO X 100 =
PRESUPUESTO CONTRACTUAL
MONTO REFORMULADO FINAL
MONTO CONTRACTUAL
ADICIONAL NETO 137
DEDUCTIVO Nº 02
TOTAL DEDUCTIVOS
137
842
705
ADICIONAL NETO
30
536
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301193.76 369037.60 233970.18
30119.38 36903.76 23397.02
30119.38 36903.76 23397.02
361432.51 442845.12 280764.22
68672.18 84140.58 53345.20
430104.69 526985.70 334109.42
192727.28 197415.65 120408.95
19272.73 19741.57 12040.89
19272.73 19741.57 12040.89
231272.74 236898.79 144490.74
43941.82 45010.77 27453.24
275214.56 281909.56 171943.98
493921.04 566453.26 354379.13
49392.10 56645.33 35437.91
49392.10 56645.33 35437.91
592705.24 679743.91 425254.95
112614.00 129151.34 80798.44
705319.24 808895.25 506053.39
TOTAL R S/. TOTAL D1 S/.
DEDUCTIVO Nº 01 CAMBIO DE
PARTIDAS
DEDUCTIVO N
MET
IONAL DEDUCTIVO Y PRESUPUESTO
UAY, HUASHGON, QUERQUERBAL, COTAY, SANTA CRUZ DE HU
- LA LIBERTAD
ONTRATADO PRESUPUESTO REPLANTEO
TOTAL DEDUCTIVOS
TOTAL C S/.
609629.40053.39 ADICIONAL Nº 01
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=
561.06
561.06
137561,05 X 100
880.30
319.24
64253.15
673882.55
68.10
321.49
ADICIONAL Nº 02
TOTAL ADICIONALES
705319.24
PORCENTAJE DE INCIDENCIA
13756105.00
705319.24
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20441.79 301814.02 0.00
2044.18 30181.40 0.00
2044.18 30181.40 0.00
24530.14 362176.82 0.00
4660.73 68813.60 0.00
29190.87 430990.42 0.00
754.36 125097.33 44995.20
75.44 12509.73 4499.52
75.44 12509.73 4499.52
905.24 150116.79 53994.24
171.99 28522.19 10258.91
1077.23 178638.98 64253.15
21196.15 426911.35 44995.20
2119.62 42691.13 4499.52
2119.62 42691.13 4499.52
25435.38 512293.61 53994.24
4832.72 97335.79 10258.91
30268.10 609629.40 64253.15
TOTAL A1 S/. TOTAL A2 S/.TOTAL D2 S/.
TOTAL ADICIONALES
PRESUPUESTO REFFINAL
º 02 MENORES
ADOS
ADICIONAL Nº 01 PARTIDASNUEVAS ADICIONAL Nº 02 MAYORES METRADOS
EFORMULADO FINAL
MADA Y LA CUCHILLA
103576.01ADICIONAL DEDUCTIVO N ° 01
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=
19.50 %
33985.05
137561.06
ADICIONAL DEDUCTIVO N ° 02
TOTAL ADICIONALES VALORIZADOS
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348595.82
34859.58
34859.58
418314.98
79479.85
497794.83
241656.49
24165.65
24165.65
289987.79
55097.68
345085.47
590252.31
59025.23
TOTAL F S/.
ORMULADO