1_Memomira Inocencio FINAL

7/21/2019 1_Memomira Inocencio FINAL

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DISTRITO:TACNAPROVINCIA:TACNADEPARTAMENTO : TACNA

ING. MECÁNICO ELECTRICISTA ING. RICARDO SALMAYO DEL 2015

PROYECTO: “SISTEMA DE UTILIZACIÓN EN MEDIA TENSIÓN 10kV PARA SUMINISTRO DE ENERGIA

ELECTRCIA AL PREDIO DEL SR. INOCENCIO GARCIA JUSTO, REGION TACNA”

“SR. INOCENCIO



Pro!"#o: “SISTEMA DE UTILIZACI$N EN MEDIA TENSI$N %&'V PARA SUMINISTRO DE ENERGIA ELECTRICA ALPREDIO DEL SR. INOCENCIO GARCIA JUSTO( REGION TACNA”.

)IC*A T+CNICA

%. NOM,RE DEL PRO-ECTO.

“SISTEMA DE UTILIZACIÓN EN MEDIA TENSIÓN 10V PARA SUMINISTRO DEENERGIA ELECTRICA AL PREDIO DEL SR. INOCENCIO GARCIA JUSTO, REGION

TACNA”

. PROPIETARIO.

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%. PRO-ECTISTA.

ING. RICARDO SALAS GOMEZ C.I.P N //-

3. )ACTI,ILIDAD DE SUMINISTRO - PUNTO DE DISE/O

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0. U,ICACI$N.

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6. )INALIDAD DE USO -1O TIPO DE CARGA

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1..1. CORTE PROGRAMADO POR LA EMPRESA CONSECIONARIA....................1

1..2. PAGOS POR COMPESACION DE ENERGIA...............................................1

1... PROCEDIMIENTOS PARA EL CORTE........................................................1-

1.K. DESCRIPCIÓN DE LOS TRAAJOS A EJECUTAR..............................................1-

1.. CARACTERSTICAS PRINCIPALES DE EUIPAMIENTO DEL PROYECTO...........1-

1..1. EUIPAMIENTO PRINCIPAL.....................................................................1-

1./. ASES DE CWLCULO.....................................................................................1

1./.1. NIVEL DE TENSION.................................................................................1

1./.2. NIVEL DE AISLAMIENTO.........................................................................1

1./.. DISTANCIAS DE SEGURIDAD..................................................................1

1./.-. CALCULO MECANICO DE CONDUCTORES...............................................1K

1./.5. CALCULO MECWNICO DE POSTES Y DE RETENIDAS................................1

1./.. TIPOS DE ESTRUCTURAS........................................................................1/

1.10. SERVIDUMRE..............................................................................................1/

1.11. EXISTENCIAS DE OTRAS REDES...................................................................1/

1.12. INANCIAMIENTO.........................................................................................1/

1.1. PROYECCIÓN DE DEMANDA..........................................................................1/

1.1-. PLAZO DE EJECUCIÓN DE ORA...................................................................1/

1.15. UENTE DE INORMACIÓN...........................................................................1/

1.1. PLANOS Y DETALLES....................................................................................1/

CAPITULO II...............................................................................................................21

ESPECIICACIONES TCNICAS DE SUMINISTRO DE MATERIALES Y EUIPOS............21

2. ESPECIICACIONES TCNICAS DE SUMINISTRO DE MATERIALES Y EUIPOS......22

2.1. GENERALIDADES..........................................................................................22

2.2. CONDICIONES DEL SERVICIO.......................................................................22

2.. RECEPCIÓN DE MATERIALES Y EUIPOS......................................................22

2.-. ENSAYOS Y PRUEAS...................................................................................22

2.5. EMALAJE.....................................................................................................2

2.. GARANTAS..................................................................................................22.K. GENERALIDADES..........................................................................................2

2.K.1. ESPECIICACIONES TCNICAS DEL CONTRATO......................................2

2.K.2. DE LA PROGRAMACIÓN..........................................................................2-

2.K.. LEYES SOCIALES....................................................................................25

2.K.-. SEGURIDAD E IGIENE..........................................................................25

2.K.5. ESPECIICACIONES TCNICAS DE LA EJECUCIÓN...................................25

2.K.. ESPECIICACIONES TCNICAS DE LA SUPERVISIÓN DE LA ORA...........2K

2.. ESPECIICACIONES TCNICAS DE SUMINISTRO DE MATERIALES..................2K TRANSPORTE...................................................................................................... 2

LETE TERRESTRE..............................................................................................2

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1. SUMINISTRO DE POSTES DE CONCRETO.....................................................2

1.01 POSTES Y CRUCETAS....................................................................................2

1.01.01. POSTE DE C.A.C. DE 1>-00>10>K5 &"$)?% P%!&'

1.01.02. CRUCETA DE C.A.V. Z > 2,0 > 00 > 00 > 150 6'N, 6% 1K0 77 Z > L > T > > VF

1.01.0. CRUCETA ASIMETRICA DE C.A.V. ZA > 1.50 > 0./0 > 250>200>100 6'N, 1/077 , Z'>L>L1>T>>VF

1.01.0-. MEDIA LOZA DE C.A.V. M>1.10>K50 6'N M>L">VF

1.02. ACCESORIOS DE G PARA POSTE..............................................................

1.02.01. CRUCETA DE G KK771.07 .0.01>-1.07F.

1.02.02. RAZO9SOPORTE RIOSTRAF DE PERIL DE G 2.52.51>-1.007771.007F

1.02.0. ARAZADERA PARTIDA DE G DE, [20077, 2 1>21>-,

1.0. AISLADORES................................................................................................ -

1.0.01. AISLADOR POLIMERICO TIPO PIN, 2 V, INCLUYE SOPORTE G DE177 5>F [, 225 77 L#"=

1.0.02. AISLADOR POLIMRICO TIPO SUSPENSIÓN, PARA 2 V

1.0-. ACCESORIOS DE AISLADORES.....................................................................

1.0-.01. ESPIGA PARA VRTICE DE POSTE DE AG, [ >- 500 77 L#"=,INCLUYE DOS PERNOS MAUINADOS DE 1/ 77 F.

1.0-.02. GRAPA DE ANCLAJE DE ALUMINIO, TIPO PISTOLA CON DOS PERNOS, TIPOU9OLTS

1.05. CONDUCTORES Y CALES............................................................................K1.05.01. CONDUCTOR DE ALEACION DE ALUMINIO AAAC 15 772

1.05.02. CALE NYY91 V, -91257721.05.0. ESPIGA PARA VRTICE DE POSTE DEAG, [ >- 500 77 L#"=, INCLUYE DOS PERNOS MAUINADOS DE 1/ 77F.

1.05.0. CONDUCTOR NLT DE 911- AG

1.05.0-. CONDUCTOR DE C) DESNUDO,TEMPLE DURO CALEADO DE 2577\

1.05.05. CONDUCTOR DE C) DESNUDO,TEMPLE LANDO,CALEADO DE 2577\

1.05.0. CONDUCTOR DE C) SOLIDO DE 77 PARA AMARRE

1.05.0K. ALAMRE DE AMARRE DE ALUMINIO, TEMPLE SUAVE 772, SECCIÓNSÓLIDO

1.0. MATERIAL DE ERRETERIA PARA POSTES Y CRUCETAS................................K

1.0.01. PERNO OJO DE AG, 177 5>F, C>T Y CT 20 77 L#"=.F

1.0.02. PERNO OJO DE AG, 177 5>F, C>T Y CT -0 77 1 L#"=.F

1.0.0. TUERCA OJO DE G DE 177 5>F [

1.0.0-. PERNO MA. A.G. [ 177 [ 5>F, C>T Y CT 577 12 L#"=.F

1.0.05. PERNO MA. A.G. [ 177 [ 5>F, C>T Y CT -077 1 L#"=.F

1.0.0. PERNO MA. A.G. [ 177 [ 5>F, C>T Y CT -5K77 1 L#"=.F1.0.0K. PERNO DOLE ARMADO A.G. [ 177 [ 5>F, C>T Y CT -077 1L#"=.F

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1.0.0/. ARANDELA CUADRADA CURVA DE A.G. 5KX5KX577 AGUJERO 177

1.0K. MATERIAL PARA PUESTA A TIERRA...............................................................

1.0K.01. CONECTOR DE DERIVACION TIPO PERNO PARTIDO SLIP OLTF P>25 77\

1.0K.02. PLANCA DOLADA DE CORE TIPO JP>TOMA DE ESP9PER

1.0K.0. ELECTRODO DE C), [12-0077

1.0K.0-. CONECTOR TIPO A DE CU.

1.0K.05. CAJA DE REGISTRO PARA PUESTA A TIERRA

1.0K.0. TIERRA CACRA

1.0K.0K. CEMENTO CONDUCTIVO PARA PUESTA A TIERRA

1.0K.0. TUO PVC SEL 12.5[00077

1.0. TRANSORMADOR Y TRAOMIX DE PROTECCION........................................-0

1.0.01. TRANSORMADOR [, 10F>0.-90.2F V 9 K.5 kVA, CON ORNERAS ENSECUNDARIO.

1.0.02. TRANSORMADOR DE MEDIDA MIXTO TRAOMIXF TENSION 10922./F>0.2, 20 VA DE TENSION, ? 15 VA DE CORRIIENTE 192 >5 A.

1.0/. EUIPO DE PROTECCION Y MANIORA........................................................-0

1.0/.01. TALERO GENERAL TECO INCLINADO Y 1 PUERTA RONTAL, RIELDIN,LLAVE TRMICA DE 50 A , ARAZADERAS PARA POSTE DE 12>00.

1.0/.02. MEDIDOR MULTIUNCIÓN ELECTRÓNICO DE ILOS CON PERIL DECARGA

1.0/.0. CAJA METWLICA PORTAMEDIDOR DE -50X-00X250MM, PARA MEDIDOR

MULTIUNCIÓN1.0/.0-. TUO CORRUGADO DE PVC DE [ 1 1>2

1.0/.05. TUO DE .G. DE [1 1>2, LONGITUD M PARA CALE NLT1.0/.0. TIERRA CACRA

1.0/.0. CURVA DE .G. DE [1 1>2, PARA ACOPLE DEL TUO

1.0/.0K. CINTA AN IT DE 1/77

1.0/.0. EILLA PARA CINTA AND IT DE 1/77

1.0/.0/. USILE TIPO CICOTE DE -A

1.0/.10. USILE TIPO CICOTE DE 5A1.0/.11. SECCIONADOR USILE UNIPOLAR T>CUT9OUT 2K>2kV, 100A, 1K0 kV9IL

1.10. CONECTORES Y TERMINALES.......................................................................-0

1.10.01. CONECTOR DE VIAS PARALELAS AL>CU 259120> 259120 772

1.10.02. PLATINA DE CU 50X5X50 PARA AJADA TRAO.

1.10.0. TERMINAL DE CORE TIPO COMPRESION PARA CONDUCTOR NYY DE25772.

CAPITULO III.............................................................................................................. 5/

ESPECIICACIONES TCNICAS DE MONTAJE..............................................................5/

. ESPECIICACIONES TCNICAS DE MONTAJE.......................................................0

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.1.5. D% ' *)8%!&*&;"...................................................................................-

.1.. D% ' A$%8+'$&;"....................................................................................5

2.. MONTAJE ELECTROMECWNICO.....................................................................K

2.01. ORAS PRELIMINARES..................................................................................K

2.01.01. TRAZO Y REPLANTEO

2.02. MONTAJE DE POSTES...................................................................................K

2.02.01. TRANSPORTE DE POSTE DE ALMACN A PUNTO DE IZAJE

2.02.02. EXCAVACIÓN PARA POSTE DE 17 [ 1.0 X 1.K0 MTSF

2.02.0. SOLADO PARA POSTES DE C.A.C. 1 7

2.02.0-. IZAJE Y CIMENTACIÓN DE POSTE DE C.A.C. DE 127

2.02.05. CONSTRUCCIÓN DE MURETE CONORME A PLANOS

2.0. MONTAJE DE ARMADOS................................................................................

2.0.01. ARMADO DV>PA

2.0.02. ARMADO PSECC>PMI

2.0.0. ARMADO SAM

2.0-. INSTALACIÓN DE PUESTA A TIERRA..............................................................

2.0-.01. EXCAVACIÓN DE OYOS PARA POZO A TIERRA DE 1.00 [ X 2.0 MTS

2.0-.02. EXCAVACIÓN PARA POSTE DE 17 [ 1.0 X 1.K0 MTSF

2.0-.0. ELIMINACIÓN DE MATERIAL EXCEDENTE

2.05. MONTAJE DE CONDUCTORES.......................................................................

2.05.01. TENDIDO Y PUESTA EN LECA DE CONDUCTOR AAAC 15 772, PORASE

2.0. PRUEAS Y PUESTA EN SERVICIO.................................................................K0

2.0.01. PRUEA ELCTRICAS

2.0.02. INTERCONEXIÓN DE RED NUEVA CON EXISTENTE

2.0.0. EXPEDIENTE INAL CONORME A ORA

2.0K. PRUEAS Y PUESTA EN SERVICIO.................................................................K0

2.0K.01. SEALIZACIÓN DE ESTRUCTURAS NUMERACIÓN OTORGADA POR ELS,SEAL DE PELIGRO, ASES, P. TIERRA, ETC.F

CAPITULO IV............................................................................................................. K

CWLCULOS JUSTIICATIVOS.......................................................................................K

-. CWLCULOS JUSTIICATIVOS.................................................................................K/

NORMAS APLICALES............................................................................................K/

CARACTERSTICAS DEL SISTEMA...........................................................................K/

-.1. CWLCULOS ELCTRICOS...............................................................................K/

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-.1.1. SELECCIÓN DEL TRANSORMADOR DE DISTRIUCIÓN..........................K/

-.1.2. CWLCULOS ELCTRICOS.........................................................................K/

-.1.. N&% 6% A&*'7&%"+#..............................................................................0

-.1.-. CWLCULOS MECWNICOS PARA MEDIA TENSION......................................15

-.1.5. CWLCULO DE COORDINACIÓN DE LA PROTECCIÓN................................1

-.1.. CB$)# 6% '* 8#+%"$&'* ? $#!!&%"+%* 6% $#!+# $&!$)&+#.........................2

CAPITULO V.............................................................................................................. K

PLANILLA DE MATERIALES........................................................................................ K

CAPITULO VI.............................................................................................................

CRONOGRAMA DE EJECUCIÓN DE ORA...................................................................

CAPITULO VII............................................................................................................./

PLANOS Y DETALLES................................................................................................./

CAPITULO VIII............................................................................................................-0

ANEXOS.................................................................................................................... -0

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CAPITULO I

MEMORIA DESCRIPTIVA




%. MEMORIA DESCRIPTIVA.

3. GENERALIDADES

4. ANTECEDENTES

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6. O,JETIVO

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R&$'!6# S''* G;7% I"=. E%$+!&$&*+'

http://www.monografias.com/trabajos6/juti/juti.shtml

http://www.monografias.com/trabajos/histoconcreto/histoconcreto.shtml

http://www.monografias.com/trabajos4/concreto/concreto.shtml

http://www.monografias.com/trabajos6/juti/juti.shtml

http://www.monografias.com/trabajos/histoconcreto/histoconcreto.shtml

http://www.monografias.com/trabajos4/concreto/concreto.shtml




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5. ALCANCES DEL PRO-ECTO

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9. MÁIMA DEMANDA.

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CUADRO DE MAIMA DEMANDA

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SUTOTAL 2.2K

RESERVA 5

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POTENCIA TOTAL 2.2K

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%&..,ASES LEGALES

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%&.3.PERMISOS AL INICIO DE O,RA.

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%&.4.CORTES DE ENERGA.

%&.4.%. CORTE PROGRAMADO POR LA EMPRESA CONSECIONARIA.

L' %78!%*' $#"$%*&#"'!&' 6%"+!# 6% *)* +!'4'@#* 8!%&7&"'!%* 6% 7'"+%"&7&%"+#? +!'4'@#* 8!%&#* 6% ' #"' %3%$+)'!' $#!+%* 6% %"%!=(', %" ' T%!"' 6#"6%$#!!%*8#"6' % 8!#?%$+#. E $#"+!'+&*+' %@%$)+#! 6% #4!' %*8%!'!' ' $#"]!7'$&;"6% ' *#&$&+)6 %3%$+)'6' 8'!' H)% 8)%6' 8!#=!'7'!*% ? %3%$+)'! #* +!'4'@#*.

%&.4.. PAGOS POR COMPESACION DE ENERGIA

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%&.4.3. PROCEDIMIENTOS PARA EL CORTE.

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%&. DESCRIPCI$N DE LOS TRA,AJOS A EJECUTAR.

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%&.0.CARACTERSTICAS PRINCIPALES DE EUIPAMIENTO DELPRO-ECTO

11. EQUIPAMIENTO PRINCIPAL

A.- RED PRIMARIA.

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B.- SUBESTACIÓN DE DISTRIBUCIÓN

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C.- SISTEMA DE MEDICIÓN EN MEDIA TENSIÓN.RELACION TENSION CORRIENTE.

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D.- SOPORTES

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DESCRIPCION ESPECI)ICACIONES CANTIDADPoF#! C.A.C. 1>-00>2>10>K5 2Cr"!# !"o<"r!#o C.A.V.

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E.- FERRETERIA

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F.- PUESTA A TIERRA

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%&.6.,ASES DE CÁLCULO.

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%. NIVEL DE TENSION

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%4. DISTANCIAS DE SEGURIDAD

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%.%..3. CUADERNO DE O,RA.

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%.%..4. ORGANIGRAMA DEL CONTRATISTA.

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%.%.3. LE-ES SOCIALES.

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%.%.4. SEGURIDAD E *IGIENE.

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%.%.0. ESPECI)ICACIONES T+CNICAS DE LA EJECUCI$N.

%.%.0.%. E JECUCI$N DE LOS TRA,AJOS.

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%.%.0.. MONTAJE DE PARTES IMPORTANTES.

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%.%.0.0. REC*AZOS.

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%.%.0.6. DA/OS DE LA O,RA.

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%.%.0.2. DA/OS - PERJUICIOS A TERCEROS.

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%.%.0.5. PROTECCI$N DEL MEDIO AM,IENTE.

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%.%.0.9. VIGILANCIA - PROTECCI$N DE LA O,RA.

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%.%.0.%&. LIMPIEZA.

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%.%.6. ESPECI)ICACIONES T+CNICAS DE LA SUPERVISI$N DE LA O,RA.

%.%.6.%. E JECUTOR.

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%.%.6.. INSPECTOR.

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%.%.6.3. DIRECCI$N DE TRA,AJO.

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%.%.6.4. DE LA EJECUCI$N DE LA O,RA.

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%.%. ESPECI)ICACIONES T+CNICAS DE SUMINISTRO DE MATERIALES

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TRANSPORTE

)LETE TERRESTRE

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0 SUMINISTRO DE MATERIA1ES

0.0 POSTE 2 CRUCETAS

0.0.0. POSTE DE C.A.C. DE 03456640764389 :i"&lu$e Perilla;

A.- N ORMAS APLICABLES

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B.- C ONDICIONES AMBIENTALES

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DESCRIPCION:

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DESCRIPCI$N.

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0.3 AI1ASDORES0.3.0 AIS1ADOR PO1IMERICO TIPO PIN+ <7 G=+ INC1U2E SOPORTE F DE

0mm :947; + <<9 mm 1o"H

DESCRIPCI$N

L#* '&*'6#!%* 8#&7!&$#* *#" 6% 100 8#&7!&$#* 6% =#7' *&&$;" '"+%* 6%8!#$%*# 6% '=!'6# 6% '6&+&#*. A*( 7&*7# &"$)?% *) %*8&='.

CARACTERSTICAS T+CNICAS.

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A.- NC1EO.

E "$%# *%!B 6% ]4!' 6% &6!&# !%3#!'6' $#" !%*&"' %8;&$' 6% '+' 6)!%',!%*&*+%"+% ' #* B$&6#* ?, 8#! +'"+#, ' ' !#+)!' 3!B=&< +%"6!B 3#!7' $&("6!&$' ?%*+'!B 6%*+&"'6# ' *#8#!+'! ' $'!=' 7%$B"&$' '8&$'6' ' '&*'6#!. E "$%#6%4%!B %*+'! &4!% 6% 4)!4)@'* 6% '&!%, *)*+'"$&'* %+!'^'* # 6%3%$+#* 6%3'4!&$'$&;".

A.- RECUBRIMIENTO DE1 NC1EO.

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B.- A1ETAS AIS1ANTES.

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C.- JERRAKES E/TREMOS.

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D.- RELUERIMIENTOS DE CA1IDAD.

E '4!&$'"+% 6%4%!B 7'"+%"%! )" *&*+%7' 6% $'&6'6 H)% $)78' $#" #*

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E.- CONDICIONES DE OPERACIÓN DE1 SISTEMA

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TA,LA DE DATOS T+CNICOS AISLADOR POLIM+RICOS TIPO PIN

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CARACTERSTICAS UND

VALOR REUERIDO

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VBor!F 8!"?<>"oF:M<>8 "rK 8!"?<>" ! W!H>=<7"<#>B!@!r F#r!K#

kN 10

Pr!F ! D>F!o S%=" $B)*)' 5 6%IEC 110/

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NORMAS A CUMPLIR

E *)7&"&*+!# $)78&!B $#" ' +&7' %!*&;" 6% '* *&=)&%"+%* "#!7'*:

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DIN 550- : D%+%!7&"'+&#" #3 +%"*&% *+!%**>*+!'&" 8!#8%!+&%* #3!)44%!

IEC 1-91 : C#78#*&+% *+!&"= &"*)'+#! )"&+* 3#! #%!%'6 &"%*h&+ ' "#7&"' #+'=% =!%'+%! +'" 1000 V 9 P'!+ 1: S+'"6'!6 *+!%"=+$'**%* '"6 %"6 ]++&"=*.

IEC 1-92 : C#78#*&+% *+!&"= &"*)'+#! )"&+* 3#! #%!%'6 &"%*h&+ ' "#7&"' #+'=% =!%'+%! +'" 1000 V 9 P'!+ 2: D&7%"*&#"' '"6%%$+!&$' $'!'$+%!&*+&$*.

IEC 00K191 : I"*)'+&#" $#9#!6&"'+&#" 9 P'!+ 1: D%]"&+&#"*, 8!&"$&8%*'"6 !)%*.

IEC 092 : I"*)'+#!* 3#! #%!%'6 &"%* h&+ ' "#7&"' #+'=%'4#% 1000 V9 P'!+ 2: I"*)'+#! *+!&"=* '"6 &"*)'+#! *%+* 3#! A.C. *?*+%7*9 6%]"&+&#"*, +%*+ 7%+#6* '"6 '$$%8+'"$% $!&+%!&'

IEC 015 : G)&6% 3#! +% *%%$+&#" #3 &"*)'+#!* &" !%*8%$+ #38#)+%6 $#"6&+&#"*

ASTM G 15- : S+'"6'!6 8!'$+&$% 3#! #8%!'+&"= _)#!%*$%"+ &=+'88'!'+)* 3#! UV %8#*)!% #3 "#"7%+'&$ 7'+%!&'*.

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ASTM G 155 : S+'"6'!6 8!'$+&$% 3#! #8%!'+&"= %"#" '!$ &=+'88'!'+)* 3#! %8#*)!% #3 "#"97%+'&$ 7'+%!&'*.

ASTM A 15>A 15 M : S+'"6'!6 *8%$&]$'+&#" 3#! &"$ $#'+&"=

#+96&8F #" &!#" '"6 *+%% '!6h'!%.ANSI C2/.11 : AMERICAN NATIONAL STANDARD OR COMPOSITESUSPENSIÓN INSULATORS OROVEREAD TRANSMISSION LINES TESTS

CARACTERSTICAS T+CNICAS

".%. N"B!o

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".. R!"r>8>!<#o !B <"B!o

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".3. AB!#F >FB<#!FL'* '%+'* '&*'"+%* *%!B", +'74&" &6!;3)=#* 6% =#7' 6% *&&$;", ? %*+'!B"]!7%7%"+% )"&6#* ' ' $)4&%!+' 6% $&&"6!# 6% ]4!' 6% &6!&# 8#! 7#6%# $#7#8'!+% 6% ' $)4&%!+'< 8!%*%"+'!B" 6&B7%+!#* &=)'%* # 6&3%!%"+%* ? +%"6!B",8!%3%!%"+%7%"+%, )" 8%!] 6&*%^'6# 6% '$)%!6# $#" '* !%$#7%"6'$&#"%* 6% 'N#!7' IEC 15.

L' #"=&+)6 6% ' ("%' 6% 3)=' !%H)%!&6' 6%4%!B #=!'!*% $#" % "%$%*'!&#"7%!# 6% '%+'*.

E !%$)4!&7&%"+# ? '* '%+'* *%!B" 6% $##! =!&*.

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REUERIMIENTOS DE CALIDAD

E '4!&$'"+% 6%4%!B 7'"+%"%! )" *&*+%7' 6% $'&6'6 H)% $)78' $#" #*!%H)%!&7&%"+#* 6% ' N#!7' ISO /001, # $)' 6%4%!B *%! 8!#4'6# 8#! )"

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M+TODO DE MEDICI$N:

L' )"&6'6 6% 7%6&6' %*: JUEGO JGOF

)ORMA DE PAGO:

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AISLADOR POLIMRICO TIPO SUSPENSIÓN

N CARACTERSTICAS UNIDAD VALOR VALOR

REUERIDO GARANTIZADO

cF

1.0 ARICANTE

2.0 NUMERO O CODIGO DEL CATALOGO DELARICANTE

.0 MODELO O CODIGO DEL AISLADOR

-.0 NORMAS APLICALES IEC9110/

ANSI92/.11

TENSIÓN DE DISEO kV

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K.1 ERRAJES

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MATERIAL DE LOS ERRAJES A$%!# 3#!@'6# # &%!!#7'%'4%

ERRAJE EXTREMO DE ESTRUCTURA #!H)&' C%&*F

N CARACTERSTICAS UNIDAD VALOR VALOR

REUERIDO GARANTIZAD0cF

K. NORMA DE GALVANIZACIÓN ASTM 15

K.- DIMENSIONES Y MASA

.0 LONGITUD DE LA LNEA DE UGA M7 /00

DISTANCIA DE ARCO EN SECO 77 2/0

.1 LONGITUD TOTAL M7 --0

DIWMETRO MNIMO DEL NeCLEO M7

/.0 NUMERO DE ALETAS /

DIWMETRO DE CADA ALETA M7 102 9/2

/.1 ESPACIAMIENTO ENTRE CAMPANAS M7

VALORES DE RESISTENCIA MECWNICA

/.2 ESUERZO DE TENSION MAXIMA SMLF kN K0

ESUERSO DE TENSION DE PRUEA RTLF

ESUERZO DE TENSION

PESO

N

N97

=.

5

0

1.-

TENSIONES ELCTRICAS DE PRUEA

AL IMPULSO

9 POSITIVA kV 220

9 NEGATIVA kV 2-1

/. TENSION DE LAMEO A AJA RECUENCIA

9 EN SECO A 0 kV 1-

10.0 9 AJO LLUVIA kV 112

11.0 9 LINEA DE UGA M7 /00

12.0

9 CLASE DE CONTAMINACION IEC 15 III

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0.5 ACCESORIOS DE AI1ASDORES0.5.0 ESPIA PARA =RTICE DE POSTE DE A+ 345 966 mm 1o"H+

INC1U2E DOS PERNOS MALUINADOS DE 0@ mm :7;.

ALCANCE:

A $#"+&")'$&;" *% 6%+''!' '* $'!'$+%!&*&+$'* 6% ' %*8&=':

M+TODO DE MEDICI$N:

L' )"&6'6 6% 7%6&6' %*: UNIDAD UNDF.

)ORMA DE PAGO:

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TIPO U-BO1TS

DESCRIPCI$N:

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DESCRIPCION

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TA,LA DE DATOS T+CNICOS

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PRUEBAS T IPO

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PRUEBAS DE ACEPTACIÓN

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PRUEBAS DE RUTINA DE MATERIA1ES

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DEFECTOS

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3%. CUADERNO DE O,RA

E C#"+!'+&*+' 6%4%!B %'! ' 6(', )" $)'6%!"# 6% #4!', 6#"6% 6%4%!B '"#+'! '*#$)!!%"$&'* &78#!+'"+%* H)% *% 8!%*%"+%" 6)!'"+% % 6%*'!!## 6% #* +!'4'@#*,'*( $#7# #* '$)%!6# 6% !%)"&#"%* %3%$+)'6'* %" #4!' %"+!% % C#"+!'+&*+' ? 'S)8%!&*&;".

E C)'6%!"# 6% O4!' *%!B 6%4&6'7%"+% 3#&'6# ? %='&'6# #@' 8#! #@'.

C'6' #@' #!&=&"' +%"6!B +!%* $#8&'*, ? *% 6&*+!&4)&!B" 6% ' *&=)&%"+% 3#!7':

− O!&=&"' : C)'6%!"# 6% O4!'.− 1!'. $#8&' : E P!#8&%+'!&#.− 26'. $#8&' : L' S)8%!&*&;".− !'. $#8&' : E C#"+!'+&*+'.

T#6'* '* '"#+'$&#"%* *%!B" %$'* %" &6&#7' C'*+%'"#, 6%4&%"6# *%! ]!7'6'*8#! !%8!%*%"+'"+%* ')+#!&'6#* 6% C#"+!'+&*+' ? ' S)8%!&*&;".

R&$'!6# S''* G;7% I"=. E%$+!&$&*+'




C)'"6# '* $&!$)"*+'"$&'* '*( # 8!#8&$&%", %*+% $)'6%!"# 8#6!B *%! +'74&")+&&'6# 8'!' $#7)"&$'$&#"%* %"+!% % C#"+!'+&*+' ? ' S)8%!&*&;".

D% %*+' 7'"%!' H)%6' %*+'4%$&6# H)% +#6'* '* $#7)"&$'$&#"%* *%!B" %$'*%" 3#!7' %*$!&+' ? "# +%"6!B" '&6% '* &"6&$'$&#"%* %!4'%*.

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3. DEL PERSONAL

33. ORGANIGRAMA DEL CONTRATISTA

E C#"+!'+&*+' 8!%*%"+'!B ' ' SUPERVISION )" O!='"&=!'7' 6% +#6# "&%.

E*+% #!='"&=!'7' 6%4%!B $#"+%"%! 8'!+&$)'!7%"+%:

− N#74!%* ? $'&]$'$&#"%* 6% # 6% #* !%8!%*%"+'"+%* $'&]$'6#* ?'4&&+'6#* 8'!' !%*#%! $)%*+&#"%* +$"&$'* ? '67&"&*+!'+&'* !%'+&'* ' '#4!'.

− N#74!% ? $'&]$'$&#"%* 6% # 6% #* &"=%"&%!#* 6% 7#"+'@%.− N#74!% ? $'&]$'$&#"%* 6% # 6% #* @%3%* 7#"+'6#!%*.

E C#"+!'+&*+' 6%4%!B $#7)"&$'! ' ' SUPERVISION 6% $)'H)&%! $'74&# %" *)#!='"&=!'7'.

34. DESEMPE/O DEL PERSONAL

E +!'4'@# 6%4% *%! %@%$)+'6# %" 3#!7' %]$&%"+% 8#! 8%!*#"' &6;"%#,

%*8%$&'&'6# ? 6%4&6'7%"+% $'&]$'6# 8'!' %'!# ' $'4# 6% '$)%!6# $#" #*6#$)7%"+#* $#"+!'$+)'%*.

E C#"+!'+&*+' $)&6'!B, 8'!+&$)'!7%"+%, 6% 7%@#! %"+%"6&7&%"+# $#" 8%!*#"'* #]!7'* H)% $#'4#!%" %" ' %@%$)$&;" 6% ' O4!', 6% 7'"%!' 6% +#7'! '*7%6&6'* "%$%*'!&'* 8'!' %&+'! #4&='$&#"%* ? !%*8#"*'4&&6'6%* 7' 6%]"&6'*.

A *#&$&+)6 6% ' S)8%!&*&;", % C#"+!'+&*+' 6%*8%6&!B ' $)'H)&%! 8%!*#"'6%*#!6%"'6', 8%&=!#*', &"*)4#!6&"'6', &"$#78%+%"+% # H)% +%"=' #+!#* 6%3%$+#*' @)&$&# 6% ' S)8%!&*&;". T'%* 6%*+&+)$&#"%* "# 8#6!B" *%!&! 6% 4'*% '!%$'7#* # &"6%7"&'$&#"%* $#"+!' % P!#8&%+'!&# # ' S)8%!&*&;".

30. LE-ES SOCIALES

E C#"+!'+&*+' *% #4&=' ' $)78&! +#6'* '* 6&*8#*&$&#"%* 6% ' L%=&*'$&;" 6% T!'4'@# ? 6% ' S%=)!&6'6 S#$&'.

36. SEGURIDAD E *IGIENE

E C#"+!'+&*+' 6%4%!B #4*%!'! +#6'* '* %?%*, !%='7%"+#*, 7%6&6'* ?8!%$')$&#"%* H)% *%'" "%$%*'!&'* 8'!' %&+'! H)% *% 8!#6)$'" $#"6&$&#"%*&"*')4!%* %" ' #"' 6% #* +!'4'@#* ? %" *)* '!%6%6#!%*.

E" +#6# +&%78#, % C#"+!'+&*+' 6%4%!B +#7'! '* 7%6&6'* ? 8!%$')$&#"%*"%$%*'!&'* 8'!' ' *%=)!&6'6 6% #* +!'4'@'6#!%*, 8!%%"&! ? %&+'! '$$&6%"+%*, ?8!%*+'! '*&*+%"$&' ' *) P%!*#"', !%*8%+'"6# #* R%='7%"+#* 6% S%=)!&6'6

V&=%"+%*.

32. DE LA EJECUCI$N

35. E JECUCI$N DE LOS TRA,AJOS

T#6' ' O4!' #4@%+# 6% C#"+!'+# *%!B %@%$)+'6' 6% ' 7'"%!' 8!%*$!&+' %" #*6#$)7%"+#* $#"+!'$+)'%* ? %" 6#"6% "# *%' 8!%*$!&+', 6% '$)%!6# $#" *)*6&!%$+&'* 6% ' SUPERVISIÓN.

E C#"+!'+&*+' "# 8#6!B %3%$+)'! "&"=" $'74&#, 7#6&]$'$&;" # !%6)$$&;" %" '%+%"*&;" 6% ' #4!' $#"+!'+'6' *&" %8!%*' ')+#!&'$&;" %*$!&+' 6% 'SUPERVISIÓN.

39. MONTAJE DE PARTES IMPORTANTES

R&$'!6# S''* G;7% I"=. E%$+!&$&*+'




E C#"+!'+&*+' ? ' SUPERVISIÓN '$#!6'!B" '"+%* 6% &"&$&# 6% 7#"+'@%, '* 8'!+%*# 8&%'* &78#!+'"+%* $)?# 7#"+'@% !%H)&%!% 6% ')+#!&'$&;" 6% ' SUPERVISIÓN.

N&"=)"' 8'!+% # 8&%' &78#!+'"+% 6% %H)&8# 8#6!B *%! 7#"+'6' *&" H)% %C#"+!'+&*+' '?' *#&$&+'6# ? #4+%"&6# 6% ' SUPERVISIÓN ' ')+#!&'$&;" 6% H)%' 8'!+% # 8&%' %" $)%*+&;" 8)%6% *%! 7#"+'6'. L' SUPERVISIÓN 6'!B '')+#!&'$&;" %*$!&+' ' ' 4!%%6'6, *'# !'#"%* H)% @)*+&]H)%" )"'

8#*+%!='$&;" 6% ' 7&*7'.

4&. *ERRAMIENTAS - EUIPOS DE CONSTRUCCI$N

E C#"+!'+&*+' *% $#78!#7%+% ' 7'"+%"%! %" % *&+&# 6% ' #4!', 6% '$)%!6# $#"#* !%H)%!&7&%"+#* 6% ' 7&*7', %H)&8# 6% $#"*+!)$$&;" ? 7#"+'@% '6%$)'6# ?*)]$&%"+%, % $)' 6%4%!B 7'"+%"%!*% 8%!7'"%"+%7%"+% %" $#"6&$&#"%*#8%!'+&'*.

4%. CAM,IOS - MODI)ICACIONES

L' S)8%!&*&;" +&%"% % 6%!%$# 6% #!6%"'!, 8#! %*$!&+#, ' C#"+!'+&*+' 7%6&'"+%)"' ORDEN DE CAMIO ' '+%!'$&;", 7#6&]$'$&;", $'74&#, '6&$&;", 6%6)$$&;" #

$)'H)&%! #+!' 3#!7' 6% '!&'$&;" 6% )"' # 7B* 8'!+%* 6% ' #4!'.S% %"+&%"6% 8#! ORDEN DE CAMIO ' H)% *% !%]%!% ' $'74&# # 7#6&]$'$&;" H)%' SUPERVISIÓN $#"*&6%!% +$"&$'7%"+% "%$%*'!&' &"+!#6)$&!.

E C#"+!'+&*+' 6%4%!B %'! ' $'4#, *&" 6%7#!' '=)"', '* 7#6&]$'$&#"%*#!6%"'6'*. L' 6&3%!%"$&' %" 8!%$&# 6%!&'6' 6% '* 7#6&]$'$&#"%* *%!B '^'6&6' #6%6)$&6' 6% P!%$&# 6% C#"+!'+#, *%=" % $'*#. E 7#"+# 6% ' 6&3%!%"$&' *%!B$'$)'6# 6% '$)%!6# $#" #* 8!%$&#* 6% M%+!'6# ? P!%*)8)%*+# 6% C#"+!'+#,6#"6% *%' '8&$'4%< %" +#6# $'*#, *%!B 6%+%!7&"'6# 6% $#7" '$)%!6#, %"+!% 'SUPERVISIÓN ? % CONTRATISTA.

4. REC*AZOS

S& %" $)'H)&%! 7#7%"+# '"+%!&#! ' ' A$%8+'$&;" P!#&*&#"', ' SUPERVISIÓN%"$#"+!'*% H)%, ' *) @)&$&#, $)'H)&%! 8'!+% 6% ' O4!', *)7&"&*+!# # 7'+%!&'%78%'6# 8#! % C#"+!'+&*+' # 8#! $)'H)&%! *)4$#"+!'+&*+', %* # *#" 6%3%$+)#*#*# %*+B" %" 6%*'$)%!6# $#" #* 6#$)7%"+#* $#"+!'$+)'%*, '&*'!B ' C#"+!'+&*+'8'!' H)% *+% 6&*8#"=' 6% ' 8'!+% 6% ' #4!', 6% *)7&"&*+!# # 6% 7'+%!&'&78)="'6# 8'!' *) !%%78'# # !%8'!'$&;".

E C#"+!'+&*+', %" % 7B* 4!%% '8*# ? ' *) $#*+#, 6%4%!B *)4*'"'! '*6%]$&%"$&'*. T#6'* '* 8&%'* # 8'!+%* 6% !%%78'# 6%4%!B" $)78&! $#" '*8!%*$!&8$&#"%* 6% ='!'"+(' ? %*+'! $#"3#!7%* $#" #* 6#$)7%"+#* $#"+!'$+)'%*.

E" $'*# H)% % C#"+!'+&*+' "# $)78&%!' $#" # 7%"$&#"'6# '"+%!&#!7%"+%, E

P!#8&%+'!&# 8#6!B %3%$+)'! ' '4#! H)% 6%4&; !%'&'! % C#"+!'+&*+' $'!='"6# #*$#*+#* $#!!%*8#"6&%"+%* ' %*+% +&7#.

43. DA/OS DE O,RA

E C#"+!'+&*+' *%!B !%*8#"*'4% 6% #* 6'^#* # 8!6&6'* 6% $)'H)&%! "'+)!'%' ?H)% 8#! $)'H)&%! $')*' 8)%6' %8%!&7%"+'! ' O4!' '*+' *) A$%8+'$&;"P!#&*&#"', %+%"6&"6#*% +' !%*8#"*'4&&6'6 ' #* $'*#* "# &78)+'4%* 'C#"+!'+&*+'.

E" +' *%"+&6#, 6%4%!B '*%=)!'! ' #4!' '6%$)'6'7%"+% ? %" +&%78# #8#!+)"#$#"+!' +#6# !&%*=# '*%=)!'4% ? *&" 8!%@)&$&# 6% # %*+&8)'6# %" % C#"+!'+# *#4!%+' !%*8#"*'4&&6'6.

44. DA/OS - PERJUICIOS A TERCEROS

R&$'!6# S''* G;7% I"=. E%$+!&$&*+'




E C#"+!'+&*+' *%!B % "&$# !%*8#"*'4% 6% '* !%$'7'$&#"%* 6% $)'H)&%!$'!B$+%! ' H)% )4&%!' )='! 8#! #* 6'^#* $')*'6#* ' '* 8%!*#"'* # 8!#8&%+'!&#*8#! "%=&=%"$&' %" % +!'4'@# # $)'H)&%! $')*' H)% % *%' &78)+'4%< 6%4%!B, %"$#"*%$)%"$&', !%8'!'! ' *) $#*+# % 6'^# # 8%!@)&$&# #$'*&#"'6#.

40. PROTECCI$N DEL MEDIO AM,IENTE

E C#"+!'+&*+' 8!%*%!'!B ? 8!#+%=%!B +#6' ' %=%+'$&;" +' $#7# B!4#%*,'!4)*+#* ? &%!4'*, H)% %&*+' %" % S&+&# 6% ' O4!' # %" #* '6?'$%"+%* ? H)%,%" #8&"&;" 6% ' SUPERVISIÓN, "# #4*+'$)&$% ' %@%$)$&;" 6% #* +!'4'@#*.

E C#"+!'+&*+' +#7'!B 7%6&6'* $#"+!' % $#!+% ? 6%*+!)$$&;" H)% $')*% *)8%!*#"' ? $#"+!' #* 6'^#* H)% 8!#6)$'" #* %$%*#* # 6%*$)&6#* %" '*#8%!'$&#"%* 6% %H)&8# 6% $#"*+!)$$&;" ? ' '$)7)'$&;" 6% 7'+%!&'%*.

E C#"+!'+&*+' %*+'!B #4&='6# ' !%*+')!'!, $#78%+'7%"+% ' *) $#*+#, '%=%+'$&;" H)% *) 8%!*#"' # %H)&8# %78%'6# %" ' O4!', )4&%*% 6%*+!)&6# #6'^'6# &""%$%*'!&'7%"+% # 8#! "%=&=%"$&'.

46. VIGILANCIA - PROTECCI$N DE LA O,RA

E C#"+!'+&*+' 6%4%, %" +#6# 7#7%"+#, 8!#+%=%! ? $#"*%!'! '* &"*+''$&#"%*,%H)&8#*, 7'H)&"'!&'*, &"*+!)7%"+#*, 8!#&*&#"%*, 7'+%!&'%* ? %3%$+#* 6%$)'H)&%! "'+)!'%', '*( $#7# +'74&" +#6' ' #4!' %@%$)+'6', '*+' *)A$%8+'$&;" P!#&*&#"', &"$)?%"6# % 8%!*#"' 6% &=&'"$&' 6&)!"' ? "#$+)!"' 6%B!%' 6% $#"*+!)$$&;".

L#* !%H)%!&7&%"+#* %$#* 8#! ' SUPERVISION ' C#"+!'+&*+' '$%!$' 6% '8!#+%$$&;" '6%$)'6' H)% '?' H)% 6'!*% ' )" 6%+%!7&"'6# %H)&8# # 7'+%!&',6%4%!B" *%! '+%"6&6#*.

S&, 6% '$)%!6# $#" '* &"*+!)$$&#"%* 6% ' SUPERVISION, '* &"*+''$&#"%*,%H)&8#*, 7'H)&"'!&'*, &"*+!)7%"+#*, 8!#&*&#"%*, 7'+%!&'%* ? %3%$+#*

7%"$&#"'6#* "# *#" 8!#+%=&6#* '6%$)'6'7%"+% 8#! % C#"+!'+&*+', E P!#8&%+'!&#+%"6!B 6%!%$# ' '$%!#, $'!='"6# % $#!!%*8#"6&%"+% $#*+# ' C#"+!'+&*+'.

58. 1IMPIE>A

E C#"+!'+&*+' 6%4%!B 7'"+%"%! %" +#6# 7#7%"+#, % B!%' 6% ' $#"*+!)$$&;",&"$)?%"6# #* #$'%* 6% '7'$%"'7&%"+# )*'6#* 8#! , &4!%* 6% +#6''$)7)'$&;" 6% 6%*8%!6&$&#* # 4'*)!'. A"+%* 6% ' A$%8+'$&;" P!#&*&#"' 6% 'O4!' 6%4%!B !%+&!'! +#6'* '* %!!'7&%"+'*, %H)&8#*, 8!#&*&#"%* ? 7'+%!&'%* 6%*) 8!#8&%6'6, 6% 7#6# H)% 6%@% ' #4!' ? % B!%' 6% $#"*+!)$$&;" %" $#"6&$&#"%*6% '*8%$+# ? &78&%' *'+&*3'$+#!&#*.

E" $'*# 6% H)% % C#"+!'+&*+' "# $)78' %*+' #4&='$&;", E P!#8&%+'!&# 8#6!B

%3%$+)'! ' &78&%' ' %8%"*'* 6% C#"+!'+&*+'. L#* ='*+#* #$'*&#"'6#* #*6%6)$&!B 6% $)'H)&%! *'6# H)% '6%)6% ' C#"+!'+&*+'.

45. DE LA SUPERVISI$N

49. SUPERVISI$N DE LA O,RA

L' O4!' *% %@%$)+'!B 4'@# )"' 8%!7'"%"+% *)8%!&*&;"< %* 6%$&!, %*+'!B$#"*+'"+%7%"+% *)@%+' ' ' &"*8%$$&;" ? ]*$'&'$&;" 6% &"=%"&%!#* !%*8#"*'4%*' ]" 6% '*%=)!'! % %*+!&$+# $)78&7&%"+# 6% #* 6#$)7%"+#* $#"+!'$+)'%*.

L' '4#! 6% *)8%!&*&;" 8#6!B *%! %$' 6&!%$+'7%"+% 8#! E P!#8&%+'!&#, ' +!'*6% )" C)%!8# %*8%$&'7%"+% 6%*&="'6# 8'!' +' ]", # 4&%" 8#! )"' %78!%*'

C#"*)+#!' $#"+!'+'6' 8'!' +' ]". E" +#6# $'*#, E P!#8&%+'!&# $#7)"&$'!B 'C#"+!'+&*+' % "#74!% 6% #* &"=%"&%!#* !%*8#"*'4%* 6% ' S)8%!&*&;" H)&%"%*

R&$'!6# S''* G;7% I"=. E%$+!&$&*+'




%*+'!B" '4&&+'6#* 8'!' !%*#%! '* $)%*+&#"%* +$"&$'* ? '67&"&*+!'+&'*!%'+&'* ' ' #4!', ' "#74!% 6% P!#8&%+'!&#.

0&. RESPONSA,ILIDAD DE LA O,RA

L' 8!%*%"$&' 6% ' S)8%!&*&;" %" '* #8%!'$&#"%* 6% C#"+!'+&*+' "# !%%' '*+%, %" "&"=" $'*# "& %" "&"=" 7#6#, 6% *) !%*8#"*'4&&6'6 8#! ' $'4' ?

'6%$)'6' %@%$)$&;" 6% '* #4!'* 6% '$)%!6# $#" #* 6#$)7%"+#* $#"+!'$+)'%*.A*&7&*7#, ' '8!#4'$&;", 8#! 8'!+% 6% ' *)8%!&*&;", 6% 6#$)7%"+#* +$"&$#*8'!' ' %@%$)$&;" 6% +!'4'@#*, "# !%%' ' C#"+!'+&*+' 6% *) !%*8#"*'4&&6'6 8#!' $#!!%$+' %@%$)$&;" ? 3)"$&#"'7&%"+# 6% '* &"*+''$&#"%* 6% 8!#?%$+#.

0%. O,LIGACIONES DEL CONTRATISTA

E C#"+!'+&*+' %*+'!B #4&='6# ' 7'"+%"%! &"3#!7'6# ' ' S)8%!&*&;" $#" '6%4&6' ? "%$%*'!&' '"+&$&8'$&;", '$%!$' 6% *) &"7%6&'+# 8!#=!'7' 6% +!'4'@# ?6% $'6' )"' 6% *)* #8%!'$&#"%*, %" #* +!7&"#* ? 8'#* 8!%*$!&+#* %" #*6#$)7%"+#* $#"+!'$+)'%*.

0. )ACILIDADES DE INSPECCI$N

L' S)8%!&*&;" +%"6!B '$$%*# ' ' #4!', %" +#6# +&%78#, $)'H)&%!' *%' % %*+'6#%" H)% *% %"$)%"+!%, ? % C#"+!'+&*+' 6%4%!B 8!%*+'!% +#6' $'*% 6% 3'$&&6'6%*8'!' % '$$%*# ' ' #4!' ? *) &"*8%$$&;". A %*+% ]", % C#"+!'+&*+' 6%4%!B:

'. P%!7&+&! % *%!&$&# 6% *)* %78%'6#* ? % )*# 6% *) %H)&8# ? 7'+%!&'"%$%*'!&# 8'!' ' &"*8%$$&;" ? *)8%!&=&'"$&' 6% ' #4!'.

4. P!#%%! ? 7'"+%"%! %" 8%!3%$+'* $#"6&$&#"%* +#6'* '* 7'!$'*, *%^'%* ?!%3%!%"$&'* "%$%*'!&'* 8'!' ' %@%$)$&;" % &"*8%$$&;" 6% ' #4!'.

$. P!%*+'! %" =%"%!', +#6'* '* 3'$&&6'6%* ? #* %%7%"+#* '6%$)'6#* 6%H)% 6&*8#"%, ' ]" 6% H)% ' &"*8%$$&;" *% %3%$+% %" ' 3#!7' 7B* *'+&*3'$+#!&',#8#!+)"' ? %]$'.

03. DE LA ACEPTACI$N

04. PROCEDIMIENTO GENERAL

P'!' ' '$%8+'$&;" 6% ' #4!' 8#! 8'!+% 6% ' S)8%!&*&;", #* %H)&8#* %&"*+''$&#"%* *%!B" #4@%+# 6% 8!)%4'* ' +!7&"# 6% 7#"+'@% !%*8%$+&#.

E" 8!&7%! )='!, *% '!B" '* 8!)%4'* *&" +%"*&;" 6% *&*+%7' 8!)%4'* %"4'"$#F. D%*8)* 6% $#"$)&6'* %*+'* 8!)%4'*, *% '!B" '* 8!)%4'* %" *%!&$&#,

8'!' % $#"@)"+# 6% ' #4!'.D%*8)* 6% '4%!*% %@%$)+'6# '* 8!)%4'* ' *'+&*3'$$&;" 6% ' S)8%!&*&;" '#4!' *%!B 8)%*+' %" *%!&$&#, %" 3#!7' $#7%!$&', 8%!#, $#" $'!B$+%!%8%!&7%"+' 8#! )" 8%!(#6# 6% )" 7%*, ' $'4# 6% $)' *% 8!#6)$&!B 'A$%8+'$&;" P!#&*&#"' 6% ' O4!'.

L' A$%8+'$&;" P!#&*&#"' 6%+%!7&"'!B % &"&$&# 6% P%!(#6# 6% G'!'"+(' 6% )" '^#' $)?' $#"$)*&;" *% 8!#6)$&!B ' A$%8+'$&;" D%]"&+&' 6% ' O4!'.

00. PRUE,AS EN ,LANCO

C)'+!# -F *%7'"'* '"+%* 6% ' 3%$' 8!%&*+' 8'!' % +!7&"# 6% M#"+'@% 6% '

O4!', % C#"+!'+&*+' "#+&]$'!B 8#! %*$!&+# ' ' SUPERVISION 6% &"&$&# 6% '*8!)%4'*, !%7&+&"6#% +!%* $#8&'* 6% #* 6#$)7%"+#* &"6&$'6#* ' $#"+&")'$&;":

'. U" 8!#=!'7' 6%+''6# 6% '* 8!)%4'* ' %3%$+)'!*%.

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06. PRUE,A DE PUESTA EN SERVICIO

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02. OPERACI$N EPERIMENTAL - ACEPTACI$N PROVISIONAL

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05. PERODO DE GARANTA - ACEPTACI$N DE)INITIVA

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<. MONTAKE E1ECTROMECANICO

<.0. OBRAS PRE1IMINARES

R&$'!6# S''* G;7% I"=. E%$+!&$&*+'




<.0.0. TRA>O 2 REP1ANTEO

E C#"+!'+&*+' *%!B !%*8#"*'4% 6% %3%$+)'! +#6#* #* +!'4'@#* 6% $'78#"%$%*'!&#* 8'!' !%8'"+%'! ' )4&$'$&;" 6%:

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M+TODO DE MEDICI$N

L' )"&6'6 6% 8'=# %* 8#! 7%* 7%*F

)ORMA DE PAGO METRO

<.<. MONTAKE E1ECTROMECANICO

<.<.0. TRANSPORTE DE POSTE DE A1MACN A PUNTO DE I>AKEDESCRIPCION

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

EUIPOS

S% )*'!B $'7&;" =!' 6% T".

M+TODO DE MEDICI$N

L' )"&6'6 6% 8'=# %* 8#! 7%* 7%*F


<.<.<. E/CA=ACIÓN PARA POSTE DE 03m : 0.6 / 0.86 MTS;

D!F"r>;">=<:

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<.<.3. SO1ADO PARA POSTES DE C.A.C. 03 m

SOLADO DE CONCRETOA"+%* 6% &'! % 8#*+% *% $#"*+!)&!B )" *#'6# 6% $#"$!%+# $#" %*8%*#! 6% 10 $7.E *#'6# *%!B 6% $#"$!%+# %" 8!#8#!$&;" 1:10, $#"3#!7'6# 8#! $%7%"+# +&8# I,'!%"' ? 8&%6!'. L' *)8%!]$&% !%*)+'"+% 6%4% *%! !)=#*'

M+TODO DE MEDICI$N

L' )"&6'6 6% 8'=# %* 8#! 7%* 7%*F

ORMA DE PAGO METRO CUICO

<.<.5. I>AKE 2 CIMENTACIÓN DE POSTE DE C.A.C. DE 03m

IZADO - CIMENTACI$N DE POSTES

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R&$'!6# S''* G;7% I"=. E%$+!&$&*+'




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L'* +#%!'"$&'* 7B&7'* 8%!7&*&4%* 8'!' #* 8#*+%* 6%*8)* 6% &'6#* *#" '**&=)&%"+%*:

− V%!+&$'&6'6 6% 8#*+% 0,5 $7>7− A&"%'7&%"+# 5 $7− O!&%"+'$&;" 0,5

NUMERACI$N DE POSTES

P'!'%'7%"+% ' #* +!'4'@#* $#78%7%"+'!&#* % !%*&6%"+% 6% #4!' *#&$&+'!' '$#6&]$'$&;" 6% 8#*+%* ? %*+# *%!B *#&$&+'6# ' 6%8'!+'7%"+# 6% G&* 8'!' *)*")%'* ")7%!'$&#"%*.

PINTADO DE SE/ALIZACI$N DE LAS PUESTAS A TIERRA EN LASSU,ESTACIONES DE DISTRI,UCI$N - POSTES

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PINTADO DE SE/ALIZACI$N DE PELIGRO EN LAS SU,ESTACIONES DEDISTRI,UCI$N

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PINTADO DE C$DIGO DE POSTES

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ORMA DE PAGO UNIDAD

<.<.9. CONSTRUCCIÓN DE MURETE CONFORME A P1ANOS

M+TODO DE INSTALACI$N

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<.3. MONTAKE DE ARMADOS

<.3.0. ARMADO D=4PA

<.3.<. ARMADO PSECC4PMI

<.3.3. ARMADO SAM

DESCRIPCION

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M+TODO DE MEDICI$N

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<.5. INSTA1ACIÓN DE PUESTA A TIERRA

<.5.0. E/CA=ACIÓN DE JO2OS PARA PO>O A TIERRA DE 0.66 / <.76 MTS

DESCRIPCION

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<.5.<. SISTEMA DE PUESTA A TIERRA

DESCRICPCION

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<.5.3. E1IMINACIÓN DE MATERIA1 E/CEDENTE

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<.9. MONTAKE DE CONDUCTORES

<.9.0. TENDIDO 2 PUESTA EN F1ECJA DE CONDUCTOR AAAC 039 mm<+ PORFASE

M+TODO DE MONTAJE.

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EUIPOS.

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SUSPENSI$N DEL MONTAJE.

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MANIPULACI$N DE CONDUCTORES.

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EMPALMES DE LOS CONDUCTORES.

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PUESTA EN )LEC*A

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PUESTA A TIERRA

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MEDICI$N - PAGO

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<.. PRUEBAS 2 PUESTA EN SER=ICIO

<..0. PRUEBA E1CTRICAS

INSPECCI$N DE O,RA TERMINADA

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INSPECCI$N DE CADA ESTRUCTURA

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PRUE,AS DE PUESTA EN SERVICIO

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M+TODO DE MEDICI$N

L' )"&6'6 6% 8'=# %* 8#! 7%* 7%*F

)ORMA DE PAGO GLOAL

<..<. INTERCONE/IÓN DE RED NUE=A CON E/ISTENTE

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M+TODO DE MEDICI$N

L' )"&6'6 6% 8'=# %* 8#! 7%* 7%*F)ORMA DE PAGO

GLOAL

<..3. E/PEDIENTE FINA1 CONFORME A OBRA

DESCRIPCION

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)ORMA DE PAGO GLOAL

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<.8. TRABAKOS COMP1EMENTARIOS

<.8.0. SEVA1I>ACIÓN DE ESTRUCTURAS :NUMERACIÓN OTORADA POR E1S+

SEVA1 DE PE1IRO+ FASES+ P. TIERRA+ ETC.;DESCRIPCI$N:

PINTADO DE SE/ALIZACION DE LAS PUESTAS A TIERRA EN LASSU,ESTACIONES DE DISTRI,UCION POSTES DE ,.T.

E 8&"+'6# 6% *%^'&'$&;" 6% '* 8)%*+'* ' +&%!!' 6% "%)+!# ? $'!$'' 6% '**)4%*+'$&#"%* 6% 6&*+!&4)$&;", '*( $#7# 6% "%)+!# %" 8#*+%* 6% .T., *% %3%$+)'!B+#7'"6# %" $#"*&6%!'$&;" % 7#6%# H)% %"+!%='!B ' *)8%!&*&;" ? *%!B"8&"+'6#* 6% $##! "%=!#, 6&!%$+'7%"+% *#4!% ' *)8%!]$&% 6% 8#*+% % $)' *%!B8&"+'6# 6% 3#"6# '7'!&#.

PINTADO DE SE/ALIZACION DE PELIGRO EN LAS SU,ESTACIONESDE DISTRI,UCION.

E 8&"+'6# 6% *%^'&'$&;" 6% 8%&=!# %" '* *)4%*+'$&#"%* 6% 6&*+!&4)$&;" *%%3%$+)'!B +#7'"6# %" $#"*&6%!'$&;" % 7#6%# H)% %"+!%='!B ' *)8%!&*&;", ?'* *%^'&'$&#"%* 6% *%=)!&6'6 $#" ' &"*$!&8$&;" “P%&=!# A+# V#+'@%” 6%4%!B"*%! 8&"+'6'* %" 3#"6# '7'!&# $#" %+!'* ? ]=)!' 6% $##! "%=!# $#"3#!7% '7#6%# !%*8%$+&#.

" PINTADO DE CODIGO DE POSTES

POSTES DE MEDIA TENSI$N:

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4. CÁLCULOS JUSTI)ICATIVOS

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CAPITULO IV

CÁLCULOSJUSTIFICATIVOS




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09. CÁLCULOS EL+CTRICOS

6&. SELECCI$N DEL TRANS)ORMADOR DE DISTRI,UCI$N

CUADRO DE CARGAS INSTITUTO SUPERIOR TECNOLÓGICO:

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%.6.. CÁLCULOS EL+CTRICOS

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Documents

1_Memomira Inocencio FINAL