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Sub. Gerencia de ObrasGOBIERNOREGIONAL

AO DE LA DIVERSIFICACION PRODUCTIVA Y DEL FORTALECIMIENTO DE LA EDUCACION

INFORME N 025 - 2015 GR-PUNO/SGO-GRI/RO-JECL

A : ING. ARNALDO YANA TORRESSUB. GERENTE DE OBRAS.

DE : ING. JESUS ELMER CASTRO LUNARESIDENTE DE OBRA

ASUNTO: ALCANZO EXPEDIENTE DE MODIFICACION, POR MAYORES METRADOS,ADICIONALES PARTIDAS NUE!AS", DEDUCTI!OS, PERDIDAS ECONOMICAS,Y AMPLIACION DE PLAZO, CON AMPLIACI#N PRESUPUESTAL.

REFERENCIA : $. RGGRN% &1'-201&-GGR-GR PUNO, 2(-0(-2015"). RGGR N% *(+-201& - GGR - GR PUNO 1*-0+-201&"

Obra: MEJORAMIENTO DEL SER!ICIO EDUCATI!O INICIAL EN LA I.E.I N% (((ICURA!I, DISTRITO DE SAN JOSE AZANGARO PUNO

FECA: PUNO, 1 DE SETIEMBREDEL 2015.

Por el prese!e "e #$r$%o a Us!e#, a &$ #e al'a(ar el E)PEDIENTE DE MODI*I+A+ION, PORMAORES METRADOS, ADI+IONALES -PARTIDAS NUEAS/, DEDU+TIOS, PERDIDAS E+ONOMI+AS, AMPLIA+ION DE PLAO, +ON AMPLIA+IN PRESUPUESTAL, &or"la#o por el Res$#e!e #e la Obra #e lare&ere'$a, por lo 3e al respe'!o, se $&or"a lo s$4$e!e:

1.- DATOS GENERALES

SECTOR: GOBIERNOS REGIONALESPLIEGO: 657 GOBIERNO REGIONAL PUNOUNIDAD EJECUTORA: 001 SEDE PUNOCATEGORA PRESUP.: 01 PROGRAMAS PRESUPUESTALES +ON EN*O8UE A RESULTADOS

PROGRAMA PRESUP.: 001 IN+REMENTO EN EL A++ESO DE LA POBLA+ION DE 9 A 1 A;OS A LOSSERI+IOS EDU+ATIOS PUBLI+OS DE LA EDU+A+ION BASI+A REGULAR

PROYECTO: 2291700 MEURAI, DISTRITO DE SAN O +ON00100 NUEOS SOLES/.RESOLUCI#N: RGGR N= @?2016 ? GGR ? GR PUNO -1@?0?2016/ENTIDAD SUPER!ISION: O*I+INA REGIONAL DE SUPERISIN LI8UIDA+IN DE PROE+TOSMODAL EJECUCI#N: ADMINISTRA+IN DIRE+TAPLAZO DE EJEC.: 0 DAS +ALENDARIOFECA DE INICIO: Les, 06 #e a4os!o #e 2016FECA DE CULMINACION PROG.: SCba#o, 01 #e o$e"bre #e 2016.FECA DE REINICIO: 7 DE SETIEMBRE DEL 2015A!ANCE FISICO ACUMULADO: '*.&(3A!ANCE FINANCIERO ACUM.: 42.'43

RESIDENTE DE ORA: ING. URAI

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DISTRITO: SAN >. Para $os N$as I67$897;B8>8$7?$, 01 +o'$a para

N$os, 01 Al"a'H #e Al$"e!os, 01 'o"e#or para $os, 01 Pa!$o, 01 $$e#a #e Do'e!e, 01 SS. >>. Do'e!e, 01+o'$a Do'e!e, 01 Pa!$o laa#erKa E9B$


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MODIFICACION POR MAYORES METRADOS

COERTURA CALAMINON TIPO TEl "e!ra#o e el Crea !e'Fa#a 'o 'ala"$o !$po T o se 'os$#era $'l$a'$ sobrepos$s$ #e

pla'Fas #eb$e#o ser lo real 'o"o s$4e e el 'a#ro s$4$e!e:.

CORREAS DE MADERA 2X'El "e!ra#o #e 'orreas #e "a#era o se 'os$#era los #esper#$'$os e"pal"es, solo 'os$#era la lo4$!#re'!a.

CUMRERA EN TECO CALAMINONLa '"brera e el !e'Fo #e 'ala"$o !$po T o 'os$#era sobrepos$'$ 'o las 'ales #ebe #e 'os$#erarsee las espe'$&$'a'$oes !H'$'as plaos.

COLUMNA: ACERO 6H&200 /2 GRADO (0El a'ero !$l$(a#o e las 'ol"as #e a'ero es 'al'la#o s$ 'os$#erarse los #esper#$'$os e"pal"es prop$os#el ar"a#o #e a'ero.

TUERIA ROSEADOR DE 1/2K EN URINARIO

A''esor$os 'o!e"pla#o e plaos espe'$&$'a'$oes pero s$ la 'a!$#a# real 3e re3$ere e obra,

'os$#era#o e pla$lla #e "e!ra#o 'o"o 1 ".l, #eb$e#o ser lo 'orre'!o 1.2 ".l. se4 plaos. GRIFO SIMPLE PARA LA!ATORIO DE 1/2K

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A''esor$os 'o!e"pla#os e plaos espe'$&$'a'$oes pero s$ la 'a!$#a# real 3e re3$ere e obra,'os$#era#o e pla$lla #e "e!ra#o 'o"o 1.2, #eb$e#o ser lo 'orre'!o 6 se4 l.plaos.

TUERIA P!C SAP C-10 DE 110 MMA''esor$os 'o!e"pla#o e plaos espe'$&$'a'$oes pero s$ la 'a!$#a# real 3e re3$ere e obra,'os$#era#o e pla$lla #e "e!ra#o 'o"o 7.2 ".l., #eb$e#o ser lo 'orre'!o 10.9 ".l. se4 plaos.

TARRAJEO INTERIOR CON MORTERO 1:5 1.5 rea #e !arra%eo a e%e'!a#o e obra, e #o#e el "e!ra#o o 'o$'$#e 'o pla$lla #e "e!ra#o #elepe#$e!e !H'$'o 3e es #e 7.6@ "2, #eb$e#o ser lo 'orre'!o 191.2 "2. #el 'o"poe!e I&raes!r'!raa#"$$s!ra!$a.

CURADO DE CONCRETOEl ol"e #e 'o're!o arKa al ser "aor el "e!ra#o #e ele"e!os es!r'!rales 'o"o 'ol"as losas. Lapla$lla #e "e!ra#o !$ee 'o"o alor 7.6@ "9, #eb$e#o ser lo 'orre'!o 191.2 "9.

TRAZO Y REPLANTEO DURANTE LA EJECUCION DE LA ORA CON ALIZASEl proe'!o or$4$al &e "o#$&$'a#o por &al!a #e 'o$'$#e'$as 'o la !opo4ra&Ka #el !erreo real, e'ose'e'$a el epe#$e!e 'os$#era "e!ra#o #e 61.7@ "2, #eb$e#o ser lo real e obra 55.7 "2.

CIMIENTOS CORRIDOS: CONCRETO 6


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TUERIA DE AGUAS PLU!IALES.

El ob%e!$o #e es!a par!$#a es 4eerar #e#'!$os ree"pla(a#o por o!ra par!$#a 3e '"pla la "$s"a &'$ 3e los$$'$al"e!e propes!os, pero 3e es!os re3$era "eor a#3$s$'$ #e b$ees "ao #e obra, e s"a "eorprespes!o.

EUIPOS DE PROTECCION AL PERSONAL

El persoal 3e labora o 'e!a 'o el "a!er$al #e pro!e''$ a#e'a#o para s se4r$#a# pro!e''$, a &ero#es'ar!a#os e "'Fos 'asos por el so. Es necesario para garantizar la seguridad del personal por lo tanto esobligacin implementar al personal para que el rendimiento no sea afectado durante la ejecucin de la obra

ARTEFACTOS ELETRICOS

Es!a par!$#a o &e 'os$#era#a e la Fo%a #e "e!ra#os, por lo !a!o a&e'!a #$re'!a"e!e al prespes!o #e la obra, ses4$ere 'o!$ar 'o las "$s"as espe'$&$'a'$oes #e!alle #e plaos para o #$s"$$r la 'al$#a# #e ser$'$o al sar$obee&$'$ar$o.

PISOS Y PA!IMENTOS !I!IENDA DE DOCENTE

Es!a par!$#a a#$'$oal es $"por!a!e por ser #e 'o"o#$#a# #el sar$o, e es!e 'aso #el #o'e!e 3e labora e la

$s!$!'$ e'es$!a #e 'o&or! #ra!e s es!a'$a e s 'e!ro #e labores. El p$so serC #e "a'F$Fe"bra#o 'o"a#era "a'F$e"bra#a a4ao 1Q6Q9" 'o Crea #e 15.00 "2.

. IMPLEMENTACION DE EUIPOS Y MOILIARIO

El epe#$e!e or$4$al o 'o!e"pla es!a par!$#a, a pesar #e ser #e 4ra relea'$a el 'o!ar 'o per!as 3e #epr$a'$#a# a los sar$os e los .

INSTALACION DE ACOMETIDA

Es!a par!$#a o &e 'os$#era e el epe#$e!e !H'$'o or$4$al, #eb$e#o ser 'os$#era#a por el 'os!o 3e a&e'!a alprespes!o, %s!$&$'a#o es!e por la lar4a #$s!a'$a #e la a'o"e!$#a #e eer4Ka elH'!r$'a Fa'$a el !ablero "e#$#or.

MODIFICACION POR DEDUCTI!OS

TARRAJEO DEL TIPO RAYADO O PRIMARIO CON MORTERO 1:5No es e'esar$o e los s$4$e!es 'o"poe!es 02.02.02.01, 09.02.02.01, 06.02.02.01

CONTRAPISO H*CMNo Fa la e'es$#a# #e es!a par!$#a e 'o"poe!e 02.02.06.02

EMPEDRADO DE PLATAFORMA H10CME la par!$#a0*.02.0'.01 o es e'esar$o, a#e"Cs #e o 'o!ar 'o "a!er$al e la (oa, solo se s4$ere 'o"pa'!a#o $&or"e para e$!ar la #e&or"a'$.

PISO DE CEMENTO PULIDO EH2K MEZCLA 1:4 C: Par!$#a s$ !$l$#a# para el 'o"poe!e [email protected]@.01.

PARANTE METALICO TUO 'KEs!e !$po #e es!r'!ra o es pr$"or#$al para &'$oab$l$#a# #e la obra.

COERTURA DE POLICARONATO EN CIRCULACIONEs!e !$po #e es!r'!ra o es pr$"or#$al para &'$oab$l$#a# #e la obra.

PRUEA DE DENSIDAD DE CAMPONo es e'esar$o, por 'o!ar 'o selo es!able.

COLOCACION DE GRASS SINTETICO

El 'olo'a#o #e 4rass s$!H!$'o es " elea#o el "o!o o !$ee &$ pr$"or#$al

ESTRUCTURA METALICA PARA COERTURA DE TECO

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La 'ober!ra #e !e'Fo o es pr$"or#$al para &'$oab$l$#a# #e la obra.

INSTALACION Y SUMINISTRO DE MALLA RASELLNo se 'e!a 'o plaos, #e!alles $ espe'$&$'a'$oes #e es!a par!$#a.

TELE!ISOR PANTALLA PLANA DE '2KEs!a par!$#a o es pr$"or#$al para &'$oab$l$#a# #e la obra.

FOTOCOPIADORAEs!a par!$#a o es pr$"or#$al para &'$oab$l$#a# #e la obra.

.MODIFICACION POR DEDUCTI!OS !INCULANTES

COLUMNA: ACERO 6H&200 /2 GRADO (0

Se "o#$&$' el 'er'o per$"H!r$'o a "eor "e!ra#o, e 'ose'e'$a se saro "eos a'ero e los

ele"e!os es!r'!rales #e es!e 'o"poe!e.

Aprobado: 586.89 kg modificado: 417.55 kg.

CUMRERA EN TECO CALAMINON

Real$(a#o el "e!ra#o 'orre'!o:

Aprobado: 9.38 m.l. modificado 4.6 m.l.

CANALETA DE FIERRO GAL!ANIZADO SEGUN DISEO

Real$(a#o el "e!ra#o 'orre'!o:

Aproba#o: 10.9 ".l. "o#$&$'a#o: 7.2 ".l.

SUMINISTRO DE ACCESORIOS POR CADA AJANTEReal$(a#o el "e!ra#o 'orre'!o:

Aproba#o: 7.2 # "o#$&$'a#o: 2 #

RELLENO Y COMPACTADO CON MATERIAL DE PRESTAMO

Aproba#o: 15.@1 "9 "o#$&$'a#o: @.2 "9

ELIMINACION DE MATERIAL EXCEDENTE CON ASTA 50 >

Aproba#o: 2.0@ "9 "o#$&$'a#o: 62. "9

SOLADOS: CONCRETO 6


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TARRAJEO DE !IGAS Y COLUMNAS INCLUYE ARISTAS

Aproba#o 162. ".l. "o#$&$'a#o 2.9 ".l.

PINTURA LATEX DECORATI!OS EN MUROS EXTERIORES 2 MANOS

Aproba#o @@0.5 "2 "o#$&$'a#o 10.95 "2

PINTURA LATEX EN !IGAS Y COLUMNAS 2 MANOS

Aproba#o 162. "2 "o#$&$'a#o 69.@9 "2

SALIDA PARA TOMACORRIENTE IPOLAR DOLE

Aproba#o 25 P!o "o#$&$'a#o p!o

INTERRUPTOR UNIPOLAR SIMPLE, DOLE Y DE CONMUTACION

Aproba#o 9 P!o "o#$&$'a#o 6 p!o

STANTE Y/O ANDAMIO DE MADERA AGUANO

Aproba#o 16 # "o#$&$'a#o 2 #

ALACENA DE MADERA AGUANO

Aproba#o 9 # "o#$&$'a#o 1 #

IMPRESORA

Aproba#o 2 # "o#$&$'a#o 1 #

COLOCACION DE EXTINTORES DE ( G AC

Aproba#o 9 # "o#$&$'a#o 2 #

El Crea re'rea!$a 3e $$'$al"e!e es 'o 4ras s$!H!$'o "e#$a!e es!a ea par!$#a se pre!e#e #$s"$$r el al!o 'os!o3e a&e'!a al prespes!o, pr$or$(a#o #e es!a &or"a o!ras "e!as pr$"or#$ales.

MODIFICACION POR PERDIDAS ECONOMICAS

Se e'o!raro 0 p!os, #e los 'ales el pr$"ero es "a!er$ales s$ so para la obra a es!o Fa 3

re'or#ar 3e es!os "a!er$ales 6;87 $=Q;?7?=9


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Per#$#a e Ferra"$e!as "aales, #el 'o%!o #e a#3$s$'$oes e Ferra"$e!as "aales, es!as

spera el "o!o 3e &$4ra e el epe#$e!e !H'$'o, el "$s"o 3e a e"p$e(a !o"ar los re'rsos #el

prespes!o para b$ees per%#$'a#o asK e la a#3$s$'$ #e o!ros "a!er$ales.

A 'o!$a'$ se "es!ra el res"e #e per#$#a e prespes!o por b$ees:

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Las pHr#$#as e "a!er$ales #e obra, por errores #ra!e s e%e''$ lle4a a S. +5,(52.2(eos soles,

"o!o 3e per%#$'a.

PERDIDA DE PRESUPUESTO EN PERSONAL

El persoal lle4o a laborar 6.9@ "eses 3e ser$a 191 #Kas, lle4a#o a 4eerarse per#$#as por sperar s

&e'Fa lK"$!e #e e%e''$.

Dra!e el ao 2016 el 4as!o e persoal?'os!o #$re'!o lle4a S.150,55.66 eos soles, 4as!o 3e &e

re4$s!ra#o e el SIA*, e persoal 4as!os 4eerales el "o!o es #e S/.(*,(*5.(1

PLANILLAS GASTOS GENERALESN%

ITEM SIAF FECA PLL ENTIDAD MONTO

1 2..2.2.2.9 7 2072016 15@ GOBIERNO REGIONAL PUNO 19,01.77

2 2..2.2.2.9 10@@0 202016 76 GOBIERNO REGIONAL PUNO 15,167.7

9 2..2.2.2.9 1956 26112016 169 GOBIERNO REGIONAL PUNO 2@,657.

6 2..2.2.2.9 10 GOBIERNO REGIONAL PUNO 11,1.17

TOTAL GASTO EN 201& (*,(*5.(1

PLANILLAS COSTO DIRECTON%

ITEM SIAF FECA PLL ENTIDAD MONTO

1 2..2.2.2.9 75 2072016 15 GOBIERNO REGIONAL PUNO 2,269.76

2 2..2.2.2.9 10@@1 202016 75 GOBIERNO REGIONAL PUNO 62,@91.0

9 2..2.2.2.9 1959 26112016 162 GOBIERNO REGIONAL PUNO 5,[email protected]

6 2..2.2.2.9 105 GOBIERNO REGIONAL PUNO 1,166.26

TOTAL GASTO EN 201& 150,5+5.&&

El aa'e &Ks$'o se4 el 'or!e es #e 26.27 'o +.D. S.17,@6. P.B. S.20,722.69 4as!a#o.

3e#a#o sal#o #e S.92,[email protected] eos soles.

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El proe'!o spero s &e'Fa #e 'l"$a'$ a"e!C#ose 61 #Kas los "$s"o 3e &ero pa4a#os al

persoal, e3$ale!e a 1.9@ "eses, #a!o 'o el 'al po#re"os #e!er"$ar el $'re"e!o #e prespes!o

para el rbro #e 4as!os 4eerales +o rela'$ al 4as!o e Gas!os Geerales.

El 4as!o e Gas!os 4eerales e el ao 2016 &e #e S.@,@5.1 Del 'al s as$4a'$ se4 epe#$e!e

!H'$'o es #e S.,@72.96 'o lo 'al 3e#a sal#o #e S.2,10.@9 "o!o $s&$'$e!e para !er"$ar la

obra.

COSTO DIRECTO SEGN !ALORIZACION FISICA CORTE"

PERSONAL (AL CORTE) PRECIO

OPERARIO S. 15,[email protected]

O*I+IAL S. 7,92.67

PEON S. 22,067.66

+APA+ITADOR EN SALUD SEGURIDAD O+UPA+IONAL M.A. S. ?

MANO DE OBRA PINSTALA+ION S. ?

GASTO REAL SEGN CORTE AS/.46!"4.##

REPORTE DE GASTO EN PERSONAL -2016?SIA*/ B S. 150,55.66

PER$I$A $E GASTO EN EL A%O!&'4 CAB

S/.'&4*4&.6#

GASTOS GENERALES SEGN !ALORIZACION FISICA CORTE"

PERSONAL (AL CORTE) PRECIOMONTO ASIGNADO EN GASTO GENERALES P.A. A @72.96

POR+ENTA


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Se "e'$oa las s$4$e!es 'asales por las 3e se F$(o el pe#$#o #e a"pl$a'$ #e pla(o:

a/ Ua #e las ra(oes #e a"pl$a'$ #e pla(o so las par!$#as a#$'$oales 'o"o $#$'a los as$e!os N= 006

005 #el 'a#ero #e obra, e los 'ales &$4ra a#$'$oal por es!ab$l$(a'$ #el !erreo 'o ero'a#o

para s a#e'a#o ase!a"$e!o, or$4$a#o es!e Fas!a #os #Kas #e re!raso e el aa'e #e la obra.

b/ Las 'os!a!es e $"pre#e'$bles pre'$p$!a'$oes pl$ales e la (oa so o!ra #e las 'asales 'o"o &$4ra

e los as$e!os N= 00@, 011, 020, 095, 09, 09, 06, #e a3K sa'a"os la 'o'ls$ 3e e re$!era#aso'as$oes a&e'!a e el aa'e &Ks$'o #e obra por lo 'al se !$ee ar$os #Kas per#$#os.

'/ Los "aores "e!ra#os e obra #e los 'ales o se 'os$#era e el epe#$e!e !H'$'o !a"b$H re!rasa la

obra 'o"o $#$'a los as$e!os N= 012, 09, #o#e se 'os!a!a los "aores "e!ra#os e '$"$e!os sobre

'$"$e!os o $'l$#os e las Fo%as #e "e!ra#os.

#/ Las par!$#as a#$'$oales 'o"o se Fa'e e "e'$ e el 'a#ero #e obra as$e!o N= 012'os$s!e e

"a!e$"$e!o #e las Kas #e a''eso, para a#e'a#o !raspor!e #e los "a!er$ales Fa'$a el al"a'H e

obra.

e/ La &al!a #e persoal e obra 'o"o &$4ra as$e!o N= 05, 'asa re!rasos por la #$s"$'$ #e "ao #e

obra, persoal 3e solo pe#e Fa'er 'obro #e ss sel#os e $'os #Kas laborables #ebe

apersoarse al GRP.

&/ Des'ar4a #e "a!er$al e al"a'H 'o"o &$4ra e el as$e!o N= 016 #el 'a#ero #e obra, 'a#a '$er!o

!$e"po a la lle4a#a #e b$ees o "a!er$ales #e 'os!r''$ se !$l$(a #el persoal obrero para la #es'ar4a,

ello $"pl$'a per#$#a #e Fora?Fo"bre, 3e o $'le e el persoal #el &le!e !erres!re, !a"po'o e el

epe#$e!e !H'$'o.

4/ No se 'e!a 'o "ao #e obra 'al$&$'a#a 'o"o 'os!a e los as$e!os N= 017, 066 #el 'a#ero #e obra,

la &al!a #e persoal 'apa'$!a#o e la (oa 'asa re!rasos e 'ose'e'$a el re#$"$e!o #$&$ere al 3e se

'os$#era e el epe#$e!e.

F/ A'op$o #e p$e#ra, &$4ra e as$e!o N= 026, 025, 02, ello a &al!a #e o&er!a #e eFK'los #e !raspor!e #e

"a!er$ales e la (oa por la #$&$'l!osa a''es$b$l$#a# lar4a !rae'!or$a #e la r!a Fa'$a la obra,ea"e!e se Fa'e so #el persoal obrero para resoler el proble"a #e &al!a #e p$e#ras, los 'ales so

re'ole'!a#os e la pro$"$#a#es #e la (oa.

$/ *al!a #e "a!er$ales e obra, as$e!os N= 026, 02. Ma!er$ales 3e o so proeK#os e obra, por "o!$os

#$ersos a sea e el !rC"$!e #e re3er$"$e!os e GRP o pos$bles #es$#$as #el persoal !H'$'o ?

a#"$$s!ra!$o #e la obra.

%/ Sspes$ por &er$a#os, as$e!os N= 092, 0 los 'ales 'os!a !a"b$H e los 'ale#ar$os #el ao

2016, #el "$s"o "o#o o so 'os$#era#os e el epe#$e!e 'o"o &a'!ores #e r$es4o e el pla(o #e

e%e''$ #e la obra.

/ La &al!a #e e3$pos, #el 'a#ero #e obra e los as$e!os N= 096, 075, e los 'ales se 'os!a!a la &al!a #e

e3$pos #e !raba%o "eores, pero $"pres'$#$bles para el aa'e #e la obra 'o"o se apre'$a e el'a#ro #e res"e 'asa be por'e!a%e e #Kas #e re!raso.

l/ Al4os as$e!o a"b$4os por &al!a #e 'lar$#a# e 'a#ero #e obra o se pe#e #es'r$b$r e $#e!$&$'ar la

%s!$&$'a'$ #e 'asales.

Se4 las 'asales "e'$oa#as se !$ee !o!al #e 61 #Kas 'ale#ar$os e'esar$os para a"pl$ar la obra.

*e'Fa #e $$'$o: 02112016

*e'Fa #e &$al$(a'$: 12122016

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PARALIZACION DE ORA N% 01

Se pro'e#$ 'o la paral$(a'$ #e obra MEURAI, DISTRITO SAN


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2015, #$'Fa a'!a 3e o &e ase!a#a e el 'a#ero #e obra, por el "o!$o #e Fallarse e poses$ #el

a!er$or res$#e!e #e obra.

E ellos #e!alla las 'asales 3e obl$4aro a la paral$(a'$ #e obra, 'o"o los s$4$e!es:

a *al!a #e "a!er$al: No se !$ee bolsas #e 'e"e!o e la (oa #e #o#e se e%e'!a la obra, per%#$'a#o e

el aa'e &Ks$'o #e la obra, a 3e es!e "a!er$al es bCs$'o e #$&ere!es par!$#as #e la r!a 'rK!$'a.

3/ *al!a #e Prespes!o: No se 'e!a 'o prespes!o s&$'$e!e para el pa4o #e persoal, el 'al os

obl$4 a paral$(ar la obra.

AMPLIACION DE PLAZO N% 0'

INTRODU++ION: La A"pl$a'$ #e Pla(o N= 09 ss!e!a "aor pla(o #e e%e''$ #e obra, para po#er

'l"$ar la obra al 100 #e aa'e &Ks$'o.

OB


15/40


2. JUSTIFICACION DE LA AMPLIACION DE PLAZO

La prese!e A"pl$a'$ #e Pla(o NJ 01, 02 09 se a"para e las or"as !H'$'as 3e se e%e'!a por la"o#al$#a# #e E%e''$ prespes!ar$a #$re'!a Resol'$oes s$4$e!es:

W Nor"as #e +o!rol I!ero #el Se'!or Pbl$'o. R.+. NJ 0@2?7?+G, "o#$&$'a#o 'o R.+. NJ 129?2000?+G #e 29..2000.

W Nor"as 3e re4la la E%e''$ #e las Obras Pbl$'as por A#"$$s!ra'$ D$re'!a. R.+. 15?77?+G.

W Le No 27611 Le Geeral #el S$s!e"a Na'$oal #e Prespes!o.

W Le NJ 2@29 Le #el S$s!e"a Na'$oal #e Iers$ Pbl$'a.

W Le NJ 27522 De're!o Le4$sla!$o 101.

W Le No 2@666, Le #e Pro'e#$"$e!os A#"$$s!ra!$os Geerales.

W De're!o Spre"o No 102?200@?E* Neo Re4la"e!o #el S$s!e"a Na'$oal #e Iers$ Pbl$'a.

W D$re'!$a No 009?2011?E*7.01 D$re'!$a Geeral #el SNIP.

W As$e!os #e +a#ero #e Obra.

Pgina 15 de 40


16/40


*. CANTIICACION $EL CA$ERO $E OBRA.

Pgina 16 de 40


17/40


Pgina 17 de 40


18/40


(.- DEL PRESUPUESTO:

El eo prespes!o "o#$&$'a#o se pe#e apre'$ar e el 'a#ro 'o"para!$o s$4$e!e #o#e se re&le%a los "aores"e!ra#os, las par!$#as eas los #e#'!$os.

ITEM DESCRICION PARTIDA A P R O A D O M O D I F I C A D O

Descripcin Und.e!rado "recio #$%.& "arcial #$%.&

e!rado "recio #$%.& "arcial #$%.&

'1 ()*A$ "*(+,$,(-A/$ 32,25252 52,562.52

'1.'1 ()*A$ "*(+,$,(-A/$ 6,21452 ,256.52

'1.'1.'1 0A*/ D/ ,D/-,2,0A0,(- D/ A ()*A D/ 3.6' .4'm

U-D 1.00 12.@ 12.@ 1.00 52.@ 52.@

'1.'1.' AUA "A*A A 0(-$*U00,(- ) 1.00 500.00 500.00 1.00 500.00 500.00

'1.'1.'3 /-/*,A //0*,0A ) 1.00 500.00 500.00 1.00 500.00 500.00

'1.'1.'4 AA0/- D/ ()*A ) 1.00 9,101.55 9,101.55 1.00 9,101.55 9,101.55

'1.'1.'5 D,$/( D/ /0A$ fc14' g%cm;fc175 g%cm; fc1' g%cm

) 1.00 1,500.00 1,500.00 1.00 1,500.00 1,500.00

'1.' $/U*,DAD < $AUD /- / *A)A=( 1,0'4.00 1,077.00

'1.'.'1 />U,"($ D/ "*(/00,(- "/*$(-A U-D 1.00 67.00 67.00 1.00 567.00 567.00

'1.'.' />U,"($ D/ "*(/00,(- *U"A ) 1.00 900.00 900.00 1.00 900.00 900.00

'1.'.'3 $/A,A0,(- /"(*A D/ $/U*,DAD ) 1.00 260.00 260.00 1.00 260.00 260.00

'1.'3 2// /**/$*/ 25,000.00 65,200.00

'1.'3.'1 *A-$"(*/ D/ A/*,A/$ D/ 0(-$*U00,(- ) 1.00 15,000.00 15,000.00 1.00 2,200.00 95,200.00

'1.'3.' *A-$"(*/ D/ =U/($ < />U,"A,/-( ) 1.00 10,000.00 10,000.00 1.00 10,000.00 10,000.00

' ,-2*A/$*U0U*A "/DA(,0A (4,1'0.*2 @9,57.

'.'1 /$*U0U*A$ ,-2*A/$*U0U*A "/DA(,0A?AUA 1+,+'1.1* 17,76.55

'.'1.'1 *A)A=($ "*/,,-A*/$ '*4.40 [email protected]

'.'1.'1.'1 ,",/A D/ /**/-( A-UA 190.52 0.9 121.97 190.52 0.9 121.97

'.'1.'1.' *A( < */"A-/( "*/,,-A* [email protected] 1.5@ [email protected] [email protected] 1.5@ [email protected]

'.'1.'1.'3 *A( < */"A-/( DU*A-/ A /=/0U0,(- D/ A()*A

[email protected] 1.97 120.62 [email protected] 1.97 120.62

'.'1.' (+,,/-( D/ ,/**A$ 1,05252 1,052.52

'.'1.'.'1 /0A+A0,(- D/ A-=A$ "A*A 0,,/-($ 3 5.81 1.87 17.'6 5.71 21.7@ [email protected]

'.'1.'.' /0A+A0,(- D/ A"AA$ 3 3.6 1.45 691.98 92.2 21.65 1.7

'.'1.'.'3 "/*2,AD(; */2,-/; -,+/A0,(- < A",$(-AD( D/A-=A

7.9 1.17 3.67 [email protected] 1.1@ 92.@

'.'1.'.'4 *//-( < 0("A0AD( 0(- A/*,A D/"*/$A(

3 14.'4 7.1 1'1.3 16.06 @.21 101.29

'.'1.'.'5 /,,-A0,(- D/ A/*,A /0/D/-/ 0(- @A$A5' m

3 45.68 .18 99.58 65.7 2.17 .57

'.'1.'3 /=(*A,/-( D/ $U/( 0(- /-*(0AD( 51580 515.70

'.'1.'3.'1 $U) A"AA: /-*(0AD( 3 7.'1 73.58 515.8' @.01 @9.57 515.70

'.'1.'4 ()*A$ D/ 0(-0*/( $,"/ 4,37352 6,[email protected]

'.'1.'4.'1 $(AD($ 0(-0*/( fc1'' kg%cm @1'cm 1.8 9.47 53.64 1.72 2.6@ 59.6

'.'1.'4.' 0,,/-($ 0(**,D($: 0(-0*/( fc175 g%cm B3'C "

3 8.46 33.9 ;816.5' 7.6 992.2 2,71.50

'.'1.'4.'3 $()*/0,,/-(: /-0(2*AD( < D/$/-0(2*AD( 3'.44 7.66 841.97 90.66 2@. 761.@

'.'1.'4.'4 $()*/0,,/-(: 0(-0*/( fc175 g%cm 3 .8 9'.'9 661.41 2.27 20.0 1.61

'.'1.'5 ()*A$ D/ 0(-0*/( A*AD( 13,61053 12,9.1

'.'1.'5.'1 A"AA: 0(-0*/( "A*A A"AA$ fc1' kg%cm 3 7.3' 367.35 ;681.66 @.90 [email protected] 2,71.

'.'1.'5.' A"AA: A0/*( f4'' kg%cm *AD( 6' 138.7 5.58 774.'6 197.@2 5.57 @@6.0

'.'1.'5.'3 0(U-A$: 0(-0*/( fc1' kg%cm 3 3.41 45.49 1;45'.9 9.61 625.6 1,650.2

Pgina 18 de 40


19/40


'.'1.'5.'4 0(U-A: /-0(2*AD( < D/$/-0(2*AD( 13.64 5.31 713.51 19.6 52.91 @19.51

'.'1.'5.'5 0(U-A: A0/*( f4'' kg%cm *AD( 6' 586.89 5.59 3;8'.7 [email protected] 5.5 2,996.10

'.'1.'5.'6 +,A$: 0(-0*/( /- +,A$ fc1' kg%cm 3 .6' 44'.79 1;146.'5 2.0 660.@ 1,16.05

'.'1.'5.'7 +,A$: /-0(2*AD( < D/$/-0(2*AD( '.78 35.'5 78.34 20.@7 95.05 @27.96

'.'1.'5.'8 +,A$: A0/*( f4'' kg%cm *AD( 6' 413.16 5.95 ;458.3' 619.1 5.5 2,657.90

'.'1.'5.'9 "*U/)A$ D/ 0(-*( D/ 0A,DAD D/ 0(-0*/( U-D 6.'' 3'.'' 18'.'' .00 90.00 170.00

'.'1.'5.1' 0U*AD( D/ 0(-0*/( 3 13.3' 14.81 196.97 19.90 16.71 1.@

'.' A*>U,/0U*A /- ,-2*A/$*U0U*A "/DA(,0A 45,90797 52,[email protected]

'.'.'1 U*($ < A),>U/$ D/ A)A,/*,A 4,97566 6,@5.

'.'.'1.'1 U*( D/ $(A AD*,( 0(- (*/*(0//-( 9 E14 E 4

64.31 77.37 4;975.66 6.91 @@.9@ 6,@5.

'.'.' */+(>U/$ < /-U0,D( 5,36523 9,0.@5

'.'.'.'1 A**A=/( D/ ,"( *A


20/40


'.'3.'1.'1 *A(; -,+/A0,(- < */"A-/( /- A */D D/AUA$ "U+,A/$

11.' 1.94 1.73 11.20 1.6 21.@9

'.'3.'1.' U)/*,A "+0 $A "%D/$AU/ D/ 11' 11.' 13.31 149.'7 11.20 19.91 16.0@

'.'3.'1.'3 0A-A/A D/ 2,/**( A+A-,AD( $/U- D,$/( .9' 5.5 584.41 22.0 25.52 576.61

'.'3.'1.'4 $U,-,$*( D/ A00/$(*,($ "(* 0ADA )A=A-/ U-D .'' 89.3 178.64 2.00 7.92 [email protected]

'.'4 ,-$AA0,(-/$ //0*,0A$ /- ,2*A/$*U0U*A"/DA(,0A?AUA

1,35773 1,919.20

'.'4.'1 A)/*( //0*,0($ 13861 197.1

'.'4.'1.'1 A)/*( D/ D,$*,)U0,(- D/ 3 "(($ /A,0A,"( 0A**,

U-D 1.'' 138.61 138.61 1.00 197.1 197.1

'.'4.' A*/2A0($ D/ AU)*AD( 40827 607.2@

'.'4.'.'1 $A,DA "A*A A*/2A0( 2U(*/$0/-/ 34'GAD($AD( /- 0,/( *A$(

"( 8.'' '.63 165.'4 7.00 20.9 15.06

'.'4.'.' $A,DA 0/-*( D/ U //*,(* $"($ "( 4.'' 5.1 1''.84 6.00 25.21 100.76

'.'4.'.'3 $A,DA 0/-*( D/ U ,-/*,(* 0,*0UA* "( 1.'' 5.1 5.1 1.00 25.21 25.21

'.'4.'.'4 ,-/**U"(* U-,"(A* $,"/; D()/ "( 3.'' 39.'6 117.18 9.00 9.0 [email protected]

'.'4.'3 0,*0U,( D/ (A0(**,/-/ 27066 2@0.

'.'4.'3.'1 $A,DA "A*A (A0(**,/-/ ),"(A* D()/ "( 6.'' 45.11 7'.66 .00 65.11 2@0.

'.'4.'4 0(-DU0(*/$ < U)/*,A$ 54019 65.

'.'4.'4.'1 U)/*,A /)U,DA ; /- "+0 $/ ' mm 48.93 6.33 3'9.73 67.9 @.2 [email protected]

'.'4.'4.' 0(-DU0(*/$ /- U)/*,A 48.93 4.71 3'.46 67.9 2.51 122.71

'3 ,-2*A/$*U0U*A "/DA(,0A?"$,0((*,0,DAD 67,97456 @5,@07.91

'3.'1 /$*U0U*A$ ,-2*A/$*U0U*A "/DA(,0A?"$,0((*,0,DAD

21,04253 20,55.67

'3.'1.'1 *A)A=($ "*/,,-A*/$ 34701 [email protected]

'3.'1.'1.'1 ,",/A D/ /**/-( A-UA 1'.15 '.93 111.74 120.15 0.9 111.@6

'3.'1.'1.' *A( < */"A-/( "*/,,-A* 79.75 1.57 15.1 @.@5 1.5@ 125.21

'3.'1.'1.'3 *A( < */"A-/( DU*A-/ A /=/0U0,(- D/ A()*A 0(- )A,A$

79.75 1.38 11'.'6 @.@5 1.97 110.0

'3.'1.' (+,,/-( D/ ,/**A$ 1,05106 1,051.0

'3.'1.'.'1 /0A+A0,(- D/ A-=A$ "A*A 0,,/-($ 3 5.75 1.87 15.75 5.@5 21.7@ 125.@5

'3.'1.'.' /0A+A0,(- D/ A"AA$ 3 3.6 1.45 691.98 92.2 21.65 1.7

'3.'1.'.'3 "/*2,AD(; */2,-/; -,+/A0,(- < A",$(-AD( D/A-=A

7.8 1.17 3.55 [email protected] 1.1@ 92.55

'3.'1.'.'4 *//-( < 0("A0AD( 0(- A/*,A D/"*/$A(

3 14.'6 7.1 1'1.37 16.0 @.21 101.9@

'3.'1.'.'5 /,,-A0,(- D/ A/*,A /0/D/-/ 0(- @A$A5' m

3 45.6' .18 99.41 65.0 2.17 .61

'3.'1.'3 /=(*A,/-( D/ $U/( 0(- /-*(0AD( 51580 515.70

'3.'1.'3.'1 $U) A"AA: /-*(0AD( 3 7.'1 73.58 515.8' @.01 @9.57 515.70

'3.'1.'4 ()*A$ D/ 0(-0*/( $,"/ 4,53769 6,59@.

'3.'1.'4.'1 0,,/-($ 0(**,D($: $(AD($ 0(-0*/( fc175kg%cm H1' cm

18.4 9.47 537.53 17.26 2.6@ [email protected]

'3.'1.'4.' 0,,/-($ 0(**,D($: 0(-0*/( fc175 g%cm B3'C "

3 7.76 33.9 ;583.46 @.@ 992.2 2,579.6

'3.'1.'4.'3 $()*/0,,/-(: /-0(2*AD( < D/$/-0(2*AD( 8.67 7.66 793.'1 27.@ 2@. @9.01

'3.'1.'4.'4 $()*/0,,/-(: 0(-0*/( fc175 g%cm 3 .15 9'.'9 63.69 2.15 20.0 29.

'3.'1.'5 ()*A$ D/ 0(-0*/( A*AD( 14,59097 16,106.2

'3.'1.'5.'1 A"AA: 0(-0*/( "A*A A"AA$ fc1' kg%cm 3 9.1 367.35 3;35'.3 .12 [email protected] 9,950.29

'3.'1.'5.' A"AA: A0/*( f4'' kg%cm *AD( 6' 135.3 5.58 755.'9 195.92 5.57 @55.0

'3.'1.'5.'3 0(U-A$: 0(-0*/( fc1' kg%cm 3 3.41 45.49 1;45'.9 9.61 625.6 1,650.2

Pgina 20 de 40


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'3.'1.'5.'4 0(U-A: /-0(2*AD( < D/$/-0(2*AD( 47.5 5.31 ;471.65 [email protected] 52.91 2,[email protected]

'3.'1.'5.'5 0(U-A: A0/*( f4'' kg%cm *AD( 6' 5'1.9 5.59 ;8'.1 616.96 5.5 2,91.1

'3.'1.'5.'6 +,A$: 0(-0*/( /- +,A$ fc1' kg%cm 3 1.59 44'.79 7''.86 1.5 660.@ @00.7

'3.'1.'5.'7 +,A$: /-0(2*AD( < D/$/-0(2*AD( 1.4 35.'5 744.46 21.26 95.05 @66.6

'3.'1.'5.'8 +,A$: A0/*( f4'' kg%cm *AD( 6' 33.77 5.95 1;96.43 929.@@ 5.5 1,2.69

'3.'1.'5.'9 "*U/)A D/ 0A,DAD D/ 0(-0*/( #"*U/)A A A0("*/$,(-&

U-D 6.'' 3'.'' 18'.'' .00 90.00 170.00

'3.'1.'5.1' 0U*AD( D/ 0(-0*/( 3 14.1 14.81 '9.1 16.12 16.71 20.12

'3.' A*>U,/0U*A /- ,-2*A/$*U0U*A "/DA(,0A?"$,0((*,0,DAD

44,98018 59,299.0

'3.'.'1 U*($ < A),>U/$ D/ A)A,/*,A 5,21861 5,217.1

'3.'.'1.'1 U*( D/ $(A AD*,( 0(- (*/*(0//-( 9 E14 E 4

67.45 77.37 5;18.61 @.65 @@.9@ 5,217.1

'3.'.' */+(>U/$ < /-U0,D( 4,49922 9,070.72

'3.'.'.'1 A**A=/( D/ ,"( *A


22/40


'3.'3.'1 $,$/A D/ AUA "U+,A/$ 1,00093 1,000.9

'3.'3.'1.'1 *A(; -,+/A0,(- < */"A-/( /- A */D D/AUA$ "U+,A/$

1.7' 1.94 4.1' 21.@0 1.6 62.10

'3.'3.'1.' U)/*,A "+0 $A" 0?1' D/ 11' 1'.3' 13.31 137.'9 10.90 19.91 [email protected]

'3.'3.'1.'3 0A-A/A D/ 2,/**( A+A-,AD( $/U- D,$/( 1.7' 5.5 553.78 21.@0 25.52 559.@7

'3.'3.'1.'4 $U,-,$*( D/ A00/$(*,($ "(* 0ADA )A=A-/ U-D 3.'' 89.3 67.96 9.00 7.92 2@.

'3.'4 ,-$AA0,(-/$ //0*,0A$ /- ,-2*A/$*U0U*A"/DA(,0A?"$,0((*,0,DAD

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'3.'4.'1 A)/*( //0*,0($ 13861 197.1

'3.'4.'1.'1 A)/*( D/ D,$*,)U0,(- D/ 3 "(($ /A,0A,"( 0A**,

U-D 1.'' 138.61 138.61 1.00 197.1 197.1

'3.'4.' A*/2A0($ D/ AU)*AD( 14001 160.01

'3.'4.'.'1 $A,DA "A*A A*/2A0( 2U(*/$0/-/ 34'GAD($AD( /- 0,/( *A$(

"( 3.'' '.63 61.89 9.00 20.9 1.7

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'3.'4.'4.'1 U)/*,A /)U,DA ; /- "+0 $/ ' mm 36.38 6.33 3'.9 9.97 @.2 2@@.22

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'4 ,-2*A/$*U0U*A "/DA(,0A?$$.@@. 39,37210 61,[email protected]

'4.'1 /$*U0U*A$ /- ,-2*A/$*U0U*A "/DA(,0A?$$.@@.

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'4.'1.'1 *A)A=($ "*/,,-A*/$ 12457 126.5@

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'4.'1.'1.'3 *A( < */"A-/( DU*A-/ A /=/0U0,(- D/ A()*A 0(- )A,A$

3'.14 1.38 41.59 90.16 1.97 61.5

'4.'1.' (+,,/-( D/ ,/**A$ 59401 56.01

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3 7.88 7.1 56.81 @.77 @.21 5.71

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3 1.87 .18 47.68 21.7@ 2.17 [email protected]

'4.'1.'3 /=(*A,/-( D/ $U/( 0(- /-*(0AD( 29653 2.59

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'4.'1.'4.' 0,,/-($ 0(**,D($: 0(-0*/( fc175 g%cm B3'C "

3 4.75 33.9 1;581.37 6.@5 992.2 1,571.9@

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'4.'1.'5 ()*A$ D/ 0(-0*/( A*AD( 7,75220 @,721.70

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'4.'1.'5.' A"AA: A0/*( f4'' kg%cm *AD( 6' 74.9 5.58 418.'5 @6.2 5.57 617.05

'4.'1.'5.'3 0(U-A$: 0(-0*/( fc1' kg%cm 3 1.9 45.49 816.94 1.2 625.6 71.6

'4.'1.'5.'4 0(U-A: /-0(2*AD( < D/$/-0(2*AD( 6.8 5.31 1;374.71 2.27 52.91 1,9@6.@1

Pgina 22 de 40


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'4.'1.'5.'5 0(U-A: A0/*( f4'' kg%cm *AD( 6' 38.6 5.59 1;331.87 250.@1 5.5 1,601.6@

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'4.'3.'1.'3 $A,DA$ D/ "+0 $A "A*A D/$AU/ D/ 4F "( 6.'' 75.59 453.54 .00 @5.5 659.56

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10.11 INSTALA+IONES ELE+TRI+AS ADICIONAL 6,067.22

10.11.01 TUBERIA EMBUTIDA EN TOMA+ORRIENTES ADICIONAL 297.70 @.2 1,71.

10.11.02 PI+ADO RESANE DE MUROS O PISO ENTUBERIAS ELE+TRI+AS

ADICIONAL 11.60 16.66 1,@26.16

10.11.09 PRUEBA DE INSTALA+IONES ELE+TRI+AS ADICIONAL 1.00 506.62 506.62

COSTO DIRECTO (+5,000.0

0

(*',5&2.&5

A$($ /-/*A/$ 9.9'C

83;4''.'' 66;648.''

A$($ D/ $U"/*+,$,J- 9.6C34;75'.''

6;339.3

A$($ D/ ,>U,DA0,J- 1.55C1';45.''

1';45.''

A$($ D/ $/U,,/-( < (-,(*/( 1.14C7;645.''

7;645.''

A$($ D/ /A)(*A0,J- D/ /"/D,/-/ K0-,0( 3.'4C';5'8.''

';5'8.''

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PERDIDAS ECONOMICAS EN PERSONA! 2014 155,07313

PERDIDAS ECONOMICAS EN "IENES 2014 95,65226

TOTA! PRES#P#ESTO S$ 851,72800 1,091,83316

AMP!IACION PRES#P#ESTA! S$ 240,10516

Por 'os$4$e!e 'o"o se pe#e 'o"probar el +os!o To!al #el Proe'!o Fa s&r$#o a

ar$a'$o e S.4';1'5.16 -Dos'$e!os 'are!a "$l '$e!o '$'o 'o 1100 Neos Soles/,

Prespes!o To!al #el Epe#$e!e Aproba#o es #e S. 1,01,799.1 -U M$ll oe!a

"$l o'Fo'$e!os !re$!a !res 'o 1100 Neos Soles/, De los 'ales EL Mo!o #e

S.4';1'5.16 Neos Soles, 'orrespo#e a la a"pl$a'$o prespes!al sol$'$!a#a.

+UADRO DE +OSTO DIRE+TO DE ADI+IONAL AMPLIA+ION

A PARTIDAS NUEVAS *,&&".#'

BDEDUCTIVOS

'6&'0#.'0

C MAYORES METRADOS '0#6*.!"D DEDUCTIVOS VINCULANTES 0&,6&.6#

(COSTO $IRECTO) AB1C1$ !'4"#.""

GASTOS GENERALES '6#"!.&&

GASTOS DE SUPERVISION !#"0,.*!

PERDIDAS ECONOMICAS !"!".*,TOTAL

= !4&'&".'6

E 'ose'e'$a la ea es!r'!ra #el prespes!o 3e#a #e la s$4$e!e &or"a:

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*.- JUSTIFICACION%

0omo se aprecia el mon!o de ampliacin presLpLes!al es por el mon!o de $%.240,10516#Doscien!os cLaren!a mil cien!o cinco con16%1'' -LeMos $oles&; se NLs!ifica porOLe es!P comprendido den!ro del mon!o !o!al aprobado en el perfil declarado Miable $%.752,[email protected]@ corresponde al 2806&del "," declarado Miable.

'a(ia)i*n en e+ Mn- de In.e(/i*n%

M =8 I@879? $ B78


40/40


.? Ss!e!o %s!$&$'a!or$o, #o'"e!ar$o #e las "o#$&$'a'$oes "o#$&$'a'$ por "aores "e!ra#os"o#$&$'a'$ por a#$'$oales -par!$#as eas/ "o#$&$'a'$ por #e#'!$os "o#$&$'a'$ por per#$#ase'o"$'as "o#$&$'a'$ por a"pl$a'$ #e pla(o,-Se4 +orrespo#a/.

@.? Prespes!o +o"para!$o Aproba#o Mo#$&$'a#o +os!o D$re'!o.7.? Prespes!o +o"para!$o Aproba#o Mo#$&$'a#o +os!o I#$re'!o Desa4re4a#o..? Me"or$a Des'r$p!$a.10.? Me"or$a #e +Cl'lo.11.? Es!#$o #e Selos

12.? D$seo #e Me('la.19.? Espe'$&$'a'$oes TH'$'as.16.? Pla$lla #e Me!ra#os15.? Res"e #e Prespes!o.1.? Prespes!o Geeral1@.? ACl$s$s #e +os!o U$!ar$o.17.? Rela'$ #e Is"os.1.? Prespes!o AalK!$'o.20.? ACl$s$s #e *le!es.21.? +roo4ra"as22.? Plaos.29.? +op$a Resol'$ #e Aproba'$ Epe#$e!e TH'$'o.26.? +op$a #e Prespes!o Aproba#o.25.? +op$a #e ACl$s$s #e +os!o U$!ar$o Aproba#o.

+.- CONCLUSIONES Y RECOMENDACIONES%

E $r!# #e la Resol'$ #e +o!ralorKa NJ 15?77?+G, Nor"as 3e re4la la e%e''$ #e las obraspbl$'as por A#"$$s!ra'$ D$re'!a D$re'!$a Geeral #el SNIP, Aproba#a por Resol'$ D$re'!oral N= 009?2011?E* 7.01DIRE+TIA REGIONAL N=0?2012?GOBIERNO REGIONAL PUNO, NORMAS PARA LAE

002 modif exp. tec.ultimo 10 - 10

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