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HOB Consultores S.A.

EXPEDIENTE TÉCNICO PRESUPUESTO ADICIONAL Nº 01

“PARTIDAS NUEVAS Y MAYORES METRADOS DEL REPLANTEO KM. 0+000 AL KM. 9+000” REHABILITACION REHABILITACION Y E!ORAIENTO DE LA CARRETERA EPALE PE"#N $ CU%UBU&UE $ 'APATERO $ SAN !OSE DE SISA

INDICE (OLUEN (OLUEN I ) TOO) 1*+ INTRODUCCION

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“PARTIDAS NUEVAS Y MAYORES METRADOS DEL REPLANTEO KM. 0+000 AL KM. 9+000”

Rehabilitación y Mejoramiento de la Carretera: Empalme PE-5N – Cuñumbuque – apatero – !an "o#$ de !i#a


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PRESUPUESTO ADICIONAL DE OBRA Nº 01

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PARTIDAS DEL ADICIONAL N4 01 Ite8 Des>r6>6@n 1. 00 OBRAS PRELIINARES 1.0' Acce!#! " c"nte$"! 1.0"/*%*t"c*#n e c"nte$"! ,. 00 O(IIENTO DE TIERRAS 2.0; E@c","c*n en E@%"n"c*#ne! en 6"te$*"% c#6n 2.09 E@t$"cc*#n en #n" e $!t"6# 2.10 Re6#c*#n e 6"te$*"% !"t$"# 2.11 Te$$"%ene! 2.12 E@t$"cc*n e 6"te$*"% e c"nte$" L"6"! FP.Ne," 2.1( Pe$>%"# & Re6#c*#n e De$$6/e FP.Ne," 2.1' Re%%en# c#n c"nt# $#"# FP.Ne," +. 00 SUB BASES Y BASES (.01 S/ H"!e G$"n%"$ (.02 H"!e G$"n%"$ .00 PA(IENTO ASJALTICO '.01 I6$*6"c*n A!B%t*c" '.0( P",*6ent# e C#nc$et# "!B"%t*c# c"%*ente '.0' Ce6ent# A!B%t*c# PEN 0J;0 '.0< A!B"%t# D*%*# MC 7 (0 FP.Ne," #.00 OBRAS DE ARTE Y DRENA!E -.01 E@c","c*n "$" e!t$ct$"! en 6"te$*"% c#6n en !ec# -.02 Re%%en#! "$" e!t$ct$"! -.0( Pe$"%en -.0' M"te$*"% >%t$"nte -.0C#nc$et# Qc[210 K5JC62 -.0 C#nc$et# Qc[1;- K5JC62 -.0; C#nc$et# Qc[100 K5JC62 -.0< C#nc$et# c*c%e# Qc[1'0 K5JC62 + (0 PG. -.09 Ace$# e ReBe$# -.10 T/e$)" c#$$5"" e "ce$# 5"%,"n*"# c*$c%"$ e 0.91 6 e *6et$# -.11 T/e$)" c#$$5"" e "ce$# 5"%,"n*"# c*$c%"$ e 1.22 6 e *6et$# -.12 T/e$)" c#$$5"" e "ce$# 5"%,"n*"# c*$c%"$ e 1.-2 6 e *6et$# -.1 S/ $en $#Bn# -.1; T/e$)" e PVC e!"" c#n e$B#$"c*n *"6 \ FS/ D$en"=e -.1< T/e$)" e $en"=e *"6 2\ PVC FM$#! -.19 Cnet"! $e,e!t*"! e c#nc$et# -.20 M"6#!te$)" c#n *e$" e6/#3*%%"" -.22 Enc#B$"# e c*6ent"c*#ne! en !ec# -.2( Enc#B$"# e e%e,"c*#ne! en !ec# -.2' Ge#te@t*% -.2; Re%%en#! "$" e!t$ct$"! c#n c"nte$" L"6"! FP.Ne," -.2< nt" "$" 6$#! FP.Ne," -.29 Re%%en# "$" "n=" $en"nte FP.Ne," -.(0 E@c","c*#n e "n=" e c#$#n"c*n FP.Ne," -.(1 T/e$)" e Vent*%"c*#n . G. 1 1J 2\ FP. Ne," -.(2 T/e$)" e PVC !*n e$B#$"c*n *"6 \ FP. Ne," K.00 TRANSPORTE .01 T$"n!#$te e 6"te$*"% 5$"n%"$ "!t" 1 K6 .02 T$"n!#$te e 6"te$*"% 5$"n%"$ " 6"! e 1 K6 .0( T$"n!#$te e e!c#6/$#! "!t" 1 K6 “PARTIDAS NUEVAS Y MAYORES METRADOS DEL REPLANTEO .0' T$"n!#$te e e!c#6/$#! 6"! 1 K6 KM. 0+000 " AL KM.e 9+000” Rehabilitación y Mejoramiento de la Carretera: Empalme PE-5N – – apatero – !an "o#$ de !i#a .0T$"n!#$te e 6ec%" "!B"%t*c" "!t"Cuñumbuque 1 K6 .0 T$"n!#$te e 6ec%" "!B"%t*c" " 6"! e 1 K6 .00 PROTECCION ABIENTAL <.01 Re,e5et"%*"c*#n <.0( De !*t# e e c F" #





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INDICE DE CONSISTENCIA _ 0.00 0.00 7 0.20.2- 7 0.-0 0.-0 7 0.;0.;- 7 1.00 ` 1.00

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TABLA N 1

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En e% )te6 III.< C#nc%!*#ne! & $ec#6en"c*#ne! e Ge#%#5*" e% 6enc*#n"# *nB#$6e !e !e"%" “(l estudio de geologa y geotecnia! se oriento a determinar las caractersticas de las canteras y dise7o de pavimento! y no a determinar! fundamentalmente! la problem#tica de la carretera en los aspectos geol8gicos y geot:cnicos ;deslizamientos! derrumbes! asentamientos! calidad de los materiales de corte! estabilidad de taludes! etc.
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e%%#! !e encent$" c#n!t*t*# #$ c#nc$et# "$6"# & e% $e!t# e 6$#! #$ c#nc$et# c*c%e#. E% E@e*ente A*c*#n"% %"nte" nece!"$*# %" e=ecc*n e 12 6$#! e c#ntenc*n !*en# nece!"$*# e=ect"$ 0( 6$#! "*c*#n"%e!. En e% !*5*ente c"$# !e 6e!t$" %" $e%"c*n e 6$#! c#$$e!#n*ente! "% !ect#$ K6. 0+000 7 K6. 9+000 c#nte6%""! en e% $e!ente e@e*ente.

Nº

1 2 ( ' < 9 9A 10 10A 11A 1' 1<

PRO2RESI(A REPLANTEO

PRO2RESI(A PROYECTO

2+0-2 AL 2+092 2+10 AL 2+20 2+220 AL 2+2'0 2+'<< AL 2+-1' (+12 AL (+1' (+220 AL (+22 (+(-0 AL (+(' (+(;0 AL (+(<; (+(;0 AL (+(<0 '+11 AL '+1'< ;+-0 AL ;+;00 <+<;< AL <+90<

2+0-0 AL 2+090 2+1-' AL 2+19' 2+21' AL 2+2( 2+'<' AL 2+-10 (+11' AL (+1'0 (+20< AL (+22 (+(2 AL (+('

;+2 AL ;+<2 <+<- AL <+<<'

LAD O

CONCRET O

DER

CICLOPEO


DER

CICLOPEO


DER

CICLOPEO


DER

CICLOPEO


DER

CICLOPEO


DER

ARMADO


DER

ARMADO

A*c*#n"% e O/$"

DER

CICLOPEO


DER

CICLOPEO

A*c*#n"% e O/$"

DER

CICLOPEO

A*c*#n"% e O/$"

DER

CICLOPEO


DER

CICLOPEO


OBSER(ACIONES

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PLATAJORA SUPERIOR

PLATAJORA INJERIOR ANTI2UA




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%"! >%t$"c*#ne! en e% t"% e c#$te "!) c#6# e$*6*$ e% n*,e% B$et*c# en %#! !ect#$e! c#n "%t# 5$"# e 6e" F!e%# !"t$"#. D$"nte %" et"" e %*6*e" & c#nB#$6"c*n " n*,e% e !/$"!"nte !e "n etect"# !ect#$e! e %" c"$$ete$" c#n e% n*,e% B$et*c# "%t# $eWe=n#!e en %" %"t"B#$6" e@*!tente %"! B#$6"c*#ne! e %" 6*!6". L#! !ect#$e! *ent*>c"#! !#n %# !*5*ente! De% K6. 0+021 "% K6. 0+1-0 %"# *3*e$# De% K6. 0+-1( "% K6. 01+0-0 %"# *3*e$# De% K6. 01+;-; "% K6. 02+0(0 %"# *3*e$# Se "n eBect"#! c"%*c"t"! en e% 3e !e " ete$6*n"# e% "%t# 5$"# e 6e" n"t$"% FVe$ Ane@# 10. E% !/$en $#Bn# $#&ect"# e! n" "n=" e !ecc*n $ect"n5%"$ e 0.;-6 e /"!e #$ 0.9-6 e "%t$" e% c"% t*ene en ! *nte$*#$ n" t/e$)" e$B#$"" PVC e  ” "!ent"" en n" c"6" "$en" $e%%en"# c#n 6"te$*"% 5$"n%"$ e$6e"/%e en,e%t# en n 6"nt# 5e#te@t*%. E!t#! !/$ene! !e /*c"n #$ e/"=# e %" cnet" $e,e!t*". L" c#n!t$cc*n "*c*#n"% e e!t#! !/$ene! !e c#6%e6ent" c#n %" c#n!t$cc*n e c"="! e $e5*!t$#! "$" #t*6*"$ e% W=# e "5" en %"! e!c"$5"! t$"n!,e$!"%e! & eBect"$ t$"/"=#! e %*6*e". A!) t"6/*n !e c#n!t$*$n t/e$)"! e ,ent*%"c*n en %"! c#t"! 6! "%t"! F*n*c*# c#n %" >n"%*" e e!t"$ en c#nt"ct# c#n %" $e!*n "t6#!B$*c" " >n e e,*t"$ e% "t$""6*ent# e "5" en e% !/$en. E! nece!"$*# "e6! c#nte6%"$ %" e!c"$5" e "5"! e e!t"! e!t$ct$"! " t$",! e t/e$)"! PVC & n" e!t$ct$" e e!c"$5" en /"!e " c#nc$et# t"% c#6# !e 6e!t$"n en %#! %"n#! $e!ect*,#!. Ten*en# en cent" 3e e% E@e*ente Tcn*c# !%# c#n!*e$" %" e=ecc*n e !/$ene! en e% !ect#$ K6. (0+00 7 K6. (<+000 %#! !/$ene! $e!ent"#! en e% $e!ente E@e*ente e/en !e$ c#n!*e$"#! c#6# e!t$ct$"! "*c*#n"%e! "!) c#6# !! $e!ect*,#! 6et$"#!. L"! "$t*"! *n,#%c$""! en e!t#! 6"&#$e! 6et$"#! !#n %#! !*5*ente! -.01. E@c","c*n "$" e!t$ct$"! en 6"te$*"% c#6n en !ec#. -.2;. Re%%en# "$" E!t$ct$"! c#n 6"te$*"% $#,en*ente e c"nte$" L"6"! FP"$t*" Ne,". -.0-. C#nc$et# Bc 210 K5Jc62. -.0. C#nc$et# Bc 1;- K5Jc62. -.0<. C#nc$et# C*c%e# Bc 1'0 K5Jc62 @ (0 P.G. -.09. Ace$# e ReBe$#. -.1. S/$en $#Bn#. -.1;. T/# PVC Pe$B#$"c*n D*6et$# ”. -.22. Enc#B$"# e c*6ent"c*#ne! en !ec#. -.2(. Enc#B$"# e e%e,"c*#ne! en !ec#. -.2'. Ge#te@t*%. -.(1. T/# e Vent*%"c*n FP"$t*" Ne,". -.(2. T/e$)" PVC ” !*n e$B#$"$ FP"$t*" Ne,". “PARTIDAS NUEVAS Y MAYORES METRADOS DEL REPLANTEO KM. 0+000 AL KM. 9+000”



CUNETAS RE(ESTIDAS L#! 6"&#$e! 6et$"#! ete$6*n"#! en e!te t*# e e!t$ct$" $#,*enen e %#! t$"/"=#! e $e%"nte# & %" *n!ecc*n c#n=nt" ent$e e% Se$,*!#$ & e% C#nt$"t*!t" 3*ene! *ent*>c"$#n %#! !ect#$e! c#n 6"&#$ nece!*" e e!t"! #/$"! "!) c#6# e% c#n,en*ente e!B#5e e %"! "5"! "c*" te$$en# n"t$"% " t$",! e %" $#%#n5"c*n e "%5n#! t$"6#! e cnet"!. L" *n!ecc*n e c"6# $e"%*"" c#n!e$," %#! t*#! e !ecc*#ne! %"nte"#! en e% E@e*ente Tcn*c# FCU. Cnet" t$*"n5%"$ UR cnet" $ect"n5%"$ R "n=" t$"e#*"% $e,e!t*". L" e!c"$5" e %"! "5"! ee !e$ ent$e5"" "% te$$en# n"t$"% FTN n" "%c"nt"$*%%" FALC # " #t$#! t$"6#! e cnet"! FCU UR R. E% $e!ente E@e*ente A*c*#n"% " c#n!*e$"# c#n,en*ente %" e=ecc*n e e!t"! #/$"! en %#! !*5*ente! !ect#$e! TIPO R R R R R R R R

TRAMO LADO I. Acce!# 0+0(.0 0+02.(2 0+0'2.2; 0+120.9; 0+02.(2 0+1<0.00 0+1(<.' 0+''.<; 0+'9<.29 0+'0.0 0+-12.29 0+;90.00 0+-;.- 0+900.00 0+;90.00

DESCARGA AC AC R AC TN ALC AC R

CU R

1+02.-0 1+2(0.00

0+900.00 1+02.-0

ALC TN

CU CU CU CU CU R CU CU CU

1+00.00 1+;-;.00 2+0(1.-0 2+120.00 2+2(0.00 2+'0-.00 2+'(0.00 2+'1.00 2+9-.00

1+;-;.00 2+0(1.-0 2+120.00 2+2(0.00 2+'0-.00 2+'(0.00 2+'1.00 2+9-.00 2+<90.00

ALC ALC ALC ALC R CU ALC ALC ALC

CU

2+<90.00

(+12<.00

ALC

CU CU R

(+12<.00 (+'<0.00 (+-(0.00

(+';(.00 (+-(0.00 (+--0.00

TN R TN

R

'+000.00

(+990.00

TN

TIPO

TRAMO LADO DER.

DESCARGA

R R

0+110.00 0+(<0.00

0+02<.00 0+110.00

ALC R

R R R R R R CU R R R

0+-00.00 0+2<.-1 0+;1(.00 0+<10.00 0+900.00 1+00.00 1+2(0.00 1+('0.00 1+-<0.00 1+-<0.00

0+(<0.00 0+-12.29 0+(.-1 0+;1(.00 0+<10.00 0+9<-.00 1+00.00 1+2(0.00 1+('0.00 1+(0.00

CU ALC AC R R TN R ALC R TN

CU R

2+(;0.00 2+'10.00

2+'10.00 2+'(0.00

R TN

R R CU R CU CU R CU R R CU R R

2+;(0.00 2+;10.00 2+;(0.00 2+<00.00 2+910.00 2+9-0.00 2+9-0.00 2+9;0.00 (+1--.00 (+21-.00 (+(90.00 (+-'0.00 (+-'0.00 (+-0. (+-90.00 (+'0.00 (+'0.00 (+'.0 (+'.0 (+<0.00 (+<0.00 (+<10.00 (+<10.00 (+<((.-0 (+9(.0( (+919.1< Acce!# (+9((.00

R TN R TN TN R ALC R ALC CU R ALC AC AC




CU CU CU CU CU CU CU

'+120.00 '+120.00 '+200.00 '+2'0.00 '+(10.00 '+('0.00 '+'20.00

'+0''.00 '+10.00 '+2(0.00 '+290.00 '+('0.00 '+'20.00 '+-00.00

AC ALC TN TN ALC ALC TN

CU

'+110.00

'+0(0.;<

TN

CU

'+2;0.00

'+(;0.00

TN

CU CU

'+-00.00 '+(0.00

'+'90.00 '+9(0.00

TN UR

CU CU UR R CU

'+;0.00 '+;0.00 '+<''.00 '+9<'.00 -+(90.00

'+10.00 '+;-0.00 '+9;.00 '+99'.00 -+(-0.00

TN TN AC TN TN

CU CU CU CU UR UR UR UR

-+(;.00 -+(<'.00 -+(90.00 -+0.00 -+<00.00 -+900.00 +01-.00 +1;.00

-+(-0.00 -+(90.00 -+''0.00 -+-0.00 -+<0.00 -+<-0.00 -+9<0.00 +1(0.00

TN TN ALC TN TN TN TN TN

CU CU

-+0.00 -+<(;.00

-+-90.00 -+<0.00

TN ALC

UR UR UR UR

+0;.00 +1;.00 +2(0.00 +2(0.00

-+<(;.00 +0<'.00 +1<'.00 +2;.00

ALC AC AC AC

UR CU

+2'0.00 +290.00

+2;0.00 +2;0.00

TN ALC

R CU CU

+2<'.00 +-00.00 +<00.00

+'0.00 +00.;0 +00.;0

TN ALC ALC

CU CU CU CU

+-20.00 +<00.00 +<;-.00 +90.00

+-;0.00 +;-0.00 +<;0.00 +<<-.00

TN TN TN AC

CU CU CU CU

;+010.00 ;+1'0.00 ;+2'0.00 ;+(;0.00

+<90.00 ;+090.00 ;+210.00 ;+2;0.00

TN TN TN TN

CU CU

;+2-0.00 ;+(;0.00

;+1;0.00 ;+2;0.00

ALC TN

CU CU CU CU CU CU CU

7+370.00 7+620.00 7+620.00 7+700.00 8+040.00

7+410.00 7+476.70 7+640.00 7+780.00 7+850.00

TN ALC TN TN TN

CU CU

7+370.00 7+540.00

7+390.00 7+510.00

TN TN

TN ALC

CU CU CU ZR ZR

7+700.00 7+900.00 8+020.00 8+150.00 8+170.00

7+765.00 7+850.00 7+970.00 8+060.20 8+157.00

TN TN TN ALC ALC

8+157.00 8+280.00

8+070.00 8+157.00

CU CU

8+280.00 8+280.00

8+170.00 8+340.00

ZR TN

CU

8+280.00

8+360.00

CU

CU ZR

8+360.00 8+370.00

8+370.00 8+416.00

ZR ALC

ZR CU

8+500.00 8+540.00

8+416.00 8+500.00

ALC ZR

CU

8+540.00

8+470.00

TN

CU CU

8+710.00 8+760.00

8+620.00 8+716.40

ALC ALC

CU

8+700.00

8+650.00

TN

CU CU

8+760.00 8+900.00

8+867.00 8+940.00

ALC ALC

CU

8+760.00

8+840.00

TN

CU

9+020.00

8+940.00

ALC

CU

9+020.00

8+970.00

TN

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TRAMO LADO I.

DESCARGA

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Acceso 0+036.60

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AC

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AC

0+138.46

0+120.97

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AC

0+657.56

0+640.06

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AC

4+044.00

4+000.00

ZR

TIPO

AC

AC AC

4+836.00

4+844.00

UR

AC

4+976.00

4+984.00

ZR

AC

6+084.00

6+076.00

UR

AC

6+184.00

6+176.00

UR

AC

6+276.00

6+284.00

ZR

TRAMO LADO DER.

0+636.51

DESCARGA

0+628.51

Acceso 3+933.00

ZR

TN

AC

5+384.00

5+376.00

CU

AC

6+885.00

6+875.00

CU

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INAL FK6

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2+-;0.00

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02

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-.2;. Re%%en# "$" E!t$ct$"! c#n 6"te$*"% $#,en*ente e c"nte$" L"6"!. eor:86ento 4e suelos en :l>:nt:r6ll:s. L#! $#/%e6"! en %" c"%*" e %#! !e%#! !e "n "# " %# %"$5# e %#! 9 X6!. 3e c#6$ene e% $e!ente E@e*ente. E!te ec# "Bect" $*nc*"%6ente %" c*6ent"c*n e ,"$*"! e!t$ct$"! e #/$"! e "$te & $en"=e ent$e e%%"! #e6#! 6enc*#n"$ %"! !*5*ente! "%c"nt"$*%%"! 3e $e!ent"n !e%#! *n"ec"#! 3e *6*en %" c*6ent"c*n e *c" e!t$ct$". E!t" !*t"c*n c#6$#6ete %" e!t"/*%*" e %" e!t$ct$" & e %" ,)" e6%""" en %" "$te !e$*#$ e e!t" "%c"nt"$*%%". • • • • • •

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#.00 SUSTENTO LE2AL DEL PRESUPUESTO ADICIONAL Nº 01 #.01 ARCO LE2AL APLICABLE V.1

C#nt$"t# e E=ecc*n e O/$" -00200<GRSMPECHM e Bec" 10.12.200< !!c$*t# ent$e e% PROYECTO ESPECIAL UALLAGA CENTRAL Y HAO MAYO & ODEHRECT PERU INGENIERIA Y CONSTRUCCION.

V.2

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V.(

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#.0, SUSTENTO LE2AL V.'

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V.-

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V.;

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.00

PRESUPUESTO ADICIONAL Nº 01 .01 PRESUPUESTO ADICIONAL Nº 01 E% P$e!e!t# e% A*c*#n"% N4 01 “P"$t*"! Ne,"! & M"&#$e! Met$"#! e% Re%"nte# K6. 0+000 "% K6. 9+000” e! e% !*5*ente PRESUPUESTO ADICIONAL Nº 01 "PARTIDAS NUEVAS Y MAYORES METRADOS DEL REPLANTEO DEL KM. 0+000 AL KM. 9+000" %EC&' PRE!(P(E!)*:

PARTIDA

DESCRIPCION

1.00 1.04 1.05 .00 2.07 2.09 2.10 2.11 2.12 2.13 2.14 3.00 3.01 3.02 $.00 4.01 4.03 4.04 4.08 !.00 5.01 5.02 5.03 5.04 5.05 5.06 5.07 5.08 5.09

OBRAS P RELIMINARE S Accesos a canteras "a!##tac#on $e canteras MOVIMIENTO DE TIERRAS %&ca'ac#(n en %&)anac#ones en *ater#a co*n %&tracc#on en ona $e )resta*o Re*oc#on $e *ater#a sat-ra$o Terra)enes %&tracc#(n $e *ater#a $e cantera La*as /.N-e'a /er#a$o  Re*oc#on $e err-*!e /.N-e'a Reeno con canto ro$a$o /.N-e'a SUB BASES Y BASES -! ase ran-ar ase ran-ar PAVIMENTO ASFALTICO *)r#*ac#(n Ast#ca /a'#*ento $e Concreto asat#co en ca#ente Ce*ento Ast#co /%N 6070 Asato #-#$o :C ; 30 /. N-e'a OBRAS DE ARTE Y DRENA%E %&ca'ac#(n )ara estr-ct-ras en *ater#a co*n en seco Reenos )ara estr-ct-ras /e$ra)en :ater#a #trante Concreto <=c>210 ?gC*2 Concreto <=c>175 ?gC*2 Concreto <=c>100 ?gC*2 Concreto c#c()eo <=c>140 ?gC*2 + 30@ /. Acero $e re-ero T-!erBa corr-ga$a $e acero ga'an#a$o c#rc-ar $e 0.91 * $e $#*etro T-!erBa corr-ga$a $e acero ga'an#a$o c#rc-ar $e 1.22 * $e $#*etro T-!erBa corr-ga$a $e acero ga'an#a$o c#rc-ar $e 1.52 * $e $#*etro -! $ren )ro-n$o T-!erBa $e /C )esa$a con )erorac#(n $#a* 6D -! renaEe T-!erBa $e $renaEe $#a* 2D /C :-ros C-netas re'est#$as $e concreto :a*)osterBa con )#e$ra e*!oF-#a$a %ncora$o $e c#*entac#ones en seco %ncora$o $e ee'ac#ones en seco eote&t# Reenos )ara estr-ct-ras con cantera La*as /.N-e'a

5.10 5.11 5.12 5.16 5.17 5.18 5.19 5.20 5.22 5.23 5.24 5.27

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59,304.00 77,140.84

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4.67 6.76 4.54 5.66 9.26 5.65 31.65

65,524.91 3,931.09 30,012.83 36,132.74 41,760.58 11,194.70 4,374.50

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47.90 55.32

1,142.31 801.42

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7.25 270.27 9.11 11.75

1,428.61 94.65 3,407.29 24,459.45

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7.37 82.26 98.69 86.79 496.56 421.11 278.09 270.60 5.85

3,884.93 117.78 267.33 71.70 67.96 31.08 16.42 353.62 2,663.18

36,9!.# 33,210.24 3,085.63 1,61,#!1.0 306,001.33 26,574.17 136,258.25 204,511.31 386,702.97 63,250.06 138,452.93 99,0!1.0 54,716.65 44,334.55 3!$,3##.$3 10,357.42 25,581.06 31,040.41 287,398.54 !3,91.1 28,631.93 9,688.58 26,382.80 6,222.84 33,746.22 13,088.10 4,566.24 95,689.57 15,579.60

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396.27

72.90

28,888.08

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764.88

34.02

26,021.22

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1,185.41 110.02

16.20 656.64

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51.34 18.55 435.00 444.10 62.90 62.90 5.31 67.99

997.60 187.76 27.28 187.51 130.49 1,103.27 3,726.03 2,757.89

51,216.78 3,482.95 11,866.80 83,273.19 8,207.82 69,395.68 19,785.22 187,508.94

METRADO

0.56 0.04



PRESUPUESTO ADICIONAL Nº 01


5.28 5.29 5.30 5.31 5.32 6.00 6.01 6.02 6.03 6.04 6.05 6.06 .00 8.01 8.03

G-nta )ara *-ros /.N-e'a Reeno )ara anEa $renante /.N-e'a %&ca'ac#on $e anEa $e coronac#on /.N-e'a T-!erBa $e ent#ac#on <. . 1 1 2D /. N-e'a T-!erBa $e /C s#n )erorac#(n $#a* 6D /. N-e'a TRANSPORTE Trans)orte $e *ater#a gran-ar Hasta 1 ?* Trans)orte $e *ater#a gran-ar a *as $e 1 ?* Trans)orte $e esco*!ros Hasta 1 ?* Trans)orte $e esco*!ros a *as $e 1 ?* Trans)orte $e *eca asat#ca Hasta 1 ?* Trans)orte $e *eca asat#ca a *as $e 1 ?* PROTECCION AMBIENTAL Re'egeta#ac#on e)os#to $e $esecHos aco*o$o TOTAL COSTO DIRECTO ATI %N%RAL% <GI 6.9138023@ C  J ATI %N%RAL% ARAL% 31.333172 @ C J UTLA  12.00 @ C  J SUB TOTAL :/U%TI %N%RAL A LA %NTA ... 19.00 @ T TOTAL PRESUPUESTO ADICIONAL Nº 01 @ % NC%NCA

*2 *3 *3 *

5.89 36.28 27.80 179.53 42.98

171.48 354.45 779.52 5.00 65.00

*3&* *3&* *3&* *3&* *3&* *3&*

3.82 0.97 3.63 1.54 8.13 1.47

46,168.93 813,782.96 115,602.58 114,298.24 94.65 1,089.08

"a *3

4,074.53 1.41

1.49 115,602.61

KKKKKKKKKKKK KKKKKKKKKKKK 12.00@ KKKKK 109,561,076.52



1,010.02 12,859.45 21,670.66 897.65 2,793.70 1,!63,#61.9 176,365.31 789,369.47 419,637.37 176,019.29 769.50 1,600.95 169,0#0.#3 6,071.05 162,999.68 $,33,9.3! 299,936.60 1,359,304.86 520,587.52 6,!1,0!.33 1,238,431.08 #,#!6,$9.$1 7.08@


.0, INCIDENCIA ACUULADA DE LOS PRESUPUESTOS ADICIONALES TOTALES L" Re!#%c*n e C#nt$"%#$)" N4 (9200;CG C"*t%# V D*!#!*c*#ne! Gene$"%e! N6e$"% - *ce " %" %et$" “P"$" c"%c%"$ e% #$cent"=e e *nc*enc*" "c6%"" e n P$e!e!t# A*c*#n"% e #/$" $e!ect# "% 6#nt# e% c#nt$"t# #$*5*n"% %"! Ent*"e! "c6%"$n e% 6#nt# t#t"% e %#! P$e!e!t#! A*c*#n"%e! e #/$" "t#$*"#! *nc%&en# e% 3e !e encent$" en t$6*te & e% 6#nt# e "3e%%#! $e!e!t#! ect*,#! e$*,"#! e %"! !!t*tc*#ne! e #/$" *$ect"6ente ,*nc%""! c#n %"! "$t*"! e #/$"! "*c*#n"%e! !*e6$e 3e "6/"! $e!#n"n " %" 6*!6" >n"%*" $#5$"6""”. De %" c#n!*e$"c*n "nte! e@e!t" %" ete$6*n"c*n e% #$cent"=e e *nc*enc*" !e " eBect"# e "ce$# c#n %# *n*c"# en %" Re!#%c*n e C#nt$"%#$)" N4 (9200;CG.

CALCULO DE LA INCIDENCIA A TRAITAR Y NUE(O ONTO DEL CONTRATO

DESCRIPCION

SITUACION

/R%U/U%TI CINTRACTUAL IRNAL /R%U/U%TI ACINAL NM 01

MONTO &'() I*V

MONTO &() I*V

INCIDENCIA

S/.

S/.

&-

Contrato $e %Eec-c#(n $e I!ra N 500;2008;R:;/%"C:

92,068,131.53

109,561,076.52

100.00@

%n tr*#te $e A)ro!ac#(n

6,518,058.33

7,756,489.41

7.08@

TOTAL PRESUPUESTOS ADICIONALES

6,!1,0!.33

#,#!6,$9.$1

#.0-

/R%U/U%TI %UCTI NM 01 NCULANT% AL AC NM 01

;2,098,521.60

;2,497,240.70

;2.28@

TOTAL PRESUPUESTOS DEDUCTIVOS VINCULANTES

,09,!1.60

,$9#,$0.#0

.-

TOTAL &ADICIONALES  DEDUCTIVOS VINCULANTES

$,$19,!36.#3

!,!9,$.#1

$.0-

INCIDENCIA ACUMULADA

$.0-

96,$#,66.6

NUEVO MONTO CONTRATO S/.

11$,0,3!.3

C"%c%# e *nc*enc*" !e5n Re!#%c*n e C#nt$"%#$*" N4 (9200;CG D*$ect*," N 01200;CGCGJOEA C"*t%# V. D*!#!*c*#ne! Gene$"%e! n6e$"% -.




.0+ JORULA POLINOICA Se " c"%c%"# %" B$6%" P#%*n6*c" e Re"=!te e% P$e!e!t# A*c*#n"% N4 01 “P"$t*"! Ne,"! & M"&#$e! Met$"#! e% Re%"nte# K6. 0+000 "% K6. 9+000” en Bnc*n " %#! 6et$"#! & P$ec*#! Un*t"$*#! 3e *nte$,*enen en e% P$e!e!t# ete$6*nn#!e "!) %" !*5*ente B$6%"

Fórmula Polinómica K=

0.066*(MOr / MOo) + 0.073*(CACr / CACo) + 0.420*(!"r / !"o) + 0.44#*($$%r / $$%o)

Monomio

1 2

Fac&or

0.066 0.073

(')

molo

"nic,

ILAR :A N
69.17

:0

3 0 47

57.45

CAC

13 2 1 49 4 8 39

A
30.83

42.55 3

0.420

49.28

%N

50.72 4

0.441

100.00

U

-,crición

:ANI % IRA C%:%NTI /IRTLAN T/I  :AUNARA O %U/I :/IRTAI :AUNARA O %U/I NACINAL NC% %N%RAL % /R%CI AL CINU:IR

1.000




Fórmula Polinómica  A1ruami,n&o Pr,liminar

"nic,

-,crición

' "nicio

' alo

02

AC%RI % CINTRUCCIN LI

0.03533835

0.000

03

AC%RI % CINTRUCCIN CIRRUAI

0.19159518

0.000

05

AR%AI RU%I

0.00288155

0.000

09

ALCANTARLLA :%TALCA

0.76902981

0.000

13

A
3.76597857

4.16617870

20

C%:%NTI A
0.40020033

0.000

21

C%:%NTI /IRTLAN T/I 

1.16104674

3.08553525

29

ILAR

0.01104018

0.000

30

ILAR :A N
0.32058046

2.0536155

37

"%RRA:%NTA :ANUAL

0.18014873

0.000

38

"IR:IN

1.51332951

0.000

39

NC% %N%RAL % /R%CI AL CINU:IR

44.06967926

43 44

:A%RA NACINAL /ARA %NCI
44.0696792 6 0.40827745 0.000

0.000

47

:ANI % IRA

4.42729092

4.60743952

48

:AUNARA O %U/I NACINAL

21.31298447

49

:AUNARA O %U/I :/IRTAI

53

/%TRIL%I %%L

21.3129844 7 20.7045654 9 0.09440696

54

/NTURA LAT%P

0.04148865

0.000

60

/LANC"A % /ILUR%TANI

0.01092168

0.000

65

TU%RA % AC%RI N%RI

0.00996426

0.000

72

TU%RA % /C

0.56924997

0.000

100.000

100.000

o&al

A1ruami,n&o

+20 +38+05+43 +29+53+02+09+65+03+60+54+7 2

0.000

+37

20.70456549 0.000




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PARTIDAS DEL ADICIONAL

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