EVALUACION PAVIMENTOS MARIPOSA PAMPA HERMOSA 08 09 2015.xlsx

7/23/2019 EVALUACION PAVIMENTOS MARIPOSA PAMPA HERMOSA 08 09 2015.xlsx

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2007 1993Distrito de Huaricolca Distrito de Huaricolca

Casos % Casos %

Hombre 1452 48.4% 48.4% HOMBRES 1,390 49.0%Muer 1551 !1."% 100% M#$ERES 1,449 !1.0%

Total 3,003 100% 100% Total ,839 100%FUENTE: INEI - XI CENSO DE POBLACION Y VI DE VIVIENDA 2007 FUENTE: INEI - IX CENSO DE POBLACION Y IV D

Pn (2007) 3,003P0 (1993) 2,839

tn 2007t0 1993

Tas. Crec. calcul= 0.40%Pobl Cal (2015) 3,101

0.40%

PROYECCION DE LA POBLACIONDE REFERENCIA

Aos T.C

0 2014 510 5.51% 5101 2015 5.51% 5382 2016 5.51% 5683 2017 5.51% 5994 2018 5.51% 6325 2019 5.51% 6676 2020 5.51% 704

7 2021 5.51% 7428 2022 5.51% 7839 2023 5.51% 82610 2024 5.51% 872Fuente: Elaboracion Propia

PROYECCION DE LA POBLACIONOBJETIVO

AOS T.C

0 2014 510 5.51% 5101 2015 5.51% 5382 2016 5.51% 5683 2017 5.51% 599

Categoras

Acumulado %

Categoras

Tas. de Crec. a utl. enPro!eccones

Poblacion

POB.BENEFICIA

RIA

POBLACION

POB.BENEFICIAR

IA


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4 2018 5.51% 6325 2019 5.51% 6676 2020 5.51% 7047 2021 5.51% 7428 2022 5.51% 7839 2023 5.51% 82610 2024 5.51% 872

Fuente: Elaboracion Propia Total 6931Prom!io "#$

POBLACION OBJETIVO

TRA%O Dnsi!a!

C!"!#$& 102 5.00 510

Fuente: Elaboracion Propia

N&mro!

Vi'in!a

PoblacionTo(al


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49.0%100%

100% E VIVIENDA 1993

11"5

## area urbana2007 19"4

2014 2020

Acumulado%


4/127


5/127

$&'$'

INFRAESTRUCTURA DEMANDADA DEL JR. BEATRIZ LUQUECARACTERSTICAS UNIDAD DE MEDIDA JR. BEATRIZ LUQUE

CALZADA VEHICULAR

Longitud Km - ml 823.88 M.L.

Topografa Ligeramente Plana

Pendiente promedio % 0.30%

Seccin tran!eral ml. ".#0 a $ ml.

nc&o de cal'ada !e&icular ml. #."0 a (.20 ml.

carril ) * 2

+erar,ua olectora

Superficie de rodadura etado

elocidad directri' Km./&. 3(

uneta oncreto fc12)0 g/cm2 ml. 23$8.2#

ereda oncreto fc1)$( g/cm2 M2 )#(".)

4uente5 6la7oracin Propia

CUADRO N 4.12INFRAESTRUCTURA DEMANDADA DEL JR. JORGE CHVEZ

CARACTERSTICAS UNIDAD DE MEDIDA JR. JORGE CHVEZ

CALZADA VEHICULAR

Longitud Km - ml $8$.# M.L.

Topografa PlanaPendiente promedio % 0.23%

Seccin tran!eral ml. (.20 ml.

nc&o de cal'ada !e&icular ml. 3.# ml.

carril )

+erar,ua olectora

Superficie de rodadura etado Pa!imento gido en 7uen etado9


uneta oncreto fc12)0 g/cm2 ml. )".#"

ereda oncreto fc1)$( g/cm2 M2 )0#3.)(


CUADRO N 4.12INFRAESTRUCTURA DEMANDADA DEL JR. BERNARDO ALCEDO

CARACTERSTICAS UNIDAD DE MEDIDA JR. BERNARDO ALCEDO

CALZADA VEHICULAR

Longitud Km - ml "#.3 M.L.

Topografa Plana

Pendiente promedio % -0.)$%

Seccin tran!eral ml. ( ml.

nc&o de cal'ada !e&icular ml. 3.2 ml.

carril )

+erar,ua olectora

Superficie de rodadura etado Pa!imento gido en 7uen etado9


Pa!imento gido do7le !ia en 7uenetado9

Pa!imento gido un aola !ia en

7uen etado9


6/127

uneta oncreto fc12)0 g/cm2 ml. )2$.$

ereda oncreto fc1)$( g/cm2 M2 #0.(


CUADRO N 4.12INFRAESTRUCTURA DEMANDADA DEL JR. ALFONSO UGARTE

CARACTERSTICAS UNIDAD DE MEDIDA JR. ALFONSO UGARTECALZADA VEHICULAR

Longitud Km - ml "(.( M.L.

Topografa :;L:;


7/127

, *. +* C-/, *. &', *. *'*$+ 'C$+, *. '++ 6'*T

1 98.84 41 4.5

2 2."5 42 11.75391.85 3 29.2 43 524354.95 4 15." 44 12.5

14.8 5 20.4 45 14.757.75 " 12.45 4" 4.5

38.35 7 14.8 47 85.449.4 8 11.9 48 ".9532.5 9 33.45 49 19.9

39.55 10 14.1 50 39.2

51.3 11 13.5 51 ".1145.3" 12 11.8 52 42.9

13 17.5 53 77.3515 ".75 55 7."517 15.55 57 7.85

18 52.1 58 25.7

19 25."5 59 52.2

20 8.25 "0 14.821 34.5 "1 1".522 7.3 "2 7.0523 2".45 "3 55.7

24 77.5 "4 15.9525 43.1 "5 13.352" 5.8 "" 13.527 39.35 "7 15.5528 20 "8 33.4529 "."5 "9 11.330 "5."5 70 14.831 4.5 71 11.8532 28.15 72 18.834 4.5 74 10.83" 4.5 7" 3.3

37 1".25 77 98.8538 41.95

39 4.740 54.4

27.513.45


8/127

12 3."5 19 23.753 11.1 20 29."

4 20.7 21 38.355 ".1 22 2.9" 24.85 23 9.057 10.1 24 5."8 14.15 25 10.49 5.95 2" 19.25

10 15 27 14.511 11.3 28 2013 3.95 30 24.815 5.9 32 "."

1" 5.5 33 11.2

17 28.35 34 3.1518 29." 35 18.323.45


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2 41.85 43 7.35 84 7."5

3 13.75 44 5.75 85 7.2

4 20.95 45 11.7 8" 18.3

5 8.5 4" 8.3 87 11.75" 7.3 47 7.1 88 1".47 8.2 48 7.3 89 4.98 5." 49 21.05 90 15.75

9 25."5 50 29.45 91 "10 12.1 51 2.1 92 22.1511 5.05 52 37.2 93 30.9512 10."5 53 14.4 94 4.913 10.75 54 3.9 95 19.7514 9.3 55 24.4 9" 2.815 21.2 5" 7.4 97 31" 11.95 57 40.55 98 27.8517 30.4 58 40.55 99 12.8519 5.3 "0 24.2 101 2.7521 22.05 "2 15.5 103 18.9

22 5." "3 37.3 104 17."523 15.7 "4 1.95 105 25.75

24 5.3 "5 29.55 10" 5.225 1"." "" 21.15 107 8.22" 11.8 "7 7.85 108 ".827 18.05 "8 3.3 109 8.3528 7.05 "9 9.35 110 1".9529 8.25 70 7.5 111 3."530 10."5 71 ".4" 112 3"."31 8.7 72 3.9 113 4.3532 11.55 73 12." 114 15.333 8.55 74 ".9 115 14.0534 29.75 75 11 11" 14.335 18.75 7" 2.05 117 4.45


10/127

3" 10.55 77 11.35 118 2.4538 11.55 79 29.45 120 41.740 11.7 81 11.75 122 51.55

41 3.9 82 9.35 123 4.3


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CIRCULACION VEHICULA

CALLES 6 Y 71. DETERMINACIN DEL TRNSITO ACTUAL

ENTRADA23 24 25 26

LUNES ARTES IERCOLES !UEVES

AUTO MOVIL 4 3 4 2

CAMIONETA

COMBI 1 1 1 1

MICROBUS B-2E 1 1 1 1BUS B-3ECamin 2ECamin 3ECamin 4ESemitraylers 2S2Semitraylers 2S3Semitraylers 3S2Semitraylers >3S3Traylers 2T2Traylers 2T3

Traylers 3T2Traylers >3T3

TOTAL ! " ! 4#ORC$ % &3$33% &&$&&% &3$33% '$'(%

SALIDA23 24 25 26

LUNES ARTES I"RCOLES !UEVESAUTO MOVIL 4 3 4 2CAMIONETA

COMBI 1 1 1 1

MICRO

BUS B-2E 1 1 1 1

BUS B-3ECamin 2ECamin 3ECamin 4ESemitraylers 2S2Semitraylers 2S3Semitraylers 3S2Semitraylers >3S3Traylers 2T2

Traylers 2T3Traylers 3T2Traylers >3T3

TOTAL 6 5 6 4


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#ORC$ % &3$3% &&$&% &3$3% '$(%

AMBOS)ETERMINACION )EL IM)a

TIPO DE VEH#CULOTRFICO VEHCULAR EN DOS SENTIDOS P

LUNES ARTES I"RCOLES !UEVES VIERNESAUTO MOVIL $ 6 $ 4 12CAMIONETA 0 0 0 0 0

COMBI 2 2 2 2 2MICRO 0 0 0 0 0

BUS B-2E 2 2 2 2 2BUS B-3E 0 0 0 0 0Camin 2E 0 0 0 0 0Camin 3E 0 0 0 0 0Camin 4E 0 0 0 0 0Semitraylers 2S2 0 0 0 0 0Semitraylers 2S3 0 0 0 0 0Semitraylers 3S2 0 0 0 0 0Semitraylers >3S3 0 0 0 0 0Traylers 2T2 0 0 0 0 0Traylers 2T3 0 0 0 0 0Traylers 3T2 0 0 0 0 0Traylers >3T3 0 0 0 0 0

TOTAL &2 &* &2 ' &!

)EMAN)A ACTUALTIPO DE VEH#CULO ID% &

AUTO MOVIL 13 "8.9%CAMIONETA 0 0.0%

COMBI 3 15."%MICRO 0 0.0%

BUS B-2E 3 15."%BUS B-3E 0 0.0%Camin 2E 0 0.0%Camin 3E 0 0.0%

Camin 4E 0 0.0%Semitraylers 2S2 0 0.0%Semitraylers 2S3 0 0.0%Semitraylers 3S2 0 0.0%Semitraylers >3S3 0 0.0%Traylers 2T2 0 0.0%Traylers 2T3 0 0.0%Traylers 3T2 0 0.0%Traylers >3T3 0 0.0%

TOTAL &( &**%


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27 2$ 29

VIERNES SABADO DOIN'O

6 6 6

1 1 1

1 1 1

' ' '&+$+'% &+$+'% &+$+'%

27 2$ 29VIERNES S(BADO DOIN'O

6 6 6

1 1 1

1 1 1

$ $ $


14/127

&+$'% &+$'% &+$'%

ndce &edo $aro ean

ndce &edo 'nual/ = /oluen /e:cular daro dC = actores de Correcc;n st

R DA FCS(BADO DOIN'O

12 12 62 $)$6 1)4$$90 130 0 0 0)00 1)4$$90 02 2 14 2)00 1)4$$90 30 0 0 0)00 1)4$$90 02 2 14 2)00 1)4$$90 30 0 0 0)00 1)4$$90 00 0 0 0)00 1)4$$90 00 0 0 0)00 1)4$$90 00 0 0 0)00 1)4$$90 00 0 0 0)00 1)4$$90 00 0 0 0)00 1)4$$90 00 0 0 0)00 1)4$$90 00 0 0 0)00 1)4$$90 00 0 0 0)00 1)4$$90 00 0 0 0)00 1)4$$90 00 0 0 0)00 1)4$$90 00 0 0 0)00 1)4$$90 0

&! &! (* &3 &(

&$S*

&$a*

TOTALSEMANA IMDS IMDA

LUNES ARTES I"RCOLES !UEVES VIERNES S(BAD0

2

4

6

$

10

12

14

16

12

10

12

$

16 16

DETERMINACION DEL IM


15/127


16/127

l de la &uestra /e:cular Toada

cada uno de los d:as de conteo aconal

IM)

13 6$)$9&0 0)00&3 15)56&0 0)00&3 15)56&0 0)00&0 0)00&0 0)00&0 0)00&0 0)00&0 0)00&0 0)00&0 0)00&0 0)00&0 0)00&0 0)00&0 0)00&

19 100)00&

)istri,.in /%0

DOIN'O

16

a


17/127

%


18/127


19/127

NOMBRE )EL #RO1ECTO MEORAMIENTO VIAL )EL r$ LOS IN)ALES - EL TAMBO - 5U

)EMAN)A )E TRA6ICO SIN #RO1ECTOPROYECCIN DEL TRFICO SIN PR

TRFICO NORMAL 2!1" 2!14 2!1# 2!1$ 2!1%TIPO DE VEH#CULO * & 2 3 4

AUTO MOVIL 13 13 13 13 13CAMIONETA 0 0 0 0 0

COMBI 3 3 3 3 3MICRO 0 0 0 0 0

BUS B-2E 3 3 3 3 3BUS B-3E 0 0 0 0 0Camin 2E 0 0 0 0 0Camin 3E 0 0 0 0 0Camin 4E 0 0 0 0 0Semitraylers 2S2 0 0 0 0 0

Semitraylers 2S3 0 0 0 0 0Semitraylers 3S2 0 0 0 0 0Semitraylers >3S3 0 0 0 0 0Traylers 2T2 0 0 0 0 0Traylers 2T3 0 0 0 0 0Traylers 3T2 0 0 0 0 0Traylers >3T3 0 0 0 0 0

TOTAL &( &( &( &( &(

)EMAN)A )E TRA6ICO CON #RO1ECTO

PROYECCIN DEL TRFICO CON PR

2!1" 2!14 2!1# 2!1$ 2!1%

TIPO DE VEHICULO * & 2 3 4

TRA6ICO NORMAL &( &( &( &( &(AUTO MOVIL 13 13 13 13 13CAMIONETA < < < < n 6$OD>5O 1; 214!.0

O6' !490.0

1; 6lter+atia 1 +o tie+e ma+te+imie+to (eriodico

1; 6lter+atia 01 e) cada 0" aos

RESUMEN COSTOS S7.iales

COSTOS DE INVERSION Y MANTENIE" M$%& '% S($%& a

A5( A$+%)"a+I"%)&"

0 3,02",772.75

1 27+145)022 27+145)023 27+145)024 27+145)025 27+145)02" -7,12!.0-7 27+145)028 27+145)029 27+145)02

10 27+145)02

COSTOS INCREMENTALES

E" M$%& '% S($%& a P)%*(& S(*a$%&

A5( A$+%)"a+a 1I"%)&" Ma"+%"/%"+(

0 3,02",7731 8,7512 8,7513 8,7514 8,751

5 8,751" 8,7517 8,7518 8,751

DE A!TE!""E!TO

S" P)(%*+( C(&+(& '%Ma"+%"/%"+(


82/127

9 8,75110


83/127

IOS SOCIALES

O

A!TE!""E!TO S"! PRO#ECTO

ETRADO PREC"O 8)C) PARC"A- SU* TOTA- TOTA-

2:340)22

1.00 3133." 0.2! 3!0. 3!0.

23:402)19

1093."" 0.30 0.2! 4!2.8 4!2.8

!4"1.83 !.00 0.2! 0481.8" 0481.8"

1!00.00 0.!0 0.2! !".!0 !".!0

COSTO D"RECTO 24:42)0

,astos ,e(erales 4% 1:292);2

TOTA- 27:14)02

27145.0211

ERNATIVA 1

R"O CO! PRO#ECTO .A-TER!AT"/A 2 PA/"E!TO R","DO

ETRADO PREC"O 8)C) PARC"A- SU* TOTA- TOTA-2:104)49

1)00 207)4 0.2! 10!.!9 ,10!.!9

32:00)7

,031.09 0.0 0.2! 304."" 304.""

,!.8" !.!2 0.2! 9411.3 9,411.3

84".00 2."8 0.2! 12!".9" 12,!".9"

3,34.1 1.29 0.2! 448".80 4,48".80

.00 !0.00 0.2! 2!.00 2!.00

100.00 3.0 0.2! 40.00 40.00

COSTO D"RECTO 3:1;)33

,astos ,e(erales e "mre&stos 4% 1:709)32


84/127

TOTA- 34:94);4

ERNATIVA 2

R"O CO! PRO#ECTO .A-TER!AT"/A 1 PA/"E!TO 8-E"*-E


2:104)491)00 207)4 0.2! 2104)49 ,10!.!9

33:2;4)7

,031.09 0.0 0.2! 304."" 304.""

,!.8" !.!2 0.2! 9,411.3 9,411.3

84".00 2."8 0.2! 12,!".9" 12,!".9"

3,34.1 1.29 0.2! 4,48".80 4,48".80

40.00 !0.00 0.2! 1,!00.00 1,!00.00

COSTO D"RECTO 34:371)33,astos ,e(erales e "mre&stos 4% 1:7;)47

TOTA- 37:139)90

"CO CO! PRO#ECTO .A-TER!AT"/A 1 PA/"E!TO 8-E"*-E


2:104)49

1.00 802.4! 0.2! ,10!.!9 ,10!.!9

3:9;0)7031.09 0.0 0.2! 304."" 304.""

!.8" !.!2 0.2! 9,411.3 9411.3

84".00 2."8 0.2! 12,!".9" 12!".9"

334.1 1.29 0.2! 4,48".80 448".80

3.00 300.00 0.2! "2!.00 "2!.00

3.00 10.00 0.2! 20.00 20.00

"0.00 !0.00 0.2! ,!0.00 !0.00

COSTO D"RECTO 37:0;;)33

,astos ,e(erales e "mre&stos 4% 1:43)32

TOTA- 3:919);4

D6 T*'T' $ P'/&T+ *$+ @ -+*+T $ /'6'C+ $ 10 'A+ P+* +T' T* 6 &'T&T+ P*+$C+ T T&P+


85/127

C"OS SOC"A-ES

CTOCO! PRO#ECTO

6'ER=6>?6 1 6'ER=6>?6

3!89!."! 32139.90

3!89!."! 38919."!

4 71791)29 7;049)4

MIENTO SE34N ALTERNATIVA )%*(& S(*a$%&

a 1 A$+%)"a+a -a"+%"/%"+ I"%)&" Ma"+%"/%"+(

0 3,245,"80.01 0

35,895."5 37,139.9035,895."5 37,139.90

35+$95)65 37+139)9035,895."5 37,139.90

35,895."5 37,139.90

!,!.6! 2-,6.6235,895."5 37,139.90

35,895."5 37,139.90

35+$95)65 37+139)9035,895."5 37,139.90

A$+%)"a+a -I"%)&" a"+%"/%"+(

3,245,"809,9959,9959,9959,995

9,99515,4899,9959,995


86/127

9,995


87/127

8,750."3


88/127

35895."4"2

37,139.90

38919."4"2


89/127


90/127


91/127

ANE@O N

&

#RO1ECTO #aimenta.in 8el r$ L7s in8ale Tram7 r$ 7r:e Caes - aaaaaaaaALTERNATIVA & #AVIMENTO RII)O

COSTOS INCREMENTALES TOTALES #ARA

' P*C+ P*/'$+

RUBRO* & 2 3 4

A0 COSTOS )E INVERSION 3'3&3"'

)C :ntangi7le B6Fpediente TGcnico9 '+"*!36DP6


92/127

*$**

ANE@O N

#RO1ECTO #aimenta.in 8el r$ Tayl7r Tram7 A$ Li,erta87res - #ara8er7 Emtranss7l

COSTOS INCREMENTALES TOTALES #ARA

' P*C+ +C'

RUBRO* & 2 3 4

BENE6ICIOS * - - - -

A0 COSTOS )E INVERSION 3*2!++2$+"

)C :ntangi7le B6Fpediente TGcnico9 !(&2(($("6DP6


93/127


94/127


95/127


96/127

#RO1ECTO #aimenta.in 8el r$ L7s in8ale ALTERNATIVA & #AVIMENTO RII)O

RUBRO+ ' ( &*

A0 COSTOS )E INVERSION

)C :ntangi7le B6Fpediente TGcnico96DP6


97/127

#RO1ECTO #aimenta.in 8el r$ Tayl7r Tram7ALTERNATIVA & #AVIMENTO 6LE@IBLE

RUBRO+ ' ( &*

- - - - BENE6ICIOS

A0 COSTOS )E INVERSION 3

)C :ntangi7le B6Fpediente TGcnico9

6DP6


98/127

0.00

0.00

0.00


99/127

0.00

0.00

0.00


100/127

0.00

0.00


101/127

ANE@O N

aaaaaa

S INCREMENTALES TOTALES #ARA #AVIMENTO RII)O

' P*C+ P*/'$+

#ERIO)O

& 2 3 4 " ! + ' (

49,520 49,520 49,520 49,520 49,520 0 49,520 49,520 4

0 0 0 0 0 51,893 0 0

49,520 49,520 49,520 49,520 49,520 51,893 49,520 49,520 4

3",193 3",193 3",193 3",193 3",193 3",193 3",193 3",193 3

13,327 13,327 13,327 13,327 13,327 15,700 13,327 13,327 1

/&332!$"*0 /&332!$"*0 /&332!$"*0 /&332!$"*0 /&332!$"*0 /&"!(($"*0 /&332!$"*0 /&332!$"*0 /&332


102/127

ANE@O N

7 Emtranss7l

S INCREMENTALES TOTALES #ARA #AVIMENTO RII)O

' P*C+ +C' #ERIO)O

& 2 3 4 " ! + '

- - - - - - - -

37,139.90 37,139.90 37,139.90 37,139.90 37,139.90 0.00 37,139.90 37,139.90 3

0.00 0.00 0.00 0.00 0.00 38,919."5 0.00 0.00

37,139.9 37,139.9 37,139.9 37,139.9 37,139.9 38,919." 37,139.9 37,139.9

27,145.02 27,145.02 27,145.02 27,145.02 27,145.02 27,145.02 27,145.02 27,145.02 2

9,994.88 9,994.88 9,994.88 9,994.88 9,994.88 11,774."3 9,994.88 9,994.88

/(((4$''0 /(((4$''0 /(((4$''0 /(((4$''0 /(((4$''0 /&&++4$!30 /(((4$''0 /(((4$''0 /


103/127


104/127


105/127


106/127

C+T+ C*&T' $ ' 'T*'T

AO

0 3'026'772.75 3'245'680.01

1 27'145.02 35'895.65 37'139.90

2 27'145.02 35'895.65 37'139.90

3 27'145.02 35'895.65 37'139.90

4 27'145.02 35'895.65 37'139.90

5 27'145.02 35'895.65 37'139.90

6 27'145.02 35'895.65 38'919.65

7 27'145.02 35'895.65 37'139.90

8 27'145.02 35'895.65 37'139.909 27'145.02 35'895.65 37'139.90

10 27'145.02 35'895.65 37'139.90

%ANTENI%IENTO SIN

PROYECTO

INVERSI)N*%ANTENI%IEN

TO %EJORA%.PAV.RI+.

INVERSI)N*%ANTENI%IEN

TO %EJORA%.PAV. FLE,.


107/127

/' 1 @ 2

COSTOS INCRE%ENTALES

3'026'772.75 3'245'680.01

8'750.63 9'994.88

8'750.63 9'994.88

8'750.63 9'994.88

8'750.63 9'994.88

8'750.63 9'994.88

8'750.63 11'774.63

8'750.63 9'994.88

8'750.63 9'994.888'750.63 9'994.88

8'750.63 9'994.88

INVERSI)N*

%ANTENI%IENTO %EJORA%.

PAV.RI+.

INVERSI)N*

%ANTENI%IENTO %EJORA%.

PAV. FLE,.


108/127

EVALUACION ECONOMICA ) ALTERNATIVA 1

EVAL-ACI)N ECON)%ICA PAVI%ENTO RI+IDO/

A PRECIOS SOCIALES

AO

0 ((( (((1 8'750.63 8'750.63 $+750)632 8'750.63 8'750.63 0)003 8'750.63 8'750.63 ,4 8'750.63 8'750.63 5 8'750.63 8'750.63 .6 8'750.63 8'750.63 /

7 8'750.63 8'750.638 8'750.63 8'750.63 9 8'750.63 8'750.63 10 8'750.63 8'750.63

VAN 000 3+0$2+931POBL PRO%EDIO "#$

T$)$ *E)C!E+T, C1E 000 E:5239%

ALTERNATIVA !1

VAN :S8.; VAN :


109/127

EVALUACION ECONOMICA ) ALTERNATIVA 2

A PRECIOS SOCIALES

AO

0 ((( (((1 9'994.88 9'994.882 9'994.88 9'994.88 -9+994)$$3 9'994.88 9'994.88 19+9$9)754 9'994.88 9'994.885 9'994.88 9'994.886 11'774.63 11'774.63

7 9'994.88 9'994.888 9'994.88 9'994.889 9'994.88 9'994.8810 9'994.88 9'994.88

VAN 000POBL PRO%EDIO "#$

T$)$ *E)C!E+T, C1E 000

INDICADORALTERNATIVA !2

VAN :S8.; VAN :


110/127

RESULTADO DE LA EVALUACION SOCIAL DE A

SELECCIFN )E ALTERNATIVAS

#ARAMETROS ALTERNATIVA N 25ORIGONTE )E EVALUACIFN 10 aGos

MONTO )E INVERSIFN - #$ #RIVA)OS >. 3,831,357.91

MONTO )E INVERSIFN - #$ SOCIALES >. 3,02",772.75

/VAN SOCIAL0 >. 3,114,279.00

C=E S=$ 444+$+2

SOSTENIBLE SI

SE ACE#TA ALTERNATIVA SI


111/127

AS ALTERNATIVAS

ALTERNATIVA N 210 aGos

>. 4,108,455.71

>. 3,245,"80.01

>. 3,347,408.51

S=$ 4'2($2'

SI

NO


112/127

ANE@O N

#RO1ECTO #aimenta.in 8el r$ Tayl7r Tram7 A$ Li,erta87res - #ara8er7 Emtranss7lALTERNATIVA 2 #AVIMENTO RII)O

COSTOS INCREMENTALES TOTALES #ARA #AVIMENTO 6LE@IBLE' P*C+ P*/'$+

RUBRO#ERIO)O

* & 2 3 4 " !BENE6ICIOS HHH !(($*& !(($*& !(($*& !(($*& !(($*&

A0 COSTOS )E INVERSION 4&*'4""$+&

)C :ntangi7le B6Fpediente TGcnico9(3'3"&$**

6DP6


113/127

COSTOS INCREMENTALES TOTALES #ARA #AVIMENTO 6LE@I' P*C+ +C'

RUBRO#ERIO)O

* & 2 3 4 "

BENE6ICIOS "34*$!( "24$2! "24$2! "24$2! "24$2! "24$2!

A0 COSTOS )E INVERSION 324"!'*$*&

)C :ntangi7le B6Fpediente TGcnico9+4&2(+$2(6DP6


114/127

( &* +2"$&+ +2"$&+

54,471.85 54,471.85

0.00 0.00

54,471.85 54,471.85

3",193.3" 3",193.3"

18,278.49 18,278.49

/&+""3$320 /&+""3$320


115/127

( &*

"43$'' "43$''

40,853.89 40,853.89

0.00 0.00

40,853.89 40,853.89

27,145.02 27,145.02

13,708.8" 13,708.8"

/&3&!4$((0 /&3&!4$((0


116/127

*'% $ /'*'C+ C+ C+T+

rable ncerta (costo de n#erso 'lternat#a 1 'lternat#a 1 C>

Costos 'lt. 1rable ncerta (costo de n#erso 'lternat#a 1 'lternat#a 2


117/127

Costos 'lt. 2

2,533,2012,895,0873,25",973

3,"18,8593,980,7454,342,"304,704,51"


118/127

30%

"2,875

4,401,448

2,"304,704,51"

Costos 'lt.2

8",372

lternat#a 2

lternat#a 1


119/127

COSTOS DE MITI3ACION DEL

)ETALLE UNI)A) )E ME)I)A CANTI)A)

P'/ /*$ 1

1

1

TOTAL #RESU#UESTO

&tJac;n de Bol#o en obra . 27,000.00 >. 27,000.00 0.45

>. 24,000.00 >. 24,000.00 >. 24,000.000.4

>. 9,000.00 >. 9,000.00 >. 9,000.00

0.150

S=$ !****$** 1


121/127

T?TL . 192,054."7$*' P6/' >. 93,002.99'T+ *' 10 % >. 73,907.376T$'$ 10% >. 73,907.37../. 18% >. 0.006P*/+ (4%) >. 35,475.54T+T' $ /*+ LLL >. 922,3"3.94

METASPERIODOS IV -016 > I

EP$T TCC+ (4%) >. 141,902.14

P'/&T+ *$' >. 1,3"2,048.04

/*$' >. 57",1"4.02

$*' P6/' >. 279,008.9"

'T+ *' 10 % >. 221,722.10

6T$'$ 10% >. 221,722.10

6P*/+ (4%) >. 10",42"."1

T+T' $ /*+ >. 141,902.14 >. 2,7"7,091.83

METASPERIODOS IV -016 > I

EP$T TCC+ (4%) 100.00%

P'/&T+ *$' 75.00%

/*$' 75.00%

$*' P6/' 75.00%

'T+ *' 10 % 75.00%

6T$'$ 10% 75.00%

../. 18% 75.00%

6P*/+ (4%) 75.00%

T+T' $ /*+ 3.70% 24.07%


122/127

?;C+

MES 2 MES ! MES 6 MES 7 MES MES

25.00% 25.00% 25.00%25.00% 25.00% 25.00%25.00% 25.00% 25.00%25.00% 25.00% 25.00%25.00% 25.00% 25.00%25.00% 25.00% 25.00%25.00% 25.00% 25.00%24.07% 24.07% 24.07% 0.00% 0.00% 0.00%

'C*+

MES 2 MES ! MES 6 MES 7 MES MES

>. 454,01".01 >. 454,01".01 >. 454,01".01 >. 0.00 >. 0.00 >. 0.00>. 192,054."7 >. 192,054."7 >. 192,054."7>. 93,002.99 >. 93,002.99 >. 93,002.99>. 73,907.37 >. 73,907.37 >. 73,907.37 >. 0.00 >. 0.00 >. 0.00>. 73,907.37 >. 73,907.37 >. 73,907.37 >. 0.00 >. 0.00 >. 0.00

>. 0.00 >. 0.00 >. 0.00 >. 0.00 >. 0.00 >. 0.00>. 35,475.54 >. 35,475.54 >. 35,475.54 >. 0.00 >. 0.00 >. 0.00

>. 922,3"3.94 >. 922,3"3.94 >. 922,3"3.94 >. 0.00 >. 0.00 >. 0.00

UEVOS SOLES=

-016 > II -016 ? 1II

>. 141,902.14

>. 454,01".01 >. 0.00 181"0"4.0494

>. 192,054."7 7"8218."922

>. 93,002.99 372011.9448

>. 73,907.37 >. 0.00 295"29.4"8"4

>. 73,907.37 >. 0.00 295"29.4"8"4

>. 35,475.54 >. 0.00 >. 141,902.14

>. 922,3"3.94 >. 0.00 >. 3,831,357.91

UEVOS SOLES=

-016 > II -016 ? 1II

100.00%

25.00% 0.00% 100.00%

25.00% 100.00%

25.00% 100.00%

25.00% 0.00% 100.00%

25.00% 0.00% 100.00%

25.00% 0.00% 100.00%

25.00% 0.00% 100.00%

24.07% 24.07% 100.00%

TOTAL PORMETA

TOTAL PORMETA


123/127

MES TOTAL100.00%100.00%100.00%100.00%100.00%100.00%100.00%100.00%

0.00% 100.00%

0.000

MES TOTAL141902.1449472

>. 0.00 181"0"4.04947"8218."922372011.9448

>. 0.00 295"29.4"8"4>. 0.00 295"29.4"8"4>. 0.00 0>. 0.00 141902.1449472>. 0.00 3831357.913574


124/127

10

57a resmen

+bra *4*&*2'

ocalMac;n &(*3*2 #ASCO - O@A#AM#A - C5ONTABAMBAeca 'l (=3*=2*&3

#res


125/127

PIJnaH &

989,573.60

217,340.78

466,909.17

1,673,823.55

1,673,823.55

167,382.36

133,905.88

#######################

1,975,111.79

355,520.12

######################

2,330,631.91 6P 93225.27"440893,225.28 EP "9918.957330"

69,918.96

########################

2,493,776.15

678,757.51

782,810.88

190,894.75

21,593.96

1,674,057.10

2430375.05"3"45

E C5URUMAGU)ISTRITO )E C5ONTABAMBA -#ROVINCIA )E


126/127

10

57a resmen

+bra *4*&*2(

ocalMac;n &(*3*2 #ASCO - O@A#AM#A - C5ONTABAMBAeca 'l (=3*=2*&3

#res


127/127

PIJnaH &

1,044,435.69

217,340.78

466,909.17

1,728,685.64

1,728,685.64

172,868.56

138,294.85

##################

2,039,849.05

367,172.83

##################

2,407,021.88

96,280.88

72,210.66

##################

2,575,513.42

>.

EVALUACION PAVIMENTOS MARIPOSA PAMPA HERMOSA 08 09 2015.xlsx

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