exp tec san jose

8/17/2019 Exp Tec San Jose

1/113

PRESUPUESTO DE SAN

Changuillo - Nazca - Ica

Item

01

01.01

01.01.01

01.01.02

01.01.03

01.02

01.02.01

01.02.02

01.02.03

01.02.04

01.02.05

01.03

01.03.01

01.03.02

01.03.03

01.03.04

01.03.0501.03.06

01.03.07

01.04

01.04.01

01.04.02


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3/113

OSE

'A%TIA

Taaa con oto achio coloca i o . 8eao 8e &n8 99:

CONSTRUCCION DEFENSA RIBEREÑA

OBRAS PROVISIONALES

Catel 8e oa im;eion 8e anne 8e 3.60 m < 2.40 m o;ote 8e ma8ea

Caeta 8e almac=n > gua8ian?a c@ti;la> > ;aante 8e ma8ea tonillo a;o 8emoilizacion 8e maBuinaia

Sealizacion en oa 8uante eecucion

im;ieza manual 8e teeno con ;eencia 8e maleza > egetaciDn

Tala 8e Eole > eliminaciDn 8e a?ce manualmente

Tazo > e;lanteo en teeno acci8enta8o con ;en8iente ;onuncia8a con eBui;o

MOVIMIENTO DE TIERRAS

Cote en teeno nomal con caga8o Fontal

'eFila8o 8e talu8 en teeno nomal

# com;actaciDn manual 8e uaante

%elleno con mateial ;o;io com;actaciDn con eBui;o liiano Acaeo > aco;io manual 8e mateial e


4/113

)aione - uminito e intalaciDn 5.00 < 1.50


5/113

&n8 &n8 ,eta8o C.&. 'acial

1

15+,,5.60

1 1 un8 1.00 671.63 671.63

22 22 m2 24.00 L5.66 2(2L5.K4

350 350 m3 1(532.40 K.43 12(L1K.13

33+4,0.,0

1 1 ) 1.00 16(000.00 16(000.00

200 200 m 1(532.40 1.25 1(L15.50

40 40 m2 6(12L.60 0.63 3(K61.65

5 5 un8 12.00 15.00 1K0.00

350 350 m2 6(12L.60 1.KK 11(523.65

13,+053.05

620 620 m3 1(723.L5 4.13 7(11L.L1

2K 2K m2 6(12L.60 0.KL 5(455.34

1.5 1.5 m3 1(723.L5 42.64 73(50L.23

120 120 m2 6(12L.60 0.54 3(30L.LK

5 5 m3 766.20 1L.00 14(557.K01 1 m3 L57.75 25.00 23(L43.75

24 24 m3 47K.KK 21.21 10(157.04

4-3+62-.03

400 400 m2 6(12L.60 4.K7 2L(K51.15

7 7 un8 153.00 4L2.K1 75(3LL.L3

NACI!N#S( )A#%IA $IT%ANT#(% SAN *!S#( IST%IT! # CAN)&I! - NA/CA - ICA"


6/113

4 4 un8 153.00 6L3.16 106(053.4K

5 5 un8 3K3.00 547.0L 20L(535.47

1 1 m3 2(L11.56 25.00 72(7KL.00

2,-+055.,0

2 2 m3 15.2K 12.50 1L1.00

40 40 un8 1L1.00 1(502.50 2K6(L77.50

150 150 un8 1(L10.00 0.1K 343.K0

1 1 ) 1.00 1(000.00 1(000.00

1.5 1.5 un8 1.00 460.0L 460.0L

5 5 un8 1.00 K3.41 K3.41

45+42.1

1 1 ) 1.00 10(300.00 10(300.00

1 1 un8 1.00 22(4L4.00 22(4L4.00

1 1 un8 1.00 11(L55.00 11(L55.00

4 4 ) 1.00 723.71 723.71

1+0-4.-4

3 3 m3 117.00 K.33 L74.61

40 40 un8 1L1.00 0.63 120.33

110+2,-.-0

3 3 m3 2(L11.56 16.67 4K(535.71

24 24 m3 2(L11.56 21.21 61(754.1L


7/113

1+015+56.--


8/113

111+3,4.,4

1+126+-61.,3

4+,6.-6

1+201+4,.-


9/113

C!ST!S

01.01.01 C)$"%* (% /$) #$%!#' (% /)''%$ (% 3.60 2.40 !%en8im. moM 1.00 un8

Inumo &n8

M)' (% O/$)147010100 'atici;ante hh

M)"%$#)*%!2020K0012'eno 8e 5@K" con tueca > huacha 5" un8

221000000 Cemento ;otlan8 ti;o i 42.5Hg ol

230760073 Im;eione 8e anne m2

23K000004 omigon m3

23L010100 ia 8e ma8ea un8

23L050000 Agua m3

243010003 ,a8ea tonillo ;2

01.01.02 C)!%") (% )*)&' 78)$(#)'9) &:"$#*) )$)'"%! (% )%en8im. moM 22.00 m2Inumo &n8

M)' (% O/$)14700003L !;eaio hh

147010100 'atici;ante hh

M)"%$#)*%!202010003 Clao ;aa ma8ea c@c 2" Hg

20204000L Alame nego n16 Hg

2260300L2 iaga 8e Fieo 8e 3" ;a 226310046 Cha;a >ale 3610-60 2 gol;e 8e oe;on. un8

243010003 ,a8ea tonillo ;2

244030022 Ti;la> 8e 4O


10/113

01.01.03 A%$"8$) (%


11/113

01.02.03 L##%>) )'8)* (% "%$$%' &' $%!%') (% )*%>)


12/113

01.03.01 C$"% %' "%$$%' '$)* &' &)$7)($ $'")*%en8im. moM 620.00m3

Inumo &n8

M)' (% O/$)14700003L !;eaio hh


E=8#!34L04000K Caga8o @llanta 100-115 h; 2-2.25 >83 hm

01.03.02 P%$#*)( (% ")*8( %' "%$$%' '$)*%en8im. moM 2K.00 m2

Inumo &n8

M)' (% O/$)147010100 'atici;ante hh

01.03.03 E&)


13/113

M)' (% O/$)14700003L !;eaio hh



14/113

01.03.05 R%**%' &' )"%$#)* $# &)&")' &' %=8# *#


15/113

M)' (% O/$)14700003L !;eaio hh

147000040 !Ficial hh


M)"%$#)*%!

201L10002 )eote


16/113


17/113

01.04.05 A&)$$% )'8)* (% .7.$. 10 (100%en8im. moM 1.00m3

Inumo &n8

M)' (% O/$)147010100 'atici;ante hh

01.05.01 E&)


18/113

M)"%$#)*%!23L050000 Agua m3

01.05.04 M#"#7)' $ #)&" '%7)"#


19/113

M)' (% O/$)147000040 !Ficial hh

M)"%$#)*%!210020054 Ino8oo ;aa letina un8

01.06.01 F*%"% "%$$%!"$%%en8im. moM 1.00 )

Inumo &n8

M)"%$#)*%!232LL0006 $lete teete gl


20/113

01.06.02 K#" (% #*%%'"! (% !%78$#()(%en8im. moM 1.00 un8

Inumo &n8

M)"%$#)*%!22L74000L Im;lemento 8e egui8a8 et

01.06.03 K#" (% %$$)#%'")!%en8im. moM 1.00 un8

Inumo &n8

M)"%$#)*%!337010102 eamienta manuale et

01.06.04 S8#'#!"$ % #'!")' (% *)&) $%$&$()"$#) (% %")* <%en8im. moM 4.00 )

Inumo &n8

M)' (% O/$)14700003L !;eaio hh


M)"%$#)*%!23LL00103 Suminito 8e ;laca eco8atoia 8e metal > i8 un8

02.01.01 A&)$$% (% )78) )$) *) /$) (50%en8im. moM 3.00m3

Inumo &n8

M)' (% O/$)147010100 'atici;ante hh


21/113

02.01.02 A&)$$% (% *)'"'%!%en8im. moM 40.00un8

Inumo &n8

M)' (% O/$)147010100 'atici;ante hh

02.02.01 E"$)&' (% #%($) %(#)') (% 2 ) ,

%en8im. moM 3.00m3Inumo &n8

M)' (% O/$)147010100 'atici;ante hh

02.02.02 C)$78# "$)'!.)"%$#)*%! : )7$%7)(! ) /$) (1H%en8im. moM 24.00 m3

Inumo &n8

M)' (% O/$)147010100 'atici;ante hh

E=8#!34L170001 QolBuete 6 m3 hm


22/113

&NITA%I!S # SAN *!S#

$"% (% )(%$)@ia eBM 1.00 un8 @ia ,eta8o 1.00

Cua8illa Canti8a8 'ecio 'acial C.&. Cot. 'acial

50.00

2 16.0000 3.125 50.00 50.00

621.63

6.0000 2.20 13.20 13.20

0.7500 1L.50 14.63 14.63

K.6500 40.00 346.00 346.00

0.2000 35.00 7.00 7.00

2.0000 2.00 4.00 4.00

0.0550 10.00 0.55 0.55

47.2500 5.00 236.25 236.25

C!" U'#")$# 61.63

%$) "$'#** )$. 122 ; &)*)#')@ia eBM 22.00 m2 @ia ,eta8o 24.00Cua8illa Canti8a8 'ecio 'acial C.&. Cot. 'acial

L.76

1 0.3636 17.46 6.35 152.40

3 1.0L0L 3.125 3.41 K1.K4

K5.L0

0.1500 5.00 0.75 1K.00

0.1000 5.00 0.50 12.00

0.07K0 6.50 0.51 12.240.07K0 50.00 3.L0 L3.60

3.2L22 5.00 16.46 3L5.04

0.L660 60.00 57.L6 1(3L1.04

1.4000 0.20 0.2K 6.72

0.2770 20.00 5.54 132.L6

C!" U'#")$# -5.66

A#%IA $IT%ANT#( CA*A # CA'TACI!N + IN#A # C!N&CCI!N # SIST#,A #


23/113

@ia eBM 350.00 m3 @ia ,eta8o 1(532.40


0.41

1 0.022L 17.46 0.40 612.L60.2 0.0046 3.125 0.01 15.32

K.02

1 0.022L 350.00 K.02 12(2KL.K5

C!" U'#")$# ,.43

@ia eBM 1.00 ) @ia ,eta8o 1.00


16(000.00

2.0000 K(000.00 16(000.00 16(000.00

C!" U'#")$# 16+000.00

@ia eBM 200.00 m @ia ,eta8o 1(532.40


0.25

2 0.0K00 3.125 0.25 3K3.10

1.00

1.0000 1.00 1.00 1(532.40

C!" U'#")$# 1.25


24/113

%")'@ia eBM 40.00 m2 @ia ,eta8o 6(12L.60


0.631 0.2000 3.125 0.63 3(K61.65

C!" U'#")$# 0.63

@ia eBM 5.00 un8 @ia ,eta8o 12.00


15.00

3 4.K000 3.125 15.00 1K0.00

C!" U'#")$# 15.00

'8')() &' %=8#@ia eBM 350.00 m2 @ia ,eta8o 6(12L.60


0.76

1 0.022L 17.46 0.40 2(451.K3

5 0.1143 3.125 0.36 2(206.66

0.37

0.0500 5.00 0.25 1(532.40

0.0250 0.20 0.01 61.30

0.0010 5.00 0.01 61.30

0.0200 5.00 0.10 612.L6

0.75

1 0.022L 1K.00 0.41 2(513.14

1 0.022L 15.00 0.34 2(0K4.06

C!" U'#")$# 1.,,


25/113

@ia eBM 620.00 m3 @ia ,eta8o 1(723.L5


0.130.2 0.0026 17.46 0.05 K6.1L

2 0.025K 3.125 0.0K 137.L2

4.00

1 0.012L 310.00 4.00 6(KL5.K0

C!" U'#")$# 4.13

@ia eBM 2K.00 m2 @ia ,eta8o 6(12L.60


0.KL

1 0.2K57 3.125 0.KL 5(455.34

C!" U'#")$# 0.,-

!%#$&!@ia eBM 1.50 m3 @ia ,eta8o 1(723.L5


42.64

0.1 0.5333 17.46 L.31 16(04L.LK

2 10.6667 3.125 33.33 57(45L.25

C!" U'#")$# 42.64

@ia eBM 120.00 m2 @ia ,eta8o 6(12L.60



26/113

0.54

0.1 0.0067 17.46 0.12 735.55

2 0.1333 3.125 0.42 2(574.43

C!" U'#")$# 0.54


27/113

'@ia eBM 5.00 m3 @ia ,eta8o 766.20


10.002 3.2000 3.125 10.00 7(662.00

1.00

0.1000 10.00 1.00 766.20

K.00

0.5 0.K000 10.00 K.00 6(12L.60

C!" U'#")$# 1-.00

@ia eBM 1.00 m3 @ia ,eta8o L57.75


25.00

1 K.0000 3.125 25.00 23(L43.75

C!" U'#")$# 25.00

)* ( 5H@ia eBM 24.00 m3 @ia ,eta8o 47K.KK


5.21

5 1.6667 3.125 5.21 2(4L4.L6

16.00

0.4 0.1333 120.00 16.00 7(662.0K

C!" U'#")$# 21.21

@ia eBM 400.00 m2 @ia ,eta8o 6(12L.60



28/113

1.44

1 0.0200 17.46 0.35 2(145.36

2 0.0400 14.63 0.5L 3(616.46

K 0.1600 3.125 0.50 3(064.K0

3.43

1.0700 3.21 3.43 21(024.53

C!" U'#")$# 4.,

@ia eBM 7.00 un8 @ia ,eta8o 153.00


K6.6K

1 1.142L 17.46 1L.L6 3(053.KK

1 1.142L 14.63 16.72 2(55K.16

14 16.0000 3.125 50.00 7(650.00

406.13

5.0000 0.00 0.01 1.53

1.0000 406.12 406.12 62(136.36

C!" U'#")$# 4-2.,1

@ia eBM 4.00 un8 @ia ,eta8o 153.00


151.6K

1 2.0000 17.46 34.L2 5(342.76

1 2.0000 14.63 2L.26 4(476.7K

14 2K.0000 3.125 K7.50 13(3K7.50541.4K

7.5000 0.00 0.01 1.53

1.0000 541.47 541.47 K2(K44.L1

C!" U'#")$# 6-3.16

0.30


29/113

@ia eBM 5.00 un8 @ia ,eta8o 3K3.00


111.35

1 1.6000 17.46 27.L4 10(701.02

1 1.6000 14.63 23.41 K(L66.03

12 1L.2000 3.125 60.00 22(LK0.00435.74

3.0000 0.00 0.00 0.00

1.0000 435.74 435.74 166(KKK.42

C!" U'#")$# 54.0-


30/113

@ia eBM 1.00 m3 @ia ,eta8o 2(L11.56


25.001 K.0000 3.125 25.00 72(7KL.00

C!" U'#")$# 25.00

@ia eBM 2.00 m3 @ia ,eta8o 15.2K


12.50

1 4.0000 3.125 12.50 1L1.00

C!" U'#")$# 12.50

@ia eBM 40.00 un8 @ia ,eta8o 1L1.00


2.50

4 0.K000 3.125 2.50 477.50

1(500.00

100.0000 15.00 1(500.00 2K6(500.00

C!" U'#")$# 1+502.50

@ia eBM 150.00 un8 @ia ,eta8o 1(L10.00


0.17

1 0.0533 3.125 0.17 324.70


31/113

0.01

0.0005 10.00 0.01 1L.10

C!" U'#")$# 0.1,

#')' (%* !8%* @ia eBM 1.00 ) @ia ,eta8o 1.00


1(000.00

1.0000 1(000.00 1(000.00 1(000.00

C!" U'#")$# 1+000.00

@ia eBM 1.50 un8 @ia ,eta8o 1.00


1K7.K2

1 5.3333 17.46 L3.12 L3.12

1 5.3333 14.63 7K.03 7K.03

1 5.3333 3.125 16.67 16.67

272.27

0.2500 5.00 1.25 1.25

0.4500 5.00 2.25 2.25

0.6000 15.00 L.00 L.00

3.0000 6.50 1L.50 1L.50

0.2500 5.00 1.25 1.25

1.5000 6.00 L.00 L.00

0.0020 10.00 0.02 0.02

1L.0000 5.00 L5.00 L5.00

4.5000 30.00 135.00 135.00

C!" U'#")$# 460.0-




32/113

23.41

1 1.6000 14.63 23.41 23.41

60.00

1.0000 60.00 60.00 60.00

C!" U'#")$# ,3.41

@ia eBM 1.00 ) @ia ,eta8o 1.00


10(500.00

1.0000 10(500.00 10(500.00 10(500.00

C!" U'#")$# 10+500.00


33/113



20(270.001.0000 20(270.00 20(270.00 20(270.00

C!" U'#")$# 20+20.00



11(L55.00

1.0000 11(L55.00 11(L55.00 11(L55.00

C!" U'#")$# 11+-55.00

#($# !%7' (#!%? (% 30 & 42 &@ia eBM 4.00 ) @ia ,eta8o 1.00


23.71

0.5 1.0000 17.46 17.46 17.46

1 2.0000 3.125 6.25 6.25

700.00

1.0000 700.00 700.00 700.00

C!" U'#")$# 23.1

@ia eBM 3.00 m3 @ia ,eta8o 117.00


K.33

1 2.6667 3.125 K.33 L74.61


34/113

C!" U'#")$# ,.33

@ia eBM 40.00 un8 @ia ,eta8o 1L1.00


0.63

1 0.2000 3.125 0.63 120.33

C!" U'#")$# 0.63

@ia eBM 3.00 m3 @ia ,eta8o 2(L11.56Cua8illa Canti8a8 'ecio 'acial C.&. Cot. 'acial

16.67

2 5.3333 3.125 16.67 4K(535.71

C!" U'#")$# 16.6

#'&.


35/113

Cant. 'acial

16.00

6.00

0.75

K.65

0.20

2.00

0.06

47.25

Cant. 'acial

K.73

26.1L

3.60

2.40

1.KK1.K7

7L.01

23.1K

33.60

6.65

A)&A '!TA#


36/113

Cant. 'acial

35.114.L0

35.11

Cant. 'acial

2.00

Cant. 'acial

122.5L

1(532.40


37/113

Cant. 'acial

1(235.73

Cant. 'acial

57.60

Cant. 'acial

140.43

706.13

306.4K

306.50

12.26

122.5L

13L.62

13K.L4


38/113

Cant. 'acial

4.L4

44.13

22.24

Cant. 'acial

1(745.71

Cant. 'acial

L1L.24

1K(3K6.L6

Cant. 'acial


39/113

42.13

K23.K2


40/113

Cant. 'acial

2(451.K4

76.62

612.L6

Cant. 'acial

7(662.00

Cant. 'acial

7LK.3L

63.K5

Cant. 'acial


41/113

122.K7

247.1L

LK0.74

6(551.53

Cant. 'acial

174.L1

174.K6

2(44K.00

1(530.00

153.00

Cant. 'acial

306.00

306.00

4(2K4.00

1(530.00

153.00


42/113

Cant. 'acial

612.KL

612.K5

7(353.60

0.00

3K3.00


43/113

Cant. 'acial

23(2L2.4K

Cant. 'acial

61.12

Cant. 'acial

152.K0

1L(100.00

Cant. 'acial

103.L0


44/113

1.L1

Cant. 'acial

1.00

Cant. 'acial

5.33

5.33

5.33

0.25

0.45

0.60

3.00

0.25

1.50

0.00

1L.00

4.50

Cant. 'acial


45/113

1.60

1.00

Cant. 'acial

1.00


46/113

Cant. 'acial

1.00

Cant. 'acial

1.00

Cant. 'acial

1.00

2.00

1.00

Cant. 'acial

311.KK


47/113

Cant. 'acial

3K.51

Cant. 'acial

15(531.43

Cant. 'acial

4(K54.15

3KK.21


48/113

'A%A '%!T#CCI!N C!NT%A IN&NACI!N#S( )A#%IA $IT%ANT#( CA*A # CA'

,#T%

01.01.01 C)$"%* (% /$) #$%!#' (% /)''%$ (% 3.60 2.40

eci;cion Cant. NR

1

01.01.02 C)!%") (% )*)&' 78)$(#)'9) &:"$#*) )$)'"%! (%

eci;cion Cant. NR

1

01.01.03 A%$"8$) (%


49/113

eci;cion Cant. NR

1

01.02.02 S%?)*#>)' %' /$) (8$)'"% %@%&8'

eci;cion Cant. NR

Tamo I 2

01.02.03 L##%>) )'8)* (% "%$$%' &' $%!%') (% )*%>)

eci;cion Cant. NR

Tamo I

01.02.04 T)*) (% $/*%! %*##')' (% $)9&%! )'8)*%'"%

eci;cion Cant. NR

Tamo I 12


50/113

01.02.05 T$)> $%*)'"% %' "%$$%' )&(%'")( &' %'(#%'"%

eci;cion Cant. NR

Tamo I

01.03.01 C$"% %' "%$$%' '$)* &' &)$7)($ $'")*

eci;cion Cant. NR

Tamo I 1

01.03.02 P%$#*)( (% ")*8( %' "%$$%' '$)*

eci;cion Cant. NR

Tamo I

01.03.03 E&)


51/113

eci;cion Cant. NR

Tamo I

01.03.04 N#


52/113

%elleno con mateial ;o;io com;actaciDn con eBui;o liian

01.03.0 E*##')' (% )".%&%(.&:


53/113

01.04.03 G)


54/113

01.05.02 S#%/$) (% )$/8!"!

eci;cion Cant. NR

Tamo I 1L1 1

01.05.03 R#%7 (% *)'"'%!

eci;cion Cant. NR

Tamo I 1L1 1

01.05.04 M#"#7)' $ #)&" '%7)"#


55/113

01.05.05 L%"$#')! %&*7#&)! (% )(%$) &)*)#') (% 1.55 1.1

eci;cion Cant. NR

1

01.05.06 L%"$#')! #'!")*)' (% #'($ &' !%)$)($ (% $#')

eci;cion Cant. NR

1

01.06.01 F*%"% "%$$%!"$%

eci;cion Cant. NR

1

01.06.02 K#" (% #*%%'"! (% !%78$#()(

eci;cion Cant. NR


56/113

1

01.06.03 K#" (% %$$)#%'")!

eci;cion Cant. NR

1

01.06.04 S8#'#!"$ % #'!")' (% *)&) $%$&$()"$#) (% %")*

eci;cion Cant. NR

1

02.01.01 A&)$$% (% )78) )$) *) /$) (50

eci;cion Cant. NR

1


57/113

02.01.02 A&)$$% (% *)'"'%!

eci;cion Cant. NR

1L1 1

02.02.01 E"$)&' (% #%($) %(#)') (% 2 ) ,

eci;cion Cant. NR

1

02.02.02 C)$78# "$)'!.)"%$#)*%! : )7$%7)(! ) /$) (1H

eci;cion Cant. NR

1


58/113

ACI!N + IN#A # C!N&CCI!N # SIST#,A # A)&A '!TA# # S#CT!%

!S # SAN *!S#

!$"% (% )(%$)

ago Ancho Aea Altua Qolumen 'acial

1.00

M%"$)( 1.00

)(%$) "$'#** )$. 122 ; &)*)#')


6.00 4.00 24.00

M%"$)( 24.00


766.20 K.00 0.25 1(532.40

M%"$)( 1+532.40


59/113


1.00

M%"$)( 1.00


766.20 1(532.40

M%"$)( 1+532.40

%7%")'


766.20 K.00 6(12L.60

M%"$)( 6+12-.60


12.00


60/113

M%"$)( 12.00

$'8')() &' %=8#


766.20 K.00 6(12L.60

M%"$)( 6+12-.60


766.20 1.00 0.30 22L.K6

766.20 1.50 0.30 344.7L

766.20 5.00 0.30 1(14L.30

M%"$)( 1+23.-5


766.20 K.00 6(12L.60

M%"$)( 6+12-.60

' !%#$&!


61/113


766.20 1.00 0.30 22L.K6

766.20 1.50 0.30 344.7L

766.20 5.00 0.30 1(14L.30

M%"$)( 1+23.-5


766.20 K.00 6(12L.60

M%"$)( 6+12-.60


62/113

-766.20 -766.20

M%"$)( -5.5

'8)* ( 5H


#I,INACI!N

0.50 L57.75 47K.KK

M%"$)( 4,.,,


766.20 K.00 6(12L.60

M%"$)( 6+12-.60


153.00

M%"$)( 153.00


63/113


153.00

M%"$)( 153.00

.00 0.30


3K3.00

M%"$)( 3,3.00


766.20 3.K0 2(L11.56

M%"$)( 2+-11.56


0.40 0.40 0.50 15.2K


64/113

M%"$)( 15.2,


1L1.00

M%"$)( 1-1.00


10.00 1(L10.00

M%"$)( 1+-10.00

)#')' (%* !8%*


1.00

M%"$)( 1.00


65/113

0


1.00

M%"$)( 1.00


1.00

M%"$)( 1.00


1.00

M%"$)( 1.00



66/113

1.00

M%"$)( 1.00


1.00

M%"$)( 1.00


67/113


1L1.00

M%"$)( 1-1.00


2(L11.56 2(L11.56

M%"$)( 2+-11.56

#'&.


68/113


69/113

GLB

2


70/113

8'(

2

3

2


71/113

3

2

3


72/113

3

3

2

8'(


73/113

8'(

8'(

3


74/113

3

8'(

8'(

GLB


75/113

8'(

8'(

GLB


76/113

8'(

8'(

GLB

3


77/113

8'(

3

3


78/113

RELACIONIm;ueto a;lica8o a Inumo

Item Co8igo Inumo

M)' (% O/$)147000040 !Ficial

14700003L !;eaio

147010100 'atici;ante

147000032 To;ogaFo

M)"%$#)*%!23L050000 Agua

20204000L Alame nego n16

243160055 Auto aio

2260300L3 iaga 8e Fieo 8e 2 1@2"

2260300L2 iaga 8e Fieo 8e 3"

266300011 Calamina 1.K3 < 0.K3 < 3mm

266300003 Calamina ti;o aana oa 1.10 < 3.05 m

221000000 Cemento ;otlan8 ti;o i 42.5Hg

226310046 Cha;a >ale 3610-60 2 gol;e 8e oe;on.

22L040010 Cinta eala8oa amailla

202130032 Clao aceo galaniza8o ;aa calamina

252040003 Clao 8e aluminio 8e 2"

202010003 Clao ;aa ma8ea c@c 2"

202010005 Clao ;aa ma8ea c@c 3"

202010007 Clao ;aa ma8ea c@c 4"

22L220001 Co8el

243510061 #taca 8e ma8ea

232LL0006 $lete teete

246L00006 )aion caa 8e 5


79/113

20100001K it 8e mateial ;aa mitigacion

23L010100 ia 8e ma8ea

243110012 ,a8ea aguano 2" < 3" < 10O

243010003 ,a8ea tonillo

23L0200L4 ,alla moBuiteo 8e n>lon lanco

232L70002 ,oilizacion > 8emoilizacion

2020K0012 'eno 8e 5@K" con tueca > huacha 5"

205020021 'ie8a gan8e

23LL00103 Suminito 8e ;laca eco8atoia 8e metal > i8io

244030022 Ti;la> 8e 4O


80/113

DE INSUMOS DE SAN JOSEI)Q 0.00

&ni8a8 '.&. Canti8a8'. Coto '.

oH

hh 14.63 14.63 1(347.K4 1L(71K.K7

hh 17.46 17.46 2(233.14 3K(LL0.6K

hh 3.125 3.125 L3(501.L3 2L2(1L3.52

hh 17.46 17.46 140.43 2(451.K3

m3 10.00 10.00 7K.5L 7K5.K7

Hg 5.00 5.00 2.40 12.00

;za 15.00 15.00 1L(100.00 2K6(500.00

un8 6.50 6.50 3.00 1L.50

;a 6.50 6.50 1.KK 12.24

;ln 30.00 30.00 4.50 135.00

;za 20.00 20.00 6.65 132.L6

ol 1L.50 1L.50 0.75 14.63

un8 50.00 50.00 1.K7 L3.60

ll 1.00 1.00 1(532.40 1(532.40

Hg 15.00 15.00 0.60 L.00

un8 0.20 0.20 33.60 6.72

Hg 5.00 5.00 3.60 1K.00

Hg 5.00 5.00 0.25 1.25

Hg 5.00 5.00 0.45 2.25

m 0.20 0.20 306.50 61.30

;2 5.00 5.00 122.5L 612.L6

gl 10(500.00 10(500.00 1.00 10(500.00

un8 406.12 406.12 153.00 62(136.36

un8 541.47 541.47 153.00 K2(K44.L1

un8 435.74 435.74 3K3.00 166(KKK.42m2 3.21 3.21 6(551.53 21(024.53

et 11(L55.00 11(L55.00 1.00 11(L55.00

Hg 5.00 5.00 0.25 1.25

m3 35.00 35.00 0.20 7.00

et 20(270.00 20(270.00 1.00 20(270.00

m2 40.00 40.00 K.65 346.00

un8 60.00 60.00 1.00 60.00

( (- - "

'ecio 8meca8o


81/113

gl 1(000.00 1(000.00 1.00 1(000.00

un8 2.00 2.00 2.00 4.00

m2 5.00 5.00 1L.00 L5.00

;2 5.00 5.00 126.26 631.2L

m2 6.00 6.00 1.50 L.00

gl K(000.00 K(000.00 2.00 16(000.00

un8 2.20 2.20 6.00 13.20

m3 0.00 0.00 3(060.00 3.06

un8 700.00 700.00 1.00 700.00

;ln 60.00 60.00 23.1K 1(3L1.04

un8 5.00 5.00 12.26 61.30

ol 5.00 5.00 306.4K 1(532.40

hm 120.00 120.00 63.K5 7(662.0K

hm 310.00 310.00 22.24 6(KL5.K0

hm 15.00 15.00 13K.L4 2(0K4.06

hm 10.00 10.00 612.L6 6(12L.60

hm 1K.00 1K.00 13L.62 2(513.14

hm 350.00 350.00 35.11 12(2KL.K5

hm 120.00 120.00 3KK.21 46(5K4.L6


82/113

'acial

353+354.-0

6,+423.44


83/113

0.00

,4+15-.4-

1+124+-3.,3

4+002.04

1+1-,+-3-.,


84/113

" INSTAACI!N # IN$%A#ST%&CT&%A 'A%A '%

N Conce;to

ESTUDIOS DEFINITIVOS

DIRECCION TECNICA Y ADMINISTRATIVA

%#SI#NT# # !%A

ASIST#NT# T#CNIC!

,A#ST%! # !%AS

)&A%IANIA

A,AC#N#%!

OTROS

C!,ISI!N ANCA%IA

S#)&%!

#A!%ACI!N # #'#I#NT#T#CNIC!

#QA&ACI!N # #'#I#NT#T#CNIC!


85/113

&TI#S # #SC%IT!%I!

SUPERVISION DE LA OBRA

IU&IA!%

S&'#%QIS!%


86/113

Im;lemento

!!)&I#S ANTA N#&,ATICA

'IC!S T%A,!NTINA

A,'AS T%A,!NTINA

PINCA # 50.00 ,

TI*#%A )%AN#

A%%#TA I)#%A # 1 m

C!,A # AC#%! # K S

AICAT#

P$%&"


87/113

CI/AA

NIQ# # ,AN!

,AN)%A 'A%A C!%%#% NIQ#

'!,AA

TOTAL

P$%&"

Im;lemento

CASC!S

)&ANT#S # C%! %#$!%/A! V

#NT#S # S#)&%IA


88/113

$#T#

'!!S

'!NC!S ! CA#C!S

!TAS # C%!

TOTAL

,ASCA%IAS


89/113


90/113

!T#CCI!N C!NT%A IN&NACI!N#S( )A#%IA $IT%ANT#( CA*A

DESAGREGADO DE COSTOS INDIRECTOS SE

5(500.00 1.00

2(500.00 1.00

3(500.00 4.00

2(000.00 4.00

2(500.00 4.00

K00.00 4.00

K00.00 4.00

4.00

0.1 4.00

15.00 4.00

Coto ae 8el eicioS@.

NR 8e meeNm

$acto 8e 8itancia


91/113

100.00 4.00

4.00

3(200.00 4.00

3(500.00 4.00


92/113

FORMATDESAGREGADO DE KIT DE ERR

Canti8a8

0.30 13L.00 41

0.20 13L.00 27

0.30 13L.00 41

0.02 13L.00 5

0.10 13L.00 5

0.05 13L.00 50

0.05 13L.00 6

0.15 13L.00 10

( (

$acto 8e Inci8enciaNR ;atici;ante

;ome8io


93/113

0.15 13L.00 5

0.05 13L.00 6

0.02 13L.00 2

0.03 13L.00 4

FORMATDESAGREGADO DE KIT DE IMPLEMENTO

2.00 13L 27K

2.00 13L 27K

1.00 13L 13L

+ +

$acto 8e Inci8enciaNR ;atici;ante

;ome8ioCanti8a8


94/113

2.00 13L 27K

1.00 13L 0

2.00 13L 13L

0.00 13L 0

1.50 13L 20K


95/113


96/113

# CA'TACI!N + IN#A # C!N&CCI!N # SIST#,A # A)&A

FORMATO N 0-

N FUENTES DE FINANCIAMIENTO PERFIL DEL PROYECTO DE S

C)9


97/113

C)9


98/113

N 14MIENTAS

Total S@.

160.00 6(560.00 6(560.00

30.00 K10.00 K10.00

35.00 1(435.00 1(435.00

40.00 200.00 200.00

30.00 150.00 150.00

40.00 2(000.00 2(000.00

20.00 120.00 120.00

15.00 150.00 150.00

- - "

'ecio &nitaio [email protected]

A;ote8el 'ogama !T%!S-'ago 8iecto ;o el

'ogama


99/113

40.00 200.00 200.00

25.00 150.00 150.00

30.00 60.00 60.00

30.00 120.00 120.00

11+-55.00 11+-55.00

N 10 DE SEGURIDAD

Total S@.

10.00 2(7K0.00 2(7K0.00

L.00 2(502.00 2(502.00

6.00 K34.00 K34.00

'ecio &nitaio [email protected]

A;ote8el 'ogama !T%!S-'ago 8iecto ;o el

'ogama


100/113

5.00 1(3L0.00 1(3L0.00

0.00 0.00 0.00

1K.00 5(004.00 5(004.00

30.00 0.00 0.00

4K.00 L(LK4.00 L(LK4.00

22+4-4.00 22+4-4.00


101/113


102/113

'!TA# # S#CT!% SAN *!S#( IST%IT! # CAN)&I! - N

AN JOSE

eagega8o egJn $uen

- -

5(500.00

2(500.00

14(000.00 -

K(000.00 -

10(000.00 -

3(200.00 -

3(200.00 -

-

1(126.L6

K(340.00

Coto 8el total eicioS@.

A;ote 8el 'ogamaS@.


103/113

400.00

-

3(500.00

14(000.00

3+64.-4


104/113

coFinanciamiento

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00


105/113

0.00

0.00

0.00

0.00

0.00

CoFinanciamiento

0.00

0.00

0.00


106/113

0.00

0.00

0.00

0.00

0.00

0.00


107/113


108/113

1L

/CA - ICA"

e

-

5(500.00

2(500.00

-

14(000.00

K(000.00

10(000.00

3(200.00

3(200.00

-

1(126.L6

60.00

A;ote 8el !ganimo#ecuto

S@.


109/113

400.00

-

12(K00.00

14(000.00

4+,6.-6


110/113


111/113


112/113


113/113

exp tec san jose

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