metrado de puente

7/21/2019 METRADO DE PUENTE

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01 OBRAS PROVISIONALES

01.01 Instalación de Campamento 94.50 m2

L (m) A (m) AREA (m2)

Campamento 15.00 6.30 94.50

01.02 Almacén de O!a 1.00 GLB

01.0" Ca!tel de Identi#icación de la O!a de ".$0%&.'0m 1.00 UND

02 (RABA)OS PRELI*INARES

02.01 *o+ili,ación - esmo+ili,ación de E/ipos - *a/ina!ias 1.00 GLB

02.02 Limpie,a - es!oce de (e!!eno *anal 400.00 M2

Des!"p"#n L B $ AREADes%!oe Ma!&en '*"e!+a +e, R-o 20 10 50$ 100Des%!oe Ma!&en De!ea +e, R-o 20 10 50$ 100

N/ +e ees 2.0 (A, 'n""o "na, +e ,a %!a)

A!ea ota, 400.0 m2

02.0" (!a,o - Replanteo (opo!#ico 6.00 ME

02.0& Acondicioneamiento del Cace a */ina 70.00 M

02.03 Accesos a Cante!as 0.11 8M

Nom!e Acceso 45m6

Cante!a (L"&ante) 0.05

Cante!a (Mat. G!an*,a!) 0.06

Lon&"t*+ ota, 0.11

02.0$ 7ailitación de Cante!as 2500.00 M2

Nom!e 8!ea 45m6

Cante!a (L"&ante) 500.00

Cante!a (Mat. G!an*,a!) 2000.00

:!ea ota, 2500.00

02.09 Ape!t!a de Botade!os 3000.00 M2



Re,,eno +e Est!*t*!as 6192.50Re,,eno Mate!"a, +e E?a. (>0 $) 5300.05Re,,eno on Mate!"a, p!estamo 792.45

0".03 ilt!o de *ate!ial !anla!

B < L N o,*men=anta,,a 0.40 >.70 5.00 1.00 15.6 A,e!os 0.40 >.70 4.15 2.00 25.796

=o! +os Est!"%os 72.99

0".0$ Eliminación de *ate!ial E%cedente m15m 22>1.50

E?aa"#n en mate!"a, s*e,to >5>1.50Re,,eno Mate!"a, +e E?a. (>0 $) 5300.10

22>1.40

CONCRE(O SI*PLE

0".09 Conc!eto #Dc<100 5:cm2 24.00

A!ea e o,. (m3)Est!"%o '*"e!+o 120.000 0.100 12.00Est!"%o De!eo 120.000 0.100 12.00

ota, 24.00

CONCRE(O AR*AO

Conc!eto en Est!ios #Dc<210 5:cm2 257.20

B < L Cant"+a+ o,. (m3)=anta,,a 0.50 6.>5 5.50 1 17.56Cont!a*e!te =anta,,a 0.50 >.20 2.66 1 9.56Ca@*e,a 0.40 1.55 >.50 1 4.65

0.60 1.55 1.30 2 2.42 A,e!os 0.60 9.75 4.15 2 49.05Co,*mnas 1.>0 >.70 1.00 2 26.52"&a Ca%ea, 1.53 1.55 >.50 1 1>.>3MFns*,a 0.37 0.25 6.30 1 0.60

*%ota, 129.09

Est!"%o '*"e!+o Est!"%o De!eo ota, 257.19

Cimentacion Cella! >1>.40B < L Cant"+a+ o,. (m3)

Losa 'ne!"o! 10.00 1.50 7.00 1 120.00Losa *pe!"o! 10.00 1.50 7.00 1 120.00M*!os Late!a,es 0.>5 4.50 7.00 1 2>.00

0.50 4.50 7.00 2 36.000.50 4.50 7.25 3 55.69

Est!"%o '*"e!+o Est!"%o De!eo ota, >1>.37

0".0' Conc!eto #Dc<210 5:cm2 4Ba>o Aa6 >30.90



B < L Cant"+a+ o,. (m3)=anta,,a 0.50 0.50 5.50 1 1.37Cont!a*e!te =anta,,a 0.50 0.50 4.61 1 1.15 A,e!os 0.60 0.50 4.15 2 2.49Co,*mnas 1.>0 0.50 1.00 2 1.>0

*%ota, 6.>2

Cimentacion Cella! 357.>0B < L Cant"+a+ o,. (m3)

Losa 'ne!"o! 10.00 1.50 7.00 1 120.00Losa *pe!"o! 10.00 1.50 7.00 1 120.00M*!os Late!a,es 0.>5 4.50 7.00 1 2>.00

0.50 4.50 7.00 2 36.000.50 4.50 7.25 3 55.69

*%ota, 357.69

Est!"%o '*"e!+o Est!"%o De!eo ota, >30.71



0".0? Conc!eto #Dc<210 5:cm2 4En Seco6 244.70

B < L Cant"+a+ o,. (m3)=anta,,a 0.50 6.25 5.50 1 1>.19Cont!a*e!te =anta,,a 0.50 6.>0 2.51 1 7.41Ca@*e,a 0.40 1.55 >.50 1 4.65

0.60 1.55 1.30 2 2.42

A,e!os 0.60 9.35 4.15 2 46.56Co,*mnas 1.>0 >.30 1.00 2 24.72"&a Ca%ea, 1.53 1.55 >.50 1 1>.>3MFns*,a 0.37 0.25 6.30 1 0.60

*%ota, 122.37

Est!"%o '*"e!+o Est!"%o De!eo ota, 244.>5

ENCORAO

Enco#!ado - esenco#!ado en Cimentación Cella! 11>7.30

=e!-met!o < Cant"+a+ A!ea (m2)M*!os Late!a,es 36.00 >.50 1 2>0M*!os 'nte!"o!es 29.50 4.50 2 265.5

A!ea Cant"+a+ A!ea (m2)Losa *pe!"o! 26.71 2 53.625

Est!"%o '*"e!+o Est!"%o De!eo ota, 11>7.25

Enco#!ado - esenco#!ado en Est!ios >9>.>0

B < # L Cant"+a+ A!ea (m2) %se!a"ones=anta,,a 5.50 6.>5 1 3>.13 Ca!a E?te!"o! +e =anta,,a

5.50 0.>5 1 4.13 Base E?te!"o! +e "&a Ca%e5.00 0.>5 1 3.>5 Base 'nte!"o! +e "&a Ca%e>.50 1.10 1 7.25 Ca!a E?te!"o! "&a Ca%ea,1.>0 1.10 2 3.>4 Ca!a Late!a, E?te!"o! "&a C

10.10 1.55 1 15.66 Ca!a E?te!"o! +e =a!apeto1.>0 1.55 1 2.64 Ca!a Late!a, E?te!"o! +e =a3.30 >.20 2 4>.52 Ca!a E?te!"o! +e Co,*mnas1.00 >.20 2 14.40 Ca!a 'nte!"o! +e Co,*mnas5.00 6.>5 1 33.>5 Ca!a 'nte!"o! +e =anta,,a6.30 1.10 1 6.93 Ca!a 'nte!"o! "&a Ca%ea,

6.30 1.55 1 9.>> Ca!a 'nte!"o! +e =a!apeto ('

A,e!os 4.15 9.75 2 71.>6 Ca!a E?te!"o! A,e!os0.60 9.75 2 11.72 Ca!a Late!a, A,e!os4.15 9.75 2 71.>6 Ca!a 'nte!"o! A,e!os2.67 6.>0 2 35.75 Ca!a Late!a, Cont!a*e!tes

397.72

Est!"%o '*"e!+o Est!"%o De!eo ota, >9>.64

0".10 Enco#!ado - esenco#!ado Ca!a no Vista 4Ba>o Aa6

B < # L Cant"+a+ A!ea (m2) %se!a"onesPantalla 5.50 0.50 1 2.>5 Ca!a E?te!"o! +e =anta,,a



5.00 0.50 1 2.50 Ca!a 'nte!"o! +e =anta,,a3.30 0.50 2 3.30 Ca!a E?te!"o! +e Co,*mnas1.00 0.50 2 1.00 Ca!a 'nte!"o! +e Co,*mnas

Ale!os 4.15 0.50 2 4.15 Ca!a E?te!"o! A,e!os0.60 0.50 2 0.60 Ca!a Late!a, A,e!os4.15 0.50 2 4.15 Ca!a 'nte!"o! A,e!os

2.67 0.50 2 2.67 Ca!a Late!a, Cont!a*e!tes

21.13

Est!"%o '*"e!+o Est!"%o De!eo *% ota, 42.25

apata

=e!-met!o < Cant"+a+ A!ea (m2)

M*!os Late!a,es 36.00 >.50 1 2>0.0

M*!os 'nte!"o!es 29.50 4.50 2 265.5

A!ea Cant"+a+ A!ea (m2)

Losa *pe!"o! 26.71 2 53.625

Est!"%o '*"e!+o Est!"%o De!eo *% ota, 11>7.25

0".11 Enco#!ado - esenco#!ado Ca!a no Vista 4En Seco6

B < # L Cant"+a+ A!ea (m2) %se!a"ones=anta,,a 5.00 6.25 1 31.25 Ca!a 'nte!"o! +e =anta,,a

5.00 0.>5 1 3.>5 Base 'nte!"o! +e "&a Ca%e6.30 1.10 1 6.93 Ca!a 'nte!"o! "&a Ca%ea,1.00 6.>0 2 13.40 Ca!a 'nte!"o! +e Co,*mnas6.30 1.55 1 9.>> Ca!a 'nte!"o! +e =a!apeto ('

A,e!os 4.15 9.35 2 >>.61 Ca!a 'nte!"o! A,e!os2.67 6.20 2 33.1> Ca!a Late!a, Cont!a*e!tes0.60 9.35 2 11.22 Ca!a Late!a, A,e!os ()

17>.09

Est!"%o '*"e!+o Est!"%o De!eo ota, 3>4.17

0".12 Enco#!ado - esenco#!ado Ca!a Vista 4En Seco6

=anta,,a B < # L Cant"+a+ A!ea (m2)5.50 6.25 1 34.37 Ca!a E?te!"o! +e =anta,,a5.50 0.>5 1 4.13 Base E?te!"o! +e "&a Ca%e>.50 1.10 1 7.25 Ca!a E?te!"o! "&a Ca%ea,1.>0 1.10 2 3.>4, E?te!"o! "&a Ca%ea,

10.10 1.55 1 15.66 Ca!a E?te!"o! +e =a!apeto1.>0 1.55 1 2.64 Ca!a Late!a, E?te!"o! +e =a

3.30 6.>0 2 44.22 Ca!a E?te!"o! +e Co,*mnas

A,e!os 4.15 9.35 2 >>.61 Ca!a E?te!"o! A,e!os



190.61

Est!"%o '*"e!+o Est!"%o De!eo ota, 371.21

0".1" Ace!o de Re#e!,o !ado $0 69527.00

Ace!o de Re#e!,o en Pantalla de Est!io 32647.40

Co+"&o N; ="eas Lon&="ea Ba!!a="ea Cant"+a+E01 57H 34 6.10 23 24E02 57H 34 6.10 23 24E03 57H 22 10.55 1 16 26E04 57H 22 10.55 1 16 261 57H 35 6.30 5> 252 34H 13 5.10 4> 73 34H 5 6.40 5> 44 34H 5 7.15 79 5

5 34H 5 12.50 1 25 >01 1H 3 >.95 79 302 57H 4 >.95 79 403 57H 4 >.35 45 404 12H 26 6.70 34 2005 1H 4 >.95 79 406 1H 3 >.95 79 3p01 12H 12 >.>5 6> 11p02 12H 2 >.65 6> 2p03 12H 54 2.00 29 12p04 12H 54 2.60 2> 16p05 12H 54 2.60 2> 16

a,1 34H 27 12.00 1 13 37a,2 34H 27 >.>5 6> 25a,3 34H 20 12.00 1 13 2>a,4 34H 20 7.25 79 19a,5 34H 44 12.00 1 13 59a,6 1H 10 12.65 1 25 15a,> 57H 130 12.40 1 37 170a,7 57H 130 12.40 1 37 170a,9 34H 32 2.70 13 10a,10 57H 6 2.70 13 2C1 1H 47 11.90 1 13 64

C2 1H 20 11.90 1 13 2>C3 12H 20 4.>0 12 11C4 12H 20 4.>0 12 11C5 12H 20 4.10 49 10C6 12H 20 4.10 49 10C> 12H 20 4.40 12 10

Res*men φ N/ Ba!!as =esoBa!!a =eso (8&)1H 116 35.70 4152.70

34H 202 20.20 4070.4057H 495 14.00 6930.00

12H 129 9.00 1161.0037H 0 5.10 0.00

16324.20



Est!"%o '*"e!+o De!eo ota, 32647.40

Ace!o de Re#e!,o en Cimentación Cella! 367>9.60

Co+"&o I N; ="eas Lon&="ea Ba!!a="ea Cant"+a+C01 34H 50 10.40 1 16 57

C02 34H 40 12.40 1 37 56C03 34H 50 10.40 1 16 57C04 34H 40 12.40 1 37 56C05 34H 100 2.>0 2> 30C06 34H 50 10.40 1 16 57C0> 34H 40 12.40 1 37 56C07 34H 50 10.40 1 16 57C09 34H 40 12.40 1 37 56C10 34H 31 10.40 1 16 36C11 34H 40 7.00 79 36C12 57H 24 10.40 1 16 27

C13 34H 40 7.00 79 36C14 12H 19 10.40 1 16 22C15 12H 27 7.60 1 2>C16 12H 19 10.40 1 16 22C1> 12H 27 7.60 1 2>C17 12H 19 7.60 1 19C19 12H 27 7.00 79 25C20 57H 24 7.60 1 23C21 12H 32 7.00 79 29C22 57H 47 11.00 1 29 59C23 57H 92 7.00 79 72C24 12H 47 10.70 1 15 57

C25 12H 70 7.00 79 >2C26 12H 17 10.70 1 15 22C2> 12H 40 7.00 79 36C27 12H 17 10.70 1 15 22C29 12H 40 7.00 79 36

Res*men I N/ Ba!!as =esoBa!!a =eso (8&)1H 0 35.70 0.00

34H 594 20.20 11997.7057H 192 14.00 2677.0012H 41> 9.00 3>53.0037H 0 5.10 0.00

17439.70

Est!"%o '*"e!+o De!eo ota, 367>9.60



m3

12.>4 m o 4.>4 m

a&*a 7.00 m

12.43 m o 4.43 m a&*a 7.00 m

m3

m3

!!eno nat*!a, !!eno nat*!a, !!eno nat*!a, !!eno nat*!a, !!eno nat*!a,

a a%ea,

a a%ea, !!eno nat*!a, !!eno nat*!a, !!eno nat*!a, a a%ea,

m3

m3



73.00 m3

m3

m3

m3

m3

m3

m3



m3



m3

m2

m2

a, Ca@*e,a a, Ca@*e,a

a%ea,

apeto

. MFns*,a)

anta,,a

1220.5 m2



anta,,a

3>4.20 m2

a, Ca@*e,a

. MFns*,a)

anta,,a

371.30

a, Ca@*e,a

apeto



8&

8&



8&



4

1762

7

ECC'N EN D'RECC'N LNG'UD'NAL (M')

A1 114.1> m2

A2 130.1> m2

1331101621

621 12 627

2447

1424

12>4

7

7

10174>

4241

12>4

ECC'N RANERAL (M')

524

>21 10 >27



700

524

30.67

2447

EJUEMA EN =LANA (M')



095

675

4

275



149

7

4

133063

4

99

4 133 4 1 10 1 497

497121129

272>

19

ECC'N EN D'RECC'N LNG'UD'NAL (MD)

A1 13>.02 m2

A2 131.30 m2

1413

1243

7

710

172>

4131

1243

ECC'N RANERAL (MD)

513

597101229



700

513

1

272>

EJUEMA EN =LANA (MD)



1495

7

1 497

497

NAL (MD)

A1 13>.02 m2



.2>



0& LOSA F VEREA

0&.01 Conc!eto #Dc<210 5:cm2 16.50

AREA L Cant"+a+e!e+a 0.161 50.90 2 16.42

o,*men e!e+a 16.42

0&.02 Conc!eto #Dc<2'0 5:cm2 60.90

AREA L Cant"+a+Losa 1.195 50.90 1 60.70

o,*menLosa 60.70

0&.0" Enco#!ado - esenco#!ado 340.>0

B (m) L (m) Cant"+a+ L p!om. 50.0Losaon+o 2.45 50.90 1 124.>1 Ent!e "&as

0.04 50.90 4 7.70 n"e,ante1.35 50.90 2 13>.43 o,a+o

!"so 0.150 50.90 2 15.2>apa A 1.195 2 2.39

*%tota, 277.59 m2

Ve!edas!"so 0.25 50.90 2 25.45

Bo!+e "nte!"o! 0.26 50.90 2 25.96apa A 0.161 4 0.65*%tota, 52.05 m2

0&.0& Ace!o de Re#e!,o !ado $0 10042.00 8&

C#+"&o φ Cant"+a+ Lon&.p"ea Ba!!ap"ea ota, +e a!",,as(p"eas) (m) a *t","a!

L1 12H 253 6.40 5> 170L2 12H 252 1.70 15 51L3 12H 41 53.00 5 79 242

L4 12H 211 6.10 23 144L5 57H 210 1.70 15 42L6 12H 33 53.00 5 79 195L> 12H 167 1.>5 15 33L7 12H 167 1.20 17 23L9 12H 167 1.20 17 23L10 12H 24 53.00 5 79 142L11 57H 12 6.30 5> 9L12 37H 44 1.20 17 6

Res*men

φ Cant"+a+ =eso%a!!a =eso (8&)34H 0 20.16 0.00

m3

o, (m3)

m3

o, (m3)

m2



57H 51 14.00 >14.0012H 1033 9.00 929>.0037H 6 5.10 30.60

ota, 10041.60



03 VIAS *E(ALICAS

03.01 *o+ili,ación - esmo+ili,ación de E/ipo P:*onta>e 1.00 G,%03.02 a!icación de Est!ct!as *etlicas 62.60 on03.0" Pint!a Antico!!osi+a 674.50 m203.0& Pint!a Esmalte 674.50 m203.03 (!anspo!te de Est!ct!as *etlicas 62.50 on

03.0$ *onta>e - Lan,amiento de Est!ct!a *etlica 62.50 on

Met!a+o +e *pe!est!*t*!a MetK,"a

-tem Des!"p"#n B (mm) t (mm) L (mm) Cant"+a+ =eso(on)

Ace!o Est!ct!al AG301.0 A,a *pe!"o! 1 450 25.0 13450 4 4.>512.0 A,a *pe!"o! 2 450 32.0 12000 4 5.4263.0 A,ma 1700 16.0 50900 2 23.015>.0 A,a 'ne!"o! 1 600 25.0 >950 4 3.>44

7.0 A,a 'ne!"o! 2 600 37.0 >500 4 5.3699.0 A,a 'ne!"o! 3 600 50.0 10000 4 9.420

10.0 R"&"+"a+o!es +e Apoo10.1 R"&"+"a+o!es +e Apoo en Est!"% 200 20.0 1700 7 0.45211.0 R"&"+"a+o!es +e, A,ma11.1 R"&"+"a+o! 'nte!"o! (R') 125 9.5 1>50 70 1.30511.2 R"&"+"a+o! +e, D"a!a&ma (RD) 200 20.0 1700 20 1.13012.0 D"a!a&. 'nte!"o! Cant"+a+ 512.1 E,emento 1 L 100?100?12.5) 100 12.5 2475 20 1.72912.2 E,emento 2 L 100?100?12.5) 100 12.5 1550 20 1.14112.3 E,emento 3 400 16.0 650 5 0.163

12.4 E,emento 4 150 16.0 430 10 0.07112.5 E,emento 5 650 16.0 500 10 0.40712.6 =e!nos +e a,ta !es"sten"a AM A325 120 0.04213.0 D"a!a& +e apoo Cant"+a+ 213.1 E,emento 1 L 100?100?12.5) 100 12.5 2475 7 0.>3213.2 E,emento 2 L 100?100?12.5) 100 12.5 1550 7 0.45613.3 E,emento 3 400 16.0 650 2 0.06513.4 E,emento 4 150 16.0 430 4 0.03213.5 E,emento 5 650 16.0 500 4 0.16314.0 D"sp. +e ApooEst. ' Cant"+a+ 214.1 =,ana *pe!"o! 700 25 7>0 2 0.2>14.1 =,ana 'ne!"o! 700 25 7>0 2 0.2>

14.1 =,ana Late!a, 200 25 250 2 0.0215.0 D"sp. +e ApooEst. D Cant"+a+ 215.1 =,ana *pe!"o! 700 25 7>0 2 0.2>15.1 =,ana 'ne!"o! 700 25 7>0 2 0.2>15.1 =,ana Late!a, 200 25 250 2 0.0216.0 A!!"ost!e empo!a,16.1 A!!"ost!e empo!a, =Monta@e L >5 9.5 4210 24 1.05916.1 A!!"ost!e empo!a, en A,a *pe!"o 350 12.5 350 24 0.27716.1 A!!"ost!e empo!a, en D"a!a&ma 700 12.5 550 > 0.302

H

Ace!o Est!ct!al AG30 72.7 51.>3



Ace!o Est!ct!al AG"$ 1>.2 10.>7(otal 100.0 $2.31

NA . En a+a apoo ,a "&a se e?t"en+e 450mm a+""ona,es (e! p,ano Est!*t*!a MetK,"a)



Ant"o!!os"o Esma,te(m2) (m2)

51.11 51.1146.2> 46.2>

369.>4 369.>437.16 37.16

20.27 20.2727.00 27.00

6.05 6.05

36.43 36.4315.12 15.12

0.0019.9> 19.9>12.49 12.492.>> 2.>>

1.47 1.476.7> 6.7>

>.99 >.995.00 5.001.11 1.110.59 0.592.>5 2.>5

2.95 2.952.95 2.95

0.25 0.25

2.95 2.952.95 2.950.25 0.25

674.46 674.46



$'&.&$ $'&.&$



0$ LOSA E APROI*ACION

0$.01 Conc!eto #Dc<210 5:cm2 20.90 m3

B p!om. < L Cant"+a+ o,. (m3) %se!a"ones5.00 0.30 6.30 1 9.45 Losa0.30 0.05 6.30 1 0.090.>0 0.20 6.30 1 0.77 C*a poste!"o!

10.43

=o! +os *n"+a+es 20.75

0$.02 Enco#!ado - esenco#!ado 1>.40 m2

B p!om. < Cant"+a+ A!ea (m2) %se!a"ones6.30 0.55 1 3.4> Ca!a +e ,osa6.30 0.30 1 1.795.00 0.30 2 3.00 Ca!as ,ate!a,es

0.30 0.05 2 0.030.>0 0.20 2 0.277.6>

=o! +os *n"+a+es 1>.33

0$.0" Ace!o de Re#e!,o !ado $0 1672.00 8&

Co+"&o φ N; ="eas Lon&="ea Ba!!a="ea Cant"+a+ Ba!!asL1 57H 42 5.20 4> 25 25L2 12H 22 5.20 4> 13 13

L3 57H 42 2.10 29 10 10L4 12H 35 6.50 5> 26 26

Res*men φ N/ Ba!!as =esoBa!!a =eso (8&)1H 0 35.70 0.00

34H 0 20.20 0.0057H 35 14.00 490.0012H 39 9.00 351.0037H 0 5.10 0.00

741.00

=o! +os *n"+a+es ota, 1672.00



09 VARIOS

09.01 Apo-o de Neop!ene 4.00

NEn Est!"%os 4

09.02 )nta de ilatación *etlica 7.40L (m) N *%tota,

Ent!e Est!"%o '*"e!+o a%,e!o 4.20 1 4.2Ent!e a%,e!o Est!"%o De!eo 4.20 1 4.2

ota, 7.4

09.0" Ba!andas *etalicas 101.70

L (m) N L tota,Ba!an+a 50.90 2 101.70

09.0& !ena>e en Plata#o!ma 20.00L t!amo (m) *%e!.!amo N t!amos *%tota,

!amo ent!a, 50.00 20 1 20ota, 20

Cada unidad contiene :

L=600m

e =6mm

09.03 !ena>e en Pantalla de Est!io 20.00*%e!. N; ees *%tota,

=anta,,a 10 1 10 A,e!os 10 2 20

ota, 20

09.0$ Acaado de Ve!edas 122.20B (m) L (m) N L tota,1.20 50.9 2 122.16

09.09 Ca!peta As#ltica en Caliente de 2J 2>6.70

B (m) L (m) N L tota,En Losa +e =*ente 4.20 50.9 1 213.>7En Losa +e Ap!o?"ma"#n 6.30 5.00 2 63.00

ota, 2>6.>7

09.0' P!ea de Ca!a del Pente 1.00

f° g° φ 3"

Disco φ 125mm



UND

M

M

UND

UND

M2

M2

GLB



0' OBRAS E PRO(ECCION

0'.01 PRO(ECCION CON ENROCAO

0'.01.01 Limpie,a - es!oce de (e!!eno *anal 2=2'9.30

0'.01.02 E%ca+ación P:Est!ct!as Ba>o aa con *a/ina!ia 1=2&?.$0

0'.01.0" Com#o!mación de (e!!aplenes con *ate!ial de Cante!a 3=10'.&0

0'.01.0& Eliminación de *ate!ial E%cedente 1=2&?.$0

0'.01.03 Enco#!ado - esenco#!ado de Cimentación 1="22.00

0'.01.0$ Enco#!ado - esenco#!ado de (aldes - Be!mas "$9.30

0'.01.09 En!ocado de P!otección con &0H de Conc!eto #Dc<193 5:cm2 1=22$.10

0'.01 PRO(ECCION CON ENROCAO

0'.01.01 Limpie,a - es!oce de (e!!eno *anal 2=2'9.30

Des!"p"#n L B H AREADes%!oe Ma!&en '*"e!+a +e, R-o 1>0 15 50$ 12>5Des%!oe Ma!&en De!ea +e, R-o 135 15 50$ 1012.5

N/ +e ees 2.0 (A, 'n""o "na, +e ,a %!a)

A!ea ota, 227>.5 m2

ENROCAO

Co!te en Seco Co!te Ba>o Aa En!ocadoesc!ipcion P!o. istancia A!ea o,*men A!ea o,*men A!ea o,*men

(m2) (m3) (m2) (m3) (m2) (m3)*a!en I,/ie!do

0.00 01>0.00 1>0.00 0.00 4.10 696.49 4.02 673.40*a!en I,/ie!do

0.00 0135.00 135.00 0.00 4.10 553.10 4.02 542.>0

S@*A 0.00 1249.60 1226.10



0'.01.0& Eliminación de *ate!ial E%cedente 1=2&?.$0Vol. 4m"6

Co!te en eo 0.00Co!te Ba@o A&*a 1249.60E,"m"na"#n +e Mate!"a, E?e+ente 1249.60

0'.01.03 Enco#!ado - esenco#!ado de Cimentación 1="22.00

*a!en I,/ie!do

NK Veces La!o4m6 Anc;o4m6 A!ea4m262 305 2 1220

102 2 0.5 102

ota, 1322

0'.01.0$ Enco#!ado - esenco#!ado de (aldes - Be!mas "$9.30

*a!en I,/ie!do

NK Veces La!o4m6 Anc;o4m6 A!ea4m261 305.00 0.25 >6.25

102 6.20 0.40 252.96102 1.50 0.25 37.25

ota, 36>.46

m2

m2



elleno de Est!ct!a Relleno (e!!aplen A!ea o,*men A!ea o,*men(m2) (m3) (m2) (m3)

2794.76

2213.46

0.00 5107.40

m2

m"

m"

m"

m2

m2

m"

m2



m"

m2

m2



0? ACCESOS AL P@EN(E

0?.01 Limpie,a - es!oce de (e!!eno *anal

PRORESIVA Lonitd ANC7O ENSIA AREAel 5m al 5m m (m) $

00000.00 00110.00 110.00 10.00 0.>5 725.0000160.00 00360.00 200.00 10.00 0.>5 1500.00(O(AL "10.00 2="23.00

0?.02 Eliminación de *ate!ial O!nico

0?.0" Co!te de *ate!ial Selto

METRADO EXCAVACION AREA ALTURA VOLUME VOLUMEN T

ZAPATAS 1429.45

PANTALLA 1 41.17 2.48 102.102PANTALLA 2 194.11 2.16 419.278

PANTALLA 3 39.02 2.43 94.8186PANTALLA 4 54.09 1.81 97.9029

=ANALLA 5 58.11 2.48 144.113

=ANALLA 6 182.99 2.16 395.258

=ANALLA > 39.04 2.43 94.8672

=ANALLA 7 44.81 1.81 81.1061

0?.0& Reposición de *at. O!. con *at. de Cante!a

0?.03 Con#o!mación de (e!!aplen con *at.de Cante!a

0?.0$ Eliminación de *ate!ial E%cedente

EPLANACIONES

PRORESIVA IS(ANCIA

AREAS VOL@*EN E COR(E

Co!teRelleno

*ate!ial Selto

Mat. *e,to Mat. !&an"o

Ma!&en De!eo

00000.00 0.00 00020.00 20.00 1>.6> 00040.00 20.00 32.>0 00060.00 20.00 42.23 00070.00 20.00 55.66 00100.00 20.00 60.67 00110.00 10.00

A!ea +eCo!te

Mat.!&Kn"o



EPLANACIONES

PRORESIVA IS(ANCIA

AREAS VOL@*EN E COR(ECo!te

Relleno*ate!ial Selto

Mat. *e,to Mat. !&an"o

Ma!&en +e!ea

00160.00 00170.00 20.00 4>.9700200.00 20.00 6>.3600220.00 20.00 67.3100240.00 20.00 3.52 46.32 35.2000260.00 20.00 2.>6 36.43 62.7000270.00 20.00 2.47 26.55 52.4000300.00 20.00 2.36 17.24 47.4000320.00 20.00 2.07 10.00 44.4000340.00 20.00 2.07 3.67 41.60

00360.00 20.00 2.07 3.>0 41.60

S@BG(O(AL 4*"6 0.00 "2$.&0(O(AL 4*"6 "2$.&0

A!ea +eCo!te

Mat.!&Kn"o



0?.09 Conc!eto #Dc<210 5:cm2 en seco

MERAD CNCRE AREA ALURA LUMEN LUMEN

A=AA 392.004

PANTALLA 1 41.1> 0.6 24.>02

PANTALLA 2 194.11 0.6 116.466

PANTALLA 3 39.02 0.6 23.412PANTALLA 4 54.09 0.6 32.454=ANALLA 5 57.11 0.6 34.766=ANALLA 6 172.99 0.6 109.>94=ANALLA > 39.04 0.6 23.424=ANALLA 7 44.71 0.6 26.776

MUR DE CN. 1563.63

PANTALLA 1 4.25 5.97 25.415

PANTALLA 2 13 7.56 111.27

PANTALLA 3 2.57 7.56 22.0747

PANTALLA 4 4.99 >.03 35.0>9>=ANALLA 5 6.39 5.97 37.2122=ANALLA 6 12.14 7.56 103.9174=ANALLA > 2.56 7.56 21.9136=ANALLA 7 4.02 >.03 27.2606CNRAUERE

PANTALLA 1 2.1 5.97 12.557

PANTALLA 2 60.2 7.56 515.312

PANTALLA 3 1.9 7.56 16.264

PANTALLA 4 2.6 >.03 17.2>7=ANALLA 5 2.1 5.97 12.557=ANALLA 6 60.2 7.56 515.312=ANALLA > 1.9 7.56 16.264=ANALLA 7 2.6 >.03 17.2>7

ALCANAR'LLA 1.> 2 3.41.62 2 3.24

=ARA=E

PANTALLA 1 2.13 0.7 1.>04

PANTALLA 2 6.5 0.7 5.2

PANTALLA 3 1.29 0.7 1.032

PANTALLA 4 2.5 0.7 2=ANALLA 5 3.2 0.7 2.56=ANALLA 6 6.0> 0.7 4.756=ANALLA > 1.27 0.7 1.024=ANALLA 7 2.01 0.7 1.607ENC'MA DE ER'B 1.52 0.7 1.216

MUR EN ER'B 3.04 7.16 24.7064

0?.0' Enco#!ado - esenco#!ado de o!as de a!te



MERAD ENCRAD =ER'MER ALURA AREA = AREA

MUR DE CN. 4697.19

PANTALLA 1 29.02 5.97 1>3.54

PANTALLA 2 7>.42 7.56 >47.32

PANTALLA 3 1>.>> 7.56 152.11

PANTALLA 4 33.93 >.03 237.53

=ANALLA 5 43.26 5.97 257.69=ANALLA 6 71.56 7.56 697.15=ANALLA > 1>.6> 7.56 151.26=ANALLA 7 2>.43 >.03 192.73CNRAUERE

PANTALLA 1 10.4 5.97 62.19

PANTALLA 2 60.2 7.56 515.31

PANTALLA 3 7.6 7.56 >3.62

PANTALLA 4 12.4 >.03 7>.1>=ANALLA 5 13 5.97 >>.>4=ANALLA 6 60.2 7.56 515.31

=ANALLA > 7.6 7.56 >3.62=ANALLA 7 12.4 >.03 7>.1>

ALCANAR'LLA 23.05 2 46.1021.96 2 43.92

=ARA=E

PANTALLA 1 14.51 0.7 11.61

PANTALLA 2 43.>1 0.7 34.9>

PANTALLA 3 7.79 0.7 >.11

PANTALLA 4 16.9> 0.7 13.57

=ANALLA 5 21.63 0.7 1>.30=ANALLA 6 40.>7 0.7 32.62=ANALLA > 7.74 0.7 >.0>=ANALLA 7 13.>2 0.7 10.97ENC'MA DE ER'B 21.4 0.7 1>.12

MUR EN ER'B 42.7 7.16 349.247

0?.0? Ace!o de Re#e!,o !ado $0

0?.10 )ntas As#alticas

)ntas en Ve!eda Alcanta!illa 71 m)ntas en *!os 219.02 m

0?.11 A#i!mado !ala!

CAPA E AIR*AO e<20 cm

PRORESIVALONI(@ 4*6 ANC7O 4*6 AREA

5* 5*

Ma!&en "



00000.00 00110.00 110 6.30 693

Ma!&en +e! 00165.00 00390.00 225 6.30 141

S@BG(O(AL 1 211

(O(AL 4*"6 &22.10



2325.00 M2

326.40 M3

1429.45 M3

326.40 M3

10409.70 M3

326.40 M3

1>6.>0503.>0>49.309>7.90

1163.40303.40

VOL@*ENE RELLENO



4>9.70

1153.401356.>01146.30

72>.50629.7044>.90272.40136.70

>3.70

10&0?.'010&0?.'0

VOL@*ENE RELLENO



1955.64 m3

469>.19 m2



87926.085 5

"00.02 m

422.10 m3

4*26



.00

.50

.30



10 OBRAS E AR(E F RENA)E

10.01 Alcanta!illa Pe!#il Alto "? SA $G10

10.01.01 E%ca+acion *anal Pa!a Est!ct!as

N/ ees A!ea Lon&"t*+2 4 13

10.01.02 Eliminacion de *ate!ial E%cedente

N/ ees A!ea Lon&"t*+2 4 13

10.01.0" Conc!eto #Dc<100 5:cm2

N/ ees A!ea Lon&"t*+2 2.5 13

10.01.0& Conc!eto #Dc<210 5:cm2

N/ ees A!ea Lon&"t*+2 2.21 132 0.51 132 0.04 13

tota,

10.01.03 Enco#!ado - esenco#!ado en o!as de A!te

N/ ees A,t*!a Lon&"t*+4 1.>5 132 1.5 132 0.12 13

tota,

10.01.0$ Ace!o de Re#e!,o !ado $0

#ie!!o de 1:2JN +eces Lon&"t*+ E,ementos s*% tota,

2 12.3 13 319.72 6.4 72 1049.62 4.02 62 497.47

total lonitd 176>.77total peso 1756.6>2>2

10.01.09 A!co Pe!#il Alto "? SA $G10



10.02 Alcanta!illas Ve!eda

10.02.01 E%ca+acion *anal pa!a Est!ct!as

Descripción Cantidad ALTO Ancho

ALCANTARILLA PSJE OASIS DER 1.00 1.10 1.50

ALCANTAILLA PSJE OASIS IZQ 1.00 1.10 1.50

ALCANTAILLA JR. MIUEL RAU DER 1.00 1.10 1.50

ALCANTAILLA JR. MIUEL RAU IZQ 1.00 1.10 1.50

Total

10.02.02 Conc!eto #Dc<210 5:cm2

Descripción Cantidad Area Ancho

ALCANTARILLA PSJE OASIS DER 1.00 0.59 !

ALCANTAILLA PSJE OASIS IZQ 1.00 0.59 !ALCANTAILLA JR. MIUEL RAU DER 1.00 0.59 !

ALCANTAILLA JR. MIUEL RAU IZQ 1.00 0.59 !

Total

10.02.0" Enco#!ado - esenco#!ado de O!as de A!te

Descripción Cantidad Laro Ancho

ALCANTARILLA ! DER

P"#$%$& L"'$#"($& 2.00 ! 127.93

2.00 ! 127.93

)*+%* %$ (*&" &,-$#*# 1.00 127.93 0.60

ALCANTARILLA ! IZQ

P"#$%$& L"'$#"($& 2.00 ! 124.02

2.00 ! 124.02

)*+%* %$ (*&" &,-$#*# 1.00 124.02 0.60

Total

10.02.0& Ace!o de Re#e!,o !ado $0



104 m3

ota, 104

104 m3

ota,104

6.5 m3

ota,65

>1.7 m3

ota,5>.4613.261.04

>1.>6

133.12 m2

ota,9139

3.12

133.12

1756.6>2>2 8&

13.42 m



415.>2 m3

Lon. !"# Total Total

5.00 8.25

5.00 8.25

122.93 202.83

119.02 196.38

&13.92

147.40 m3

Lon. !"# Total Total

5.00 2.95

5.00 2.95122.93 72.41

119.02 70.10

1&'.&0

100>.70 m2

Alto !"# Total Total

0.70 179.10

1.00 255.86

! 76.76

0.70 173.63

1.00 248.04

! 74.41

1=009.'0

6019.13 8G



ALCAN(ARILLA PS)E OASIS LAO EREC7Pa!tidaM ACERO E RE@ERO F<&200 5:C*2 RAO $0@nidadM 5

esc!ipción 4pl6

12H 1.2> 25

12H 1.42 25

37H 5.00 17

ACERO E RE@ERO F<&200

CAN(.

37H 5.00 1012H 9.00 >

(O(AL 19.&9

ALCAN(ARILLA PS)E OASIS LAO I@IERPa!tidaM ACERO E RE@ERO F<&200 5:C*2 RAO $0@nidadM 5

esc!ipción 4pl6

12H 1.2> 25

12H 1.42 25

37H 5.00 17

ACERO E RE@ERO F<&200

CAN(.

37H 5.00 10

12H 9.00 >(O(AL 19.&9

Lon. Po!pie,a

N dePie,as

ALCAN(ARILLA LAO EREC7O

*E(RA

I A *

.

5 B

:

P I E A

Lon. Po!pie,a

N dePie,as

ALCAN(ARILLA LAO I@IERO *E(RA

I A * .

5 B

:

P I E A

5.00

0.>>0.25 0.25

0.920.25 0.25

5.00

0.>>0.25 0.25

0.920.25 0.25



ALCAN(ARILLA )R. *I@EL RA@ LAO EREC7OPa!tidaM ACERO E RE@ERO F<&200 5:C*2 RAO $0@nidadM 5

esc!ipción 4pl6

12H 1.2> 615

12H 1.42 615

37H 127.53 17

CAN(.

37H 5.00 25>12H 9.00 174

(O(AL &&0.99

ALCAN(ARILLA )R. *I@EL RA@ LAO I@IEROPa!tidaM ACERO E RE@ERO F<&200 5:C*2 RAO $0@nidadM 5

esc!ipción 4pl6

12H 1.2> 595

12H 1.42 595

37H 124.30 17

CAN(.

37H 5.00 249

12H 9.00 1>7(O(AL &2$.&9

Lon. Po!

pie,a

N de

Pie,as

ACERO E RE@ERO F<&200 5:C*2 RAO


I A * .

5 B

:

P I E A

Lon. Po!pie,a

N dePie,as

ACERO E RE@ERO F<&200 5:C*2 RAO $


I A *

.

5 B

:

P I E A

0.92

61.>0

0.>>0.25 0.25

0.25 0.25

0.92

60.>7

0.>>0.25 0.25

0.25 0.25



TOTAL 3/8

TOTAL 1/2



Cantidad

1275 3.53

3193.94

5 910.00

19.&9

:C*2 RAO $0

5.

0050.04006>.250=119.2?

O

Cantidad

12753.53

3193.94

5 910.00

19.&9

:C*2 RAO $0

5.

0050.04

006>.250=119.2?

NK de Ba!!as de ?m po!Pie,a

RES@*EN E


RES@*EN E



Cantidad 1275

76.>3

31996.97

14 93225>.06

&&0.99

5.

1276.331653.412=?"?.9&

Cantidad

127573.97

31993.79

13 >390

247.60

&2$.&9

5.

1243.99

1600.722='&&.'1

NK de Ba!!as de ?m po!

Pie,a

0= ALCAN(ARILLA LAO EREC7O

RES@*EN E


0= ALCAN(ARILLA LAO I@IERO

RES@*EN E



2630.40

3388.73

6019.13



PANTALLA 1 N VECES LN LONITUD DISTRIUCION L TOTAL

6 1 18.41 3/4 0.10 110.46

26 2 18.41 5/8 0.20 478.66

370 3 1.14 3/4 0.10 421.8

186 4 2.85 5/8 0.20 530.1

64 5 18.41 1/2 0.20 1178.24

2 4 8 6 2.78 3/4 0.10 22.24

4 4 16 7 3.9 3/4 0.10 62.4

1 4 4 8 3.9 3/4 0.10 15.6

4 4 16 9 7.29 3/4 0.10 116.64

74 10 7.61 1/2 0.25 563.14

93 11 6.86 5/8 0.20 637.98

6 12 3 5/8 0.40 18

6 13 3 1/2 0.40 18

30 14 3.13 5/8 0.20 93.9


6 1 43.22 3/4 0.10 259.32

42 2 43.22 5/8 0.20 1815.24

862 3 1.14 3/4 0.10 982.68

434 4 4.55 5/8 0.20 1974.7

90 5 43.22 1/2 0.20 3889.8

2 14 28 6 4.18 3/4 0.10 117.04

4 14 56 7 5.44 3/4 0.10 304.64

1 14 14 8 5.44 3/4 0.10 76.16

4 14 56 9 10.34 3/4 0.10 579.04

173 10 10.19 1/2 0.25 1762.87

217 11 9.44 5/8 0.20 2048.48

10 12 4.3 5/8 0.40 43

10 13 4.3 1/2 0.40 43

43 14 4.77 5/8 0.20 205.11


6 1 8.45 3/4 0.10 50.7

42 2 8.45 5/8 0.20 354.9

170 3 1.14 3/4 0.10 193.8

85 4 2.54 5/8 0.20 215.990 5 8.45 1/2 0.20 760.5

2 2 4 6 4.18 3/4 0.10 16.72

4 2 8 7 5.44 3/4 0.10 43.52

1 2 2 8 5.44 3/4 0.10 10.88

4 2 8 9 10.34 3/4 0.10 82.72

173 10 10.19 1/2 0.25 1762.87

217 11 9.44 5/8 0.20 2048.48

10 12 4.3 5/8 0.40 43

10 13 4.3 1/2 0.40 43

43 14 4.77 5/8 0.20 205.11


6 1 16.51 3/4 0.10 99.06



30 2 16.51 5/8 0.20 495.3

332 3 1.14 3/4 0.10 378.48

166 4 2.54 5/8 0.20 421.64

76 5 16.51 1/2 0.20 1254.76

2 4 8 6 3.27 3/4 0.10 26.16

4 4 16 7 4.44 3/4 0.10 71.04

1 4 4 8 4.44 3/4 0.10 17.76

4 4 16 9 8.42 3/4 0.10 134.72

173 10 8.66 1/2 0.25 1498.18

217 11 7.87 5/8 0.20 1707.79

7 12 3.52 5/8 0.40 24.64

7 13 3.52 1/2 0.40 24.64

36 14 3.73 5/8 0.20 134.28


6 1 21.3 3/4 0.10 127.8

26 2 21.3 5/8 0.20 553.8

426 3 1.14 3/4 0.10 485.64

214 4 2.85 5/8 0.20 609.9

64 5 21.3 1/2 0.20 1363.2

2 4 8 6 2.78 3/4 0.10 22.24

4 4 16 7 3.9 3/4 0.10 62.4

1 4 4 8 3.9 3/4 0.10 15.6

4 4 16 9 7.29 3/4 0.10 116.64

74 10 7.61 1/2 0.25 563.14

93 11 6.86 5/8 0.20 637.98

6 12 3 5/8 0.40 18

6 13 3 1/2 0.40 18

30 14 3.13 5/8 0.20 93.9


6 1 40.41 3/4 0.10 242.46

42 2 40.41 5/8 0.20 1697.22

810 3 1.14 3/4 0.10 923.4

406 4 2.54 5/8 0.20 1031.24

90 5 40.41 1/2 0.20 3636.9

2 14 28 6 4.18 3/4 0.10 117.04

4 14 56 7 5.44 3/4 0.10 304.64

1 14 14 8 5.44 3/4 0.10 76.16

4 14 56 9 10.34 3/4 0.10 579.04

173 10 10.19 1/2 0.25 1762.87

217 11 9.44 5/8 0.20 2048.48

10 12 4.3 5/8 0.40 43

10 13 4.3 1/2 0.40 43

43 14 4.77 5/8 0.20 205.11


6 1 8.41 3/4 0.10 50.46

42 2 8.41 5/8 0.20 353.22

170 3 1.14 3/4 0.10 193.8



85 4 2.54 5/8 0.20 215.9

90 5 8.41 1/2 0.20 756.9

2 2 4 6 4.18 3/4 0.10 16.72

4 2 8 7 5.44 3/4 0.10 43.52

1 2 2 8 5.44 3/4 0.10 10.88

4 2 8 9 10.34 3/4 0.10 82.72

173 10 10.19 1/2 0.25 1762.87

217 11 9.44 5/8 0.20 2048.48

10 12 4.3 5/8 0.40 43

10 13 4.3 1/2 0.40 43

43 14 4.77 5/8 0.20 205.11


6 1 13.27 3/4 0.10 79.62

30 2 13.27 5/8 0.20 398.1

266 3 1.14 3/4 0.10 303.24

134 4 2.54 5/8 0.20 340.36

76 5 13.27 1/2 0.20 1008.52

2 3 6 6 3.27 3/4 0.10 19.62

4 3 12 7 4.44 3/4 0.10 53.28

1 3 3 8 4.44 3/4 0.10 13.32

4 3 12 9 8.42 3/4 0.10 101.04

173 10 8.66 1/2 0.25 1498.18

217 11 7.87 5/8 0.20 1707.79

7 12 3.52 5/8 0.40 24.64

7 13 3.52 1/2 0.40 24.64

36 14 3.73 5/8 0.20 134.28



3/4 5/8 1/2 N 16

8234.86 25905.72 25280.22 4186.9564

2.235 1.552 0.994

TOTAL 18404.912 40205.677 25128.539

87926.08



11 SEALIACION F SE@RIA VIAL

11.01 SeQal In#o!mati+a11.02 SeQal P!e+enti+a11.0" SeQal Relamenta!ia

11.0& *a!cas so!e el pa+imento

*ARCAS SOBRE EL PAVI*EN(O

(!amo (ipo de Lnea N LonitDe <asta =a!"a,

0110.00 0160.00 L-nea Cont"n*a en %o!+es +e =*ente Losa 2 50.00

0110.00 0160.00 L"nea D"sont"n*a ent!a, en =*ente Losa A 1 17.>5

(otal



2.00 Un+4.00 Un+2.00 Un+

11.90

d 4m6 A!eaota, (m2)

100.00

17.>5

117.>5 11.77

m2



12 *I(IACION *ABIEN(AL

12.01 PLAN E *ANE)O A*BIEN(AL

12.01.01 REAEC@ACION A*BIEN(AL E CA*PA*EN(OS. 0.30

12.01.02 REAEC@ACION A*BIEN(AL E CAN(ERAS 0.23

12.01.0" CONOR*ACION E EPOSI(OS E *A(ERIAL ECEEN(E RET

Des!"p"#n =a!"a, (m3)

Mate!"a, =!oen"ente +e E?aa"#n +e Est!"%os 4234.00

Mate!"a, =!oen"ente +e E?aa"#n +e Aesos REO

12.01.0& REVEE(ACION E EPOSI(OS E *A(ERIAL ECEEN(E 0."0

12.01.03 ES(ABILIACION E (AL@ES CON REVEE(ACION 0.20

Des!"p"#n N; ees Lon&"t*+ (m) Ano =!om. (m) =a!"a, (<a)R"%e!a +e R-o 1 100.00 10.00 0.10

Aesos 2 100.00 3.00 0.06

0.16

(otal < RET

12.01.0$ SEALIACION A*BIEN(AL 10.00

12.02 *ONI(OREO A*BIEN(AL

12.02.01 *ONI(OREO E CALIA E A@A ".00

12.02.02 *ONI(OREO E CALIA EL AIRE ".00

12.02.0" *ONI(OREO E CALIA E R@IOS ".00

12.0" CAPACI(ACION F E@CACION A*BIEN(AL

12.0".01 C7ARLAS AL PERSONAL E OBRA ".00

12.0".02 C7ARLAS A POBLACION BENEICIARIA ".00

12.0".0" SE*INARIO (ALLER A PERSONAL (ECNICO PROESIONAL ".00

12.0& PRORA*A E CON(INENCIAS

12.0&.01 BRIAA E *E*ERENCIA 1.00

12.0&.02 E@IPO E E*ERENCIA AN(E ACCIEN(ES 1.00

12.0&.0" E@IPO CON(RA INCENIOS 1.00



12.0&.0& EN(RENA*IEN(O EL PERSONAL E CON(INENCIA 1.00



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7A

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7A

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@N

@N

@N

@N

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LB

LB

LB



LB

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