Proyecto Ms Project

8/17/2019 Proyecto Ms Project

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Presupuesto:Subpresupuesto:Cliente:Lugar:

Item11.12

2.12.23

3.13.23.3

3.43.53.63.73.83.9

3.13.113.123.133.143.153.163.173.183.193.23.213.22

44.15

5.16

6.16.27

7.18



8.19

9.11

1 .111

11.111.212

12.1

12.1.1

12.2

12.2.112.2.212.2.3

12.3

12.3.112.3.212.3.3

13

13.113.2



I!"#!I#$I% &#'I!I(I)% &# L% L*!#% #! 138 +) S,C%-% % / %$#0 IP%,!(% # #L C($, #C !IC,

!ICIP%LI&%& &# S,C%-% % / %$#0 IP%S,C%-% % / %$#0 IP%

&es rip i n$eplanteo topogr o e la l;nea e 138+)<So aba=a/Par>ue In ustrial?$eplanteo topogr o e la l;nea e 138+)Instala i n e estru turas met li as e elos;a <torres?#stru tura e elosia tipo ($ e 3 m#stru tura e elosia e an la@e tipo ($ e 33mInstala ion e estru turas met li as <postes?Postes e % ero para %rma o S e 8 APostes e % ero para %rma o S e 85APostes e % ero para %rma o S e 9

Postes e % ero para %rma o S e 11 APostes e % ero para %rma o S & e 8 APostes e % ero para %rma o S & e 85APostes e % ero para %rma o S & e 1 APostes e % ero para %rma o %1 e 8 APostes e % ero para %rma o %1 e 85APostes e % ero para %rma o %1 e 9 APostes e % ero para %rma o %1 e 1 APostes e % ero para %rma o %1 e 11 APostes e % ero para %rma o %1 e 12 APostes e % ero para %rma o %2 e 85APostes e % ero para %rma o %2 e 9 APostes e % ero para %rma o %2 e 1 APostes e % ero para %rma o %2 e 11 APostes e % ero para %rma o %2 e 12 APostes e % ero para %rma o %3 e 85APostes e % ero para %rma o %3 e 1 APostes e % ero para %rma o %3 e 12 APostes e % ero para %rma o P( e 85AInstala i n e on u torInstala i n e on u tor e tipo 24 mm2 %%%C B por aseInstala i n e ables e guar aInstala ion e Cable ,P"D e 7 mmE = 24 brasInstala i n e aisla ores%isla or polimeri o tipo line post%isla or Polimeri o tipo (ensi nInstala i n e terminales 145 F)Instala i n e terminales 145 F)Instala i n e Pararra=os



Instala i n e Parrara=os tipo (L% para 138 F)Instala i n e Ca@a tripolarCa@a tripolar e oneGi n e pantalla a tierra on limita or e tension <S)L?Instala i n e a@as e empalmesInstala i n e a@as e empalmes para able e bra pti aInstala ion e % esorios e on u tor = ables e guar a

%mortigua ores para on u tor %%%C 24 mm2%mortigua ores para able ,P"DInstala i n e Sistemas e Puesta a (ierra

#le tro o Herti al

Con ontrapeso e 1 mCon ontrapeso e 2 mCon ontrapeso e 25 m

Con ontrapeso en oposi i n e 1 mCon ontrapeso en oposi i n e 4 mCon ontrapeso en oposi i n e 5 m)arios

Ingener;a e &etallePruebas = Puesta en SerHi io

COSTO TOTAL DEL MONTAJE ELÉCTROMECÁNICO

Puesta a tierra tipo P%(/1 B in lu=e eG aHa i nB instala i nB relleno = rotura eHere aB esalo@o e esmonte B resane = to o traba@o no espe i a o perore>ueri o para el monta@e

Puesta a tierra tipo P%(/C B in lu=e eG aHa i nB instala i nB relleno = rotura eHere aB esalo@o e esmonte B resane = to o traba@o no espe i a o perore>ueri o para el monta@e

Puesta a tierra tipo P%(/& = P%(/# B in lu=e eG aHa i nB instala i nB relleno = roturae Here aB esalo@o e esmonte B resane = to o traba@o no espe i a o pero

re>ueri o para el monta@e



n etra o Costo unitario Costo Par ial Costo (otal5119. 9Fm 9.77 523.96 5119. 9

13493.1u 2 3,370.55 6741.1u 2 3,376.00 6752.

176258.84u 5 2,029.01 1 145. 5u 2 2,029.01 4 58 .2u 2 2,233.09 4466.18

u 1 3,253.37

3253.37u 4 2,396.32 9585.28u 1 2,396.32 2396.32u 3 2,989.25 8967.75u 2 2,396.32 4792.64u 3 2,396.32 7188.96u 4 2,233.09 8932.36u 4 2,989.25 11957.u 3 3,253.37 976 .11u 4 3,253.37 13 13.48u 2 2,029.01 4 58. 2u 1 2,233.09 2233. 9u 2 2,989.25 5978.5u 2 3,253.37 65 6.74u 1 3,414.48 3414.48u 1 2,396.32 2396.32u 1 2,989.25 2989.25u 1 3,915.18 3915.18u 4 2,432.14 9728.56

74479.42Fm 28.35 2,627.14 74479.42

3 1 3.92Fm 9.45 3B185.6 3 1 3.92

4458 .8u 192 126.83 24351.36u 224 9 .31 2 229.44

9 88.52u 28 324.59 9 88.52

6614.88



u 12 551.24 6614.882624. 4

u 6 437.34 2624. 42624. 4

u 6 437.34 2624. 47154.56

u 84 61.15 5136.6u 28 72.07 2 17.9619589.4

u 27 285.23 77 1.21

u 23 214.36 493 .28u 17 263.13 4473.21u 1 275.47 275.47

u 3 231.21 693.63u 2 353.18 7 6.36u 2 404.62 8 9.24

25445.4

glb 1 20,363.85 2 363.85glb 1 5,081.55 5 81.55

417176. 1



Análisis de precios unitarios

0 0!00! IN"ENIERIA DE#INITI$A DE LA L%NEA EN !&' ($00! MONTAJE ELECTROMECÁNICO

0!/0!/0! Replanteo topo rá1co de la l2nea d

(M3DIA 4/5000 #0. 4/5000 Cos

Descripci6n Recurso -nidadMano de O7ra

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und3DIA !/4000 #0. !/4000 Cost


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und3DIA !/!;'0 #0. !/!;'0 Cost


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Descripci6n Recurso -nidad

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und3DIA !/'000 #0. !/'000 CostDescripci6n Recurso -nidad




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und3DIA !/;=00 #0. !/;=00 Cost

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E8uipos




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(M3DIA 4/5000 #0. 4/5000 Cos


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E8uipos



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0!/0'/0! Instalaci6n de .arrara os tipo TLA

und3DIA 4/0000 #0. 4/0000 Cost




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(,$0 I #($, JmC% I,! "$ % &# 9 (,! Jm

0!/0;/0! Ca:a tripolar de cone i6n de pantall

und3DIA 4/0000 #0. 4/0000 Cost




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0!/!4/04/0& Con contrapeso de 45 9

und3DIA &/0000 #0. &/0000 Cost


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0!/!4/0&/0! Con contrapeso en oposici6n de !0

und3DIA /0000 #0. /0000 Cost





#""#$ JmC% I,!#(% PIC+ P 4 M 4 &,-L# C%-I Jm

0!/!4/0&/04 Con contrapeso en oposici6n de 0

und3DIA 4/5000 #0. 4/5000 Cost







#""#$ JmC% I,!#(% PIC+ P 4 M 4 &,-L# C%-I Jm

0!/!4/0&/0& Con contrapeso en oposici6n de 50

und3DIA 4/4000 #0. 4/4000 Cost





#""#$ JmC% I,!#(% PIC+ P 4 M 4 &,-L# C%-I Jm

0!/!&/0! In ener2a de Detalle

"L)3DIA 0/0400 #0. 0/0400 Cost


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0!/!&/04 .rue7as .uesta en SerHicio

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SOCA)A*A + ARE,-I.A'e Ja presupuesto 0&30&340!5

!&'($

o unitario ire to por : + 54&/;>

Cuadrilla Cantidad .recio S3/ .arcial S3/

1. 3.2 17.24 55.171. 3.2 12.61 4 .352. 6.4 11.4 72.96

!>'/ '

1. 2.13 2.13.5 192.5 96.25.66 14.29 9.43.13 56.44 7.34

!!5/!5

7. 168.48 11.79.7563 2.42 45.42 1 9.92.7563 2.42 38.5 93.17

2.2719 7.27 3.5 25.454 0/&&

o unitario ire to por : un &?&=0/55


.1 .6667 52.5 35.1 . 66.6667 11.4 76 .

1. 6.6667 2 .45 136.332. 13.3333 17.24 229.872. 13.3333 15.13 2 1.73

!?&>4/;&

.5 192.5 96.25;>/45



7. 1B362.93 95.411. 6.6667 125.25 835.1. 6.6667 18.36 122.42. 13.3333 2.88 38.41. 6.6667 36.4 242.67

.5 3.3333 173.25 577.49

!?;!!/&=

TR de &&9

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.1 .6678 52.5 35. 61 . 66.778 11.4 761.27

1. 6.6778 2 .45 136.562. 13.3556 17.24 23 .252. 13.3556 15.13 2 2. 7

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.5 192.5 96.25;>/45

7. 1B365.21 95.561. 6.6778 125.25 836.391. 6.6778 18.36 122.62. 13.3556 2.88 38.461. 6.6778 36.4 243. 7

.5 3.3389 173.25 578.46!?;! /5

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o unitario ire to por : un 4?04;/0!


.1 .2667 52.5 14.8. 21.3333 11.4 243.21. 2.6667 2 .45 54.538. 21.3333 17.24 367.796. 16. 15.13 242. 8

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1. 192.5 192.5!;4/50

7. 921.6 64.51.5 1.3333 45.42 6 .56

1. 2.6667 125.25 334.

4. 1 .6667 2.88 3 .722. 5.3333 36.4 194.13.5 1.3333 173.25 23 .99

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.1 .2667 52.5 14.8. 21.3333 11.4 243.21. 2.6667 2 .45 54.538. 21.3333 17.24 367.796. 16. 15.13 242. 8

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1. 192.5 192.5!;4/50

7. 921.6 64.51.5 1.3333 45.42 6 .56

1. 2.6667 125.25 334.4. 1 .6667 2.88 3 .722. 5.3333 36.4 194.13

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o unitario ire to por : un 4?4&&/0;


.1 .2963 52.5 15.568. 23.7 37 11.4 27 .221. 2.963 2 .45 6 .598. 23.7 37 17.24 4 8.65



6. 17.7778 15.13 268.98!?04 /00

1. 192.5 192.5!;4/50

7. 1B 24. 71.68.5 1.4815 45.42 67.291. 2.963 125.25 371.124. 11.8519 2.88 34.132. 5.9259 36.4 215.7

.5 1.4815 173.25 256.67!?0!>/5;

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o unitario ire to por : un &?45&/&=Cuadrilla Cantidad .recio S3/ .arcial S3/

.1 .4444 52.5 23.338. 35.5556 11.4 4 5.331. 4.4444 2 .45 9 .898. 35.5556 17.24 612.986. 26.6667 15.13 4 3.47

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1. 192.5 192.5!;4/50

7. 1B536. 1 7.52.5 2.2222 45.42 1 .93

1. 4.4444 125.25 556.664. 17.7778 2.88 51.22. 8.8889 36.4 323.56

.5 2.2222 173.25 385.!?54 /'=

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.1 .32 52.5 16.8



8. 25.6 11.4 291.841. 3.2 2 .45 65.448. 25.6 17.24 441.346. 19.2 15.13 29 .5

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1. 192.5 192.5!;4/50

7. 1B1 5.92 77.41.5 1.6 45.42 72.67

1. 3.2 125.25 4 .84. 12.8 2.88 36.862. 6.4 36.4 232.96

.5 1.6 173.25 277.2!?0;=/;0

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.1 .32 52.5 16.88. 25.6 11.4 291.841. 3.2 2 .45 65.448. 25.6 17.24 441.346. 19.2 15.13 29 .5

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7. 1B1 5.92 77.41.5 1.6 45.42 72.67

1. 3.2 125.25 4 .84. 12.8 2.88 36.862. 6.4 36.4 232.96

.5 1.6 173.25 277.2!?0;=/;0

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.1 .4 61 52.5 21.328. 32.4873 11.4 37 .361. 4. 6 9 2 .45 83. 58. 32.4873 17.24 56 . 8

6. 24.3655 15.13 368.65!? 0&/ >

1. 192.5 192.5!;4/50

7. 1B4 3.46 98.24.5 2. 3 5 45.42 92.23

1. 4. 6 9 125.25 5 8.634. 16.2437 2.88 46.78

2. 8.1218 36.4 295.63.5 2. 3 5 173.25 351.78!?&;&/4;

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7. 1B1 5.92 77.41.5 1.6 45.42 72.67

1. 3.2 125.25 4 .84. 12.8 2.88 36.862. 6.4 36.4 232.96

.5 1.6 173.25 277.2!?0;=/;0

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.1 .32 52.5 16.8

8. 25.6 11.4 291.841. 3.2 2 .45 65.448. 25.6 17.24 441.346. 19.2 15.13 29 .5

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1. 192.5 192.5!;4/50

7. 1B1 5.92 77.41

.5 1.6 45.42 72.671. 3.2 125.25 4 .84. 12.8 2.88 36.862. 6.4 36.4 232.96

.5 1.6 173.25 277.2!?0;=/;0

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.1 .2963 52.5 15.568. 23.7 37 11.4 27 .221. 2.963 2 .45 6 .598. 23.7 37 17.24 4 8.656. 17.7778 15.13 268.98

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1. 192.5 192.5!;4/50

7. 1B 24. 71.68.5 1.4815 45.42 67.29

1. 2.963 125.25 371.124. 11.8519 2.88 34.132. 5.9259 36.4 215.7

.5 1.4815 173.25 256.67



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1. 192.5 192.5

!;4/507. 1B4 3.46 98.24

.5 2. 3 5 45.42 92.231. 4. 6 9 125.25 5 8.634. 16.2437 2.88 46.782. 8.1218 36.4 295.63

.5 2. 3 5 173.25 351.78!?&;&/4;

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.1 .4444 52.5 23.338. 35.5556 11.4 4 5.331. 4.4444 2 .45 9 .898. 35.5556 17.24 612.986. 26.6667 15.13 4 3.47

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1. 192.5 192.5!;4/50

7. 1B536. 1 7.52.5 2.2222 45.42 1 .93

1. 4.4444 125.25 556.66



4. 17.7778 2.88 51.22. 8.8889 36.4 323.56

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7. 1B536. 1 7.52.5 2.2222 45.42 1 .93

1. 4.4444 125.25 556.664. 17.7778 2.88 51.22. 8.8889 36.4 323.56

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.1 .2667 52.5 14.8. 21.3333 11.4 243.21. 2.6667 2 .45 54.538. 21.3333 17.24 367.796. 16. 15.13 242. 8

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7. 921.6 64.51.5 1.3333 45.42 6 .56

1. 2.6667 125.25 334.4. 1 .6667 2.88 3 .722. 5.3333 36.4 194.13

.5 1.3333 173.25 23 .99

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.1 .2963 52.5 15.568. 23.7 37 11.4 27 .22

1. 2.963 2 .45 6 .598. 23.7 37 17.24 4 8.656. 17.7778 15.13 268.98

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1. 192.5 192.5!;4/50

7. 1B 24. 71.68.5 1.4815 45.42 67.29

1. 2.963 125.25 371.124. 11.8519 2.88 34.132. 5.9259 36.4 215.7

.5 1.4815 173.25 256.67!?0!>/5;

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1. 192.5 192.5!;4/50

7. 1B4 3.46 98.24.5 2. 3 5 45.42 92.23

1. 4. 6 9 125.25 5 8.63

4. 16.2437 2.88 46.782. 8.1218 36.4 295.63.5 2. 3 5 173.25 351.78

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1. 192.5 192.5!;4/50

7. 1B536. 1 7.52.5 2.2222 45.42 1 .93

1. 4.4444 125.25 556.664. 17.7778 2.88 51.22. 8.8889 36.4 323.56

.5 2.2222 173.25 385.!?54 /'=

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.1 .4678 52.5 24.568. 37.4269 11.4 426.671. 4.6784 2 .45 95.678. 37.4269 17.24 645.24



6. 28. 7 2 15.13 424.7!?>!>/'

1. 192.5 192.5!;4/50

7. 1B616.84 113.18.5 2.3392 45.42 1 6.251. 4.6784 125.25 585.974. 18.7135 2.88 53.892. 9.3567 36.4 34 .58

.5 2.3392 173.25 4 5.27!?>05/!

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.1 .32 52.5 16.88. 25.6 11.4 291.841. 3.2 2 .45 65.448. 25.6 17.24 441.346. 19.2 15.13 29 .5

!?!05/;4

1. 192.5 192.5!;4/50

7. 1B1 5.92 77.41.5 1.6 45.42 72.67

1. 3.2 125.25 4 .84. 12.8 2.88 36.862. 6.4 36.4 232.96

.5 1.6 173.25 277.2!?0;=/;0

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.1 .4 61 52.5 21.32



8. 32.4873 11.4 37 .361. 4. 6 9 2 .45 83. 58. 32.4873 17.24 56 . 86. 24.3655 15.13 368.65

!? 0&/ >

1. 192.5 192.5!;4/50

7. 1B4 3.46 98.24.5 2. 3 5 45.42 92.23

1. 4. 6 9 125.25 5 8.634. 16.2437 2.88 46.782. 8.1218 36.4 295.63

.5 2. 3 5 173.25 351.78!?&;&/4;

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.1 .54 5 52.5 28.388. 43.2432 11.4 492.971. 5.4 54 2 .45 11 .548. 43.2432 17.24 745.516. 32.4324 15.13 49 .7

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1. 192.5 192.5!;4/50

7. 1B868.1 13 .77.5 2.7 27 45.42 122.76

1. 5.4 54 125.25 677. 34. 21.6216 2.88 62.272. 1 .81 8 36.4 393.51

.5 2.7 27 173.25 468.24!?'5 /5'

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.1 .3252 52.5 17. 78. 26. 163 11.4 296.591. 3.252 2 .45 66.58. 26. 163 17.24 448.52

6. 19.5122 15.13 295.22!?!4&/;0

1. 192.5 192.5!;4/50

7. 1B123.9 78.67.5 1.626 45.42 73.85

1. 3.252 125.25 4 7.314. 13. 81 2.88 37.46

2. 6.5 41 36.4 236.75.5 1.626 173.25 281.7!?!!5/=

994 AAAC ? por @ase

o unitario ire to por : + 4?>4=/!


.1 .32 52.5 16.81. 3.2 5 . 16 .

1 . 32. 11.4 364.81. 3.2 2 .45 65.448. 25.6 17.24 441.346. 19.2 15.13 29 .5

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1. 192.5 192.5!;4/50

1 . 1B338.88 133.891. 3.2 1.32 4.221. 3.2 112.37 359.58

.5 1.6 45.42 72.67

.75 2.4 125.25 3 .61. 3.2 1.32 4.22

.25 .8 6.6 5.288. 25.6 3.5 89.6



1. 3.2 2.88 9.221. 3.2 36.4 116.48

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o unitario ire to por : + &?!'5/>0


.1 .4 52.5 21.1. 4. 5 . 2 .

1 . 4 . 11.4 456.1. 4. 2 .45 81.88. 32. 17.24 551.686. 24. 15.13 363.12

!?>=&/>01. 192.5 192.5

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7. 1B673.6 117.151. 4. 1.32 5.281. 4. 112.37 449.48

.5 2. 45.42 9 .84

.75 3. 125.25 375.751. 4. 1.32 5.28

.25 1. 6.6 6.68. 32. 3.5 112.1. 4. 2.88 11.521. 4. 36.4 145.6

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.6 .4 52.5 21.1. .6667 11.4 7.6

.15 .1 2 .45 2. 51. .6667 17.24 11.49

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.1 192.5 19.25!;/45

7. 42.14 2.951. .6667 1.32 .881. .6667 36.4 24.27

.4 .2667 14 . 37.34>5/

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.1 . 533 52.5 2.8

1. .5333 11.4 6. 8.15 . 8 2 .45 1.641. .5333 17.24 9.19

!;/=!

.1 192.5 19.25!;/45

7. 19.71 1.381. .5333 1.32 .71. .5333 36.4 19.41

.4 .2133 14 . 29.865!/&5

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.1 .4 52.5 21.1. 4. 11.4 45.6

.5 2. 2 .45 4 .91. 4. 17.24 68.96

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7. 176.46 12.351. 4. 1.32 5.28

.15 .6 45.42 27.25

.15 .6 14 . 84.!4'/''

ara !&' $

o unitario ire to por : un 55!/4


.1 .4 52.5 21.1. 4. 11.4 45.6

.5 2. 2 .45 4 .91. 4. 17.24 68.96

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!;/45

7. 176.46 12.351. 4. 1.32 5.28

.2 .8 45.42 36.34

.4 1.6 6.6 1 .561. 4. 2.75 11.

.5 2. 14 . 28 .&55/5&

a a tierra con li9itador de tension FS$LG

o unitario ire to por : un &=/&


.1 .4 52.5 21.1. 4. 11.4 45.6

.5 2. 2 .45 4 .91. 4. 17.24 68.96

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.1 192.5 19.25!;/45

7. 176.46 12.35



1. 4. 1.32 5.28.4 1.6 14 . 224.

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ara ca7le de 17ra 6ptica

o unitario ire to por : un &=/&


.1 .4 52.5 21.1. 4. 11.4 45.6

.5 2. 2 .45 4 .91. 4. 17.24 68.96

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.1 192.5 19.25!;/45

7. 176.46 12.351. 4. 1.32 5.28

.4 1.6 14 . 224.4 !/>&

C 4 0 994

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.1 . 667 52.5 3.51. .6667 11.4 7.6

.25 .1667 2 .45 3.411. .6667 17.24 11.49

4>/00

. 5 192.5 9.63;/>&

5. 26. 1.31. .6667 1.32 .88

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o unitario ire to por : un =4/0=


.1 . 8 52.5 4.2

1. .8 11.4 9.12.25 .2 2 .45 4. 91. .8 17.24 13.79

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7. 31.2 2.181. .8 1.32 1. 6

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.1 .2667 52.5 14.4. 1 .6667 11.4 121.6

.25 .6667 2 .45 13.631. 2.6667 17.24 45.97

!;5/40

.1 192.5 19.25!;/45

1 . 195.2 19.521. 2.6667 1.32 3.521. 2.6667 5.5 14.67

.25 .6667 49.61 33. 7=0/='

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.1 .2 52.5 1 .54. 8. 11.4 91.2

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7. 146.41 1 .251. 2. 1.32 2.641. 2. 5.5 11.

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.1 .25 52.5 13.134. 1 . 11.4 114.

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7. 183. 1 12.811. 2.5 1.32 3.31. 2.5 5.5 13.75

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.1 .2667 52.5 14.4. 1 .6667 11.4 121.6



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5. 195.2 9.761. 2.6667 1.32 3.521. 2.6667 5.5 14.67

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9

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!>4/!>

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7. 162.16 11.351. 2. 1.32 2.641. 2. 5.5 11.

.25 .5 49.61 24.81;/'0

9

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.25 .8 52.5 42.4. 12.8 11.4 145.92

.25 .8 2 .45 16.361. 3.2 17.24 55.17

45;/ 5



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5. 259.45 12.971. 3.2 1.32 4.22

1. 3.2 5.5 17.6.25 .8 49.61 39.69= / '

9

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.25 .9 91 52.5 47.734. 14.5455 11.4 165.82

.25 .9 91 2 .45 18.591. 3.6364 17.24 62.69

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7. 294.83 2 .641. 3.6364 1.32 4.81. 3.6364 5.5 2 .

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unitario ire to por : "L- 40?&>&/'5


.3 12 . 11.4 1B368.

.5 2 . 8 . 16B .!=?&>'/00

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.1 2.2857 52.5 12 .1. 22.8571 8 . 1B828.576. 137.1429 11.4 1B563.431. 22.8571 2 .45 467.431. 22.8571 17.24 394. 6

?&=&/ ;

.1 192.5 19.25

!;/457. 4B373.49 3 6.14

1. 22.8571 1.32 3 .171. 22.8571 5.5 125.71

.2 4.5714 49.61 226.79>''/'!



.recios cantidade

Presupuesto: I!"#!I#$I% &#'I!I(I)% &# L% L*!#% #! 138 +Subpresupuesto: ,!(% # #L C($, #C !IC,Cliente: !ICIP%LI&%& &# S,C%-% % / %$#0 IP%

Lugar: S,C%-% % / %$#0 IP%

REC-RSO

&I- %!(# (,P,"$%',I!"#!I#$, &# S#" $I&%&

,'ICI%LP#,!

'I#$$,%(#$I%L C,!S I-L#

PI!( $% #S %L(# SI!(#(IC,

I!". #SP#CI%LIS(% #! $#&#SP$I %$I%SI!". #SP#CI%LIS(% #! LI!#%S &#

($%!S ISI,!

C%P%(%O &# ($%-% ,S#L#C($IC,S

,P#$%$I, &# ($%-% ,S#L#C($IC,S

,'ICI%L &# ($%-% ,S#L#C($IC,S

C# #!(, P,$(L%!& (IP, I<42.5+"?



K#$$% I#!(%S %! %L#S

#SPI!(#$N #($,$%CK#(

#""#$

PL % &# IO% #C%-%LL#(# %LO%-,-I!%

P#$(I"% #L#C($IC% (,$0 I #($,D%L+I# (%+I#S

(I$',$ &# 3 (,!.DI!CK# &# 3 (,!#0 IP, &# (#!&I&,

(#CL# &# 2 (,!.C% I,! "$ % &# 5 (,!C% I,! "$ % &# 9 (,!#0 IP, (,P,"$%'IC,

#S( CK# &# K#$$% I#!(%SP%$% #C%!IC,C% I,! ),L0 #(# 4G2 12 /14KP 4 3.C% I,!#(% PIC+ P 4 M 2 &.

C%-.

C% I,!#(% PIC+ P 4 M 4&,-L# C%-I!%.C% I,! PL%(%',$ % 4M2 B122 KPB 8 (!



de recursos re8ueridos por tipo

S,C%-% % / %$#0 IP%

-NIDAD CANTIDAD .RECIO .ARCIAL .RES-.-ESTADO

%!, &# ,-$%

JJ 12 . 11.4 1B368. 1B368.JJ 31.26 17.24 538.99 539. 1JJ 18 . 3 52.5 9B451.76 9B452. 1JJ 128.52 5 . 6B426. 6B426.

JJ 222.86 8 . 17B828.57 17B828.57

JJ 31.26 12.61 394.24 394.224B9 5.68 11.4 55B924.71 55B924.71

JJ 62 .59 2 .45 12B69 .99 12B692.83

JJ 3B7 9.79 17.24 63B956.83 63B954.62

JJ 2B241. 2 15.13 33B9 6.57 33B9 6.76

404? '>/>= 404? '>/=&

%(#$I%L#S

Fg 9.77 2.13 2 .81 2 .81est 175.79 192.5 33B838.61 33B839.18

-,L 6.45 14.29 92.14 92.13

gln 1.27 56.44 71.68 71.71

& ?04&/45 & ?04&/'&

#0 IP,S



, 14B196.94 14B196.94Jm 868. 9 1.32 1B145.87 1B144.97

Jm 128.52 112.37 14B441.79 14B441.68

Jm 232.35 45.42 1 B553.15 1 B553.16

Jm 23.64 38.5 91 .27 91 .27Jm 71. 3 3.5 248.6 248.65Jm 2 5.7 5.5 1B131.34 1B131.42Jm 11 .28 49.61 5B471.1 5B471.16

Jm 359.17 125.25 44B985.5 44B985.41

Jm 26.69 18.36 49 . 1 49 .Jm 128.52 1.32 169.65 169.54

Jm 51.33 6.6 338.78 338.78Jm 48. 2.75 132. 132.Jm 1B 28.16 3.5 3B598.56 3B598.56Jm 1B126.24 2.88 3B243.58 3B243.58Jm 874.85 36.4 31B844.39 31B844.25Jm 128.52 . . .Jm 64.26 . . .Jm 131.39 173.25 22B762.78 22B762.63Jm 178.59 14 . 25B 2.38 25B 2.48Jm 327. 4 . . .

!'0?>>>/>; !'0?>>5/ '

TOTAL !=?!=>/>! !=?!=>/0



Presupuesto: I!"#!I#$I%Lugar: S,C%-% % /

Item

11.12

2.12.23

3.1

3.23.33.43.53.63.73.83.9

3.13.113.123.133.143.153.163.173.183.193.23.213.22

44.15

5.16

6.16.27



7.18

8.19

9.11

1 .11111.111.212

12.1

12.1.1

12.2

12.2.112.2.212.2.3

12.3

12.3.112.3.212.3.3

1313.113.2



C-ADRO TECNICO DE D-RACIONES

#'I!I(I)% &# L% L*!#% #! 138 +) S,C%-% % / %$#0 IP% $#0 IP%

Presupuesto&es rip i n

$eplanteo topogr o e la l;nea e 138+)<So aba=a/%re>uipa$eplanteo topogr o e la l;nea e 138+)Instala i n e estru turas met li as e elos;a <torres?#stru tura e elosia tipo ($ e 3 m#stru tura e elosia e an la@e tipo ($ e 33mInstala ion e estru turas met li as <postes?Postes e % ero para %rma o S e 8 A

Postes e % ero para %rma o S e 85APostes e % ero para %rma o S e 9Postes e % ero para %rma o S e 11 APostes e % ero para %rma o S & e 8 APostes e % ero para %rma o S & e 85APostes e % ero para %rma o S & e 1 APostes e % ero para %rma o %1 e 8 APostes e % ero para %rma o %1 e 85APostes e % ero para %rma o %1 e 9 APostes e % ero para %rma o %1 e 1 APostes e % ero para %rma o %1 e 11 APostes e % ero para %rma o %1 e 12 APostes e % ero para %rma o %2 e 85APostes e % ero para %rma o %2 e 9 APostes e % ero para %rma o %2 e 1 APostes e % ero para %rma o %2 e 11 APostes e % ero para %rma o %2 e 12 APostes e % ero para %rma o %3 e 85APostes e % ero para %rma o %3 e 1 APostes e % ero para %rma o %3 e 12 APostes e % ero para %rma o P( e 85AInstala i n e on u torInstala i n e on u tor e tipo 24 mm2 %%%C B por aseInstala i n e ables e guar aInstala ion e Cable ,P"D e 7 mmE = 24 brasInstala i n e aisla ores%isla or polimeri o tipo line post%isla or Polimeri o tipo (ensi nInstala i n e terminales 145 F)



Instala i n e terminales 145 F)Instala i n e Pararra=osInstala i n e Parrara=os tipo (L% para 138 F)Instala i n e Ca@a tripolarCa@a tripolar e oneGi n e pantalla a tierra on limita or e tension <S)L?Instala i n e a@as e empalmes

Instala i n e a@as e empalmes para able e bra pti aInstala ion e % esorios e on u tor = ables e guar a%mortigua ores para on u tor %%%C 24 mm2%mortigua ores para able ,P"DInstala i n e Sistemas e Puesta a (ierra

#le tro o Herti al

Con ontrapeso e 1 mCon ontrapeso e 2 mCon ontrapeso e 25 m

Con ontrapeso en oposi i n e 1 mCon ontrapeso en oposi i n e 4 mCon ontrapeso en oposi i n e 5 m

)ariosIngener;a e &etallePruebas = Puesta en SerHi io

ues a a erra po / B n u=e eG aHa nB ns a a nB re eno = ro ura e Here aBesalo@o e esmonte B resane = to o traba@o no espe i a o pero re>ueri o para el

Puesta a tierra tipo P%(/C B in lu=e eG aHa i nB instala i nB relleno = rotura e Here aBesalo@o e esmonte B resane = to o traba@o no espe i a o pero re>ueri o para el

monta@e

Puesta a tierra tipo P%(/& = P%(/# B in lu=e eG aHa i nB instala i nB relleno = rotura eHere aB esalo@o e esmonte B resane = to o traba@o no espe i a o pero re>ueri opara el monta@e



Costo nitaron . etra o $en imiento ni a<%? < - ? < C ?

Fm 9.77 2.5 Fm ia 1

u 2 1.2 u ia 1u 2 1.198 u ia 1

u 5 3 u ia 1

u 2 3 u ia 1u 2 2.7 u ia 1u 1 1.8 u ia 1u 4 2.5 u ia 1u 1 2.5 u ia 1u 3 1.97 u ia 1u 2 2.5 u ia 1u 3 2.5 u ia 1u 4 2.7 u ia 1u 4 1.97 u ia 1u 3 1.8 u ia 1u 4 1.8 u ia 1u 2 3 u ia 1u 1 2.7 u ia 1u 2 1.97 u ia 1u 2 1.8 u ia 1u 1 1.71 u ia 1u 1 2.5 u ia 1u 1 1.97 u ia 1u 1 1.48 u ia 1u 4 2.46 u ia 1

Fm 28.35 2.5 Fm ia 1

Fm 9.45 2 Fm ia 1

u 192 12 u ia 1u 224 15 u ia 1

'rentes e (raba@o



u 28 2 u ia 1

u 12 2 u ia 1

u 6 2 u ia 1

u 6 2 u ia 1

u 84 12 u ia 1u 28 1 u ia 1

u 27 3 u ia 1

u 23 4 u ia 1u 17 3.2 u ia 1u 1 3 u ia 1

u 3 4 u ia 1u 2 2.5 u ia 1u 2 2.2 u ia 1

glb 1 . 2 glb ia 1glb 1 .35 glb ia 1



&ura i n &ura i n$eal en ;as&Q % <- G C?

3.91 4

1.67 1.751.67 1.75

1.67 1.75

6.67 6.75.74 .75.56 .75

1.6 1.75.4 .5

1.52 1.75.8 1

1.2 1.251.48 1.52. 3 2.251.67 1.752.22 2.25

.67 .75

.37 .51. 2 1.51.11 1.5

.58 1

.4 .5

.51 .75

.68 .751.63 1.75

11.34 11.5

4.725 4.75

16 1614.93 15

%@usta a en;as



14 14

6 6

3 3

3 3

7 72.8 3

9 9

5.75 5.755.31 5.5

.33 .5

.75 .75.8 1

.91 1

5 52.86 3



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Proyecto Ms Project

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