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ID WBS DESCRIPCIN Und Metrado C. U.1 1. LNEA DE CONDUCCIN

2 1.1. OBRAS GENERALES3 1.1.1. OBRAS PROVISIONALES4 1.1.1.1. CASETAS m2 80.00 85.69

5 1.1.2. OBRAS PRELIMINARES6 1.1.2.1. MOVIMIENTO DE EQUIPOS Gl. 1.00 8!554.00

" 1.1.2.2. TRA#O $ REPLANTEO m 10!000.00 0.29

8 1.1.2.3. DESMOVILI#ACI%N Gl. 1.00 8!554.00

9 1.2. MOVIMIENTO DE TIERRAS

10 1.2.1. E&CAVACI%N CON EQUIPO m 10!000.00 14.43

11 1.2.2. E&CAVACI%N MANUAL m 10!000.00 ".81

12 1.2.3. CAMA DE APO$O m 10!000.00 25.22

13 1.2.4. RELLENO 1ERA ETAPA m 10!000.00 25.22

14 1.2.5. RELLENO 2DA ETAPA m 10!000.00 13.50

15 1.2.6. ELIMINACI%N m3 20.61

16 1.. TUBERAS1" 1.3.1. SUMINISTRO m 10!200.00 24".12

18 1.3.2. COLOCACI%N m 10!000.00 43.83

19 1.!. VARIOS20 1.4.1. P.'. #AN(A ABIERTA m 10!000.00 25.26

21 1.4.2. P.'. #AN(A CERRADA m 10!000.00 25.26

22 1.4.3. LIMPIE#A DE OBRA Gl. 1.00 500.00

23 1.". #IN

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RECURSOS DIARIOSMANO DE OBRA

C.D. T$ % CAP. OPE. O)I. PE. Pre&eden&'a( ES E)

6!855.28 4 1 0.6 2 4 6)C 2 6

8!554.00 2 1 0.2 2 0 2

2!851.14 2 1 0.4 1 3 6CC * 1+ 1 3

8!554.00 2 1 0.2 2 14)C 109 111

144!296.00 100 1 0.2 1 1 "CC * 1+ 2 102

"8!064.00 100 10 1 10 10CC * 1+ 3 103

252!20".06 100 5 1.5 5 10 11CC * 1+ 4 104

252!20".06 100 10 2 20 18CC * 1+ 6 106

134!996.4" 100 20 8 20 60 20CC * 2+ 9 109

0.00 15 1 0.4 4 14)) * 2+ 96 111

2!520!624.00 5 1 0.2 2 6CC 0 5

438!265.00 100 1 0.4 1 3 12CC*1+, 1"CC*1+ 5 105

252!643.60 100 0.5 0.5 1 13CC * 2+ 8 108

252!643.60 100 0.5 0.5 1 14CC * 2+ 11 111

500.00 2 1 0.4 1 3 21)) * 1+ 100 112

0 8)C! 22)C 112 112

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L M M ( V S D L M M#e&)a 2 3 4 5 6 " 8 9 10 11

D. Ca*end. 1 2 3 4 5 6 " 8 9 10D. Ut'*e( 1 2 3 4 5 6 " 8 9

LS L)

0.6C-*2O*4/5 9

0.2C-*2/0 2

0.4C-*1O*3/1 3

110 112

0.2C-*1O*1/

2 1021C-*10/

3 1031.5C-*5O*10/

4 1042C-*20/

6 106

9 109

9" 112

0.2C-*2/4 9

0.4C-*1O*3/5 105

0.5O*8 108

11 111

100 112

112 112

CAPATA# 0.4 0.8 1.4 2.0 3.5 2." 5.1 5.1 5.1OPERARIO 1.0 4.0 3.0 8.0 9.0 ".0 ".0 ".5

PE%N 4 " 10 1" 2" 28 44 44 45

10.0

15.0

20.0

25.0

30.0

OPERAR

IOS

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6/88

4791217202528303338414649515459626770727578808388919396991011041091121141171201221251301330.0

5.0

4791217202528303338414649515459626770727578808388919396991011041091121141171201221251301330

20

40

60

80

100

120

PEONES

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(UNIO

( V S D L M M ( V S D L M M12 13 14 15 16 1" 18 19 20 21 22 23 24 2511 12 13 14 15 16 1" 18 19 20 21 22 23 2410 11 12 13 14 15 16 1" 18 19 20 21

8C-*20O*60/

1/

0.5O*1/

13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.12".5 2".5 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0105 105 106 106 106 106 106 106 106 106 106 106

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( V S D L M M ( V S D L M M26 2" 28 29 30 1 2 3 4 5 6 " 8 925 26 2" 28 29 30 31 32 33 34 35 36 3" 3822 23 24 25 26 2" 28 29 30 31 32 33

13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.128.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0106 106 106 106 106 106 106 106 106 106 106 106

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(ULIO

( V S D L M M ( V S D L M M10 11 12 13 14 15 16 1" 18 19 20 21 22 2339 40 41 42 43 44 45 46 4" 48 49 50 51 5234 35 36 3" 38 39 40 41 42 43 44 45

13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.128.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0106 106 106 106 106 106 106 106 106 106 106 106

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( V S D L M M ( V S D L M M24 25 26 2" 28 29 30 31 1 2 3 4 5 653 54 55 56 5" 58 59 60 61 62 63 64 65 6646 4" 48 39 40 49 50 51 52 53 54 55

13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.128.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0106 106 106 106 106 106 106 106 106 106

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AGOSTO

( V S D L M M ( V S D L M M" 8 9 10 11 12 13 14 15 16 1" 18 19 206" 68 69 "0 "1 "2 "3 "4 "5 "6 "" "8 "9 8056 5" 58 59 60 61 62 63 64 65 66 6"

13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.128.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0106 106 106 106 106 106 106 106 106 106 106 106

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( V S D L M M ( V S D L M M21 22 23 24 25 26 2" 28 29 30 31 1 2 381 82 83 84 85 86 8" 88 89 90 91 92 93 9468 69 "0 "1 "2 "3 "4 "5 "6 "" "8 "9

13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.128.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0106 106 106 106 106 106 106 106 106 106 106 106

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18/88

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19/88

SETIEMBRE

( V S D L M M ( V S D L M M4 5 6 " 8 9 10 11 12 13 14 15 16 1"95 96 9" 98 99 100 101 102 103 104 105 106 10" 10880 81 82 83 84 85 86 8" 88 89 90 91

13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.128.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0106 106 106 106 106 106 106 106 106 106 106 106

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CANTIDAD PEONES - ASAP

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OCTUBRE

( V S D L M M ( V S D L2 3 4 5 6 " 8 9 10 11 12 13

123 124 125 126 12" 128 129 130 131 132 133 134104 105 106 10" 108 109 110 111 112

0.2C-*2/

/

2C-*20/

8C-*20O*60/

0.4C-*4/

1O*3/

0.5O*1/

0.5O*1/

0.4C-*1O*3/

12.3 10.8 10.4 8.4 8.4 8.4 0.6 1.0 0.42".0 22.0 21.0 21.0 21.0 20.5 0.5 1.5 1.099 89 88 66 66 65 " 10 3

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2 1.1. OBRAS GENERALES3 1.1.1. OBRAS PROVISIONALES4 1.1.1.1. CASETAS m2 80.00 85.69


" 1.1.2.2. TRA#O $ REPLANTEO m 10!000.00 0.29





12 1.2.3. CAMA DE APO$O m 10!000.00 25.22



15 1.2.6. ELIMINACI%N m3 20.61


18 1.3.2. COLOCACI%N m 10!000.00 43.83


21 1.4.2. P.'. #AN(A CERRADA m 10!000.00 25.26


23 1.". #IN

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L M M ( V S D L M M#e&)a 2 3 4 5 6 " 8 9 10 11

D. Ca*end. 1 2 3 4 5 6 " 8 9 10D. Ut'*e( 1 2 3 4 5 6 " 8 9

LS L)

0.6C-*2O*4/5 9

0.2C-*2/0 2

0.4C-*1O*3/1 3

110 112

0.2C-*1O*1/

2 1021C-*10/

3 1031.5C-*5O*10/

4 1042C-*20/

6 106

9 109

9" 112

0.2C-*2/4 9

0.4C-*1O*3/5 105

0.5O*8 108

11 111

100 112

112 112

CAPATA# 0.2 0.6 0.6 1.2 2.9 3.9 5.9 5.9 5.9OPERARIO 0.0 1.0 2.0 1.0 6.0 9.0 9.0 9.0 9.5

PE%N 2 5 4 11 23 30 50 50 51

10.0

15.0

20.0

25.0

30.0

OPERARIOS

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4791217202528303338414649515459626770727578808388919396991011041091121141171201221251301330.0

5.0

DIAS CALENDARIOS

4791217202528303338414649515459626770727578808388919396991011041091121141171201221251301330

20

40

60

80

100

120

DIAS CALENDARIOS

PEONES

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(UNIO

( V S D L M M ( V S D L M M12 13 14 15 16 1" 18 19 20 21 22 23 24 2511 12 13 14 15 16 1" 18 19 20 21 22 23 2410 11 12 13 14 15 16 1" 18 19 20 21

8C-*20O*60/

1/

0.5O*1/

13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.12".5 2".5 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0105 105 106 106 106 106 106 106 106 106 106 106

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( V S D L M M ( V S D L M M26 2" 28 29 30 1 2 3 4 5 6 " 8 925 26 2" 28 29 30 31 32 33 34 35 36 3" 3822 23 24 25 26 2" 28 29 30 31 32 33

13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.128.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0106 106 106 106 106 106 106 106 106 106 106 106

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(ULIO

( V S D L M M ( V S D L M M10 11 12 13 14 15 16 1" 18 19 20 21 22 2339 40 41 42 43 44 45 46 4" 48 49 50 51 5234 35 36 3" 38 39 40 41 42 43 44 45

13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.128.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0106 106 106 106 106 106 106 106 106 106 106 106

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( V S D L M M ( V S D L M M24 25 26 2" 28 29 30 31 1 2 3 4 5 653 54 55 56 5" 58 59 60 61 62 63 64 65 6646 4" 48 39 40 49 50 51 52 53 54 55

13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.128.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0106 106 106 106 106 106 106 106 106 106

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PEONES -

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AGOSTO

( V S D L M M ( V S D L M M" 8 9 10 11 12 13 14 15 16 1" 18 19 206" 68 69 "0 "1 "2 "3 "4 "5 "6 "" "8 "9 8056 5" 58 59 60 61 62 63 64 65 66 6"

13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.128.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0106 106 106 106 106 106 106 106 106 106 106 106

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LAP

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( V S D L M M ( V S D L M M21 22 23 24 25 26 2" 28 29 30 31 1 2 381 82 83 84 85 86 8" 88 89 90 91 92 93 9468 69 "0 "1 "2 "3 "4 "5 "6 "" "8 "9

13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.128.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0106 106 106 106 106 106 106 106 106 106 106 106

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SETIEMBRE

( V S D L M M ( V S D L M M4 5 6 " 8 9 10 11 12 13 14 15 16 1"95 96 9" 98 99 100 101 102 103 104 105 106 10" 10880 81 82 83 84 85 86 8" 88 89 90 91

13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.128.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0106 106 106 106 106 106 106 106 106 106 106 106

OPERARIOS - ALAP

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( V S D L M M ( V S D L M M18 19 20 21 22 23 24 25 26 2" 28 29 30 1109 110 111 112 113 114 115 116 11" 118 119 120 121 12292 93 94 95 96 9" 98 99 100 101 102 103

0.2C-*1O*1/

1C-*10/

1.5C-*5O*1

0.4C-*4/

0.4C-

13.1 13.1 13.1 13.1 13.1 13.1 13.5 13.5 13.5 13.5 13.5 13.328.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 2".0106 106 106 106 106 106 110 110 110 110 110 109

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OCTUBRE

( V S D L M M ( V S D L2 3 4 5 6 " 8 9 10 11 12 13

123 124 125 126 12" 128 129 130 131 132 133 134104 105 106 10" 108 109 110 111 112

0.2C-*2/

/

2C-*20/

8C-*20O*60/

0.4C-*4/

1O*3/

0.5O*1/

0.5O*1/

0.4C-*1O*3/

12.3 10.8 10.4 8.4 8.4 8.4 0.4 1.0 1.02".0 22.0 21.0 21.0 21.0 20.5 0.5 1.5 1.099 89 86 66 66 65 5 10 "

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ID WBS DESCRIPCIN Und Metrado C. U.

1 1. LNEA DE CONDUCCIN

2 1.1. OBRAS GENERALES

3 1.1.1. OBRAS PROVISIONALES

4 1.1.1.1. CASETAS m2 80.00 85.69

5 1.1.2. OBRAS PRELIMINARES

6 1.1.2.1. MOVIMIENTO DE EQUIPOS Gl. 1.00 8!554.00

" 1.1.2.2. TRA#O $ REPLANTEO m 10!000.00 0.29





12 1.2.3. CAMA DE APO$O m 10!000.00 25.22



15 1.2.6. ELIMINACI%N m3 100.00 20.61

16 1.. TUBERAS

1" 1.3.1. SUMINISTRO m 10!200.00 24".12

18 1.3.2. COLOCACI%N m 10!000.00 43.83

19 1.!. VARIOS

20 1.4.1. P.'. #AN(A ABIERTA m 10!000.00 25.26

21 1.4.2. P.'. #AN(A CERRADA m 10!000.00 25.26


23 1.". #IN

1.- TOTAL COSTO DIRECTO

2.- GASTOS GENERALES 15.00%

3.- UTILIDAD 10.00%

4.- SUB - TOTAL (1+2+3)

5.- I.G.V. 19.00%

6.- COSTO TOTAL

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L M M J V S D L

Fecha 2 3 4 5 6 7 8 9

D. Calend. 1 2 3 4 5 6 7 8

D. Utiles 1 2 3 4 5 6 7

C.D. T$ D%ar%o

6!855.28 4 S). 1!"13.8 S/. 6,855.3

8!554.00 2 S). 4!2"".0 S/. 8,554.0

2!851.14 2 S). 1!425.6 S/. 2,851.1

8!554.00 2 S). 4!2"".0

144!296.00 100 S). 1!443.0

"8!064.00 100 S). "80.6

252!20".06 100 S). 2!522.1

252!20".06 100 S). 2!522.1

134!996.4" 100 S). 1!350.0

2!060.82 15 S). 13".4

2!520!624.00 5 S). 504!124.8 S/. 2,520,624.0

438!265.00 100 S). 4!382."

252!643.60 100 S). 2!526.4

252!643.60 100 S). 2!526.4

500.00 2 S). 250.0

0

S/. 4355322.03

S/. !5329".30

S/. 435532.20

S/. 5444152.53

S/. 10343"".9"

S/. !4#"541.51

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JUNIO

M M J V S D L M M J V S D L

10 11 12 13 14 15 16 17 18 19 20 21 22 23

9 10 11 12 13 14 15 16 17 18 19 20 21 22

8 9 10 11 12 13 14 15 16 17 18 19

S/. 15,872.6

S/. 7,806.4

S/. 22,698.6

S/. 17,654.5

S/. 5,399.9

S/. 35,061.2

S/. 12,632.2

S/. 5,052.9

S/. 2!!10!2.!

S/. 399159.4

S/. 2!!10!.3

S/. 332!32".3

S/. !32002.4

S/. 395"330.!5

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24 25 26 27 28 29 30 1 2 3 4 5 6 7

23 24 25 26 27 28 29 30 31 32 33 34 35 36

20 21 22 23 24 25 26 27 28 29 30 31

S/. 18,758.5

S/. 10,148.3

S/. 32,786.9

S/. 32,786.9

S/. 17,549.5

S/. 56,974.5

S/. 32,843.7

S/. 32,843.7

S/. 234!92.0

S/. 35203."

S/. 234!9.2

S/. 2933!5.0

S/. 55#39.3

S/. 349104.3

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JULIO


8 9 10 11 12 13 14 15 16 17 18 19 20 21

37 38 39 40 41 42 43 44 45 46 47 48 49 50

32 33 34 35 36 37 38 39 40 41 42 43

S/. 18,758.5

S/. 10,148.3

S/. 32,786.9

S/. 32,786.9

S/. 17,549.5

S/. 56,974.5

S/. 32,843.7

S/. 32,843.7

S/. 234!92.0

S/. 35203."

S/. 234!9.2

S/. 2933!5.0

S/. 55#39.3

S/. 349104.3

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22 23 24 25 26 27 28 29 30 31 1 2 3 4

51 52 53 54 55 56 57 58 59 60 61 62 63 64

44 45 46 47 48 39 40 49 50 51 52 53

S/. 15,872.6

S/. 8,587.0

S/. 27,742.8

S/. 27,742.8

S/. 14,849.6

S/. 48,209.2

S/. 27,790.8

S/. 27,790.8

S/. 19"5"5.5

S/. 29#"#."

S/. 19"5".!

S/. 24"231.9

S/. 4#1!4.1

S/. 295395.9

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AGOSTO


5 6 7 8 9 10 11 12 13 14 15 16 17 18

65 66 67 68 69 70 71 72 73 74 75 76 77 78

54 55 56 57 58 59 60 61 62 63 64 65

S/. 18,758.5

S/. 10,148.3

S/. 32,786.9

S/. 32,786.9

S/. 17,549.5

S/. 56,974.5

S/. 32,843.7

S/. 32,843.7

S/. 234!92.0

S/. 35203."

S/. 234!9.2

S/. 2933!5.0

S/. 55#39.3

S/. 349104.3

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19 20 21 22 23 24 25 26 27 28 29 30 31 1

79 80 81 82 83 84 85 86 87 88 89 90 91 92

66 67 68 69 70 71 72 73 74 75 76 77

S/. 18,758.5

S/. 10,148.3

S/. 32,786.9

S/. 32,786.9

S/. 17,549.5

S/. 56,974.5

S/. 32,843.7

S/. 32,843.7

S/. 234!92.0

S/. 35203."

S/. 234!9.2

S/. 2933!5.0

S/. 55#39.3

S/. 349104.3

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SETI


2 3 4 5 6 7 8 9 10 11 12 13 14 15

93 94 95 96 97 98 99 100 101 102 103 104 105 106

78 79 80 81 82 83 84 85 86 87 88 89

S/. 17,315.5

S/. 9,367.7

S/. 30,264.8

S/. 30,264.8

S/. 16,199.6

S/. 52,591.8

S/. 30,317.2

S/. 30,317.2

S/. 21!!3".#

S/. 32495."

S/. 21!!3.9

S/. 2#0#9".4

S/. 51451.#

S/. 322250.1

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MBRE


16 17 18 19 20 21 22 23 24 25 26 27 28 29

107 108 109 110 111 112 113 114 115 116 117 118 119 120

90 91 92 93 94 95 96 97 98 99 100 101

S/. 18,758.5

S/. 10,148.3

S/. 32,786.9

S/. 32,786.9

S/. 17,549.5

S/. 686.9

S/. 56,974.5

S/. 32,843.7

S/. 32,843.7

S/. 2353#".9

S/. 3530!."

S/. 2353#.9

S/. 294223.!

S/. 55902.5

S/. 35012!.1

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OCTUBRE


30 1 2 3 4 5 6 7 8 9 10 11 12 13

121 122 123 124 125 126 127 128 129 130 131 132 133 134

102 103 104 105 106 107 108 109 110 111 112

S/. 8,554.00

S/. 1,442.96

S/. 1,561.28

S/. 7,566.21

S/. 12,610.35

S/. 10,799.7

S/. 1,373.9

S/. 17,530.6

S/. 17,685.1

S/. 25,264.4

S/. 500.00

S/. 104""".4

S/. 15#33.3

S/. 104""."

S/. 44"!432.5

S/. "52422.2

S/. 533""54.#

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S/. 4,355,322.0 S/. 0.00

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2 1.1. OBRAS GENERALES3 1.1.1. OBRAS PROVISIONALES

4 1.1.1.1. CASETAS m2 80.00 85.69


" 1.1.2.2. TRA#O $ REPLANTEO m 10!000.00 0.29


9 1.2. MOVIMIENTO DE TIERRAS10 1.2.1. E&CAVACI%N CON EQUIPO m 10!000.00 14.43


12 1.2.3. CAMA DE APO$O m 10!000.00 25.22



15 1.2.6. ELIMINACI%N m3 100.00 20.61


18 1.3.2. COLOCACI%N m 10!000.00 43.83


21 1.4.2. P.'. #AN(A CERRADA m 10!000.00 25.26


23 1.". #IN1.- TOTAL COSTO DIRECTO

2.- GASTOS GENERALES 15.00%

3.- UTILIDAD 10.00%

4.- SUB - TOTAL (1+2+3)

5.- I.G.V. 19.00%

6.- COSTO TOTAL

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L M M ( V S D L M#e&)a 2 3 4 5 6 " 8 9 10

D. Ca*end. 1 2 3 4 5 6 " 8 9D. Ut'*e( 1 2 3 4 5 6 " 8

E# LS L# D'ar'o(

6 5 9 S). 1!"13.8 S/. 6,855.28

2 0 2 S). 4!2"".0 S/. 8,554.0

3 1 3 S). 1!425.6 S/. 2,851.14

111 110 112 S). 4!2"".0

102 2 102 S). 1!443.0

103 3 103 S). "80.6

104 4 104 S). 2!522.1 S/.

106 6 106 S). 2!522.1

109 9 109 S). 1!350.0

111 9" 112 S). 13".4

5 4 9 S). 504!124.8 S/. 2,520,624.0

105 5 105 S). 4!382." S/.

108 8 108 S). 2!526.4

111 11 111 S). 2!526.4

112 100 112 S). 250.0

112 112 112

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(UNIOM ( V S D L M M ( V S D L M11 12 13 14 15 16 1" 18 19 20 21 22 23 2410 11 12 13 14 15 16 1" 18 19 20 21 22 239 10 11 12 13 14 15 16 1" 18 19 20

S/. 15,872.56 S

S/. 7,806.40 S

22,698.64 S

S/. 17,654.49 S

S/. 5,399.86 S

35,061.20 S

S/. 12,632.18 S

S/. 5,052.87 S

S/. 2!!10!2.!

S/. 399159.4

S/. 2!!10!.3

S/. 332!32".3

S/. !32002.4

S/. 395"330.!5

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M ( V S D L M M ( V S D L M25 26 2" 28 29 30 1 2 3 4 5 6 " 824 25 26 2" 28 29 30 31 32 33 34 35 36 3"21 22 23 24 25 26 2" 28 29 30 31 32

. 18,758.48

. 10,148.32

. 32,786.92

. 32,786.92

. 17,549.54

. 56,974.45

. 32,843.67

. 32,843.67

S/. 234!92.0

S/. 35203."

S/. 234!9.2

S/. 2933!5.0

S/. 55#39.3

S/. 349104.3

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(ULIOM ( V S D L M M ( V S D L M9 10 11 12 13 14 15 16 1" 18 19 20 21 2238 39 40 41 42 43 44 45 46 4" 48 49 50 5133 34 35 36 3" 38 39 40 41 42 43 44

S/. 18,758.48 S

S/. 10,148.32

S/. 32,786.92 S

S/. 32,786.92 S

S/. 17,549.54 S

S/. 56,974.45 S

S/. 32,843.67 S

S/. 32,843.67 S

S/. 234!92.0

S/. 35203."

S/. 234!9.2

S/. 2933!5.0

S/. 55#39.3

S/. 349104.3

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M ( V S D L M M ( V S D L M23 24 25 26 2" 28 29 30 31 1 2 3 4 552 53 54 55 56 5" 58 59 60 61 62 63 64 6545 46 4" 48 39 40 49 50 51 52 53 54

. 15,872.56

/. 8,587.04

. 27,742.78

. 27,742.78

. 14,849.61

. 48,209.15

. 27,790.80

. 27,790.80

S/. 19"5"5.5

S/. 29#"#."

S/. 19"5".!

S/. 24"231.9

S/. 4#1!4.1

S/. 295395.9

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AGOSTOM ( V S D L M M ( V S D L M6 " 8 9 10 11 12 13 14 15 16 1" 18 1966 6" 68 69 "0 "1 "2 "3 "4 "5 "6 "" "8 "955 56 5" 58 59 60 61 62 63 64 65 66

S/. 18,758.48

S/. 10,148.32

S/. 32,786.92

S/. 32,786.92

S/. 17,549.54

S/. 56,974.45

S/. 32,843.67

S/. 32,843.67

S/. 234!92.0

S/. 35203."

S/. 234!9.2

S/. 2933!5.0

S/. 55#39.3

S/. 349104.3

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SETIEMBREM ( V S D L M M ( V S D L M3 4 5 6 " 8 9 10 11 12 13 14 15 1694 95 96 9" 98 99 100 101 102 103 104 105 106 10""9 80 81 82 83 84 85 86 8" 88 89 90

S/. 17,315.52

S/. 9,367.68

S/. 30,264.85

S/. 30,264.85

S/. 16,199.58

S/. 52,591.80

S/. 30,317.23

S/. 30,317.23

S/. 21!!3".#

S/. 32495."

S/. 21!!3.9

S/. 2#0#9".4

S/. 51451.#

S/. 322250.1

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M ( V S D L M M ( V S D L M1" 18 19 20 21 22 23 24 25 26 2" 28 29 30108 109 110 111 112 113 114 115 116 11" 118 119 120 12191 92 93 94 95 96 9" 98 99 100 101 102

S/. 18,758.48

S/. 10,148.32

S/. 32,786.92

S/. 32,786.92

S/. 17,549.54

S/. 549.55

S/. 56,974.45

S/. 32,843.67

S/. 32,843.67

S/. 235241.5

S/. 352"!.2

S/. 23524.2

S/. 294051.9

S/. 55"!9.9

S/. 349921."

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OCTUBREM ( V S D L M M ( V S D L1 2 3 4 5 6 " 8 9 10 11 12 13

122 123 124 125 126 12" 128 129 130 131 132 133 134103 104 105 106 10" 108 109 110 111 112

S/. 8,554.0

S/. 1,442.96

S/. 1,561.28

/. 7,566.21

S/. 12,610.35

S/. 10,799.72

S/. 1,511.27

S/. 17,530.60

S/. 17,685.05

S/. 25,264.36

S/. 500.0

S/. 105025."

S/. 15#53.9

S/. 10502.!

S/. 1312"2.3

S/. 24943.!

S/. 15!225.9

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QUINCENA

0 0 0

1 2661062.62 0.6110

2 234691.96 0.0539

3 234691.96 0.0539

4 198585.51 0.0456

5 234691.96 0.0539

6 234691.96 0.0539

7 216638.73 0.0497

8 235378.90 0.0540

9 104888.41 0.0241

TOTAL 4355322.03

CURVA S (ASAP)

COSTO

DIRECTO

PORCENTAJE

PARCIAL

0 1 2 3 4 5 6 7 8 9

C$%&' S

($)*+,*'-

P.%+,*/'0,

A+$1

$2'3.

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QUINCENA COSTO DIRECTO

0 0 0

0.611 1 2661062.62

0.665 2 234691.96

0.719 3 234691.96

0.764 4 234691.96

0.818 5 198585.51

0.872 6 234691.96

0.922 7 216638.73

0.976 8 235241.51

1.000 9 105025.80

TOTAL 4355322.03

CURVA S

PORCENTAJE

ACUMULADO

0 1 2 3 4

C$

($)*+,

P.%+,*/'0,

A+$1

$2'3.

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0 0

0.6110 0.611

0.0539 0.665

0.0539 0.719

0.0539 0.773

0.0456 0.818

0.0539 0.872

0.0497 0.922

0.0540 0.976

0.0241 1.000

(ALAP)

PORCENTAJE

PARCIAL

PORCENTAJE

ACUMULADO

5 6 7 8 9

&' S

'-

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MATRI& DE PRECEDENCIAS

ID WBS DESCRIPCIN Und Metrado C. U. C.D. T$ Pre'eden'%a(1 1. LNEA DE CONDUCCIN2 1.1. OBRAS GENERALES3 1.1.1. OBRAS PROVISIONALES

4 1.1.1.1. CASETAS m2 80.00 85.69 6!855.28 4 6*C5 1.1.2. OBRAS PRELIMINARES6 1.1.2.1. MOVIMIENTO DE EQUIPOS Gl. 1.00 8!554.00 8!554.00 2

" 1.1.2.2. TRA#O $ REPLANTEO m 10!000.00 0.29 2!851.14 2 6CC + 1,

8 1.1.2.3. DESMOVILI#ACI%N Gl. 1.00 8!554.00 8!554.00 2 14*C

9 1.2. MOVIMIENTO DE TIERRAS10 1.2.1. E&CAVACI%N CON EQUIPO m 10!000.00 14.43 144!296.00 100 "CC + 1,

11 1.2.2. E&CAVACI%N MANUAL m 10!000.00 ".81 "8!064.00 100 10CC + 1,

12 1.2.3. CAMA DE APO$O m 10!000.00 25.22 252!20".06 100 11CC + 1,

13 1.2.4. RELLENO 1ERA ETAPA m 10!000.00 25.22 252!20".06 100 18CC + 1,

14 1.2.5. RELLENO 2DA ETAPA m 10!000.00 13.50 134!996.4" 100 20CC + 2,

15 1.2.6. ELIMINACI%N m3 20.61 0.00 15 14** + 2,16 1.. TUBERAS1" 1.3.1. SUMINISTRO m 10!200.00 24".12 2!520!624.00 5 6CC

18 1.3.2. COLOCACI%N m 10!000.00 43.83 438!265.00 100 12CC+1,- 1"CC + 1,

19 1.!. VARIOS20 1.4.1. P.'. #AN(A ABIERTA m 10!000.00 25.26 252!643.60 100 13CC + 2,

21 1.4.2. P.'. #AN(A CERRADA m 10!000.00 25.26 252!643.60 100 14CC + 2,

22 1.4.3. LIMPIE#A DE OBRA Gl. 1.00 500.00 500.00 2 21** + 1,

23 1.". #IN 0

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M)

, - 1

Mo/%0%a'%n Trao 3 Re$0anteo E4'. '5 E67%$o

0 2 2 1 2 3 2 100 102

0 0 2 1 0 3 2 0 102

!

Ca(eta

2 4 6

5 3 9

1-

S78%n%(tro

0 5 5

4 4 9

6*C

6CC

6CC+1, "CC+1,

4CC

1"CC+1,

10CC+1,

11CC+1,

12CC+1,

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ODO DE PRECEDENCIAS * DIAGRAMA DE BLO+UES

1

11 1! 21 22

E4'. Man7a0 Re00eno 2da Eta$a P.9.&.T L%8$%ea

3 100 103 9 100 109 11 100 111 110 2

3 0 103 9 0 109 11 0 111 110 0

1, 2 :

Ca8a de A$o3o P.9.&.A De(8o/%0%a'%n

4 100 104 8 100 108 109 2 111

4 0 104 8 0 108 110 1 112

1: 1 1"

Co0o'a'%n de T7;. Re00eno 1era Eta$a E0%8%na'%n

5 100 105 6 100 106 96 15 111

5 0 105 6 0 106 9" 1 112

18CC+1,

13CC+1,

20CC+1,14CC+2,

14*C

14**+2,

21*C+1,

8*C

15**

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112

112

2

#IN

112 0 112

112 0 112

22*C

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SUERCONCRETO DEL ER! S.A. "GINA 83 DE 88

#OJA$ AU RUTA$ %&'($///)*+//*--/)(+&/-/+*7/322155388.'

ANALISIS PRECIOS UNITARIOS

P/, CASETA DE LA OBRA

R,m 825DIA MO. 2. EQ. 2. C / ,/7 / m2

Cd%?8>? 4 mm l 1.6100 21.00

CALAMINAS GALVANI#ADAS , 0.9600 19.50

VIDRIO TRANSPARENTE MEDIO DOBLE 2 0.1500 2.50

E67%$o('ERRAMIENTAS MANUALES @MO 5.0000 22.08

P/, MOVILI&ACION = DESMOVILI&ACION DE E+UIPOS

R,m . EQ. ">. C / ,/7 / mCd%

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#OJA$ AU RUTA$ %&'($///)*+//*--/)(+&/-/+*7/322155388.'

P/, PRIMER RELLENO 9.! M. (o;re '0a/e t7;era MATERIAL SELECIONADO P5TUB. DN2"88

R,m 85DIA MO. :". EQ. :". C / ,/7 / m

Cd%

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#OJA$ AU RUTA$ %&'($///)*+//*--/)(+&/-/+*7/322155388.'

P/, PRUEBA 9IDRAULICA

85DIA MO. 2. EQ. 2. C / ,/7 / m

De('r%$'%n Re'7r(o Un%dad C7adr%00a Cant%dad Pre'%o S5.Mano de O;ra

CAPATA# :: 0.3000 0.0120 12.00

OPERARIO :: 1.0000 0.0400 10.00

PEON :: 2.0000 0.0800 ".00

Mater%a0e(AGUA m3 0.1180 54.62

'IPOCLORITO DE CALCIO < 0.0040 40.00

E67%$o('ERRAMIENTAS MANUALES @MO 5.0000 1.10MOTOBOMBA 3.5 'P :m 1.0000 10.00BALDE!TAPON $ ACCESORIOS :m 1.0000 ".50

P/, LIMPIE&A DE OBRA

GLB5DIA MO. ". EQ. ". C / ,/7 / GLBDe('r%$'%n Re'7r(o Un%dad C7adr%00a Cant%dad Pre'%o S5.

Mano de O;raLIMPIE#A DE OBRA m 1.0000 500.00

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#OJA$ AU RUTA$ %&'($///)*+//*--/)(+&/-/+*7/322155388.'

:".,F

Par'%a0 S5.

2.88

8.0011.2022.:

0.359.25

33.81

18."20.38

,2."1

1.101.1

:>""!.Par'%a0 S5.

192.00

112.00!.

8!250.00:>2".

.2FPar'%a0 S5.

0.00""0.0240

0.0480.-F-

0.1300

0.0"13.21

0.00400.0002

.!2

1!.!Par'%a0 S5.

0.190.80

0.56

1.""

0.0812.8012.::

-.:1

Par'%a0 S5.

1.09

6.35-.!

0.3".-

".-FPar'%a0 S5.

1.444.00

5.6011.!

4.20!.2

0.55.""

7/25/2019 CURVA S-2

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#OJA$ AU RUTA$ %&'($///)*+//*--/)(+&/-/+*7/322155388.'

2".22Par'%a0 S5.

0.230.941.32

2.!:

21.000.20

21.2

0.121.41

1."!

1."

Par'%a0 S5.

0.450.941.98.-

8.400.15:.""

0.1"1.41

1.":

2.,1Par'%a0 S5.

0.482.80.2:

0.1610.00

".161-.

2!-.12Par'%a0 S5.

0.100.56.,,

40.80!.:

0.03.

!.:Par'%a0 S5.

0.38

0.801.682.:,

0.8240.00!.:2

0.14

.1!

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2".2,

Par'%a0 S5.

0.140.40

0.56

1.1

6.45

0.16,.,1

0.06

10.00".50

1-.",

".

Par'%a0 S5.

500.00

".

curva s-2

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