HOJA DE CALCULO LINEA DE CONDUCCION Y DISTRIBUCION.xlsx

8/16/2019 HOJA DE CALCULO LINEA DE CONDUCCION Y DISTRIBUCION.xlsx

1/30

REDES DE AGUA POTABLE

TRAMO - I

CÁLCULOS DE LA DEMANDA

1.- TESIS: DISEÑO DEL SISTEMA DE AGUA POTABLE EN EL ANEXO DE CINTO

Distrito de Lo!"#$% Pro&i'i$ de (or)e B$s$dre-T$'$

Demanda

Poblacional Pecuario

A.- POBLACI*N ACTUAL 175

Nº familias 35

B.- TASA DE CRECIMIENTO +, 3.26

C.- PERIODO DE DISEÑO +AÑOS 20

D.- POBLACI*N UTURA

Pf = Po * ( 1+ r*t/100 ) 332

E.- DOTACI*N +LT/0AB/DIA

Según RNE - item OS-100, item 1! 180

.- CAUDAL DE LA UENTE +LT/SEG

G.- CONSUMO PROMEDIO DIARIO ANUAL +LT/SEG

" = Po#* $ot/%&!00 0.692

0.- CONSUMO MÁXIMO DIARIO +LT/SEG < Línea de Conducción >

"m' = 10 * " 0.899 0.000

I.- CONSUMO MÁXIMO 0ORARIO +LT/SEG < Red de Distribución >

"m = * " 1.729 0.000

(.- CAUDAL UNITARIO +LT/SEG Familia Abrevadero

35 0

"= "m / Nº familias 0.049 0.000


2/30

Agrícola Total

32.000

0.000 0.899

0.000 1.729

Huerto

0

0.000 1.729


3/30

REDES DE AGUA POTABLE

TRAMO - II

CÁLCULOS DE LA DEMANDA

1.- TESIS: DISEÑO DEL SISTEMA DE AGUA POTABLE EN EL ANEXO DE CINTO Distrito de Lo!"#$% Pro&i'i$ de (or)e B$s$dre-T$'$

Demanda

Poblacional Pecuario

A.- POBLACI*N ACTUAL 295

Nº familias 59

B.- TASA DE CRECIMIENTO +, 3.26

C.- PERIODO DE DISEÑO +AÑOS 20

D.- POBLACI*N UTURA

Pf = Po * ( 1+ r*t/100 ) 560

E.- DOTACI*N +LT/0AB/DIA

Según RNE - item OS-100, item 1! 180

.- CAUDAL DE LA UENTE +LT/SEG

G.- CONSUMO PROMEDIO DIARIO ANUAL +LT/SEG" = Po#* $ot/%&!00 1.167

0.- CONSUMO MÁXIMO DIARIO +LT/SEG < Línea de Conducción >"m' = 10 * " 1.520 0.000

I.- OLUMEN DEL RESERORIO +M2

alm=a0 * " *%&! 19.699 0.000

R34.56 $7" 4.925

(.- CONSUMO MÁXIMO 0ORARIO +LT/SEG < Red de Distribución >

"m = * " 2.917 0.000

8.- CAUDAL UNITARIO +LT/SEG Familia Abrevadero

59 0


4/30

Agrícola Total

25.000

0.000 1.520

0.000 24.624

25.00

0.000 2.917

Huerto

0


5/30

ARA TERÍSTI AS HIDRÁULI AS - TUBERÍAS A PRESIÓN

C=

LÍNEA DE CONDUCCIÓN - DISTRIBUCION

ELEMENTO PROGRESIVA COTA TERRENO LONG. (M) CAUDAL (lps)

PENDIENTE DIÁMETRO

VELOCIDAD (m/s)

Hf

(º/o) CALCULADO (mm) NOMINAL mm IN!RIOR (mm) (m)

RESERVORIO 0+000 1038.21

P-47 0+020 1032.92 20.000 1.73 0.26 29.1 63.00 59.8 0.62 0.16

P-47 0+020 1032.92

P-46 0+120 1028.84 100.000 1.73 0.04 42.7 63.00 59.8 0.62 0.79

P-46 0+120 1028.84

P-45 0+490 1019.64 370.000 1.73 0.02 47.2 63.00 59.8 0.62 2.92

P-45 0+490 1019.64

P-44 0+620 1015.43 130.000 1.73 0.03 44.7 63.00 59.8 0.62 1.02

P-44 0+620 1015.43

P-43 0+680 1012.81 60.000 1.73 0.04 42.1 63.00 59.8 0.62 0.47

P-43 0+680 1012.81

P-42 0+810 1010.49 130.000 1.73 0.02 50.6 63.00 59.8 0.62 1.02

P-42 0+810 1010.49

P-41 1+010 1006.48 200.000 1.73 0.02 49.4 63.00 59.8 0.62 1.58

P-41 1+010 1006.48

MATOGROSO 1+120 1003.87 110.000 1.73 0.02 47.7 63.00 59.8 0.62 0.87

MATOGROSO 1+120 1003.87

P-40 1+320 1001.58 200.000 1.73 0.01 55.4 63.00 59.8 0.62 1.58


6/30

P-40 1+320 1001.58

P-39 1+330 1002.43 10.000 1.73 0.09 36.6 63.00 59.8 0.62 0.08

P-39 1+330 1002.43

P-38 1+440 1001.31 110.000 1.73 0.01 56.7 63.00 59.8 0.62 0.87

P-38 1+440 1001.31

P-37 1+460 1001.97 20.000 1.73 0.03 44.6 63.00 59.8 0.62 0.16

P-37 1+460 1001.97

P-36 1+470 1001.61 10.000 1.73 0.04 43.7 63.00 59.8 0.62 0.08

P-36 1+470 1001.61

VRP - 1 1+650 995.11 180.000 1.73 0.04 43.8 63.00 59.8 0.62 1.42

VRP - 1 1+650 995.11

P-35 1+700 993.73 50.000 1.73 0.03 46.2 63.00 59.8 0.62 0.39

P-35 1+700 993.73

P-34 1+750 990.01 50.000 1.73 0.07 37.7 63.00 59.8 0.62 0.39

P-34 1+750 990.01

P-33 1+900 988.13 150.000 1.73 0.01 54.3 63.00 59.8 0.62 1.18

P-33 1+900 988.13

P-32 1+905 988.13 5.000 1.73 2.00 19.2 63.00 59.8 0.62 0.04

P-32 1+905 988.13

P-31 2+000 986.10 95.000 1.73 0.02 48.7 63.00 59.8 0.62 0.75

P-31 2+000 986.10

P-30 2+380 972.91 380.000 1.73 0.03 44.1 63.00 59.8 0.62 2.99


7/30

P-30 2+380 972.91

P-29 2+620 965.99 240.000 1.73 0.03 45.8 63.00 59.8 0.62 1.89

P-29 2+620 965.99

P-28 2+640 965.19 20.000 1.73 0.04 42.8 63.00 59.8 0.62 0.16

P-28 2+640 965.19

P-27 2+750 960.78 110.000 1.73 0.04 42.8 63.00 59.8 0.62 0.87

P-27 2+750 960.78

P-26 2+810 959.19 60.000 1.73 0.03 46.6 63.00 59.8 0.62 0.47

P-26 2+810 959.19

P-25 2+930 954.19 120.000 1.73 0.04 42.5 63.00 59.8 0.62 0.95

P-25 2+930 954.19

P-24 3+060 952.28 130.000 1.73 0.01 52.6 63.00 59.8 0.62 1.02

RESERVORIO 3+500 957.50

C-32 3+630 935.17 130.000 2.92 0.17 38.7 75.00 71.2 0.73 1.15

C-32 3+630 935.17

CINTO 3+640 934.82 10.000 2.92 0.04 53.6 75.00 71.2 0.73 0.09

CINTO 3+640 934.82

P-23 4+090 926.33 450.000 2.92 0.02 61.0 75.00 71.2 0.73 3.99

P-23 4+090 926.33

P-22 4+290 923.90 200.000 2.92 0.01 66.8 75.00 71.2 0.73 1.77


8/30

P-22 4+290 923.90

P-21 4+330 923.40 40.000 2.92 0.01 66.4 75.00 71.2 0.73 0.35

P-21 4+330 923.40

P-20 4+540 917.68 210.000 2.92 0.03 56.6 75.00 71.2 0.73 1.86

P-20 4+540 917.68

VRP - 2 4+640 912.58 100.000 2.92 0.05 49.7 75.00 71.2 0.73 0.89

VRP - 2 4+640 912.58

P-19 4+760 906.00 120.000 2.92 0.05 49.0 75.00 71.2 0.73 1.06

P-19 4+760 906.00

P-18 5+000 897.93 240.000 2.92 0.03 54.2 75.00 71.2 0.73 2.13

P-18 5+000 897.93

P-17 5+010 897.80 10.000 2.92 0.01 65.9 75.00 71.2 0.73 0.09

P-17 5+010 897.80

P-16 5+030 897.58 20.000 2.92 0.01 67.7 75.00 71.2 0.73 0.18

P-16 5+030 897.58

P-15 5+320 892.43 290.000 2.92 0.02 61.8 75.00 71.2 0.73 2.57

P-15 5+320 892.43

P-14 5+450 891.00 130.000 2.92 0.01 68.1 75.00 71.2 0.73 1.15

P-14 5+450 891.00

P-13 5+750 879.73 300.000 2.92 0.04 52.9 75.00 71.2 0.73 2.66

P-13 5+750 879.73

P-12 5+830 875.61 80.000 2.92 0.05 49.6 75.00 71.2 0.73 0.71


9/30

P-12 5+830 875.61

P-11 5+940 872.06 110.000 2.92 0.03 54.6 75.00 71.2 0.73 0.98

P-11 5+940 872.06

CHIRONTA 6+400 859.23 460.000 2.92 0.03 56.3 75.00 71.2 0.73 4.08

CHIRONTA 6+400 859.23

P-10 6+450 858.66 50.000 2.92 0.01 67.7 75.00 71.2 0.73 0.44

P-10 6+450 858.66

VRP - 3 6+580 856.09 130.000 2.92 0.02 60.4 75.00 71.2 0.73 1.15

VRP - 3 6+580 856.09

P-09 7+040 843.98 460.000 2.92 0.03 56.9 75.00 71.2 0.73 4.08

P-09 7+040 843.98

P-08 7+230 841.55 190.000 2.92 0.01 66.0 75.00 71.2 0.73 1.69

P-08 7+230 841.55

P-07 7+450 833.64 220.000 2.92 0.04 53.4 75.00 71.2 0.73 1.95

P-07 7+450 833.64

P-06 7+750 821.68 300.000 2.92 0.04 52.3 75.00 71.2 0.73 2.66

P-06 7+750 821.68

P-05 7+980 816.54 230.000 2.92 0.13 41.2 75.00 71.2 0.73 2.04

P-05 7+980 816.54

P-04 8+290 810.30 310.000 2.92 0.02 60.2 75.00 71.2 0.73 2.75

P-04 8+290 810.30


10/30

P-03 8+430 808.77 140.000 2.92 0.01 68.3 75.00 71.2 0.73 1.24

P-03 8+430 808.77

P-02 8+640 801.67 210.000 2.92 0.03 54.1 75.00 71.2 0.73 1.86

P-02 8+640 801.67

P-01 8+690 800.27 50.000 2.92 0.03 56.2 75.00 71.2 0.73 0.44


11/30

N

"#$

H PIEZOM. PRESIN (m!") CLASE TU#ERIA

1038.21

1038.05 5.13 PVC UF 63 MM C-5

1038.05

1037.26 8.42 PVC UF 63 MM C-5

1037.26

1034.35 14.71 PVC UF 63 MM C-5

1034.35

1033.32 17.89 PVC UF 63 MM C-5

1033.32

1032.85 20.04 PVC UF 63 MM C-5

1032.85

1031.83 21.33 PVC UF 63 MM C-5

1031.83

1030.25 23.77 PVC UF 63 MM C-5

1030.25

1029.38 25.51 PVC UF 63 MM C-5

1029.38

1027.81 26.23 PVC UF 63 MM C-5


12/30

1027.81

1027.73 25.30 PVC UF 63 MM C-5

1027.73

1026.86 25.55 PVC UF 63 MM C-5

1026.86

1026.70 24.74 PVC UF 63 MM C-5

1026.70

1026.62 25.02 PVC UF 63 MM C-5

1026.62

1025.21 30.10 PVC UF 63 MM C-5

1000.11

999.71 5.98 PVC UF 63 MM C-5

999.71

999.32 9.30 PVC UF 63 MM C-5

999.32

998.14 10.01 PVC UF 63 MM C-5

998.14

998.10 9.97 PVC UF 63 MM C-5

998.14

997.39 11.29 PVC UF 63 MM C-5

997.39

994.39 21.48 PVC UF 63 MM C-5


13/30

994.39

992.50 26.51 PVC UF 63 MM C-5

992.50

992.34 27.15 PVC UF 63 MM C-5

992.34

991.48 30.70 PVC UF 63 MM C-5

991.48

991.00 31.81 PVC UF 63 MM C-5

991.00

990.06 35.87 PVC UF 63 MM C-5

990.06

989.03 36.76 PVC UF 63 MM C-5

957.50

956.35 21.17 PVC UF 75 MM C-5

956.35

956.26 21.44 PVC UF 75 MM C-5

956.26

952.27 25.94 PVC UF 75 MM C-5

952.27

950.49 26.59 PVC UF 75 MM C-5


14/30

950.49

950.14 26.73 PVC UF 75 MM C-5

950.14

948.27 30.59 PVC UF 75 MM C-5

948.27

947.39 34.81 PVC UF 75 MM C-5

912.58

911.51 5.51 PVC UF 75 MM C-5

911.51

909.38 11.45 PVC UF 75 MM C-5

909.38

909.29 11.49 PVC UF 75 MM C-5

909.29

909.12 11.54 PVC UF 75 MM C-5

909.12

906.54 14.11 PVC UF 75 MM C-5

906.54

905.39 14.39 PVC UF 75 MM C-5

905.39

902.73 23.00 PVC UF 75 MM C-5

902.73

902.02 26.41 PVC UF 75 MM C-5


15/30

902.02

901.04 28.98 PVC UF 75 MM C-5

901.04

896.96 37.73 PVC UF 75 MM C-5

896.96

896.52 37.86 PVC UF 75 MM C-5

896.52

895.37 39.27 PVC UF 75 MM C-5

856.09

852.01 8.04 PVC UF 75 MM C-5

852.01

850.33 8.78 PVC UF 75 MM C-5

850.33

848.38 14.74 PVC UF 75 MM C-5

848.38

845.71 24.03 PVC UF 75 MM C-5

845.71

843.67 27.13 PVC UF 75 MM C-5

843.67

840.92 30.63 PVC UF 75 MM C-5

840.92


16/30

839.68 30.91 PVC UF 75 MM C-5

839.68

837.82 36.15 PVC UF 75 MM C-5

837.82

837.37 37.11 PVC UF 75 MM C-5


17/30


C=

LÍNEA DE CONDUCCIÓN-DISTRIBUCION - ATO!ROSO


PENDIENTE DIÁMETRO

VELOCIDAD (m/s)

Hf


0+060 1003.82

PUNTO DE INICIO 0+000 1006.00 60.000 0.54 0.04 28.1 63.00 59.8 01. 0.06

PUNTO DE INICIO 0+000 1006.00

P1 0+010 1005.52 10.000 0.54 0.05 26.6 63.00 59.8 01. 0.01

P1 0+010 1005.52

P2 0+020 1005.05 10.000 0.54 0.05 26.6 63.00 59.8 01. 0.01

P2 0+020 1005.05

P3 0+030 1004.64 10.000 0.54 0.04 27.4 63.00 59.8 01. 0.01

P3 0+030 1004.64

P4 0+040 1004.29 10.000 0.54 0.03 28.4 63.00 59.8 01. 0.01

P4 0+040 1004.29

P5 0+050 1003.95 10.000 0.54 0.03 28.5 63.00 59.8 01. 0.01

P5 0+050 1003.95

P6 0+070 1003.68 20.000 0.54 0.01 34.5 63.00 59.8 01. 0.02

P6 0+070 1003.68

P7 0+080 1003.60 10.000 0.54 0.01 38.6 63.00 59.8 01. 0.01

P7 0+080 1003.60

PUNTO DE

INGRESO


18/30

P8 0+090 1003.79 10.000 0.54 0.02 32.1 63.00 59.8 01. 0.01

P8 0+090 1003.79

P9 0+100 1003.83 10.000 0.54 0.003 45.8 63.00 59.8 01. 0.01

P9 0+100 1003.83

P10 0+120 1003.16 20.000 0.54 0.03 28.6 63.00 59.8 01. 0.02

P10 0+120 1003.16

P11 0+130 1002.83 10.000 0.54 0.03 28.6 63.00 59.8 01. 0.01


19/30

N

"#$


1029.38

1029.33 23.33 PVC UF 63 MM C-5

1029.33

1029.32 23.80 PVC UF 63 MM C-5

1029.32

1029.31 24.26 PVC UF 63 MM C-5

1029.31

1029.30 24.66 PVC UF 63 MM C-5

1029.30

1029.29 25.00 PVC UF 63 MM C-5

1029.29

1029.28 25.33 PVC UF 63 MM C-5

1029.28

1029.26 25.58 PVC UF 63 MM C-5

1029.26

1029.25 25.65 PVC UF 63 MM C-5

1029.25


20/30

1029.24 25.45 PVC UF 63 MM C-5

1029.24

1029.24 25.41 PVC UF 63 MM C-5

1029.24

1029.23 26.07 PVC UF 63 MM C-5

1029.23

1029.22 26.39 PVC UF 63 MM C-5


21/30


C=

LÍNEA DE CONDUCCIÓN-DISTRIBUCION - CINTO


PENDIENTE DIÁMETRO

VELOCIDAD (m/s)

Hf


CALLE LOS DURA9NALES

0+000 861.30

P1 0+010 934.84 10.000 1.58 7.35 14.2 63.00 59.8 0& 0.07

P1 0+010 934.84

P2 0+020 934.91 10.000 1.58 0.01 59.9 63.00 59.8 0& 0.07

P2 0+020 934.91

P3 0+025 935.04 5.000 1.58 0.03 45.2 63.00 59.8 0& 0.03

P3 0+025 935.04

P4 0+030 935.10 5.000 1.58 0.01 52.2 63.00 59.8 0& 0.03

P4 0+030 935.10

P5 0+040 935.23 10.000 1.58 0.01 52.1 63.00 59.8 0& 0.07

P5 0+040 935.23

P6 0+050 935.36 10.000 1.58 0.01 52.2 63.00 59.8 0& 0.07

P6 0+050 935.36

P7 0+052 935.43 2.000 1.58 0.03 43.2 63.00 59.8 0& 0.01

P7 0+052 935.43

P8 0+065 935.56 13.000 1.58 0.01 55.0 63.00 59.8 0& 0.09

P8 0+065 935.56

PUNTO DE

INGRESO


22/30

P9 0+100 936.01 35.000 1.58 0.01 52.1 63.00 59.8 0& 0.23

CALLE LOS PALTOS

0+000 861.30

P1 0+028 929.60 28.000 1.58 2.44 17.8 63.00 59.8 0& 0.19

P1 0+028 929.60

P2 0+032 929.79 4.000 1.58 0.05 39.9 63.00 59.8 0& 0.03

P2 0+032 929.79

P3 0+042 930.17 10.000 1.58 0.04 41.8 63.00 59.8 0& 0.07

P3 0+042 930.17

P4 0+048 930.36 6.000 1.58 0.03 43.4 63.00 59.8 0& 0.04

P4 0+048 930.36

P5 0+052 930.55 4.000 1.58 0.05 39.9 63.00 59.8 0& 0.03

P5 0+052 930.55

P6 0+062 930.94 10.000 1.58 0.04 41.8 63.00 59.8 0& 0.07

CALLE LOS &iedos

0+000 861.30

P1 0+005 931.40 5.000 1.58 14.02 12.4 63.00 59.8 0& 0.03

P1 0+005 931.40

P2 0+010 931.45 5.000 1.58 0.01 55.7 63.00 59.8 0& 0.03

P2 0+010 931.45

PUNTO DEINGRESO

PUNTO DE

INGRESO


23/30

P3 0+015 931.49 5.000 1.58 0.01 55.5 63.00 59.8 0& 0.03

P3 0+015 931.49

P4 0+025 931.59 10.000 1.58 2.46 17.8 63.00 59.8 0& 0.07

P4 0+025 931.59

P5 0+035 931.69 10.000 1.58 0.01 55.5 63.00 59.8 0& 0.07

P5 0+035 931.69

P6 0+040 931.73 5.000 1.58 0.01 55.5 63.00 59.8 0& 0.03

P6 0+040 931.73

P7 0+045 931.78 5.000 1.58 0.01 55.7 63.00 59.8 0& 0.03

A. (UAN ELASCO

0+000 861.30

P1 0+015 928.18 15.000 1.58 4.46 15.7 63.00 59.8 0& 0.10

P1 0+015 928.18

P2 0+030 928.73 15.000 1.58 0.04 42.2 63.00 59.8 0& 0.10

P2 0+030 928.73

P3 0+040 929.10 10.000 1.58 0.04 42.2 63.00 59.8 0& 0.07

P3 0+040 929.10

P4 0+050 929.46 10.000 1.58 0.04 42.2 63.00 59.8 0& 0.07

P4 0+050 929.46

P5 0+060 929.82 10.000 1.58 0.04 42.2 63.00 59.8 0& 0.07

PUNTO DE

INGRESO


24/30

P5 0+060 929.82

P6 0+130 932.38 70.000 1.58 0.04 42.2 63.00 59.8 0& 0.47

P6 0+130 932.38

P7 0+140 932.74 10.000 1.58 0.04 42.2 75.00 71.8 0. 0.03

P7 0+140 932.74

P8 0+150 933.11 10.000 1.58 0.04 42.2 75.00 71.8 0. 0.03

P8 0+150 933.11

P9 0+160 933.47 10.000 1.58 0.04 42.2 75.00 71.8 0. 0.03


25/30

N

"#$


956.26

956.19 21.35 PVC UF 63 MM C-5

956.19

956.12 21.22 PVC UF 63 MM C-5

956.12

956.09 21.06 PVC UF 63 MM C-5

956.09

956.06 20.96 PVC UF 63 MM C-5

956.06

955.99 20.76 PVC UF 63 MM C-5

955.99

955.92 20.56 PVC UF 63 MM C-5

955.92

955.91 20.48 PVC UF 63 MM C-5

955.91

955.82 20.27 PVC UF 63 MM C-5

955.82


26/30

955.59 19.58 PVC UF 63 MM C-5

956.26

956.07 26.47 PVC UF 63 MM C-5

955.59

955.56 25.77 PVC UF 63 MM C-5

955.56

955.50 25.32 PVC UF 63 MM C-5

955.50

955.46 25.09 PVC UF 63 MM C-5

955.46

955.43 24.88 PVC UF 63 MM C-5

955.43

955.36 24.43 PVC UF 63 MM C-5

956.26

956.22 24.83 PVC UF 63 MM C-5

956.22

956.19 24.75 PVC UF 63 MM C-5

956.19


27/30

956.16 24.66 PVC UF 63 MM C-5

956.16

956.16 24.57 PVC UF 63 MM C-5

956.16

956.09 24.41 PVC UF 63 MM C-5

956.09

956.06 24.32 PVC UF 63 MM C-5

956.06

956.02 24.24 PVC UF 63 MM C-5

956.26

956.16 27.97 PVC UF 63 MM C-5

956.16

956.06 27.33 PVC UF 63 MM C-5

956.06

955.99 26.90 PVC UF 63 MM C-5

955.99

955.92 26.47 PVC UF 63 MM C-5

955.92

955.86 26.03 PVC UF 63 MM C-5


28/30

955.86

955.39 23.01 PVC UF 63 MM C-5

932.38

932.35 -0.39 PVC UF 75 MM C-5

932.35

932.32 -0.78 PVC UF 75 MM C-5

932.32

932.30 -1.18 PVC UF 75 MM C-5


29/30


C=

LÍNEA DE CONDUCCIÓN-DISTRIBUCION - C"IRONTA


PENDIENTE DIÁMETRO

VELOCIDAD (m/s)

Hf


0+050 861.30

P1 0+000 861.83 50.000 0.20 0.01 24.6 63.00 59.8 00 0.01

P1 0+000 861.83

P2 0+020 861.70 20.000 0.20 0.01 26.9 63.00 59.8 00 0.00

P2 0+020 861.70

P3 0+040 861.56 20.000 0.20 0.01 26.9 63.00 59.8 00 0.00

P3 0+040 861.56

P4 0+060 860.20 20.000 0.20 0.07 16.8 63.00 59.8 00 0.00

PUNTO DE

INGRESO


30/30

N

"#$


896.96

896.96 35.12 PVC UF 63 MM C-5

896.96

896.95 35.26 PVC UF 63 MM C-5

896.95

896.95 35.39 PVC UF 63 MM C-5

896.95

896.95 36.75 PVC UF 63 MM C-5

HOJA DE CALCULO LINEA DE CONDUCCION Y DISTRIBUCION.xlsx

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