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Appendix D-4: Project Summary Sheets of Proposed Small Hydro Power Projects Appendix D-4 Project Summary 6. (#650) L.B.D.C 258+654 Name of Project: L.B.D.C 258+654 Hydrology & Estimated Mean Daily Energy Generation Site No.: 6 Serial No. of PPDB List : 650 Type of Canal/River: Canal Location Province : Punjab District : Okara Name of City : Okara Latitude (N): 30º 45.556' Longitude (E): 73º 19.742' Distance from City: 145 km from Lahore Source of River: RAVI Canal System: Lower Bari Doab Canal Barrage : Balloki Canal/River : L.B.D.C R.D.1000 ft : 258+654 Type of Flow (Perennial / Not Perennial) Perenial Source: JICA Study Team / PPDB Source: Irrigation Department, Government of Punjab Hydrograph of Daily Discharge 0 20 40 60 80 100 120 140 160 2008 2009 2010 2011 2012 Discharge (m 3 /s) 160 180 120 Flow Duration Curve Average 10 days Discharge LAHORE 0 20 40 60 80 100 120 140 160 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% Discharge (m3/s) % of Time Flow Exceedance Flow Duration Curve at L.B.D.C RD 258+654 (#650) Design Q = m 3 /s 130.94 0 20 40 60 80 100 Jan. Feb. Mar. Apr. May Jun. Jul. Aug. Sep. Oct. Nov. Dec. Average 10 Days Discharge (m 3 /s) 40 50 60 eneration Energy ) Source: Prepared by JICA Study Team based on data of Irrigation Department, Government of Punjab Estimated Mean Daily Energy Generation (10 days Average) Photos Source: PPDB Location Map Salient Features RtdD i Di h ( 3 /) 130 9 Plant Factor (%) 42 72% (6) #650 L.B.D.C. RD 258+654 0 10 20 30 Jan. Feb. Mar. Apr. May Jun. Jul. Aug. Sep. Oct. Nov. Dec. Average 10 Days Daily Ge (MWh/day Rated Design Discharge (m 3 /s) 130.9 Plant Factor (%) Mean Annual Discharge (m 3 /s) 84.0 Base Cost (Million US$) Rated Head (m) 3.37 EIRR (%) Average Head (m) 2.16 FIRR (%) Public: - PPP Mode: - Installed Capacity (MW) 3.65 Levelized Tariff (US Cents/kWh) Annual Energy Generation (GWh/year) 13.66 Public: - PPP Mode: - Nos. of Turbine & Generator Units 2 Probability of Occurrence (%) Proposed Type of Turbine Kaplan pit turbine or S-type draft tube Tubular turbine Transmission Line L.B.D.C RD.258+654 (D/S of Weir from Left Bank) L.B.D.C RD. 258+654 (D/S Canal View from Weir) Notes: Source: JICA Study Team 42.72% - - - Good site condition in Right Bank Project Summery Sheets 9
Transcript
Page 1: Appendix D-4: Project Summary Sheets of Proposed Small ...open_jicareport.jica.go.jp/pdf/12086740_04.pdf · Appendix D-4: Project Summary Sheets of Proposed Small Hydro Power Projects

Appendix D-4: Project Summary Sheets of Proposed Small Hydro Power ProjectsAppendix D-4

Project Summary 6. (#650) L.B.D.C 258+654Name of Project: L.B.D.C 258+654 Hydrology & Estimated Mean Daily Energy Generation

Site No.: 6 Serial No. of PPDB List : 650 Type of Canal/River: Canal

LocationProvince : Punjab District : Okara Name of City : OkaraLatitude (N): 30º 45.556' Longitude (E): 73º 19.742' Distance from City: 145 km from LahoreSource of River: RAVI Canal System: Lower Bari Doab CanalBarrage : Balloki Canal/River : L.B.D.CR.D.1000 ft : 258+654 Type of Flow (Perennial / Not Perennial) PerenialSource: JICA Study Team / PPDB Source: Irrigation Department, Government of Punjab

Hydrograph of Daily Discharge

0

20

40

60

80

100

120

140

160

2008 2009 2010 2011 2012

Disc

harg

e (m

3 /s)

160

180 120

Flow Duration Curve Average 10 days DischargeLAHORE

0

20

40

60

80

100

120

140

160

0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%

Disc

harg

e (m

3/s)

% of Time Flow Exceedance

Flow Duration Curve at L.B.D.C RD 258+654 (#650)

Design Q = m3/s130.94

0

20

40

60

80

100

Jan. Feb. Mar. Apr. May Jun. Jul. Aug. Sep. Oct. Nov. Dec.

Aver

age

10 D

ays

Dis

char

ge (m

3 /s)

40

50

60

ener

atio

n En

ergy

)

Source: Prepared by JICA Study Team based on data of Irrigation Department, Government of Punjab

Estimated Mean Daily Energy Generation (10 days Average)

PhotosSource: PPDB

Location Map

Salient FeaturesR t d D i Di h ( 3/ ) 130 9 Plant Factor (%) 42 72%

(6) #650 L.B.D.C. RD 258+654

0

10

20

30

Jan. Feb. Mar. Apr. May Jun. Jul. Aug. Sep. Oct. Nov. Dec.

Aver

age

10 D

ays

Dai

ly G

e(M

Wh/

day

Rated Design Discharge (m3/s) 130.9 Plant Factor (%)Mean Annual Discharge (m3/s) 84.0 Base Cost (Million US$)Rated Head (m) 3.37 EIRR (%)Average Head (m) 2.16 FIRR (%) Public: - PPP Mode: -Installed Capacity (MW) 3.65 Levelized Tariff (US Cents/kWh)Annual Energy Generation (GWh/year) 13.66 Public: - PPP Mode: -Nos. of Turbine & Generator Units 2 Probability of Occurrence (%)Proposed Type of Turbine Kaplan pit turbine or S-type draft tube Tubular turbineTransmission Line L.B.D.C RD.258+654 (D/S of Weir from Left Bank) L.B.D.C RD. 258+654 (D/S Canal View from Weir)Notes:

Source: JICA Study Team

42.72%--

-

Good site condition in Right Bank

Project Summery Sheets 9

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Appendix D-4: Project Summary Sheets of Proposed Small Hydro Power ProjectsAppendix D-4

Drawings 6. (#650) L.B.D.C 258+654

Plan and Section of Lower Bari Doab Canal (L.B.D.C.) RD.258+654Source: Irrigation Department, Government of Punjab

Project Summery Sheets 10

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Appendix D-4: Project Summary Sheets of Proposed Small Hydro Power ProjectsAppendix D-4

Project Summary 7. (#651) L.B.D.C 285+454Name of Project: L.B.D.C 285+454 Hydrology & Estimated Mean Daily Energy Generation

Site No.: 7 Serial No. of PPDB List : 651 Type of Canal/River: Canal

LocationProvince : Punjab District : Shahiwal Name of City : ShahiwalLatitude (N): 30º 42.981' Longitude (E): 73º 15.634' Distance from City: 155 km from LahoreSource of River: RAVI Canal System: Lower Bari Doab CanalBarrage : Balloki Canal/River : L.B.D.CR.D.1000 ft : 285+454 Type of Flow (Perennial / Not Perennial) PerenialSource: JICA Study Team / PPDB Source: Irrigation Department, Government of Punjab

Hydrograph of Daily Discharge

0

20

40

60

80

100

120

140

160

180

2008 2009 2010 2011 2012

Disc

harg

e (m

3 /s)

160

180 140

Flow Duration Curve Average 10 days DischargeLAHORE

0

20

40

60

80

100

120

140

160

0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%

Disc

harg

e (m

3/s)

% of Time Flow Exceedance

Flow Duration Curve at L.B.D.C RD 258+454 (#651)

Design Q = m3/s130.94

0

20

40

60

80

100

120

Jan. Feb. Mar. Apr. May Jun. Jul. Aug. Sep. Oct. Nov. Dec.

Aver

age

10 D

ays

Dis

char

ge (m

3 /s)

40

50

60

ener

atio

n En

ergy

)

Source: Prepared by JICA Study Team based on data of Irrigation Department, Government of Punjab

Estimated Mean Daily Energy Generation (10 days Average)

PhotosSource: PPDB

Location Map

Salient FeaturesR t d D i Di h ( 3/ ) 130 9 Plant Factor (%) 45 99%

(7) #651 L.B.D.C. RD 285+454

0

10

20

30

Jan. Feb. Mar. Apr. May Jun. Jul. Aug. Sep. Oct. Nov. Dec.

Aver

age

10 D

ays

Dai

ly G

e(M

Wh/

day

Rated Design Discharge (m3/s) 130.9 Plant Factor (%)Mean Annual Discharge (m3/s) 99.6 Base Cost (Million US$)Rated Head (m) 3.16 EIRR (%)Average Head (m) 1.95 FIRR (%) Public: - PPP Mode: -Installed Capacity (MW) 3.63 Levelized Tariff (US Cents/kWh)Annual Energy Generation (GWh/year) 14.63 Public: - PPP Mode: -Nos. of Turbine & Generator Units 2 Probability of Occurrence (%)Proposed Type of Turbine Kaplan pit turbine or S-type draft tube Tubular turbineTransmission Line L.B.D.C RD.285+454 (D/S of Weir from Left Bank) L.B.D.C RD. 285+454 (D/S Canal View from Weir)Notes:

Source: JICA Study Team

-

45.99%-

-

Good condition, P/H will be in canal.

Project Summery Sheets 11

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Appendix D-4: Project Summary Sheets of Proposed Small Hydro Power ProjectsAppendix D-4

Drawings 7. (#651) L.B.D.C 285+454

Plan and Section of Lower Bari Doab Canal (L.B.D.C.) RD.285+454Source: Irrigation Department, Government of Punjab

Project Summery Sheets 12

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Appendix D-4: Project Summary Sheets of Proposed Small Hydro Power ProjectsAppendix D-4

Project Summary 8. (#544) Jhang Branch Upper 37+025(38+000)Name of Project: Jhang Branch Upper 37+025(38+000) Hydrology & Estimated Mean Daily Energy Generation

Site No.: 8 Serial No. of PPDB List : 544 Type of Canal/River: Canal

LocationProvince : Punjab District : Hafizabad Name of City : KalekeLatitude (N): 31º 53.593' Longitude (E): 73º 31.802' Distance from City: 124 km from LahoreSource of River: CHENAB Canal System: Lower Chenab Cnal (L.C.C) MAIN LINEBarrage : Khanki Canal/River : Jhang Branch UpperR.D.1000 ft : 37+025(38+000) Type of Flow (Perennial / Not Perennial) PerenialSource: JICA Study Team / PPDB Source: Irrigation Department, Government of Punjab

Hydrograph of Daily Discharge

0

20

40

60

80

100

120

2005 2006 2007 2008 2009 2010 2011 2012

Disc

harg

e (m

3 /s)

120

90

100

Flow Duration Curve Average 10 days Discharge(8) #544 LCC Main LineJhang Branch Upper RD 37+025

LAHORE

0

20

40

60

80

100

0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%

Disc

harg

e (m

3/s)

% of Time Flow Exceedance

Flow Duration Curve at Jang Brach Upper RD .38+000(LCC Main Line)

Design Q = m3/s91.92

0

10

20

30

40

50

60

70

80

90

Jan. Feb. Mar. Apr. May Jun. Jul. Aug. Sep. Oct. Nov. Dec.

Aver

age

10 D

ays

Dis

char

ge (m

3 /s)

8.0

10.0

12.0

14.0

nera

tion

Ener

gy

)

Source: Prepared by JICA Study Team based on data of Irrigation Department, Government of Punjab

Estimated Mean Daily Energy Generation (10 days Average)

PhotosSource: PPDB

Location Map

Salient FeaturesR t d D i Di h ( 3/ ) 91 9 Plant Factor (%) 30 65%

0.0

2.0

4.0

6.0

Jan. Feb. Mar. Apr. May Jun. Jul. Aug. Sep. Oct. Nov. Dec.

Aver

age

10 D

ays

Dai

ly G

e(M

Wh/

day )

Rated Design Discharge (m3/s) 91.9 Plant Factor (%)Mean Annual Discharge (m3/s) 75.1 Base Cost (Million US$)Rated Head (m) 1.84 EIRR (%)Average Head (m) 0.60 FIRR (%) Public: - PPP Mode: -Installed Capacity (MW) 1.20 Levelized Tariff (US Cents/kWh)Annual Energy Generation (GWh/year) 3.22 Public: - PPP Mode: -Nos. of Turbine & Generator Units 2 Probability of Occurrence (%)Proposed Type of Turbine Kaplan pit turbine or S-type draft tube Tubular turbineTransmission Line LCC Main Line Jhang Branch Upper RD.37+025 (Weir) LCC Main Line Jhang Branch Upper RD.37+025 (D/S Canal)Notes:

Source: JICA Study Team

30.65%--

-

Low head (small potential)

Project Summery Sheets 13

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Appendix D-4: Project Summary Sheets of Proposed Small Hydro Power ProjectsAppendix D-4

Drawings 8. (#544) Jhang Branch Upper 37+025(38+000)

Temporally Diversion Chanel

Gated Weir/Bridge

LCC FeederLCC Main Line Canal

LCC Main LineJhang Branch Canal

LCC Main Line Jhang Branch

RD.37+025 (RD.38+000) Existing Weir

Gated Weir/Bridge

Jhang BranchRD.37 Old Weir

Temporally Upper Coffer Dam

Temporally LowerCoffer Dam

Power House

Source: JICA Study Team

Proposed Layout Plan of LCC Main Line Jhang Branch Upper RD.37+025 Hydro Power Project

Project Summery Sheets 14

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Appendix D-4: Project Summary Sheets of Proposed Small Hydro Power ProjectsAppendix D-4

Project Summary 9. (#545) Jhang Branch Upper 68+830Name of Project: Jhang Branch Upper 68+830 Hydrology & Estimated Mean Daily Energy Generation

Site No.: 9 Serial No. of PPDB List : 545 Type of Canal/River: Canal

LocationProvince : Punjab District : Hafizabad Name of City : SukhekeLatitude (N): 31º 52.823' Longitude (E): 73º 25.966' Distance from City: 270 km from LahoreSource of River: CHENAB Canal System: Lower Chenab Cnal (L.C.C) MAIN LINEBarrage : Khanki Canal/River : Jhang Branch UpperR.D.1000 ft : 68+830 Type of Flow (Perennial / Not Perennial) PerenialSource: JICA Study Team / PPDB Source: Irrigation Department, Government of Punjab

Hydrograph of Daily Discharge

0

20

40

60

80

100

120

2005 2006 2007 2008 2009 2010 2011 2012

Disc

harg

e (m

3 /s)

120

90

100

Flow Duration Curve Average 10 days Discharge(9) #545 LCC Main LineJhang Branch Upper RD 68+830

LAHORE

0

20

40

60

80

100

0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%

Disc

harg

e (m

3/s)

% of Time Flow Exceedance

Flow Duration Curve at Jang Brach Upper RD .68+000(LCC Main Line)

Design Q = m3/s86.65

0

10

20

30

40

50

60

70

80

90

Jan. Feb. Mar. Apr. May Jun. Jul. Aug. Sep. Oct. Nov. Dec.

Aver

age

10 D

ays

Dis

char

ge (m

3 /s)

20 0

25.0

30.0

35.0

40.0

ener

atio

n En

ergy

y)

Source: Prepared by JICA Study Team based on data of Irrigation Department, Government of Punjab

Estimated Mean Daily Energy Generation (10 days Average)

PhotosSource: PPDB

Location Map

Salient FeaturesR t d D i Di h ( 3/ ) 86 7 Plant Factor (%) 72 01%

0.0

5.0

10.0

15.0

20.0

Jan. Feb. Mar. Apr. May Jun. Jul. Aug. Sep. Oct. Nov. Dec.

Aver

age

10 D

ays

Dai

ly G

e(M

Wh/

day

Rated Design Discharge (m3/s) 86.7 Plant Factor (%)Mean Annual Discharge (m3/s) 71.1 Base Cost (Million US$)Rated Head (m) 3.66 EIRR (%)Average Head (m) 1.81 FIRR (%) Public: - PPP Mode: -Installed Capacity (MW) 1.57 Levelized Tariff (US Cents/kWh)Annual Energy Generation (GWh/year) 9.90 Public: - PPP Mode: -Nos. of Turbine & Generator Units 2 Probability of Occurrence (%)Proposed Type of Turbine Kaplan pit turbine or S-type draft tube Tubular turbineTransmission Line LCC Main Line Jhang Branch Upper RD.68+830 (Weir) LCC Main Line Jhang Branch Upper RD.68+830 (D/S Canal)Notes:

Source: JICA Study Team

-

72.01%-

-

F/S by Alka Power (PVT) Limited

Project Summery Sheets 15

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Appendix D-4: Project Summary Sheets of Proposed Small Hydro Power ProjectsAppendix D-4

Drawings 9. (#545) Jhang Branch Upper 68+830

Temporally Diversion Chanel

Gated Weir/Bridge

LCC Main LineJhang Branch Canal

LCC Main LineJhang Branch RD.68+830

Existing Weir

Gated Weir/Bridge

Temporally Upper Coffer Dam

Temporally LowerCoffer Dam

Power House

Source: JICA Study Team

Proposed Layout Plan of LCC Main Line Jhang Branch Upper RD.68+830 Hydro Power Project

Project Summery Sheets 16

Page 9: Appendix D-4: Project Summary Sheets of Proposed Small ...open_jicareport.jica.go.jp/pdf/12086740_04.pdf · Appendix D-4: Project Summary Sheets of Proposed Small Hydro Power Projects

Appendix D-4: Project Summary Sheets of Proposed Small Hydro Power ProjectsAppendix D-4

Project Summary 10. (#597(ADB-3)) Lower Chenab Canal (LCC) at Qaiderabad Barrage 0+000Name of Project: Lower Chenab Canal (LCC) at Qaiderabad Barrage 0+000 Hydrology & Estimated Mean Daily Energy Generation

Site No.: 10 Serial No. of PPDB List : 597(ADB-3) Type of Canal/River: Natural River

LocationProvince : Punjab District : Mandi Bahaddin Name of City : PhaliaLatitude (N): 32º 19.785' Longitude (E): 73º 40.925' Distance from City: 198 km from LahoreSource of River: CHENAB Canal System: Qaiderabad BarrageBarrage : Khanki Canal/River : Lower Chenab Canal (LCC)R.D.1000 ft : at Qaiderabad Barrage 0+000 Type of Flow (Perennial / Not Perennial) Not PerennialSource: JICA Study Team / PPDB Prepared by JICA Study Team. Source: Feasibility Studies of Hydel Power Stations in Punjab (Task 2), ADB, GOP, NESPAK, 2011. / Irrigation Dept. Gov. of Punjab.

Hydrograph of Daily Discharge

500 

1,000 

1,500 

2,000 

2,500 

3,000 

3,500 

4,000 

1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012

Daily Discharge

 (m

3 /s)

3,000

1 600

1,800

Flow Duration Curve Average 10 days Discharge(10) #597 (ADB‐3)  Qaiderabad Barrage RD 0+000 (LCC)

LAHORE

0

500

1,000

1,500

2,000

2,500

0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%

Disc

harg

e (m

3/s)

% of Time Flow Exceedance

Flow Duration Curve at Qaiderabad Barrage D/S (ADB-3)

Design Q = m3/s700.2

16.6%

700

0

200

400

600

800

1,000

1,200

1,400

1,600

Jan. Feb. Mar. Apr. May Jun. Jul. Aug. Sep. Oct. Nov. Dec.

Aver

age

10 D

ays

Disc

harg

e (m

3 /s)

300

350

400

450

500

Day

s D

aily

Pro

duct

ion

Wh/

day)

Prepared by JICA Study Team. Source: Feasibility Studies of Hydel Power Stations in Punjab (Task 2), ADB, GOP, NESPAK, 2011. / Irrigation Dept. Gov. of Punjab.

Estimated Mean Daily Energy Generation (10 days Average)

PhotosSource: PPDB

Location Map

Salient FeaturesR t d D i Di h ( 3/ ) 700 Plant Factor (%) 27 06%

0

50

100

150

200

250

Jan. Feb. Mar. Apr. May Jun. Jul. Aug. Sep. Oct. Nov. Dec.

Estim

ated

Ave

rage

10

DEn

ergy

(MRated Design Discharge (m3/s) 700 Plant Factor (%)Mean Annual Discharge (m3/s) 404 Base Cost (Million US$)Rated Head (m) 3.68 EIRR (%)Average Head (m) - FIRR (%) Public: 8.83 PPP Mode: 8.38Installed Capacity (MW) 23.0 Levelized Tariff (US Cents/kWh)Annual Energy Generation (GWh/year) 54.53 Public: 14.15 PPP Mode: 19.19Nos. of Turbine & Generator Units 4 Probability of Occurrence (%) Source: F/S of Hydel Power Stations in Punjab, ADB, NESPAK, 2011

Proposed Type of Turbine Horizontal shaft double regulated Kaplan pit turbine Downstream View of Qadirabad Barrage from the Left BankTransmission Line Proposed Power Chanel Site of LCC Q.B 0+000 (Marshland)Notes:

Source: Feasibility Studies of Hydel Power Stations in Punjab (Task 2), ADB, GOP, NESPAK, 2011

27.06%73.6212.93

17.0

22 km long 33 kV line will connect to 132 kV Wazirabad, nearest Grid StationProposed P/H will be at right bank

Project Summery Sheets 17

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Appendix D-4: Project Summary Sheets of Proposed Small Hydro Power ProjectsAppendix D-4

Drawings 10. (#597(ADB-3)) Lower Chenab Canal (LCC) at Qaiderabad Barrage 0+000

Source: Feasibility Studies of Hydel Power Stations in Punjab (Task 2), ADB, GOP, NESPAK, 2011

Proposed Layout Plan & Power Channel Part Plan and Section

Project Summery Sheets 18

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Appendix D-4: Project Summary Sheets of Proposed Small Hydro Power ProjectsAppendix D-4

Project Summary 11. (#376) B. R. B. D. Link Canal 0+000Name of Project: B. R. B. D. Link Canal 0+000 Hydrology & Estimated Mean Daily Energy Generation

Site No.: 11 Serial No. of PPDB List : 376 Type of Canal/River: Canal

LocationProvince : Punjab District : Sialkot Name of City : DaskaLatitude (N): 32º 21.689' Longitude (E): 0 Distance from City: 152 km from LahoreSource of River: CHENAB Canal System: Bombanwala Ravi Bedian Diapur (B. R. B. D.) Link CanalBarrage : Marala Canal/River : B. R. B. D. Link CanalR.D.1000 ft : 0+000 Type of Flow (Perennial / Not Perennial) PerenialSource: JICA Study Team / PPDB Source: Prepared by JICA Study Team based on data of Irrigation Department, Government of Punjab

Hydrograph of Daily Discharge

0

50

100

150

200

250

2005 2006 2007 2008 2009 2010 2011 2012

Disc

harg

e (m

3/s)

Daily Discharge at B.R.B.D. Canal RD 0+000

250 200

Source: Prepared by JICA Study Team based on data of Irrigation Department, Government of Punjab

Flow Duration Curve Average 10 days Discharge

(11) #376  B.R.B.D. Link Canal RD 0+000

LAHORE

0

50

100

150

200

0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%

Disc

harg

e (m

3/s)

% of Time Flow Exceedance

Flow Duration Curve at B.R.B.D. Canal RD 0+000

Design Q = m3/s156

29.1%

156

0

20

40

60

80

100

120

140

160

180

Jan. Feb. Mar. Apr. May Jun. Jul. Aug. Sep. Oct. Nov. Dec.

Aver

age

10 D

ays

Dis

char

ge (m

3 /s)

Source: 2MW Hydropower Project on BRBD Canal at RD 0+000, Feasibility Report, PPDB, Tarakai Energy (PVT) Limited, July 2011

Flow data at Head of UCC Mainline Upper (1996-2009) Observed and Proposed Water Levels at RD 133+296

Source: PPDB PhotosLocation Map

Salient FeaturesR t d D i Di h ( 3/ ) 52 Plant Factor (%) 50 63%Rated Design Discharge (m3/s) 52 Plant Factor (%)Mean Annual Discharge (m3/s) - Base Cost (Million US$)Rated Head (m) 1.93 EIRR (%)Average Head (m) - FIRR (%)Installed Capacity (MW) 2.85 Levelized Tariff (US Cents/kWh)Annual Energy Generation (GWh/year) 12.64Nos. of Turbine & Generator Units 3 Probability of Occurrence (%)Proposed Type of Turbine Pit type Kaplan or Tubular turbines with S-type draft tubeTransmission LineNotes: B.R.B.D. Link Canal RD.0+000 (D/S View of Regulator) B.R.B.D. Link Canal RD.0+000 (D/S Canal)

Source: 2MW Hydropower Project on BRBD Canal at RD 0+000, Feasibility Report, PPDB, Tarakai Energy (PVT) Limited, July 2011

11.91

50.63%14.087

-

F/S by Tarakai Energy (PVT) Limited (2011)

10.7117.42

Project Summery Sheets 19

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Appendix D-4: Project Summary Sheets of Proposed Small Hydro Power ProjectsAppendix D-4

Drawings 11. (#376) B. R. B. D. Link Canal 0+000

Upper Chenab Canal Main Line

Upper Chenab Canal Main Line

BRBD Link Canal (Existing)

BRBD Link Canal

Source: 2MW Hydropower Project on BRBD Canal at RD 0+000, Feasibility Report, PPDB, Tarakai Energy (PVT) Limited, July 2011

Proposed Layout Plan & Power House Longitudinal Section and Plan

Project Summery Sheets 20

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Appendix D-4: Project Summary Sheets of Proposed Small Hydro Power ProjectsAppendix D-4

Project Summary 12. (#392(ADB-4)) Upper Chenab Canal (UCC) 133+296Name of Project: Upper Chenab Canal (UCC) 133+296 Hydrology & Estimated Mean Daily Energy Generation

Site No.: 12 Serial No. of PPDB List : 392(ADB-4) Type of Canal/River: Canal

LocationProvince : Punjab District : Sialkot Name of City : DaskaLatitude (N): 32º 21.446' Longitude (E): 74º 17.484' Distance from City: 139 km from LahoreSource of River: CHENAB Canal System: Upper Chenab Canal (UCC)Barrage : Khanki Canal/River : Upper Chenab Canal (UCC)R.D.1000 ft : 133+296 Type of Flow (Perennial / Not Perennial) Not PerennialSource: JICA Study Team / PPDB Prepared by JICA Study Team. Source: Feasibility Studies of Hydel Power Stations in Punjab (Task 2), ADB, GOP, NESPAK, 2011

Hydrograph of Daily Discharge

0

50

100

150

200

250

1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010

Dai

ly D

isch

arge

(m3/

s)

250

160

180

Flow Duration Curve Average 10 days Discharge

(12) #392 (ADB‐4) UCC RD 133+296

LAHORE

0

50

100

150

200

0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%

Disc

harg

e (m

3/s)

% of Time Flow Exceedance

Flow Duration Curve at Upper Chenab Canal (UCC) DR 133+296 (ADB-4)

Design Q = m3/s170

25%

0

20

40

60

80

100

120

140

160

Jan. Feb. Mar. Apr. May Jun. Jul. Aug. Sep. Oct. Nov. Dec.

Aver

age

10 D

ays

Dis

char

ge (m

3 /s)

50

60

70

80

90

Prod

uctio

n En

ergy

da

y)

Prepared by JICA Study Team. Source: Feasibility Studies of Hydel Power Stations in Punjab (Task 2), ADB, GOP, NESPAK, 2011Estimated Mean Daily Energy Generation (10 days Average)

PhotosSource: PPDB

Location Map

Salient FeaturesR t d D i Di h ( 3/ ) 170 Plant Factor (%) 54 81%

0

10

20

30

40

Jan. Feb. Mar. Apr. May Jun. Jul. Aug. Sep. Oct. Nov. Dec.

Aver

age

10 D

ays

Dai

ly

(MW

h/d

Rated Design Discharge (m3/s) 170 Plant Factor (%)Mean Annual Discharge (m3/s) 112 Base Cost (Million US$)Rated Head (m) 2.39 EIRR (%)Average Head (m) - FIRR (%) Public: 14.68 PPP Mode: 14.47Installed Capacity (MW) 3.58 Levelized Tariff (US Cents/kWh)Annual Energy Generation (GWh/year) 17.19 Public: 9.40 PPP Mode: 12.73Nos. of Turbine & Generator Units 2 Probability of Occurrence (%)Proposed Type of Turbine Horizontal shaft double regulated Kaplan pit turbineTransmission Line Bambanwala Regulator (Upper Chenab Canal RD 133+296)Notes:

Source: Feasibility Studies of Hydel Power Stations in Punjab (Task 2), ADB, GOP, NESPAK, 2011

Existing Subsidiary Weir on UCC (460m D/S fromBambanwala Regulator)

54.81%15.2418.49

17.0

16 km long 33 kV line will connect to 132 kV Warburton, nearest Grid StationProposed P/H will be in canal

Project Summery Sheets 21

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Appendix D-4: Project Summary Sheets of Proposed Small Hydro Power ProjectsAppendix D-4

Drawings 12. (#392(ADB-4)) Upper Chenab Canal (UCC) 133+296

Upper Chenab Canal (UCC)

Bombanwala Ravi Bedian Diapur (B. R. B. D.) Link Canal

Source: Feasibility Studies of Hydel Power Stations in Punjab (Task 2), ADB, GOP, NESPAK, 2011

Proposed Layout Plan & Divide Wall Plan and Longitudinal Section: Concrete Outline

Project Summery Sheets 22

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Appendix D-4: Project Summary Sheets of Proposed Small Hydro Power ProjectsAppendix D-4

Project Summary 13. (#490(ADB-1)) Lower Chenab Canal (LCC) 0+000Name of Project: Lower Chenab Canal (LCC) 0+000 Hydrology & Estimated Mean Daily Energy Generation

Site No.: 13 Serial No. of PPDB List : 490(ADB-1) Type of Canal/River: Canal

LocationProvince : Punjab District : Gujranwala Name of City : MansurwaliLatitude (N): 32º 24.150' Longitude (E): 73º 58.230' Distance from City: 128 km from LahoreSource of River: CHENAB Canal System: Lower Chenab Canal (LCC) (RD 0+000)Barrage : Khanki Canal/River : Lower Chenab Canal (LCC)R.D.1000 ft : 0+000 Type of Flow (Perennial / Not Perennial) PerenialSource: JICA Study Team / PPDB Prepared by JICA Study Team. Source: Feasibility Studies of Hydel Power Stations in Punjab (Task 2), ADB, GOP, NESPAK, 2011. / Irrigation Dept. Gov. of Punjab.

Hydrograph of Daily Discharge

0

50

100

150

200

250

300

350

1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012

Dai

ly D

isch

arge

(m3/

s)

350 250

Flow Duration Curve Average 10 days Discharge

(13) #490 (ADB‐1)  LCC RD 0+000

LAHORE

0

50

100

150

200

250

300

0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%

Disc

harg

e (m

3/s)

% of Time Flow Exceedance

Flow Duration Curve at Lower Chenab Canal RD 0+000 (ADB-1)

Design Q = m3/s240

15%

0

50

100

150

200

Jan. Feb. Mar. Apr. May Jun. Jul. Aug. Sep. Oct. Nov. Dec.

Aver

age

10 D

ays

Dis

char

ge (m

3 /s)

120

140

160

180

200

ays D

aily

Pro

duct

ion

Wh/

day)

Prepared by JICA Study Team. Source: Feasibility Studies of Hydel Power Stations in Punjab (Task 2), ADB, GOP, NESPAK, 2011. / Irrigation Dept. Gov. of Punjab.

Estimated Mean Daily Energy Generation (10 days Average)

PhotosSource: PPDB

Location Map

Salient FeaturesR t d D i Di h ( 3/ ) 240 Plant Factor (%) 65 94%

0

20

40

60

80

100

Jan. Feb. Mar. Apr. May Jun. Jul. Aug. Sep. Oct. Nov. Dec.

Estim

ated

Ave

rage

10

Da

Ener

gy (M

WRated Design Discharge (m3/s) 240 Plant Factor (%)Mean Annual Discharge (m3/s) 175 Base Cost (Million US$)Rated Head (m) 3.57 EIRR (%)Average Head (m) - FIRR (%) Public: 17.63 PPP Mode: 17.48Installed Capacity (MW) 7.55 Levelized Tariff (US Cents/kWh)Annual Energy Generation (GWh/year) 43.61 Public: 7.45 PPP Mode: 10.08Nos. of Turbine & Generator Units 2 Probability of Occurrence (%)Proposed Type of Turbine Horizontal shaft double regulated Kaplan pit turbineTransmission Line Upper Chenab Canal (RD 0+000) Main Head Regulator D/S View of Upper Chenab CanalNotes:

Source: Feasibility Studies of Hydel Power Stations in Punjab (Task 2), ADB, GOP, NESPAK, 2011

65.94%30.5224.29

15.3

20 km long 33 kV line will connect to 132 kV Wazirabad , nearest Grid StationProposed P/H will be in New Lower Chenab Canal

Project Summery Sheets 23

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Appendix D-4: Project Summary Sheets of Proposed Small Hydro Power ProjectsAppendix D-4

Drawings 13. (#490(ADB-1)) Lower Chenab Canal (LCC) 0+000

Existing Upper Chenab Canal (UCC)Existing Khanki Barrage

Che

nab

Riv

er

Proposed New Upper Chenab Canal (UCC)

Proposed New Khanki Barrage

Proposed Power house

Source: Feasibility Studies of Hydel Power Stations in Punjab (Task 2), ADB, GOP, NESPAK, 2011

Proposed Layout Plan & Power Channel Part Plan and Section

Project Summery Sheets 24

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Appendix D-4: Project Summary Sheets of Proposed Small Hydro Power ProjectsAppendix D-4

Project Summary 14. (#485(ADB-2)) Lower Chenab Canal (LCC) at Proposed New Khanki BarrageName of Project: Lower Chenab Canal (LCC) at Proposed New Khanki Barrage Hydrology & Estimated Mean Daily Energy Generation

Site No.: 14 Serial No. of PPDB List : 485(ADB-2) Type of Canal/River: Natural River

LocationProvince : Punjab District : Gujrat Name of City : MaggowalLatitude (N): 32º 24.901' Longitude (E): 73º 58.135' Distance from City: 128 km from LahoreSource of River: CHENAB Canal System: New Khanki BarrageBarrage : Khanki Canal/River : Lower Chenab Canal (LCC)R.D.1000 ft : at Proposed New Khanki Barrage Type of Flow (Perennial / Not Perennial) Not PerennialSource: JICA Study Team / PPDB Prepared by JICA Study Team. Source: Feasibility Studies of Hydel Power Stations in Punjab (Task 2), ADB, GOP, NESPAK, 2011. / Irrigation Dept. Gov. of Punjab.

Hydrograph of Daily Discharge

0

1,000

2,000

3,000

4,000

5,000

6,000

7,000

8,000

1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012

Dai

ly D

isch

arge

(m3/

s)

3,000

1 800

2,000

Flow Duration Curve Average 10 days Discharge

(14) #485 (ADB‐2)  New Khanki Barrage

LAHORE

0

500

1,000

1,500

2,000

2,500

0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%

Disc

harg

e (m

3/s)

% of Time Flow Exceedance

Flow Duration Curve at Khanki Barrage D/S of Chenab River (ADB-2)

Design Q = m3/s600

26%0

200

400

600

800

1,000

1,200

1,400

1,600

1,800

Jan. Feb. Mar. Apr. May Jun. Jul. Aug. Sep. Oct. Nov. Dec.

Aver

age

10 D

ays

Dis

char

ge (m

3 /s)

200

250

300

350

Day

s Pr

oduc

tion

Ener

gy

Wh/

day)

Prepared by JICA Study Team. Source: Feasibility Studies of Hydel Power Stations in Punjab (Task 2), ADB, GOP, NESPAK, 2011. / Irrigation Dept. Gov. of Punjab.

Estimated Mean Daily Energy Generation (10 days Average)

PhotosSource: PPDB

Location Map

Salient FeaturesR t d D i Di h ( 3/ ) 600 Plant Factor (%) 31 06%

0

50

100

150

Jan. Feb. Mar. Apr. May Jun. Jul. Aug. Sep. Oct. Nov. Dec.

Estim

ated

Ave

rage

10

(MW

Rated Design Discharge (m3/s) 600 Plant Factor (%)Mean Annual Discharge (m3/s) 515 Base Cost (Million US$)Rated Head (m) 2.62 EIRR (%)Average Head (m) - FIRR (%) Public: 9.17 PPP Mode: 8.74Installed Capacity (MW) 14.09 Levelized Tariff (US Cents/kWh)Annual Energy Generation (GWh/year) 38.34 Public: 13.78 PPP Mode: 18.69Nos. of Turbine & Generator Units 4 Probability of Occurrence (%)Proposed Type of Turbine Horizontal shaft double regulated Kaplan pit turbineTransmission Line Existing Khanki Barrage (D/S from Right Bank)Notes:

Proposed Power Chanel Site (Marshland)Source: Feasibility Studies of Hydel Power Stations in Punjab (Task 2), ADB, GOP, NESPAK, 2011

Proposed P/H will be at right bank of proposed New Khanki Barrage

31.06%50.1712.84

26.0

22 km long 33 kV line will connect to 132 kV Wazirabad, nearest Grid Station

Proposed Intake Site (Right Bank of Chenab River)

Project Summery Sheets 25

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Appendix D-4: Project Summary Sheets of Proposed Small Hydro Power ProjectsAppendix D-4

Drawings 14. (#485(ADB-2)) Lower Chenab Canal (LCC) at Proposed New Khanki Barrage

Proposed New Khanki Barrage

Existing Khanki Barrage

Proposed Power House

Source: Feasibility Studies of Hydel Power Stations in Punjab (Task 2), ADB, GOP, NESPAK, 2011

Proposed Layout Plan & Power Channel Part Plan and Section

Project Summery Sheets 26

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Appendix D-4: Project Summary Sheets of Proposed Small Hydro Power ProjectsAppendix D-4

Project Summary 15. (#2) Thal Main.Line Upper 0+000Name of Project: Thal Main.Line Upper 0+000 Hydrology & Estimated Mean Daily Energy Generation

Site No.: 15 Serial No. of PPDB List : 2 Type of Canal/River: Canal

LocationProvince : Punjab District : Mianwali Name of City : Mari IndusLatitude (N): 32º 54.940' Longitude (E): 71º 31.650' Distance from City: 278 km from IslamabadSource of River: INDUS Canal System: Thal Main Line UpperBarrage : Jinnah Canal/River : Thal Main.Line UpperR.D.1000 ft : 0+000 Type of Flow (Perennial / Not Perennial) PerenialSource: JICA Study Team / PPDB Source: Irrigation Department, Government of Punjab

Hydrograph of Daily Discharge(15) #2  Thal Main Line 

0

50

100

150

200

250

300

2006 2007 2008 2009 2010 2011 2012

Dis

char

ge (m

3/s)

300 250

Flow Duration Curve Average 10 days Discharge

( )Upper RD 0+000

LAHORE

0

50

100

150

200

250

0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%

Disc

harg

e (m

3/s)

% of Time Flow Exceedance

Flow Duration Curve of Thal Main Line Upper Canal RD 0+000

Design Q = m3/s224.53

0

50

100

150

200

Jan. Feb. Mar. Apr. May Jun. Jul. Aug. Sep. Oct. Nov. Dec.

Aver

age

10 D

ays

Dis

char

ge (m

3 /s)

20

25

30

ener

atio

n En

ergy

)

Source: Prepared by JICA Study Team based on data of Irrigation Department, Government of Punjab

Estimated Mean Daily Energy Generation (10 days Average)

PhotosSource: PPDB

Location Map

Salient FeaturesR t d D i Di h ( 3/ ) 224 5 Plant Factor (%) 51 11%

0

5

10

15

Jan. Feb. Mar. Apr. May Jun. Jul. Aug. Sep. Oct. Nov. Dec.

Aver

age

10 D

ays

Daily

Ge

(MW

h/da

yRated Design Discharge (m3/s) 224.5 Plant Factor (%)Mean Annual Discharge (m3/s) 155.6 Base Cost (Million US$)Rated Head (m) 1.06 EIRR (%)Average Head (m) 0.56 FIRR (%) Public: - PPP Mode: -Installed Capacity (MW) 1.47 Levelized Tariff (US Cents/kWh)Annual Energy Generation (GWh/year) 6.58 Public: - PPP Mode: -Nos. of Turbine & Generator Units 4 Probability of Occurrence (%)Proposed Type of Turbine Kaplan pit turbine or S-type draft tube Tubular turbineTransmission LineNotes:

Source: JICA Study Team

Head Regulator of Thal Main Upper Canal RD 0+000(D/S View from Right Bank)

Jinnah (Kalabagh) Barrage of Indus River(D/S View from Left Bank) (Length=3,780 ft = 1,152 m)

51.11%--

-

Low head (small potential)

Project Summery Sheets 27

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Appendix D-4: Project Summary Sheets of Proposed Small Hydro Power ProjectsAppendix D-4

Drawings 15. (#2) Thal Main.Line Upper 0+000

Source: JICA Study Team

Source: Irrigation Department, Government of Punjab

Proposed Layout Plan of Thal Main Line Upper Canal RD.0+000 Hydro Power Project

Project Summery Sheets 28

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Appendix D-4: Project Summary Sheets of Proposed Small Hydro Power ProjectsAppendix D-4

Project Summary 16. (#5) Main Line Lower 0+000Name of Project: Main Line Lower 0+000 Hydrology & Estimated Mean Daily Energy Generation

Site No.: 16 Serial No. of PPDB List : 5 Type of Canal/River: Canal

LocationProvince : Punjab District : Mianwali Name of City : MianwalliLatitude (N): 32º 30.615' Longitude (E): 71º 33.248' Distance from City: 265 km from IslamabadSource of River: INDUS Canal System: Thal Main Line UpperBarrage : Jinnah Canal/River : Main Line LowerR.D.1000 ft : 0+000 Type of Flow (Perennial / Not Perennial) PerenialSource: JICA Study Team / PPDB Source: Irrigation Department, Government of Punjab

Hydrograph of Daily Discharge(16) #5  Thal Main Line 

020406080

100120140160180200

2006 2007 2008 2009 2010 2011 2012

Dis

char

ge (m

3/s)

180

200 120

Flow Duration Curve Average 10 days Discharge

( )Lower RD 0+000

LAHORE

0

20

40

60

80

100

120

140

160

180

0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%

Disc

harg

e (m

3/s)

% of Time Flow Exceedance

Flow Duration Curve of Thal Main Line Lower Canal RD 0+000

Design Q = m3/s123.66

0

20

40

60

80

100

Jan. Feb. Mar. Apr. May Jun. Jul. Aug. Sep. Oct. Nov. Dec.

Aver

age

10 D

ays

Dis

char

ge (m

3 /s)

15

20

25

ener

atio

n En

ergy

y)

Source: Prepared by JICA Study Team based on data of Irrigation Department, Government of Punjab

Estimated Mean Daily Energy Generation (10 days Average)

PhotosSource: PPDB

Location Map

Salient FeaturesR t d D i Di h ( 3/ ) 123 7 Plant Factor (%) 47 05%

0

5

10

Jan. Feb. Mar. Apr. May Jun. Jul. Aug. Sep. Oct. Nov. Dec.

Aver

age

10 D

ays

Dai

ly G

e(M

Wh/

day

Rated Design Discharge (m3/s) 123.7 Plant Factor (%)Mean Annual Discharge (m3/s) 80.2 Base Cost (Million US$)Rated Head (m) 1.40 EIRR (%)Average Head (m) 0.81 FIRR (%) Public: - PPP Mode: -Installed Capacity (MW) 1.32 Levelized Tariff (US Cents/kWh)Annual Energy Generation (GWh/year) 5.43 Public: - PPP Mode: -Nos. of Turbine & Generator Units 4 Probability of Occurrence (%)Proposed Type of Turbine Kaplan pit turbine or S-type draft tube Tubular turbineTransmission LineNotes:

Source: JICA Study Team

Thal Main Lower Canal RD 0+000(D/S View from Head Regulator)Good condition, P/H will be in canal.

--

-

Head Regulator of Thal Main Lower Canal RD 0+000(D/S View from Right Bank)

47.05%

Project Summery Sheets 29

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Appendix D-4: Project Summary Sheets of Proposed Small Hydro Power ProjectsAppendix D-4

Drawings 16. (#5) Main Line Lower 0+000

Source: JICA Study Team

Escape Channel

Kundian D

isty

Thal Main Line Upper Canal

Source: Irrigation Department, Government of Punjab

Proposed Layout Plan of Thal Main Line Lower Canal RD.0+000 Hydro Power Project

Project Summery Sheets 30

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Appendix E-1

Prices of Related Equipments in Market

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Appendix E-1

Prices of Related Equipments in Market

Solar Modules

Company/Shop Detail/Condition Unit Price per Watt

Rs./Watt US$/Watt

Company G Cheapest quotation the company got (EXW) 0.34

Company G Third Class Products (EXW) 0.55

Company G First Class Products (Top 5 International Brand) (EXW) 0.80

Company G First Class Products (Top 5 International Brand) (DDP) 103 1.06

Company G Japanese Brand (Kyocera) (EXW) 1.35

Shop 1 Equal to or More than 50 W 115 1.19

Shop 1 Less than 50 W 140 1.44

Shop 2 100 W, 100% Output Warranty for 15 Years 125 1.29

Shop 3 200 W Mono-crystalline, Shop Warranty for 5 years 100 1.03

Shop 3 200 W Poly-crystalline, Shop Warranty for 5 Years 60 0.62

Shop 4 150W German-branded Cell, Manufacturer Warranty for 25 Years and Shop Warranty for 5 Years 120 1.24

Shop 4 Poly, China-made Cell, Manufacturer Warranty for 25 Years and Shop Warranty for 5 Years 70 0.72

Shop 4 Polycrystalline, No warranty 50 0.52

Shop 5 60 W, No Brand 75 0.77

Shop 5 80 W, No Brand 75 0.77

Shop 5 100 W, No Brand 67.5 0.70

Shop 5 PVST (Bosch Cell) 135 1.39

Shop 5 PVST (Canadian Solar Cell), Volume Discount (EXW, assembled in Pakistan) 110 1.13

Shop 5 PVST (Bosch or Canadian Solar Cell), 500 kW or more (EXW, assembled in Pakistan) 85 0.88

PVST: PV Silicon Technology, a Company Assembling Solar Module in Lahore, Pakistan by Utilizing imported Cells.

EXW: Ex-Works Price (Any delivery cost is not included.)

DDP: Delivered Duty Paid (All delivery cost and duties are included.)

Unit Price per Watt in US$ is calculated based on the rate US$1=Rs.97 for reference if the price was indicated in Rs. at the shop.

Source: JICA Study Team based on the Interviews at Companies/Shops

Battery

Company/Shop Detail/Condition Price

Rs. US$

Shop 1 100 Ah Sealed 6,500 67.01

Shop 2 100 Ah Sealed (German Brand, Made in China), 1 Year Warranty, Expected Life for 4 to 5 Years 12,000 123.71

Shop 3 100 Ah 10,000 103.09

Shop 3 300 Ah 25,000 257.73

Company I 200 Ah 23,000 237.11

Unit Price in US$ is calculated based on the rate US$1=Rs.97 for reference.

Source: JICA Study Team based on the Interviews at Companies/Shops

Prices of Related Equipments in Market 1 / 2

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Appendix E-1

Charge Controller

Company/Shop Detail/Condition Price

Rs. US$

Shop 3 10 A, Made in China 1,500 15.46

Shop 3 15 A, Made in China 2,500 25.77

Shop 3 20 A, Made in China 3,000 30.93

Shop 3 30 A with LCD Display, Made in China 7,500 77.32

Shop 4 20 A (12/24 V) with LCD Display, Made in China 6,000 61.86

Shop 4 20A (12 V), Made in China 3,000 30.93

Shop 5 5 A, Made in Pakistan 450 4.64

Shop 5 10 A, Made in China 450 4.64

Unit Price in US$ is calculated based on the rate US$1=Rs.97 for reference.

Source: JICA Study Team based on the Interviews at Companies/Shops

Inverter/UPS

Company/Shop Detail/Condition Price

Rs. US$

Shop 2 500 W 1,400 14.43

Shop 2 1000 W 2,000 20.62

Shop 2 3000 W 6,500 67.01

Shop 5 3000 W, for off-grid 48,000 494.85

Shop 5 5000 W, for off-grid 110,000 1134.02

Shop 5 3000 W, for grid-connection 98,000 1010.31

Unit Price in US$ is calculated based on the rate US$1=Rs.97 for reference.

Source: JICA Study Team based on the Interviews at Companies/Shops

Other Related Equipments related to Renewable Energy

Company/Shop Detail/Condition Price

Rs. US$

Shop 5 Solar Lantern, 9 LEDs 450 4.64

Shop 5 Solar Touch Light, 1 LED 750 7.73

Shop 5 Solar Touch Light, 9 LEDs 1,250 12.89

Shop 5 Multi Function (Touch, Radio, Charger) Solar and Handheld Generator 1,200 12.37

Unit Price in US$ is calculated based on the rate US$1=Rs.97 for reference.

Source: JICA Study Team based on the Interviews at Companies/Shops

Prices of Related Equipments in Market 2 / 2

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Appendix E-2

Prices of Solar PV System in Market

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Appendix E-2

Prices of Solar PV System in Market

Rough Estimate of Mega Solar Project

Including: Solar Panels, Power Conditioner (PV Inverter), Related Equipments, Installation Works

Company G 1st Class Product US$ 2.30 to 2.65/Watt

Company G 1st Class Product (Japanese Brand Solar PV Panel) US$ 3.00/Watt

Company I 1st Class Product US$ 2.30 to 2.50/Watt

Source: Prepared by JICA Study Team based on the Price roughly estimated by Local Companies

Price List in Catalog of Off-grid System for 12 Volt DC (Shop 5)

Including: Solar Panels, Battery, Charge Controller

(Reference) Unit Price per Watt

(Rs./Watt) (US$/Watt)

20 18 5 300 8,500 Output: DC 12 Volt 425 4.38

40 50 5 300 17,500 Output: DC 12 Volt 438 4.51

Unit Price per Watt in US$ is calculated based on the rate US$1=Rs.97 for reference.

Source: Prepared by JICA Study Team based on the Price Lists/Catalogs from Local Companies

Price List in Catalog of Hybrid System (Grid and Solar) (Shop 5, Catalog in English)

Including: Solar Panels, Battery Inverter/Ups, Charge Controller

(Reference) Unit Price per Watt

(Rs./Watt) (US$/Watt)

(Catalog in English)

60 75 10 500 26,500 442 4.55

85 100 10 500 36,500 429 4.43

100 100 10 1,000 39,500 395 4.07

200 200 20 1,000 79,500 398 4.10

300 200 20 1,000 99,500 332 3.42

400 200 20 1,000 126,000 315 3.25

600 400 40 2,000 215,000 358 3.69

1,000 600 40 2,000 325,500 326 3.36

(Catalog in Urdu)

300 200 20 500 74,800 A Class 249 2.57

300 200 20 500 56,800 B Class 189 1.95

500 300 30 1,000 124,500 A Class 249 2.57

500 300 30 1,000 94,500 B Class 189 1.95

600 400 40 1,000 156,200 A Class 260 2.68

600 400 40 1,000 120,200 B Class 200 2.07

1,000 600 60 1,000 245,200 A Class 245 2.53

1,000 600 60 1,000 185,200 B Class 185 1.91

Unit Price per Watt in US$ is calculated based on the rate US$1=Rs.97 for reference.

Source: Prepared by JICA Study Team based on the Price Lists/Catalogs from Local Companies

NoteSolar PV

Module (Watt)

Battery

Capacity (Ah)

Charge

Controller

(A)

Maximum

Load (Watt)Price (Rs.)

Battery

Capacity (Ah)

Charge

Controller

(A)

Maximum

Load (Watt)Price (Rs.) Note

Company Unit PriceType of Project

Solar PV

Module (Watt)

Prices of Solar PV System in Market 1 / 2

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Appendix E-2

Price List in Catalog of Solar Hybrid Solution - Day Time Power through Solar and in the Night It Works as UPS

for Hospital, Offices, Labs, Schools, Telecom & Data Networks (Company: I)

Including: Solar Panels, Deep Cycle Batteries, Solar Charge Controller, Solar Hybrid Grid Tied American Inverter,

Mounting and Battery Box, DC Cables and Accessory Set

(Reference) Unit Price per Watt

(Rs./Watt) (US$/Watt)

2,400 800 60 1,000 600,000 250 2.58

4,800 1,600 80 2,000 1,074,000 224 2.31

7,200 2,400 60 3,000 1,606,000 223 2.30

14,400 4,800 60*2 6,000 3,000,000 208 2.15

Unit Price per Watt in US$ is calculated based on the rate US$1=Rs.97 for reference.

Source: Prepared by JICA Study Team based on the Price Lists/Catalogs from Local Companies

Price List in Catalog of Solar Off-Grid Electric Power Packages for Homes-Offices-Business Applications (Company: I)

Including: Solar Panels, Deep Cycle Batteries, Solar Charge Controller, Solar Inverter (Sine wave),

Mounting and Battery Box, DC Cables and Accessory Set

(Reference) Unit Price per Watt

(Rs./Watt) (US$/Watt)

600 300 500 148,000 incl. Installation Cost 247 2.54

800 400 500 170,000 incl. Installation Cost 213 2.19

1,600 800 500 300,000 incl. Installation Cost 188 1.93

3,200 1,800 500 534,000 incl. Installation Cost 167 1.72

1,200 600 1,000 365,000 incl. Installation Cost 304 3.14

1,600 800 1,000 453,000 incl. Installation Cost 283 2.92

3,200 1,800 1,000 890,000 incl. Installation Cost 278 2.87

6,400 3,600 1,000 1,684,000 incl. Installation Cost 263 2.71

1,600 800 1,500 490,000 incl. Installation Cost 306 3.16

2,400 1,200 1,500 707,000 incl. Installation Cost 295 3.04

4,800 2,700 1,500 1,355,000 incl. Installation Cost 282 2.91

9,600 5,400 1,500 2,571,000 incl. Installation Cost 268 2.76

2,400 1,200 2,000 711,000 incl. Installation Cost 296 3.05

3,200 1,800 2,000 939,000 incl. Installation Cost 293 3.03

6,400 3,600 2,000 1,694,000 incl. Installation Cost 265 2.73

12,800 7,200 2,000 3,393,000 incl. Installation Cost 265 2.73

3,200 1,800 3,000 1,084,000 incl. Installation Cost 339 3.49

4,800 2,700 3,000 1,568,000 incl. Installation Cost 327 3.37

9,600 5,400 3,000 2,902,000 incl. Installation Cost 302 3.12

Unit Price per Watt in US$ is calculated based on the rate US$1=Rs.97 for reference.

Source: Prepared by JICA Study Team based on the Price Lists/Catalogs from Local Companies

Solar PV

Module (Watt)

Battery

Capacity (Ah)

Charge

Controller

(A)

Maximum

Load (Watt)Price (Rs.) Note

Solar PV

Module (Watt)

Battery

Capacity (Ah)

Charge

Controller

(A)

Maximum

Load (Watt)Price (Rs.) Note

Prices of Solar PV System in Market 2 / 2

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Appendix E-3

Photographs of Local Shops dealing Solar Energy

Equipment

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Photographs of Local Shops dealing Solar Energy Equipment 1

Appendix E-3: Photographs of Local Shops dealing Solar Energy Equipment

Hall Road (Electrical Goods Shop Street) Local Shop 1

Inside of Local Shop 1 (1) Inside of Local Shop 1 (2)

Local Shop 2 Local Shop 3

Source: JICA Study Team

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Photographs of Local Shops dealing Solar Energy Equipment 2

Local Shop 4 Inside of Local Shop 4 (1)

Inside of Local Shop 4 (2) Local Shop 5

Inside of Local Shop 5 (1) Inside of Local Shop 5 (2)

Source: JICA Study Team

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Photographs of Local Shops dealing Solar Energy Equipment 3

Inside of Local Shop 5 (3) Solar Lantern Available at Local Shop 5

Solar Touch Light Available at Local Shop 5 Multi Function (Touch, Radio, Charger) Solar and Handheld

Generator Available at Local Shop 5

Warranty Policy of Local Shop 5 Source: JICA Study Team


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