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
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
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
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
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
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
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
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
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
0
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
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
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
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
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
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
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
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
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
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
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
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
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$)Rated Head (m) 1.40 EIRR (%)Average Head (m) 0.81 FIRR (%) Public: - PPP Mode: -Installed Capacity (MW) 1.32 Levelized Tariff (US Cents/kWh)Annual Energy Generation (GWh/year) 5.43 Public: - PPP Mode: -Nos. of Turbine & Generator Units 4 Probability of Occurrence (%)Proposed Type of Turbine Kaplan pit turbine or S-type draft tube Tubular turbineTransmission LineNotes:
Source: JICA Study Team
Thal Main Lower Canal RD 0+000(D/S View from Head Regulator)Good condition, P/H will be in canal.
--
-
Head Regulator of Thal Main Lower Canal RD 0+000(D/S View from Right Bank)
47.05%
Project Summery Sheets 29
Appendix D-4: Project Summary Sheets of Proposed Small Hydro Power ProjectsAppendix D-4
Drawings 16. (#5) Main Line Lower 0+000
Source: JICA Study Team
Escape Channel
Kundian D
isty
Thal Main Line Upper Canal
Source: Irrigation Department, Government of Punjab
Proposed Layout Plan of Thal Main Line Lower Canal RD.0+000 Hydro Power Project
Project Summery Sheets 30
Appendix E-1
Prices of Related Equipments in Market
Appendix E-1
Prices of Related Equipments in Market
Solar Modules
Company/Shop Detail/Condition Unit Price per Watt
Rs./Watt US$/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$1=Rs.97 for reference.
Source: JICA Study Team based on the Interviews at Companies/Shops
Prices of Related Equipments in Market 1 / 2
Appendix E-1
Charge Controller
Company/Shop Detail/Condition Price
Rs. US$
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$1=Rs.97 for reference.
Source: JICA Study Team based on the Interviews at Companies/Shops
Prices of Related Equipments in Market 2 / 2
Appendix E-2
Prices of Solar PV System in Market
Appendix E-2
Prices of Solar PV System in Market
Rough Estimate of Mega Solar Project
Including: Solar Panels, Power Conditioner (PV Inverter), Related Equipments, Installation Works
Company G 1st Class Product US$ 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$1=Rs.97 for reference.
Source: Prepared by JICA Study Team based on the Price Lists/Catalogs from Local Companies
NoteSolar PV
Module (Watt)
Battery
Capacity (Ah)
Charge
Controller
(A)
Maximum
Load (Watt)Price (Rs.)
Battery
Capacity (Ah)
Charge
Controller
(A)
Maximum
Load (Watt)Price (Rs.) Note
Company Unit PriceType of Project
Solar PV
Module (Watt)
Prices of Solar PV System in Market 1 / 2
Appendix E-2
Price List in Catalog of Solar Hybrid Solution - Day Time Power through Solar and in the Night It Works as UPS
for Hospital, Offices, Labs, Schools, Telecom & Data Networks (Company: I)
Including: Solar Panels, Deep Cycle Batteries, Solar Charge Controller, Solar Hybrid Grid Tied American Inverter,
Mounting and Battery Box, DC Cables and Accessory Set
(Reference) Unit Price per Watt
(Rs./Watt) (US$/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
Appendix E-3
Photographs of Local Shops dealing Solar Energy
Equipment
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
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
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