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Nandawadagi Lift Irrigation Scheme , Pre feasibility Report 1 M/s Krishna Bhagya Jala Nigam Limited Table of Contents Sl.No Particulars 1 Executive Summary 2 Introduction 2.1 Identification of the Project and Project Proponent 2.2 Brief Description of the Project 2.3 Need for the project and its importance to the country or region 2.4 Demand and Supply 2.5 Imports vs. Indigenous production 2.6 Export Possibility 2.7 Domestic/Export Markets 2.8 Employment Generation (Direct and Indirect) due to the project 3 Project Description 3.1 Type of Project including interlinked and interdependent projects, if any 3.2 Location (map showing general location, specific location and project boundary and project site layout) with coordinates 3.3 Details of alternate sites considered and the basis of selecting the proposed site 3.4 Size or Magnitude of operation 3.5 Project Description with process details 3.5.1 The Salient Features of Present Proposal 3.5.2 Surveys and Investigations 3.5.4 Foundation Investigations 3.5.5 Construction material investigation 3.5.6 Hydrology 3.5.7 Water availability 3.5.8 Capacity of reservoir 3.6 Raw material required along with estimated quantity, likely source, marketing area of final products, mode of transport of raw material and finished products Resource optimization/recycling and reuse 3.7 envisage in the project, if any, should be briefly outlined. 3.8 Availability of water its source, energy/power requirement and sources 3.8.1 Proposed Cropping Pattern 3.8.2 Crop water requirements 3.8.3 Water Planning 3.8.4 Command Area Drainage

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Nandawadagi Lift Irrigation Scheme , Pre – feasibility Report

1 M/s Krishna Bhagya Jala Nigam Limited

Table of Contents

Sl.No Particulars

1 Executive Summary

2 Introduction

2.1 Identification of the Project and Project Proponent

2.2 Brief Description of the Project

2.3 Need for the project and its importance to the country or region

2.4 Demand and Supply

2.5 Imports vs. Indigenous production

2.6 Export Possibility

2.7 Domestic/Export Markets

2.8 Employment Generation (Direct and Indirect) due to the project

3 Project Description

3.1 Type of Project including interlinked and interdependent projects, if any

3.2

Location (map showing general location, specific location and project boundary and project site layout) with coordinates

3.3 Details of alternate sites considered and the basis of selecting the proposed site

3.4 Size or Magnitude of operation

3.5 Project Description with process details

3.5.1 The Salient Features of Present Proposal

3.5.2 Surveys and Investigations

3.5.4 Foundation Investigations

3.5.5 Construction material investigation

3.5.6 Hydrology

3.5.7 Water availability

3.5.8 Capacity of reservoir

3.6

Raw material required along with estimated quantity, likely source, marketing area of final products, mode of transport of raw material and finished products

Resource optimization/recycling and reuse 3.7 envisage in the project, if any, should be briefly outlined.

3.8

Availability of water its source, energy/power requirement and sources

3.8.1 Proposed Cropping Pattern

3.8.2 Crop water requirements

3.8.3 Water Planning

3.8.4 Command Area Drainage

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Sl.No Particulars

3.8.5 Power Requirement

4 Site Analysis

4.1 Connectivity

4.2 Land form, land use and land ownership

4.3 Topography (along with map)

4.4

Existing land use pattern (agriculture, non agriculture, forest, water bodies (including area under crz), shortest distances from the periphery of the project to periphery of the forest, national parks, wild life sanctuary, eco sensitive areas, water bodies (distance from, the HFL of the river).

4.5 Existing Infrastructure

4.6 Soil Classification

4.7 Climatic data from Secondary Sources

4.7.1 Rainfall

4.7.2 Temperature

4.7.3 Humidity

4.7.4 Cloud

4.7.5 Wind Speed

4.8 Social Infrastructure Available

5 Planning Brief

5.1

Planning concept (type of industries, facilities, transportation, etc.,) town and country planning development authority classification.

5.2 Rehabilitation Centers

5.3 Sonthi Lift Irrigation Scheme

5.4 Man power planning

5.5 Population Projection

5.6 Land use planning (breakup along with green belt etc.,)

5.7 Assessment of Infrastructure demand (physical & social)

5.8 Amenities and Facilities

6 Proposed Infrastructure

6.1 Industrial Area (Processing area)

6.2 Residential Area (non processing area)

6.3 Green Belt

6.3.1 Plantation in and around Construction Site

6.4 Social Infrastructure

6.5 Connectivity Traffic and Transportation Road/Rail/Metro/Water ways etc.

6.6 Drinking water Management (Source & Supply of Water)

6.7 Sewerage System

6.8 Industrial waste management

6.9 Solid waste management

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Sl.No Particulars

6.10 Power requirement & Supply/Source

7 Rehabilitation and Resettlement (R&R) Plan

7.1 Resettlement

8 Project Schedule & Cost Estimates

8.1 Cost Estimates

8.2 Detailed Estimate of Cost

8.3 Benefit Cost Ratio

9 Analysis of Proposal (Final Recommendation)

9.1

Financial and social benefits with special emphasis on the benefit to the local people including tribal population, if any, in the area

9.2 Improvements in the Social Infrastructure

6.10 Power requirement & Supply/Source

7 Rehabilitation and Resettlement (R&R) Plan

8 Project Schedule & Cost Estimates

8.1 Cost Estimates

8.2 Detailed Estimate of Cost

8.3 Benefit Cost Ratio

9 Analysis of Proposal (Final Recommendation)

9.1

Financial and social benefits with special emphasis on the benefit to the local people including tribal population, if any, in the area

9.2 Improvements in the Social Infrastructure

List of Figures

Figure No. Name of the Figure 1.1 Location Map of the Project Area on SoI Toposheet 1.2 Google View of the Project Area 1.3 Organization Chart for the proposed SLIS

List of Annexures

Annexure No.

Name of the Annexure

1

Schematic Diagram of the Proposed Nandawadagi Lift Irrigation Scheme

2 Key Plan of the Proposed Nandawadagi Lift Irrigation Scheme

3 Structural Design Details of Nandawadagi LIS

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1. Executive Summary

Nandawadagi LIS comprises of lifting water from the fore shore of Narayanpur

reservoir,. i.e., from RL 486.00 Mtr to RL 550.00 Mtr near Tondihal Village of

Lingasugur Taluka Raichur dst., with an allocation of 3.75 TMC of water & to

provide Micro Irrigation for 36100 Hectares of Lingasugur, Manvi and Hunugunda

Taluka with an allotted water under Godavari - Pollavaram diversion scheme as per

the Govt order of Karnataka GO: WRD 49 KBN 2009, BANGALORE DATED

19.03.2012.

The project comprises the following,

1) It is proposed to implement Nandawadagi LIS by lifting 3.75 TMC of water from

back water of Narayanpur Reservoir & accordingly designing the head works and

civil works for ultimate utilization of 6.0 TMC as per the GO.

2) Lifting 3.75 TMC of water from RL 486.00 to 550.00 Mtr to irrigate 36100

Hectare of Drought prone areas of Lingasugur and Manvi talukas of Raichur

district and Hungund Taluka of Bagalkot District by Micro irrigation and

considering an irrigation intensity of 115%.

3) Intake canal of 400.00 Mtr is proposed from fore shore to the sump and pump

house and located near Tondihal village, Lingasugur Taluk. Raising main of 14.00

KM is proposed to carry the water from Pump house to Delivery chamber near

Nandawadagi village, Hunagund Taluk of Bagalkot district

The project location and layout plan are enclosed as annexure I and II

respectively.

The area is semi arid having climate suitable for round the year cropping. The soils are suitable for intensive cropping and irrigation. Hence providing Irrigation facilities to these drought prone areas is the best strategy in improving the per capital income and consequent standard of living of the farmers.

During Khariff, Tur Dal, Bajra, Jawar, Oil Seeds, Pulses, Ground Nut and Maize and during Rabi Toor, Bajra, Ground Nut, Jawar, Sunflower, Pulses, Wheat, and Cotton and during two season Cotton and Chillies are the major crops grown in the area.

Raichur and Bagalkot districts in Karnataka are considered as most backward districts and drought prone areas and people depend on rainfall agriculture.

The intensity of the irrigation is kept at 115% by providing 3.75 TMC during Khariff and Rabi. The total cost of the project is 1530.00Crores.

There are 5 pumps of 2396 HP and 1 standby pump of the same capacity is required for the project for lifting 3.75TMC. The total power required for the project is 12.00 MW and the same can be obtained from GESCOM.

There is no protected, eco sensitive, wildlife area as notified in Wildlife (Protection) Act, 1972 is located in 10 km of proposed command area.

The Benefit cost ratio of the project is 1.62 and hence is economically viable. The cost per hectare of area irrigated works out to Rs.27282.3 0.

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2. Introduction

Identification of the Project and Project Proponent

Krishna Bhagya Jala Nigam Ltd (KBJNL) was incorporated on19th August 1994 under the Companies Act, 1956 as Company, wholly owned by the Government of Karnataka for implementation of the Upper Krishna Project (UKP) in the State of Karnataka.

The Company is responsible for planning, investigation, estimation, execution, operation and maintenance of all irrigation projects coming under the UKP. The Company is also responsible to obtain Government of India's clearance and execute the UKP. The Company is also entrusted with the responsibility of rehabilitation and resettlement of the people affected by the Project. The Company is authorised to sell water and recover revenues from individuals, groups of farmers including those in the Command Area Development Authority, towns, city municipalities and industries.

Brief Description of the Project

Nandawadagi LIS comprises of lifting water from the fore shore of Narayanpur

reservoir,. i.e., from RL 486.00 Mtr to RL 550.00 Mtr near Tondihal Village of Lingasugur

Taluka Raichur dst., with an allocation of 3.75 TMC of water & to provide Micro Irrigation

for 36100 Hectares of Lingasugur, Manvi and Hunugunda Taluka with an allotted water

under Godavari - Pollavaram diversion scheme as per the Govt order of Karnataka GO:

WRD 49 KBN 2009, BANGALORE DATED 19.03.2012.

Need for the project and its importance to the country or region

The basic economic activity in this project area is agriculture. Uncertain rainfall and vagaries of Monsoon added with large number of marginal and poor formers have resulted in low per capita income and poor standard a living. In the absence of other mineral resources, providing irrigation is the best strategy to provide employment opportunities to the local population, improving their per capita income and consequent improved standard of living. This will also result in optimal utilization of water and land resources of the region Development of Irrigation and increase in agriculture produce processing including food processing.

Table 1.1 HDI Index of Raichur District

Lingsugur & Manvi taluks of Raichur district are economically backward areas

comprising of about 72% of local population with agriculture as their main source of

occupation. The annual rainfall in these regions is very much lower in comparison to the

state average and hence these farmers are growing only dry crops being water scarce area.

This has reduced the area to drought prone with irrigation area less than 20% of the total area.

There is always a risk of possible crop failures or reduced yields due to uncertain and scanty

rains. Therefore proposed to provide irrigation facilities for an area of 36100 hectares of

drought prone areas of Lingsugur Hunugunda and Manvi Taluks by Micro irrigation and

considering an irrigation intensity of 100%.

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The proposed project is under taken to maintain a sustainable development of the area and to take up planned irrigation in the area to enhance the food production for the overall socio-economic development of the area and to improve environmental quality and living status of the population by harnessing the vast potential of available water resources.

Demand and Supply

-NA-

Imports vs. Indigenous production

-NA-

Export Possibility

-NA-

Domestic/Export Markets

-NA-

Employment Generation (Direct and Indirect) due to the project

1. The proposed project requires labour for construction and on-going maintenance of pump house rising main etc and other infrastructure. This is likely to be an important sector of employment for the poor, especially the landless rural poor or rural households.

2. It aims to increases the farm output as a result, irrigation will stimulate demand for farm labour both within the main cropping season and across new cropping seasons, increasing both numbers of workers required and length of employment period. Rural poverty levels may therefore be reduced by increased employment opportunities.

3. Increased employment in agriculture due to increased cropping intensity, increased crop area and output from irrigation

4. Increased employment outside agriculture from increased crop output in related industries such as input industry (backward linkages) and output processing industries (forward linkages) – Examples include Oil Industry, food processing industries, etc.

3. Project Description

3.1 Type of Project including interlinked and interdependent projects, if any

a. It is proposed to implement Nandawadagi LIS by lifting 3.75 TMC of water from

back water of Narayanpur Reservoir & accordingly designing the head works and

civil works for ultimate utilization of 3.75 TMC as per the GO WRD 49 KBN

2009, BANGALORE DATED 19.03.2012.

b. Lifting 3.75 TMC of water from RL 486.00 to 550.00 Mtr to irrigate 36100

Hectare of Drought prone areas of Lingasugur and Manvi talukas of Raichur

district and Hungund Taluka of Bagalkot District by Micro irrigation and

considering an irrigation intensity of 115%.

c. Intake canal of 400.00 Mtr is proposed from fore shore to the sump and pump

house and located near Tondihal village, Lingasugur Taluk. Raising main of 14.00

KM is proposed to carry the water from Pump house to Delivery chamber near

Nandawadagi village.

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Location (map showing general location, specific location and project boundary and project site layout) with coordinates

The location of proposed Jackwell of NLIS is at latitude of 160, 8' 17.8" & longitude of 760, 60' 13.4"near Tondihal village of Lingasugur taluka in Raichur District, in Karnataka. The land use in the proposed project area is dry land agriculture, subject to vagaries of monsoon rain with low cropping intensity and low productivity. The common crops that are grown are Jowar, Pulses, Groundnut, Sunflower, etc. The proposed irrigation intensity is kept at 115% for Khariff and Rabi season. Figure 1.1 depicts the location map of the project area on Toposheet and Figure 1.2 presents the Google view of the proposed project.

.

Figure 1.1 Location Map of the Project Area on SoI Toposheet

.

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Figure 1.2 Google View of the Project Area

Details of alternate sites considered and the basis of selecting the proposed site -NA-

Size or Magnitude of operation

The proposed Nandawadagi lift irrigation scheme is utilizing 3.75 TMC of water for

micro Drip irrigation to irrigate 36100ha of cultivable command area of Lingasugur, Manvi

and Hunugunda Taluka.

Project Description with process details (schematic diagram/flow chart showing the project layout, components of the project etc).

Nandawadagi LIS comprises of lifting water from the fore shore of Narayanpur

reservoir,. i.e., from RL 486.00 Mtr to RL 550.00 Mtr near Tondihal Village of Lingasugur

Taluka Raichur dst., with an allocation of 3.75 TMC of water & to provide Micro Irrigation

for 36100 Hectares of Lingasugur, Manvi and Hunugunda Taluka with an allotted water

under Godavari - Pollavaram diversion scheme as per the Govt order of Karnataka GO:

WRD 49 KBN 2009, BANGALORE DATED 19.03.2012.

The salient Features of the project is shown below in Table 1.5 and Schematic Diagram and Key Plan of the Project is attached as Annexure I and II respectively.

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Table 1.5 Salient Features of the Proposed Project

SALIENT FREATURES OF PROPOSED NANDAWADAGI LIS SCHEME UNDER

GODAVARI-POLLAVARAM DIVERSION SCHEME TO BE TAKEN UP UNDER

UKP

1. Nandawadagi Lift Irrigation Scheme

No. Particulars Details

i. Length of lead off canal/Intake

canal

Intake canal of 400.00 M is proposed from

back water of Narayanpur to the sump and

Pump house.

ii. Required peak discharge. 8.989 Cumecs

iii. Total Head 64.00 M Static Head from Narayanpur

reservoir

iv. Length of the Raising Main upto

delivery chamber in Kms

14.00 Km length of Raising Main with

14.9mm Thickness and 2400mm Diameter

Pipe

v. Next to peak discharge 7.679 Cumecs

vi. Command Area 36100 Ha

vii. Number of distributaries blocks -

viii. Number of Branch canals -

3.5.1 The Salient Features of Present Proposal

Nandawadagi Lift Irrigation Scheme: It is proposed to implement Nandawadagi LIS by lifting 3.75 TMC of water from back water of Narayanpur Reservoir & accordingly designing the head works and civil works for ultimate utilization of 3.75 TMC of water & to provide Micro Irrigation for 36100 Hectares of Lingasugur, Manvi and Hunugunda Taluka with an allotted water under Godavari - Pollavaram diversion scheme as per the Govt order of Karnataka GO: WRD 49 KBN 2009, BANGALORE DATED 19.03.2012.. The location of proposed Jackwell of NLIS is at latitude of 160, 8' 17.8" & longitude of 760, 60' 13.4"near Tondihal village of Lingasugur taluka in Raichur District, in Karnataka

Power Requirement for Lift Irrigation Scheme: It is estimated that about 12.00 Mega Watts of power would be required for running these huge pumps and special / express power lines have to be drawn up for the purpose.

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Public Co-operation and Participation: The public is very eager to co-operate and participate in the execution of the project to improve the socio-economic condition and overall development of the region general.

3.5.2. Surveys and Investigations

a. Topographical survey:

Surveys have been done for location of Jackwell for fixing the head works for lifting of water and Drip System etc. with ref., to G.T.S bench mark at Tondihal village.

3.5.4 Foundation Investigations

As stated in earlier paras, the geotechnical investigation of the exposed foundations of the important structures like Jackwell and other stuctures are got carried out by taking the SBC (Safe Bearing Capacity) at the foundation.

Hydrology The Nandawadagi Lift Irrigation Scheme envisages construction of Jackwell Raising

main & others at at latitude of 160, 8' 17.8" & longitude of 760, 60' 13.4"near Tondihal village of Lingasugur taluka in Raichur District, in Karnataka. Nandawadagi LIS by lifting 3.75 TMC of water from back water of Narayanpur Reservoir & accordingly designing the head works and civil works for ultimate utilization of 3.75 TMC of water & to provide Micro Irrigation for 36100 Hectares of Lingasugur, Manvi and Hunugunda Talukas

Water availability

Ultimate utilization of 3.75 TMC of water & to provide Micro Irrigation for 36100 Hectares of Lingasugur, Manvi and Hunugunda Taluka with an allotted water under Godavari - Pollavaram diversion scheme as per the Govt order of Karnataka GO: WRD 49 KBN 2009, BANGALORE DATED 19.03.2012.

3.5.19 Capacity & Salient feature of Dam:

A) GENERAL

1. Location of Dam Between village Bachihal, Siddapur of Muddebihal Tq. Bijapur District and Hirejavoor of Lingasugur Tq. Raichur District Lat. 160 10' Long.76021' E

2. Main of access Right Bank is approachable from Lingasugur (22Km) and Tq. Lingasugur District raichur. The Left Bank from Narayanpur (6.4 Km) Tq. Shorapur District Gulbarga. Nearest railway station at 120 Km from Raichur and 60 Km from Alamatti.

B) GEOPHYSICAL FEATURES

1. Catchment’s Area 47,850 Sq. Km. ( 18,475 Sq. Miles)

2. Nature of catchment’s The upper most reaches consisting of hilly track with forest growth and the lower reach is

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in plain country. It has many tributaries.

3. Climate Moderate ( Tending to hot)

4. Annual mean temperature 24.60c ( 76.40F )

5. Mean annual precipitation Varying from 635cm (250") at Ghats to about 50cms (20") average at Dam site

6. Annual yield at dam site at 75%

dependability

22.824 T.M.Cum ( 806.5 T.M.Cft)

7. Silt charges of the Reservoir (Yearly) 0.00088 T.M.Cum (0.031 T.M.Cft)

8. Geological features of Dam site Massive granite rock is exposed in the river bed

C) TECHNICAL DETAILS

1. Gross storage capacity 1.066 T.M.Cum (37.646 T.M.Cft )

2. Live Storage capacity 0.863 T.M.Cum (30.473 T.M.Cft)

3. Dead storage at 0.203 T.M.Cum (1580.00) R.L. 481.584 ( 7.167 T.M.Cft )

3.a.Storage at M.D.D.L of 485.50M (1592.50) 0.392 T.M.Cum ( 14.867 T.M.Cft )

4. Lowest foundation level 466.032 M

5. Lowest river bed level 469.940 M

6. Crest level 480.252 M

7. Full reservoir level 492.252 M

8. Maximum flood level 492.252 M

9. Top level of Dam 496.752 M for earthen dam section and 495.752 M for masonry dam

10. Maximum area for Water spread 132 Sq. Km. (50.94 Sq. Miles)

11. LENGTH OF DAM a) Length of concrete spillway dam

548.00 M ( 1797.98 Ft )

b) Length of masonry non spillway dam 673.23 M ( 2208.86 Ft)

c) Length of earthen dam including dyke 9,416.29 M (30,894.84 Ft) (Dyke 2,194.10M and earthen dam 7,222.19 M )

d) Total length of dam including dyke 10.637.52 M (34,900 Ft )

12. Maximum height of Dam above the

lowest foundation level

29.72 M ( 97.5 Ft )

13. Height of Dam above the lowest river bed

level

25.812 M

14. Top width of dam 7.50 M

15. Designed flood Intensity 37.945 Cum per second ( 13,40,000 Cusecs )

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16. Number and size of crest gates 30 Nos of 15M x 12M ( Radial gates) 25 Nos main spillway gates 5 Nos additional spillway gates

16.a. Crest level 480.252 M

17. Number and size of river sluice gates 4 Nos 1.5M x 2.5M

17a. River sluice level 472.252 M

Raw material required along with estimated quantity, likely source, marketing area of final products, mode of transport of raw material and finished products.

Not applicable

Resource optimization/recycling and reuse envisage in the project, if any, should be briefly outlined.

Not applicable

Availability of water its source, energy/power requirement and sources

The Narayanpur dam was constructed across Krishna River near Bachihal and Siddapur villages of Muddebihal Taluk situated on left side of river banks. The construction work of Dam was taken up from 1969 and completed during 1982. The impounding of water in the reservoir was commenced from July 1982. The Dam is mainly serves as subsidiary Dam/balancing reservoir with main storage at Alamatti Dam. The Narayanpur Dam serves the most essential aspect of providing irrigation through a canal network on both left & right bank ayacuts to the tune of 5,50,000 Ha of Bijapur, Gulburga, Yadagir and Raichur Districts.

The Narayanapur Dam mainly serves as diversion Dam which is located at 65 Kms downstream below the main storage Dam at Almatti to facilitate for off taking of the main canal on both left and right side banks to cover the major command of the entire project under flow irrigation. The length of the Dam itself is initiating the nature of the reservoir flat terrain in the vicinity of the Dam. The height of the Dam above the .lowest foundation level is only 29.72 mtrs., and capacity of the reservoir is 1.07 TMCum (37.785 TMCft ) and water spread area at FRL-492.252 mtrs., is 132 Sqkms

The back water of Narayanapur reservoir at FRL spread even beyond the Almatti Dam but it is intercepted by the construction of Almatti Dam Hence the construction of Almatti dam above foundation level for the full length was taken up simultaneously with the construction of Narayanpur dam so as to facilitate impounding of water in the Narayanpur Reservoir for its full capacity in the 1st stage itself.

Proposed Cropping Pattern

Details of cropping pattern

In UKP the cropping pattern is adopted based on the discussions made with Chief

Scientist, CADA, Agricultural Research Station, Bijapur and, Soil Scientists from

University of Agricultural Sciences, Dharwad. The cropping pattern proposed in UKP is

as recommended by Principal Agricultural Officer, Bijapur.

The intensity of irrigation is considered as 115%.

The details of cropping pattern with Irrigation intensity are as under:

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Season Crop Detail Percent Crop period in days

Sowing date

Kharif Maize (hybrid)

8 120 15 June

Jowar 17 90 01 July

Ground nut 12 90 15 July

Sunflower 22 60 15 July

Pulses 6 75 15 June

Sub total 65 435

Rabi Local jowar 4 135 01 Oct safflower 5 150 15 Oct

Gram 5 135 15 Oct

Sunflower 11 120 01 Nov

Wheat 5 150 15 Oct

Ground nut 5 90 01 Nov

Sub total 35 780

Two seasonal

Cotton 5 165 15 Aug

Vegetables/ red gram

5 135 15 July

chillies 5 150 15 July

Sub total 15 450

Total 115 1665

Crop water requirements

Gross crop water requirements are worked out based on the modified Penman’s method. The total water requirement for irrigating 36100 Ha with above cropping pattern works out to 3.75 TMC.

Command Area Drainage

The soils are well drained to excessively drained with moderately rapid permeability.

Power Requirement

The power sanction for lift irrigation schemes is obtained from KPTCL / GESCOM

4. Site Analysis

Connectivity

The Nandawadagi LIS site is approachable by road from Lingasugur which is about 45 Kms. Approach to site by air is from nearest Airport situated @ Hubli, which is about 195Km. Approach by Rail is from Station Almatti which is 60 Kms away.

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Nandawadagi Lift Irrigation Scheme , Pre – feasibility Report

14 M/s Krishna Bhagya Jala Nigam Limited

Land form, land use and land ownership

The average land holding size of farmers is 3.74 ha. There are more marginal farmers

in this area, i.e. 31% of total area is held by more than two-thirds of the farmer’s population

where as only 8% of the farmers posses 30 percent area.

Jowar is the most important crop covering 41 percent of the area followed by Bajra

(12.8%) and Groundnut (12.4%). High yielding crops are re confined to 12% of the area

where supplementary sources of irrigation like tanks, wells / tube wells are available. Cotton,

a bi-seasonal crop is grown in only 4% of the area

Topography (along with map)

The topographical features of the area coming under Lingasugur and Manvi taluks of

Raichur district do not facilitate supply of water through gravity canal system from the

Narayanapur storage dam as the areas are lying above the Maximum Full Supply level of

Narayanapur Dam. Hence proposing a Lift Irrigation Scheme to cater the required water to

these affected areas is more feasible considering the flat topographical terrain.

Existing land use pattern (agriculture, non agriculture, forest, water bodies (including area under crz), shortest distances from the periphery of the project to periphery of the forest, national parks, wild life sanctuary, eco sensitive areas, water bodies (distance from, the HFL of the river).

Presently, the land use consists of agriculture and non agriculture areas in most of

the portion of the command area. Forest patches are not available here and there with rocky

knobs.

Existing Infrastructure

Villages are well connected by Village roads and can be accessed even during monsoon season. At each Taluk and district head quarters, appreciable agricultural marketing facilities are available. Transportation of agricultural inputs and other items from towns to villages and that of agricultural outputs/products from villages to town is convenient. Hence, Infrastructural facilities in the proposed Command Areas are available.

Soil Classification

Major portion of deep black cotton soil and very small portion Red soil types in located site of Nandawadagi LIS. The district covers partially deep & medium black cotton soil entire.

Climatic data from Secondary Sources

- NA –

Rainfall

Due to unprecedented continuous rainfall in short interval between September to October both locally and in the catchment area of Almatti and Narayanpur reservoir was caused flooding situation especially in the confluence of Malprabha and Krishna river.

Temperature

The project lies in semi – arid type of climate. December is the coldest month with mean daily maximum and minimum temperatures being 29.5 ºC & 15º C to 10ºC respectively.

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Nandawadagi Lift Irrigation Scheme , Pre – feasibility Report

15 M/s Krishna Bhagya Jala Nigam Limited

During peak summer, temperature shoots up to 45ºC. Relative humidity varies from 26% in summer to 62% in winter.

Humidity

Annual mean humidity in morning is found to be 68% and in the evening it is 44%. Maximum humidity is 82% and Minimum humidity 41%

Cloud

During the period from May to November skies are moderately to heavily cloud. In the rest of the year, skies are clear of lightly clouded generally.

Wind Speed

Mean wind speed (high) is 21.4 Kmph during July and Mean low wind speed is 6.5Kmph in December

Predominant wind directions

Morning November to February SE, E, N, NE March to June S, SW, W, NW July to October W, NW Evening November to February SE, E, N, NE

March to June E, SE, W, NW July to October W, NW

4.8 Social Infrastructure Available

The areas coming under this project is surrounded with a fairly god network of village roads coming under Zilla Public works department. No extra provision is made towards providing ayacut roads. The command area is connected with good communication facilities with road network and railway lines and good marketing facilities for farm product are also available. The banking and other co-operative financial institutions are also working in the taluka coming under command area.

5. Planning Brief

Planning concept (type of industries, facilities, transportation, etc.,) town and country planning development authority classification.

The cropping pattern of 115% has been adopted; the proposed cropping pattern has been suggested. The details of proposed cropping pattern are as under; Table 1.10 Details of the Season wise Crop Area Details

TOTAL IRRIGABLE COMMAND AREA = 36100 HECTARES FOR 3.75 TMC

Irrigation intensity 115%

Season Crop Detail Percent Area in Hectare

Kharif Maize (hybrid) 8 2511

Jowar 17 5336

Ground nut 12 3766

Sunflower 22 6905

Pulses 6 1883

Sub total 65 20401

Rabi Local jowar 4 1256

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Nandawadagi Lift Irrigation Scheme , Pre – feasibility Report

16 M/s Krishna Bhagya Jala Nigam Limited

Safflower 5 1570

Gram 5 1570

Sunflower 11 3453

Wheat 5 1570

Ground nut 5 1570

Sub total 35 10989

Two

seasonal

Cotton 5 1570

Vegitables/ red gram 5 1570

Chillies 5 1570

Sub total 15 4710

Total 115 36100

Rehabilitation Centers

- NA –

Nandawadagi Lift Irrigation Scheme

The head works related to Nandawadagi Lift Irrigation Scheme comprises of the following 4-components.

i) Intake Channel – 400m

ii) Jack well, pump house.

iii) Raising main – 14.00 Km

iv) Delivery Chamber

Man power planning

As explained above, all the major components of work are being executed on contractual basis and the responsibility of man power planning rests with the respective contractor. However the man power requirement of project organization concerned, the organization chart is depicted below. In addition to the above, a Quality Control wing is setup for carrying out all the necessary quality test / QAP under the guidance of the Superintending Engineer, Quality Control, Bheemarayanagudi.

Figure 1.3 Organization Chart for the proposed SLIS

ORGANIZATION CHART

CHIEF ENGINEER KBJNL O & M ZONE

NARAYANAPUR SUPERINTENDING ENGINEER

KBJNL O & M CIRCLE NARAYANAPUR

EXECUTIVE ENGINEER KBJNL NLBC DIVISION

RODALABANDA ASSISTANTEXECUTIVE ENGINEER

KBJNL SBC DY SUB DIVISION NO. 33 RODALABANDA

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Nandawadagi Lift Irrigation Scheme , Pre – feasibility Report

17 M/s Krishna Bhagya Jala Nigam Limited

Population Projection

Not applicable

Land use planning (breakup along with green belt etc.,)

Not applicable

Assessment of Infrastructure demand (physical & social)

Not applicable

Amenities and Facilities

In the proposal only one village is considered for providing the rehabilitation facilities ie., Hurasagundagi village. Hence Land losers/project affected persons in the villages will be benefitted as per NRRP, 2007 norms.

The project proponents are required to provide all the infrastructure facilities to its work force such as health care, free fuel and water supply in order to reduce dependency on local infrastructure and confrontation with the society. Also good sanitation facility to avoid water borne diseases. Proper facilities for domestic water supply and sanitation services will be made available to the construction workers at the site.

Occupational risks/hazards will be minimized at the project site through implementing safety measures and providing safety gadgets like helmets, safety (gas) mask/safety dress, shoes etc. for the labour force depending upon their nature of activity in the site.

Safety training will be provided to all construction workers on operation of equipments. Security will also be extended during non-working hours to ensure there is no uncontrolled access to the machinery and equipment.

KBJNL will have an interaction with PHCs (Public Health Centers) in the command area, such that the communicable diseases and other water borne diseases will be avoided through their guidance and support.

The health checkups (diagnostic) will be done for all regular employees involved in the construction activities of the project at scheduled intervals (i.e quarterly) and to maintain corresponding health records.

First Aid Room with adequate First Aid Kits as approved from Doctors along with medical facilities like Spirometry, Pulse - Oxymetry, lung test etc., will be provided.

6. Proposed Infrastructure

Industrial Area (Processing area)

Not applicable

Residential Area (non processing area)

Not applicable

Green Belt

Not applicable

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Nandawadagi Lift Irrigation Scheme , Pre – feasibility Report

18 M/s Krishna Bhagya Jala Nigam Limited

Social Infrastructure

1. Land losers/project affected persons in the villages will be benefitted as per NRRP, 2007 norms.

2. The project proponents are required to provide all the infrastructure facilities to its work force such as health care, free fuel and water supply in order to reduce dependency on local infrastructure and confrontation with the society. Also good sanitation facility to avoid water borne diseases. Proper facilities for domestic water supply and sanitation services will be made available to the construction workers at the site.

3. It is recommended that the local communities will be engaged in an on-going dialogue during construction period, with an objective to build and maintain a good relationship with the project proponent and contracting companies.

4. The movement of heavy equipment will be done with proper precaution to prevent accidents on the approach road. Movement of vehicles with 30 km/hr will be imposed on village roads which will reduce risks of accidents or injuries.

5. Occupational risks/hazards will be minimized at the project site through implementing safety measures and providing safety gadgets like helmets, safety (gas) mask/safety dress, shoes etc. for the labour force depending upon their nature of activity in the site.

6. Safety training will be provided to all construction workers on operation of equipments. Security will also be extended during non-working hours to ensure there is no uncontrolled access to the machinery and equipment.

7. The contractors will be vigilant to detect workers showing symptoms of communicable diseases. All illness and incidents will be reported and recorded.

8. The health checkups (diagnostic) will be done for all regular employees involved in the construction activities of the project at scheduled intervals (i.e quarterly) and to maintain corresponding health records.

9. First Aid Room with adequate First Aid Kits as approved from Doctors along with medical facilities like Spirometry, Pulse-Oxymetry, lung test etc., will be provided.

10. KBJNL will have an interaction with PHCs (Public Health Centers) in the command area, such that the communicable diseases and other water borne diseases will be avoided through their guidance and support.

Connectivity Traffic and Transportation Road/Rail/Metro/Water ways etc.

The Nandawadagi LIS site is approachable by road from Lingasugur which is about 45 Kms. Approach to site by air is from nearest Airport situated @ Hubli, which is about 195Km. Approach by Rail is from Station Almatti which is 60 Kms away.

Drinking water Management (Source & Supply of Water)

Drinking water storage facility is provided at site during construction phase and the source

for water is met from bore well situated nearby.

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Nandawadagi Lift Irrigation Scheme , Pre – feasibility Report

19 M/s Krishna Bhagya Jala Nigam Limited

Sewerage System

Adequate drainage system to dispose storm water from the labour camps will be provided by providing storm water drains/channels. The sewage generated from the labour camps shall be treated in the Septic Tank and Soak Pits designed and constructed as per IS 2470 Part-I & Part-II and domestic solid waste will be disposed to nearby municipal landfills. Site selected for habitation of workers will not be done in the path of natural drainage.

Industrial waste management

Not applicable

Solid waste management

Adequate facilities for collection, conveyance and disposal of solid waste will be developed. For solid waste collection, adequate number of masonry storage vats each of 2m3 capacity will be constructed at suitable locations near labour camps. These vats will be emptied at regular intervals (say once in three days) and collected waste will then be transported to nearby municipal landfill sites as identified by the jurisdictional competent authorities.

Power requirement & Supply/Source

During the execution of proposed Project, manpower of about 1500 in the peak season and around 500-1000 in the lean season is estimated in the project area which requires enormous fuel wood for their daily needs.

In this regard, arrangement is made to provide subsidized electricity to labour camps for lighting purpose. One 100W bulb to each family and provision for street light will be made in the labour camps.

7. Rehabilitation and Resettlement (R&R) Plan

NLIS is expansion project of UKP, in this scheme Rehabilitation and Resettlement (R&R) Plan will not arise.

8. Project Schedule & Cost Estimates

Cost Estimates

The estimate of Nandawadagi Lift Irrigation Scheme amounting to Rs.1530.00 Crores is prepared The rates adopted for the estimates are based on Schedule of Rates of W.R.D. and P.W.D. Bellary Circle.

The General Abstract of the estimate is at Annexure- 7. Classification of Units - The project work has been grouped into the following units:

Table 1.16 Classifications of Project Works

I – Works

i) Unit-I: Head Works i.e.,

2.Intake Channel, Jackwell/ Pump house, Rising Main and Delivery Chamber in respect of Nandawadagi LIS.

ii) Unit-II Drip Irrigation system Works i.e.,

Main, branches and distribution system including of all Works.

Detailed Estimate of Cost

Unit-I: Head works, jackwell, raising main delivery chamber

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Nandawadagi Lift Irrigation Scheme , Pre – feasibility Report

20 M/s Krishna Bhagya Jala Nigam Limited

Unit-II: Drip Irrigation System, Branches and Distributory System inclusive of all works

Benefit Cost Ratio

The Benefit Cost Ratio has been worked out as per the approved guidelines of the Technically Advisory Committee, Central Water Commission duly calculating yield before canal irrigation and anticipated yield after canal irrigation. The B.C. Ratio thus works out to 1.62

Note : Estimate and BC ration chart separate PDF file

9. Analysis of Proposal (Final Recommendation)

Financial and social benefits with special emphasis on the benefit to the local people including tribal population, if any, in the area

The Nandawadagi Lift Irrigation Scheme is proposed to provide economically viable and socially acceptable irrigation practices for the command area. The current contribution of the scheme to the economic, social and environmental well-being of the people of the command area is enormous. Irrigation is important to the health of the agricultural industry. Improving the viability of individual farming and increasing the efficiency and economic stability of the command area districts and also contributing to the economic and social objectives of the Karnataka State are the expected outcomes of the proposed scheme. Some of the project benefits are discussed below:

Improvements in the Physical Infrastructure

The proposed project boosts total farm output and hence, with unchanged prices, raises farm income.

Project improves yields through reduced crop loss due to erratic, unreliable or insufficient rainwater supply.

It allows for the possibility of multiple-cropping and so an increase in annual output.

It allows a greater area of land to be used for crops in areas where rain fed production is impossible or marginal.

The proposed project enables the use of complimentary inputs, such as high yielding varieties (HYVs).

The project envisages providing opportunity to switch farm use away from staples to higher value, market-oriented products.

Extensive agricultural production supplies raw materials to the nearby small scale industries thereby increasing the economy in the region.

Increased benefits from flood control

Increased groundwater recharge; reduction in opportunity costs of water uses

9.2 Improvements in the Social Infrastructure

11. By making employment and incomes more reliable (as well as higher) the project aims to protect farmers from loss of assets and also prevents peasants from getting into debt-traps.

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Nandawadagi Lift Irrigation Scheme , Pre – feasibility Report

21 M/s Krishna Bhagya Jala Nigam Limited

12. Access to irrigation in the project area may have very positive impacts on nutritional outcomes, through the availability of increased and more stable food supplies and, sometimes, cleaner water. In addition, increased income levels will allow rural producers, assuming transport costs are not prohibitive, to purchase a wider variety of foods. This should help to ensure that not only calorie intake is sufficient but that also diets are better balanced, with adequate intake of micro-nutrients.

13. Increased environmental benefits of water for in-stream flows, wildlife, flora and fauna; increased farm forestry and vegetation in irrigated areas.

14. Increased health benefits—improved sanitation due to better access to water. 15. Increased benefits from water use for rural domestic and livestock purposes 16. Positive impact on poverty reduction through increased productivity and

increased employment opportunities

17. Increased food security at national, regional and local levels 18. It improves dairy farming 19. Increasing production of fodder boosts dairy industry 20. Lower food prices for consumers, due to productivity gains and increased

overall food supplies 21. The increased labor opportunities for women increase the household income

has resulted in the greater power of women in the household. 22. Resource poor farmers and land less labors will mostly benefit from the

scheme. 23. Improvement in the net income due to the agriculture industry helps to

provide better health and educational facilities for the farmer’s children.

Employment Potential

24. The proposed project requires labour for construction and on-going maintenance of Raising Main, wells and pumps etc. This is likely to be an important sector of employment for the poor, especially the landless rural poor or rural households.

25. It aims to increases the farm output as a result of irrigation will stimulate demand for farm labour both within the main cropping season and across new cropping seasons, increasing both numbers of workers required and length of employment period. Rural poverty levels may therefore be reduced by increased employment opportunities.

26. It reduces migration to urban areas, and so reduces the pool of job-seekers and relieves the downward pressure on urban areas.

27. Increased employment in agriculture due to increased cropping intensity, increased crop area and output from irrigation

28. Increased employment outside agriculture from increased crop output in related industries such as input industry (backward linkages) and output processing industries (forward linkages) – Examples include Oil Industry, food processing industries, biscuit industries, etc

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Sl.

No.

Particulars Before

Irrigation

After Irrigation

A GROSS RECEIPTS

1 Gross value of farm produce 5426.73 72070.05

2 Dung receipts (@ 30%of the fodder expenditure) 244.20 2162.10

3 Total of A - Gross Receipts (1+2) = 5670.93 74232.15

B EXPENSES

1 Expenditure on seeds 269.94 234.43

2 Expenditure on manure, etc. 1394.62 1030.73

3 Expenditure on hired labour (human and bullock) 1085.36 14414.01

4 Fodder expenses (as %age of Item A-1, i.e. Gross

Value of farm produce)

[15% before irrigation and 10% after irrigation]

814.01 7207.01

5 Depriciation on implements (2.7% of Item A-1) 146.52 1945.89

6 Share and cash rent (as %age of Item A-1)

[5% before irrigation and 3% after irrigation]

271.34 2162.10

7 Land Revenue (2% of Item A-1) 108.53 1441.40

8 Total of B - Expenses (1 to 7) = 4090.32 28435.57

C NET VALUE OF PRODUCE

1 Total Gross Receipts (Total A-3) = 5670.93 74232.15

2 Total Gross Receipts (Total B-8) = 4090.32 28435.57

3 Total of C - Net Value of Produce (C1-C2) = 1580.61 45796.58

D ANNUAL BENEFITS

1 Net value after irrigation (C-3) 45796.58

2 Minus Net value before irrigation (C-3) 1580.61

3 Total of D - Net annual benefits D = D1-D2 = 44215.97

E Other net annual benefits due to aquaculture

including pisciculture, drinking & industrial water

supply, hydro-power generation, animal

husbandry, catchment area treatment chargeable

to project, canal bank plantation, reservoir

periphery afforestation etc.

Total of E = 0.00

F TOTAL NET ANNUAL BENEFITS (D3+E) 44215.97

KRISHNA BHAGYA JALA NIGAM LIMITED

UPPER KRISHNA PROJECT STAGE - III - NANDAWADGI LIFT IRRIGATION SCHEME

CALCULATION OF BENEFIT COST RATIO (BCR) AS PER C.W.C. GUIDELINES

Note :- All Figures are in Lakhs.

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Sl.

No.

Particulars Before

Irrigation

After Irrigation

KRISHNA BHAGYA JALA NIGAM LIMITED

UPPER KRISHNA PROJECT STAGE - III - NANDAWADGI LIFT IRRIGATION SCHEME

CALCULATION OF BENEFIT COST RATIO (BCR) AS PER C.W.C. GUIDELINES

Note :- All Figures are in Lakhs.

G ANNUAL COSTS

1 Interest on capital @ 10% (Estimated Total cost of

the project including cost of land development @

Rs.1000/- per Ha. = Rs. 15300 Lakhs + Rs.361

Lakhs)

15661.00

2 Depreciation of the project at 1%of the cost of the

project for 100 years life excluding cost of Land, R&R

cost = Rs. 145780.00 Lakhs x 1%)

1457.80

3 Annual operation and maintenance charges including

periodic maintainance @ Rs 700 per Ha. of ICA =

Rs.700 x 36,100

252.70

4 Maintainance of the Head works at 1% its cost = Rs.

x 2950000000 x 1%295.00

5 Depreciation of the pumping system @ 8.33% of the

cost of the pumping system assuming life of the

system as 12 years (Rs.2500 Lakhs x 8.33%)

2082.50

6 Depreciation of Raising Main @ 3.33% of the cost of

the Raising Main assuming life of the Raising Main as

30 years (Rs.16789 Lakhs x 3.33%)

5590.74

7 Depreciation of the Macro and Micro Distribution

network comprising of Bulk feeders, Mains, Sub

Mains & it's Feeders and Drip lines @ 3.33% of the

cost assuming life of the system as 30 years (4332

lakhs x 3.33%)

1442.56

8 Energy Cost for pumping machinery 500.00

9 Total of G - Annual Costs (1 to 8) = 27282.30

BENEFIT COST RATIO = F-ANNUAL BENEFITS / G-ANNAUL COSTS

BENEFIT COST RATIO = 44215.97 / 27282.30 = 1.62

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Sl.

No.

Estimated cost in

Lakhs at

2014-15 Price

level

S1

A

1.1

19289.00

1.2

1875.00

1.3

4332.00

1.4

5054.00

30550.00

B

2.1 478.00

2.21305.00

2.3 1643.00

2.41351.00

2.5 317.00

2.6 2000.00

2.6 28880.00

2.6 21660.00

2.6 43320.00

100954.00

PART-B - CIVIL WORKS

Construction of Approach Roads along the command area

Construction of appurtenant civil works for Mains, Branch and Feeders.

Macro distribution network for 36,100 Ha.

Micro distribution network for 36,100 Ha.

KRISHNA BHAGYA JALA NIGAM LIMITED

UPPER KRISHNA PROJECT STAGE - III - NANDAWADGI LIFT IRRIGATION SCHEME

ABSTRACT ESTIMATE FOR IMPLEMENTATION OF MICRO IRRIGATION SYSTEM FOR

36,100 Ha. OF COMMAND AREA UNDER LINGSUGUR AND MANVI TALUKS OF RAICHUR

DISTRICT & HUNGUND TALUK OF BAGALKOT DISTRICT

Design, supply, installation and commissioning of pumping machinery

including Raising Main, Manifold and pump house electrical works under

Lift works.

Construction of Delivery Chamber

Description of Work

Design, supply, installation and commissioning of pumping machinery

including pump house electrical works for Macro and Micro irrigation

distribution system.

Erection of 220 KV / 110 KV / 66 KV / 33 KV / 11 KV / 6.6 KV / 0.433 KV

electrical power lines to pump house for Macro and Micro irrigation

distribution system.

Construction of Jackwell Sump / Pump House including SCADA room,

quarters and appurtenant structures.

SECTION-1 - ESTIMATE

PART-A - ELECTRO MECHANICAL WORKS

Construction of appurtenant structures and thrust blocks for Raising Mains

Construction of Intake Canal from foreshore to Jack well sump including

Transition structures to Pump house

Construction of Approach Road from Intake canal to Delivery cistern

Sub-Total of Part-B - Civil Works =

Construction of 110 KV Electrical Sub Station including surge protection

works, Erection of 110 KV electrical power line from Sub station to pump

house & also 110 KV transmission line from Sub station at Marol LIS to

Sub station and construction of 110 KV Terminal Bay under Lift works

Sub-Total of Part-A - Electro Mechanical Works =

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KRISHNA BHAGYA JALA NIGAM LIMITED

UPPER KRISHNA PROJECT STAGE - III - NANDAWADGI LIFT IRRIGATION SCHEME

ABSTRACT ESTIMATE FOR IMPLEMENTATION OF MICRO IRRIGATION SYSTEM FOR

36,100 Ha. OF COMMAND AREA UNDER LINGSUGUR AND MANVI TALUKS OF RAICHUR

DISTRICT & HUNGUND TALUK OF BAGALKOT DISTRICT

C

3.19025.00

9025.00

140529.00

D

4.11444.00

4.2903.00

2347.00

E

4.1 271.00

4.2 361.00

632.00

143508.00

S2

5.1

7220.00

7220.00Sub-Total of Section-2 - Land Acquisition =

Total of Section-1 - Estimate, i.e. Part-A, B, C, D & E =

Cost of Land acquisition @ Rs.20,000 /Ha. for implementation of Head

works, Bulk Feeder lines, Mains, Sub Mains and Sub Feeder lines

including appurtenant works., etc.

SECTION-2 - LAND ACQUISITION

Sub-Total of Part-C - Automation & SCADA =

PART-E - SYSTEM DESIGN

Detailed system design of Micro Network at Rs.750 / Ha.

Detailed system design of Macro Network at Rs.1000 / Ha.

Sub-Total of Part-E - System Design =

PART-D - OPERATION AND MAINTENANCE

Operation and Maintenance cost of the Macro Distribution Network

system and Headworks for 5 years excluding energy charges.

Operation and Maintenance cost of the MIcro Distribution Network system

for 5 years excluding energy charges.

Sub-Total of Part-D - Operation & Maintenance =

Total of work portion, Part-A, B & C =

PART-C - AUTOMATION & SCADA

Design, supply, installation and commissioning of Automation & SCADA &

Auto filters

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KRISHNA BHAGYA JALA NIGAM LIMITED

UPPER KRISHNA PROJECT STAGE - III - NANDAWADGI LIFT IRRIGATION SCHEME

ABSTRACT ESTIMATE FOR IMPLEMENTATION OF MICRO IRRIGATION SYSTEM FOR

36,100 Ha. OF COMMAND AREA UNDER LINGSUGUR AND MANVI TALUKS OF RAICHUR

DISTRICT & HUNGUND TALUK OF BAGALKOT DISTRICT

S3

6.1 1554.00

6.1718.00

2272.00

153000.00

153000.00

Sub-Total of Section-3 - Statutory Deposits =

Grand Total of Section-1 - Estimate, Section-2 - Land Acquisition &

Section-3 - Statutory Deposits =

TOTAL COST OF THE PROJECT =

SECTION-3 - STATUTORY DEPOSITS

KPTCL Deposits

Third party quality auditing and quality control (@ 0.5% of the estimated

cost of works)

Superintending Engineer,

KBJNL, O & M Circle -1,

Narayanapur

Chief Engineer,

KBJNL, O & M Zone,

Narayanapur

Assistant Executive Engineer,

KBJNL, SBC Dy Sub Dn.No.33,

Rodalabanda

Executive Engineer,

KBJNL,NLBC Division,

Rodalabanda