Periodic Financing Request Report

Project Number: 43253-026 MFF Number: 0085 September 2019

India: Karnataka Integrated and Sustainable Water Resources Management Investment Program (Tranche 2)

(Part 3)

This document is being disclosed to the public in accordance with ADB’s Access to Information Policy.

KARNATAKA NEERAVARI NIGAM LIMITED (A Government of Karnataka undertaking)

MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA

PROJECT

DETAILED PROJECT REPORT VOLUME – I REPORT ESTIMATED COST – Rs. 432.55 Crores

CHIEF ENGINEER WRD, IRRIGATION CENTRAL ZONE MUNIRABAD Karnataka Neeravari Nigam Limited Modernisation of Vijayanagara Channels in Tungabhadra Project

Contents Section 1 – Checklist Section 2 – Salient features Section 3 – Report Chapter 1. Introduction ...... 1 1.1. Vijayanagara channels ...... 1 1.2. Weir/Anicuts ...... 3 1.3. Location ...... 4 1.4. Details of Canal System ...... 4 1.5. Accessibility ...... 6 1.6. Toposheet Mosaic of the project ...... 6 1.7. Present condition ...... 7 1.8. Deficiencies in the existing system ...... 7 1.9. Need for Modernization ...... 8 Chapter 2. Hydrology ...... 10 2.1. Water availability ...... 11 Chapter 3. Reservoir ...... 12 Chapter 4. Weir/Anicut ...... 12 4.1. Vijayanagara Channels ...... 12 4.2. Details of Channel Systems ...... 13 Chapter 5. Land Potential ...... 16 5.1. Culturable Command area ...... 16 Chapter 6. Cropping pattern and Crop Water Requirement ...... 17 6.1. Details of Pre –Project / Original cropping pattern ...... 17 6.2. Details of Post –Modernisation/ proposed cropping pattern ...... 18 6.2.1. Field application efficiency ...... 19 6.3. Assessment of Crop Water Requirement ...... 20 6.4. Crop Water Requirement ...... 21 6.5. Results ...... 21 6.6. Conclusions ...... 22 6.6.1. Achieving required savings ...... 22 Chapter 7. Pissiculture ...... 23 Chapter 8. Horticulture ...... 23 Chapter 9. Domestic and Industrial water supply etc...... 23 Chapter 10. Demand Table ...... 24 Chapter 11. Impact of Modernisation ...... 25 11.1. Upstream and Downstream Projects ...... 25 Chapter 12. Interstate aspects ...... 25 Chapter 13. Channel system ...... 26 13.1. Preamble ...... 26 13.2. Survey of channel system ...... 26 Karnataka Neeravari Nigam Limited Modernisation of Vijayanagara Channels in Tungabhadra Project

13.3. Site Inventory and survey of channels and structures ...... 27 13.4. Review of capacity of existing channel and distribution system...... 32 13.4.1. Original design ...... 32 13.4.2. Present capacity ...... 32 13.4.3. Design of revised section (lined) ...... 32 13.5. Identification of the reaches needing improvements ...... 33 13.5.1. Lining...... 33 13.5.2. Strengthening and stabilization of banks ...... 34 13.6. Preparation of capacity statement ...... 34 13.7. Need for remodeling / distribution system ...... 34 Chapter 14. Power ...... 35 14.1. Power status ...... 35 14.2. Modernization / upgrading proposal ...... 35 Chapter 15. Navigation ...... 35 Chapter 16. Groundwater ...... 36 16.1. Depth of Groundwater level ...... 36 16.2. Assessment of Groundwater potential in the command area ...... 37 16.3. Quality of Groundwater ...... 38 16.4. Assessment of possible impact on Groundwater ...... 38 16.5. Conjunctive use of surface and groundwater ...... 38 Chapter 17. Drainage and land reclamation ...... 39 17.1. Review of drainage ...... 39 17.2. Type of reclamation ...... 39 17.2.1. Field drains ...... 39 Chapter 18. Land acquisition, Rehabilitation and Resettlement ...... 40 18.1. Land acquisition, Rehabilitation / Resettlement ...... 40 Chapter 19. Water management and maintenance ...... 41 Chapter 20. On farm development works ...... 42 20.1. Command Area Development Authority ...... 42 20.1. Organization setup of On Farm Development ...... 42 20.1.1. Land leveling ...... 42 20.1.2. Field Irrigation Channels (FICs) ...... 42 20.1.3. Construction of field drains ...... 43 20.1.4. Warabandi ...... 43 20.1.5. Ayacut roads ...... 43 Chapter 21. Construction programme ...... 44 Chapter 22. Construction organization ...... 45 22.1. Organization setup for modernization...... 45 Chapter 23. Environment, Ecology and Forest aspects ...... 47 23.1. World Heritage Zone ...... 47 Chapter 24. Economic Evaluation ...... 48 24.1. For Channels ...... 48 Karnataka Neeravari Nigam Limited Modernisation of Vijayanagara Channels in Tungabhadra Project

24.2. For Structures ...... 48 Chapter 25. Administrative and Legislative provisions...... 61 25.1. Administrative set up ...... 61 25.2. Legal status & Policy framework ...... 61 Chapter 26. Facilities for training the operational and maintenance personnel ...... 62 26.1. Existing...... 62 26.2. Proposals for improvement and extension ...... 62 26.2.1. Institution framework ...... 62 Chapter 27. Operation and Maintenance ...... 63 27.1. Training and Visit system ...... 63 Chapter 28. B C Ratio ...... 64 28.1. Benefit Cost ratio ...... 64 28.1.1. Estimated value of produce before channel modernization ...... 64 28.1.2. Estimated value of produce after channel modernization ...... 64 Conclusion 68 Karnataka Neeravari Nigam Limited Modernisation of Vijayanagara Channels in Tungabhadra Project

List of Annexures

Statement showing the year wise details of inflows, outflows (utilisation) under Annexure 2.1 different canal system of Tungabhadra project. (Karnataka portion) for the period (water year) from 1990-91 to 2009-10 Details of River releases for Vijayanagar channels and Rajolibanda Diversion Annexure 2.2 Scheme Annexure 6.1 Monthly rainfall data from year 1980 to 2009 (mm) Annexure 6.1/1 Monthly rainfall data of Station Munirabad Annexure 6.1/2 Monthly rainfall data of Station Kamalapura Annexure 6.1/3 Monthly rainfall data of Station Gangavathi Annexure 6.1/4 Monthly rainfall data of Station Kampli Annexure 6.1/5 Monthly rainfall data of Station Sirguppa Average annual rainfall and monthly normal rainfall of influencing rain gauge Annexure 6.2 stations (according to Theissen polygon) Annexure 6.3 Agro-climatological data of Bellary IMD station Annexure 6.4 Detailed calculations of Crop water requirements (Channel wise/Crop wise) Annexure 12.1 Allocation of water (KWDT I) - Revised Master Plan – 2003 Annexure 13.1 Particulars of Canal System Annexure 24.1 Cost Estimate (General Abstract) Annexure 24.2 Letter from State Government for clearance of Designs Annexure 24.3 Place of Quarries considered for different materials under Vijaynagar channels Annexure 28.1 Benefit Cost Ratio

Karnataka Neeravari Nigam Limited Modernisation of Vijayanagara Channels in Tungabhadra Project

List of Figures

Fig 1.1– Top sheet mosaic of the project area ...... 7 Fig 13.1 – Survey work in progress ...... 26 Fig 13.2 – Figure showing untidy channels ...... 28 Fig 13.3 – Channel used as disposal point ...... 28 Fig 13.4 – Channel reaches with size stone masonry lining ...... 29 Fig 13.5 – Damage due to seepage and poor maintenance ...... 29 Fig 13.6 – Crocodile in the reaches of Raya channel ...... 30 Fig 13.7 – Snake found in the initial reache of Belagodahala channel ...... 30 Fig 13.8 – Thick vegetation around the Channel ...... 30 Fig 13.9 – Damaged Service road ...... 31 Fig 13.10 – Poor crossing structure ...... 31 Fig 13.11 – Channel flowing full ...... 31 Fig 13.12 – Service road ...... 31 Fig 13.13 –Banana plantation ...... 32 Fig 13.14 –Sugarcane plantation ...... 32

Karnataka Neeravari Nigam Limited Modernisation of Vijayanagara Channels in Tungabhadra Project

List of Tables

Table 1.1 – List of Channels ...... 2 Table 1.2 – Table showing Location details of Canal system ...... 4 Table 1.3 – Table showing Hydraulic details of Canal system ...... 5 Table 1.4 – Details of toposheet which cover the project area ...... 6 Table 4.1 – Table showing Location details of Channel system ...... 13 Table 4.2 – Table showing Hydraulic details of Channel system ...... 14 Table 6.1 –Existing (Pre modernization) Cropping Pattern ...... 17 Table 6.2 – Proposed (Post modernization) cropping pattern ...... 18 Table 6.3–Table showing the breakup of Irrigation efficiency ...... 20 Table 6.4 –Demand Table ...... 21 Table 6.5 –Savings Achieved ...... 22 Table 16.1 – Table showing depth of Groundwater for Pre monsoon and Post monsoon ...... 36 Table 16.2 – Table showing Administrative wise assessment of Dynamic Groundwater resources 37 Table 16.3 – Table showing administrative assessment of unit wise categorization ...... 37 Table 21.1 – Implementation program of Modernization of Vijayanagara channels ...... 44 Table 22.1 – Divisions in- charge of the channels ...... 46

Karnataka Neeravari Nigam Limited Modernisation of Vijayanagara Channels in Tungabhadra Project

Abbreviation

B.C.R Benefit Cost Ratio CA Catchment Area CADA Command Area Development Authority CBL Channel Bed Level CC Cement Concrete CD Cross Drainage CNS Cohesive Non Swelling CTC Cart Track Crossing CWC Central Water Commission CWR Crop Water Requirement DPR Detailed Project Report DT Double tertiary DTP Draft Tender Paper EOT Electric Overhead Travelling

ETC Crop Evapo-transpiration FIC Field Irrigation Channel FTL Full Tank Level GEMS Groundwater Estimation and Management system GIR Gross Irrigation Requirement GTS Great Trigonometric Survey Ha Hectares IP Inspection Path KNNL Karnataka Neeravari Nigam Limited MCM Million cubic meter NIR Net Irrigation Requirement SOR Schedule of Rates SR Service Road TMC Thousand Million cubic feet WUA Waters Users Association USDA United States Department of Agriculture

MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT SECTION 1 CHECKLIST

Karnataka Neeravari Nigam Limited Modernisation of Vijayanagara Channels in Tungabhadra Project

Checklist No. Particulars Remarks 1 Was the original project given investment clearance by Planning Does not arise. Commission? 2 Has the performance evaluation of the existing project been carried out? Yes 3 Have the salient features of the project as envisaged at the time of Salient features as of now. execution of project and as present, been indicated? 4 Have the irrigation potential of the existing project as originally envisaged, Yes potential created and utilized and reasons for variations been indicated? 5 Has the Culturable command area been actually assessed and compared Yes with that at the time of planning of the project and shortfalls/excesses, if any, discussed? 6 Has the Hydraulic survey of channel/distribution system been carried out? Yes

7 Have the deficiencies in the existing irrigation system been identified? Yes 8 Has the need for modernization been justified? Yes 9 Have the hydrological studies been reviewed ,compared with those made These are run of the river schemes at the time of preparation of the original project if available and reasons downstream of for variations recorded in respect of: Tungabhadra dam (TB dam) (i) Rainfall (ii) Runoff (iii) Flood (iv) Sediment (v) Ground water (vi) Evaporation.

10 (a) Have changes in the upstream withdrawals/diversions for NA

industrial use, power generation, drinking requirement and other

developments in the upper catchments to the extent which can be

collected with reasonable efforts be described? NA (b) Have the changes in the power generation / consumption in power for the lift irrigation schemes being described?

Karnataka Neeravari Nigam Limited Modernisation of Vijayanagara Channels in Tungabhadra Project

No. Particulars Remarks 11 Have the semi-detailed soil surveys been carried out for the entire NA command (if not entire command then extent cornered) and soil and land irritability classification brought out in the report? (Project to be acceptable, semi detailed soil survey in at least 50% of command should have been carried.) 12 Is the crop water requirement determined by the modified Penman Yes method? 13 Have water requirements for other uses been worked out? NA 14 Has justification for the proposed cropping pattern been furnished? Yes 15 Have the cropping pattern & proper cropping calendar been devised with Yes a view to maximize the production and channel closure for maintenance etc. ensured? Have these been concurred by the agriculture department? 16 Are the areas and percentage of CCA that will be irrigated during kharif, Yes rabi, two seasonal, hot weather and perennial been indicated and compared with cropping pattern as existing prior to taking up the project, originally envisaged and actually developed after completion of the project? 17 Is the justification furnished for continuing with/or taking up perennial and Existing crops have hot weather crops from the reservoir? been retained 18 Have the most suitable depths and frequencies of irrigation to be adopted, Yes based on the characteristics of the soil and crops been worked out?

19 Have the values of conveyance efficiency, field application efficiency and Yes overall water use efficiency been indicated with basis therefore? 20 Has the pattern of releases (10 daily/monthly) from the diversion/storage Yes headworks been worked out & compared with those envisaged originally? 21 Has the channel been redesigned to cater for peak requirement + 10 Yes percent (20% for small reservoirs) for rush irrigation. If, not have the alternative proposals for carrying the required discharge been discussed? 22 Whether supplementation from ground water has been considered? NA

Karnataka Neeravari Nigam Limited Modernisation of Vijayanagara Channels in Tungabhadra Project

No. Particulars Remarks 23 Are the supplies available sufficient to meet the requirements for ensuring Yes 75 per cent dependability? If not, have the possibilities of augmentation of the supplies been discussed either by increasing the storage or by supplementing by ground water etc.? Have the revised reservoir operation tables been furnished? 24 Has the study of ground water potential of the command area, the present Yes level of the ground water use and the scope of the future ground water utilization been carried out and included in the project report? 25 Have the economics of the ground water development been studied? NA 26 Has the possible impact on ground water recharge on account of lining of NA the system been kept in view in the scheme of ground water utilization? 27 Has the possibility of ground water and irrigation area not commanded by NA the channel system been considered? 28 Has the quality of surface water and also ground water, drainage water, if Yes intended for irrigation use, been tested? 29 Have the requirements of the drainage in the command area been studied NA and a suitable intended for irrigation use been tested? 30 Have the arrangements for the following been considered and provided These activities are implemented by for? CADA Execution of OFD works (a) Training programmers for field staff and farmers – existing position and proposals for strengthening. (b) Participatory Irrigation Management (PIM), Water Users Association (WUA) and turnover of the system to WUAs. (c) Provision of extension services. (d) Providing important inputs like seeds, fertilizers etc. 31 Have adequacy of road communication facilities and if not, the necessity NA of improvements been discussed and provided for? 32 Have matters about the improvement in reliability/dependability of the Yes annual irrigation of the existing proposed command area been discussed in the light of modernization? 33 Have the net benefits due to the project been estimated and concurred by Yes

Karnataka Neeravari Nigam Limited Modernisation of Vijayanagara Channels in Tungabhadra Project

No. Particulars Remarks the agricultural Dept.? 34 Has the concurrence of the State Finance Department been obtained for Yes taking up the project at the estimated cost? 35 Whether the scheme has already been started? If so, is the stage - construction indicated? 36 Is the scheme included in the plan? If not, what is the present position - regarding it’s inclusion in the plan? 37 Have the year wise requirement of funds been indicated? - 38 Is the scheme covered under State Sector or Central Sector? State Sector 39 Is the scheme covered or proposed to be covered under any foreign No assistance/aid agreement? 40 Are the detailed cost estimates included in the report? Yes 41 Has the benefit-cost ratio been worked out? Whether proportionate cost Yes of completed works included in the calculations? 42 Whether Internal Rate of Return (IRR) worked out? NA 43 Are the financial results attached? No 44 Are there any special reasons to undertake the project if it is unproductive Yes. To use water more efficiently and whether these have been recorded in the Report? thereby save water, modernization is proposed. 45 Are the rates of betterment levy proposed, the period of recovery and the - estimated total recovery indicated? 46 Are there any charges levied for irrigation facilities as distinct from water - charges? 47 Are the scales of water rate indicated? - 48 Have the rates of betterment levy, water charges, etc. been compared NA with those obtained in other regions of the state? 49 Has the concurrence of the State Revenue Department been obtained for Yes these rates? 50 Have the O&M aspects (both financial as well as management) been Yes. discussed? How are the O&M cost proposed to be met?

Karnataka Neeravari Nigam Limited Modernisation of Vijayanagara Channels in Tungabhadra Project

No. Particulars Remarks 51 Have the programmer of construction and the expenditure involved been Yes furnished? 52 Has the requirement of staff been estimated and furnished with Yes justification? 53 Has the adequacy of the existing irrigation laws and revisions, if any, Yes considered necessary been discussed? 54 Have the impact of the scheme on the overall development of water Yes resources in the basin/state been discussed? 55 Whether views of water users about proposed works in modernization Yes projects been obtained and described in the Report? 56 Have environmental / ecological aspects been discussed in the Report? NA 57 Does the project involve acquisition of forest land? Has the MOE&F been No. NA approached for clearance under Forest Conservation Act 1980? 58 Dose the project involve any re-settlement? Whether rehabilitation of No. NA PAFs provided for? 59 Does the project involve rehabilitation of SC/ST population? Has the No rehabilitation package for them been cleared by Ministry of Social Justice & Empowerment? 60 Have the socio economic studies (bench mark surveys) been carried out? No 61 Have the interstate aspects been examined & discussed? Yes 62 Have the list of ongoing programs of Agriculture Department in command Yes Area been given?

Chief Engineer KNNL, Irrigation Central Zone Munirabad

MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT SECTION 2 SALIENT FEATURES

Karnataka Neeravari Nigam Limited Modernisation of Vijayanagara Channels in Tungabhadra Project

Salient features 1.0 Name of the Project Modernisation of Vijayanagara Channels in Tungabhadra Project 2.0 General Data 2.1 District(s) Bellary, Koppal, Raichur 2.2 Tehsil(s)/Taluk(s) Hospet, Gangavathi, Sirguppa and Raichur 2.3 River/Tributary Tungabhadra River 2.4 Location of Dam/Diversion Structures 2.5 Name of River/Basin Tungabhadra River/ Krishna 2.6 Longitude and Latitude a) Longitude 75° 40' to 77° 35' E b) Latitude 14° 30' to 16° 34' N 3.0 Socio-economic aspects Original Revised 3.1 District(s) Benefited Bellary, Koppal, Bellary, Koppal, Raichur Raichur 3.2 Income 3.3 Land holdings 3.4 Population benefited a) Total b) Schedule cast c) Schedule Tribe d) Other Backward casts 4.0 Hydrological Data 4.1 Catchment area at dam site (Ha) 28,179.20 Sq. Km at Tungabhadra dam site 4.2 Rainfall (mm) Original Revised a) Maximum annual rainfall 1540 1540 b) Minimum annual rainfall 244 244 c) Mean annual rainfall ( As per Thessien 629.20 629.20 average) 4.3 Annual runoff (M cum) Original Proposed a) Average b) Maximum -NA- c) Minimum d) 75% dependability 4.4 Design Flood -NA- 5.0 Water Utilization (TMC) Present Proposed a) Reservation for upstream use b) Reservation for downstream use c) Utilisation through the project i) Irrigation 12.05 5.80 ii) Power Generation -NA- iii) Drinking water -NA-

Karnataka Neeravari Nigam Limited Modernisation of Vijayanagara Channels in Tungabhadra Project

iv) Industrial Use -NA- v) Others (Evaporation) -NA- d) Water saved through Modernization 6.25 TMC 6.0 Groundwater (TMC) a) Potential 12.88 TMC b) Present use No groundwater is utilized for Irrigation at present c) Proposed use after Modernisation -NA- d) Balance for future utilization after -NA- Modernisation 7.0 Reservoir data (Tungabhadra Dam) a) Storage (TMC) Existing Proposed i) Gross storage 132.00 132.00 ii) Dead storage 2.300 2.300 iii) Live storage 116.84 116.84 iv) Annual carry over b) Elevation (El-m) Original Proposed i) Maximum water level (MWL) 497.74 497.74 ii) Full reservoir level (FRL) 497.74 497.74 c) Water spread area (sq.km) at  Full reservoir level 378.14 378.14 d) Water Quality Reservoir/Canal/River (Downstream) i) Physical Good ii) Chemical Good iii) Bacteriological Good

Karnataka Neeravari Nigam Limited Modernisation of Vijayanagara Channels in Tungabhadra Project

8.0 Canal system (Irrigation) Information to be Existing Proposed furnished for each Main/Branch canal separately a) Length of canal(Km) b) Full supply level at canal head (m) c) Full supply discharge at canal head (m3/sec) d) Length of complete distribution system up to minors Refer Annexure 13.1 e) Number of villages surveyed f) Area (Ha) i) Gross command area (GCA) ii) Culturable command area (CCA iii) Annual Irrigation (AI) iv) Intensity of Irrigation (% of CCA) g) Automation and SCADA Existing Proposed i) Flow measurement and data No No acquisition at all control points ii) Automatic control of gates No No iii) Control philosophy NA NA iv) Communication NA NA 9.0 Power -NA- 10 Cropping pattern (crop wise)-Season wise Name of crop Pre-Modernisation (Ha) Post Modernisation (Ha) season wise % of CCA % of CCA

Intensity of Irrigation 100% 100% Khariff 1. Paddy 4056 (30.9 %) 2304 (14.18%) 2. Jowar 735 (5.6 %) 6326 (38.95%) Rabi 1. Paddy 1825 (13.9 %) 1655 (10.19%) 2. Groundnut 1903 (14.50 %) 3755 (23.12%) Perennial 1. Sugarcane 3176 (24.20 %) 1229 (7.57%) 2. Garden 1431 (10.90 %) 974 (6.0%) Total 13,125 16,243 11. Benefits (Additional, annual) Amount (Rs.) a) Food grains 3812.67 b) Commercial crops 3216.59 c) Others - 12.0 Revenue (Rs) Existing Proposed 12.1 Revenue from water rates a) Irrigation - - b) Domestic water supply - -

Karnataka Neeravari Nigam Limited Modernisation of Vijayanagara Channels in Tungabhadra Project

c) Industrial water supply - - d) Power - - e) Others - - 12.2 Revenue from Irrigation cess other than water rates 12.3 Recovery of Betterment levy - 12.4 Other sources of revenue, if any, - 13.0 Cost 13.1 Estimated cost of Modernization works a) Irrigation 40322 Lakhs b) Domestic water supply - c) Industrial water supply - d) Power - e) Others - 13.2 Cost of completed works (Rs. Lakhs) - 13.3 Annual cost 4703.78 Lakhs 14.0 Benefit Cost Ratio 1.65

Chief Engineer KNNL, Irrigation Central Zone Munirabad

MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT SECTION 3 REPORT

Karnataka Neeravari Nigam Limited Modernisation of Vijayanagara Channels in Tungabhadra Project

Chapter 1. Introduction

1.1. Vijayanagara channels

The river Tungabhadra is a major tributary to Krishna River and is so called after the confluence of two rivers Tunga and Bhadra, which rise in the Western Ghats at an altitude of about 1198 M above mean sea level (MSL). The Tungabhadra river flows for about 531 Kms in the north-east direction in Karnataka and Andhra Pradesh before joining Krishna river near Kurnool at an altitude of 294.10 M. The vast drainage area of Tungabhadra river comprises of the following main tributaries (a) Kumadvathi river (b) Dharma river (c) Varada river (d) Dodda halla (e) Murdha halla and (f) Haridhra river.

The Vijayanagara Channel system is spread over 3 districts namely Bellary, Raichur and Koppal. The Geographical area lies between latitude 14° 30' to 16° 34' N and Longitude 75° 40' to 77° 35' E.

RAICHUR

KOPPAL

BELLARY

Originally, Vijayanagara Channels are the run-of-the river irrigation channels and are historically important serving the irrigation needs of the local population. They have been built during Vijayanagara dynasty about 400 years back. In all, there are 19 Channels taking off from Tungabhadra river of which 18 are in Karnataka and one is in Andhra Pradesh.

Detailed Project Report 1

Karnataka Neeravari Nigam Limited Modernisation of Vijayanagara Channels in Tungabhadra Project

During Vijayanagara dynasty, 18 Channel networks were constructed in Tungabhadra basin in the reach from Tungabhadra reservoir to Siraguppa. The list of the Channels is indicated in Table 1.1

Table 1.1 – List of Channels

A. On Right Bank of TB River B. On Left Bank of TB River 1. Raya 11. Koregal 2. Basavana 12. Hulugi 3. Bella 13. Shivapura 4. Kalaghatta 14. Anegundi 5. Turtha 15. Gangavathi Upper 6. Ramasagar 16. Gangavathi Lower 7. Kampli 17. Bichal 8. Belagodhala 18. Bennur 9. Deshnur 10. Siraguppa

Of these 18 Channels, Bennur channel is in ruins and Koregal channel command is supplied water from Tungabhadra Left Bank Channel. In view of this, presently, Vijayanagara Channel system comprises of 16 Channels. This modernization report deals with the 16 Channels.

The Raya and Basavanna canals were on the right bank of river Tungabhadra and were being fed through the respective weirs located on the upstream of the present Tungabhadra dam. The Basavanna channel was crossing the present dam alignment at Km 18 below its weir whereas Raya Channel was crossing at about 3.5 Kms below the weir. In order to protect the irrigation in these two channels, an irrigation sluice has been provided in the right side of Tungabhadra dam.

Two channels; Raya and Basavanna take off from TB dam. All other channels except Kalghatta and Belgodhal take off from anicuts constructed across Tungabhadra river at various locations on downstream of TB dam and are being partially fed by Raya and Basavanna channels.

The Raya Channel runs for about 27.74 Km and joins at 4th Km of Turtha channel. In addition, it has a separate sluice which was constructed at 2.5 Km to fulfill the shortage of water to Bella channel. Bella Channel runs for about 5.55 Km and joins at Ch 0.2 Km of Kalghatta channel. The Kalghatta Channel runs for about 7.02 Km and joins Turtha Channel at Ch 0.7 Km. Turtha channel runs for about 18.69 Km and joins Ramsagar channel at Ch 1.40 Km. Ramsagar channel runs for about 15.50 Km. It has two drainage channels joining Kampli channel. The Kampli channel runs for about 23.55 Km. It has Belgodhal channel taking off at Ch 3.20 Km and runs for a length of11.22 Kms.

Detailed Project Report 2

Karnataka Neeravari Nigam Limited Modernisation of Vijayanagara Channels in Tungabhadra Project

The discharges of each channel are considered while arriving at the channel section for the channels Raya, Bella, Kalaghatta, Turtha, Ramsagar, Kampli and Belgodhal. The 4 Channels; Bella, Turtha, Ramsagar and Kampli get a share from river assistance.

The Channels; Sirguppa and Deshnur on the right side and other 6 channels on the left side of Tungabhadra River get water exclusively from river assistance, released from Tungabhadra dam.

The Index Map showing the Command area of the Scheme (16 channels) is appended in Volume V. 1.2. Weir/Anicuts

There are 12 no’s of Anicuts and the details are enclosed separately. Vijayanagara channels are being fed from the anicuts constructed in the earlier days for providing irrigation. These anicuts were constructed during the regime of Vijayanagar empires. They have been constructed using huge boulders and set in Zig-Zag manner without any kind of mortar for bond. Due to this, the anicuts are subject to leakage of water exacerbated by the displacement of boulders during high floods. Over a period of time, the system has deteriorated and needs urgent attention and improvements. The farmers of Vijayanagara channels are demanding improvements to anicuts.

The improvements proposed to anicuts are:

1. Providing 200 mm thick skin wall encasement to the anicut and grouting. 2. Providing anchor rods at every 1m interval on upstream and downstream of anicut for a width of 5 m all along the length. 3. Providing concrete toe walls on both ends 4. Formation of approach roads to the anicuts wherever required from the nearest road. The details of the channels system are tabulated below:

The Irrigation schemes comprising 17 Nos of anicuts across Tungabhadra River together known as Vijayanagara Channels were implemented during Vijayanagara dynasty to provide irrigation facilities. Out of these, Vallabhapur and Hoskote anicuts were submerged in the backwaters of Tungabhadra reservoir. In order to cater to the command of Vallabhapur and Hoskote anicuts, one vent of size 1.8 m X 3.6 m is constructed in the reservoir as a permanent sluice and these commands are fed through Raya and Basavanna channels. A total of 12.05 TMC has been allocated by the tribunal to Vijayanagara channels with a break up of 5.71 TMC as protected utilisation and 6.35 TMC as worth consideration.

Detailed Project Report 3

Karnataka Neeravari Nigam Limited Modernisation of Vijayanagara Channels in Tungabhadra Project

As per clause IX - E of KWDT award, 7 TMC of water from Tungabhadra reservoir is earmarked for Raya and Basavanna channels. An allocation of 2 TMC was made by way of assistance through other regulated discharges other than Raya and Basavanna channels from Tungabhadra reservoir.

In the 1993 master plan, an allocation of 12.05 TMC is made for the Vijayanagara channels without channel wise breakup and river assistance.

The revised Master plan of 2003 has an allocation of 5.80 TMC for all the 16 Vijayanagara channels.

The Government of Karnataka is proposing the modernization of these Channels to improve the channel efficiency thereby saving 6.25 TMC of water. 1.3. Location

Vijayanagara is located in Bellary District, northern Karnataka. The geographical location is at Latitude 15°19′N and Longitude 76°28′E. It is also known as ruined capital city. The nearest town and railway station is Hospet and the nearest canal is 13 km away by road. Hospet also lies within the original extents of the old city.

1.4. Details of Canal System

The details of canal system considered for modernization are indicated in Table 1.2 Table 1.2 – Table showing Location details of Canal system Distance d/s Name of the Name of weir & Name of No of TB Dam in Remarks channel length in Km stream Km Bellary District (on right side of river) 1. Basavanna Vallabhapur Submerged in Channel takes off Tungabhadra directly from reservoir Tungabhadra dam on right side 2. Raya Hosakote --do-- --do- 3. Bella Hosur-0.602 Tungabhadra 2.4 Channel utilizes seepage from higher level channels 4. Kalaghatta Drainage channel Halla 8

5. Turtha Turtha 3.048 Tungabhadra 16

6. Ramsagar Ramsagar 2.042 --do-- 28.8

Detailed Project Report 4

Karnataka Neeravari Nigam Limited Modernisation of Vijayanagara Channels in Tungabhadra Project

Distance d/s Name of the Name of weir & Name of No of TB Dam in Remarks channel length in Km stream Km 7. Kampli Kampli anicut --do- 30.4 0.94 8. Belagodahal Drainage Halla 35.2 Channel utilizes channel seepage from higher level channels 9. Siruguppa Siruguppa 1.95 Tungabhadra 80 Consists of 7 bits.

10. Deshnur Deshnur 0.96 ~do-- 80

Koppal District (on left side of river) 11. Koregal Channel takes off Submerged in directly from Koregal Tungabhadra Tungabhadra Left reservoir Bank Channel 12. Hulugi Hulugi - 0.518 Tungabhadra 2.4 13. Shivapura Shivapura - 0.17 do 8 14. Anegundi Sanapur - 0.518 do 16 15. Upper Gangavathi Upper do 27.2 Gangavathi0.78

16. Lower Gangavathi Lower Gangavathi do 30.4 0.45 Raichur district 17. Bichal Bichal - 1.192 do 137.6 Table 1.3 – Table showing Hydraulic details of Canal system (20 years average cropped area is considered) Length of Cropped No. Name of the Channel Channel in Offtake area in Ha Kms On right bank of TB River 1 Raya Channel 27.74 2855 Tungabhadra Dam 2 Basavanna Channel 16.50 1447 Tungabhadra Dam 3 Bella Channel 5.50 741 Hosur Anicut 4 Kalaghatta Channel 7.020 349 Drainage channel 5 Turtha Channel 18.69 1171 Turtha anicut 6 Ramasagar Channel 15.50 1024 Ramasagar Anicut 7 Kampli Channel 23.550 894 Kampli Anicut 8 Belagodahala 11.220 328 Drainage channel 9 Deshnur Channel 9.03 815 Deshnur Anicut 10 Siruguppa Channel 10.85 1344 Sirguppa Anicut

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Length of Cropped No. Name of the Channel Channel in Offtake area in Ha Kms On left bank of TB River 11 Hulugi Channel 10.69 419 Hulugi anicut 12 Shivapura Channel 6.54 717 Shivapura anicut 13 Anegundi Channel 19.44 1359 Sanapur anicut Gangavathi upper 14 9.00 1363 Upper Gangavathi anicut Channel Gangavathi lower 15 9.54 1141 Lower Gangavathi anicut Channel 16 Bichal Channel 14.50 276 Bichal Anicut Total 16241 The Schematic diagram of Vijayanagar channels is appended as KNNL-VNC-SD-002 vide Volume V - Drawings 1.5. Accessibility

The project channels located at downstream of TB dam are best approached from Hospet, Munirabad and Kamalapur on the upper reach and from Gangavathi on the lower reach. 1.6. Toposheet Mosaic of the project

The details of toposheets showing the channel network and their command area are given as below in Table 1.4.

Table 1.4 – Details of toposheet which cover the project area

No Topo Sheet No. Scale 1. 57 A/7 1:50,000 2 57 A/8 1:50,000 3. 57 A/10 1:50,000 4 57 A/11 1:50,000 5 57 A/12 1:50,000 6 57 A/13 1:50,000 7 57 A/14 1:50,000 8 57 A/15 1:50,000 9 57 E/2 1:50,000

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The mosaic of toposheets relevant to the project area is indicated in Fig 1.1

Fig 1.1– Top sheet mosaic of the project area

1.7. Present condition

Presently, the Vijayanagara channel systems comprising of the above 16 Channels are not in good condition. The system has been in operation over the last 400 years. The reconnaissance survey has revealed that the channels are lined with size stone masonry partly and have since lost their shape over the years. The bed of the channels has scoured in some reaches and is silted up heavily in some reaches. Heavy weed growth (water hyacinth) is noticed in and around the channels. Some of the structures are in dilapidated condition which requires to be rehabilitated to make them functional.

1.8. Deficiencies in the existing system

The Vijayanagara channels were constructed during Vijayanagar dynasty i.e. about 400 years back. The duty- delta considered for calculation of crop water requirement is not available. The duty-delta method of calculating crop water requirements started in the 18th century. Thus, the farmers were used to the liberal

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use of water for hundreds of years. With plenty of water, the crops grown were mostly rice, sugarcane etc. Presently main channels are in bad condition and the pipe outlets are not having flow control. The Tungabhadra project commissioned in the 50s considers the duty- delta for calculation of crop water requirements and the channel design. However, the existing atchkat under Vijayanagar channels were considered as part of the command under the Tungabhadra project.

Other problems encountered in the Vijayanagara channels in terms of operation and maintenance are;

a) Existing Channels have lost their section, thereby having difficulty in ensuring adequacy of flow. b) Absence of measuring devices. c) Inlets and outlets requiring redesign. d) Unlined channels causing undesirable seepage, weed growth (water hyacinth) e) Leakages in the main channels and cross drainage structures resulting in wastage of water.

1.9. Need for Modernization

The report Vol III of expert committee for preparation of master plan for river basin of Karnataka (constituted vide G.O.No.PWD 70 NPC 85 dt.29/7/85) vide page no. 106 Para 2 mentions;

“ If this Channel system is lined and water measuring devices are provided and Warabandi system is introduced it would be possible to manage about half the present discharge, thereby affecting the substantial savings of about 7 TMC of scarce water resources which could be utilized for providing protective irrigation to drought prone area in the State.”

The committee after deliberations, recommended for modernization of entire channel network of Vijayanagar Channel system, as early as possible.

Hence, modernization of Vijayanagara Channels is proposed to save water as it was noticed that excess water is being utilized in these channels. The Master Plan of 2003 revised the plan and made a suggestion to modernize the existing Channel system by improvements in infrastructure to save water to an extent of 6.25 TMC which could be allocated to the Upper Bhadra project. In order to establish savings in water, following measures are contemplated.

As the Channel systems are designed as unlined channels which are not efficient, it is proposed to redesign the channels as lined channels to improve conveyance efficiency. The designed discharge is worked out considering average cropped area of the last 20 years. This will facilitate reducing seepage losses thereby improving the system efficiency and convey required discharge in the distributaries, minors and laterals

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which will ensure water to the tail end of the channels thereby achieving reliability and equity in the command area.

i. It is proposed to reconstruct the structures which are in bad condition. In addition, new structures are proposed as per requirement of the farmers. ii. Provision is made to install measuring devices in main channels, branch channels and minors for improving operation. Further, with the proposed improvements in channel infrastructure and operation, it is expected that there will not be violation of cropping pattern by the farmers.

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Chapter 2. Hydrology

Extract from the further report of the Krishna Water Disputes Tribunal (KWDT)-I, the concerned paras related to allocation of water for Raya and Basavanna Channels and Vijayanagar channels are reproduced below

-“Raya channel and Basavanna Channel both of which take water directly from the Tungabhadra Dam on the right side. 12.06 TMC of water (out of which 5.71 TMC is protected and 6.35 TMC is held as worth consideration by the Tribunal) has been allocated in respect of all the Vijayanagar Channels of the state of Karnataka including Raya and Basavanna Channels.”

“Further as per the final orders of Tribunal (KWDT-1), under the Clause IX (E), 7 TMC of water from Tungabhadra reservoir is earmarked for Raya and Basavanna channels and an allocation of 2 TMC was made by way of assistance through other regulated releases / discharges for Vijayanagar Channels other than Raya and Basavanna channels in a water Year.”

As regard the provision made in KWDT-II is concerned, the order of the tribunal (KWDT-II) contained in volume–IV of the Report (Page 800 to 811) did not mention anything on the above decision of KWDT-I.

As for as the suggestion to carry out water available studies at the off take points of these channels, it is to report as under

The Tungabhadra Board, maintains the water account in details by bringing out Annual Report furnishing there with the Performance of Tungabhadra Reservoir for each water year in a form of statement showing the 10 daily inflows to Reservoir and corresponding outflows (drawals) by Karnataka state and Andhra Pradesh and publishing it as working table for operation of Tungabhadra reservoir for the each water year.

The performance of Tungabhadra reservoir for each water year (from June to May) contains the 10 daily inflow to the reservoir and drawals by Karnataka state and Andhra Pradesh for the different canal systems of Tungabhadra Project.

From the above, extract of Abstract from performance of Tungabhadra reservoir is enclosed as “Statement showing the year wise details of inflows, outflows (Utilisation) under different canal system of Tungabhadra project (Karnataka portion) for the period (water year) from 1990-91 to 2009-2010 separately vide Annexure 2.1

From the above Annexure 2.1, the RR (River Releases) under column 7 has been further bifurcated for VNC (Vijayanagar Channels) and RDS (Rajolibanda Diversion Scheme) in the Annexure 2.2 enclosed

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Karnataka Neeravari Nigam Limited Modernisation of Vijayanagara Channels in Tungabhadra Project here with. Thus the actual drawals (Utilisation) from Tungabhadra reservoir for Raya, Basavanna canals and Vijayanagar Channels have been worked out and indicated under column 7 of Annexure 2.2. It may be seen from the column 7 that an average of 6.80 TMC being utilized in a water year for Vijayanagar Channels system (including Raya, Basavanna canal).

From the above para’s it may be concluded that the water available for these Vijayanagar channels at the off take points (Releases from Tungabhadra Dam) is much more than the proposed/estimated crop water requirement of 5.80 TMC on Modernisation of Vijayanagar channels in Tungabhadra project . 2.1. Water availability

The Vijayanagar channels system consists of 16 channels with the physical area (average) of 11154 ha. The Krishna Water Disputes Tribunal (KWDT) - 1, in its award has allocated 12.05 TMC annually as committed utilization.

Out of the above 16 channels, two channels namely Raya and Basavanna channels gets the water through gated sluices provided in the right side of the T B Dam.

For the remaining 14 channels, the release of water is through weirs/anicuts/runoff across them.

Government of Karnataka has carried out two performance appraisal of Tungabhadra reservoir for the years 1976 – 77 to 2005-06. The result of appraisal shows that Vijayanagara channels get their due share of allocated water.

Further, the return flow from main channels of Tungabhadra project and Vijayanagara channels contributes sufficiently to the downstream section of Tungabhadra River.

Thus with the proposed utilization in Vijayanagara channels, there will be sufficient water in the river to feed these channels.

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Chapter 3. Reservoir

As the report pertains to Modernisation of Vijayanagar Channels and does not involve reservoir, the above chapter is not discussed.

Chapter 4. Weir/Anicut

There are 12 no’s of Anicuts and the details are enclosed separately. Vijayanagar channels are being fed from the anicuts constructed in the earlier days for providing irrigation. These anicuts were constructed during the regime of Vijayanagar empires. They have been constructed using huge boulders and set in Zig- Zag manner without any kind of mortar for bond. Due to this, the anicuts are subject to leakage of water exacerbated by the displacement of boulders during high floods. Over a period of time, the system has deteriorated and needs urgent attention and improvements. The farmers of Vijayanagar channels are demanding improvements to anicuts.

The improvements proposed to anicuts are:

5. Providing 200 mm thick skin wall encasement to the anicut and grouting. 6. Providing anchor rods at every 1m interval on upstream and downstream of anicut for a width of 5 M all along the length. 7. Providing concrete toe walls on both ends 8. Formation of approach roads to the anicuts wherever required from the nearest road.

The details of the channels system are tabulated below:

4.1. Vijayanagara Channels

The Irrigation schemes comprising 17 Nos of anicuts across Tungabhadra river together known as Vijayanagara Channels were implemented during Vijayanagara dynasty to provide irrigation facilities. Out of these, Vallabhapur and Hoskote anicuts were submerged in the backwaters of Tungabhadra reservoir. In order to cater to the command of Vallabhapur and Hoskote anicuts, one vent of size 1.8 m X 3.6 m is constructed in the reservoir as a permanent sluice and these commands are fed through Raya and Basavanna channels. A total of 12.06 TMC has been allocated by the tribunal to Vijayanagara channels with a break up of 5.71 TMC as protected utilisation and 6.35 TMC as worth consideration.

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As per clause IX - E of KWDT award, 7 TMC of water from Tungabhadra reservoir is earmarked for Raya and Basavanna channels. An allocation of 2 TMC was made by way of assistance through other regulated discharges other than Raya and Basavanna channels from Tungabhadra reservoir.

In the 1993 master plan, an allocation of 12.05 TMC is made for the Vijayanagara channels without channel wise breakup and river assistance.

The revised Master plan of 2003 has an allocation of 5.80 TMC for all the 16 Vijayanagara channels.

The Government of Karnataka is proposing the modernization of these Channels to improve the channel efficiency thereby saving 6.25 TMC of water. 4.2. Details of Channel Systems

Table 4.1 – Table showing Location details of Channel system Distance d/s Name of the Name of weir & Name of No of TB Dam in Remarks channel length in Km stream Km Bellary District (on right side of river) 1. Basavanna Vallabhapur Submerged in Channel takes off Tungabhadra directly from reservoir Tungabhadra dam on right side 2. Raya Hosakote --do-- --do- 3. Bella Hosur-0.602 Tungabhadra 2.4 Channel utilizes seepage from higher level channels 4. Kalaghatta Drainage channel Halla 8

5. Turtha Turtha 3.048 Tungabhadra 16

6. Ramsagar Ramsagar 2.042 --do-- 28.8

7. Kampli Kampli anicut --do~ 30.4 0.94 8. Belagodahal Drainage Halla 35.2 Channel utilizes channel seepage from higher level channels 9. Siruguppa Siruguppa 1.95 Tungabhadra 80 Consists of 7 bits.

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Distance d/s Name of the Name of weir & Name of No of TB Dam in Remarks channel length in Km stream Km 10. Deshnur Deshnur 0.96 ~do-- 80

Koppal District (on left side of river) 11. Koregal Channel takes off Submerged in directly from Koregal Tungabhadra Tungabhadra Left reservoir Bank Channel 12. Hulugi Hulugi - 0.518 Tungabhadra 2.4 18. Shivapura Shivapura - 0.17 do 8 19. Anegundi Sanapur - 0.518 do 16 20. Upper Gangavathi Upper do 27.2 Gangavathi0.78

21. Lower Gangavathi Lower Gangavathi do 30.4 0.45 Raichur district 22. Bichal Bichal - 1.192 do 137.6

Table 4.2 – Table showing Hydraulic details of Channel system Length of Cropped No. Name of the Channel Offtake Channel area in Ha in Kms On right bank of TB River 1 Raya Channel 27.74 2855 Tungabhadra Dam 2 Basavanna Channel 16.50 1447 Tungabhadra Dam 3 Bella Channel 5.50 741 Hosur Anicut 4 Kalaghatta Channel 7.020 349 Drainage channel 5 Turtha Channel 18.69 1171 Turtha anicut 6 Ramasagar Channel 15.50 1024 Ramasagar Anicut 7 Kampli Channel 23.550 894 Kampli Anicut 8 Belagodahala 11.220 328 Drainage channel 9 Deshnur Channel 9.03 815 Deshnur Anicut 10 Siruguppa Channel 10.85 1344 Sirguppa Anicut On left bank of TB River 11 Hulugi Channel 10.69 419 Hulugi anicut 12 Shivapura Channel 6.54 717 Shivapura anicut

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Length of Cropped No. Name of the Channel Offtake Channel area in Ha in Kms 13 Anegundi Channel 19.44 1359 Sanapur anicut 14 Gangavathi upper Channel 9.00 1363 Upper Gangavathi anicut 15 Gangavathi lower Channel 9.54 1141 Lower Gangavathi anicut 16 Bichal Channel 14.50 276 Bichal Anicut 16243 Ha

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Chapter 5. Land Potential

5.1. Culturable Command area

a) Originally adopted with basis

The Vijayanagar channels are the oldest, dating back to 17th century. It is observed that the CCA and net irrigable area are not arrived at scientifically. As such, the existing CCA is considered.

b) Basis for fixing CCA

i. The general topographical maps of Survey of India (scale 1:50,000)

ii. Survey conducted the area plotted on a scale 1:15,000 conforming availability of land

iii. Based on village maps

iv. Actual atchkat attained at present under the outlets

Over the last few centuries of cultivation and irrigation, the farmers have been growing different crops. However, for the present proposal, the irrigated area has been arrived at taking 20 years average of actual cultivation which works out to the physical area as 11154.00 Ha and cropped area as 16243.00 Ha

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Chapter 6. Cropping pattern and Crop Water Requirement

6.1. Details of Pre –Project / Original cropping pattern

The existing cropping pattern of Vijayanagar channels are as detailed below

Table 6.1 –Existing (Pre modernization) Cropping Pattern

The physical area (CCA) of each channel of Vijayanagar channel system is as per the register maintained by the Tungabhadra Project Authorities. The cropped area under each channel for a period of 20 years (1990-91 to 2009-10) as per records available in the Tungabhadra project has been considered for the studies. The minimum cropped area of each channel during the last 20 years has been considered as cropping pattern for pre-modernization period.

Unit : Area in ha Bi seasonal Phy. Khariff Rabi Name of No Area Sugar Total canal Garden (CCA) Paddy Jowar Paddy Groundnut cane

1 Basavanna 1240 311 135 66 310 281 9 1113 2 Raya 2226 501 163 446 243 1349 78 2780 3 Bella 600 67 64 10 130 381 58 710 4 Kalaghatta 237 69 68 7 98 43 6 291 5 Turtha 931 175 42 109 110 119 545 1100 6 Ramasagar 673 202 91 248 215 2 96 854 7 Kampli 620 241 38 67 0 218 109 673 8 Belagodahala 210 89 12 74 44 12 65 296 9 Sirguppa 764 316 97 201 161 180 54 1008 10 Deshnur 478 141 6 104 30 312 26 619 Total 7979 2112 717 1332 1340 2897 1046 9443 11 Hulugi 265 170 12 0 10 0 48 241 12 Shivapura 403 120 2 116 13 0 29 280 13 Anegondi 789 389 5 182 316 10 177 1078 Upper 14 775 666 0 134 53 43 45 941 Gangavathi Lower 15 667 590 0 49 165 51 12 867 Gangavathi 16 Bichal 276 13 0 13 0 170 79 275 Total 3175 1949 19 493 557 274 390 3682 Total Area 11154 4061 735 1825 1896 3171 1436 13125

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It may be seen from the table that against a physical area of (CCA) 11,154 ha, the minimum cropped area of the Vijayanagar channel system works out to 13,125 ha. Thus the crop intensity of 117.67% could be achieved in pre- modernization period.

The overall cropping pattern of Vijayanagar channel system during pre-modernization period is as below:

Season/Crop Cropped area in ha % of cropped area Khariff 1. Paddy 4056 30.9 2. Jowar 735 5.6 Rabi 1. Paddy 1824 13.9 2. Groundnut 1903 14.5 Perennial (Bi-seasonal) 1. Sugarcane 3176 24.2 2. Garden (Banana) 1431 10.9 Total 13,125 100.00 6.2. Details of Post –Modernisation/ proposed cropping pattern Table 6.2 – Proposed (Post modernization) cropping pattern

The physical area (CCA) of each channel of Vijayanagar channel system is as per the register maintained by the Tungabhadra Project Authorities. The cropped area under each channel for a period of 20 years (1990-91 to 2009-10) with slight modification has been considered for the studies. The average cropped area of each channel during the last 20 years has been considered as cropping pattern for post- modernization period.

Phy. Khariff Rabi Bi seasonal No Name of canal Area Total (CCA) Paddy Jowar Paddy Groundnut Sugarcane Garden 1 Raya 2226 441 1285 250 429 400 50 2855 2 Basavanna 1240 100 740 20 388 170 29 1447 3 Bella 600 70 396 14 127 80 54 741 4 Kalaghatta 237 30 172 10 102 15 20 349 5 Turtha 931 110 461 75 165 100 260 1171 6 Ramasagar 673 98 440 75 276 50 85 1024 7 Kampli 620 152 301 152 125 60 104 894 8 Belagodahala 210 41 112 35 83 17 40 328 9 Sirguppa 764 165 476 202 381 90 30 1344 10 Deshnur 478 188 224 121 217 55 10 815 Total 1395 4607 954 2293 1037 682 10968 11 Hulugi 265 91 129 82 77 20 20 419 12 Shivapura 403 190 176 117 202 2 30 717

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Phy. Khariff Rabi Bi seasonal No Name of canal Area Total (CCA) Paddy Jowar Paddy Groundnut Sugarcane Garden 13 Anegundi 789 234 417 128 450 6 124 1359 Upper 14 775 217 453 195 412 56 30 1363 Gangavathi Lower 15 667 164 404 170 317 48 38 1141 Gangavathi 16 Bichal 276 13 140 9 4 60 50 276 Total 909 1719 701 1462 192 292 5275 Total Area 11154 2304 6326 1655 3755 1229 974 16243

It may be seen from the above table that against a physical area of (CCA) 11,154 ha, the average cropped area of the Vijayanagar channel system works out to 16,243 ha. Thus the crop intensity of 145.6% could be achieved in post- modernization period.

The overall cropping pattern of Vijayanagar channel system during post-modernization period is as below:

Season/Crop Cropped area in ha % of cropped area Khariff 3. Paddy 2304 14.18 4. Jowar 6326 38.95 Rabi 3. Paddy 1655 10.19 4. Groundnut 3755 23.12 Perennial (Bi-seasonal) 3. Sugarcane 1229 7.57 4. Garden (Banana) 974 6.00 Total 16,243 100.00

6.2.1. Field application efficiency

The Channel network of Vijayanagara Channel system is partially lined leaving a major portion unlined.

Now, to optimize utilization of water, it is proposed to line the entire Channel system (from main Channel to field irrigation channels). The crop water requirements are calculated using “Modified Penman Method” considering the field application efficiency as 85 % of ponded crops and 65 % for non ponded crops and conveyance efficiency as 75%.

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Table 6.3–Table showing the breakup of Irrigation efficiency No Type of Efficiency Ponded Non ponded Conveyance efficiency of Channel system upto out let 75% 75% Field application efficiency 85% 65% Overall Irrigation efficiency 0.75 x 0.85 0.75 x 0.65 =0.4875 =0.6375 Say 64 %. Say 49 %.

Water requirement for crops under the scheme is calculated as per Modified Penman’s method for the present notified area by considering the overall irrigation efficiency of 64% for ponded crops and 49% for non ponded crops. 6.3. Assessment of Crop Water Requirement

The crop water requirement is computed based on Modified Penman’s method. The method consists of computing evapotranspiration of crop (ETc) using the formula;

ETc = Kc x ET0

Where Kc - Crop coefficient

ET0 - Potential evapotranspiration

The ET0 values of Bellary station are considered for calculation as notified by Indian Meteorological Department, PPSR - 136 and is tabulated below.

No Month ET0 1. Jan 115.1 2. Feb 128.5 3. Mar 170.9 4. Apr 180.9 5. Jul 155.7 6. May 194.8 7. Jun 167.0 8. Aug 152.8 9. Sep 138.4 10. Oct 123.4 11. Nov 106.0 12. Dec 104.0

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6.4. Crop Water Requirement

The main objective of Modernisation of Vijayanagar channels is to improve efficiency of the channel system. Minimize water losses and to establish savings of water. The crop water requirement are calculated based on modified Penman’s method considering Hydrometerological data of Bellary and weighted average rainfall of the atchkat. The Vijayanagar channel was allocated 12.05 TMC of water as per the actual utilisation. Now the proposed utilisation is 5.80 TMC resulting in a savings of 6.25 TMC. For Details regarding calculation of water requirements of crops refer Annexure 6.1 to 6.4.

Table 6.4 –Demand Table

Khariff Rabi Bi seasonal

No Total Total m3/sec m3/sec WR in TMC in TMC WR Jowar Paddy Paddy Garden Garden Name of canal of canal Name Peak discharge discharge Peak Phy. Area (CCA) (CCA) Area Phy. Sugarcane Sugarcane Groundnut

1 Raya 2226 441 1285 250 429 400 50 2855 1.75 1.03 2 Basavanna 1240 100 740 20 388 170 29 1447 0.81 0.45 3 Bella 600 70 396 14 127 80 54 741 0.37 0.24 4 Kalaghatta 237 30 172 10 102 15 20 349 0.19 0.1 5 Turtha 931 110 461 75 165 100 260 1171 0.82 0.47 6 Ramasagar 673 98 440 75 276 50 85 1024 0.66 0.34 7 Kampli 620 152 301 152 125 60 104 894 0.75 0.36 8 Belagodahala 210 41 112 35 83 17 40 328 0.24 0.12 9 Sirguppa 764 165 476 202 381 90 30 1344 1.09 0.48 10 Deshnur 478 188 224 121 217 55 10 815 0.64 0.31 Total 1395 4607 954 2293 1037 682 10968 3.90 11 Hulugi 265 91 129 82 77 20 20 419 0.36 0.16 12 Shivapura 403 190 176 117 202 2 30 717 0.57 0.27 13 Anegundi 789 234 417 128 450 6 124 1359 0.96 0.48 Upper 14 775 217 453 195 412 56 30 1363 1.05 0.48 Gangavathi Lower 15 667 164 404 170 317 48 38 1141 0.89 0.4 Gangavathi 16 Bichal 276 13 140 9 4 60 50 276 0.18 0.11 Total 909 1719 701 1462 192 292 5275 1.90 Total Area 11154 2304 6326 1655 3755 1229 974 16243 5.80

6.5. Results

It is seen that channel wise allocation of water was not made. An overall allocation of 12.05 TMC of water was made in the Master plan considering the present water utilization.

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Table 6.5 –Savings Achieved Utilisation as per Existing Allocation Penman’s Savings SI No Unit Method (With lining) after (During 1993) achieved modernization 1 In MCM 341.36 164.44 177.00 2 In TMC 12.05 5.80 6.25

As seen from the above table, the savings achieved after Modernisation of the Vijayanagara Channels is 6.25 TMC. (Refer Annexure 6.4 for Crop water requirement tables)

6.6. Conclusions

6.6.1. Achieving required savings

It is seen from the above table, the savings achieved after Modernisation of the Vijayanagara Channels is 6.25 TMC.

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Chapter 7. Pissiculture

Pissiculture is being carried out in Basavanna Channel by Tungabhadra Board (Govt. of India). Pissiculture is not being carried out in other channels.

Chapter 8. Horticulture

The garden crop viz Banana is only grown in the command area.

Chapter 9. Domestic and Industrial water supply etc.

Domestic water supply scheme to the tune of 25 MLD is in operation supplying water to Hospet town from Basavanna Channel. A small quantity of 3.7 MLD is being supplied to Mariyammanahalli Village.

No water from the channel systems is being used for industrial purposes.

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Chapter 10. Demand Table

Phy. Peak Khariff Rabi Bi seasonal WR in No Name of canal Area Total discharge TMC (CCA) Paddy Jowar Paddy Groundnut Sugarcane Garden m3/sec 1 Raya 2226 441 1285 250 429 400 50 2855 1.75 1.03 2 Basavanna 1240 100 740 20 388 170 29 1447 0.81 0.45 3 Bella 600 70 396 14 127 80 54 741 0.37 0.24 4 Kalaghatta 237 30 172 10 102 15 20 349 0.19 0.1 5 Turtha 931 110 461 75 165 100 260 1171 0.82 0.47 6 Ramasagar 673 98 440 75 276 50 85 1024 0.66 0.34 7 Kampli 620 152 301 152 125 60 104 894 0.75 0.36 8 Belagodahala 210 41 112 35 83 17 40 328 0.24 0.12 9 Sirguppa 764 165 476 202 381 90 30 1344 1.09 0.48 10 Deshnur 478 188 224 121 217 55 10 815 0.64 0.31 Total 1395 4607 954 2293 1037 682 10968 3.90 11 Hulugi 265 91 129 82 77 20 20 419 0.36 0.16 12 Shivapura 403 190 176 117 202 2 30 717 0.57 0.27 13 Anegundi 789 234 417 128 450 6 124 1359 0.96 0.48 14 Upper Gangavathi 775 217 453 195 412 56 30 1363 1.05 0.48 15 Lower Gangavathi 667 164 404 170 317 48 38 1141 0.89 0.4 16 Bichal 276 13 140 9 4 60 50 276 0.18 0.11 Total 909 1719 701 1462 192 292 5275 1.90 Total Area 11154 2304 6326 1655 3755 1229 974 16243 5.80

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Chapter 11. Impact of Modernisation

11.1. Upstream and Downstream Projects

As the Modernisation is proposed for channel system resulting in savings of water, there will be no negative impact on the upstream and downstream projects. In fact, the modernization has positive impact enabling to take up Upper Bhadra Project (UBP) out of the savings in the Channels and meeting requirement of UBP to an extent of 6.25 TMC.

Chapter 12. Interstate aspects

KWDT-1 has made enblock allocation. Scheme-wise allocation is made in 1993 Master plan and revised Master plan of 2002.

As per the revised Master Plan of 2002, an allocation of 12.05 TMC is made for all the Vijayanagara channels without any break-up of channel wise allocation and river assistance vide Annexure 12.1

The revised Master plan of 2003 has allocated 5.80 TMC for all the 16 Vijayanagara channels.

The Government of Karnataka is now proposing to modernize these Channels to improve the efficiency and effectiveness of them thereby saving 6.25 TMC of water. Supply of 5.80 TMC to these channels as per crop water requirement will be ensured.

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Chapter 13. Channel system

13.1. Preamble

The Vijayanagar channels are one of the oldest canal system built in India by the Vijayanagar Dynasty which ruled the Deccan Plateau for nearly 100 – 150 years. This dynasty ruled between 15th and 16th century AD. The said canals supposed to have been built around 15th Century (about 450-500 years back). As such, no records on designs and other technical data of channels are available. This has necessitated that detailed surveys had to be conducted in order to arrive at Modernization activities to be undertaken.

13.2. Survey of channel system

All Levels are based on GTS Bench Mark, located at the top of step of Vaikuntam IB having value 500.416 m above MSL.

Fig 13.1 – Survey work in progress

Double tertiary fly leveling has been carried out from GTS bench mark using Automatic level and Temporary benchmarks have been established enroute.

TBMs are established at every 1 Km on the existing permanent structures like buildings, Km stones, Sheet rocks, Survey boundary stones adjacent to the channels.

A detailed strip survey along the existing channel has been carried out by taking L-sections and Cross sections at every 30 m intervals.

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Cross section levels are taken at closer intervals to get the true shape of channel section in the water prism which is required to design the channels. The levels are extended up to 15 m beyond the edge of service road. All the planimetric features are collected for a corridor width of 30 m along the alignment and in addition, cross sections are taken at structures.

13.3. Site Inventory and survey of channels and structures

Field reconnaissance survey along the existing channel network is carried out in order to identify the take off point, alignment, various constraints along the existing channels, accessibility, topography, terrain, soil formation including crops that are being cultivated.

The bigger channels are the Raya and the Basavanna channels. These channels take off from the Tungabhadra dam and other channels take off from pick up weirs (PUWs) i.e Anicuts on Tungabhadra river.

Anicuts have been constructed with huge boulders / cut stones dumped or set in zigzag manner. The existing rip-rap boulders are having lot of voids which cause leakage of water and displacement of boulders during high floods. Most of the channels take off from such PUWs across Tungabhadra river and no head regulators or control structures exist. Actually, the Vijayanagara channels is a run-of- the river scheme. Therefore, it is necessary to construct head regulators and measuring structures on the channels which are absent. It is observed that the PUWs need major repairs.

Improvements to anicuts are a long felt desire of ayacutdars of Vijayanagara channels. In order to make use of the run off from the river effectively, it is proposed to take up repairs of existing anicuts.

Irrigation under Vijayanagara channels has a long history. The anicuts and channel systems were constructed during the regime of Vijayanagara Empire and are still in operation. With passage of time, the system has deteriorated needing improvements which are critically needed.

A brief description of all the points observed during site visits is as follows;

 The alignment of both Raya and Basavanna channels generally run through Municipal area of the Hospet town where the urban development has taken place right up to the channel boundary and in certain places, the channel land has also been encroached. The used water, filth including the drainage is let into the channels at several locations and the water appears to be contaminated.

 Photographs of select locations along channels showing the above observations are furnished as below.

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1. The channel water being extensively used by the people residing adjacent to the channel for the purpose of bathing, washing, cattle feeding etc. It has also been reported that some of the people drink the water on account of which several water-bourne diseases have been reported.

Fig 13.2 – Figure showing untidy channels

2. Several inlets in the form of well-constructed pipelines, open channels etc., has been directly linked to the channel and as such at several locations, the channel functions as either a seepage disposal point or drainage line.

Fig 13.3 – Channel used as disposal point

3. In most of the locations, the channel has been aligned in restricted right of way due to presence of huge rocks and boulders.

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4. Some of the sections of the channel have been laid using size stone masonry and concrete, but these are all limited to the town limit.

Fig 13.4 – Channel reaches with size stone masonry lining

5. Substantial seepage has been noticed from the channel at several locations due to poor maintenance.

Fig 13.5 – Damage due to seepage and poor maintenance

6. While reptiles such as snakes and crocodiles have been noticed in the channel water and on the banks.

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Fig 13.6 – Crocodile in the reaches of Raya channel Fig 13.7 – Snake found in the initial reache of Belagodahala channel

7. Thick vegetation growth has been noticed at several locations along the channel within the water spread area.

Fig 13.8 – Thick vegetation around the Channel

8. Most of the structures are deteriorated.

9. The entire channel network lacks proper crossing and connection. The service roads are heavily damaged and it is difficult to carry out the inspection of the channel.

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Fig 13.9 – Damaged Service road Fig 13.10 – Poor crossing structure

10. Channel water happens to be the lifeline for most of the villages en-route since there is no dedicated water supply for meeting their day to day domestic water requirement.

Fig 13.11 – Channel flowing full Fig 13.12 – Service road

11. The surface soil is generally black cotton. However, murrum, gravel and hard rock are also encountered at select locations

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Fig 13.13 –Banana plantation Fig 13.14 –Sugarcane plantation

12. Banana, sugarcane and paddy are the major crops in the command area.

13. Certain channels run in deep cut.

14. There are no proper sign boards or indicative marks, km stones, hectometer stones, chainage stones etc. along the channel.

13.4. Review of capacity of existing channel and distribution system.

13.4.1. Original design

The Channels have been constructed during the period of Vijayanagara kingdom about 400 years ago. As such, the channels designed and constructed are outdated in terms of water delivery service (reliability, flexibility and equity) due to inadequate maintenance and low efficiency.

13.4.2. Present capacity

The Channel systems being unlined are utilizing 12.05 TMC for irrigating 16,241.00 Ha (both Khariff and Rabi) of cropped area. The command area is 11,154.00 Ha.

13.4.3. Design of revised section (lined)

The Channels Raya and Basavanna take off from Tungabhadra Dam and all other channels except Kalghatta and Belgodhal take off from anicuts. The Raya channel runs for about 27.7 Kms and joins Turtha channel at Km 4.0. There is a separate sluice at Km 2.5 of Raya Channel to fulfill the shortage of water to Bella channel. The Bella Channel runs for about 5.55 Kms and joins Kalghatta channel at 0.2

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Km. The Kalghatta channel runs for about 7.02 Km and joins Turtha channel at K m 0.7. The Turtha channel runs for about 18.69 Km and joins Ramasagar channel at Km 1.4. The Ramsagar channel runs for about 15.5 km and joins Kampli channel. The Kampli channel runs for about 23.55 Kms and joins Belgodhal channel.

The Raya channel is designed by considering its peak discharge as per Modified Penman Method plus 10% extra for rush irrigation including discharges of downstream channels like Bella, Turtha, Ramsagar and Kampli. Likewise, the downstream channels Bella, Kalghatta, Turtha, Ramsagar and Kampli are designed for peak discharge plus 10% for rush irrigation.

Belgodhal and Basavanna channels are also designed considering Modified Penman method plus 10% extra for rush irrigation.

The Channels on left side of Tungabhadra river runs parallel to the Left Bank Main Channel (LBMC) namely Hulugi, Shivpura, Anegundi, Gangavathi Upper, Gangavathi Lower, and Bichal. There are number of direct Inlets to these Channels. The Channels are designed for peak discharge obtained from Modified Penman Method plus 10% rush irrigation requirement.

Based on this, channel sections are designed reach wise considering the existing bed gradient with Rugosity coefficient (n) of 0.018 for concrete lined channels. Inlets are proposed based on the site conditions and surplussing weirs are proposed at defined nalas. Refer Annexure 13.1 for particulars of channel system

13.5. Identification of the reaches needing improvements

A reconnaissance survey was carried out along with the officials of the department to assess the condition of channels and structures. Looking at the poor state of the channel infrastructure, modernization estimate is prepared incorporating dismantling and reconstruction of dilapidated structures and providing concrete lining throughout the length of the channel to enable conveyance of water to tail ends of the channel and to prevent seepage losses, thereby save water.

13.5.1. Lining

The channels are under operation for more than 400 years providing irrigation for two seasons. Due to the operation of channels for two seasons in a year, it has lost its shape in several stretches due to scouring effect and also accumulation of silt over a period. This has resulted in reduction in the velocity of water. On account of this, it is difficult to convey water to the tail end areas during irrigation season. As a result,

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Karnataka Neeravari Nigam Limited Modernisation of Vijayanagara Channels in Tungabhadra Project standing crops at the tail end are not getting enough water. In order to mitigate this problem, water is being allowed into the channels for saving standing crops during both seasons. Hence, it is necessary to redesign the channel section with concrete lining. This will also help in improving the efficiency in the channel system and achieve the desired savings in water. To have uniform quality of concrete lining and for better compaction, mechanical paver lining is proposed where the bed width is more than 1.20 M from practical considerations of availability of mechanical pavers. For other reaches where bed width is less than 1.2 M, manual concrete lining is proposed. The lining has been proposed for entire length upto free board level with concrete coping on either side for a width of 0.30 M. Since the channels are running in black cotton soils area which is having swelling nature, CNS layer is proposed below concrete lining as per BIS.

13.5.2. Strengthening and stabilization of banks

The works of strengthening and stabilization of banks are proposed wherever required as per site conditions.

13.6. Preparation of capacity statement

No assessment has been made regarding the discharges in the channels as channel system is very old and infrastructure is not in good condition.

13.7. Need for remodeling / distribution system

The distribution systems of all the channels are not in good condition. Hence, remodeling of distribution system with concrete lining is proposed.

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Chapter 14. Power

14.1. Power status

No proposal for generation of electrical power is envisaged in the modernization project.

14.2. Modernization / upgrading proposal

No power generation is proposed in the 16 channels of Vijayanagara Channels and as such there will be no impact on the existing Power generation of Tungabhadra Reservoir.

Chapter 15. Navigation

The proposal is to modernize the existing channel system and as the channels are small ones in terms of carrying capacity, navigation is not considered in this project.

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Chapter 16. Groundwater

Dynamic groundwater resources of Karnataka – March 2009 is published by joint efforts put by Department of Mines and Geology, Govt of Karnataka and Central Groundwater Board, South Western Region, Bangalore during Dec 2010. The report mainly provides groundwater resources available in Karnataka.

The details of Groundwater resources pertaining to Vijaynagar Channels is as follows: 16.1. Depth of Groundwater level

As per assessment, the depth of Groundwater for Pre monsoon and Post monsoon is as follows:

Table 16.1 – Table showing depth of Groundwater for Pre monsoon and Post monsoon Average Average Pre Post Average Assessment Command/Non Rainfall in monsoon No monsoon fluctuation Unit command mm water level water level (m) (mbgl) (mbgl) 1. 4D3A3 Command 666.7 - - - Non Command 666.7 - - - 2. 4D3A8 Command 612.6 - - - Non Command 612.6 5.94 3.21 2.73 3. 4D3C2 Command 682.6 - - - Non Command 682.6 - - - 4. 4D3F2 Command 721.8 - - - Non Command 721.8 - - -

Note: Delineation and codification of watersheds

The delineation of watersheds has been done in 5 stages. For ex: 4D3A3 indicates 4 as water resource region, D indicated basin code, 3 indicate catchment code, A indicates sub catchment code and 3 indicate watershed code.

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16.2. Assessment of Groundwater potential in the command area

As per assessment the groundwater potential is as follows:

Table 16.2 – Table showing Administrative wise assessment of Dynamic Groundwater resources Administrative wise assessment of Dynamic Groundwater resources in ha-m

No season season recharge discharge availability Name of Name Taluk Net annualNet GW Name ofName District Total GW Annual monsoon season sourcesduring Non- Provision natural for Recharge from Recharge other fromRecharge other during Non- monsoon Recharge from Recharge rainfall from Recharge rainfall during season monsoon sourcesduring monsoon Command/Non command 1. Raichur Raichur Command 712 467 302 645 2126 213 1913 Non Command 3502 399 1501 759 6160 609 5552 Total 4214 866 1802 1405 8287 821 7465 2. Koppal Gangavathi Command 1453 15607 790 14336 32186 3219 28968 Non Command 1765 503 836 614 3718 244 3474 Total 3218 16110 1626 14951 35904 3463 32442 3. Bellary Sirguppa Command 2231 7729 1309 4827 16097 1610 14487 Non Command 323 791 164 695 1974 197 1776 Total 2553 8521 1473 5523 18070 1807 16263 4. Bellary Hospet Command 1520 4176 826 2412 8935 894 8042 Non Command 1408 173 787 260 2629 263 2366 Total 2929 4349 1614 2673 11564 1156 1048 As per administrative assessment of unit wise categorization is as follows:

Table 16.3 – Table showing administrative assessment of unit wise categorization Pre Monsoon Post Monsoon W

No Category command Stage of G Is there Is a there Is a Name of Name Taluk Command/Non Name ofName District development (%) development (%) Water level trendlevel Water trendlevel Water significantdecline significantdecline 1. Raichur Raichur Command 50 No decline No No decline No Safe Non Command 73 No decline No No decline No Safe 2. Koppal Gangavathi Command 11 No decline No No decline No Safe Non Command 120 Declining Yes Declining Yes OE 3. Bellary Sirguppa Command 70 No decline No No decline No Safe 4. Bellary Hospet Command 19 No decline No No decline No Safe Non Command 57 No decline No No decline No Safe *OE – Over Exploited

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16.3. Quality of Groundwater

The information on ground water quality with respect to Vijayanagara channels are briefed below:

As per hydro chemical data of N.H.S of May 2003 in the district E.C.values range from 730-2870 micro mhos /cm at 25°c is recorded. Chloride is in the range of 43 to639 mg/l and floride in the range of 0.6 to 2.7 mg/l as based on the Bureau of Indian standards recommendations for drinking water the water E.C having less than 750 micro mhos/cm at 25°C is desirable and unsuitable more than3000 micro mhos/cm at 25°C.The concentration of fluoride is distributed in the district in the range of 1.0 to1.5 mg/l up to maximum of 2.7 mg/l. The desirable limits for drinking purposes are less than 1 ppm. The concentration beyond 1 ppm is unsuitable, noticed as pockets in Gangavathi and Kushtagi taluks.

16.4. Assessment of possible impact on Groundwater

Due to Modernisation of the existing canal system under Vijayanagara Channels, the possible impact on Groundwater is negligible.

16.5. Conjunctive use of surface and groundwater

By adopting Conjunctive use of surface and Groundwater, the entire command of all the canals can be irrigated with use of optimal quantity of water thereby helping to save water.

With this, the farmers can arrest further water logging menace in the command of the canals.

The conjunctive use of the ground water particularly in tail end area will also help in supplementing the canal irrigation by which entire command area could be served with 5.80 TMC thus saving about 6.25 TMC of water.

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Chapter 17. Drainage and land reclamation

17.1. Review of drainage

The drainage system is sufficient to drain the water and no water logging, soil salinity and alkalinity has been noticed. Anyway, it is recommended to propose surface drainage, water logging and such measures.

In the command area of 11154 ha under Vijayanagara channel system, an area of 340 ha is affected by water logging, salinity and alkalinity. The Command Area Development Authority (CADA) of Tungabhadra project has taken up the reclamation of these water logged area. This area has been reclaimed which can be brought under cultivation with the proposed crop intensity of 145.6%.

17.2. Type of reclamation

17.2.1. Field drains

As curative and preventive measures to water logging and salinity problems, field drains treatment is given which drains of excess water and lowers the salt concentration in the root zone and thus helps to improve the crop yields. The field drains has been taken up in various programs.

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Chapter 18. Land acquisition, Rehabilitation and Resettlement

18.1. Land acquisition, Rehabilitation / Resettlement

Since the proposal is Modernization of the existing canal system (already in practice for more than 400 years), no acquisition of lands is envisaged.

The Vijayanagar channels do not have any reservoir which leads to submersion. Hence, question of Rehabilitation and Resettlement (R&R) does not arise.

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Chapter 19. Water management and maintenance

The majority of the cultivated area belongs to small land holders. This is due to the increase in number of families over the years depending on the same piece of land which is shared among the families. The farmers generally own bullocks to plough the farm land. But the use of tractors, power tillers and tractor- trailers are gradually increasing in the farm work in recent years.

The responsibility of the water management has been handed over to the Water User’s Cooperative Societies (WUCS) formed in the villages of the command area by the Tungabhadra CADA, Munirabad.. However, water Resources Department i.e. with CADA of Tungabhadra project, will be responsible for water distribution and maintenance of the channel system.

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Chapter 20. On farm development works

20.1. Command Area Development Authority

The Command area of Vijayanagar channels comes under the jurisdiction of Tungabhadra Command Area Development authority. The functions of CADA are;

 Preparation of plans and programs for the development of command area.  Distribution of agricultural implements and inputs such as ploughs, seeds, pesticides etc  Conducting farm trials and demonstration of new technologies in the agricultural field  Conserving and developing soil fertility  Equitable distribution of water to the entire command  Effective utilisation of surface water  Providing financial assistance through cooperative societies, banks etc.

20.1. Organization setup of On Farm Development

On farm development works are taken up by CADA, Tungabhadra Project with the assistance of officers of concerned departments’ viz., Water Resources Department, Agriculture Department and Co-operative Department.

20.1.1. Land leveling

The land leveling works were initially carried out by concerned farmers with subsidy grant and technical assistance from CADA. Now, no subsidy grant is being provided, however, technical guidance is continued to be provided.

20.1.2. Field Irrigation Channels (FICs)

In many parts of paddy growing area, use of field-to-field irrigation or katcha field channels is in practice. In order to ensure timely and equitable distribution of water to each field and feed the water to the tail-end farmers in the command area, construction of pakka Field Irrigation Channels (FICs) in vulnerable stretches have been constructed by CADA Tungabhadra Project.

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20.1.3. Construction of field drains

The field drains are also being executed in the command area with the Central Assistance. The field drains to serve as drainage area is 25% of the total command area i.e. 4,060 ha. Necessary provision is made in the estimate for construction of field drains.

20.1.4. Warabandi

To ensure equitable distribution of water to all the lands under each outlet of the command area, Warabandi system is to be brought into practice. In this system, each farmer gets water turn by turn for a fixed time-interval proportionate to the extent of his land. For efficient and satisfactory water management, Wireless Communication System has been established by CADA Tungabhadra project.

20.1.5. Ayacut roads

The ayacut roads in the command area of Vijayanagara channels are very old. The new ayacut roads wherever essential as demanded by farmers is constructed by CADA Tungabhadra project.

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Chapter 21. Construction programme

The construction program is planned in a phased manner to be executed without affecting the irrigation.as shown in table below;

Table 21.1 – Implementation program of Modernization of Vijayanagara channels Name of the Channel Phases Remarks 1. Raya Phase – I during Nov-Dec -- 2. Basavanna closure period 3. Bella 4. Kalghatta 5. Turtha 6. Ramsagar 7. Kampli 8. Belgodhal 1. Bella Phase – II during Apr-Jun Anicut works are taken up 2. Turtha closure period in Phase II due to lean 3. Ramasagar flow in Tungabhadra river 4. Kampli during April to June. 5. Deshnur Anicuts in Phase I 6. Shirguppa Channels are taken up 7. Hulugi under Phase II. 8. Shivpura 9. Anegundi 10. Upper Gangavathi 11. Lower Gangavathi 12. Bichal

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Chapter 22. Construction organization 22.1. Organization setup for modernization The Vijayanagar channels come under the control of Chief Engineer, ICZ, Munirabad. The hierarchical structure of the controlling officers is as follows:

Chief Engineer Irrigation Central Zone Munirabad

Superintending Engineer Superintending Engineer Executive Engineer TBP Circle Tungabhadra Channel QC Division Munirabad Construction Circle Munirabad Yarmarus

Asst.Executive Engineer Executive Engineer Executive Engineer Executive Engineer Executive Engineer Q.C Sub Division No 1 T.R. Division No 2Channel Division No 6Channel Division No 5Channel . Division Munirabad Munirabad Oddarahatti Bellary Yarmarus

Asst. Executive Engineer Asst. Executive Engineer Asst.Executive Engineer Asst. Executive Engineer No.2Low level Channel Sub RDS Sub Division Vijayanagara Channel Sub Q.C Sub Division Division Gilesgur Camp division, Kamalapura Sirguppa Bellary

Asst. Executive Engineer Asst. Executive Engineer No.1Channel Sub Division No.2TR Sub Division Oddarahatti camp Agalkera

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Table 22.1 shows the Engineering divisions in charge of the channels. Table 22.1 – Divisions in- charge of the channels

No. Name of the channel Name of the division

On right bank of TB river 1 Raya channel 2 Basavanna Channel Executive Engineer 3 Bella Channel No.1 T.R.Division, 4 Kalghatta Channel Munirabad 5 Turtha Channel 6 Ramasagar Channel 7 Kampli Channel 8 Belagodahala 9 Deshnur Channel Executive Engineer, No.6 Channel Division, 10 Siruguppa Channel Bellary On left bank of TB river 11 Hulugi Channel 12 Shivapura Channel Executive Engineer, 13 Anegundi Channel No.6 Channel Division, 14 Gangavathi upper channel Oddarahatti 15 Gangavathi lower channel 16 Bichal Channel Executive Engineer, No.5 channel Division Yermarus Except in the case of Raya and Basavanna channels, where water is let out through a vent, in the case of other channels, the water flows into channel system continuously and the maintenance is carried out by the irrigation department.

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Chapter 23. Environment, Ecology and Forest aspects

Since the proposal is Modernization of the existing canal system (already in practice for more than 400 years,) there will be no effect on the Environment and Ecology of the area. No acquision is envisaged and no forest lands are involved. 23.1. World Heritage Zone

Hampi and its surroundings are located in the buffer zone area of Hampi heritage site which is declared as one of the world heritage center. Any activity of improvement or development are needs to be in sync with its world heritage regulation .Turtha channel (0.00 to 8.00 Km) and Anegundi channel (0.00 to 19.44 Km ) runs in this buffer zone area and as such in order to abide by the regulations, these channels are provided with stone pitching (above FSL) instead of cc lining as per the guidelines of the Archeological Survey of India and also Hampi World Heritage Area Management Authority (HWHAMA).

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Chapter 24. Economic Evaluation

24.1. For Channels

The estimate is prepared based on the designed section and cut-off statement of the channel. Provisions made are as follows:

 CC lining of 80 mm thickness is proposed using mechanical pavers where the channel bed is more than 1.2 m.  Manual lining is proposed where the channel bed width is less than 1.2 m.  CNS backing is provided as the stratum met with is of B C soil as per BIS.  Provision of lugs and template walls as per standards  Improvement of service road  Improvement of inspection path.  Removal of silt.  Earthwork excavation in ordinary soil.  Constructing uncoursed rubble masonry  Tarfelt expansion joint for CC lining  Perforated GI pressure relief pipes for pressure relief arrangement  Hectometer, kilometre and boundary stones.

24.2. For Structures

 Earthwork excavation in ordinary soil  M10 , 40 mm CC for foundation  M15, 40 mm CC for abutment.  M15, 20 mm CC for sub structure  M20 , 20 mm for Deck slab, kerb and wearing coat for bridges  Provision for steel reinforcement  Provision for stone pitching

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An estimate for Rs.403.22 Crores is prepared for various works envisaged in the project with the following provisions. The cost estimate is based on the latest schedule of rates of WRD, Bangalore (2013 -14). This includes 25% extra weightage for closure period as provided in the SR. The total cost of modernization is classified into different sub-heads shown below;

A. PRELIMINARY

A provision of Rs.174.59 lakhs is made for charges towards consultancy services viz, detailed survey, investigation, Preparation of DPR etc and other preliminary works as required for the project.

B. LAND

No provision is made in the estimate towards land acquisition.

C. WORKS (ANICUT)

There are 11 anicuts. These anicuts are constructed using huge boulders in a Zig Zag manner. Due to constant wear and tear during the last 400 years of existence, the boulders have been displaced and huge leakages are noticed.

It is proposed to strengthen the anicut by providing cement concrete M 20 skin wall encasement.

The provisions made are as follows:

 Providing anchor rods  Provision for curtain grouting  Providing skin wall to the entire length of anicut  Providing contraction joint  Providing concrete toe walls on both ends  Formation of approach roads to anicuts wherever required from the nearest road.

In addition, provision for coffer dam to facilitate unhindered repair works is made.

A provision of Rs. 6126.33 lakhs is made for Improvements of 11 anicuts. This involves providing anchor rods to the bed and skin walls with CC M 20 throughout the length and width of the weir.

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D. REGULATORS AND MEASURING DEVICES

A provision of Rs. 2919.56 lakhs is made towards Repair/Reconstruction/new construction of head regulators, Cross Regulators and measuring devices under main Channel and its networks. The details are as follows:

No of Structures Name of the Name of No Dismantling & Channel Structures Construction Reconstruction 1. Raya Head Regulator Cross Regulator 1 Measuring Device 1 DPO 2 50 2. Basavanna Head Regulator 1 Cross Regulator 2 Measuring Device 1 DPO 42 3. Bella Head Regulator 2 Cross Regulator 1 Measuring Device 1 Distribution box 1 DPO 2 10 4. Kalghatta Head Regulator Cross Regulator Measuring Device 1 DPO 29 5. Turtha Head Regulator Cross Regulator 3 Measuring Device 1 DPO 40 6. Ramsagar Head Regulator 1 Cross Regulator 2 Measuring Device 1 DPO 20 8 7. Kampli Head Regulator Cross Regulator 1 Measuring Device 1 DPO 34 4 8. Belgodhalla Head Regulator Cross Regulator Measuring Device 1 DPO 21 8 9. Sirguppa Head Regulator Cross Regulator 2 2 Measuring Device 1 DPO 2 0 10. Deshnur Head Regulator Cross Regulator 4

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No of Structures Name of the Name of No Dismantling & Channel Structures Construction Reconstruction Measuring Device 1 DPO 14 11. Hulugi Head Regulator Cross Regulator Measuring Device 1 DPO 55 12. Shivpura Head Regulator Cross Regulator 1 Measuring Device 1 DPO 1 23 13. Anegundi Head Regulator Cross Regulator 1 Measuring Device 1 DPO 54 14. Gangavathi Head Regulator 3 Upper Cross Regulator 1 Measuring Device 1 DPO 26 15. Gangavathi Head Regulator 3 Lower Cross Regulator 1 1 Measuring Device 1 DPO 29 16. Bichal Head Regulator Cross Regulator 1 Measuring Device 1 DPO 10 E. FALLS

A provision of Rs. 152.27 lakhs is made towards construction of channel drops for different channels and also construction of chambers for linked channels, where the higher level channel joins the lower level channel.

No Name of the Name of No of Structures Channel Structures Construction Dismantling & Reconstruction 1. Raya Canal drop 9 2. Basavanna Canal drop 7 3. Bella Canal drop 4. Kalghatta Canal drop 1 5. Turtha Canal drop 7 6. Ramsagar Canal drop 7. Kampli Canal drop 8. Belgodhalla Canal drop

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9. Sirguppa Canal drop 10. Deshnur Canal drop 11. Hulugi Canal drop 1 12. Shivpura Canal drop 1 13. Anegundi Canal drop 2 14. Gangavathi Canal drop Upper 15. Gangavathi Canal drop 1 Lower 16. Bichal Canal drop F. CROSS DRAINAGE WORKS

A provision of Rs. 912.10 lakhs is made towards construction of inlets with CC M15 and under tunnels.

No Name of the Name of No of Structures Channel Structures Constructi Dismantling & on Reconstruction 1. Raya Inlet 2 Undertunnel 2 1 2. Basavanna Inlet 2 Undertunnel 2 2 3. Bella Inlet 4 Undertunnel 4. Kalghatta Trough 2 Undertunnel 5. Turtha Inlet Undertunnel 6. Ramsagar Inlet 11 Undertunnel 7. Kampli Inlet 9 Trough 2 8. Belgodhalla Inlet 2 Undertunnel 9. Sirguppa Inlet Undertunnel Super passage 1 10. Deshnur Inlet Undertunnel 11. Hulugi Inlet 2 Undertunnel 12. Shivpura Inlet 6 Undertunnel 1 13. Anegundi Inlet 10 Undertunnel 2 14. Gangavathi Inlet 13 Upper Undertunnel 15. Gangavathi Inlet 3 1

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Lower Undertunnel 16. Bichal Inlet Undertunnel G. BRIDGES

A provision of Rs.1960.48 lakhs is made towards construction of Cart Track Crossings/ Village road bridges with deck slab of CC M20, Foot Bridges and Sopanams.

No of Structures Name of the No Name of Structures Dismantling & Channel Construction Reconstruction 1. Raya Cart track Crossing 12 7 Major Road Bridge 1 Village road bridge 3 Foot bridges 1 Sopanams 1 2. Basavanna Cart track Crossing 7 Village road bridge 3 Foot bridges 1 Sopanams 6 3. Bella Cart track Crossing 1 4 Village road bridge 1 2 Foot bridges 1 Sopanams 1 Cattle ramp 3 4. Kalghatta Cart track Crossing 1 7 Village road bridge 2 Foot bridges 1 Sopanams 5. Turtha Cart track Crossing 7 Village road bridge Foot bridges Sopanams 2 Cattle ramp 1 6. Ramsagar Cart track Crossing 6 4 Village road bridge Foot bridges Sopanams Cattle ramp 1 7. Kampli Cart track Crossing 20 16 Village road bridge 3 2 Foot bridges 15 5 Sopanams 3 8. Belgodhalla Cart track Crossing 12 4 Village road bridge 1 Foot bridges 1 Sopanams

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Karnataka Neeravari Nigam Limited Modernisation of Vijayanagara Channels in Tungabhadra Project

No of Structures Name of the No Name of Structures Dismantling & Channel Construction Reconstruction 9. Sirguppa Cart track Crossing 2 3 Village road bridge Retaining Wall 1 Sopanams 1 10. Deshnur Cart track Crossing 4 4 Road bridge 1 Foot bridges Sopanams 11. Hulugi Cart track Crossing 8 Village road bridge 1 Foot bridges 1 Sopanams 12. Shivpura Cart track Crossing 2 Village road bridge 5 Foot bridges Sopanams 13. Anegundi Cart track Crossing 2 9 Village road bridge 1 Foot bridges Sopanams 5 Cattle ramp 3 1 14. Gangavathi Cart track Crossing 6 Upper Village road bridge 1 Foot bridges Sopanams 6 15. Gangavathi Cart track Crossing 4 Lower Village road bridge Foot bridges Sopanams 16. Bichal Cart track Crossing 11 Village road bridge Foot bridges Sopanams H. ESCAPES

A provision of Rs.561.84 lakhs is made towards construction of Escapes, relieving weirs, and scouring sluices with CC M15.

No of Structures Name of the Name of No Dismantling & Channel Structures Construction Reconstruction 1. Raya Escapes 2 Relieving weirs Scouring sluices 1 3 2. Basavanna Escapes

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Karnataka Neeravari Nigam Limited Modernisation of Vijayanagara Channels in Tungabhadra Project

No of Structures Name of the Name of No Dismantling & Channel Structures Construction Reconstruction Relieving weirs 1 Scouring sluices 2 3. Bella Escapes Relieving weirs 1 Scouring sluices 1 4. Kalghatta Escapes Relieving weirs Scouring sluices 1 5. Turtha Escapes 2 Relieving weirs 1 Scouring sluices 1 6. Ramsagar Escapes 2 Relieving weirs 1 Scouring sluices 7. Kampli Escapes Relieving weirs Scouring sluices 5 1 8. Belgodhalla Escapes Relieving weirs Scouring sluices 3 3 9. Sirguppa Escapes Relieving weirs Scouring sluices 1 10. Deshnur Escapes Relieving weirs Scouring sluices 2 11. Hulugi Escapes 1 Relieving weirs Scouring sluices 7 12. Shivpura Escapes Relieving weirs Scouring sluices 1 13. Anegundi Escapes 5 Relieving weirs 2 7 Scouring sluices 14. Gangavathi Escapes 1 Upper Relieving weirs Scouring sluices 1 15. Gangavathi Escapes 1 Lower Relieving weirs Scouring sluices 1 16. Bichal Escapes Relieving weirs Scouring sluices

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I. NAVIGATION WORKS

No provision is made in the estimate as there is no navigation needs.

J. POWER PLANT CIVIL WORKS

No provision is made in the estimate as no power generation is involved.

K. BUILDINGS

A provision of Rs.155.00 lakhs is made in the estimate.

L. EARTHWORK, LINING AND SERVICE ROAD (MAIN CHANNEL)

A provision of Rs.20621.53 lakhs is made for 16 Nos channels of total length 215.93 Km towards earthwork, lining and service road for main channels and its networks. CC mechanical paver lining of 80 mm thick is proposed where the bed width is greater than 1.2 m and for other reaches 75 mm thick manual lining with M15 grade is proposed. At every 15 m interval, CC template walls are proposed. Provision of CNS backing is made as the soil met with is of black cotton soil which is expansive in nature..

M. PLANTATION

A provision of Rs.67.95 lakhs is made for plantation on either side of the main channel at 15 m c/c. The rate per Km works out to Rs. 31,500/-

N. TANKS AND RESERVOIRS

No provision is made in the estimate as it is not applicable to the current project.

O. MISCELLANEOUS

No provision is made in the estimate.

P. MAINTENANCE

A provision of Rs.391.41 lakhs is made towards maintenance at 1% of the cost of I – works less A, B,O,M,P,Q and X as per CWC guidance. This covers the cost of maintenance of roads and other structures during the period of construction.

Q. SPECIAL TOOLS AND PLANTS

A provision of Rs.40.46 lakhs is made in the estimate.

R. COMMUNICATIONS

No provision is made in the estimate.

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S. POWER PLANT AND ELECTRICAL MECHANICAL SYSTEM

No provision is made in the estimate.

T. WATER SUPPLY WORKS

No provision is made in the estimate.

U. DISTRIBUTARIES MINORS AND SUB-MINORS

A provision of Rs. 5454.41 lakhs is made for modernization of 64.92 Kms of distributory networks and 161 Kms of minors coming under Vijayanagara channels. Provision of CNS backing with 75 mm thick manual CC lining of grade M15 is made in the estimate.

V. WATER COURSES

No provision is made in the estimate.

W. DRAINAGE

A provision of Rs.277.76 lakhs is made towards construction of drains as two of the channels namely Raya and Basavanna runs in part of municipal area.

X. ENVIRONMENT AND ECOLOGY

No provision is made in the estimate.

Y. LOSSES OF STOCK

A provision of Rs.97.85 lakhs is made in the estimate at 0.25% of the cost of I – works less A, B,O,M,P,Q and X as per CWC guidance.

Z. PROVISION FOR POWER GENERATION

No provision is made in the estimate.

TOTAL OF I - WORKS – 39913.55 LAKHS

II. ESTABLISHMENT CHARGES

No provision is made in the estimate.

III. TOOLS AND PLANTS

A provision of Rs. 9.12 lakhs is made in the estimate

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IV. SUSPENSE

No provision is made in the estimate.

V. RECEIPTS AND RECOVERIES ON CAPITAL ACCOUNT

No provision is made under this sub head.

TOTAL DIRECT CHARGES

The total direct charges from the above sub head works out to Rs. 39922.67 lakhs. INDIRECT CHARGES

A. Audit and accounts charges (1% of I – Rs 399.23 lakhs has works) been made in this sub head

B. Miscellaneous unforeseen works and rounding of

TOTAL INDIRECT CHARGES

Total indirect charges as mentioned above Rs. 403.21 lakhs.

GRAND TOTAL = 40321.89 LAKHS

SAY 403.22 CRORES

Refer Annexure 24.1 for General Abstract

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ABSTRACT COST FOR MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT

(Rs. In Lakhs)

Sl. No Particulars UNIT I UNIT II Headworks Canal Total (Anecuts) Works I Direct Charges of Works 1 A - Preliminaries 174.59 174.59 2 B - Land - - 3 C - Works 6126.33 - 6126.33 4 D - Regulator 2919.56 2919.56 5 E - Falls 152.27 152.27 6 F - Cross Drainage Works 912.10 912.10 7 G - Bridges 1960.48 1960.48 8 H - Escapes 561.84 561.84 9 I - Navigation works - - 10 J - Power plants and Civil Works - - 11 K - Buildings 155.00 155.00

12 L - Earthwork

L1 - Lining 20621.53 20621.53 L2 - Service Road 13 M - Plantation 67.95 67.95 14 N - Tank and Reservoirs - - 15 O - Miscellaneous - - P - Maintenance (1% of cost of I - works except A,B,M,O,Q 16 61.26 330.15 391.41 and X) 17 Q - Special Tools and plants 40.46 40.46 18 R - Communication - - 19 S - Power plant and Electrical systems - - 20 T - Watersupply works - - 21 U - Distributories and Minors 5454.41 5454.41 22 V - Water Courses and Field Channels - - 23 W - Drainage 277.76 277.76 24 X - Environment and Ecology - - Y - Loss of stocks and unforseen (0.25% of cost of I - works 25 15.32 82.54 97.85 except A,B,M,O,Q and X) Total of I - Works 6202.91 33710.64 39913.55

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(Rs. In Lakhs)

Sl. No Particulars UNIT I UNIT II Headworks Canal Total (Anecuts) Works

II Establishment charges -

III Small Tools & Plants 9.12 9.12 IV Suspens - - V Reciepts & Recoveries on capital accounts deductions - - Total Direct charges 6202.91 33719.76 39922.67 INDIRECT CHARGES

b)Audit and Account charges (1% of cost of I works) 62.03 337.20 399.23

Total Indirect charges 62.03 337.20 399.23 TOTAL DIRECT AND INDIRECT CHARGES 6264.94 34056.96 40321.89 Grand Total Say Rs 403.22 Crores

Chief Engineer KNNL, Irrigation Central Zone Munirabad

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Chapter 25. Administrative and Legislative provisions

25.1. Administrative set up

The present administration is under the Department of Water resources. It is oriented more towards engineering aspects and is headed by one Chief Engineer (Irrigation Central zone). There are two circles with four divisions and five sub-divisions to monitor the canal system. This department is responsible for construction, maintenance of all structures within the command area and the canal system. In the past few years, WUAS (Waters Users Association Society) named as Water Users Cooperative Society (WUCS) are set up at the village / tank level. However, it is found that even after formation of the WUCS, there has been low impact on the overall operation and maintenance of canal system.

Presently water demands are being done by the Water Resources Dept. /Nigam and the collection is being done by WUCS. After registration of WUCSs, the Asst. Executive Engineer will issue the demand notice to the WUCS and the societies will collect the charges and remit to the Govt. /Nigam as per the notification of the Govt.

25.2. Legal status & Policy framework

The construction and O & M of the Vijayanagar channels are governed by various Government policies, which include:

1. Karnataka Irrigation Act - 1965 2. Karnataka Community based Integrated Tank System Management Act – 2002

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Chapter 26. Facilities for training the operational and maintenance personnel

26.1. Existing

No facilities for training the O& M personal have been noticed. 26.2. Proposals for improvement and extension

26.2.1. Institution framework

The water User’s Association needs to be constituted at the beginning of the implementation of the scheme involving all the direct and indirect beneficiaries. This association shall function within the rules, regulations and the byelaws of the society. There should be an organizing committee of the society and should contain representative of all the sections of the beneficiaries with due representation to various sections such as SC/ST, women, labour, backward class people etc. A proper training for management of its finance is of utmost importance. The Programme / mechanism needs to be provided to make them aware of and be informed to upgrade their managerial skill by way of various courses, training, discussions etc. The society should run on a transparent basis with its finance being audited duly by the competent authority of the year. The Government agencies should in their advisory capacity provides the society with technical inputs.

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Chapter 27. Operation and Maintenance

27.1. Training and Visit system

The Karnataka State Agricultural Department has taken up the training and visit system (T&V) of extensions in the entire State of Karnataka. Under this system, the training programs have been conducted by the Assistant Directors of Agriculture of concerned taluk, with the assistance of village extension workers and progress would be reported to Principal Agriculture Officer. One village extension worker covers 400 farmer families. The village extension worker will conduct regular contact programme once in fortnight. The Department will also conduct regular workshops for every two months to educate farmers on agronomy, land protection, introduction of new technology in the agricultural field etc.

In addition to the above, department has responsibility of proper distribution of subsidized seeds and pesticides through agro centers and private agencies.

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Chapter 28. B C Ratio

28.1. Benefit Cost ratio

The Benefit Cost Ratio (BCR) of the Modernisation of Vijayanagara channels has been prepared as per the guidelines of Central Water Commission (CWC).

The Benefit cost ratio is worked out to 1.65

While calculating BCR, following have been considered.

28.1.1. Estimated value of produce before channel modernization

The yield of the crops, rate, and particulars of input i.e. seeds; fertilizers and pesticides and hired laborers have been taken into account. Thus the net value of the produce is arrived at Rs. 4159.28 lakhs.

28.1.2. Estimated value of produce after channel modernization

After completion of channel Modernisation, to achieve increased production of crops, the cropping pattern has been revised taking into consideration of water availability, soil conditions, present agricultural practice including farmer’s attitude to grow the suggested cropping pattern.

Similarly, the yield of the crops, rate, and particulars of input i.e. seeds; fertilizers and pesticides and hired laborers have been taken into account. The net value of the produce after Modernisation is arrived at Rs.11899.78 lakhs. The increase in the yield of the crops after completion of Modernisation of Vijayanagara channels, following factors contribute in the increased agricultural activities and thereby increase in the yield.

1. Seepage / wastage are minimised, thereby ensuring the supply of sufficient water to the tail end achkat. 2. Proper and quick distribution and timely supply is assured.

The calculation of B.C. Ratio is appended in Annexure 28.1

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Figures are in Rs lakhs

Before After A Gross Receipts Modernisation Modernisation 1 Gross value of farm produce 17355.35 25870.56 2 Dung receipts(at 30%of the fodder expenditure) 780.99 776.12 3 Total A : Gross Receipts(1+2) 18136.34 26646.68 B EXPENSES: 1 Expenditure on seeds 1048.89 688.09 2 Expenditure on manure etc. 5170.33 4305.61 3 Expenditure on hired labour(human and bullock) 3471.07 5174.11 4 Fodder expenses(as percentage of gross value of produce) (15% ,10% of item A.1) 2603.30 2587.06 5 Depriciation on implements (2.7% of Item A.1) 468.59 698.51 6 Share and cash rent (5% 3% of Item A.1) 867.77 776.12 7 Land Revenue (2% of Item A.1) 347.11 517.41 8 Total B : Expenses (1 to 7) 13977.06 14746.89 C NET VALUE OF PRODUCE 1 Total gross receipts(Total A.3) 18136.34 26646.68 2 Minus total expenses (Total B.8) 13977.06 14746.89 3 Net value of produc © : [1-2] 4159.28 11899.78 D ANNUAL BENEFITS: 1 Net value after irrigation (C:3) 11899.78 2 Minus Net value before irrigation (C:3) 4159.28 3 Net annual benefits (D):[1-2] 7740.50 TOTAL NET ANNUAL BENEFITS (D3) 7740.50 E ANNUAL COSTS Intrest on Capital @10% ( Esimated total cost of the project 1 including cost of land development @ Rs.1000/- per Ha) (Rs 4048.44 40322.00 Lakhs + 16.24 Lakhs)

Depreciation of the project at 1 % of the cost of the project 2 for 100 years life excluding cost of Land, R&R 403.22 cost.(40322.00 Lakhs x 1%)

3 Annual operation and maintenance charge at Rs. 1175/ ha 190.86 Maintainance of the Head works at 1% its cost 4 61.26 (Improvements to anicuts) 5 Total (E):Annual costs (1 to 4) 4703.78 BENEFITS COST RATIO = D 3 : Annual Benefits 7740.50/4703.78 E.5: Annual cost 1.65

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Karnataka Neeravari Nigam Limited Modernisation of Vijayanagara Channels in Tungabhadra Project

MODERNISATION OF VIJAYANAGAR CHANNELS IN TUNGABHADRA PROJECT ESTIMATED VALUE OF PRODUCE BEFORE MODERNISATION

Input Seed Manure (Input) Hired Labour (Human & Value of Rate bullock) Area Produce produce Crop % Area per Qtl. Amount Ha (Qtls/Ha) ( Rs Quantity Rate Rate Amount (Rs (Rs) (Rs lakhs) Kg/Ha Rs/Kg Rs/Ha Lakhs) Lakhs) 20% of total value of produce (Rs Lakhs) 1 2 3 4 5 6 7 8 9 10 11 12 Khariff Paddy 30.90 4056 60 1979.00 4815.65 60.00 24 58.40 40000 1622.25 963.13 Hy. Jowar 5.60 735 20 2615.00 384.41 60.00 24 10.58 23000 169.05 76.88 Rabi Paddy 13.90 1824 60 1979.00 2166.26 60.00 24 26.27 40000 729.75 433.25 Groundnut 14.50 1903 20 6009.00 2287.18 100.00 41 78.03 23000 437.72 457.44 Bi seasonal Sugarcane 24.20 3176 60 2540.00 4840.61 7500.00 3 714.66 39000 1238.74 968.12 Garden (Banana) 10.90 1431 100 2000.00 2861.25 2250.00 5 160.95 68000 972.83 572.25 TOTAL 100.00 13125 17355.35 1048.89 5170.33 3471.07

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MODERNISATION OF VIJAYANAGAR CHANNELS IN TUNGABHADRA PROJECT ESTIMATED VALUE OF PRODUCE AFTER MODERNISATION Input Seed Manure (Input) Hired Labour (Human & Rate per Value of bullock) Area Produce Amount Crop % Area Qtl. produce Quantity Rate Rate Amount 20% of total Ha (Qtls/Ha) (Rs (Rs) ( Rs lakhs) Kg/Ha Rs/Kg Rs/Ha (Rs Lakhs) value of Lakhs) produce (Rs Lakhs) 1 2 3 4 5 6 7 8 9 10 11 12 Khariff Paddy 14.18 2304 75.0 1979.00 3419.71 60.00 24 33.18 30000 691.20 683.94 Hy. Jowar 38.95 6326 50.0 2615.00 8271.11 60.00 24 91.09 20000 1265.18 1654.22 Rabi Paddy 10.19 1655 75.0 1979.00 2456.43 60.00 24 23.83 30000 496.50 491.29 Groundnut 23.12 3755 25.0 6009.00 5640.80 100.00 41 153.95 22000 826.08 1128.16 Bi seasonal Sugarcane 7.57 1229 120.0 2540.00 3745.38 7500.00 3 276.48 36000 442.37 749.08 Garden (Banana) 6.00 974 120.0 2000.00 2337.12 2250.00 5 109.55 60000 584.28 467.42 TOTAL 100.00 16243 25870.56 688.09 4305.61 5174.11

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Conclusion

The Vijayanagara channels comprising of 16 channels are in existence for over 400 years. These channels are very old and unlined. Due to lack of adequate maintenance, the channels have lost their shape and the infrastructure is a bad state. Tail end farmers are not getting adequate water. This is resulting in inequity, low productivity. There is dire need to modernize the channels for bringing down the over utilization in a scientific way and for improving water delivery service (reliability, flexibility and equity). Furthermore, due to many factors such as unlined channels, excessive seepage losses, over use of water, cropping pattern etc, the existing channel system is utilizing excess water for irrigation. The master plan of 2003 has recommended modernizing these channels thereby effectively bringing down the utilisation.

The report is prepared considering the above factors and proposal with estimate is prepared with the objective to bring down the utilisation from 12.05 TMC. It is now seen that, on modernization and reworking out crop water requirements as per Modified Penman Method, there is a savings of 6.25 TMC.

The total cost of proposed modernization is Rs. 403.22 Crores based on current WRD Bangalore SR of 2013-14 & PWD Bellary Circle SR of 2013-14 and the B.C. ratio works out to 1.65. Hence the project is technically and financially viable. The DPR is submitted for administrative approval and technical sanction.

Chief Engineer KNNL, Irrigation Central Zone Munirabad

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ABSTRACT COST FOR MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT

(Rs. In Lakhs)

Sl. No Particulars UNIT I UNIT II Headworks Canal Total (Anecuts) Works I Direct Charges of Works 1 A - Preliminaries 174.59 174.59 2 B - Land -- 3 C - Works 6126.33 - 6126.33 4 D - Regulator 2919.56 2919.56 5 E - Falls 152.27 152.27 6 F - Cross Drainage Works 912.10 912.10 7 G - Bridges 1960.48 1960.48 8 H - Escapes 561.84 561.84 9 I - Navigation works -- 10 J - Power plants and Civil Works -- 11 K - Buildings 155.00 155.00 12 L - Earthwork L1 - Lining 20621.53 20621.53 L2 - Service Road 13 M - Plantation 67.95 67.95 14 N - Tank and Reservoirs -- 15 O - Miscellaneous -- P - Maintenance (1% of cost of I - works except A,B,M,O,Q 16 61.26 330.15 391.41 and X) 17 Q - Special Tools and plants 40.46 40.46 18 R - Communication -- 19 S - Power plant and Electrical systems -- 20 T - Watersupply works -- 21 U - Distributories and Minors 5454.41 5454.41 22 V - Water Courses and Field Channels -- 23 W - Drainage 277.76 277.76 24 X - Environment and Ecology -- Y - Loss of stocks and unforseen (0.25% of cost of I - works 25 15.32 82.54 97.85 except A,B,M,O,Q and X) Total of I - Works 6202.91 33710.64 39913.55 (Rs. In Lakhs)

Sl. No Particulars UNIT I UNIT II Headworks Canal Total (Anecuts) Works

II Establishment charges -

III Small Tools & Plants 9.12 9.12 IV Suspens -- V Reciepts & Recoveries on capital accounts deductions - - Total Direct charges 6202.91 33719.76 39922.67 VI INDIRECT CHARGES

b)Audit and Account charges (1% of cost of I works) 62.03 337.20 399.23 Total Indirect charges 62.03 337.20 399.23 TOTAL DIRECT AND INDIRECT CHARGES 6264.94 34056.96 40321.89 SOFT COMPONENET REQUIREMENTS AS PER KARNATAKA INTEGRATED AND VII SUSTAINABLE WATER RESOURCES MANAGEMENT INVESTMENT PROGRAM (KISWRMIP), TRANCHE-2 i Command Area Deveplopment 341.00 ii Flow Measurement & Telemetry system 271.00 iii Equipment and Supplies 12.00 iv Training & Consultancy Services 1 Training 188.00 2 Support Services Team for WUCs 36.00 3 Surveys and Studies a Monitoring and Evaluation 77.00 b Survey, Design and Studies 616.00 4 Support Consultants a International Consultants 106.00 b National Consultants 121.00 c Consultancy Support 30.00 v Staff Costs 634.00 vi Physical Contingencies 173.00 vii Price Contingencies 198.00 viii Interest During Implementation 123.00 ix Commitment Charges 7.00 43254.89 Grand Total 43255.00 Say Rs 432.55 Crores

Chief Engineer KNNL, Irrigation Central Zone Munirabad MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT

ABSTRACT COST FOR MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT

(Rs. In Lakhs)

Sl. No Particulars UNIT I Headworks (Anecuts)

I Direct Charges of Works 1 A - Preliminaries 2 B - Land 3 C - Works 6126.33 4 D - Regulator 5 E - Falls 6 F - Cross Drainage Works 7 G - Bridges 8 H - Escapes 9 I - Navigation works 10 J - Power plants and Civil Works 11 K - Buildings 12 L - Earthwork L1 - Lining L2 - Service Road 13 M - Plantation 14 N - Tank and Reservoirs 15 O - Miscellaneous

16 P - Maintenance (1% of cost of I - works except A,B,M,O,Q and X) 61.26

17 Q - Special Tools and plants 18 R - Communication 19 S - Power plant and Electrical systems 20 T - Watersupply works 21 U - Distributories and Minors 22 V - Water Courses and Field Channels 23 W - Drainage 24 X - Environment and Ecology Y - Loss of stocks and unforseen (0.25% of cost of I - works except 25 15.32 A,B,M,O,Q and X) Total of I - Works 6202.91 (Rs. In Lakhs)

Sl. No Particulars UNIT I Headworks (Anecuts)

II Establishment charges

III Small Tools & Plants IV Suspens V Reciepts & Recoveries on capital accounts deductions Total Direct charges 6202.91 INDIRECT CHARGES

b)Audit and Account charges (1% of cost of I works) 62.03 Total Indirect charges 62.03 TOTAL DIRECT AND INDIRECT CHARGES 6264.94 MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT

C-WORKS ABSTRACT Sl Amount Description No. Rs in Lakhs Improvements to anicuts 1 Bella Channel 386.33 2 Turtha Channel 915.86 3 Ramasagara Channel 538.61 4 Kampli Channel 425.28 5 Deshnur Channel 561.40 6 Siruguppa Channel 248.18 7 Hulugi Channel 318.78 8 Anegundi Channel 265.38 9 Upper Gangavathi Channel 1352.52 10 Lower Gangavathi Channel 532.85 11 Bichal Channel 581.15 Total Rs 6126.33 Lakhs

COST OF C-WORKS: Rs.6126.33 LAKHS MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT C-WORKS Sl.No Particulars Amount in Rupees Remarks 1. Remodelling of Structures under Bella Channel Improvements to Hosur Anicut by provision of 1 3,69,39,330/- skin walls 2 Approach road to Hosur anicut 7,25,540/- 3 Coffer dam 9,68,497/- TOTAL 3,86,33,367/- 386.33 Lakhs 2. Remodelling of Turtha Anicut Details enclosed Refer 1 Improvements to Turtha Anicut 8,72,98,143/- Volume-III of Annexure-1, Page No.3 Details enclosed Refer 2 Construction of Coffer Dam 14,10,084/- Volume-III of Annexure-1, Page No.7 Details enclosed Refer 3 Construction of Approach Road 28,77,361/- Volume-III of Annexure-1, Page No.12 TOTAL 9,15,85,588/- 915.86 Lakhs 3. Remodelling of Structures under Ramasagara Channel 1 Improvements to Anicut 4,98,28,135/- 2 Construction of Coffer Dam 14,35,111/- 3 Construction of Approach Road 25,97,503/- TOTAL 5,38,60,748/- 538.61 Lakhs 4. Remodelling of Structures under Kampli Channel 1 Improvements to Kampli Anicut 3,95,17,060/- 2 Construction of Coffer Dam 10,12,262/- 3 Construction of Approach Road 19,98,198/- TOTAL 4,25,27,520/- 425.28 Lakhs 5. Remodelling of Structures under Deshnur Channel 1 Improvements to Deshnur Anicut 5,47,32,203/- 2 Construction of Coffer Dam 14,07,370/- TOTAL 5,61,39,573/- 561.40 Lakhs 6. Remodelling of Structures under Siruguppa Channel 1 Improvements to Siruguppa Anicut 2,41,09,418/- 2 Coffer dam 7,08,435/- TOTAL 2,48,17,853/- 248.18 Lakhs Sl.No Particulars Amount in Rupees Remarks 7. Remodelling of Structures under Hulugi Channel 1 Improvements to Hulugi Anicut 80,89,585/- 2 Construction of Coffer Dam 6,66,336/- Improvements to existing walls of the 3 1,38,71,094/- Approach canal Reconstruction of Hulugi anecut (Breached 4 70,24,303/- portion) 5 Improvements to Hulugi Balancing Anicut 22,27,168/- TOTAL 3,18,78,487/- 318.78 Lakhs 8. Remodelling of Structures under Anegundi Channel 1 Improvements to Sanapur Anicut 2,55,39,606/- 2 Coffer dam 9,98,147/- TOTAL 2,65,37,753/- 265.38 Lakhs 9. Remodelling of Structures under Upper Gangavathi Channel 1 Improvements to Upper Gangavati Anicut 13,10,52,428/- 2 Construction of Coffer Dam 13,30,862/- 3 Construction of Approach Road 28,69,201/- TOTAL 13,52,52,491/- 1352.52 Lakhs 10. Remodelling of Structures under Lower Gangavathi Channel

1 Improvements to Lower Gangavathi Anicut 3,66,70,000/- Improvements to Lower Gangavathi Approch 2 1,11,49,901/- Anicut 3 Construction of side Wall to Approch Channel 37,47,075/- Construction of Causeway near Gangavathi 4 10,12,653/- Lower anicut Construction of Coffer Dam for Approch 5 1,17,507/- Anicut Construction of Coffer Dam for Gangavathi 6 5,87,535/- Anicut TOTAL 5,32,84,670/- 532.85 Lakhs 11. Remodelling of Structures under Bichal Channel 1 Improvements to Bichal Anicut 5,71,04,158/- 2 Construction of Coffer Dam 10,10,560/- TOTAL 5,81,14,718/- 581.15 Lakhs MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT

UNIT – I P – MAINTENANCE

Amount (Rs. In Lakhs) Sl. No Particulars UNIT I Headworks (Anecuts) I Direct Charges of Works

1 P - ` (1% of cost of I - works except A,B,M,O,Q and X) 61.26 MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT UNIT – I Y – LOSS OF STOCKS AND UNFORSEEN

Amount (Rs. In Lakhs) Sl. No Particulars UNIT I Headworks (Anecuts)

Y - Loss of stocks and unforseen (0.25% of cost of I - works except 1 15.32 A,B,M,O,Q and X) MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT

ABSTRACT COST FOR MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT

Amount (Rs. In Lakhs) Sl. No Particulars UNIT II Canal Works

I Direct Charges of Works 1 A - Preliminaries 174.59 2 B - Land - 3 C - Works - 4 D - Regulator 2919.56 5 E - Falls 152.27 6 F - Cross Drainage Works 912.10 7 G - Bridges 1960.48 8 H - Escapes 561.84 9 I - Navigation works - 10 J - Power plants and Civil Works - 11 K - Buildings 155.00 12 L - Earthwork L1 - Lining 20621.53 L2 - Service Road 13 M - Plantation 67.95 14 N - Tank and Reservoirs - 15 O - Miscellaneous - P - Maintenance (1% of cost of I - works except A,B,M,O,Q and 16 330.15 X) 17 Q - Special Tools and plants 40.46 18 R - Communication - 19 S - Power plant and Electrical systems - 20 T - Watersupply works - 21 U - Distributories and Minors 5454.41 22 V - Water Courses and Field Channels - 23 W - Drainage 277.76 24 X - Environment and Ecology - Y - Loss of stocks and unforseen (0.25% of cost of I - works 25 82.54 except A,B,M,O,Q and X) Total of I - Works 33710.64 Amount (Rs. In Lakhs) Sl. No Particulars UNIT II Canal Works

II Establishment charges

III Small Tools & Plants 9.12 IV Suspens - V Reciepts & Recoveries on capital accounts deductions - Total Direct charges 33719.76 INDIRECT CHARGES

b)Audit and Account charges (1% of cost of I works) 337.20 Total Indirect charges 337.20 TOTAL DIRECT AND INDIRECT CHARGES 34056.96 MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT A -PRELIMINARIES

Sl. Amount Description Remarks No. Rs in Lakhs Consultancy charges for Detailed Survey, Investigation, Preparation of Copy of designs, drawings and estimates for modernisation of Vijayanagar Agreement and a 82.59 Channels(Rs 74.88 Lakhs+ Tax @ 10.3 % Rs 7.71 lakhs) Shedule B enclosed Consultancy charges for Preparation of Detailed Project Report as per Quotation b 19.50 Central Water Commission Guidelines - 2010 enclosed

Quotation c 72.50 Consultancy charges for Detailed Survey For Preparation Of Command enclosed Area Maps, GIS Mapping For Vijayanagar Channels Command Area Consultancy charges for Cost of Project Management Consultancy and d Quality Control 0.00 TOTAL 174.59

COST OF A-PRELIMINARIES : Rs.174.59 LAKHS MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT

A -PRELIMINARIES Sl. Rate Amount Description Unit QTY No. ( Rs. Ps.) ( Rs. Ps.) I. Detailed Survey, Investigation, Preparation of designs, drawings and estimates for modernisation of Vijayanagar Channels 1 a.Concept planning Preparation of detailed concept planning for Km 212 12000.00 25,44,000/- modernisation of vijayanagara channels including revised hydrology,irrigation planning etc. as per guidelines of CWC 2 b.Alignment / Strip survey for the main canal Detailed survey of existing main canal km wise by taking L section levels at 30mts interval and including alignment plan,apex details,location of CD works. Cross sections at 30mt interval, with levels at 5mt intervl or at closer intervals in order to describe the true shape of the canal.Levels will be taken for a width of 15mt on either side of main canal duly superimposing the approved hydraulic section as per CBL and bed gradient.

3 Design and Estimates Preparation of detailed designs, drawings, cost estimates Km 212 12000.00 25,44,000/- and DTP for modernisation main canals, branch canals including structures as per approved concept planning for Vijayanagara channels. DISTRIBUTION NETWORK 4 Detailed survey of distribution system (excluding FIC's) Km 200 12000.00 24,00,000/- including taking L section, and cross sections,preparation of detailed design,drawings,cost estimates and DTP for modernisation of distribution networks under vijayanagara channels as per approved concept planning and to provide irrigation facility to 16222 Ha of command area. Sub Total = 74,88,000/- 74.88 Lakhs Add service tax at 10.3% as per GoI norms = 7,71,264/- Total = Rs 82.59 Lakhs Sl. Rate Amount Description Unit QTY No. ( Rs. Ps.) ( Rs. Ps.) II. Preparation of Detailed Project Report as per Central Water Commission Guidelines - 1 Preparation of DPR in bound volumes and submitting to MoWR/Central Water Commission for scrutiny at various Set 15 5,000.00 75,000/- directorates 2 Preparation of Km wise estimates of Main canal (216 Kms.) and Km wise estimates of Distributaries and minors covering command area of 1,120 Ha (27 Kms), which is 10% of total command area, as deliberated in DPR, to cost appraisal committee, Set 1 150000.00 1,50,000/- consisting of 216 Main canal Booklets and 27 Distributary and Minors Booklets

3 Attend to the Comments & Observations of Central Water Commission (CWC), Ministry of Water Resources (MoWR) during Scrutiny of Detailed Project Report by Concerned specialized directorates of CWC, CSMRS, Central Water Board, Ministry of Agriculture (Crop Division) & other connected departments of Govt. of India. Job 1 1400000.00 14,00,000/- Attend to the Comments and Compliance/Observations including Submission of Compliance/Clarification etc., and finally get acceptance of Technical Advisory Committee of MoWR/CWC.

4 Submission of 10 sets of hard copies and 2 sets of soft Job 1 325000.00 3,25,000/- copies for record purpose after approval of CWC. Sub Total = 19,50,000/- 19.50 Lakhs Note: Copy of quotation received from E I Technologies Pvt. Ltd. Bangalore is enclosed. Sl. Rate Amount Description Unit QTY No. ( Rs. Ps.) ( Rs. Ps.) III. DETAILED SURVEY FOR PREPARATION OF COMMAND AREA MAPS, GIS MAPPING FOR VIJAYANAGAR CHANNELS COMMAND AREA Ha 11154.0 650.00 72,50,100/- Topographical survey of the Gross Command area of Tungabhadra Project including demarcation of Main Canal, Distributary Network, FIC network already executed, preparation of C-planning map, identification of realignment of canals required if any, preparation of contours at 0.50 m interval, mosaicking the village maps falling under the 1 command area and superimposing the topographical contour/ C- planning map on th same, preparation of Tree plan and hydraulic flow diagrams and other data for GIS mapping, identification of reaches for introducing Micro-Irrigation in the command area, formation of WUC's, agriculture measures etc as required for the scheme. Preparation of maps shall also contain following details Establishing of Ground Control (GCP's) using DGPS. Survey number aqnd Hissa number of land Total land under the pahani. Land Revenue details. Land owner's name with Extent's and Khatha number. The way land is acquired by the owner Government / Public rights on the land. Liabilities of the owners on the land. Classification of the soil. Number of Trees. Source of irrigation and area irrigated. Cultivators Details. Utilization of land under Various categories. Details crops grown season wise. Details mixed crops. Canal network as GIS layer File. GPS Survey to be conducted to identify FIC network uptoThe distributory structures levelto be withidentified accuracyas of + per 5m.tree plan spatialFeatures on theof groundthe Canal, along the Design canal Detailssuch as DPO'sof the structuresDeveloping and database canal to forbe attachedthe command to attribute area. data Land parcel wise attribute information to be attached to the respective parcels. The Scale of the output maps would be around 1:50000 ( + 12m accuracy) and reduced to + 5M accuracy maps. Sl. Rate Amount Description Unit QTY No. ( Rs. Ps.) ( Rs. Ps.) Not only the gross command but also cultivable command area can be authentically brought into records by this management system. Suffering atchkiats can be reorganized by balancing 3.excess Bore and wells deficit location water. GPS survey in the command.

4. Balancing Reservoirs/MI Tanks data with attributes in the command. Sub Total = 72,50,100/- 72.50 Lakhs Note: Copy of quotation received from E I Technologies Pvt. Ltd. Bangalore is enclosed. MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT

D-REGULATORS ABSTRACT Sl Amount Description No. Rs in Lakhs Construction of Regulators and Measuring Device Coming under entire Vijayanagar Channel system(16 Nos.) 1 Raya Channel 375.36 2 Basavanna Channel 259.32 3 Bella Channel 125.52 4 Kalaghatta Channel 172.92 5 Turtha Channel 244.55 6 Ramasagara Channel 216.48 7 Kampli Channel 190.26 8 Belagodhalla Channel 117.25 9 Deshnur Channel 92.85 10 Siruguppa Channel 70.40 11 Hulugi Channel 243.68 12 Shivapura Channel 116.03 13 Anegundi Channel 289.40 14 Upper Gangavathi Channel 157.06 15 Lower Gangavathi Channel 193.86 16 Bichal Channel 54.62 TOTAL 2919.56 Lakhs

COST OF D-REGULATORS: Rs.2919.56 LAKHS MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT

D- REGULATORS / DIRECT PIPE OUTLETS ( DPOs) Sl.N Chainage in Amount in Type of structure Remarks o Km Rupees 1. Remodelling of Structures under Raya Channel Dismantling and Reconstruction of CR with 1 0 .000 95,07,200/- drop 2 Construction of Measuring Device 0.8 10,32,472/- 3 Dismantling and Reconstruction of DPO 1 .298 5,37,273/- 4 Dismantling and Reconstruction of DPO 1 .416 5,37,273/- 5 Dismantling and Reconstruction of DPO 2 .398 5,37,527/- 6 Dismantling and Reconstruction of DPO 2 .497 5,37,527/- 7 Dismantling and Reconstruction of DPO 2 .646 5,37,527/- 8 Dismantling and Reconstruction of DPO 2 .792 5,37,527/- 9 Dismantling and Reconstruction of DPO 2 .871 5,37,527/- 10 Dismantling and Reconstruction of DPO 2 .964 5,37,527/- 11 Dismantling and Reconstruction of DPO 3 .198 6,40,413/- 12 Dismantling and Reconstruction of DPO 3 .274 6,40,413/- 13 Dismantling and Reconstruction of DPO 3 .426 6,40,413/- 14 Dismantling and Reconstruction of DPO 3 .875 6,40,413/- 15 Dismantling and Reconstruction of DPO 5 .572 5,33,332/- 16 Dismantling and Reconstruction of DPO 5 .665 5,33,332/- 17 Dismantling and Reconstruction of DPO 5 .750 5,33,332/- 18 Dismantling and Reconstruction of DPO 5 .857 5,33,332/- Details enclosed Refer 19 Dismantling and Reconstruction of DPO 6 .385 3,93,083/- Volume-III of Annexure-2, Page No.30 20 Dismantling and Reconstruction of DPO 6 .493 3,95,899/- 21 Dismantling and Reconstruction of DPO 6 .671 3,95,899/- 22 Dismantling and Reconstruction of DPO 6 .769 3,95,899/- 23 Dismantling and Reconstruction of DPO 6 .937 3,95,899/- 24 Dismantling and Reconstruction of DPO 7 .171 4,43,536/- 25 Dismantling and Reconstruction of DPO 7 .778 4,43,536/- 26 Dismantling and Reconstruction of DPO 8 .090 3,95,029/- 27 Dismantling and Reconstruction of DPO 8 .251 3,95,029/- 28 Dismantling and Reconstruction of DPO 10 .845 5,13,007/- 29 Dismantling and Reconstruction of DPO 11 .150 5,14,612/- 30 Dismantling and Reconstruction of DPO 11 .360 5,14,612/- 31 Dismantling and Reconstruction of DPO 12 .032 5,14,459/- 32 Dismantling and Reconstruction of DPO 12 .704 5,14,459/- 33 Dismantling and Reconstruction of DPO 13 .588 5,63,709/- 34 Dismantling and Reconstruction of DPO 14 .702 5,61,170/- 35 Dismantling and Reconstruction of DPO 15 .433 5,61,440/- 36 Dismantling and Reconstruction of DPO 16 .946 5,61,705/- 37 Dismantling and Reconstruction of DPO 17 .307 5,62,974/- Sl.N Chainage in Amount in Type of structure Remarks o Km Rupees 38 Dismantling and Reconstruction of DPO 17 .780 5,62,974/- 39 Dismantling and Reconstruction of DPO 18 .499 5,62,782/- 40 Dismantling and Reconstruction of DPO 18 .884 5,28,473/- 41 Dismantling and Reconstruction of DPO 19 .377 5,28,473/- 42 Dismantling and Reconstruction of DPO 19 .850 5,28,473/- 43 Dismantling and Reconstruction of DPO 20 .590 5,29,451/- 44 Construction of DPO 21 .294 5,29,112/- 45 Construction of DPO 22 .104 5,62,401/- 46 Dismantling and Reconstruction of DPO 22 .725 5,62,401/- 47 Dismantling and Reconstruction of DPO 23 .883 5,62,401/- 48 Dismantling and Reconstruction of DPO 23 .900 5,62,401/- 49 Dismantling and Reconstruction of DPO 24 .270 5,63,021/- 50 Dismantling and Reconstruction of DPO 24 .929 5,63,021/- 51 Dismantling and Reconstruction of DPO 25 .348 4,54,293/- 52 Dismantling and Reconstruction of DPO 25 .960 4,54,293/- 53 Dismantling and Reconstruction of DPO 26 .330 4,55,780/- 54 Dismantling and Reconstruction of DPO 26 .340 4,55,780/- TOTAL 3,75,35,850/- 375.36 Lakhs Sl.N Chainage in Amount in Type of structure Remarks o Km Rupees 2. Remodelling of Structures under Basavanna Channel Dismantling and Reconstruction of Cross 1 0.000 29,07,145/- Regulator 2 Dismantling and Reconstruction of DPO 0.276 4,98,744/- 3 Construction of Measuring Device 0.500 3,57,464/- 4 Dismantling and Reconstruction of DPO 0.719 4,97,485/-

5 1.343 Dismantling and Reconstruction Head regulator 6,68,144/- 6 Dismantling and Reconstruction of DPO 2.932 4,97,520/- 7 Dismantling and Reconstruction of DPO 3.603 4,98,515/- 8 Dismantling and Reconstruction of DPO 3.610 4,18,248/- Dismantling and Reconstruction of Cross 9 4.716 Regulator 13,45,492/- 10 Dismantling and Reconstruction of DPO 5.200 5,78,782/- 11 Dismantling and Reconstruction of DPO 5.643 5,78,782/- 12 Dismantling and Reconstruction of DPO 6.800 5,78,782/- 13 Dismantling and Reconstruction of DPO 7.350 5,78,782/- 14 Dismantling and Reconstruction of DPO 8.155 5,78,782/- 15 Dismantling and Reconstruction of DPO 11.190 5,78,782/- 16 Dismantling and Reconstruction of DPO 11.486 5,78,782/- 17 Dismantling and Reconstruction of DPO 12.827 4,98,782/- 18 Dismantling and Reconstruction of DPO 13.094 4,98,782/- 19 Dismantling and Reconstruction of DPO 13.285 4,98,782/- 20 Dismantling and Reconstruction of DPO 13.289 4,98,782/- 21 Dismantling and Reconstruction of DPO 13.408 4,98,782/- 22 Dismantling and Reconstruction of DPO 13.504 4,98,782/- 23 Dismantling and Reconstruction of DPO 13.604 4,98,782/- 24 Dismantling and Reconstruction of DPO 13.710 4,98,782/- 25 Dismantling and Reconstruction of DPO 13.812 4,98,782/- 26 Dismantling and Reconstruction of DPO 13.934 4,98,782/- 27 Dismantling and Reconstruction of DPO 14.203 4,98,782/- 28 Dismantling and Reconstruction of DPO 14.169 4,98,782/- 29 Dismantling and Reconstruction of DPO 14.236 4,98,782/- 30 Dismantling and Reconstruction of DPO 14.242 4,98,782/- 31 Dismantling and Reconstruction of DPO 14.417 4,98,782/- 32 Dismantling and Reconstruction of DPO 14.435 4,98,782/- 33 Dismantling and Reconstruction of DPO 14.689 4,98,782/- 34 Dismantling and Reconstruction of DPO 14.706 4,98,782/- 35 Dismantling and Reconstruction of DPO 14.960 4,98,782/- 36 Dismantling and Reconstruction of DPO 15.145 4,28,650/- 37 Dismantling and Reconstruction of DPO 15.341 4,28,650/- Sl.N Chainage in Amount in Type of structure Remarks o Km Rupees 38 Dismantling and Reconstruction of DPO 15.422 4,28,650/- 39 Dismantling and Reconstruction of DPO 15.520 4,28,650/- 40 Dismantling and Reconstruction of DPO 15.658 4,28,650/- 41 Dismantling and Reconstruction of DPO 15.766 4,28,650/- 42 Dismantling and Reconstruction of DPO 15.892 4,28,650/- 43 Dismantling and Reconstruction of DPO 15.970 4,28,650/- 44 Dismantling and Reconstruction of DPO 16.044 4,28,650/- 45 Dismantling and Reconstruction of DPO 16.226 4,28,650/- 46 Dismantling and Reconstruction of DPO 16.408 4,28,650/- TOTAL 2,59,32,247/- 259.32 Lakhs 3. Remodelling of Structures under Bella Channel 1 Dismantling and Reconstruction of CR 0.184 23,04,475/- 2 Construction of Measuring Device 0.430 5,89,428/- 3 Dismantle and Reconstruction of DPO 0.664 4,51,383/- 4 Construction of DPO 1.180 4,53,835/- 5 Construction of DPO 1.479 4,52,468/- 6 Dismantle and reconstruction of DPO 3.002 4,56,283/- 7 Dismantle and reconstruction of DPO 3.177 4,48,211/- Dismantling and Reconstruction of Head 8 3.281 12,15,804/- Regulator 9 Dismantle and reconstruction of DPO 3.912 4,56,283/- 10 Dismantling and Reconstruction of Offtake 4.240 21,21,659/- 11 Dismantling and Reconstruction of DPO 4.652 4,57,581/- 12 Dismantle and reconstruction of DPO 4.759 4,57,581/- 13 Dismantling and Reconstruction of DPO 4.853 4,57,581/- 14 Dismantling and Reconstruction of DPO 5.100 4,59,164/- 15 Dismantle and reconstruction of DPO 5.115 4,59,151/- 16 Dismantle and reconstruction of DPO 5.121 4,59,151/- Dismantling and Reconstruction of 17 5.550 8,51,921/- Distribution Box TOTAL 1,25,51,961/- 125.52 Lakhs Sl.N Chainage in Amount in Type of structure Remarks o Km Rupees 4. Remodelling of Structures under Kalaghatta Channel Dismantling and Reconstruction of Offtake 1 0.014 25,00,680/- cum CTC 2 Construction of Measuring Device 0.500 4,81,822/- 3 Dismantling and Reconstruction of DPO 1.351 4,92,632/- 4 Dismantling and Reconstruction of DPO 1.474 4,92,632/- 5 Dismantling and Reconstruction of DPO 2.215 4,92,723/- 6 Dismantling and Reconstruction of DPO 2.613 4,92,723/- 7 Dismantling and Reconstruction of DPO 2.805 4,91,356/- 8 Dismantling and Reconstruction of DPO 2.850 4,92,723/- 9 Dismantle and reconstruction of DPO 3.074 4,94,010/- 10 Dismantle and reconstruction of DPO 3.178 4,94,010/- 11 Dismantle and reconstruction of DPO 3.436 4,94,010/- 12 Dismantle and reconstruction of DPO 3.727 4,88,095/- 13 Dismantle and reconstruction of DPO 3.834 4,94,010/- 14 Dismantle and reconstruction of DPO 3.923 4,94,010/- 15 Dismantling and Reconstruction of DPO 4.072 4,93,317/- 16 Dismantling and Reconstruction of DPO 4.187 4,93,317/- 17 Dismantling and Reconstruction of DPO 4.305 4,93,317/- 18 Dismantling and Reconstruction of DPO 4.437 4,93,317/- 19 Dismantling and Reconstruction of DPO 4.658 4,92,234/- 20 Dismantling and Reconstruction of DPO 4.739 4,92,234/- 21 Dismantling and Reconstruction of DPO 4.837 4,93,317/- 22 Dismantling and Reconstruction of DPO 4.843 4,92,234/- 23 Dismantle and reconstruction of DPO 5.297 4,94,803/- 24 Dismantle and reconstruction of DPO 5.341 4,94,803/- 25 Dismantle and reconstruction of DPO 5.466 4,94,803/- 26 Dismantle and reconstruction of DPO 5.554 4,94,803/- 27 Dismantling and Reconstruction of DPO 6.110 4,94,803/- 28 Dismantling and Reconstruction of DPO 6.230 4,94,803/- 29 Dismantling and Reconstruction of DPO 6.250 4,94,803/- 30 Dismantling and Reconstruction of DPO 6.358 4,94,803/- 31 Dismantling and Reconstruction of DPO 6.516 4,94,803/- TOTAL 1,72,91,953/- 172.92 Lakhs Sl.N Chainage in Amount in Type of structure Remarks o Km Rupees 5. Remodelling of Structures under Turtha Channel 1 Dismantling and Reconstruction of CR 0.926 29,70,635/- Details enclosed Refer 2 Construction of Measuring Device 0.500 5,53,638/- Volume-III of Annexure-4, Page No.123 3 Dismantling and Reconstruction of DPO 2.932 4,74,394/- 4 Dismantling and Reconstruction of DPO 3.603 4,74,488/- 5 Dismantling and Reconstruction of DPO 3.610 4,13,312/- 6 Dismantling and Reconstruction of CR 4.716 13,00,838/- 7 Dismantling and Reconstruction of DPO 5.200 5,51,299/- 8 Dismantling and Reconstruction of DPO 5.643 5,55,400/- 9 Dismantling and Reconstruction of DPO 6.800 5,56,493/- 10 Dismantling and Reconstruction of DPO 7.350 5,54,486/- 11 Dismantling and Reconstruction of DPO 8.155 5,54,748/- 12 Dismantling and Reconstruction of DPO 11.190 5,57,902/- 13 Dismantling and Reconstruction of DPO 11.486 5,57,902/- 14 Dismantling and Reconstruction of DPO 12.827 4,62,419/- 15 Dismantling and Reconstruction of DPO 13.094 4,64,460/- 16 Dismantling and Reconstruction of DPO 13.285 4,64,460/- 17 Dismantling and Reconstruction of DPO 13.289 4,64,460/- 18 Dismantling and Reconstruction of DPO 13.408 4,64,460/- 19 Dismantling and Reconstruction of DPO 13.504 4,64,460/- 20 Dismantling and Reconstruction of DPO 13.604 4,64,460/- 21 Dismantling and Reconstruction of DPO 13.710 4,64,460/- 22 Dismantling and Reconstruction of DPO 13.812 4,64,460/- 23 Dismantling and Reconstruction of DPO 13.934 4,64,460/- 24 Dismantling and Reconstruction of DPO 14.203 4,66,335/- 25 Dismantling and Reconstruction of DPO 14.169 4,66,335/- 26 Dismantling and Reconstruction of DPO 14.236 4,66,335/- 27 Dismantling and Reconstruction of DPO 14.242 4,66,335/- 28 Dismantling and Reconstruction of DPO 14.417 4,66,335/- 29 Dismantling and Reconstruction of DPO 14.435 4,66,335/- 30 Dismantling and Reconstruction of DPO 14.689 4,66,335/- 31 Dismantling and Reconstruction of DPO 14.706 4,66,335/- 32 Dismantling and Reconstruction of DPO 14.960 4,66,335/- 33 Dismantling and Reconstruction of DPO 15.145 3,99,361/- 34 Dismantling and Reconstruction of DPO 15.341 3,99,361/- 35 Dismantling and Reconstruction of DPO 15.422 3,99,361/- 36 Dismantling and Reconstruction of DPO 15.520 3,99,361/- 37 Dismantling and Reconstruction of DPO 15.658 3,99,361/- 38 Dismantling and Reconstruction of DPO 15.766 3,99,361/- 39 Dismantling and Reconstruction of DPO 15.892 3,99,361/- 40 Dismantling and Reconstruction of DPO 15.970 3,99,361/- 41 Dismantling and Reconstruction of DPO 16.044 3,98,757/- 42 Dismantling and Reconstruction of DPO 16.226 3,98,757/- 43 Dismantling and Reconstruction of DPO 16.408 3,98,757/- 44 Dismantling and Reconstruction of CR 17.577 11,48,679/- TOTAL 2,44,54,946/- 244.55 Lakhs Sl.N Chainage in Amount in Type of structure Remarks o Km Rupees 6. Remodelling of Structures under Ramasagara Channel Dismantling and Reconstruction of Cross 1 0.000 39,83,909/- regulator cum escape cum VRB 2 Construction of Measuring Device 0.800 2,61,908/- 3 Construction of DPO 2.886 6,45,382/- 4 Construction of DPO 2.946 6,45,382/- 5 Dismantling and Construction of DPO 3.344 6,46,749/- 6 Dismantling and Construction of DPO 6.817 6,44,828/- Details enclosed Refer 7 Construction of HR 6.973 7,34,061/- Volume-III of Annexure-5, Page No.139 8 Construction of DPO 7.099 4,36,921/- 9 Dismantling and Construction of DPO 7.399 4,38,288/- 10 Dismantling and Construction of DPO 7.749 4,36,921/- 11 Construction of DPO 8.030 4,35,293/- 12 Construction of DPO 8.283 4,35,293/- 13 Construction of DPO 8.344 4,35,293/- 14 Construction of DPO 8.413 4,35,293/- 15 Construction of DPO 9.805 4,34,982/- 16 Dismantling and Construction of DPO 10.238 4,35,036/- 17 Dismantling and Construction of DPO 10.495 4,35,036/- 18 Dismantling and Construction of DPO 10.667 4,35,036/- 19 Dismantling and Construction of DPO 10.901 4,35,036/- 20 Construction of DPO 11.264 4,34,208/- 21 Construction of DPO 11.800 4,34,208/- 22 Construction of DPO 12.100 4,33,622/- 23 Construction of DPO 12.419 4,33,622/- 24 Construction of DPO 12.472 4,33,622/- 25 Construction of DPO 12.651 4,33,622/- 26 Construction of DPO 13.020 6,23,165/- 27 Construction of DPO 13.549 6,23,165/- 28 Construction of DPO 13.648 6,23,165/- 29 Construction of DPO 13.912 6,23,165/- 30 Construction of DPO 13.994 6,23,165/- 31 Construction of DPO 14.750 6,23,165/- Dismantling and Reconstruction of Cross 32 15.386 25,15,064/- regulator cum CTC TOTAL 2,16,47,602/- 216.48 Lakhs Sl.N Chainage in Amount in Type of structure Remarks o Km Rupees 7. Remodelling of Structures under Kampli Channel Dismantling and Reconstruction of CR cum 1 0.000 23,64,666/- CTC 2 Construction of Measuring Device 0.500 4,34,698/- 3 Construction of DPO 0.680 4,40,042/- 4 Construction of DPO 1.540 4,29,800/- 5 Dismantling and Reconstruction of DPO 1.628 4,31,167/- 6 Construction of DPO 1.760 4,29,800/- 7 Construction of DPO 1.866 4,29,800/- 8 Construction of DPO 1.940 4,29,800/- 9 Construction of DPO 2.050 4,46,826/- 10 Dismantling and Reconstruction of DPO 2.162 4,41,888/- 11 Construction of DPO 3.360 4,48,404/- 12 Construction of DPO 3.510 4,48,404/- 13 Construction of DPO 3.650 4,48,404/- 14 Construction of DPO 3.830 4,48,404/- 15 Construction of DPO 3.980 4,48,404/- 16 Construction of DPO 5.660 4,47,450/- 17 Construction of DPO 6.050 4,46,953/- 18 Construction of DPO 6.470 4,46,953/- 19 Construction of DPO 6.950 4,46,953/- 20 Construction of DPO 7.450 4,63,555/- 21 Construction of DPO 7.830 4,63,555/- 22 Construction of DPO 7.950 4,63,555/- 23 Dismantling and Reconstruction of DPO 8.015 4,45,869/- 24 Construction of DPO 9.240 4,39,583/- 25 Construction of DPO 9.710 4,39,583/- 26 Construction of DPO 10.050 4,44,038/- 27 Construction of DPO 10.420 4,44,038/- 28 Construction of DPO 11.650 4,43,229/- 29 Construction of DPO 12.035 3,62,021/- 30 Construction of DPO 13.650 4,43,269/- 31 Construction of DPO 14.450 3,96,457/- 32 Construction of DPO 14.960 3,96,457/- 33 Construction of DPO 15.620 4,11,172/- 34 Construction of DPO 15.630 4,11,172/- 35 Construction of DPO 16.088 3,25,184/- 36 Construction of DPO 16.330 3,25,184/- 37 Construction of DPO 20.780 3,98,977/- 38 Dismantling and Reconstruction of DPO 21.452 4,00,867/- 39 Construction of DPO 21.960 3,99,500/- 40 Construction of DPO 22.350 3,99,438/- TOTAL 1,90,25,516/- 190.26 Lakhs Sl.N Chainage in Amount in Type of structure Remarks o Km Rupees 8. Remodelling of Structures under Belgodhalla Channel 1 Construction of DPO 0.430 3,96,097/- 2 Construction of Measuring Device 0.500 3,49,968/- 3 Dismantle and Reconstruction of DPO 0.526 3,96,985/- 4 Construction of DPO 0.835 3,96,097/- 5 Construction of DPO 1.350 3,94,577/- 6 Construction of DPO 2.310 3,87,003/- 7 Construction of DPO 2.920 3,87,003/- 8 Construction of DPO 3.170 3,91,924/- 9 Dismantle and Reconstruction of DPO 3.309 3,93,291/- 10 Construction of DPO 3.460 3,91,924/- 11 Construction of DPO 3.610 3,91,924/- 12 Dismantle and Reconstruction of DPO 3.744 3,93,291/- 13 Dismantle and Reconstruction of DPO 3.796 3,93,291/- 14 Dismantle and Reconstruction of DPO 3.919 3,93,291/- 15 Construction of DPO 4.500 3,91,924/- 16 Construction of DPO 5.120 3,91,399/- 17 Dismantle and Reconstruction of DPO 5.257 3,92,766/- 18 Dismantle and Reconstruction of DPO 5.323 3,92,766/- 19 Construction of DPO 5.730 3,91,399/- 20 Construction of DPO 5.940 3,91,399/- 21 Construction of DPO 6.020 3,90,710/- 22 Dismantle and Reconstruction of DPO 6.141 3,92,077/- 23 Construction of DPO 6.650 3,90,710/- 24 Construction of DPO 6.950 3,90,710/- 25 Construction of DPO 7.070 3,91,435/- 26 Construction of DPO 7.450 3,91,435/- 27 Construction of DPO 8.020 3,91,634/- 28 Construction of DPO 8.550 3,91,634/- 29 Construction of DPO 8.880 3,91,634/- 30 Construction of DPO 10.850 3,94,649/- TOTAL 1,17,24,946/- 117.25 Lakhs Sl.N Chainage in Amount in Type of structure Remarks o Km Rupees 9. Remodelling of Structures under Deshnur Channel 1 Construction of Measuring Device 0.51 1,69,525/- Dismantling and Reconstruction of Cross 2 1.51 Regulator 12,39,299/- 3 Dismantling and Reconstruction of DPO 1.53 3,62,709/- Dismantling and Reconstruction of Cross 4 2.235 Regulator 12,35,057/- 5 Dismantling and Reconstruction of DPO 2.76 3,82,979/- 6 Dismantling and Reconstruction of DPO 2.955 3,82,979/- 7 Dismantling and Reconstruction of DPO 3.405 3,59,858/- Dismantling and Reconstruction of Cross 8 3.63 7,58,864/- Regulator Dismantling and Reconstruction of Cross 9 3.75 7,58,864/- Regulator 10 Dismantling and Reconstruction of DPO 4.095 3,56,368/- 11 Dismantling and Reconstruction of DPO 4.68 3,56,368/- 12 Dismantling and Reconstruction of DPO 4.715 3,56,368/- 13 Dismantling and Reconstruction of DPO 5.12 3,55,917/- 14 Dismantling and Reconstruction of DPO 5.283 3,55,917/- 15 Dismantling and Reconstruction of DPO 5.658 3,55,917/- 16 Dismantling and Reconstruction of DPO 5.690 3,55,917/- 17 Dismantling and Reconstruction of DPO 6.455 3,57,129/- 18 Dismantling and Reconstruction of DPO 7.210 3,92,358/- 19 Dismantling and Reconstruction of DPO 7.260 3,92,358/- TOTAL 92,84,750/- 92.85 Lakhs

10. Remodelling of Structures under Siruguppa Channel 1 Construction of Measuring Device 0.210 2,43,632/- 2 Construction of DPO-1 0.762 3,39,836/- 3 Construction of DPO-2 0.824 3,39,836/- Dismantling and Reconstruction of Cross 4 3.060 20,66,016/- Regulator 5 Construction of Cross Regulator 4.700 15,11,739/- 6 Construction of Cross Regulator 6.345 12,69,585/- Dismantling and Reconstruction of Cross 7 6.705 12,69,585/- Regulator TOTAL 70,40,230/- 70.40 Lakhs Sl.N Chainage in Amount in Type of structure Remarks o Km Rupees 11. Remodelling of Structures under Hulugi Channel Dismantling and Reconstruction of Measuring 1 0.510 57,337/- Device 2 Dismantling and Reconstruction of DPO 1.317 4,85,397/- 3 Dismantling and Reconstruction of DPO 1.410 4,85,397/- 4 Dismantling and Reconstruction of DPO 1.805 4,85,397/- 5 Dismantling and Reconstruction of DPO 1.901 4,85,397/- 6 Dismantling and Reconstruction of DPO 1.976 4,85,397/- 7 Dismantling and Reconstruction of DPO 2.108 4,50,295/- 8 Dismantling and Reconstruction of DPO 2.320 4,50,295/- 9 Dismantling and Reconstruction of DPO 2.812 4,50,295/- 10 Dismantling and Reconstruction of DPO 3.076 4,50,767/- 11 Dismantling and Reconstruction of DPO 3.186 4,50,767/- 12 Dismantling and Reconstruction of DPO 3.350 4,50,767/- 13 Dismantling and Reconstruction of DPO 3.460 4,50,767/- 14 Dismantling and Reconstruction of DPO 3.587 4,50,767/- 15 Dismantling and Reconstruction of DPO 3.670 4,50,767/- 16 Dismantling and Reconstruction of DPO 3.798 4,50,767/- 17 Dismantling and Reconstruction of DPO 4.095 4,96,407/- 18 Dismantling and Reconstruction of DPO 4.191 4,96,407/- 19 Dismantling and Reconstruction of DPO 4.266 4,96,407/- 20 Dismantling and Reconstruction of DPO 4.480 4,96,407/- 21 Dismantling and Reconstruction of DPO 4.615 4,96,407/- 22 Dismantling and Reconstruction of DPO 4.767 4,96,407/- 23 Dismantling and Reconstruction of DPO 5.346 4,96,366/- 24 Dismantling and Reconstruction of DPO 5.674 4,96,366/- 25 Dismantling and Reconstruction of DPO 5.870 4,96,366/- 26 Dismantling and Reconstruction of DPO 5.904 4,96,366/- 27 Dismantling and Reconstruction of DPO 6.082 4,75,557/- 28 Dismantling and Reconstruction of DPO 6.176 4,75,557/- 29 Dismantling and Reconstruction of DPO 6.201 4,75,557/- 30 Dismantling and Reconstruction of DPO 6.256 4,75,557/- 31 Dismantling and Reconstruction of DPO 6.415 4,75,557/- 32 Dismantling and Reconstruction of DPO 6.600 4,75,557/- 33 Dismantling and Reconstruction of DPO 6.695 4,75,557/- 34 Dismantling and Reconstruction of DPO 7.240 3,88,573/- 35 Dismantling and Reconstruction of DPO 7.496 3,88,573/- 36 Dismantling and Reconstruction of DPO 7.595 3,88,573/- 37 Dismantling and Reconstruction of DPO 7.856 3,88,573/- 38 Dismantling and Reconstruction of DPO 7.979 3,88,573/- 39 Dismantling and Reconstruction of DPO 8.081 3,91,700/- 40 Dismantling and Reconstruction of DPO 8.299 3,98,210/- 41 Dismantling and Reconstruction of DPO 8.370 3,98,210/- 42 Dismantling and Reconstruction of DPO 8.648 3,98,210/- Sl.N Chainage in Amount in Type of structure Remarks o Km Rupees 43 Dismantling and Reconstruction of DPO 8.794 3,98,210/- 44 Dismantling and Reconstruction of DPO 8.828 3,98,210/- 45 Dismantling and Reconstruction of DPO 8.961 3,98,210/- 46 Dismantling and Reconstruction of DPO 9.210 3,96,794/- 47 Dismantling and Reconstruction of DPO 9.383 3,96,794/- 48 Dismantling and Reconstruction of DPO 9.496 3,96,794/- 49 Dismantling and Reconstruction of DPO 9.663 3,96,794/- 50 Dismantling and Reconstruction of DPO 9.762 3,96,794/- 51 Dismantling and Reconstruction of DPO 9.816 3,96,794/- 52 Dismantling and Reconstruction of DPO 10.009 3,95,991/- 53 Dismantling and Reconstruction of DPO 10.122 3,95,991/- 54 Dismantling and Reconstruction of DPO 10.143 3,95,991/- 55 Dismantling and Reconstruction of DPO 10.407 3,95,991/- 56 Dismantling and Reconstruction of DPO 10.584 3,95,991/- TOTAL 2,43,67,926/- 243.68 Lakhs 12. Remodelling of Structures under Shivapura Channel 1 Construction of CR/CTC 1.133 19,26,844/- 2 Construction of MD 1.200 78,899/- 3 Dismantling and Construction of DPO 1.385 407,431/- 4 Dismantling and Construction of DPO 1.778 4,07,431/- 5 Construction of DPO 1.945 4,07,431/- 6 Dismantling and Construction of DPO 2.128 4,09,258/- 7 Dismantling and Construction of DPO 2.678 4,09,258/- 8 Dismantling and Construction of DPO 2.988 4,09,258/- 9 Dismantling and Construction of DPO 3.285 4,11,738/- 10 Dismantling and Construction of DPO 3.405 4,11,738/- 11 Dismantling and Construction of DPO 3.525 4,11,738/- 12 Dismantling and Construction of DPO 3.657 4,11,738/- 13 Dismantling and Construction of DPO 3.826 4,11,738/- 14 Dismantling and Construction of DPO 3.899 4,11,738/- 15 Dismantling and Construction of DPO 3.944 4,11,738/- 16 Dismantling and Construction of DPO 4.638 4,12,126/- 17 Dismantling and Construction of DPO 4.870 4,12,126/- 18 Dismantling and Construction of DPO 5.188 4,13,922/- 19 Dismantling and Construction of DPO 5.280 4,13,922/- 20 Dismantling and Construction of DPO 5.635 3,73,196/- 21 Dismantling and Construction of DPO 5.784 3,73,196/- 22 Dismantling and Construction of DPO 6.012 3,73,400/- 23 Dismantling and Construction of DPO 6.184 3,73,400/- 24 Dismantling and Construction of DPO 6.340 3,73,400/- 25 Dismantling and Construction of DPO 6.360 3,73,400/- 26 Dismantling and Construction of DPO 6.515 3,73,400/- TOTAL 1,16,03,462/- 116.03 Lakhs Sl.N Chainage in Amount in Type of structure Remarks o Km Rupees 13. Remodelling of Structures under Anegundi Channel 1 Construction of Measuring Device 0.500 1,99,867/- 2 Dismantling and Reconstruction of DPO-2 0.797 4,73,942/- 3 Dismantling and Reconstruction of DPO-3 1.119 5,31,979/- 4 Dismantling and Reconstruction of DPO-4 1.885 5,31,979/- 5 Dismantling and Reconstruction of DPO-6 3.075 5,06,401/- 6 Dismantling and Reconstruction of DPO-9 3.759 3,74,065/- 7 Dismantling and Reconstruction of DPO-10 4.467 3,35,281/- 8 Dismantling and Reconstruction of DPO-11 4.838 5,04,080/- 9 Dismantling and Reconstruction of DPO-12 4.995 5,04,080/- 10 Dismantling and Reconstruction of DPO-13 5.273 4,99,917/- 11 Dismantling and Reconstruction of DPO-14 5.539 4,99,917/- 12 Dismantling and Reconstruction of DPO-16 5.820 4,99,917/- 13 Dismantling and Reconstruction of DPO-17 6.839 4,99,842/- 14 Dismantling and Reconstruction of DPO-18 6.974 4,99,842/- 15 Dismantling and Reconstruction of DPO-19 7.093 4,99,540/- 16 Dismantling and Reconstruction of DPO-20 7.265 4,99,540/- 17 Dismantling and Reconstruction of DPO-22 7.948 4,27,364/- 18 Dismantling and Reconstruction of DPO-23 8.286 4,44,308/- 19 Dismantling and Reconstruction of DPO-24 8.461 4,44,308/- 20 Dismantling and Reconstruction of DPO-25 8.715 4,44,308/- 21 Dismantling and Reconstruction of DPO-26 8.808 4,44,308/- 22 Dismantling and Reconstruction of DPO-27 8.835 4,44,308/- 23 Dismantling and Reconstruction of DPO-28 8.990 4,44,308/- 24 Dismantling and Reconstruction of DPO-30 9.183 4,45,256/- 25 Dismantling and Reconstruction of DPO-31 9.400 5,01,515/- 26 Dismantling and Reconstruction of DPO-32 9.652 4,27,048/- 27 Dismantling and Reconstruction of DPO-33 9.818 4,27,048/- 28 Dismantling and Reconstruction of DPO-34 10.693 4,26,608/- 29 Dismantling and Reconstruction of DPO-36 11.008 4,26,174/- 30 Dismantling and Reconstruction of DPO-37 11.352 5,42,026/- 31 Dismantling and Reconstruction of DPO-42 12.715 5,42,059/- 32 Dismantling and Reconstruction of DPO-43 12.811 5,42,059/- 33 Dismantling and Reconstruction of DPO-44 12.916 5,42,059/- 34 Dismantling and Reconstruction of DPO-45 12.918 5,42,059/- 35 Dismantling and Reconstruction of DPO-46 13.465 5,42,099/- 36 Dismantling and Reconstruction of DPO-47 13.572 5,42,099/- 37 Dismantling and Reconstruction of DPO-50 14.415 5,56,412/- 38 Dismantling and Reconstruction of DPO-52 14.709 5,56,412/- 39 Dismantling and Reconstruction of DPO-53 14.782 5,56,412/- 40 Dismantling and Reconstruction of DPO-54 14.960 5,56,412/- 41 Dismantling and Reconstruction of DPO-57 15.046 5,37,299/- 42 Dismantling and Reconstruction of DPO-58 15.162 5,37,299/- 43 Dismantling and Reconstruction of DPO-59 15.350 5,37,299/- Sl.N Chainage in Amount in Type of structure Remarks o Km Rupees 44 Dismantling and Reconstruction of DPO-60 15.440 5,37,299/- 45 Dismantling and Reconstruction of DPO-61 15.668 5,37,299/- 46 Dismantling and Reconstruction of DPO-62 15.820 5,37,299/- 47 Dismantling and Reconstruction of DPO-64 16.495 5,35,595/- 48 Dismantling and Reconstruction of DPO-65 16.725 5,35,595/- 49 Dismantling and Reconstruction of DPO-66 16.785 5,35,595/- 50 Dismantling and Reconstruction of DPO-68 17.052 5,33,149/- 51 Dismantling and Reconstruction of DPO-69 17.130 5,33,149/- 52 Dismantling and Reconstruction of DPO-70 17.178 5,33,149/- 53 Dismantling and Reconstruction of DPO-72 17.245 5,33,149/- 54 Dismantling and Reconstruction of DPO-74 17.444 5,33,149/- 55 Dismantling and Reconstruction of DPO-77 18.737 5,33,149/- Dismantling and Reconstruction of Cross 56 0.000 16,83,551/- Regulator TOTAL 2,89,40,182/- 289.40 Lakhs Sl.N Chainage in Amount in Type of structure Remarks o Km Rupees 14. Remodelling of Structures under Upper Gangavathi Channel Details enclosed Refer 1 Dismantling and Reconstruction of CR 0.000 17,24,895/- Volume-III of Annexure-3, Page No.69 2 Dismantling and Reconstruction of Measuring 0.210 2,21,596/- 3 DeviceDismantling and Reconstruction of DPO 0.280 5,23,094/- 4 Dismantling and Reconstruction of DPO 0.900 5,23,094/- 5 Dismantling and Reconstruction of DPO 1.530 5,23,675/- 6 Dismantling and Reconstruction of DPO 1.588 5,23,675/- 7 Dismantling and Reconstruction of DPO 1.827 5,23,675/- 8 Dismantling and Reconstruction of DPO 2.618 5,21,539/- 9 Dismantling and Reconstruction of DPO 2.894 5,21,539/- 10 Dismantling and Reconstruction of DPO 3.065 5,19,082/- 11 Dismantling and Reconstruction of DPO 3.723 5,19,082/- 12 Dismantling and Reconstruction of DPO 4.640 5,17,894/- 13 Dismantling and Reconstruction of DPO 5.163 4,98,697/- 14 Dismantling and Reconstruction of DPO 5.317 4,98,697/- 15 Dismantling and Reconstruction of DPO 6.090 5,16,816/- 16 Dismantling and Reconstruction of DPO 6.150 5,16,816/- 17 Dismantling and Reconstruction of DPO 6.196 6,57,847/- 18 Dismantling and Reconstruction of DPO 6.312 4,45,675/- 19 Dismantling and Reconstruction of DPO 6.450 4,45,675/- 20 Dismantling and Reconstruction of DPO 6.494 6,70,012/- 21 Dismantling and Reconstruction of DPO 7.410 8,07,872/- 22 Dismantling and Reconstruction of DPO 7.560 5,11,636/- 23 Dismantling and Reconstruction of DPO 7.670 5,10,269/- 24 Dismantling and Reconstruction of DPO 7.912 7,25,216/- 25 Dismantling and Reconstruction of DPO 8.107 4,34,474/- 26 Dismantling and Reconstruction of DPO 8.163 4,34,474/- 27 Dismantling and Reconstruction of DPO 8.295 4,34,474/- 28 Dismantling and Reconstruction of DPO 8.490 4,34,474/- TOTAL 1,57,05,965/- 157.06 Lakhs Sl.N Chainage in Amount in Type of structure Remarks o Km Rupees 15. Remodelling of Structures under Lower Gangavathi Channel

1 Dismantling and Reconstruction of CR cum CTC 0.000 19,66,237/- 2 Construction of CR with CTC 0.020 19,66,237/- 3 Dismantling and Reconstruction of DPO 0.217 4,66,739/- 4 Construction of Measuring Device 0.510 1,87,125/- Dismantling and Reconstruction of Head 5 Regulator 0.730 6,25,360/- 6 Dismantling and Reconstruction of DPO 1.405 4,48,085/- 7 Dismantling and Reconstruction of DPO 3.494 4,44,810/- 8 Dismantling and Reconstruction of DPO 3.872 4,44,810/- 9 Dismantling and Reconstruction of DPO 3.900 4,44,810/- 10 Dismantling and Reconstruction of DPO 4.144 4,47,615/- 11 Dismantling and Reconstruction of DPO 4.802 4,47,615/- Dismantling and Reconstruction of Head 12 Regulator 4.965 6,79,852/- 13 Dismantling and Reconstruction of DPO 5.045 4,48,923/- 14 Dismantling and Reconstruction of DPO 5.280 4,48,923/- 15 Dismantling and Reconstruction of DPO 5.485 4,48,923/- 16 Dismantling and Reconstruction of DPO 5.643 4,48,923/- 17 Dismantling and Reconstruction of DPO 6.060 4,49,397/- 18 Dismantling and Reconstruction of DPO 6.281 4,49,397/- 19 Dismantling and Reconstruction of DPO 6.300 4,49,397/- 20 Dismantling and Reconstruction of DPO 6.614 4,49,397/- 21 Dismantling and Reconstruction of DPO 6.715 4,49,397/- 22 Dismantling and Reconstruction of DPO 6.896 4,49,397/- 23 Dismantling and Reconstruction of DPO 7.115 4,96,355/- 24 Dismantling and Reconstruction of DPO 7.402 4,96,355/- 25 Dismantling and Reconstruction of DPO 7.421 4,96,355/- Dismantling and Reconstruction of Head 26 Regulator 7.800 4,96,355/- 27 Dismantling and Reconstruction of DPO 7.810 6,97,621/- 28 Dismantling and Reconstruction of DPO 7.860 4,96,355/- 29 Dismantling and Reconstruction of DPO 7.915 4,96,355/- 30 Dismantling and Reconstruction of DPO 8.077 4,50,364/- 31 Dismantling and Reconstruction of DPO 8.444 4,50,364/- 32 Dismantling and Reconstruction of DPO 8.465 4,50,364/- 33 Dismantling and Reconstruction of DPO 8.647 4,50,364/- 34 Dismantling and Reconstruction of DPO 8.702 4,50,364/- 35 Dismantling and Reconstruction of DPO 9.495 3,97,194/- TOTAL 1,93,86,133/- 193.86 Lakhs Sl.N Chainage in Amount in Type of structure Remarks o Km Rupees 16. Remodelling of Structures under Bichal Channel Dismantling and Reconstruction of Cross 1 0.002 Regulator 5,27,632/- 2 Dismantling and Reconstruction of DPO 0.225 5,14,564/- 3 Construction of Measuring Device 0.500 94,634/- 4 Dismantling and Reconstruction of DPO 1.385 4,85,154/- 5 Dismantling and Reconstruction of DPO 1.710 4,85,154/- 6 Dismantling and Reconstruction of DPO 2.910 5,16,628/- 7 Dismantling and Reconstruction of DPO 3.075 5,20,888/- 8 Dismantling and Reconstruction of DPO 3.780 5,20,888/- 9 Dismantling and Reconstruction of DPO 6.150 4,31,767/- 10 Dismantling and Reconstruction of DPO 11.295 4,54,476/- 11 Dismantling and Reconstruction of DPO 11.502 4,54,476/- 12 Dismantling and Reconstruction of DPO 12.080 4,55,917/- TOTAL 54,62,178/- 54.62 Lakhs MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT

E-FALLS ABSTRACT

Sl Amount Description No. Rs in Lakhs Construction of Falls Coming under entire Vijayanagar Channel system(16 Nos.) 1 Raya Channel 51.94 2 Basavanna Channel 39.24 3 Kalaghatta Channel 9.22 4 Turtha Channel 38.44 5 Hulugi Channel 1.97 6 Shivapura Channel 1.78 7 Anegundi Channel 6.23 8 Lower Gangavathi Channel 3.46 TOTAL 152.27

COST OF E-FALLS Rs.152.27 LAKHS MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT E- FALLS Sl. Chainage in Amount in Type of structure Remarks No Km Rupees 1. Remodelling of Structures under Raya Channel 1 Construction of Canal Drop (0.5 m ) 0.318 4,84,648/- 2 Construction of Canal Drop (1.0m ) 0.630 8,00,266/- 3 Construction of Canal Drop (1.0m ) 12.230 7,47,360/- 4 Construction of Canal Drop (0.5 m ) 16.613 4,53,271/- 5 Construction of Canal Drop (1.0m ) 18.710 8,36,934/- 6 Construction of Canal Drop (0.5 m ) 21.560 4,50,118/- 7 Construction of Canal Drop (0.5 m ) 24.574 4,50,914/- 8 Construction of Canal Drop (1.0m ) 25.085 4,85,338/- 9 Construction of Canal Drop (1.0m ) 25.800 4,85,338/- TOTAL 51,94,188/- 51.94 Lakhs 2. Remodelling of Structures under Basavanna Channel 1 Construction of Canal Drop (1.0m ) 3.800 5,89,455/- 2 Construction of Canal Drop (1.0m ) 3.890 5,89,153/- 3 Construction of Canal Drop (1.5 m ) 3.960 8,28,620/- 4 Construction of Canal Drop (1.0m ) 4.290 5,89,821/- 5 Construction of Canal Drop (1.0m ) 4.662 4,79,515/- 6 Construction of Canal Drop (1.0m ) 5.430 4,78,720/- 7 Construction of Canal Drop (0.5 m ) 6.180 3,69,122/- TOTAL 39,24,407/- 39.24 Lakhs

3. Remodelling of Structures under Kalaghatta Channel

1 Construction of Canal Drop (1.0m ) 6.737 9,22,013/- TOTAL 9,22,013/- 9.22 Lakhs 4. Remodelling of Structures under Turtha Channel 1 Construction of Canal Drop (1.0m ) 3.800 5,71,885/- 2 Construction of Canal Drop (1.0m ) 3.890 5,71,885/- Details enclosed Refer 3 Construction of Canal Drop (1.5 m ) 3.960 8,26,815/- Volume-III of Annexure- 6, Page No.176

4 Construction of Canal Drop (1.0m ) 4.290 5,69,992/- 5 Construction of Canal Drop (1.0m ) 4.662 4,72,104/- 6 Construction of Canal Drop (1.0m ) 5.430 4,70,614/- 7 Construction of Canal Drop (0.5 m ) 6.180 3,60,570/- TOTAL 38,43,865/- 38.44 Lakhs Sl. Chainage in Amount in Type of structure Remarks No Km Rupees 5. Remodelling of Structures under Hulugi Channel 1 Construction of Canal Drop (0.5 m ) 8.130 1,96,537/- TOTAL 1,96,537/- 1.97 Lakhs 6. Remodelling of Structures under Shivapura Channel Construction of Canal Drop (0.5 m ) 5.045 1,77,823/- TOTAL 1,77,823/- 1.78 Lakhs 7. Remodelling of Structures under Anegundi Channel 1 Construction of Canal Drop (0.5 m ) 3.600 2,92,087/- 2 Construction of Canal Drop (0.60 m) 11.22 3,30,790/- TOTAL 6,22,877/- 6.23 Lakhs 8. Remodelling of Structures under Lower Gangavathi Channel 1 Construction of Canal Drop (0.5 m ) 9.000 3,45,729/- TOTAL 3,45,729/- 3.46 Lakhs MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT

F-CROSS DRAINAGE WORKS ABSTRACT Sl Amount Description No. Rs in Lakhs Construction of Cross Drainage Works Coming under entire Vijayanagar Channel system(16 Nos.) 1 Raya Channel 67.22 2 Basavanna Channel 72.85 3 Bella Channel 27.80 4 Kalaghatta Channel 155.77 5 Ramasagara Channel 75.41 6 Kampli Channel 166.68 7 Belagodhalla Channel 13.78 8 Siruguppa Channel 8.37 9 Hulugi Channel 10.35 10 Shivapura Channel 55.00 11 Anegundi Channel 133.70 12 Upper Gangavathi Channel 104.55 13 Lower Gangavathi Channel 20.62 TOTAL 912.10

COST OF F-CROSS DRAINAGE WORKS Rs.912.10 LAKHS MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT

F- CROSS DRAINAGE WORKS Chainage in Amount in Sl.No Type of structure Remarks Km Rupees 1. Remodelling of Structures under Raya Channel 1 Construction of Inlet 11 .917 6,36,689/- 2 Construction of Inlet 26 .355 6,30,673/- 3 Dismantling and Reconstruction of Under 0 .435 8,44,758/- 4 Construction of Under Tunnel 3 .900 19,26,216/- 5 Construction of Under Tunnel 9 .351 26,83,810/- TOTAL 67,22,146/- 67.22 Lakhs 2. Remodelling of Structures under Basavanna Channel 1 Construction of Inlet 0.610 8,05,432/- 2 Construction of Undertunnel 0.710 28,36,855/- 3 Construction of Inlet 1.298 8,05,432/- 4 Construction of Undertunnel 1.900 28,36,855/- TOTAL 72,84,574/- 72.85 Lakhs 3. Remodelling of Structures under Bella Channel 1 Construction of Inlet 0.295 7,05,373/- 2 Construction of inlet 1.794 6,91,678/- 3 Construction of inlet 1.844 6,91,678/- 4 Construction of inlet 1.944 6,91,678/- TOTAL 27,80,406/- 27.80 Lakhs 4. Remodelling of Structures under Kalaghatta Channel Details enclosed Refer 1 Construction of Trough from Ch:1900.00 m to 2000.00m 33,25,500/- Volume-III of Annexure- 7, Page No.202 2 Construction of Trough from Ch:2000.00 m to 2400.00m 1,22,51,241/- TOTAL 1,55,76,741/- 155.77 Lakhs 5. Remodelling of Structures under Ramasagara Channel 1 Construction of Inlet 0.350 6,97,372/- 2 Construction of Inlet 0.128 6,97,372/- 3 Construction of Inlet 0.242 6,97,372/- 4 Construction of Inlet 0.300 6,97,372/- 5 Construction of Inlet 1.360 6,97,372/- 6 Construction of Inlet 1.644 6,97,372/- 7 Construction of Inlet 6.960 6,93,581/- 8 Construction of Inlet 8.335 6,91,127/- 9 Construction of Inlet 10.600 6,75,856/- 10 Construction of Inlet 10.642 6,75,856/- 11 Construction of Inlet 14.407 6,19,984/- TOTAL 75,40,636/- 75.41 Lakhs Chainage in Amount in Sl.No Type of structure Remarks Km Rupees 6. Remodelling of Structures under Kampli Channel 1 Construction of Trough from Ch:3900.00 m to 4000.00m 27,05,680/- 2 Construction of Trough from Ch:4000.00 m to 4400.00m 78,06,298/- 3 Construction of Inlet Ch:0.670 Km 6,78,643/- 4 Construction of Inlet Ch:0.750 Km 6,78,643/- 5 Construction of Inlet Ch:5.280 Km 6,94,413/- 6 Construction of Inlet Ch:5.520 Km 6,94,413/- 7 Construction of Inlet Ch:8.550 Km 6,89,279/- 8 Construction of Inlet Ch:10.920 Km 6,65,007/- 9 Construction of Inlet Ch:11.120 Km 6,85,326/- 10 Construction of Inlet Ch:11.290 Km 6,85,326/- 11 Construction of Inlet Ch:12.920 Km 6,85,008/- TOTAL 1,66,68,037/- 166.68 Lakhs 7. Remodelling of Structures under Belgodhalla Channel 1 Construction of Inlet 2.426 6,91,810/- 2 Construction of Inlet 6.975 6,86,099/- TOTAL 13,77,909/- 13.78 Lakhs 8. Remodelling of Structures under Siruguppa Channel Details enclosed Refer 1 Construction of Super Passage 2.950 8,36,733/- Volume-III of Annexure- 8, Page No.222 TOTAL 8,36,733/- 8.37 Lakhs 9. Remodelling of Structures under Hulugi Channel Details enclosed Refer 1 Construction of Inlet 2.385 5,19,699/- Volume-III of Annexure- 9, Page No.251 2 Construction of Inlet 8.820 5,14,826/- TOTAL 10,34,525/- 10.35 Lakhs 10. Remodelling of Structures under Shivapura Channel 1 Construction of Inlet 1.145 4,19,914/- 2 Construction of Inlet 1.462 4,19,914/- 3 Construction of Inlet 2.098 4,22,622/- 4 Construction of Inlet 2.210 4,22,622/- 5 Construction of Inlet 2.242 4,22,622/- 6 Construction of Inlet 2.542 4,22,622/- 7 Construction of Under Tunnel 6.400 29,70,161/- TOTAL 55,00,478/- 55.00 Lakhs Chainage in Amount in Sl.No Type of structure Remarks Km Rupees 11. Remodelling of Structures under Anegundi Channel 1 Construction of Inlet 0.408 4,59,215/- 2 Construction of Inlet 3.376 5,95,272/- 3 Construction of Inlet 5.297 8,50,833/- 4 Construction of Inlet 7.325 8,50,663/- 5 Construction of Inlet 8.600 5,07,707/- 6 Construction of Inlet 12.000 8,74,409/- 7 Construction of Inlet 12.230 8,74,409/- 8 Construction of Inlet 16.325 8,62,256/- 9 Construction of Inlet 17.600 8,57,762/- 10 Construction of Inlet 17.680 8,57,762/- Details enclosed Refer 11 Construction of Under Tunnel 7.431 28,64,634/- Volume-III of Annexure- 10, Page No.267 12 Construction of Under Tunnel 8.015 29,15,336/- TOTAL 1,33,70,258/- 133.70 Lakhs 12. Remodelling of Structures under Upper Gangavathi Channel 1 Construction of Inlet 0.465 8,60,895/- 2 Construction of Inlet 0.840 8,60,895/- 3 Construction of Inlet 3.230 8,50,580/- 4 Construction of Inlet 3.900 8,50,580/- 5 Construction of Inlet 4.060 8,46,797/- 6 Construction of Inlet 5.685 8,41,920/- 7 Construction of Inlet 5.900 8,41,920/- 8 Construction of Inlet 5.950 8,41,920/- 9 Construction of Inlet 6.730 7,30,678/- 10 Construction of Inlet 6.760 7,30,678/- 11 Construction of Inlet 6.860 7,30,678/- 12 Construction of Inlet 7.620 7,33,937/- 13 Construction of Inlet 7.950 7,33,937/- TOTAL 1,04,55,413/- 104.55 Lakhs 13. Remodelling of Structures under Lower Gangavathi Channel 1 Dismantling and Reconstruction of Inlet 0.883 5,19,647/- 2 Construction of Inlet 3.060 5,04,805/- 3 Construction of Inlet 5.160 5,18,911/- 4 Construction of Inlet 5.730 5,18,911/- TOTAL 20,62,274/- 20.62 Lakhs MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT

G-BRIDGES ABSTRACT

Sl Amount Description No. Rs in Lakhs Construction of Bridges Coming under entire Vijayanagar Channel system(16 Nos.) 1 Raya Channel 317.25 2 Basavanna Channel 119.64 3 Bella Channel 123.11 4 Kalaghatta Channel 98.61 5 Turtha Channel 66.72 6 Ramasagara Channel 114.08 7 Kampli Channel 395.33 8 Belagodhalla Channel 109.03 9 Deshnur Channel 64.35 10 Siruguppa Channel 94.00 11 Hulugi Channel 84.43 12 Shivapura Channel 73.67 13 Anegundi Channel 117.07 14 Upper Gangavathi Channel 73.80 15 Lower Gangavathi Channel 36.17 16 Bichal Channel 73.22 TOTAL 1960.48

COST OF G-BRIDGES Rs.1960.48 LAKHS MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT

G- BRIDGES Amount in Sl.No Type of structure Chainage in Km Remarks Rupees 1. Remodelling of Structures under Raya Channel 1 Construction of Foot Bridge 9 .598 3,24,891/- 2 Dismantling and Reconstruction of CTC 1 .475 19,31,861/- 3 Dismantling and Reconstruction of CTC 2 .512 19,32,723/- 4 Dismantling and Reconstruction of CTC 3 .473 15,93,293/- 5 Dismantling and Reconstruction of CTC 6 .600 10,01,765/- 6 Construction of CTC 8 .345 9,91,674/- 7 Construction of CTC 9 .148 9,91,674/- 8 Construction of CTC 9 .211 9,91,674/- 9 Construction of CTC 12 .651 13,36,101/- 10 Construction of CTC 15 .806 8,20,149/- 11 Construction of CTC 20 .805 8,23,989/- 12 Construction of CTC 22 .330 8,42,444/- 13 Dismantling and Reconstruction of CTC 22 .653 8,42,444/- 14 Construction of CTC 23 .014 8,34,085/- 15 Construction of CTC 23 .041 8,34,085/- 16 Construction of CTC 23 .633 8,34,085/- 17 Dismantling and Reconstruction of CTC 24 .652 8,42,931/- 18 Dismantling and Reconstruction of CTC 26 .346 9,73,459/- 19 Construction of CTC 27 .075 9,65,100/-

20 Construction of CTC 27 .222 9,65,100/-

Details enclosed Refer Dismantling and Reconstruction of Major 21 8 .196 25,65,133/- Volume-III of Annexure- Road Bridge 11, Page No.303 22 Construction of Major Road Bridge 17 .990 20,16,499/- Dismantling and Reconstruction of Village 23 12 .145 24,85,857/- Road Bridge 24 Dismantling and Reconstruction Village 13 .737 19,14,112/- 25 Construction of Village Road Bridge 22 .735 19,18,093/- 26 Construction of Sopanam (washing ghat) 19 .370 1,51,510/- TOTAL 3,17,24,731/- 317.25 Lakhs Amount in Sl.No Type of structure Chainage in Km Remarks Rupees 2. Remodelling of Structures under Basavanna Channel

1 Dismantling and Reconstruction of Foot Bridge 0.956 4,03,844/-

2 Construction of Sopanam (Washing Ghat) 0.805 2,96,897/- 3 Construction of Sopanam (Washing Ghat) 0.914 2,96,897/- 4 Dismantling and Reconstruction of VRB 0.307 11,75,345/- 5 Dismantling and Reconstruction of VRB 0.810 11,75,345/- 6 Construction of Sopanam (Washing Ghat) 1.092 2,96,870/- 7 Dismantling and Reconstruction of VRB 1.917 11,75,345/- 8 Construction of Sopanam (Washing Ghat) 2.200 2,47,435/- 9 Construction of Sopanam (Washing Ghat) 4.180 2,78,532/- 10 Dismantling and Reconstruction of CTC 10.830 8,27,486/- 11 Dismantling and Reconstruction of CTC 11.695 7,96,585/- 12 Construction of Sopanam (Washing Ghat) 11.700 2,18,974/- 13 Dismantling and Reconstruction of CTC 11.710 7,88,218/- 14 Dismantling and Reconstruction of CTC 12.643 9,96,440/- 15 Dismantling and Reconstruction of CTC 13.799 9,96,440/- 16 Dismantling and Reconstruction of CTC 14.566 9,96,440/- 17 Dismantling and Reconstruction of CTC 14.917 9,96,440/- TOTAL 119,63,533 / - 119.64 Lakhs 3. Remodelling of Structures under Bella Channel Dismantle and Reconstruction of Sopanam 1 0.184 3,06,091/- (Washing Ghat) Dismantling and Reconstruction of Village 2 0.484 16,23,613/- Road Bridge Dismantling and Reconstruction of Road 3 1.163 24,97,559/- Bridge 4 Construction of cattle ramp 1.300 2,23,953/- 5 Construction of Foot Bridge 1.499 4,45,708/- 6 Construction of cattle ramp 3.100 2,24,870/- 7 Construction of CTC 3.500 15,85,186/- 8 Construction of cattle ramp 3.900 2,24,870/- 9 Dismantling and Reconstruction of CTC 3.930 16,34,714/- 10 Construction of cattle ramp 4.100 2,25,311/- 11 Dismantling and Reconstruction of CTC 4.181 16,37,293/- 12 Dismantling and Reconstruction of CTC 4.882 8,42,244/- 13 Dismantle and reconstruction of CTC 5.369 8,39,976/- TOTAL 1,23,11,388/- 123.11 Lakhs Amount in Sl.No Type of structure Chainage in Km Remarks Rupees 4. Remodelling of Structures under Kalaghatta Channel Details enclosed Refer 1 Construction of Foot Bridge 0.144 4,01,147/- Volume-III of Annexure- 12, Page No.336 2 Dismantling and Reconstruction of CTC 1.116 9,49,770/- Dismantling and Reconstruction of Village 3 1.960 10,62,338/- Road Bridge Dismantling and Reconstruction of Village 4 2.740 10,49,523/- Road Bridge 5 Dismantling and Reconstruction of CTC 3.359 9,54,915/- 6 Dismantling and Reconstruction of CTC 3.903 9,54,915/- 7 Dismantling and Reconstruction of CTC 5.170 9,39,924/- 8 Dismantling and Reconstruction of CTC 5.944 9,39,924/- 9 Dismantling and Reconstruction of CTC 6.563 9,39,924/- 10 Construction of CTC 6.725 8,90,396/- 11 Dismantling and Reconstruction of CTC 6.868 7,78,068/- TOTAL 98,60,845/- 98.61 Lakhs 5. Remodelling of Structures under Turtha Channel Details enclosed Refer 1 Construction of Sopanam (Washing Ghat) 4.180 2,73,293/- Volume-III of Annexure- 13, Page No.358 2 Dismantling and Reconstruction of CTC 10.830 8,16,933/- Details enclosed Refer 3 Dismantling and Reconstruction of CTC 11.695 7,71,813/- Volume-III of Annexure- 14, Page No.370 4 Construction of Sopanam (Washing Ghat) 11.700 1,98,960/- 5 Dismantling and Reconstruction of CTC 11.710 7,58,570/- 6 Dismantling and Reconstruction of CTC 12.643 9,60,779/- 7 Dismantling and Reconstruction of CTC 13.799 9,62,788/- 8 Dismantling and Reconstruction of CTC 14.566 9,64,548/- 9 Dismantling and Reconstruction of CTC 14.917 9,64,548/- TOTAL 66,72,232/- 66.72 Lakhs Amount in Sl.No Type of structure Chainage in Km Remarks Rupees 6. Remodelling of Structures under Ramasagara Channel 1 Construction of CTC 2.86 14,44,890/- 2 Dismantling and Reconstruction of CTC 5.445 14,52,527/- 3 Construction of Cattle ramp 7.037 2,20,670/- 4 Dismantling and Reconstruction of CTC 7.037 10,70,143/- 5 Dismantling and Reconstruction of CTC 7.865 10,70,143/- 6 Construction of CTC 8.316 10,67,517/- 7 Dismanteling and Reconstruction of CTC 10.186 10,66,764/- 8 Construction of CTC 11.923 10,65,587/- 9 Construction of CTC 12.271 10,64,178/- 10 Construction of CTC 12.895 10,64,178/- 11 Construction of CTC 14.233 8,21,079/- TOTAL 1,14,07,674/- 114.08 Lakhs 7. Remodelling of Structures under Kampli Channel 1 Construction of Sopanam 0.000 2,95,134/- 2 Construction of Foot Bridge 0.300 3,61,604/- Dismantling and Reconstruction of Foot 3 0.600 3,69,573/- Bridge 4 Construction of Foot Bridge 1.039 3,70,000/- 5 Construction Village Road Bridge 1.450 8,74,496/- 6 Construction Village Road Bridge 1.730 13,56,498/- 7 Dismantling and Reconstruction of CTC 1.784 9,31,940/- 8 Construction of Foot Bridge 2.330 3,62,145/- 9 Construction of Foot Bridge 2.850 3,62,145/- 10 Dismantling and Reconstruction of CTC 3.920 9,68,143/- 11 Construction of CTC 4.850 9,00,356/- 12 Dismantling and Reconstruction of CTC 5.015 9,66,781/- 13 Construction of Foot Bridge 5.150 3,26,322/- 14 Construction of Foot Bridge 5.430 3,26,322/- 15 Construction of CTC 5.580 9,26,413/- 16 Construction of Foot Bridge 5.595 3,26,322/- 17 Dismantling and Reconstruction of CTC 5.753 9,66,781/- Dismantling and Reconstruction of Foot 18 5.946 3,34,291/- Bridge 19 Construction of Foot Bridge 7.050 3,73,303/- Dismantling and Reconstruction of Foot 20 7.142 3,82,280/- Bridge 21 Construction of Foot Bridge 7.210 3,73,303/- 22 Construction of Foot Bridge 7.405 3,73,303/-

23 Construction of Sopanam (Washing Ghat) 7.665 3,02,128/- Amount in Sl.No Type of structure Chainage in Km Remarks Rupees Dismantling and Reconstruction of Foot 24 7.665 3,82,280/- Bridge Dismantling and Reconstruction of Foot 25 8.010 3,07,017/- Bridge 26 Construction of CTC 9.340 9,21,669/- Dismantling and Reconstruction of Village 27 9.567 9,42,797/- Road Bridge 28 Construction of Foot Bridge 9.610 3,73,715/-

29 Construction of Sopanam (Washing Ghat) 9.670 3,01,487/-

30 Construction of Foot Bridge 9.730 3,73,715/- 31 Construction Village Road Bridge 9.940 9,02,429/- Dismantling and Reconstruction of Village 32 10.204 9,42,183/- Road Bridge 33 Construction of CTC 10.520 9,21,003/- 34 Dismantling and Reconstruction of CTC 10.852 9,61,371/- 35 Construction of CTC 12.040 9,19,554/- 36 Dismantling and Reconstruction of CTC 12.415 9,61,755/- 37 Construction of CTC 13.400 7,38,176/- 38 Dismantling and Reconstruction of CTC 13.680 9,62,160/- 39 Construction of CTC 13.840 7,38,176/- 40 Construction of Foot Bridge 14.340 3,13,853/- 41 Construction of Foot Bridge 14.520 3,13,853/- 42 Construction of CTC 14.568 6,02,050/- 43 Construction of Foot Bridge 14.580 3,13,853/-

44 Construction of Sopanam (Washing Ghat) 14.710 2,94,513/-

45 Construction of CTC 15.910 6,21,594/- 46 Dismantling and Reconstruction of CTC 16.197 6,11,093/- 47 Construction of Foot Bridge 16.520 3,14,144/- 48 Dismantling and Reconstruction of CTC 16.545 6,11,093/- 49 Construction of CTC 17.320 6,00,375/- 50 Dismantling and Reconstruction of CTC 17.627 6,12,029/- 51 Construction of CTC 17.940 6,00,375/- 52 Construction of CTC 18.130 6,00,375/- 53 Construction of CTC 18.250 6,00,375/- 54 Construction of CTC 18.380 6,00,375/- 55 Construction of CTC 18.610 6,00,375/- 56 Construction of CTC 18.920 6,00,375/- 57 Dismantling and Reconstruction of CTC 19.207 6,12,821/- 58 Dismantling and Reconstruction of CTC 20.140 6,12,821/- 59 Construction of CTC 20.140 4,84,645/- 60 Construction of CTC 20.230 4,84,645/- 61 Construction of CTC 20.690 4,84,645/- Amount in Sl.No Type of structure Chainage in Km Remarks Rupees 62 Construction of CTC 20.830 4,84,645/- 63 Dismantling and Reconstruction of CTC 20.890 6,13,339/- 64 Dismantling and Reconstruction of CTC 21.103 6,13,892/- 65 Dismantling and Reconstruction of CTC 21.394 6,13,892/- 66 Dismantling and Reconstruction of CTC 21.607 6,13,892/- Dismantling and Reconstruction of Foot 67 22.673 3,24,446/- Bridge TOTAL 3,95,33,453/- 395.33 Lakhs 8. Remodelling of Structures under Belgodhalla Channel 1 Construction of Foot Bridge 0.310 2,11,119/- 2 Construction of CTC 0.610 6,10,198/- 3 Construction of CTC 0.865 6,10,198/- 4 Construction of CTC 0.940 6,10,198/- 5 Construction of CTC 1.320 6,08,656/- 6 Dismantle and Reconstruction of CTC 1.670 6,17,005/- 7 Construction of CTC 2.620 6,07,567/- 8 Construction of CTC 3.820 6,05,939/- 9 Dismantle and Reconstruction of CTC 3.966 6,14,288/- 10 Construction of Road Bridge 4.890 9,30,742/- 11 Construction of CTC 6.180 6,04,817/- 12 Dismantle and Reconstruction of CTC 6.364 6,13,166/- 13 Construction of CTC 8.050 6,05,887/- 14 Dismantle and Reconstruction of CTC 8.301 6,14,237/- 15 Construction of CTC 9.377 6,06,709/- 16 Construction of CTC 10.930 6,10,790/- 17 Construction of CTC 10.980 6,10,790/- 18 Construction of CTC 11.220 6,10,790/- TOTAL 1,09,03,098/- 109.03 Lakhs Amount in Sl.No Type of structure Chainage in Km Remarks Rupees 9. Remodelling of Structures under Deshnur Channel 1 Dismantling and Reconstruction of CTC 2.753 7,57,493/- 2 Dismantling and Reconstruction of CTC 3.150 7,54,602/- 3 Construction of CTC 4.110 6,54,547/- 4 Construction of CTC 5.010 6,50,881/- Details enclosed Refer 5 Construction of Road Bridge 5.110 10,37,849/- Volume-III of Annexure- 15, Page No.402 6 Construction of CTC 5.310 6,50,881/- 7 Construction of CTC 5.670 6,50,881/- 8 Dismantling and Reconstruction of CTC 7.310 6,38,762/- 9 Dismantling and Reconstruction of CTC 8.010 6,39,238/- TOTAL 64,35,134/- 64.35 Lakhs 10. Remodelling of Structures under Siruguppa Channel 1 Construction of CTC 3.600 9,48,469/- Details enclosed Refer 2 Construction of Retaining Wall 0.000 47,92,084/- Volume-III of Annexure- 16, Page No.432 3 Dismantling and Reconstruction of CTC 5.665 8,67,924/- 4 Construction of CTC 7.200 8,36,732/- 5 Dismantling and Reconstruction of CTC 7.935 8,45,081/- 6 Construction of Sopanam (Washing Ghat) 5.700 2,41,702/- 7 Dismantling and Reconstruction of CTC 5.665 8,67,924/- TOTAL 93,99,916/- 94.00 Lakhs 11. Remodelling of Structures under Hulugi Channel 1 Dismantling and Reconstruction of CTC 1.179 9,81,130/- 2 Dismantling and Reconstruction of CTC 2.040 11,91,983/- 3 Dismantling and Reconstruction of CTC 2.335 11,91,983/-

4 Dismantling and Reconstruction of Foot Bridge 2.272 4,06,978/-

5 Dismantling and Reconstruction of CTC 3.128 11,93,103/- Details enclosed Refer Dismantling and Reconstruction of Village Road 6 4.000 11,53,927/- Volume-III of Annexure- Bridge 17, Page No.457 7 Dismantling and Reconstruction of CTC 5.160 5,23,086/- 8 Dismantling and Reconstruction of CTC 7.158 6,04,900/- 9 Dismantling and Reconstruction of CTC 7.234 6,04,900/- 10 Dismantling and Reconstruction of CTC 8.800 5,91,040/- TOTAL 84,43,027/- 84.43 Lakhs Amount in Sl.No Type of structure Chainage in Km Remarks Rupees 12. Remodelling of Structures under Shivapura Channel Dismantling and Reconstruction of Village 1 0.152 13,58,665/- Road Bridge 2 Dismantling and Reconstruction of CTC 1.949 6,23,080/- Dismantling and Reconstruction of Village 3 3.873 11,42,156/- Road Bridge Dismantling and Reconstruction of Village 4 4.478 11,43,793/- Road Bridge Dismantling and Reconstruction of Village 5 5.045 11,44,836/- Road Bridge 6 Dismantling and Reconstruction of CTC 6.442 8,00,389/- Dismantling and Reconstruction of Village 7 6.475 11,54,543/- Road Bridge TOTAL 73,67,464/- 73.67 Lakhs 13. Remodelling of Structures under Anegundi Channel Dismantling and Reconstruction of Village Road 1 0.489 12,84,561/- Bridge 2 Dismantling and Reconstruction of CTC 7.624 7,33,372/- 3 Dismantling and Reconstruction of CTC 9.645 7,36,764/- 4 Dismantling and Reconstruction of CTC 9.826 7,36,734/- 5 Dismantling and Reconstruction of CTC 10.320 7,33,620/- 6 Construction of CTC 11.840 7,38,060/- 7 Dismantling and Reconstruction of CTC 13.364 7,37,664/- 8 Dismantling and Reconstruction of CTC 16.115 6,86,226/- 9 Dismantling and Reconstruction of CTC 17.044 7,29,783/- 10 Dismantling and Reconstruction of CTC 17.379 7,29,783/- 11 Construction of CTC 18.176 7,29,799/- 12 Dismantling and Reconstruction of CTC 18.753 7,29,799/- 13 Construction of Sopanam (Washing Ghat) 16.745 2,18,397/- Dismantling and Reconstruction of CTC and 14 18.176 3,20,435/- Sopanam (Washing Ghat) Dismantling and Reconstruction of Sopanam 15 18.360 3,20,435/- (Washing Ghat) Dismantling and Reconstruction of Sopanam 16 18.616 3,20,435/- (Washing Ghat) 17 Construction of Sopanam (Washing Ghat) 18.738 3,20,435/- Details enclosed Refer 18 Construction of Cattle Ramp 15.569 2,27,152/- Volume-III of Annexure- 18, Page No.489 Dismantling and Reconstruction of Cattle Ramp 19 16.745 2,25,272/- and Sopanam 20 Construction of Cattle Ramp 17.389 2,24,280/- 21 Construction of Cattle Ramp 18.738 2,24,280/- TOTAL 1,17,07,286/- 117.07 Lakhs Amount in Sl.No Type of structure Chainage in Km Remarks Rupees 14. Remodelling of Structures under Upper Gangavathi Channel 1 Dismantling and Reconstruction of CTC 0.250 11,27,473/- 2 Dismantling and Reconstruction of VRB 4.099 13,60,334/- 3 Construction of Sopanam (Washing Ghat) 5.370 2,04,642/- 4 Dismantling and Reconstruction of CTC 5.535 10,94,872/- 5 Construction of Sopanam (Washing Ghat) 5.970 2,04,642/- 6 Dismantling and Reconstruction of CTC 6.214 7,05,401/- 7 Construction of Sopanam (Washing Ghat) 6.250 1,67,097/- 8 Construction of Sopanam (Washing Ghat) 6.270 1,67,097/- 9 Construction of Sopanam (Washing Ghat) 6.480 1,67,097/- 10 Construction of Sopanam (Washing Ghat) 6.510 1,55,084/- 11 Dismantling and Reconstruction of CTC 6.665 7,51,945/- 12 Dismantling and Reconstruction of CTC 8.697 6,37,060/- 13 Dismantling and Reconstruction of CTC 8.782 6,37,060/- TOTAL 73,79,803/- 73.80 Lakhs 15. Remodelling of Structures under Lower Gangavathi Channel 1 Dismantling and Reconstruction of CTC 1.700 12,54,172/- 2 Dismantling and Reconstruction of CTC 2.242 8,34,481/- 3 Dismantling and Reconstruction of CTC 5.790 8,13,175/- 4 Dismantling and Reconstruction of CTC 8.325 7,14,727/- TOTAL 36,16,556/- 36.17 Lakhs 16. Remodelling of Structures under Bichal Channel 1 Dismantling and Reconstruction of CTC 0.315 10,38,855/- 2 Dismantling and Reconstruction of CTC 1.44 10,09,001/- 3 Dismantling and Reconstruction of CTC 2.103 10,44,565/- 4 Dismantling and Reconstruction of CTC 3.89 10,05,115/- 5 Dismantling and Reconstruction of CTC 10.83 4,58,137/- 6 Dismantling and Reconstruction of CTC 12.06 4,60,479/- 7 Dismantling and Reconstruction of CTC 12.834 4,60,479/- 8 Dismantling and Reconstruction of CTC 12.942 4,60,479/- 9 Dismantling and Reconstruction of CTC 13.145 4,61,658/- 10 Dismantling and Reconstruction of CTC 13.427 4,61,658/- 11 Dismantling and Reconstruction of CTC 14.195 4,61,658/- TOTAL 73,22,083/- 73.22 Lakhs MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT

H-Escapes ABSTRACT Sl Amount Description No. Rs in Lakhs Construction of Escapes coming under entire Vijayanagar Channel system(16 Nos.) 1 Raya Channel 68.93 2 Basavanna Channel 6.96 3 Bella Channel 24.86 4 Kalaghatta Channel 7.86 5 Turtha Channel 36.32 6 Ramasagara Channel 31.07 7 Kampli Channel 33.10 8 Belagodhalla Channel 25.67 9 Deshnur Channel 12.14 10 Siruguppa Channel 6.26 11 Hulugi Channel 41.06 12 Shivapura Channel 5.65 13 Anegundi Channel 233.69 14 Upper Gangavathi Channel 10.13 15 Lower Gangavathi Channel 18.14 TOTAL 561.84 Lakhs

COST OF H-ESCAPES Rs.561.84 LAKHS MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT H- Escapes

Amount in Sl.No Type of structure Chainage in Km Remarks Rupees 1. Remodelling of Structures under Raya Channel 1 Construction of Canal Escape 11.721 9,15,092/- 2 Construction of Canal Escape 15 .616 19,30,126/- Dismantling and Reconstruction of 3 2 .169 Scouring Sluice 21,43,263/- Dismantling and Reconstruction of 4 3 .440 Scouring Sluice 7,46,448/- 5 Construction of Scouring Sluice 8 .332 5,72,822/- Dismantling and Reconstruction of 6 22 .347 Scouring Sluice 5,85,602/- TOTAL 68,93,353/- 68.93 Lakhs 2. Remodelling of Structures under Basavanna Channel 1 Construction of Canal Escape 10.9 6,95,798/- TOTAL 6,95,798/- 6.96 Lakhs 3. Remodelling of Structures under Bella Channel Dismantle and Reconstruction of 1 0.447 9,30,223/- Scouring sluice Dismantle and Reconstruction of 2 0.628 15,55,720/- Relieving Weir TOTAL 24,85,944/- 24.86 Lakhs 4. Remodelling of Structures under Kalaghatta Channel Dismantle and Reconstruction of 1 0.893 7,85,711/- Scouring sluice TOTAL 7,85,711/- 7.86 Lakhs 5. Remodelling of Structures under Turtha Channel 1 Construction of Canal Escape 0.000 4,75,627/- Details enclosed Refer 2 Construction of Releiving Weir 0.880 19,11,947/- Volume-III of Annexure-19, Page No.504 Details enclosed Refer Dismantle and Reconstruction of 3 1.221 5,88,954/- Volume-III of Annexure-20, Scouring sluice Page No.525 Details enclosed Refer 4 Construction of Canal Escape 10.900 6,55,475/- Volume-III of Annexure-21, Page No.572 TOTAL 36,32,003/- 36.32 Lakhs Amount in Sl.No Type of structure Chainage in Km Remarks Rupees 6. Remodelling of Structures under Ramasagara Channel Dismantling and Reconstruction of 1 2.200 20,46,598/- Relieving Weir 2 Construction of Canal Escape 11.310 4,95,147/- 3 Construction of Canal Escape 13.718 5,65,204/- TOTAL 31,06,950/- 31.07 Lakhs 7. Remodelling of Structures under Kampli Channel 1 Construction of Scouring sluice 1.150 5,55,577/- 2 Construction of Scouring sluice 1.320 5,55,577/- 3 Construction of Scouring sluice 2.070 5,52,101/- 4 Construction of Scouring sluice 3.150 5,76,084/- Dismantle and Reconstruction of 5 5.548 5,85,725/- Scouring sluice 6 Construction of Scouring sluice 14.050 4,85,407/- TOTAL 33,10,469/- 33.10 Lakhs 8. Remodelling of Structures under Belgodhalla Channel 1 Construction of Scouring Sluice 4.32 4,30,713/- Dismantle and Reconstruction of 4.545 4,32,080/- 2 Scouring Sluice 3 Construction of Scouring Sluice 7.33 4,30,554/- Dismantle and Reconstruction of 7.567 4,22,922/- 4 Scouring Sluice 5 Construction of Scouring Sluice 10.72 4,20,177/- Dismantle And Reconstruction of 11.001 4,30,544/- 6 Scouring Sluice TOTAL 25,66,990/- 25.67 Lakhs 9. Remodelling of Structures under Deshnur Channel Dismantling and Reconstruction of 1 0.305 5,81,783/- Scouring sluice Dismantling and Reconstruction of 2 1.41 6,32,364/- Scouring sluice TOTAL 12,14,146/- 12.14 Lakhs 10. Remodelling of Structures under Siruguppa Channel 1 Construction of Scouring Sluice 0.362 6,25,869/- TOTAL 6,25,869/- 6.26 Lakhs Amount in Sl.No Type of structure Chainage in Km Remarks Rupees 11. Remodelling of Structures under Hulugi Channel Dismantling and Reconstruction of 1 0.219 3,43,333/- Scouring Sluice Dismantling and Reconstruction of 2 0.317 3,43,333/- Scouring Sluice Dismantling and Reconstruction of 3 0.585 3,43,333/- Scouring Sluice Dismantling and Reconstruction of 4 0.990 3,43,333/- Scouring Sluice Dismantling and Reconstruction of 5 3.216 4,96,413/- Scouring Sluice 6 Construction of Canal Escape 4.277 3,46,469/- Dismantling and Reconstruction of 7 7.393 9,44,679/- Scouring Sluice Dismantling and Reconstruction of 8 7.600 9,44,679/- Scouring Sluice TOTAL 41,05,571/- 41.06 Lakhs 12. Remodelling of Structures under Shivapura Channel Dismantling and Reconstruction of 1 3.510 5,65,088/- Scouring Sluice TOTAL 5,65,088/- 5.65 Lakhs Amount in Sl.No Type of structure Chainage in Km Remarks Rupees 13. Remodelling of Structures under Anegundi Channel Dismantling and Reconstruction of 1 0.024 16,79,450/- Escape Dismantling and Reconstruction of 2 0.754 13,85,348/- Escape Dismantling and Reconstruction of 3 2.843 13,86,783/- Escape Dismantling and Reconstruction of 4 3.400 15,19,897/- Escape cum Releiving Weir Dismantling and Reconstruction of 5 8.900 21,86,227/- Escape cum Releiving Weir Dismantling and Reconstruction of 6 5.799 20,40,221/- Releiving Weir 7 Construction of Releiving Weir 9.502 18,14,722/- Dismantling and Reconstruction of 8 11.435 15,09,483/- Releiving Weir Dismantling and Reconstruction of 9 11.725 15,09,483/- Releiving Weir Dismantling and Reconstruction of 10 11.850 15,09,483/- Releiving Weir Dismantling and Reconstruction of 11 14.376 16,04,293/- Releiving Weir Dismantling and Reconstruction of 12 14.800 16,04,293/- Releiving Weir Dismantling and Reconstruction of 13 15.760 14,91,087/- Releiving Weir 14 Construction of Releiving Weir 18.736 21,27,983/- TOTAL 2,33,68,753/- 233.69 Lakhs 14. Remodelling of Structures under Upper Gangavathi Channel Dismantling and Reconstruction of 7.44 10,13,446/- 1 Canal Escape TOTAL 10,13,446/- 10.13 Lakhs 15. Remodelling of Structures under Lower Gangavathi Channel Dismantling and Reconstruction of 1 Scouring Sluice 0.000 7,22,015/- Dismantling and Reconstruction of 2 Escape cum CTC 3.150 10,92,022/- TOTAL 18,14,037/- 18.14 Lakhs

MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT K - Buildings

Sl Plinth Area Rate/Sq ft in Amount Description No. No. (Sq Ft) Rs Rs in Lakhs Works under Head works Sub division Non - Residential Buildings 1 Construction of office Building 1 2000 1750 35.00 Residential Buildings 2 Construction of AEE Quarters 1 1200 2000 24.00 3 Construction of 3 Nos AE Quarters 2 900 2000 36.00 4 Construction of Staff quarters (5 Nos) 5 600 2000 60.00 TOTAL 155.00 COST OF K - Buildings = Rs.155.00 LAKHS

All the above Residential and Non-Residential Buildings are permanent one which is exclusively meant for operation and maintainance of Canal Network.As such item Receipts & Recoveries on capital accounts on Buildings is Nil

Note: Rates is as per SR of State PWD Circle, Bellary MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT

L- Earth Work,Lining,Formation of Service Roads for Canals.

ABSTRACT

Sl Amount Description No. Rs in Lakhs

Remodelling of Main Canal

1 Raya Channel 3423.52 2 Basavanna Channel 1291.70 3 Bella Channel 544.41 4 Kalaghatta Channel 611.03 5 Turtha Channel 1845.46 6 Ramasagara Channel 1567.33 7 Kampli Channel 1685.75 8 Belagodhalla Channel 649.03 9 Deshnur Channel 607.59 10 Siruguppa Channel 946.81 11 Hulugi Channel 887.76 12 Shivapura Channel 411.45 13 Anegundi Channel 2881.60 14 Upper Gangavathi Channel 1278.95 15 Lower Gangavathi Channel 1056.00 16 Bichal Channel 933.14 Total = 20621.53

COST OF L-EARTHWORK Rs.20621.53 LAKHS

` MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT

ABSTRACT ESTIMATE FOR EARTHWORK , LINING AND FORMATION OF SERVICE ROAD UNDER MODERNISATION OF VIJAYANAGARA CHANNELS. L - WORKS

No. Particulars Cost( in Rupees) Remarks 1. Remodelling of Raya Channel 1 Estimates for Earthwork and Lining for Km 1 1,54,79,772/- 2 Estimates for Earthwork and Lining for Km 2 1,65,66,608/- 3 Estimates for Earthwork and Lining for Km 3 1,63,38,424/- 4 Estimates for Earthwork and Lining for Km 4 1,51,66,652/- 5 Estimates for Earthwork and Lining for Km 5 1,33,64,031/- 6 Estimates for Earthwork and Lining for Km 6 1,42,44,897/- 7 Estimates for Earthwork and Lining for Km 7 1,87,09,235/- 8 Estimates for Earthwork and Lining for Km 8 1,88,10,719/- 9 Estimates for Earthwork and Lining for Km 9 1,40,69,969/- 10 Estimates for Earthwork and Lining for Km 10 1,44,98,098/- 11 Estimates for Earthwork and Lining for Km 11 1,35,55,412/- 12 Estimates for Earthwork and Lining for Km 12 1,46,70,031/- 13 Estimates for Earthwork and Lining for Km 13 1,51,18,666/- 14 Estimates for Earthwork and Lining for Km 14 1,18,34,292/- 15 Estimates for Earthwork and Lining for Km 15 1,34,65,956/- 16 Estimates for Earthwork and Lining for Km 16 1,29,47,262/- 17 Estimates for Earthwork and Lining for Km 17 94,18,686/- 18 Estimates for Earthwork and Lining for Km 18 92,48,686/- 19 Estimates for Earthwork and Lining for Km 19 1,23,88,118/- 20 Estimates for Earthwork and Lining for Km 20 94,95,459/- 21 Estimates for Earthwork and Lining for Km 21 86,86,729/- 22 Estimates for Earthwork and Lining for Km 22 97,37,809/- 23 Estimates for Earthwork and Lining for Km 23 91,87,577/- 24 Estimates for Earthwork and Lining for Km 24 84,92,699/- 25 Estimates for Earthwork and Lining for Km 25 85,99,780/- 26 Estimates for Earthwork and Lining for Km 26 86,39,236/- 27 Estimates for Earthwork and Lining for Km 27.6 1,03,25,665/- 28 Deduct Lining Cost for Structures -7,08,494 TOTAL 34,23,51,974/- Rs 3423.52 Lakhs No. Particulars Cost( in Rupees) Remarks 2. Remodelling of Basavanna Channel 1 Estimates for Earthwork and Lining for Km 1 87,19,237/- 2 Estimates for Earthwork and Lining for Km 2 88,60,653/- 3 Estimates for Earthwork and Lining for Km 3 86,73,798/- 4 Estimates for Earthwork and Lining for Km 4 84,27,834/- 5 Estimates for Earthwork and Lining for Km 5 80,82,383/- 6 Estimates for Earthwork and Lining for Km 6 81,16,560/- 7 Estimates for Earthwork and Lining for Km 7 76,93,858/- 8 Estimates for Earthwork and Lining for Km 8 76,03,795/- 9 Estimates for Earthwork and Lining for Km 9 76,34,523/- 10 Estimates for Earthwork and Lining for Km 10 78,43,083/- 11 Estimates for Earthwork and Lining for Km 11 79,03,842/- 12 Estimates for Earthwork and Lining for Km 12 79,33,844/- 13 Estimates for Earthwork and Lining for Km 13 67,84,600/- 14 Estimates for Earthwork and Lining for Km 14 73,24,858/- 15 Estimates for Earthwork and Lining for Km 15 77,72,871/- 16 Estimates for Earthwork and Lining for Km 16 62,29,568/- 17 Estimates for Earthwork and Lining for Km 16.5 42,10,039/- 18 Deduct Lining Cost for Structures -6,45,143 /- TOTAL 12,91,70,203/- Rs 1291.70 Lakhs 3. Remodelling of Bella Channel 1 Estimates for Earthwork and Lining for Km 1 78,02,099/- 2 Estimates for Earthwork and Lining for Km 2 1,50,54,712/- 3 Estimates for Earthwork and Lining for Km 3 9,44,495/- 4 Estimates for Earthwork and Lining for Km 4 1,56,90,483/- 5 Estimates for Earthwork and Lining for Km 5 84,57,289/- 6 Estimates for Earthwork and Lining for Km 5.5 69,91,125/- 7 Deduct Lining Cost for Structures -4,99,456/- TOTAL 5,44,40,747/- Rs 544.41 Lakhs 4. Remodelling of Kalaghatta Channel 1 Estimates for Earthwork and Lining for Km 1 94,31,020/- 2 Estimates for Earthwork and Lining for Km 2 85,79,328/- 3 Estimates for Earthwork and Lining for Km 3 56,96,975/- 4 Estimates for Earthwork and Lining for Km 4 96,59,216/- 5 Estimates for Earthwork and Lining for Km 5 95,37,422/- 6 Estimates for Earthwork and Lining for Km 6 84,42,011/- 7 Estimates for Earthwork and Lining for Km 7.2 98,33,766/- 8 Deduct Lining Cost for Structures -76,475/- TOTAL 6,11,03,262/- Rs 611.03 Lakhs No. Particulars Cost( in Rupees) Remarks 5. Remodelling of Turtha Channel Details enclosed Refer 1 Estimates for Earthwork and Lining for Km 1 1,11,74,219/- Volume-III of Annexure-22, Page No.622 2 Estimates for Earthwork and Lining for Km 2 1,13,53,337/- 3 Estimates for Earthwork and Lining for Km 3 1,10,62,435/- 4 Estimates for Earthwork and Lining for Km 4 1,08,75,507/- 5 Estimates for Earthwork and Lining for Km 5 1,02,83,157/- 6 Estimates for Earthwork and Lining for Km 6 1,07,60,852/- 7 Estimates for Earthwork and Lining for Km 7 1,06,83,952/- 8 Estimates for Earthwork and Lining for Km 8 1,00,83,626/- 9 Estimates for Earthwork and Lining for Km 9 96,94,056/- 10 Estimates for Earthwork and Lining for Km 10 99,81,898/- 11 Estimates for Earthwork and Lining for Km 11 99,75,490/- 12 Estimates for Earthwork and Lining for Km 12 1,08,08,782/- 13 Estimates for Earthwork and Lining for Km 13 90,28,363/- 14 Estimates for Earthwork and Lining for Km 14 97,63,501/- 15 Estimates for Earthwork and Lining for Km 15 1,03,43,039/- 16 Estimates for Earthwork and Lining for Km 16 81,69,862/- 17 Estimates for Earthwork and Lining for Km 17 83,46,545/- 18 Estimates for Earthwork and Lining for Km 18.692 1,27,01,816/- Details enclosed Refer 19 Deduct Lining Cost for Structures -5,44,617/- Volume-III of Annexure-22, Page No.641 TOTAL 18,45,45,820/- Rs 1845.46 Lakhs No. Particulars Cost( in Rupees) Remarks 6. Remodelling of Ramasagara Channel 1 Estimates for Earthwork and Lining for Km 1 1,19,49,295/- 2 Estimates for Earthwork and Lining for Km 2 1,16,70,587/- 3 Estimates for Earthwork and Lining for Km 3 1,15,36,086/- 4 Estimates for Earthwork and Lining for Km 4 1,17,01,977/- 5 Estimates for Earthwork and Lining for Km 5 1,12,07,474/- 6 Estimates for Earthwork and Lining for Km 6 1,21,33,240/- 7 Estimates for Earthwork and Lining for Km 7 1,03,35,919/- 8 Estimates for Earthwork and Lining for Km 8 94,06,068/- 9 Estimates for Earthwork and Lining for Km 9 91,15,240/- 10 Estimates for Earthwork and Lining for Km 10 95,26,732/- 11 Estimates for Earthwork and Lining for Km 11 99,66,122/- 12 Estimates for Earthwork and Lining for Km 12 95,35,910/- 13 Estimates for Earthwork and Lining for Km 13 92,05,254/- 14 Estimates for Earthwork and Lining for Km 14 86,15,003/- 15 Estimates for Earthwork and Lining for Km 15.386 1,19,56,759/- 16 Deduct Lining Cost for Structures -11,28,609/- TOTAL 15,67,33,055/- Rs 1567.33 Lakhs 7. Remodelling of Kampli Channel 1 Estimates for Earthwork and Lining for Km 1 74,35,572/- 2 Estimates for Earthwork and Lining for Km 2 79,75,878/- 3 Estimates for Earthwork and Lining for Km 3 80,18,323/- 4 Estimates for Earthwork and Lining for Km 4 82,75,875/- 5 Estimates for Earthwork and Lining for Km 5 50,79,755/- 6 Estimates for Earthwork and Lining for Km 6 84,86,354/- 7 Estimates for Earthwork and Lining for Km 7 82,17,206/- 8 Estimates for Earthwork and Lining for Km 8 81,86,501/- 9 Estimates for Earthwork and Lining for Km 9 77,10,058/- 10 Estimates for Earthwork and Lining for Km 10 78,29,497/- 11 Estimates for Earthwork and Lining for Km 11 79,53,836/- 12 Estimates for Earthwork and Lining for Km 12 80,97,969/- 13 Estimates for Earthwork and Lining for Km 13 78,51,627/- 14 Estimates for Earthwork and Lining for Km 14 79,63,833/- 15 Estimates for Earthwork and Lining for Km 15 67,85,445/- 16 Estimates for Earthwork and Lining for Km 16 75,01,232/- 17 Estimates for Earthwork and Lining for Km 17 70,80,188/- 18 Estimates for Earthwork and Lining for Km 18 64,22,426/- 19 Estimates for Earthwork and Lining for Km 19 62,90,346/- 20 Estimates for Earthwork and Lining for Km 20 62,99,875/- 21 Estimates for Earthwork and Lining for Km 21 54,74,419/- No. Particulars Cost( in Rupees) Remarks 22 Estimates for Earthwork and Lining for Km 22 57,57,861/- 23 Estimates for Earthwork and Lining for Km 23.55 88,17,064/- 24 Deduct Lining Cost for Structures -9,35,730 TOTAL 16,85,75,410/- Rs 1685.75 Lakhs 8. Remodelling of Belgodhalla Channel 1 Estimates for Earthwork and Lining for Km 1 64,05,264/- 2 Estimates for Earthwork and Lining for Km 2 62,68,616/- 3 Estimates for Earthwork and Lining for Km 3 60,51,742/- 4 Estimates for Earthwork and Lining for Km 4 59,28,189/- 5 Estimates for Earthwork and Lining for Km 5 60,33,132/- 6 Estimates for Earthwork and Lining for Km 6 49,66,926/- 7 Estimates for Earthwork and Lining for Km 7 54,43,462/- 8 Estimates for Earthwork and Lining for Km 8 57,01,197/- 9 Estimates for Earthwork and Lining for Km 9 55,82,278/- 10 Estimates for Earthwork and Lining for Km 10 56,95,595/- 11 Estimates for Earthwork and Lining for Km 11.22 69,42,525/- 12 Deduct Lining Cost for Structures -1,15,898 TOTAL 6,49,03,028/- Rs 649.03 Lakhs

9. Remodelling of Deshnur Channel 1 Estimates for Earthwork and Lining for Km 1 1,00,11,569/- 2 Estimates for Earthwork and Lining for Km 2 77,74,464/- 3 Estimates for Earthwork and Lining for Km 3 71,73,114/- 4 Estimates for Earthwork and Lining for Km 4 72,03,935/- 5 Estimates for Earthwork and Lining for Km 5 57,41,265/- 6 Estimates for Earthwork and Lining for Km 6 56,85,321/- 7 Estimates for Earthwork and Lining for Km 7 55,75,114/- 8 Estimates for Earthwork and Lining for Km 8 55,81,867/- 9 Estimates for Earthwork and Lining for Km 9 60,11,963/- TOTAL 6,07,58,612/- Rs 607.59 Lakhs No. Particulars Cost( in Rupees) Remarks 10. Remodelling of Siruguppa Channel 1 Estimates for Earthwork and Lining for Km 1 1,01,68,647/- 2 Estimates for Earthwork and Lining for Km 2 1,02,48,901/- 3 Estimates for Earthwork and Lining for Km 3 1,12,63,291/- 4 Estimates for Earthwork and Lining for Km 4 1,16,41,685/- 5 Estimates for Earthwork and Lining for Km 5 90,66,717/- 6 Estimates for Earthwork and Lining for Km 6 98,97,942/- 7 Estimates for Earthwork and Lining for Km 7 74,73,246/- 8 Estimates for Earthwork and Lining for Km 8 73,65,085/- 9 Estimates for Earthwork and Lining for Km 9 69,35,216/- 10 Estimates for Earthwork and Lining for Km 10.85 1,07,07,399/- 11 Deduct Lining Cost for Structures -87,344/- TOTAL 9,46,80,785/- Rs 946.81 Lakhs 11. Remodelling of Hulugi Channel 1 Earthwork of Canal including cost of lining 0 - 1 Km 87,07,620/- 2 Earthwork of Canal including cost of lining 1 - 2 Km 88,06,666/- 3 Earthwork of Canal including cost of lining 2 - 3 Km 83,64,822/- 4 Earthwork of Canal including cost of lining 3 - 4 Km 81,21,358/- 5 Earthwork of Canal including cost of lining 4 - 5 Km 94,00,829/- 6 Earthwork of Canal including cost of lining 5 - 6 Km 93,32,418/- 7 Earthwork of Canal including cost of lining 6 - 7 Km 85,13,349/- 8 Earthwork of Canal including cost of lining 7 - 8 Km 79,21,442/- 9 Earthwork of Canal including cost of lining 8 - 9 Km 76,55,035/- 10 Earthwork of Canal including cost of lining 9 - 10 Km 73,34,008/- 11 Earthwork of Canal including cost of lining 10-10.692 Km 48,10,000/- 12 Deduct Lining Cost for Structures -1,91,382/- TOTAL 8,87,76,165/- Rs 887.76 Lakhs

12. Remodelling of Shivapura Channel 1 Estimates for Earthwork and Lining for Km 1 83,03,561/- 2 Estimates for Earthwork and Lining for Km 2 59,50,619/- 3 Estimates for Earthwork and Lining for Km 3 60,00,708/- 4 Estimates for Earthwork and Lining for Km 4 61,21,292/- 5 Estimates for Earthwork and Lining for Km 5 60,95,831/- 6 Estimates for Earthwork and Lining for Km 6 58,27,586/- 7 Estimates for Earthwork and Lining for Km 7 32,18,752/- 8 Deduct Lining Cost for Structures -3,73,665/- TOTAL 4,11,44,683/- Rs 411.45 Lakhs No. Particulars Cost( in Rupees) Remarks 13. Remodelling of Anegundi Channel 1 Estimates for Earthwork and Lining for Km 1 1,52,14,935/- 2 Estimates for Earthwork and Lining for Km 2 1,42,58,405/- 3 Estimates for Earthwork and Lining for Km 3 1,64,17,796/- 4 Estimates for Earthwork and Lining for Km 4 1,64,92,322/- 5 Estimates for Earthwork and Lining for Km 5 1,58,47,372/- 6 Estimates for Earthwork and Lining for Km 6 1,67,06,102/- 7 Estimates for Earthwork and Lining for Km 7 1,48,92,138/- 8 Estimates for Earthwork and Lining for Km 8 1,43,55,924/- 9 Estimates for Earthwork and Lining for Km 9 1,41,69,963/- 10 Estimates for Earthwork and Lining for Km 10 1,55,57,250/- 11 Estimates for Earthwork and Lining for Km 11 1,37,30,544/- 12 Estimates for Earthwork and Lining for Km 12 1,51,05,735/- 13 Estimates for Earthwork and Lining for Km 13 1,31,78,438/- 14 Estimates for Earthwork and Lining for Km 14 1,67,60,488/- 15 Estimates for Earthwork and Lining for Km 15 1,59,07,867/- 16 Estimates for Earthwork and Lining for Km 16 1,24,50,361/- 17 Estimates for Earthwork and Lining for Km 17 1,54,42,819/- 18 Estimates for Earthwork and Lining for Km 18 1,51,25,473/- 19 Estimates for Earthwork and Lining for Km 19.44 1,84,26,450/- 20 Deduct Lining Cost for Structures -18,79,891/- TOTAL 28,81,60,490/- Rs 2881.60 Lakhs 14. Remodelling of Upper Gangavathi Channel 1 Estimates for Earthwork and Lining for Km 1 1,64,77,233/- 2 Estimates for Earthwork and Lining for Km 2 1,95,25,435/- 3 Estimates for Earthwork and Lining for Km 3 1,56,31,309/- 4 Estimates for Earthwork and Lining for Km 4 2,20,07,755/- 5 Estimates for Earthwork and Lining for Km 5 1,42,37,048/- 6 Estimates for Earthwork and Lining for Km 6 1,45,65,839/- 7 Estimates for Earthwork and Lining for Km 7 1,09,59,184/- 8 Estimates for Earthwork and Lining for Km 8 90,61,505/- 9 Estimates for Earthwork and Lining for Km 9.03 81,78,973/- 10 Deduct Lining Cost for Structures -27,48,883/- TOTAL 12,78,95,398/- Rs 1278.95 Lakhs No. Particulars Cost( in Rupees) Remarks 15. Remodelling of Lower Gangavathi Channel 1 Estimates for Earthwork and Lining for Km 1 1,14,08,253/- 2 Estimates for Earthwork and Lining for Km 2 1,21,78,708/- 3 Estimates for Earthwork and Lining for Km 3 1,13,38,353/- 4 Estimates for Earthwork and Lining for Km 4 1,07,31,509/- 5 Estimates for Earthwork and Lining for Km 5 1,04,71,646/- 6 Estimates for Earthwork and Lining for Km 6 1,31,71,089/- 7 Estimates for Earthwork and Lining for Km 7 1,16,71,452/- 8 Estimates for Earthwork and Lining for Km 8 1,05,89,778/- 9 Estimates for Earthwork and Lining for Km 9 76,80,550/- 10 Estimates for Earthwork and Lining for Km 9.54 68,36,513/- 11 Deduct Lining Cost for Structures -4,78,129/- TOTAL 10,55,99,722/- Rs 1056.00 Lakhs 16. Remodelling of Bichal Channel 1 Estimates for Earthwork and Lining for Km 1 67,83,960/- 2 Estimates for Earthwork and Lining for Km 2 69,34,425/- 3 Estimates for Earthwork and Lining for Km 3 65,28,897/- 4 Estimates for Earthwork and Lining for Km 4 68,71,047/- 5 Estimates for Earthwork and Lining for Km 5 70,96,298/- 6 Estimates for Earthwork and Lining for Km 6 85,36,597/- 7 Estimates for Earthwork and Lining for Km 7 58,54,046/- 8 Estimates for Earthwork and Lining for Km 8 59,20,989/- 9 Estimates for Earthwork and Lining for Km 9 57,36,208/- 10 Estimates for Earthwork and Lining for Km 10 59,41,438/- 11 Estimates for Earthwork and Lining for Km 11 51,05,371/- 12 Estimates for Earthwork and Lining for Km 12 61,32,141/- 13 Estimates for Earthwork and Lining for Km 13 61,76,966/- 14 Estimates for Earthwork and Lining for Km 14.52 96,95,705/- TOTAL 9,33,14,087/- Rs 933.14 Lakhs MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT

M - PLANTATION Rate Amount in Sl No. Types of structures Unit Quantity (in Rs) Rs. Providing trees along the Vijayanagar Channels 1 including protection, watering etc complete KM Approach Channel 0.57 31500.07 17,955/- Raya Channel 27.74 31500.07 8,73,812/- Basavanna Channel 16.50 31500.07 5,19,751/- Bella Channel 5.50 31500.07 1,73,250/- Kalaghatta Channel 7.00 31500.07 2,20,500/- Turtha Channel 18.70 31500.07 5,89,051/- Ramasagara Channel 15.50 31500.07 4,88,251/- Kampli Channel 23.50 31500.07 7,40,252/- Belagodhalla Channel 11.20 31500.07 3,52,801/- Deshnur Channel 9.00 31500.07 2,83,501/- Siruguppa Channel 10.80 31500.07 3,40,201/- Hulugi Channel 10.70 31500.07 3,37,051/- Shivapurra Channel 6.50 31500.07 2,04,750/- Anegundi Channel 19.50 31500.07 6,14,251/- Upper Gangavathi Channel 9.00 31500.07 2,83,501/- Lower Gangavathi Channel 9.50 31500.07 2,99,251/- Bichal Channel 14.50 31500.07 4,56,751/- Total Length 215.71 67,94,880/- Say Rs. (in Lakhs) 67.95

COST OF M- PLANTATION Rs. 67.95 LAKHS ANNEXURE NO-16 MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT M - PLANTATION Length considered- 1000 m (1 Km)

No. of plants required per Km = '(1000/15) x 2 = 134 nos

SSR I NO. PARTICULARS OF WORK QUANTITY RATE PER AMOUNT NO 1 2 3 4 5 6 7 Aligning the planting area along the 1 129 contours and marking for pits (without 28 300 1000 8.40 stacking)

. Excavation of pits of size 1mx1mx1m in hard soil with vertically cut edges to make uniform cube 7 heaping the 2 130 excavated soil on the lower side of the pits(1/3rd top soil to be deposited on the upper side 2/3rd on thelower side)

==>250.0 Cum 134.00 90 Pit 12060.00

Refilling of pits,cutting of edge of the pit on the lower side and refilling 75% of the pit with the excavated soil,duly breaking 3 131 the clods & information of sucer shaped mound on the lower sude of the pit of size 1mx1mx1m

==>250.0 Cum 134.00 10 pit 1340.00

Loading of 8-10 ft. tall seedlings raised in the H.D.P.E bags of size 14" x 20" into 4 86(f) the truck at the nursery site and 134.00 15 Each 2010.00 unloading nearest to the(irrespective of the distance)

Transportation of 14" X 20" P.B. Seedlings in hired truck from the nursery 5 87(f) site to planting site.Distance from 31- 134.00 8000.00 1000.00 1072.00 40kms.

Provindin 8- 10 feet along & 15 -20cms grith plantation stakes treated with coal 6 R.Q tar at the bottom of the stakes up to 3 27 12 Each 324.00 feet. SSR I NO. PARTICULARS OF WORK QUANTITY RATE PER AMOUNT NO 1 2 3 4 5 6 7 Conveyance of tall seedlings raised in HDPE bas of size 14" x 20" from the dumping point to the planting site near each pit on head load,fixing the 7 132 134.00 10 Each 1340.00 supporting stake firmly in the pit,planting the tall seedling to the supporting stake at 3 points.

Procuring of Bindings wire @ 35 8 M.R Plants/kg. 20 40 kg 800.00

Procuring of Bindings wire @20 9 M.R grams/Plant. 20 60 kg 1200.00

10 M.R Procuring of DAP wire @ 35 Plants/kg. 20 30 kg 600.00

Curring and collection of P.J. branches loading the same into the lorry and 11 133 unloading at the planting site(8- 134.000 15.00 Each 2010.00 10branches/tall plant.)

Convenyance of P.J Branches to individual pit,tying P.J branches around the supporting stake properly converting the tall plant with P.J thorny branches to 12 134 a height more than 2m and tying the P.J 134.000 6.30 Each 844.20 branches G.I.Wire at 3 places (10 P.J branches to be used)

Apllication of lime/chemical fertiliser around the plants about 15cm,away in a 13 100 furrow duly covering the soil(excluding 25.000 70.80 1000.00 1.77 the cost of materials)

I weeding around the plants (pits) to a 14 135 radius of 60cm 134.000 1500.00 1000.00 201.00

Scraping of grass and other growth around the tall plant to a radius of 1.00 15 137 m planted pits.(for 0.75m 3 pits only) 27.000 2500.00 1000.00 67.50 SSR I NO. PARTICULARS OF WORK QUANTITY RATE PER AMOUNT NO 1 2 3 4 5 6 7 Saucer Bhavan to the plant with semi- circular bound on the lower slope with 16 138 one meter distance between the ends of 27.000 4.30 Each 116.10 two arms of the bund.

17 139 Watering to the plants planted in the pits/trench along roadside and in the city limits at 50litres/plant.By Hiring the 54.000 7.15 Each 386.10 private vehicle 2 times.

18 Cost of poly based seedlings --- 6500.00

19 Add for miscellaneous and rounding off 619.00 Total = 31,500/-

Cost per Km of Plantation= Rs. 31,500 /-

Note: Rate of each item is as per SR of State Forest Department The Rates considered for each item under M plantation ia as per as per SR of State Forest Department

Range Forest Officer MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT

Q- SPECIAL TOOLS AND PLANTS ABSTRACT Sl Rate Amount Description Unit Quantity No. (Rs) Rs in Lakhs

Purchasing Bollero Van for Sub-division office No. 5 8,09,136/- 40.46 TOTAL 40.46 Lakhs

COST OF SPECIAL TOOLS AND PLANTS Rs.40.46 LAKHS MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT

Q- SPECIAL TOOLS AND PLANTS Sl Amount Description Unit Qty Rate in Rs No. Rs in Lakhs Bolero Van for following sub-division AEE , Vijayanagar canal sub division, 1 No 1 809136 8.09 Kamalapur AEE , No.1 canal sub division, Agalkera 2 No 1 809136 8.09 3 AEE , Vaddarahatti sub division No 1 809136 8.09 4 AEE , Siruguppa sub division No 1 809136 8.09 5 AEE , Yaramarus sub division No 1 809136 8.09 TOTAL 40.46 Lakhs TOTAL COST OF Q- SPECIAL TOOLS AND PLANTS Rs. 40.46 LAKHS

Note: Rate for 1 no. of Bolero Van as per Quotation by M/S Bellary Motor Sales Pvt. Ltd., Bellary ( Copy enclosed) MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT U-DISTRIBUTARIES AND MINORS ABSTRACT

Sl Amount Description No. Rs in Lakhs Distributaries Network and Minors for 16 canals under Vijayanagar 1 5454.41 Lakhs Channels TOTAL 5454.41 Lakhs

COST OF U-WORKS Rs.5454.41 LAKHS

Executive Engineer MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT U-DISTRIBUTARIES & MINORS

Details of Distributary System : Total No. canals under Vijayanagar Channels = 16 Nos. Total CCA of 16 Channels = 11154 ha. Details estimate for distributary network of 10% CCA covering

No Particulars CCA in Ha 1 Modernisation of Bella Channel 600 2 Modernisation of Kampli Channel 620 TOTAL 1220

1) Total cost for distributary network of Bella canal = Rs 2,02,83,859 /- ( 600 ha)

2) Total cost for distributary network of Kampli canal ( = Rs 3,93,75,239 /- 620 ha)

Total amount for 1220 ha = Rs 5,96,59,099 /-

5,96,59,099 /- Rate per 1 ha of CCA = = Rs 48,901 /ha 1220

Note: Detailed estimate for Item No 1 = Rs 2,02,83,859/- and item No 2 = 3,93,75,239/- is appended saperately as Volume IV

Executive Engineer MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT U-DISTRIBUTARIES & MINORS Details of Distributary System :

Distributary Minor Length No Particulars CCA in Ha Length in Km in Km 1 Raya Channel 1.313 44.595 2226 2 Basavanna Channel 4.36 9.286 1240 3 Bella Channel 0.9 7.951 600 4 Kalaghatta Channel 16.6 237 5 Turtha Channel 931 6 Ramasagara Channel 7.65 23.33 673 7 Kampli Channel 1.5 18.69 620 8 Belagodhalla Channel 5.63 210 9 Deshnur Channel 3.62 478 10 Siruguppa Channel 3.93 764 11 Hulugi Channel 4.44 265 12 Shivapura Channel 4.05 2.4 403 13 Anegundi Channel 4.72 789 14 Upper Gangavathi Channel 11.695 5.37 775 15 Lower Gangavathi Channel 15.44 1.51 667 16 Bichal Channel 276 TOTAL 46.908 152.072 11154

Cost for distributary network of 16 canals under Vijayangar Channels = Rs 48,901 /ha covering 11154 ha of CCA

= 11154 x 48,901

= Rs 54,54,40,644 /-

Total Cost = 5454.41 Lakhs MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT U-DISTRIBUTARIES & MINORS DETAIL ESTIMATE FOR DISTRIBUTARY NETWORK OF BELLA CANAL = CCA 600 Ha No. Particulars Cost( in Rupees) Remarks Details enclosed Estimates for Earthwork of Narsapura Branch Canal 1 18,42,132/- Refer Volume-IV, including cost of lining Page No.5 Details enclosed 2 Earthwork and Lining of Minor-1 of Bella Canal 25,81,914/- Refer Volume-IV, Page No.18 Details enclosed 3 Earthwork and Lining of Minor-2 of Bella Canal 12,56,308/- Refer Volume-IV, Page No.31 4 Earthwork and Lining of Minor-3 of Bella Canal 15,03,812/- 5 Earthwork and Lining of Minor-4 of Bella Canal 21,40,107/- 6 Earthwork and Lining of Minor-5 of Bella Canal 28,11,646/- 7 Earthwork and Lining of Minor-6 of Bella Canal 21,40,107/- 8 Earthwork and Lining of Minor-7 of Bella Canal 16,29,824/- Details enclosed Estimates for Retaining wall of Narsapura Branch 9 30,92,246/- Refer Volume-IV, Canal Page No.42 Details enclosed Estimates for Drop at Ch. 0+782 Km of Narsapura 10 3,69,562/- Refer Volume-IV, Branch Canal Page No.54 Details enclosed Estimates for Distribution Box at Ch. 0+900 Km (Tail 11 7,82,021/- Refer Volume-IV, end) of Narsapura Branch Canal Page No.73 Details enclosed 12 Estimates for Silt removal for DPO - 1 24,639/- Refer Volume-IV, Page No.89 Details enclosed 13 Estimates for Silt removal for DPO - 2 11,982/- Refer Volume-IV, Page No.91 Details enclosed 14 Estimates for Silt removal for DPO - 3 14,345/- Refer Volume-IV, Page No.93 15 Estimates for Silt removal for DPO - 4 20,420/- 16 Estimates for Silt removal for DPO - 5 26,833/- 17 Estimates for Silt removal for DPO - 6 20,420/- 18 Estimates for Silt removal for DPO - 7 15,543/- TOTAL 2,02,83,859/-

Rs 202.84 Lakhs No. Particulars Cost( in Rupees) Remarks U-DISTRIBUTARIES & MINORS DETAIL ESTIMATE FOR DISTRIBUTARY NETWORK OF KAMPLI CANAL = CCA 620 Ha

No. Particulars Cost( in Rupees) Remarks Details enclosed Estimates for Earthwork of Distributary including cost 1 56,27,143/- Refer Volume-IV, of lining Page No.121 Details enclosed 2 Earthwork and Lining of Minor-1 of Kampli Canal 10,36,188/- Refer Volume-IV, Page No.134 Details enclosed 3 Earthwork and Lining of Minor-2 of Kampli Canal 7,77,477/- Refer Volume-IV, Page No.147 4 Earthwork and Lining of Minor-3 of Kampli Canal 9,50,057/-

5 Earthwork and Lining of Minor-4 of Kampli Canal 12,94,900/-

6 Earthwork and Lining of Minor-5 of Kampli Canal 5,18,765/-

7 Earthwork and Lining of Minor-6 of Kampli Canal 7,08,529/-

8 Earthwork and Lining of Minor-7 of Kampli Canal 8,29,219/-

9 Earthwork and Lining of Minor-8 of Kampli Canal 9,50,057/-

10 Earthwork and Lining of Minor-9 of Kampli Canal 12,43,158/-

11 Earthwork and Lining of Minor-10 of Kampli Canal 10,36,188/-

12 Earthwork and Lining of Minor-11 of Kampli Canal 14,67,480/-

13 Earthwork and Lining of Minor-12 of Kampli Canal 13,46,642/-

14 Earthwork and Lining of Minor-13 of Kampli Canal 13,98,384/-

15 Earthwork and Lining of Minor-14 of Kampli Canal 15,53,611/-

16 Earthwork and Lining of Minor-15 of Kampli Canal 11,39,673/-

17 Earthwork and Lining of Minor-16 of Kampli Canal 5,18,765/-

18 Earthwork and Lining of Minor-17 of Kampli Canal 10,70,725/-

19 Earthwork and Lining of Minor-18 of Kampli Canal 11,22,467/-

20 Earthwork and Lining of Minor-19 of Kampli Canal 13,46,642/-

21 Earthwork and Lining of Minor-20 of Kampli Canal 6,73,992/-

22 Earthwork and Lining of Minor-21 of Kampli Canal 11,22,467/-

23 Earthwork and Lining of Minor-22 of Kampli Canal 9,32,704/-

24 Earthwork and Lining of Minor-23 of Kampli Canal 8,98,315/-

25 Earthwork and Lining of Minor-24 of Kampli Canal 11,05,284/- No. Particulars Cost( in Rupees) Remarks 26 Earthwork and Lining of Minor-25 of Kampli Canal 9,84,446/-

27 Earthwork and Lining of Minor-26 Of Kampli Canal 6,73,992/-

28 Earthwork and Lining of Minor-27 of Kampli Canal 11,05,284/-

29 Earthwork and Lining of Minor-28 of Kampli Canal 4,15,281/-

30 Earthwork and Lining of Minor-29 of Kampli Canal 11,57,321/-

31 Earthwork and Lining of Minor-30 of Kampli Canal 8,46,572/-

32 Earthwork and Lining of Minor-31 of Kampli Canal 7,25,735/-

33 Earthwork and Lining of Minor-32 of Kampli Canal 9,67,240/-

34 Earthwork and Lining of Minor-33 of Kampli Canal 3,63,539/- Details enclosed 35 Estimates for Drop at Ch. 0+982 Km of Distributary-1 3,69,562/- Refer Volume-IV, Page No.160 Details enclosed Estimates for Distribution Box at Ch. 1+500 Km (Tail 36 7,82,021/- Refer Volume-IV, end) of Distributary-1 Page No.179 Details enclosed 37 Estimates for Silt removal for DPO - 1 10,126/- Refer Volume-IV, Page No.195 Details enclosed 38 Estimates for Silt removal for DPO - 2 7,594/- Refer Volume-IV, Page No.197 Details enclosed 39 Estimates for Silt removal for DPO - 3 9,282/- Refer Volume-IV, Page No.199 Details enclosed 40 Estimates for Silt removal for DPO - 4 12,657/- Refer Volume-IV, Page No.201 41 Estimates for Silt removal for DPO - 5 5,063/- 42 Estimates for Silt removal for DPO - 6 6,919/- 43 Estimates for Silt removal for DPO - 7 8,100/- 44 Estimates for Silt removal for DPO - 8 9,282/- 45 Estimates for Silt removal for DPO - 9 12,151/- 46 Estimates for Silt removal for DPO - 10 10,126/- 47 Estimates for Silt removal for DPO - 11 14,345/- 48 Estimates for Silt removal for DPO - 12 13,163/- 49 Estimates for Silt removal for DPO - 13 13,670/- 50 Estimates for Silt removal for DPO - 14 15,188/- 51 Estimates for Silt removal for DPO - 15 11,138/- No. Particulars Cost( in Rupees) Remarks 52 Estimates for Silt removal for DPO - 16 5,063/- 53 Estimates for Silt removal for DPO - 17 10,463/- 54 Estimates for Silt removal for DPO - 18 10,969/- 55 Estimates for Silt removal for DPO - 19 13,163/- 56 Estimates for Silt removal for DPO - 20 6,582/- 57 Estimates for Silt removal for DPO - 21 10,969/- 58 Estimates for Silt removal for DPO - 22 9,113/- 59 Estimates for Silt removal for DPO - 23 8,776/- 60 Estimates for Silt removal for DPO - 24 10,801/- 61 Estimates for Silt removal for DPO - 25 9,619/- 62 Estimates for Silt removal for DPO - 26 6,582/- 63 Estimates for Silt removal for DPO - 27 10,801/- 64 Estimates for Silt removal for DPO - 28 4,050/- 65 Estimates for Silt removal for DPO - 29 11,307/- 66 Estimates for Silt removal for DPO - 30 8,269/- 67 Estimates for Silt removal for DPO - 31 7,088/- 68 Estimates for Silt removal for DPO - 32 9,451/- 69 Estimates for Silt removal for DPO - 33 3,544/- TOTAL A+B+C 3,93,75,239/-

Rs 393.75 Lakhs MODERNISATION OF VIJAYANAGARA CHANNELS MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT

W - Drainage

Drainage provided for leading out seepage water of the canal into nearest natural Drain within the city Limits of Hospet Town Sl noParticulars Length in mtr Amount @ Rs 2778 per Rmtr 1 Basavanna Channel 6000 1,66,65,431/- 2 Raya Channel 4000 1,11,10,287/- Total 2,77,75,718/- Say 277.76 Lakhs

Note: Typical estimate for 100 m length drain is enclosed Rate for 100 m = Rs 2,77,757 /- Rate for 1 m length = Rs 2,778 /- MODERNISATION OF VIJAYNAGAR CHANNELS IN TUNGABHADRA PROJECT ABSTRACT ESTIMATE FOR THE CONSTRUCTION OF DRAINAGE UNDER RAYA CHANNEL No DESCRIPTION OF WORK UNIT QUANTITY RATE AMOUNT 1 Excavation in all kinds of soil including boulders upto 0.6m diameter (0.113 cum) for foundations of canal cross drainage and other appurtenant structures and placing excavated stuff neatly in specified dump area or disposing off the same as directed including cost of materials, machinery,labour etc., complete with initial lead upto 50 m and initial lift upto 1.50 m. (SR Item No.WRD: 4.1, page 84 , for 2013-14) a) Lift 0.00 m to 1.50 m cum 70.00 126.88 8,882/- Weightage 25% 31.72 2,220/-

2 Providing and laying insitu vibrated M-10 (28 days cube compressive strength not less than 10 N/sqmm) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and depth of foundation upto 1.5 m from surface. (Cement content :220 kg/cum with use of super plasticiser) (SR Item No.WRD: 4.10, page 86 , for 2013-14) cum 7.00 4812.126 33,685/- Weightage 25% 1203.031 8,421/-

3 Providing and laying insitu vibrated M-15 (28 days cube compressive strength not less than 15 N/sqmm) grade cement concrete using 20 mm downsize approved, clean, hard, graded aggregates for sub-structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and lift upto 1.5 m from surface. (Cement content :270 kg/cum with use of super plasticiser) (SR Item No.WRD: 4.15, page 87 , for 2013-14) cum 21.00 5933.106 124,595/- Weightage 25% 1483.278 31,149/- No DESCRIPTION OF WORK UNIT QUANTITY RATE AMOUNT 4 Providing, fabricating and placing in position reinforcement steel bars for RCC works including cost of all materials,machinery, labour,cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required, tying with 1.25 mm dia soft annealed steel wire,etc., complete with initial lead upto 50 m and all lifts. (SR Item No.WRD: 4.6, page 85 , for 2013-14) kgs 824.25 66.78 55,043/- Weightage 25% 16.70 13,762/-

Total 2,77,757/- Cost for 100 m Drainage Say 2,77,757 /- Cost for 1 m Drainage Total 2,778/- Rupees Two Thousand Seven Hundred Seventy Seven And Paise Fifty Seven Only

MODERNISATION OF VIJAYNAGAR CHANNELS IN TUNGABHADRA PROJECT DETAILED ESTIMATE FOR THE CONSTRUCTION OF DRAINAGE ( Qty for 100m length) No DESCRIPTION OF WORK UNIT No LBD QUANTITY REMARKS 1 2 3 4 5 6 7 8 9 1 Excavation in all kinds of soil including boulders upto 0.6m diameter (0.113 cum) for foundations of canal cross drainage and other appurtenant structures and placing excavated stuff neatly in specified dump area or disposing off the same as directed including cost of materials, machinery,labour etc., complete with initial lead upto 50 m and initial lift upto 1.50 m. (SR Item No.WRD: 4.1, page 84 , for 2013-14) a) Lift 0.00 m to 1.50 m cum U/S , D/S Head wall & Sidewall alround 1 100.00 0.70 1.00 70.00 Total 70.00 Say 70.00 2 Providing and laying insitu vibrated M-10 (28 days cube compressive strength not less than 10 N/sqmm) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and depth of foundation upto 1.5 m from surface. (Cement content :220 kg/cum with use of super plasticiser)

(SR Item No.WRD: 4.10, page 86 , for 2013-14) cum 1 100.00 0.70 0.10 7.00 Total 7.00 Say 7.00 No DESCRIPTION OF WORK UNIT No LBD QUANTITY REMARKS 1 2 3 4 5 6 7 8 9 3 Providing and laying insitu vibrated M-15 (28 days cube compressive strength not less than 15 N/sqmm) grade cement concrete using 20 mm downsize approved, clean, hard, graded aggregates for sub-structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and lift upto 1.5 m from surface. (Cement content :270 kg/cum with use of super plasticiser)

(SR Item No.WRD: 4.15, page 87 , for 2013-14) cum Allround 1 100.00 0.10 2.10 21.00 Total 21.00 Say 21.00 4 Providing, fabricating and placing in position reinforcement steel bars for RCC works including cost of all materials,machinery, labour,cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required, tying with 1.25 mm dia soft annealed steel wire,etc., complete with initial lead upto 50 m and all lifts.

(SR Item No.WRD: 4.6, page 85 , for 2013-14) kgs All round 1 0.5/100 x 78.5 x 21 824.25 Total 824.25 Say 824.25

MODERNISATION OF VIJAYANAGARA CHANNELS IN TUNGABHADRA PROJECT

III TOOLS AND PLANTS (Survey Instruments) Sl Amount Description Unit Qty Rate in Rs No. Rs in Lakhs AEE , Vijayanagar canal sub division, Kamalapur 1 Levelling Instrument No 1 40000 0.4 2 Theodolite No 1 60000 0.6 3 Computer No 1 128000 1.28 AEE , No.1 canal sub division, Agalkera 1 Levelling Instrument No 1 40000 0.4 2 Theodolite No 1 60000 0.6 3 Computer No 1 128000 1.28 AEE , Vaddarahatti sub division 1 Levelling Instrument No 1 40000 0.4 2 Theodolite No 1 60000 0.6 3 Computer No 1 128000 1.28 AEE , Siruguppa sub division 1 Levelling Instrument No 1 40000 0.4 2 Theodolite No 1 60000 0.6 3 Computer No 1 128000 1.28 TOTAL 9.12 Lakhs

TOTAL COST OF SMALL AND PLANTS Rs. 9.12 LAKHS

Assistant Executive Engineer Executive Engineer KNNL, Vijayanagar canal Sub Division KNNL, No.1 T.R Division Kamalapura Munirabad Karnataka Neeravari Nigam Limited

MODERNISATION OF VIJAYANAGAR CHANNELS IN TUNGABHADRA PROJECT ESTIMATED VALUE OF PRODUCE BEFORE MODERNISATION

Input Seed Manure (Input) Hired Labour Rate per Value of (Human & bullock) Area Produce Amount Crop % Area Qtl. produce Quantity Rate Rate Amount Ha (Qtls/Ha) (Rs 20% of total value of (Rs) ( Rs lakhs) Kg/Ha Rs/Kg Rs/Ha (Rs Lakhs) Lakhs) produce (Rs Lakhs) 1 2 3 4 5 6 7 8 9 10 11 12 Khariff Paddy 30.90 4056 60 1979.00 4815.65 60.00 24 58.40 40000 1622.25 963.13 Hy. Jowar 5.60 735 20 2615.00 384.41 60.00 24 10.58 23000 169.05 76.88 Rabi Paddy 13.90 1824 60 1979.00 2166.26 60.00 24 26.27 40000 729.75 433.25 Groundnut 14.50 1903 20 6009.00 2287.18 100.00 41 78.03 23000 437.72 457.44 Bi seasonal Sugarcane 24.20 3176 60 2540.00 4840.61 7500.00 3 714.66 39000 1238.74 968.12 Garden (Banana) 10.90 1431 100 2000.00 2861.25 2250.00 5 160.95 68000 972.83 572.25 TOTAL 100.00 13125 17355.35 1048.89 5170.33 3471.07

Benefit-Cost Ratio Karnataka Neeravari Nigam Limited

MODERNISATION OF VIJAYANAGAR CHANNELS IN TUNGABHADRA PROJECT ESTIMATED VALUE OF PRODUCE AFTER MODERNISATION Input Seed Manure (Input) Hired Labour (Human & Value of Area Produce Rate per Qtl. bullock) Crop % Area produce ( Ha (Qtls/Ha) (Rs) Rate Amount Rate Amount (Rs 20% of total value of Rs lakhs) Quantity Kg/Ha Rs/Kg (Rs Lakhs) Rs/Ha Lakhs) produce (Rs Lakhs) 1 2 3 4 5 6 7 8 9 10 11 12 Khariff Paddy 14.18 2304 75.0 1979.00 3419.71 60.00 24 33.18 30000 691.20 683.94 Hy. Jowar 38.95 6326 50.0 2615.00 8271.11 60.00 24 91.09 20000 1265.18 1654.22 Rabi Paddy 10.19 1655 75.0 1979.00 2456.43 60.00 24 23.83 30000 496.50 491.29 Groundnut 23.12 3755 25.0 6009.00 5640.80 100.00 41 153.95 22000 826.08 1128.16 Bi seasonal Sugarcane 7.57 1229 120.0 2540.00 3745.38 7500.00 3 276.48 36000 442.37 749.08 Garden (Banana) 6.00 974 120.0 2000.00 2337.12 2250.00 5 109.55 60000 584.28 467.42 TOTAL 100.00 16243 25870.56 688.09 4305.61 5174.11

Benefit-Cost Ratio Karnataka Neeravari Nigam Limited

MODERNISATION OF VIJAYANAGAR CHANNELS IN TUNGABHADRA PROJECT CALCULATION OF BENEFIT COST RATIO (BCR) AS ADOPTED BY THE TECHNICAL ADVISORY COMMITTEE Figures are in Rs lakhs Before After A Gross Receipts Modernisation Modernisation 1 Gross value of farm produce 17355.35 25870.56 2 Dung receipts(at 30%of the fodder expenditure) 780.99 776.12 3 Total A : Gross Receipts(1+2) 18136.34 26646.68 B EXPENSES: 1 Expenditure on seeds 1048.89 688.09 2 Expenditure on manure etc. 5170.33 4305.61 3 Expenditure on hired labour(human and bullock) 3471.07 5174.11 4 Fodder expenses(as percentage of gross value of produce) (15% ,10% of item A.1) 2603.30 2587.06 5 Depriciation on implements (2.7% of Item A.1) 468.59 698.51 6 Share and cash rent (5% 3% of Item A.1) 867.77 776.12 7 Land Revenue (2% of Item A.1) 347.11 517.41 8 Total B : Expenses (1 to 7) 13977.06 14746.89 C NET VALUE OF PRODUCE 1 Total gross receipts(Total A.3) 18136.34 26646.68 2 Minus total expenses (Total B.8) 13977.06 14746.89 3 Net value of produc © : [1-2] 4159.28 11899.78 D ANNUAL BENEFITS: 1 Net value after irrigation (C:3) 11899.78 2 Minus Net value before irrigation (C:3) 4159.28 3 Net annual benefits (D):[1-2] 7740.50 TOTAL NET ANNUAL BENEFITS (D3) 7740.50 E ANNUAL COSTS Intrest on Capital @10% ( Esimated total cost of the project 1 including cost of land development @ Rs.1000/- per Ha) (Rs 4048.44 40322.00 Lakhs + 16.24 Lakhs)

Depreciation of the project at 1 % of the cost of the project for 100 2 403.22 years life excluding cost of Land, R&R cost.(40322.00 Lakhs x 1%)

3 Annual operation and maintenance charge at Rs. 1175/ ha 190.86 Maintainance of the Head works at 1% its cost (Improvements to 4 61.26 anicuts) 5 Total (E):Annual costs (1 to 4) 4703.78 BENEFITS COST RATIO = D 3 : Annual Benefits 7740.50 1.65 E.5: Annual cost 4703.78

Benefit-Cost Analysis DETAILS OF CROP YIELD, RATE OF PRODUCE AND COST OF CULTIVATION FOR MODERNISATION OF VIJAYANAGAR CHANNELS IN TUNGABHADRA PROJECT (BEFORE MODERNISATION) Input/ha ( Rate in Rs.) Hired Labour Total cost of Area Produce Rate per Qtl. Crop (Human & bullock) cultivation (Rs. Ha (Qtls/Ha) (Rs) Seeds Manure Rate in Rs. /ha per ha) 1 2 3 4 5 6 7 8 Khariff Paddy 4056 60 1500 1440 40000 17650 59090 Hy. Jowar 735 20 1500 1440 23000 6000 30440 Rabi Paddy 1824 60 1500 1440 40000 17650 59090 Groundnut 1903 20 3000 4100 23000 12000 39100 Bi seasonal Sugarcane 3176 60 2540 22500 39000 30000 91500 Garden (Banana) 1431 100 2000 11200 68000 40000 119200 TOTAL 13125 123300.00

Joint Director of Agriculture Bellary DETAILS OF CROP YIELD, RATE OF PRODUCE AND COST OF CULTIVATION FOR MODERNISATION OF VIJAYANAGAR CHANNELS IN TUNGABHADRA PROJECT (AFTER MODERNISATION) Input/ha ( Rate in Rs.) Hired Labour Total cost of Area Produce Rate per Qtl. Crop (Human & bullock) cultivation (Rs. Ha (Qtls/Ha) (Rs) Seeds Manure Rate in Rs. /ha per ha) 1 2 3 4 5 6 7 8 Khariff Paddy 4661 75 1500 1440 30000 13000 44440 Hy. Jowar 812 30 1500 1440 20000 9000 30440 Rabi Paddy 3086 75 1500 1440 30000 13000 44440 Groundnut 2323 25 3000 4100 22000 13500 39600 Bi seasonal Sugarcane 3427 120 2540 22500 36000 33200 91700 Garden (Banana) 1933 120 2000 11200 60000 48000 119200 TOTAL 16241 129700.00

Joint Director of Agriculture Bellary