DETAIL PROJECT REPORT

Transcription

1 GOVERNMENT OF MADHYA PRADESH DHIMARKHEDA MICRO IRRIGATION PROJECT DETAIL PROJECT REPORT VOLUME - I REPORT Chief Engineer Upper Narmada Zone Bargi Hills, Jabalpur

2 DHIMARKHEDA MICRO IRRIGATION PROJECT DETAILED PROJECT REPORT Check List 1 GENERAL DATA I Name of the project DHIMARKHEDA MICRO IRRIGATION PROJECT 2 Location (a) State (b) District(s) (i) Supply Source (ii) Lifting Point (iii) Delivery Point (iv) Benefits Madhya Pradesh Katni Right Bank Main Canal of B.D.P. Various locations at Right Bank Main Canal of B.D.P Various points near R/s of R.B.C. of B.D.P. in Dhimerkheda Tehsil District Katni (c) Taluka(s)/Tehsil(s) (i) Supply Source Deemerkheda. (ii) Lifting Point (iii) Delivery Point Right side bank of R.B.C. Various location on right bank of R.B.C. of BDP. (iv) Benefits District Tehsil Village. Katni Dhimerkheda 98 Nos. Total 98 Nos. (d) Longitude/Latitude (i) Supply Source As per list enclosed (ii) Delivery Point (e) Survey of India 64-A/6, 64-A/7 Topographical Map reference No.(s) (f) Earthquake zone number (i) Lifting Reach (ii) Command Area Zone III (Moderate Seismic) Zone III (Moderate Seismic) Page 2

3 (g) Complete address for correspondence along with pin code / 3. Category of the project (a) Irrigation/Multipurpose (b) Storage/diversion II PLANNING 4. Has the Master plan for overall development of the river basin been prepared and stages of basin development discussed? 5. Have the alternative proposals (including set of smaller developments vis-à-vis a single large development) been studied and their merits and demerits discussed. 6. Does the scheme fit in the overall development of the river basin and has its priority in the overall development of the basin been discussed? 7. Is the present scheme proposed to be executed in stages? If so, are its various stages of execution and development discussed in the report? 8. Are the effects of the scheme on the riparian rights & existing upstream and downstream project etc. discussed? Chief Engineer,Upper Narmada Zone, Bargi Hills, Jabalpur. Irrigation By lift No, Water of Bargi Right Bank Canal will be used. No, being a lift irrigation scheme no alternative studies are required. Not required. No. No, The project has no effects on riparian rights and existing upstream and downstream use. Page 3

4 III INTERSTATE AND INTERNATIONAL ASPECTS 9. Are there any International/Interstate issues involved? If so, have these issues been identified and present status of agreement or tribunal decision indicated specially in respect of (a) Sharing of water IV. (b) Sharing of cost (c) Sharing of benefits (Irrigation, flood control, power tec.) (d) Acceptance of the submergence by the upstream state(s) (e) Acceptance by the upstream state(s) of compensation of land coming under submergence (f) Settlement of oustees (g) Any other SURVEYS 10. Have the detailed topographical surveys been carried out for the following items and maps prepared as per prescribed scales. (a) River surveys (b) Reservoir surveys (c) Headwork Surveys (dam(s), dyke(s), barrage(s), weir (s) etc. and auxiliary components) (d) Plant and Colonies sites (e) Canal(s), branch canal(s) and water distribution system. (f) Major canal structures (g) Tunnel(s), adit (s), penstocks etc. 11. Surveys (detailed and sample) of areas of the command for OFD and drainage works. (j) Soil Surveys (k) Surveys for soil conservation No, interstate and international aspects are involved. The scheme is prepared on the basis of the top sheet studies. The detailed topographical survey will be carried out by turnkey agency before execution of the scheme. Not required Not required Not required Not conducted. Not necessary as it will be an underground piped canal. Not required Not done. Not done Not necessary Page 4

5 (l) Any other surveys i.e. archaeological, right of way, communication etc. Not necessary V. FOUNDATION INVESTIGATIONS 12. Have the detailed foundation investigations (including in-situ tests and laboratory tests) for the following structures been carried out and detailed report(s) appended? (a) Earth and rock fill dam(s) (b) Masonry/concrete dam(s) (c) Barrage(s)/ Weir(s)/head regulator(s) etc. (d) Canal(s) & Canal Structures (a) Power house(s). tunnel(s), transformer cavern(s), desilting chamber(s), surge tank(s)/shaft(s), intake(s) (f) Pump House(s) (g) Any other. 13. Are there any special features affecting the designs? VI. CONSTRUCTION MATERIAL SURVEYS 14. Have the surveys and laboratory tests for the following construction materials been carried out and report (s) appended. The detail surveys will be done before execution, by the Turnkey agency to ensure suitable foundation for pump house. Not required as lift scheme and pipe line being used. Not applicable Not applicable Not applicable Not applicable The detailed investigations will be carried out before execution. Nil No Mainly, the scheme is to be constructed by underground pipes of M.S./DI / HDPE. These pipes are to be manufactured either at site or shall be brought readymade. The material requirement for construction of pump houses and other structures is nominal and the material of specified quality are easily available in the economical vicinity hence this survey is not felt essential at this stage. Page 5

6 (a) Soils for impervious, semi-pervious and pervious zones of earth and rock fill dam (s) (b) Sand (c) Rock and coarse aggregates (d) Brick and tiles (e) Pozzolona (f) Cement and lime stone (g) Steel (h) Any other 15. Have the sources for each of the above material been identified and need etc. indicated? 16. Have the proposal for procurement of scarce VII. materials been indicated? HYDROLOGICAL AND METEOROLOGICAL INVESTIGATIONS 17. (a) Have the hydrological and meteorological investigations been carried out and status of following data discussed in report? i) Rainfall ii) Temperature iii) Sunshine iv) Gauge & Discharge v) Sediment vi) Water quality vii) Evaporation (b) Has the above data been collected & appended? Not required Not required Not required Not required Not required Not required Not required Not required Yes No, material is found scarce. These surveys are not required for this scheme, because this is a lift irrigation scheme by Bargi Right Bank Canal.. Yes Yes No. Page 6

7 VIII HYDROLOGY 18. Is the hydrology dealt with in detail in a separate volume? Have its brief details been included in this Report? 19. Have hydrological studies been carried out for the following: (a) To establish the availability of water for the benefits envisaged? (b) Command area rainfall 20. Has the Ground Water Potential (existing use and additional availability) been indicated? 21. Have the studies regarding reservoir sedimentation been carried out and revised elevation area capacity curves been used in the simulations studies (Working Table)? It is not a storage scheme hence these surveys are not mandatory and therefore not included in the report. Not necessary Sufficient water is available in Bargi Right Bank Canal. Not required Yes, indicated in report. Not applicable being a lift scheme. IX. LAND ACQUISITION AND RESETTLEMENT OF OUSTEES 22. Have the type and quantum of land proposed to be acquired in the submerged area, project area, area coming under canals and distribution system, area required for rehabilitation of the oustees been detailed? The proposed scheme is not a storage scheme hence no land will be submerged. The canal system is proposed through underground pipes, (minimum 1 m. below ground level), thus no land will be permanently acquired for pipe line system. Only temporary land acquisition will be acquired under pipe line duct. Only land for pump houses, rising man, approach road to pump houses (if found necessary) and for building construction at pump house will be acquired. No Abadi area is proposed to be acquired. Yes, as above. Page 7

8 23. Is the basis for provision for land As per New Land acquisition Act. compensation indicate? Have the rehabilitation measures, amenities and facilities to be provided to the project Not applicable. affected persons been discussed and whether their provisions included in the report? Are these in accordance State s policy/project specific policy / draft national policy for rehabilitation and resettlement? 25. Are the basis of land acquisition of the Not applicable. Being a lift submerged area upto FRL/MWL etc. scheme. discussed? X. DESIGNS The hydraulic design of rising main, pump house and canal system and structural design will be done by turnkey agency and will be approved by competent authority. 26. Are the canals and distribution system being lined and if so what is the minimum capacity of the channel proposed to be lined? 27. Is the locations of canal structures on main and branch canals fixed after detailed surveys of the final alignment? 28. Are the regulation arrangements of the offtaking channel both near and away from the cross regulators discussed? 29. Are sufficient escapes including terminal escapes provided on the main/branch canal distributaries/ minors? Not required as it is a underground piped canal system. Yes. Yes, the pipe line flow will be regulated by SCADA. As it is a underground piped system, thus escapes are not required. Page 8

9 XI IRRIGATION AND COMMAND AREA DEVELOPMENT 30. Have the conveyance and field irrigation efficiencies for paddy and upland crops during kharif, rabi etc. been indicated, discussed and justified? 31. Are there any proposals for introducing warabandi and if so have these proposals been discussed in the report and sample calculations for a typical distributary/minor/ sub minor furnished? 32. Has the present position of irrigation in the command through existing canals, tanks, lift schemes, wells etc. been brought out in the report? 33. Are the particulars of all irrigation projects (including minor schemes) existing/ proposed in the command been indicated? 34. Are there any potential areas, where ground water is available? If so, has the quantity & quality of the ground water been indicated? 35. Has the quantum of available ground water been assessed and plan for its conjunctive use with surface water been prepared and incorporated in the report? 36. Have the semi-detailed soil surveys been carried out for the entire command? If not the extent of area surveyed may be indicated. 37. Has the pre-project cropping and the proposed cropping pattern along-with justification been furnished? 38. Has the proposed cropping pattern been certified by Centre/State Agricultural Authorities giving the statement of having In Katni district wheat and gram are prominent crops covering more than 80% area. Yes, Irrigation water shall be catered only by WARABANDI through WUA pari passu with the development of command area. No such major canal system in the command considered for micro Irrigation schemes. There are 8 Minor tanks and 4 regulators are existing in the proposed command area. No, as per the study the ground water table of Katni district is very low. Yes, The ground water quantum in the area is very low therefore conjunctive use is not planned. Not done. Yes It has been discussed with the agricultural department. Page 9

10 considered the soil characteristics and land irritability characteristics of the command area in deciding the percentage of the command area falling under respective crops as suggested in DPR. 39. Whether drinking water needs of the population projected for the year after construction of the project on enroute and that in the command of the project considered. 40. Whether the proposed G.W. utilization is certified by CGWB and a statement furnished. Not necessary, being a lift irrigation scheme. No. 41. Are the areas and percentages of the CCA that will be irrigated during kharif, rabi, two seasonal, summer and perennial been indicated? 42. Is justification furnished for irrigating perennials and summer crops from the reservoir? 43. Have the monthly reservoir operation studies been carried out at least for 20 year and summary on annual basis attached? 44. Have the number of blocks selected for detailed surveys for On Farm Development (OFD) works including drainage and total area covered by such blocks been indicated? For Rabi only. No, Not required. Not Necessary, being a lift irrigation scheme. Not done. 45. Have the arrangements for financing the OFD works and proposal, if any, for strengthening the same been discussed? Since it is piped line system and water shall be delivered with pressure upto 2.5 ha. chuck. Hence beyond it, the cultivators shall install drip and sprinkler system at their own cost to irrigate their Page 10

11 own fields. Hence provision for on farm development (OFD) works has not been made in the estimate. 46. Have the agencies responsible for execution of OFD work been indentified and simultaneous planning of execution of OFD works along with engineering works discussed? 47. Has the year wise phasing of irrigation development as a result of the project been discussed? 48. Is the existing communication system telephone, wireless and roads within command area sufficient to meet the requirement after full development of irrigation? If not, have the new proposal been planned and discussed? 49. Is the adequacy of the marketing centres in the Command Area and new proposals to meet the requirements after full development of irrigation been discussed? The WUA will be formed by elections as soon as the disnet works are taken up in hand. Not required. Yes Additional small markets, godowns etc. shall be developed by concerned departments. pari passu with enhancement of crop production. XII. FLOOD CONTROL AND DRAINAGE 50. Have the various flood control components of the multipurpose project been indicated? 51. Have the damage areas in pre-project and post project situations been indentified and flood intensities worked out at each of the damage centre (s) which gets affected? Not necessary. As described above, it is being lift scheme and no new dam is being proposed to be constructed hence flood control aspect is not necessary to be considered. Page 11

12 52. Have the following drainage aspects of command area been discussed? (a) Existing Surface and sub-surface drainage network and problems of the drainage congestion, water logging. Alkalinity/salinity if any. (b) Studies on sub soil water table (premonsoon, post-monsoon etc.) (c) Maximum intensity of 1, 2 and 3 day rainfall. (d) Deficiencies in farm drains. (e) Deficiencies in existing natural drains (f) Proposal for improvement of drainage/water logging / alkalinity/salinity of the area along with justification thereof. (g) Identification of the area in command which will get benefited due to execution of drainage net-work and benefits thereof in terms of relief from crop damage, increased yields etc. 53. If the area is being served by inland water transport, have the following been discussed: (a) The existing toll rates and registration fees for the crafts (size wise) (b) Proposals for revision of tollage rates and fees, If any. (c) Concurrence of the competent authorities for revision of rates and fees. (d) Proposal to subsidies the tariff, tollage, craft registration fee, passenger fare etc. to attract traffic. 54. Has the State Inland Water Authority be consulted while finalizing the scheme and its view point discussed? The existing surface and subsurface drainage will remain undisturbed as it will be a underground pipe line system. Yes. Yes Not required. Not required. Yes Yes. Not applicable Not applicable Page 12

13 55 Has economic justification and viability of the navigation component of the multipurpose project been discussed? Not applicable XIII. POWER 56 Have the following points been discussed? a) Availability of power generating capacity in the state as well as in the region from different sources. b) Total energy available and peaking capacity of the system in the state as well as in the region from different sources. c) Integrated operation of the system and present status of utilization in the state as well as in the region. d) Surpluses and shortfalls in the system in the state as well as in the region. e) Future plans of power development from different sources in the state/ region. f) Fitment of the scheme in planning of power development of the state/ region. Power will be purchased for each lift micro irrigation scheme from nearby grid and will be used. g) Energy generated from the project, firm power, seasonal power and total power. h) Proposal for transmission lines connecting to the existing system/grid. Page 13

14 XIV. CONSTRUCTION PROGRAMME AND PLANT AND MANPOWER PLANNING 57. Are the major components of work proposed to be done department or through contractor? Through contract by turnkey agency 58 Has the proposed construction programme been prepared and synchronized for timely completion of each of the major component of work including command area development? 59 Have the year wise quantities to be executed by machine/labour for each of the major component been worked out for each of the above material? 60 Have the labour intensive items of the XV various major components of the project been identified and the quantities of such items worked out? FOREIGN EXCHANGE 61 Have the details of the plant and machinery, spares, instruments and scarce materials to be imported worked out? 62 Is the scheme covered under state sector or XVI. central sector? FINANCIAL RESORUCES 63 Has the concurrence of the state Finance Department been obtained? 64 Have the year wise requirement of funds been indicated? 65 Is the scheme covered or proposed to be covered under any foreign assistance /aid agreement? Yes Yes Yes Not required. Not required. To be obtained Yes No Page 14

15 XVII. ESTIMATE 66. Is the separate volume of estimate attached as appendix? Yes, detailed estimate is enclosed. XVIII. REVENUE 67 Are the basis for the following sources of revenues furnished? a) Betterment levy and proposal for its recovery b) Irrigation cess c) Flood protection cess d) Crop wise water rates e) Sale of water for village/city/industrial /power/water supply f) Miscellaneous 68 Have these rates been compared with the existing rates at the other projects in the state/region? Yes No. XIX. B.C. RATIO 69 Are the allocated cost for the following components of multipurpose project worked out and basis therein furnished? a) Irrigation b) Power c) Flood Control d) Navigation e) Water supply f) Any other Yes Not applicable Page 15

16 70. Have the various departments of the state/centre agreed to the sharing of the above allocated cost? The rates of water to be sold to various department are fixed by Govt. of M.P. from time to time and are agreeable to user department hence consent is not obtained. 71 Have the crop wise benefits been worked out for irrigated and un irrigated crops being grown before project in consultation with the agriculture department and statement furnished? Yes 72 Have the crop wise benefits been worked out for proposed cropping pattern after the introduction of irrigation in consultation with the agriculture department and statement furnished? Yes 73 Is the B.C. ratio of Irrigation projects acceptable or otherwise justified? Yes, the B.C. Ratio is acceptable being within prescribed limits. 74 Are the benefits other than those considered in the B.C. ratio and financial return statement been identified? Yes Page 16

17 XX. ECOLOGICAL ASPECTS 75 a) Is area likely to have any of the following environmental and ecological problems due to the altered surface water pattern? If yes, whether preventive measures have been discussed? i) Excessive sedimentation of the reservoir and the upper reaches of the river and its tributaries tailing in to reservoir ii) Water logging, salinity/alkalinity iii) Quality of surface and ground water iv) Ground water recharge v) Health harzards-water borne diseases, industrial pollution etc. vi) Submergence of important minerals deposits vii) Submergence of monuments/ archeological sites viii) Fish culture and aquatic life ix) Plant life (Flora) x) Wild life xi) Migratory birds xii) National parks and sanctuaries xiii)seismicity due to filling of reservoir xiv) Likely change in the regime of the river xv) Any other b) Have the environmental and forest clearances from MOEF been obtained/ If not what is status thereof? As elaborated earlier, it is a lift scheme not involving creation of a new poundage. In brief, it is to mention that the water shall be lifted from Right Bank canal of Bargi Diversion Project and the lifted water will be directly delivered into Distribution Network of command area in a controlled manner hence there is no question of evolving any ecological and environmental problems. - XXI. COLONIES AND BUILDINGS 76 Has the planning of the building been done keeping in view the ultimate use for optimum utilization of investment? 77 Has an estimate of the extent of higher cost involved been made and details discussed? Yes Yes Page 17

18 78 Are the permanent buildings being constructed required for maintenance of the project only? Permanent pump house and Chowkidar huts and sheds will be constructed for maintenance purposes. II. PUBLIC PARTICIPATION AND COOPERATION 79 Are the possibilities of these been discussed in: a) Planning b) Construction c) Improved agricultural practices d) Any other 80 Have public debates about utility of projects been held and the response there of outlined in the report? No. No. XXIII. SOIL CONSERVATION 81 Is the need for soil conservation measures in the catchment of the project discussed? Not applicable being a lift irrigation project. Page 18

19 DHIMARKHEDA MICRO IRRIGATION PROJECT DETAILED PROJECT REPORT SALIENT FEATURES 1. Name of the Project. : DHIMARKHEDA Micro Irrigation Project Distt- Katni 2. Type of Project : Micro Irrigation Project (Irrigation or Multipurpose) 3. Location : i) Supply Source : From Right Bank Main Canal of BDP in Katni District. ii) Lifting Point ; : Various locations on the right bank RBC. iii) Command : In Katni district (M.P.) 3.1 River Basin a) Name i) Lifting ii) Command : Narmada Basin Narmada Basin, Katni District. b) Located in : Madhya Pradesh 3.2 River / Tributaries : Bargi Right Bank Canal of BDP 3.3 State(s) / District(s) or Tehsils in which following are located. (a) Reservoir (Supply Source): (Supply direct from river) (b) Lifting Point / Rising Main : (c) Command Area : State District Tehsil M.P Katni Dhimarkheda Page 19

20 3.4 Name of Village near the Head-works (i) Lifting Point : 4 points as per list annexed. 3.5 Location of Head-Works : (i) Lifting Point : Between 85 to 102 Km. of Bargi Right Bank Canal (Distt. Katni) (a) Longitude : As per list annexed (b) Latitude : As per list annexed (c) List in Earthquake Zone No. : Zone-III (Moderate Seismic) (ii) Delivery Point : As per list annexed. (a) Longitude : As per list annexed (b) Latitude : As per list annexed (c) List in Earthquake Zone : Zone-III (Moderate Seismic) 3.6 Project area reference : As detailed below Toposheet Lifting Point Narmada River Rising Main Canal & Command Area Topo sheet No. 64 A/6 64 A/7 Same Same Index Plan 3.7. Access to the Project. : Attached a) Nearest Airport : 1) Dumna Airport, Jabalpur b) Nearest Rail Head : Sleemnabad District Katni Between 25 to 35 Km. from Lifting point/ Piped Canal Outlet. Page 20

21 4. Interstate aspects of the project (a) Catchment area of the basin. : It is a lift scheme from Bargi Right Bank Canal. (b) State-wise/Country-wise details : No applicable of Catchment area. (c) Submergence due to project. : No. submergence, as it is a lift irrigation scheme (d) Water allocation for the state (if any) : The Quantum of water being lifed for this project is included in the water share of M.P. as per NWDT award. (e) Water allocation for other state : Not applicable (f) Committed utilization. : - 5. Estimated life of the project (years) : 50 Years 6. Irrigation (ha.) (a) Gross command area (GCA) : 3789 ha. (b) Cultureable command area (CCA) : ha. (c) Area under irrigation (break up) (i) Rabi : 15000Ha (D) Cost per hectare of gross area irrigation : 1.71 Lacs/Hact 7. Project Performance a. Irrigation : ha. 8. Head Regulator(s) : Control structure shall be constructed 9. Canal System at villages for individual scheme. 9.1 Main pipe line : Main Pipe line -625 mm to 1150 mm Dia Length 50 KM Purpose of pipe line : Irrigation Type : Piped Canal (main) MS/DI Disnet will be MS/DI/HDPE pipe Page 21

22 10. Distribution system : By lateral pipes (a) Length : 78 KM.(Distributies) (Distributaries & Minor) (b)length (km) upto 20ha (110 mm dia to 63 mm dia pipe) : 288 km 11 Cost : Cost of the project (Rs.Crore) total : Crores 11.2 Allocation cost (Rs.lakhs) Unit 1 : Lacs Unit 2 : Lacs Total : Crore 13. B.C. Ratio. : Cost per Ha. (i) On C.C.A. : 1.71 Lacs per Ha. Page 22

23 DHIMARKHEDA MICRO IRRIGATION PROJECT DETAILED PROJECT REPORT VOLUME - I INDEX Chapter PARTICULARS PAGE NO. I Introduction II Physical Features III Surveys & Investigations IV Hydrology V Irrigation Planning VI Command Area VII Design Criteria of Micro Irrigation Scheme Annexures 1.a Existing cropping pattern 1b Proposed cropping pattern 2 Abstract of cost 3 Calculation of benefit cost ratio 4 Number of benefited villages 5 List of villages under command 6 Calculation of Power Maps 1 Index Map of the project 2 Disnet planning for 500 Ha. Chuck to 20 ha chuck 3 Disnet planning for 20 Ha. Chuck to 2.5 ha chuck Page 23

24 CHAPTER-1 INTRODUCTION 1.1 AIM OF THE PROJECT DHIMARKHEDA MICRO IRRIGATION is a new concept Project comprises of 4 micro irrigation projects at selected suitable places from the RBC Canal. In this scheme water will be lifted from Bargi RBC Canal through pumps, Rising Main and Pipe Distribution networks for hectare of area. A piped system will be laid upto 2.5ha chuck. 1.2 LOCATION This project is proposed on RBC Canal of BDP being first micro lift irrigation schemes on right bank of RBC of BDP in Katni district located Near Umariya Pan. All these 4 sites are approachable by village roads. 1.3 ACCESS & OTHER COMMUNICATION FACILITIES The supply source and lifting point of first scheme is about 1 km from village Khamha, district Katni situated on 30 Km. away from NH7 Jabalpur-Katni National Highway. The supply sources are lying in RBC of BDP near village Khamha District Katni to Village Bamhani Tehsil Dheemarkheda of District Katni. All 4 Micro Irrigation Schemes are approachable by village Road, State Highway and National Highway No.7 The command area has been selected for irrigation of ha in Katni district and well connected by a Network of District Road and village Roads connecting every corner of command area. Page 24

25 MAP 1.1 Page 25

26 1.4 CLIMATE Rainfall Nearest obsevatory is of Jabalpur. The average annual rainfall of katni district is mm. Katni district recieved maximum rainfall during south wester monsoon period i.e. June to September about 56.9% of the annual rainfall received during monsoon season. Only 13.1% of the annual rainfall takes place between October to May period Atmospheric Temperature There is a steady increase of temperature after February. May is the hottest month with the mean daily maximum temperature at 42 o C and mean daily minimum at 24.3 o C. December and January are generally the coldest months with the mean daily maximum at 26.0 o C in January and the mean daily minimum at 9.7 o C in December and January Humidity During the southwest monsoon, the relative humidity is high; generally exceeding 88 percent. (August Month). The air becomes comparatively drier after the withdrawal of the southwest monsoon. The driest part of the year, is the summer season when the relative humidity in the afternoon is lower than 31 percent Wind Speed and Direction The wing velocity is higher during the pre-monsson period as compared to post monsoon period. The maximum wind velocity 8.2 Km. / hr. observed during the month of June and minimum 2.60 Km. / hr duirng the month of December. The average normal annual wind velocity of Katni district is 4.90 Km. / hr. Page 26

27 1.4.5 Soil Formation: Soil of the district may be classified accordingly to their physical properties. The low lying area is occupied by pale yellow, reddish brown & black soi. All the agriculture field are located over shales are covered by medium black soil & it occuring the agrillance one sirbs shale. All the agriculture fields are located over shales are covered by medium black soil, it varies in the thickness from place to place from 1 to 4 m. 1.5 POPULATION Total population of Katni district was estimated at as per 2011 census. The ratio of male: female was estimated as 948 females per 1000 male. Literacy in Katni district is estimated as % (Table 1(a)). When the data relating to rural and urban population is analyzed, it becomes clear that about per cent population lives in rural areas and is dependent on agriculture. Table 1(a) Population statistics of Katni districts (2011 census) S.No Item District Katni 1. Population 12,91, Female: Male ratio per 1000 Literate Percent Population density per sq. Km Rural population percent of Total population Urban population percent of total population Page 27

28 Analysis of data of Dhimerkheda Tehsil of Katni district, including Command area of the project indicates that literacy rate in command area which is totally rural area is 57.98%.The schedule caste percentage in rural area of Dhimerkheda Tehsil of Katni district is 10.67%. Table 1 (b) Population statistics in Dhimerkheda Tehsil of Katni District of command area Disrict Katni Total Population Schedule caste % of Total Schedule Tribe % of Total Literates %of Total Female male ratio 1. Dhimerkheda Rural Urban Total OCCUPATION Total population of Dhimerkheda rural area of Katni district is estimated in census When we analyse the population engaged in agriculture, it is found that male and 2440 female are actual farmers (Table 1(c)), accounting for only 7.03 % of the total population. Agricultural labours are male and 8414 female, which make 12.96% of total population. Family members employed in agricultural work are 2567 male and 2450 female that is 2.82% of total population and only 3.60 % of total population is engaged as other categories of farm labour. A major proportion of labour force 21.25% is marginal or part time workers, who are employed only at peak season like harvesting or planting. Table 1 (c) Page 28

29 Employment situation in project area S. No. Type Dhimerkheda Tehsil District Katni Male Female Total 1. Farmer Agricultural labour Family labour Other workers Marginal labour Total employed Unemployed Percent Employment The purpose of the project is to develop irrigation water supplies to about ha culturable command area spread over the Dhimerkheda Tehsil of Katni District to improve the irrigation system by supplementing limited and erratic rainfall. The project would also provide the basis for better water management. The project would increase agricultural production and the standard of living of the farmers in the areas, coming under this project. It has been assumed that Madhya Pradesh will have increament in energy requirements at the rate 10 % per annum. 1.7 LAND USE AND SOCIO-ECONOMIC ASPECTS Page 29

30 1.7.1 LAND USE PATTERN Katni district has a total geographical area of Sqkm.. Out of this total geographical area, 1000 Sqkm. is covered by forests accounting for 22.2% of the total area. About 54.59% (2459 Sqkm.) area is under crops. About 17% area is used to grow more than one crop per year. Forest area in this district is 1000 Sqkm. hectare, which is 22.20% of total area. Dhimerkheda Tehsil has a total geographical area of SqKm SOCIO-ECONOMIC ASPECT In the district Katni, people belonging to all castes & creeds live harmoniously; Kol & bumia (ST) are the main caste among them. The Kaurav, Lodhi, Kurai, Rajpoot & kolar & Schedule tribes & schedule caste are very hard working & live peacefully; basically engaged in agriculture & farming. The society here comprises of mainly Hindus, but even the Muslim, Christian and people from other religions also live with the feeling of brotherhood & unity here. There is no sign of any communal disharmony here. Residents of this district are very hard working, peace loving and love farming. People respect each other s caste, religion, customs & traditions. They celebrate each other s festivals with full communal harmony and unity that clearly reveals unity in diversity in its truest sense. Here, life is very simple. One does not boast of his living standard. People are very simple, loving, kind & affectionate. In this district, people respect all the religions. Festivals like Deepawali, Holi, Eid, Gurunanak Jayanti, Mahaveer Jyanti & Krishnas days are celebrated in a befitting manner. People love the story of Ramayan, & often Ramayan mandal, manas sammelans & religious lectures are organized in villages. People live simple life & wear clothes like Dhoti, Kurta, Bandi & place a Gamcha on shoulders. Even in the rural as well as in urban areas, people wear Pants, Shirts, & Pajamas. However attire of the people in villages with agricultural background is Dhoti & Kurta. Page 30

31 The food habits of the people basically comprise vegetarian food, and liking towards non-vegetarian food is less. People in this district are having qualities like simplicity, honesty & are inculcated with moral & spiritual thoughts. Approximately 24% population is engaged in farming or irk out a livelihood as agricultural labors. Remaining people are engaged in mining of dolamine of Iron ore business or belong to service class. One particular feature of the people of this area is that they love the feeling of self-prestige & they are emotionally attached to this feeling. It is because of this selfpride and prestige, that the people of this district joined the fight for independence, it is this feeling that in other case often leads to family fights & personal enmity. Agriculture Katni district, which are well known for marble and iron ore mining. About 55% area is under irrigation. Production of grains in the district is more than the actual requirement. For agriculture, both old and new techniques are equally practiced. People practicing old techniques use old equipment like ploughs, bullock carts, bakhar, hnasiya and various types of knives and khurpi etc. In new methods or techniques; thrashers, tractors, harvesters, electric pumps, sprinklers etc. are used. Along with these, better quality seeds and best quality pesticides are also used. Development of command area The state has huge water storage in the form of river. For this purpose, Govt. of M.P has initiated many projects involving large to micro command area for better irrigation network. Crops Mainly crops are cultivated in two seasons namely Rabi and Kharif. This is based on the climate and the conditions prevail in the district as per the time. Rabi crop is cultivated Page 31

32 during October to November and are harvested during April- May. Major rabi crops are wheat, pulse and gram. Kharif farming period is during June-July and harvesting period is during October and November. Major Kharif crops are paddy.. Soil District has both red & black soils, Black soil is most fertile and useful for farming. There are black domat soil, smooth soil, rocky soil, and sandy soils, in which wheat, grams and all type of pulses are mainly produced. Here, wheat, rice, grams are the major crops, which are produced, in large quantity. There are agricultural farms, and soil experiment laboratories at district level where farmers get pesticides, best quality seeds, fertilizers and most importantly technical guidance. Source of Irrigation-Modes employed Major sources for irrigation are wells, tanks, rivers, canals and tube wells. Main source of irrigation is the open wells. 1.8 CHOICE OF PROJECT-BASIS- PURPOSE AND NEED The need for Dhimerkheda Micro Irrigation Project on Right Bank Canal of BDP in Katni district has been considered in the context of increasing demand of Irrigation water in the area. The purpose of the project is to develop irrigation in about ha culturable command spread in the Dhimerkheda Tehsil in Katni District to improve the irrigation system by supplementing limited and erratic rainfall. The project would also provide the basis for better water management. The project would increase agricultural production and the standard of living of the farmers in the areas coming under this project. 1.9 STAGES / PHASES OF DEVELOPMENT OF PROJECT: It is proposed to construct the scheme in 3 years comprising of 4 financial years and the command will also be developed in 4 stages as detailed below: Page 32

33 i) Construction of pump house & rising main ii) Construction of Main Pipe Line i. e. Rising Main 10% 30% 60%- 10% Nil 20% 50% 25% iii) Construction of Disnet Nil 10% 40% 50% iv) Development of Irrigation (in Ha.) Nil Nil COST AND BENEFITS Direct Benefits i) Incremental Crop Production The development of this project would allow intensive farming of ha of area under cultivation. Irrigation will also allow full use of the land which is not cultivated under current farming practices. The incremental production of crops from the developed land would be the benefit to the society. In addition, extra production will contribute to local food grains supplies and reduce regional and national food grains deficits. The actual and incremental production of cereal, oilseed and other crops due to project are summarized below: ii) Increased Employment The implementation of Irrigation project will create employment opportunities in the project area. The employment is associated with improved farming practices as well as the construction of the irrigation project. With irrigation additional farm labour would also be required as a result of higher cropping intensity through double cropping providing employment opportunities to local people within and outside the vicinity of the project area. Indirect Benefits This impact of project outcome accruing from several indirect and secondary non- farm benefits may originate from the production aspect of the project as the value added Page 33

34 iii) and employment opportunity generated by processing and new marketing activities, like transportation and storage services. The impact is also felt in the increase in family working hours and increase in employment opportunities of the wage earners, the latter get employment during slack season and higher wages during peak load period. Besides a great deal of indirect employment opportunities in the processing storage, transportation and marketing fields will also be generated in the non-farm activities, emanating from the output enhancement of the agricultural sector. Other employment opportunity may emerge from the secondary or side effect of the project in the form of providing services for recreation, health, power, education facilities in the area. Other social benefits are redistribution of income, eradication of poverty and increase in standard of living in the rural areas. This will also reduce the tendency of migration of rural people to urban areas. The inclusion of indirect and secondary costs and benefits is very important element in the economic justification of the project, particularly in a state like Madhya Pradesh where physical resources are either idle or underutilized and where one of the most Important purpose of the project is to absorb the unused and under used factors of production and increase their efficiencies. Cost and B C Ratio The estimated cost of the project is works out to Rs Crores The unit wise cost is as under Unit I Rs lacs Unit II Rs lacs Total cost of project Rs crores B C Ratio of the scheme has been works out as PUBLIC COOPERATION AND PARTICIPATION Increasing demand of water in all sectors including irrigation made it imperative that the public cooperation and participation must be increased at all levels, including grass Page 34

35 root levels. National Water Policy and State Water Policy also lay emphasis on participatory irrigation management to be adopted as an essential strategy for improving the performance of all the irrigation projects and therefore farmers should be involved progressively from the grass root level particularly in water distribution & canal maintenance. Thus the Government has planned to lay more thrust to involve former users in a more systematic way. Objectives: To promote and secure equitable distribution of water among its users, adequate maintenance of irrigation system & efficient and economical utilization of water to optimize agricultural production. To protect the environment and to ensure ecological balance inculcating sense of ownership of the irrigation system in accordance with the water budget and the operative plan. To bridge the gap between potential created and potential utilized. For prompt attention to problems and resolution of disputes. Page 35

36 CHAPTER-2 PHYSICAL FEATURES 2.1 GENERAL Madhya Pradesh is the second largest Indian state in size with an area of 308,000 sq. kms. In its present form, Madhya Pradesh came into existence on November 1, 2000 following its bifurcation to create a new state of Chhattisgarh. The undivided Madhya Pradesh was founded on November 1, Madhya Pradesh, because of its central location in India, has remained a crucible of historical currents from North, South, East and West. Paleolithic, Mesolithic, Neolithic, Chalcolithic and Iron Age Cultures have flourished in the state along Narmada valley and other river valleys. Rich archaeological wealth has been unearthed in various parts of the state throwing light on its history. The forests occupancy in the states is 8.49 million hectares, which is 27.2 % of the geographical area of the state where as the cultivated area is about 49%. Command area Survey The gross command area for the project is about ha.the command area lies in Dhimerkheda Tehsil in Katni district. The reconnaissance survey has been carried out at different locations and micro planning has been done on the basis of topo sheet for the area. 2.2 GEOLOGY BASIN The Narmada Valley is a rift valley situated between the Narmada North fault and the Narmada South fault. These in turn are part of the longer Narmada-Son lineament, which is an active fault zone, and a distinguishing tectonic feature of central India. Extensive basaltic flows known as Deccan Traps have come out of these faults and underlie most of the basin. Review of Water Governance in the Narmada River Basin2 Apart from this there are some granite, and the Gondwana shale and sedimentary rocks in parts of the hills and plains and alluvial deposits near the river courses. A layered block called a graben has dropped down in the middle relative to Page 36

37 the blocks on either side of the faults due to ancient spreading of the earth's crust. The Two faults parallel the river's course, and mark the boundary between the Narmada block and the Vindhya and Satpura blocks that have risen relative to the Narmada Graben. In between the two blocks there is an alluvial plains area of about 500 kms length and kms width stretching from Jabalpur district to Barwani district which overlies the Deccan traps and Gondwanas on both banks of the River. Page 37

38 CHAPTER 3 SURVEYS AND INVESTIGATIONS 3.1 TOPOGRAPHICAL SURVEY HEAD WORK The supply source is to be constructed at Right Bank Main Canal at R.D. 85 Km. to 102 Km. of Bargi Diversion Project at various locations sufficient water is available. 3.2 METEOROLOGICAL SURVEYS Rainfall Data The nearest observatory is at Jabalpur. The climatological parameter of Jabalpur is used for analysis of rainfall. The average annual rainfall of Katni district is mm. Katni district receives maximum rainfall during south west monsoon period i.e. June to September. About 56.9% of the annual rainfall received during monsoon season only and 13.1% of the annual rainfall takes place between October to May period Temperature Data There is a steady increase of temperature after February. May is the hottest month with the mean daily maximum temperature at 42 o C and mean daily minimum at 24.3 o C. December and January are generally the coldest months with the mean daily maximum at 26.0 o C in January and the mean daily minimum at 9.7 o C in December and January Wind Speed & Direction The wind velocity is higher during the pre-monsoon period as compared to post monsoon period. The maximum wind velocity 8.2 Km. / hr. observed during the month of June and minimum 2.60 Km. / hr during the month of December. The average normal annual wind velocity of Katni district is 4.90 Km. / hr. Page 38

39 3.2.4 Humidity During the southwest monsoon, the relative humidity is high; generally exceeding 78 percent. (August Month). The air becomes comparatively drier after the withdrawal of the southwest monsoon. The driest part of the year, is the summer season when the relative humidity in the afternoon is lower than 31 percent. Page 39

40 CHAPTER 4 IRRIGATION PLANNING 4.1 COMMAND AREA The Project command area lies on right side of the Right Bank Main Canal of Bargi Diversion Project. The topographical level of the command area is such that it needs to be covered through pumping the water at required elevation so as to cover the targeted Command area of ha. The command area is spread over Dhimerkheda tehsil of Katni district. 4.2 SCOPE OF INTRODUCTION OF MODERN SPRINKLER IRRIGATION SYSTEM IN THE COMMAND The introduction of the sprinkler irrigation techniques have been considered preferable in the command area due to the improved efficiencies in application of water to the field. Currently, the command area does not have any assured water supply and as a consequence, the development of modern methods has been slow. The limited financial capacity and technological awareness of the local farmers has also contributed to this. It is proposed that the sprinkler irrigation may be provided initially in selected pockets in the command area. The planning for the sprinkler irrigation and selection of particular areas should be made based on the following considerations. A) DRAINAGE CHARACTERISTICS OF THE SOILS: Generally the well-drained clays and sandy clays have been preferred due to their capacity to provide leaching and good distribution of the water around root zone, having some clay content helps towards improvement in the field capacity of the soil. In this context at may be worthwhile to point out that, black cotton soils have not been found very suitable for large scale application of the sprinkler method. Page 40

41 B) PREDOMINANT SLOPES OF THE AREA: Some of the pockets of the command area are having steeply sloping terrain with predominant slopes of 3% and higher. Even though the clay content in the soils is high, the steeper slopes make the terrain well-drained and sprinkler irrigation methods will result in lowering of losses due to draining away of surface water. C) DEPTH OF SOILS: It has been observed that in a part of the command area are characterized by shallow depths of top soils with deeply eroded topography. Application of conventional surface irrigation will involve land leveling and land shaping operations, which cannot be sustained in these zones. Application of sprinkler system will reduce the need of land leveling and shaping operations. D) The energy consumption of the system is directly dependent upon the distance to which the water is required to be conveyed and the height to which the same is required to be lifted. Hence, improving application efficiency will result in reduction of energy consumption and also reduction in capital cost of pressurized pipe lines for conveyance. In this context, the applications of sprinkler systems in tail reach of the command are preferable. However, large scale implementation of modern irrigation systems (drip and sprinkler) has to be made in stages due to the following considerations. A) FAMILIARITY WITH THE MODERN TECHNOLOGY: The farmers require acclimatization with the new technologies being introduced in their areas. Sudden application over a large scale may result in operational problems to the individual farmers. B) INFRASTRUCTURE FOR MAINTENANCE AND REPAIR: Skills at technician levels will have to be made widely available in the nearby villages and towns for providing necessary R&M services to the installations. These may also take time to reach to required level as they are currently non-existent. C) AFFORDABILITY: Currently, the economic level of the local farmers is quite low due to less production, which is largely attributable to non-dependable rain-fed system. Hence, making capital investments may not be feasible solution at the very beginning. The capabilities may grow with improvements in water availability and improved returns after implementation of the project. Page 41

42 CHAPTER -5 COMMAND AREA 5.1 The command area is spread over Dhimerkheda tehsil of Katni district. It is proposed to irrigate about Ha. command area. The details are given as below: (off take points) Sl.No. NAME OF SCHEME DISTRICT LATITUDE LONGITUDE CCA in Ha Kothi Katni Khamtara Katni Jirri Katni Salarpur Katni Total Page 42

43 CHAPTER - 6 DESIGN CRITERIA OF MICRO IRRIGATION PROJECT Details of Scheme:- This Scheme envisages lifting water from Narmada River at four different locations between Latitude to , Longitude to , in Katni districts and irrigating hectare area in the nearby villages situated on Right Bank Main Canal of B.D.P. at Right Side. Water Availability Sufficient Water ( cumecs) is available at different reaches of Right Bank Main Canal of B.D.P. at R.D. 85 to 102. The scheme is proposed at places where water is available in near by canal. Sufficient water is available for pumping. Command Area:- Command consists of culturable area situated on the right bank of Canal of B.D.P. in the Katni district. There are 98 Beneficiary villages in the command and the area of 15,000 ha. will be irrigated Design:- In this scheme the water will be provided through pressurized Micro Irrigation system.the cultivators will get the irrigation through pipe network up to 2.5 ha. chuck. They will irrigate their fields by their own drip / sprinkler system. Project has been divided into 4 parts. The CCA in each scheme is ranging between 2406 to 4824 ha.the irrigation for the area has been planned by lifting water from Right Bank Main Canal of B.D.P. and delivered through pipe line.electricity for lifting water shall be obtained from M.P.S.E.B. The power required for the project will be about 5.02 MW. The first scheme under this project is proposed near village Khamha Tehsil Dhimerkheda, Distt. Katni and the last scheme at village Bamhni, Tehsil Dhimerkheda, District Katni. The project comprises of 4 micro irrigation schemes The project covers ha. Command area of Katni district. The scheme is planned and designed for providing water up to 2.5 ha. chuck through underground pipe network therefore no separate OFD work will be needed. Page 43

44 Design of the Project As per design, for 15,000 Ha., the discharge required is about 5.34 Cumecs and the diameter of MS. Pipe is work out between 625 to 1150 mm The water will be lifted for 120 days and the total depth of water provided in the field work about 37 cm. The power required for pumping for ha. works out to be 4.46 MW and 0.56 MW has been considered for transmission losses, other auxiliary, lighting of staff quarters, Total power works out to be 5.02 MW. Power requirement of the Project is as under Residual head 20 m Including losses the scheme wise total head is workout as below Sl. No Scheme Total Head in Pumping metres (m) Power in MW 1 Kothi LIS Khamtara LIS Jirri LIS Salarpur LIS Total pumping Power 4.46 Auxiliary powerand others Total Power requirement 0.56 MW 5.02 MW Page 44

45 Disnet Planning For the planning purpose the commanded area has been sub divided in 500 ha. chuck and further divided in 25 chuck of 20 ha. It is further sub divided in 8 No. of 2.5 ha. each. The cultivators will get water at 2.5 ha. outlet through flexible pipe and irrigate their fields by their own sprinklers. For efficient working of the system the Warabandi system will be implemented in the command area. The pipe and system required for the sample disnetof 500 ha. chuck are annexed. Automation Control for Disnet 1. There are no Flow or Pressure controller at of 500 ha chuck. 2. One Flow and Pressure controller is provided at each 20 ha chuck with remote wireless capacity to be switched on/off. This must be capable of delivering 6.6 liters per second discharge for the 20 ha chuck at the regulated residual pressure of 20m at controlled pressure and discharge On/Off solenoid valves also provided after the Flow and Pressure controller at each 20 ha chuck. Each of these solenoid control valves can be wirelessly operated and each is capable of delivering liters per second for the 2.5 ha chack 4. All the 8 On/off valves and the Flow and Pressure controller Valve are situated in one heavy weight RCC box about 2.5ft x 2.5ft x2.5ft with heavy lid closure and located at the centre of the 20 ha chuck as shown in the drawing. 5. One antenna is to be suitably mounted on the top of the RCC box for the wireless operation. 6. One Solid State Battery with solar panel charging and the wireless cards will also be housed in the RCC box. RECOMMONDATIONS: By this scheme the water will be provided through pressurized Micro Irrigation system. The cultivators will get the irrigation through pipe network up to 2.5 ha. chuck and they will irrigate their fields by their own drip/sprinkler system. The water is being lifted from Right Bak Canal of Bargi Diversion Project into the proposed command area, The most attractive feature of the Scheme is that without displacing a single person, Irrigation will be provided to 15,000 Ha. of land as neither any new dam is being constructed nor any submergence is being created. Page 45

46 Annexure-1(a) DHIMARKHEDA MICRO IRRIGATION PROJECT EXISTING CROPPING PATTERN Name of Crop Percentage Area Kharif Crop 1. Paddy (Lahi) 20% Paddy 20% Paddy (HYP) 5% Vegetable 1% Ground-nut 15% Soyabeen 25% 3750 RABI-CROP 1. Wheat (HYP-I & II) 50% Gram 2% Berseem 20% Vegetable 3% 450 Total 161% Page 46

47 Annexure-1(b) DHIMARKHEDA MICRO IRRIGATION PROJECT PROPOSED CROPPING PATTERN S. No. Name of crop Area % Area (ha) RABI 1 Wheat Gram Mustard Pea Flax Lentils Total Page 47

48 Abstract of Cost Annexure 2 No. Sub head Unit-I Amt. Unit-II Amt. in Lakhs Total Amt. In Lakhs in Lakhs (3+4) A-Preliminary B- Land C-Works D-Regulator F-CD Works G-Bridges K-Building M-Plantation O-Misc P-Maintenance U- Distributary 'X'-Environment Total 'I' Works Establishment Charges Total Cost Rs Crore + Rs Crore= Rs Crore Total Cost of project Crore Chief Engineer Upper Narmada Zone, Bargi Hills, Jabalpur Page 48

49 Annexure-3(a) PROFORMA FOR THE CALCULATION OF BENEFIT COST RATIO (BCR) OF DHIMARKEDA MICRO IRRIGATION PROJECT A. GROSS RECEIPT Before Irrigation (Without Project) After Irrigation (With Project) 1 Gross value of farm produce Dung receipts (at 30% of the fodder - - expenditure) 3 Total (A): Gross Receipts (1+2) Rs. in Lakh... B. EXPENSES : 1 Expenditure on seeds 2 Expenditure on manure etc Expenditure on hired labour (human and bullock) 4 Fodder expenses (as percentage of gross value of produce) 5 Depreciation on implements (2.7% of Item A.1) Share and Cash Rent (5% of Item A.1) Land Revenue (2% of Item A.1) 8 Total (B): Expenses (1 to 7) C. NET VALUE OF PRODUCE 1 Total Gross receipts (Total A.3) Minus Total expenses (Total B.8) Net Value of Produce (C): (1-2) D. ANNUAL AGRICULTURAL BENEFITS 1 Net value after irrigation (C.3) Minus Net value before irrigation (C.3) Page 49

50 3 Net Annual Benefits (C): (1-2) D ANNUAL COSTS: Interest on 10% (Estimated total cost of the project including cost of land development. Depreciation of the 1% of the cost of project for 100 years life of the project 2% for 50 years life of the project Annual operation and maintenance Rs. 180 per ha. of CCA Ha Lakh Lakh Lakh 27 Lakh Maintenance of the head 1% of its cost Depreciation of the pumping system@ 8.33% of the estimated cost of the pumping system assuming life of the system as 12 years (Applicable to lift irrigation) Depreciation of the raising 3.33% of the estimated cost of the raising mains assuming life of the system as 30 years (Applicable of lift irrigation) 7 Power charges for (a) Lift Rs 800 per ha. (Applicable to lift irrigation) for Lacs per month for 4 months Electrical charges at the Rs 5 per unit for 750 Total (G) Annual Cost (1 to 7) Lakh(head work12162lakh) Lakh(pumps 4267 lakh) Lakh(R M 5869 Lakh) 120 Lakh Lakh BENEFIT COST RATIO = Annual Benefits Annual cost (G) = = 2.04 Page 50

51 DHIMARKEDA MICRO IRRIGATION PROJECT Madhya Pradesh Value of Produce and Cost of Production Before the Project Annexure-3(b) S.No. Name of Crop Area in Ha. Produce per ha. In Tonne Total produce in Tonne Value of produce Rs. Per Tonne Total value of produce (Rs. In Lakh) A Kharif 1 Paddy (Lahi) Paddy Paddy (HYP) Vegetable soyabin Ground nut RABI 1 Wheat Gram Berseem Vegetable TOTAL Page 51

52 Name of crop Cost of cultivation per ha.(before) Seed Manure/Fertilizers Pesticides Total Cost Rs. Total Cost Rs. Lakh Hired labour Rate in Rs. Per ha. Area in Ha. Rate Rs. per Ha Total Cost Rs. Lakh Rate Rs. per Ha Lakh Rate Rs. per Ha Total (Rs. In Lakh) Conti Annexure 3(b) Total Cost in Lakh Kharif Paddy Paddy Paddy Vegitable soyabin Ground nut RABI Wheat Gram Berseem Vegetable TOTAL Page 52

53 DHIMARKEDA MICRO IRRIGATION PROJECT Value of Produce and Cost of Production After the Project S.No. Name of Crop Area in Ha. Produce per ha. In Tonne Total produce in Tonne Value of produce Rs. Per Tonne Annex 3(b) iii Total value of produce (Rs. In Lakh) A RABI 1 Wheat 2 Hy Gram Mustard Pea Flax Lentils Total Page 53

54 S.No. Area in Ha. Cost of cultivation per ha.(after) Seed Manure/Fertilizers Pesticides Hired labour Name of Crop Total Total Rate Cost Rate Total Cost Rate in Rs. Rs. Rs. per Cost Rs. Rate Rs. Rs. Rs. per Ha Lakhs Ha Lakhs per Ha Lakhs Per ha Total (Rs. In Lakhs) Annex 3(b) iv Total Cost in Lacs RABI 1 Wheat 2 Hy Gram Mustard Pea Flax Lentils Total Page 54

55 Annexure-4 DHIMARKHEDA MICRO IRRIGATION PROJECT NUMBER OF BENEFITED VILLAGES S. No. District Tehsil Total Number of Villages GCA in Ha. Net C.C.A. in Ha. 1 Katni Dhimerkheda Page 55

56 Annexure 5. DHIMARKHEDA LIFT IRRIGATION PROJECT VILLAGES UNDER COMMAND <+hej[ksm+k mn~ogu flapkbz iz.kkyh dh dksbh mn~ogu flapkbz iz.kkyh flapkbz iz.kkyh ds varxzr xzkeokj d`f"k ;ksx; jdok l-ø- xzke dk uke xzke dk dqy jdok mn~ogu flapkbz iz.kkyh gsrq lh-lh-,- fjekdz 1 djksanh dpukjh ikyh e>xoka >kjkikuh HkSalokgh ekjflgqm+h Nhrkiky eqm+h[ksm+k cegksjh lxksuk flouh fiamjbz fryeu gjbz cka/k <+hej[ksm+k fla?ku rykbz flefj;k cjsyh ijklh vdksuk dksbh <k<j flgqm+h eq[kkl ;ksx Page 56

57 <+hej[ksm+k mn~ogu flapkbz iz.kkyh dh [kerjk mn~ogu flapkbz iz.kkyh ds varxzr xzkeokj d`f"k ;ksx; jdok l-ø- xzke dk uke xzke dk dqyjdok mn~ogu flapkbz iz.kkyh gsrq lh-lh-,- fjekdz 1 cugvh cjgjk ?kq?kjh fcgfj;k fbvhz lkjaxiqj lxaok ivuk fdoykjh im+fj;k f>uuk fn;kx< fiifj;k ukfkw[ksm+k Hkedk ijlsy tkequpqvk [ksjkuh fl?kuiqjh nsojh [kerjk lys;k [kanokjk dvjk jks>u fctksjh ig:vk esj ;ksx Page 57

58 <+hej[ksm+k mn~ogu flapkbz iz.kkyh dh ftjhz mn~ogu flapkbz iz.kkyh ds varxzr xzkeokj d`f"k ;ksx; jdok l-ø- xzke dk uke xzke dk dqy jdok mn~ogu flapkbz iz.kkyh gsrq lh-lh-,- fjekdz 1 gjnh ijlokjk nsojhikbd /kuxoka fr?kjk lgykou HkVxoka >qudh HklsM+k x<+ekl eqmsjk djksanh canksjh panksy lgtiqjh [kanokjk (ikvz) dvjh fngjh ftjhz ;ksx Page 58

59 <+hej[ksm+k mn~ogu flapkbz iz.kkyh dh lsykjiqj mn~ogu flapkbz iz.kkyh ds varxzr xzkeokj d`f"k ;ksx; jdok l-ø- xzke dk uke xzke dk dqy jdok mn~ogu flapkbz iz.kkyh gsrq lh-lh-,- 1 cjsyh ckjk MawMh fiifj;k Hkuiqjkdyk mgqyh enkuk dkjhikfkj f'kojktiqj dlsjk ljlokgh fcts;k Hkwyk ttuxjk piqgyk fvdfj;k f>fj;k cugjh dukst mefj;k nj?kvh fiifj;k f[kjlky lsykjiqj Hkhrjhx< iksm+h fiifj;k ;ksx fjekdz Page 59

60 Calculation of Power Annexure No. 6 Sl. No Scheme Average Length KM Static Head in metres Residual Head in Meters Disnet Losses Area to be Irrigated In Ha Number of Stages (Telescopic Sections) Discharge at the beginning cumec Discharge x (residual head + Disnet losses) Telescopic Discharge (cumecs) x Telescopic Head Loss (meters) + Pumping Power in MW@88% pump and 95% Motor Efficiency (Telescopic Head loss = Pipe friction loss in section + Static head in section) 1 Kothi Khamtara Jirri Salarpur Total Pumping power Auxiliary power and losses and all other 10% Power Reserve for 15 years life time Total Power should not exceed after a lifetime of 15 years MW MW 5.02 MW Page 60

61 MAPS Page 61

62 Page 62

63 DISNET PLANNING FOR 500 Ha. chuck to 20 ha chuck Page 63

64 DISNET PLANNING FOR 20 Ha. chuck to 2.5 ha chuck Page 64