GOVERNMENT OF

NARMADA VALLEY DEVELOPMENT AUTHORITY

CHIEF ENGINEER Indira Sagar Project (Canals) District West , Madhya Pradesh

BALANCE MEDIUM AND MINOR PROJECTS IN NARMADA BASIN - GROUP 'B'

BERKHEDA MEDIUM IRRIGATION PROJECT

Techno-Economic Feasibility Report

Feb-16

EGIS RMSI JV, EGIS TOWER, Plot No. - 66, Sector - 32, Gurgaon (Haryana) - 122003 Tel : +91-124-4249200, Fax: +91-124-4249499, Email: egis-@egis-india.com

DOCUMENT RELEASE SHEET For Client approval Description

Client :

CHIEF ENGINEER Indira Sagar Project (Canals) Sanawad District West Nimar, Madhya Pradesh

NARMADA VALLEY DEVELOPMENT AUTHORITY GOVERNMENT OF MADHYA PRADESH

Project :

BALANCE MEDIUM AND MINOR PROJECTS IN NARMADA BASIN - GROUP 'B'

Project Consultant :

EGIS RMSI JV, EGIS TOWER , Plot No. - 66, Sector - 32, Gurgaon (Haryana) - 122003 Tel : +91-124-4249200, Fax: +91-124-4249499, Email: [email protected]

Document :

TECHNO-ECONOMIC FEASIBILITY REPORT - BERKHEDA MEDIUM PROJECT

GLOSSARY AND ABBREVIATIONS

Term of abbreviation Meaning

CBIP Central Board of Irrigation and Power CCA Culturable Command Area CWC Central Water Commission ETo Evapo Transpiration FRL Full Reservoir Level FRL Full Reservoir Level G&D Gauge & Discharge GIR Gross Irrigation Requirement Ha Hectare ICA Irrigable Command Area IS Indian Standards LBC Left Bank Canal LPCD Litre Per Capita per Day LSL Lowest sill Level MCM Million Cubic Meter MDDL Minimum Draw Down Level MP Madhya Pradesh MWL Maximum Water Level NZE New Zero Elevation R.G.S. Rain Gauge Station RBC Right Bank Canal RCC Reinforced Cement Concrete SPF Standard Project Flood SPS Standard Project Storm

BERKHEDA MEDIUM PROJECT

TABLE OF CONTENTS

S. No. Particulars Page no. 1 Salient Features 1 2 Brief Report 5 3 Preliminary Check Statement 9 4 Annual Runoff 11 5 Computations of 75% Dependable Yield 12 6 Area capacity table 13 7 Dependable Yield 15 8 Fixation of storage capacity and principal levels 16 9 Proposed cropping pattern 17 10 ABSTRACT OF WORKING TABLE 18 11 Design of Sluice Barrel 19 Abstract of Monthly Upstream Water Use (MCM) of Berkheda Medium 12 20 Irrigation Project 13 General Abstract 21 14 Drawings (i) Index Map (ii) L-Section of Dam (iii)Grid Plan

Consultancy Services for Identification, Survey, Preparation of Detailed Project Report and Detailed Estimates of Balance Medium and Minor Projects in Narmada Basin,Group-B FEBRUARY 2016 Naramada Valley Development Authority Ver : R1 S.1. SALIENT FEATURES

1 GENERAL (a) Name of the Project : Berkheda Medium Irrigation Project (b) Type of the Project : Irrigation (c) Location : Near Berkheda Village (d) Latitude : 22°21’8.699”N (e) Longitude : 74°54'44.921"E (f) River Basin : Narmada (g) Located on River : Uri River (h) Sub Basin : Uri Baag Sub Basin (i) Tehsil : Kukshi (j) District : (k) State : Madhya Pradesh

2 HYDROLOGY (a) Catchment Area : 382.90 Sqkm (b) Intercepted Catchment Area : 184.41 Sqkm (c) Net Catchment Area : 198.49 Sqkm (d) Rain Gauge Stations : Gandhwani , Baag and (e) period of Data Availability : 1966 - 2008 (43 Years) (f) Gauge & Discharge Site : Kogoan G& D Site (g) period of Data Availability : 1978 - 2012 (34 Years) (h) Rainfall Runoff Equations Developed : Uri Baag Sub Basin June(X is Rainfall & Y is Runoff in cm) : Runoff = 0.205 x Rainfall -1.063 July : Runoff = 0.1834 x Rainfall -0.2261 August : Runoff = 0.616 x Rainfall -2.5003 September : Runoff = 0.6514 x Rainfall -1.4601 October : Runoff = 0.4209 x Rainfall +0.4434 (i) Available Annual Yield at Dam Site 50%Dependable : 105.50 MCM 75% Dependable : 79.21 MCM 90% Dependable : 59.45 MCM (j) Number of existing & proposed U/s Project : 17 Nos. (k) Planned Utilization by the U/s project : 27.14 MCM (l) Hydrometeorologic Station :

3 HYDROLOGY (a) Record of Observed Floods : Nil (b) Type of Dam : Large Dam (c) Design Flood : Probable Maximum Flood (d) Design Storm Depth : 1 Day PMF of 485.00 mm (e) Estimated SPF : 4985.38 Cumecs (f) Flood Lift : 0.80 m

4 SEDIMENT ESTIMATION (a) Sediment Rate : 476 cum/sq km / yr (b) Net Catchment Area : 198.49 Sqkm (c) Sediment Inflow in Reservoir : 25 Years : 236.37 Ha-m 50 Years : 472.74 Ha-m

1 of 21 Consultancy Services for Identification, Survey, Preparation of Detailed Project Report and Detailed Estimates of Balance Medium and Minor Projects in Narmada Basin,Group-B FEBRUARY 2016 Naramada Valley Development Authority Ver : R1 75 Years : 709.11 Ha-m 100 Years : 945.48 Ha-m (d) New Zero Elevation (With FRL 262.40 m) 100 Yrs Sediment : 240 m (used to fix Sill Level) 235.92 m ((used in Sediment 50 Yrs Sediment : Distribution)

5 PRINCIPLE LEVELS (a) Lowest Sill Level (LSL) : 240.00 m (b) Minimum Draw Down Level (MDDL) : 241.50 m (c) Full Reservoir Level (FRL) : 262.40 m (d) Maximum Water Level (MWL) : 263.200 m (e) Top Bund Level (TBL) : 265.50 m (f) Dead Storage : 1.429 MCM (g) Gross Storage : 53.870 MCM (h) Live Storage : 52.441 MCM (i) Capacity at LSL (Revised after Sedimentation) : 0.375 MCM (j) Capacity at FRL (Revised after Sedimentation) : 48.165 MCM (k) Submergence at FRL : 476.08 Ha

6 IRRIGATION (a) Gross Command Area : 13486.00 Ha (b) Culturable Command Area : 9900.00 Ha (c) Annual Irrigation Proposed : 9900.00 Ha Rabi : 9900.00 Ha (d) Existing Cropping Pattern Village wise Existing Agricultural Statistics for the villages in the command of Berkheda Medium Irrigation Project is Shown in TheAnnexure existing 4. cropping pattern for villages under Berkheda Medium Irrigation Project is shown below : Kharif Maize : 12.18% Urad : 1.33% Soyabean : 51.82% G Nut : 0.78% Cotton : 21.98% Other Arhar : 2.46% Jowar : 3.14% Arhar : 0.59% Mirch : 2.10% Other Fiber : 0.03% Til : 0.05% Total : 96.46% Rabi Wheat : 28.13% Gram : 16.82% Vegetables : 1.16% Fruits : 0.19% Other Pulses : 0.06% Other : 0.95% Total : 47.31% : (e) Proposed Cropping Pattern Berkheda Medium Project

2 of 21 Consultancy Services for Identification, Survey, Preparation of Detailed Project Report and Detailed Estimates of Balance Medium and Minor Projects in Narmada Basin,Group-B FEBRUARY 2016 Naramada Valley Development Authority Ver : R1 Rabi Wheat Hyv : 1980 Ha Wheat Ord : 4950 Ha Gram : 2970 Ha Sub Total : 9900 Ha Grand Total : 16350 Ha (f) Intensity of Irrigation : 100.00%

7 DOMESTIC WATER SUPPLY (a) Type of Demand : Domestic Water Supply (b) Villages Benefited : 16 Villages in Kukshi Taluka of Dhar dt. (c) Size of Population served : 42592 (Estimated Population (d) Quantum of water per capita (liter) : 40.00Projected LPCD up to 2040 ) (e) Quantum of wate made available : 0.62 MCM

8 UTILIZATION IN 35 YEARS (Working Table) (a) Period of Study : 35 years from 1977 - 78 to 2011-12 (b) Average Annual water Utilized for Irrigation : 49.80 MCM (c) Average Annual Reservoir Evaporation : 3.97 MCM (d) Domestic Water Suppply - Yearly : 0.62 MCM (e) Average annual Utilization : 54.39 MCM (f) CCA : 16350.00 Ha Intensity of Irrigation : 100.00% Average Delta of 35 years for proposed : 306.67 mm cropping pattern 9 DAM DATA (a) Type of Dam : Central Spillway with Earthen Dam, (b) Total Length of Dam : 889.15Homogenous m Section (c) Overflow Dam (Ogee Type) (i) Length of Spillway : 147.00 m (ii) No of Gates(including standby) : 10.00 m (iii) Deepest foundation Level : 242.00 m (iv) Crest Level : 255.70 m (v) Maximum Height above foundation : 13.70 m (vi) Peak flood Discharge : 4985.38 Cumecs (vii) Routed flood Discharge : 4566.96 Cumecs (d) Non overflow Dam (i) Length : 35.00 M (both flanks) (ii) Maximum height above foundation : 23.50 m (e) Earth Dam (i) Length of Dam : 696.44 m (ii) Maximum height above GL : 36.68 m (f) Irrigation Sluice (i) Location of Sluice : RBC Sluice at Ch: 265 m

10 CANAL (a) Main Canal Length : 16.252 km Total no. of Minors : 5 (b) Total GCA : 13494.00 Ha (c) Total CCA : 9900.00 Ha (f) Head discharge Required : 2.970 Cumecs

3 of 21 Consultancy Services for Identification, Survey, Preparation of Detailed Project Report and Detailed Estimates of Balance Medium and Minor Projects in Narmada Basin,Group-B FEBRUARY 2016 Naramada Valley Development Authority Ver : R1 (g) Head discharge Designed : 3.380 Cumecs (j) No. of villages benefited : 40 No Main, Minor, Sub Minor, Field (k) Pipe System : Channel and Water Course

11 SUBMERGENCE DETAILS (a) Private Land (i) Irrigated Land : 261.52 Ha (ii) Unirrigated Land : (b) Govt. Land : 184.43 Ha (c) Forest area : 43.86 Ha (d) Total submergence area : 489.81 Ha (e) Total CCA : 9900.00 Ha (f) Forest Classification : F2 (g) Submergence ratio : 2.46%

12 ESTIMATE (a) B land : 5540.940 Lakh 8297.30 Lakh *(60% of the cost of Unit- 1 is considered in Berkheda Medium (b) Unit-1 : Project and 40% is considered in Uri Lift Medium Project) 5531.94 Lakh Unit-2 : 18158.62 Lakh Total Cost : 26455.92 Lakh (c) Cost Per Ha : 2.67 lakh/Ha (d) B.C. Ratio : 2.54 @ 5% : 1.43 @ 10% (e) No. of Villages Affected : 7

4 of 21 Consultancy Services for Identification, Survey, Preparation of Detailed Project Report and Detailed Estimates of Balance Medium and Minor Projects in Narmada Basin,Group-B FEBRUARY 2016 Naramada Valley Development Authority Ver : R1

S.2. BRIEF REPORT

1 Need for the Project Irrigation development in state of Madhya Pradesh is only 28.2% which is below as compared to national average of 38.75%. The District of Dhar is located in Madhya Pradesh. The irrigation development is below the states average figure. Crop cultivation in this district is totally dependent on rainfall and on the vagaries of monsoon. Providing irrigation will improve the economic condition of the farmers and result in efficient utilization of soil and water resources of the region. State and the Region are experiencing erratic rainfall, which has further worsened the situation. Fertile land is available in Kukshi Tehsil where reliable irrigation system can make a great difference and yield of crop may increase many fold with enhances irrigation practices. This, this will result in overall development of the region.

Also during summer season the ground water table goes deep and the region suffers from the acute shortage of drinking water. Creation of water bodies and developing irrigation system will result in recharge of ground water and improvement of ecology and will have a great positive impact on the environment and wild life of the region. To improve the scenario and to have overall development of the area, Govt. of Madhya Pradesh is dedicated to provide Irrigation in the areas of Kukshi by storing the river flow from Uri River and other surrounding river in the area.

2 Introduction

The Preliminary investigation of the BERKHEDA MEDIUM Project was started in the year 2009 with a view to construct storage reservoir across Uri River to irrigate the area coming under Kukshi tehsil of Dhar District. The Berkheda Medium Project was proposed to irrigate a Gross & Culturable Command Area of 10,000 Ha and 7556 Ha respectively with annual irrigation of 8765 Ha at FRL 259.462 with a Gross Storage of 41.109 MCM. The Pre Feasibility Report, Detailed Project Report and Detailed Design reports of the above proposal were submitted by Egis India vide letter no. PFR B100 062/EGIS India/8173/2011 Dt.21/01/2011, DPR B10 062/EGIS India/10332/2012 Dt. 11/07/13, DDR B10 062/EGIS India/14937/2013 Dt. 13/01/12 respectively. The water availability studies of the Berkheda Medium Project was approved by Hydrology Directorate, BODHI, vide Lt No.414/ Bodhi/ Hyd/47 1-Y/13 and Sedimentation Calculation and Probable Maximum was approved vide Lt no. 117/Bodhi/ Hyd/471 -Y/15 Bhopal after through scrutiny.

The proposal was further submitted to Canal Directorate, BODHI. Meanwhile, The URIBAGH MEDIUM SCHEME proposed in the Master Plan of NWDT was dropped due to some difficulties. It was therefore suggested by Canal Directorate BODHI, that the FRL of the Berkheda Medium Project should be raised by 3.00 m and to impound additional water to irrigate the command area earlier proposed to be irrigated by URIBAGH MEDIUM SCHEME. Suggestions were incoporated and a revised proposal of Berkheda Medium Project with FRL 362.40 m with a gross storage of 53.87 MCM to irrigate 9900 Ha of CCA (10454 Ha Designed irrigation @ 115.51 % intensity) with a lined canal system was submitted to Canal, Dam and R&C Directorate BODHI for scrutiny.

The above proposal (Fully Lined) was approved by Canal Directorate, BODHI vide Lt no. 1208/नहर/_ Dt. 12/05/2015, by Dam Directorate, BODHI vide Lt. No. 327/ ब 更ध / 508 / बोधी /2015 Dt. 29/09/2015, by R&C Directorate, BODHI, vide Lt. No.599 / 573/NVDA/R&C/Bodhi Dt. 23/10/2015 However, Egis India was instructed by Office of Executive Engineer, Water Resiurce Dept, Manavar- Dhar (M.P.), vide Lt. No 148 / क र्य /16 Dt. 15/01/2016, to prepare a proposal with a complete pipe system in place of the approved lined canal system for Berkheda Medium Project.

5 of 21 Consultancy Services for Identification, Survey, Preparation of Detailed Project Report and Detailed Estimates of Balance Medium and Minor Projects in Narmada Basin,Group-B FEBRUARY 2016 Naramada Valley Development Authority Ver : R1

A revised proposal of Berkheda Medium with a complete pipe canal system is therefore being submitted for approval. As per the guidance of the WRD Dept., the irrigation is designed for Rabi season with 100% irrigation intensity. Water required to irrigate 9900 Ha of land with the pipe canal system is computed as 30.10 Mcm. Since, suplus water is available in the Berkheda Medium Project and command is not available at the Downstream of the project, 6450 Ha. of CCA with a water requirement of 19.70 MCM is proposed to be irrigated on the U/s of the Berkheda Reservoir with the help of Lift system, the project is seperately submitted as URI MICRO IRRIGATION PROJECT. The reports of Berkheda Medium Project and Uri Micro Irrigation Project should therefore be read in conjunction with each other.

3 Location Berkheda Medium Irrigation Project is located on the Uri Baag Sub Basin in Kukshi Taluka of Dhar district. The proposed reservoir at Berkheda is located at Latitude 22°21’8.699”N Longitude 74°54'44.921"E within the Uri Baag Sub Basin in Kukshi Taluka of Dhar District. The nature of the catchment is hilly and there are 17 Nos. upstream projects. Total catchment area of Berkheda Projects is 382.90 Sq.Km.

Latitude 22°21’8.699”N Longitude 74°54'44.921"E The scheme can be located in Topo Sheet No. 46J/15

4 Accessibility to Dam Site The Berkheda Medium Project is located near village Tor and is approachable from Bagh at 13.80 km via Bhameri,Merti and Tor.

5 Water Availability Total Catchment area of Berkheda Project is 382.90 Sq.Km and there are 17 proposed minor projects on the upstream of this project. The intercepted catchment area of U/S project is 184.41 Sq.Km. Net Catchment Area of the Project is 198.49 Sq.Km.

The discharge data for 34 years at protect site is generated by making use of Rainfall Runoff relation developed for Monsoon months at Kogaon G&D site and the Weighted Mean Rainfall at project site. Rainfall Runoff equation for Monsoon months at the G&D site are as follows: June Runoff = 0.205 x Rainfall -1.063 July Runoff = 0.1834 x Rainfall -0.2261 August Runoff = 0.616 x Rainfall -2.5003 September Runoff = 0.6514 x Rainfall -1.4601 October Runoff = 0.4209 x Rainfall +0.4434

The rainfall data of , & R.G.S. and the weighted mean rainfall at project site is shown in Tables 1.1 to 1.5. The yield available at the dam site from 1978-79 to 2011-12 is shown in Table 1.6. The annual runoff for the period 1978-79 to 2011-12 arranged in the descending order indicating 50%, 75% & 90% dependable yields is shown in Table 1.5. The yield values for different depend abilities are shown below.

50% dependable yield 105.50 MCM 75% dependable yield 79.21 MCM 90% dependable yield 59.45 MCM

6 Irrigation Planning A culturable land of 9900.00 Ha is available on downstream of the proposed Berkheda reservoir and a culturable area of 6450.00 Ha of land is available on the Upstream of the project. The command on the downstream of the proposed Berkheda reservoir is taken up as Berkheda Medium Project.

6 of 21 Consultancy Services for Identification, Survey, Preparation of Detailed Project Report and Detailed Estimates of Balance Medium and Minor Projects in Narmada Basin,Group-B FEBRUARY 2016 Naramada Valley Development Authority Ver : R1

The proposed CCA of 9900 Ha is irrigated by single pipe canal system on right and left side of dam. However, a single offtake on RBC is provided. In proposed RBC command area, an area of 9550.00 Ha and on LBC 350.00 Ha of land is proposed to be irrigated. GCA 13494 Ha CCA 9900 Ha Annual Irrigation Proposed 9900 Ha Rabi 9900 Ha Intensity of Irrigation 100.00%

The tank is proposed to have a gross storage capacity of 53.87 MCM at FRL of 262.40 m. The principle levels of Berkheda Medium Project are as follows: Top Bund Level 265.50 m Max Water Level 263.20 m Full Reservoir Level 262.40 m Lowest sill Level 240.00 m

The submergence area at FRL is 489.81 Ha out of which 261.52 Ha is the cultivated land, 184.431 Ha is Govt. land and 43.86 Ha is the forest area.

7 The main components of the Berkheda Dam Earth Dam An Earthen Dam of Maximum Height 36.68 m and length 610.00 m on Left Flank and Maximum Height 6.00 m and length 86.44 m is proposed. The Earth Dam is designed as a Homogenous section. The required soil is available in the reservoir area in full with specified properties of C-φ and unit weights,

Spillway

Ogee Type Central Spillway 147.00 m (Peir to Peir) in length and 13.70 m in height (measured from foundation RL of 242.00 m) having capacity to pass the flood discharges 4566.96 cumecs with flood lift 0.80 m is proposed. Non Over-flow dam of 35.00 m length on both flanks with a maximum height of 23.50 m above foundation is proposed.

Non over Flow The non-over flow section in the left flank and right flank is proposed to be of 35.00 m length on both sides. The stability analysis on Non over flow section is carried out for the Load combinations as per IS: 6512-1984. Irrigation Sluice Canal System is proposed to take-off from Sluice on Right flank of Berkheda Medium Project. Barrel type Sluice at RD 265.00 m on right flank of Berkheda Medium Project with 2 vents of (2.40 x 1.40) m opening is proposed.

Canal System

Maximum discharge required to be released into the canal is 2.97 cumecs As such including provision of 10% for future expansion, the canal is designed to carry 2.97 cumecs of discharge. The entire command area is proposed to be irrigated through pipe system. Bed level of the canal is kept at RL 240.00 m at commencement. The command is proposed to be irrigated by 5 minors through a system of pipe canals and sprinklers.Since, sufficient head is available, there is no power requirement in the pipe canal system of Berkheda Medium Project.

Rabi Crops such as Wheat, Gram & Vegetables are predominantly cultivated in the command area, Kharif crops as Soyabean & Maize are sown in small percentage of area. As per the new guidelines the irrigation is designed for Rabi crops. The proposed CCA is 9900 Ha and the intensity of irrigation is 100%

8 On completion of the Project the following benefits can be derived.

7 of 21 Consultancy Services for Identification, Survey, Preparation of Detailed Project Report and Detailed Estimates of Balance Medium and Minor Projects in Narmada Basin,Group-B FEBRUARY 2016 Naramada Valley Development Authority Ver : R1

- Annual Rabi irrigation of 9900 Ha - Rise in sub-soil water level in the project Area - Development of fisheries in the reservoir - Employment to local labour largely tribes during construction period.

9 Recommendation The scheme is proposed in tribal area with low standard of living. The percentage of submergence of Culturable land to the proposed irrigation is 2.66% which is well within the WRD norms. The scheme is recommended for implementation due to following reasons: > Berkheda Medium Irrigation Project is proposed across Uri River with catchment area of 382.90 Sq. Km to impound 53.87 MCM of water. > No better storage site is available in the River > The huge Culturable Command Area of about 9900 Ha spread over 40 villages mainly comprising small land holding famers will be benefitted. > The area has large population of tribes with very low standard of living

The government is also keen for developing the drought prone region, Hence the Berkheda Medium Project is recommended for sanction and construction at an earliest.

8 of 21 Consultancy Services for Identification, Survey, Preparation of Detailed Project Report and Detailed Estimates of Balance Medium and Minor Projects in Narmada Basin,Group-B FEBRUARY 2016 Naramada Valley Development Authority Ver : R1

S.3 PRELIMINARY CHECK STATEMENT ( BERKHEDA MEDIUM IRRIGATION PROJECT )

Name of the Scheme : Sr.No Particulars Value 1 Name of the Scheme Berkheda Medium Irrigation Project 2 Basin Narmada 2.1 Sub-Basin Uri Baag Sub Basin 2.2 District /Tehsil/Block/Village Dhar / Kukshi /Kukshi / Berkheda Assembly and Parliamentary Consitutency (Name & Shri Mukam SIngh Kirade,198, Kukshi / Shri 2.3 Number) Gajendra Singh Rajukhedi,25, Dhar 2.4 Division Dhar 2.5 Sub-Division Kukshi 3 Percentage of Irrigation in District/Tehsil/Block 4.37% 4 Toposheet Study 4.1 Toposheet No 46J/14,46J/15, 46N/02,46N/03 4.2 Latitude and Longitude 74°54'44.921"E/22°21’8.699”N Whether the Scheme is Covered in Master Plan of the 4.3 Yes Basin/Sub-basin (Reference to be given) 4.4 Catchment Area as per Toposheet 382.90 Sqkm 4.5 Category of Scheme Tank 5 Proposed Benefits Name of the Schemes already Proposed or 5.1 Enclosed Completed on the Upstream of the Drainage Basin 5.2 Net Catchment Available at the Site 198.49 Sqkm 5.3 Raingauge Station / Average Rainfall Segaon / 805.78 5.4 Probable Yield 79.21 MCM 5.5 Anticipated / Proposed Irrigation 9900 Ha 6 Type of Scheme Programme under which Scheme is Proposed to be 6.1 Original taken up Plain minor/C.D work/Tribal welfare/Revenue 6.1.1 Plain Minor section/Tribal subplan/TDPP/DPAP 6.1.2 SC / ST Beneficiaries if any SC/ST 7 Site Inspection 7.1 Inspected By WRD Team,Dhar 7.2 Date of Inspection 8 Field Data and Feasbility 8.1 Has the site been found suitable with regards to:- 8.1.1 Site Condition yes 8.1.2 Waste Weir yes 8.1.3 Sluice and Head Reach of Canal yes 8.1.4 Nala closure point of view yes

9 of 21 Consultancy Services for Identification, Survey, Preparation of Detailed Project Report and Detailed Estimates of Balance Medium and Minor Projects in Narmada Basin,Group-B FEBRUARY 2016 Naramada Valley Development Authority Ver : R1

Sr.No Particulars Value Are Construction Materials available in Adequate 8.2 Quantities and within Economical lead, yes Earth/Sand/metal/Stone 8.3 Status of Submerged Cultivated Land 261.52 Ha 8.4 Forest Submergence If Yes 43.86 Ha 8.5 What is the Probable? 8.5.1 Storage Capacity 53.870 MCM 8.6 Command for Cultivation 8.6.1 Cultivation Proposed Kharif Cultivated Area - Rabi Cultivated Area 9900 Ha 8.6.2 Availability of Irrigation Kharif Crops Rabi Crops 52.441 MCM 9 Is the Cost per Ha likely to be Resonable? yes 10 Certificate of Revenue Authorities 11 Remarks and Recommendation Feasible

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BERKHEDA MEDIUM PROJECT

S.4. MONSOON & ANNUAL RUNOFF FOR ENTIRE CATCHMENT AREA (382.90 Sq.km) UPTO BERKHEDA MEDIUM PROJECT SITE

TOTAL ANNUAL S.No. YEAR JUNE JULY AUGUST SEPTEMBER OCTOBER MONSOON RUNOFF RUNOFF 1 1977-78 21.54 22.48 36.69 23.21 1.70 105.62 105.62 2 1978-79 21.58 8.91 102.35 8.97 1.91 143.72 143.72 3 1979-80 15.05 32.65 40.97 16.47 2.90 108.02 108.02 4 1980-81 23.18 17.05 49.23 0.43 1.70 91.59 91.59 5 1981-82 31.14 24.34 49.98 35.79 7.31 148.56 148.56 6 1982-83 7.75 19.42 19.30 5.40 4.36 56.23 56.23 7 1983-84 8.70 19.28 58.80 17.38 7.16 111.32 111.32 8 1984-85 8.02 35.19 36.41 0.13 1.70 81.44 81.44 9 1985-86 0.75 21.09 40.01 37.59 6.40 105.84 105.84 10 1986-87 10.13 21.19 27.17 8.21 1.70 68.40 68.40 11 1987-88 13.49 8.39 53.39 27.74 2.49 105.50 105.50 12 1988-89 7.48 22.96 46.67 36.29 1.70 115.10 115.10 13 1989-90 0.60 14.78 62.09 14.78 2.21 94.45 94.45 14 1990-91 6.52 16.65 76.23 43.18 3.03 145.61 145.61 15 1991-92 4.69 19.37 24.49 16.28 1.70 66.53 66.53 16 1992-93 4.88 10.84 22.38 3.04 20.63 61.76 61.76 17 1993-94 18.28 22.33 13.26 27.95 3.52 85.32 85.32 18 1994-95 23.87 14.22 89.34 2.47 1.70 131.60 131.60 19 1995-96 5.36 19.93 21.68 3.31 7.37 57.65 57.65 20 1996-97 6.51 34.42 49.47 30.95 2.68 124.04 124.04 21 1997-98 9.03 23.54 47.58 8.76 1.70 90.62 90.62 22 1998-99 9.56 8.45 15.04 68.13 6.76 107.93 107.93 23 1999-00 6.60 9.84 30.64 38.97 10.89 96.93 96.93 24 2000-01 6.00 11.37 16.26 3.62 3.08 40.33 40.33 25 2001-02 13.79 8.92 11.28 12.59 14.07 60.65 60.65 26 2002-03 17.88 12.80 49.36 5.53 1.70 87.28 87.28 27 2003-04 13.08 21.29 56.70 48.38 1.70 141.16 141.16 28 2004-05 1.35 32.10 14.36 29.50 1.89 79.21 79.21 29 2005-06 0.00 19.39 4.78 37.67 1.70 63.54 63.54 30 2006-07 4.23 23.90 115.60 52.17 7.67 203.56 203.56 31 2007-08 4.02 29.32 66.66 53.99 1.70 155.69 155.69 32 2008-09 2.30 8.84 23.39 41.81 5.23 81.56 81.56 33 2009-10 0.00 21.66 21.43 63.78 14.96 121.83 121.83 34 2010-11 4.52 13.69 67.13 29.42 1.70 116.46 116.46 35 2011-12 0.05 19.52 59.40 94.65 1.70 175.32 175.32

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BERKHEDA MEDIUM PROJECT

S.5. Computations of 75 % Dependable Yield at the proposed Berkheda Medium Project site

Annual Annual % Dependability = S.No. Year Runoff Runoff in Frequency Rank M*100/n+1 (Mcum) desc.order 1 1977-78 105.62 203.56 1 1 2.78 2 1978-79 143.72 175.32 1 2 5.56 3 1979-80 108.02 155.69 1 3 8.33 4 1980-81 91.59 148.56 1 4 11.11 5 1981-82 148.56 145.61 1 5 13.89 6 1982-83 56.23 143.72 1 6 16.67 7 1983-84 111.32 141.16 1 7 19.44 8 1984-85 81.44 131.60 1 8 22.22 9 1985-86 105.84 124.04 1 9 25.00 10 1986-87 68.40 121.83 1 10 27.78 11 1987-88 105.50 116.46 1 11 30.56 12 1988-89 115.10 115.10 1 12 33.33 13 1989-90 94.45 111.32 1 13 36.11 14 1990-91 145.61 108.02 1 14 38.89 15 1991-92 66.53 107.93 1 15 41.67 16 1992-93 61.76 105.84 1 16 44.44 17 1993-94 85.32 105.62 1 17 47.22 18 1994-95 131.60 105.50 1 18 50.00 19 1995-96 57.65 96.93 1 19 52.78 20 1996-97 124.04 94.45 1 20 55.56 21 1997-98 90.62 91.59 1 21 58.33 22 1998-99 107.93 90.62 1 22 61.11 23 1999-00 96.93 87.28 1 23 63.89 24 2000-01 40.33 85.32 1 24 66.67 25 2001-02 60.65 81.56 1 25 69.44 26 2002-03 87.28 81.44 1 26 72.22 27 2003-04 141.16 79.21 1 27 75.00 28 2004-05 79.21 68.40 1 28 77.78 29 2005-06 63.54 66.53 1 29 80.56 30 2006-07 203.56 63.54 1 30 83.33 31 2007-08 155.69 61.76 1 31 86.11 32 2008-09 81.56 60.65 1 32 88.89 33 2009-10 121.83 57.65 1 33 91.67 34 2010-11 116.46 56.23 1 34 94.44 35 2011-12 175.32 40.33 1 35 97.22

75 % dependable yield = 79.21 Mcum Yield rate = 0.2069 mcum/sq.km

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S.6. AREA CAPACITY

Sum Area of Capacity in Contour Contour Cumalative Contour RL Contour the Individual Root Area Cum Cumaltai S.No. Interval Area Capacity in (m) Area in sqm Contour(A1+A Sqrt(A1*A2) (2.5/3)*(col ve MCM (m) (SqKm) cum 2) 5+col 6) 1 229.50 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 230.00 0.5 295.08 0.00 295.08 0.00 49.18 49.18 0.00 3 231.00 1 9795.79 0.01 10090.87 1700.17 3930.35 3979.53 0.00 4 232.00 1 28547.85 0.03 38343.63 16722.70 18355.44 22334.97 0.02 5 233.00 1 61527.01 0.06 90074.86 41910.19 43995.01 66329.99 0.07 6 234.00 1 86462.83 0.09 147989.84 72936.96 73642.27 139972.25 0.14 7 235.00 1 114198.20 0.11 200661.03 99367.50 100009.51 239981.76 0.24 8 236.00 1 152094.97 0.15 266293.17 131791.40 132694.86 372676.61 0.37 9 237.00 1 178146.00 0.18 330240.97 164605.92 164948.96 537625.58 0.54 10 238.00 1 264353.56 0.26 442499.56 217010.44 219836.67 757462.25 0.76 11 239.00 1 331735.28 0.33 596088.84 296134.10 297407.65 1054869.89 1.05 12 240.00 1 417246.13 0.42 748981.41 372042.02 373674.48 1428544.37 1.43 13 241.00 1 620628.38 0.62 1037874.51 508876.01 515583.51 1944127.87 1.94 14 242.00 1 841248.13 0.84 1461876.51 722566.58 728147.70 2672275.57 2.67 15 243.00 1 974114.19 0.97 1815362.32 905246.78 906869.70 3579145.27 3.58 16 244.00 1 1115790.50 1.12 2089904.69 1042548.49 1044151.06 4623296.33 4.62 17 245.00 1 1222474.80 1.22 2338265.30 1167915.14 1168726.81 5792023.14 5.79 18 246.00 1 1319572.00 1.32 2542046.80 1270095.87 1270714.22 7062737.37 7.06 19 247.00 1 1483152.30 1.48 2802724.30 1398973.28 1400565.86 8463303.23 8.46 20 248.00 1 1641702.80 1.64 3124855.10 1560415.10 1561756.73 10025059.96 10.03 21 249.00 1 1882071.90 1.88 3523774.70 1757783.46 1760519.39 11785579.35 11.79 22 250.00 1 2047107.60 2.05 3929179.50 1962856.00 1964011.83 13749591.18 13.75 23 251.00 1 2207598.30 2.21 4254705.90 2125838.95 2126848.28 15876439.47 15.88 24 252.00 1 2376171.00 2.38 4583769.30 2290334.27 2291367.86 18167807.32 18.17 25 253.00 1 2529324.30 2.53 4905495.30 2451551.97 2452349.09 20620156.41 20.62 26 254.00 1 2702140.80 2.70 5231465.10 2614304.95 2615256.68 23235413.10 23.24 27 255.00 1 2878173.30 2.88 5580314.10 2788768.46 2789694.19 26025107.28 26.03 28 256.00 1 3098406.00 3.10 5976579.30 2986260.11 2987613.14 29012720.42 29.01 29 257.00 1 3308840.50 3.31 6407246.50 3201894.95 3203047.15 32215767.57 32.22 30 258.00 1 3526278.80 3.53 6835119.30 3415829.93 3416983.08 35632750.64 35.63 31 259.00 1 3795746.50 3.80 7322025.30 3658532.55 3660185.95 39292936.59 39.29 32 260.00 1 4061834.80 4.06 7857581.30 3926537.31 3928039.54 43220976.13 43.22 33 261.00 1 4377545.00 4.38 8439379.80 4216736.25 4218705.35 47439681.48 47.44 34 262.00 1 4645056.00 4.65 9022601.00 4509317.21 4510639.40 51950320.88 51.95 35 263.00 1 4946288.50 4.95 9591344.50 4793306.49 4794883.66 56745204.54 56.75 36 264.00 1 5296192.50 5.30 10242481.00 5118251.27 5120244.09 61865448.63 61.87 37 265.00 1 5576602.00 5.58 10872794.50 5434589.01 5435794.50 67301243.14 67.30 38 266.00 1 5910301.00 5.91 11486903.00 5741027.47 5742643.49 73043886.63 73.04

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Area Capacity Curve Volume (MCM)

50.00 45.00 40.00 35.00 30.00 25.00 20.00 15.00 10.00 5.00 0.00 265.00

260.00

255.00

250.00

245.00 Elevation (m) Elevation 240.00

235.00

230.00 Series1 Series2

225.00 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50

Area (Sq.Km)

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S.7. DEPENDABLE YIELD

1 Catchment Area = 382.90 sqkm 2 Intercepted Catchment Area = 184.41 sqkm 3 Net Catchment Area = 198.49 sqkm 4 75% Dependable Rainfall = 751.22 mm 5 75% Yield per Sq.Km by Rainfall Runoff Eq. = 0.207 MCM/sqkm 7 Total 75% Dependable yield by Rainfall Runoff Eq. = 79.210 MCM

8 Upstream use = 27.140 MCM 13 Net Yield = 52.070 MCM

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S.8. FIXATION OF PRINCIPAL LEVELS

1 Total Catchment Area = 382.90 sqkm 2 Net Catchment Area = 198.49 sqkm 3 75% Dependable Runoff Yield per sqKm = 0.207 MCM

4 Net Runoff Yield Available for the proposed scheme = 52.07 MCM

5 Capacity at LSL = 1.43 MCM 6 The RL at LSL is = 240.00 m 7 MDDL: Minimum water level in the reservoir which can deliver the designed discharge through the = LSL + Barrel Size + Driving Head sluice barrel into canal. 8 MDDL = 241.50 m 9 Capacity at MDDL = 2.31 MCM 10 Drinking & Industrial Water use = 0.62 MCM 13 Live storage = 52.44 MCM

Live Storage + LSL Storage + D & 14 The Gross storage = I Water Use

= 53.870 MCM 15 FRL = 262.40 m 16 Providing flood lift = 0.80 m 17 MWL = FRL + Flood lift = 263.20 m

18 Freeboard = 2.30 m

19 TBL = 265.50 m 20 Hence Principal Levels are :- LSL = 240.00 m MDDL = 241.50 m FRL = 262.40 m MWL = 263.20 m TBL = 265.50 m

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S.9. STATEMENT SHOWING THE MONTH WISE WATER REQUIRMENT AND PROPOSED CROPPING PATTERN

Area MONTH WISE WATER REQUIRMENT Total *Delta S Name of propsed requir- adopted No. Crop for July Aug. Sep. Oct. Nov. Dec. Jan. Feb. March April May June ment in mm Irrigation in

BERKHEDA MEDIUM PROJECT

RABI 1 Wheat (Hy.) 1980 420mm 120mm 120mm 120mm 60mm 237600 237600 237600 118800 831600.00

2 Wheat (Ord.) 4950 350mm 100mm 110mm 140mm 495000 544500 693000 1732500.00

3 Gram 2970 150mm 50mm 50mm 50mm 148500 148500 148500 445500.00 Total 9900.00 920.00 237600 386100 881100 811800 693000 3009600.00 Total water requirement in Ha m 237.60 386.10 881.10 811.80 693.00 3009.60 Water Requirement in Mcum 2.38 3.86 8.81 8.12 6.93 30.10 Say 30.10

URI MICRO IRRIGATION PROJECT

RABI 1 Wheat (Hy.) 1290 420mm 120mm 120mm 120mm 60mm 154800 154800 154800 77400 541800.00

2 Wheat (Ord.) 3225 350mm 100mm 110mm 140mm 322500 354750 451500 1128750.00

3 Gram 1935 150mm 50mm 50mm 50mm 96750 96750 96750 290250.00 Total 6450.00 920.00 154800 251550 574050 528900 451500 Total water requirement in Ha m 154.80 251.55 574.05 528.90 451.50 1960.80 Water Requirement in Mcum 1.55 2.52 5.74 5.29 4.52 19.61 Say 19.70

GRAND TOTAL 16350 Ha. - 392400 637650 1455150 1340700 1144500 4970400.00 Total water requirement in Ha m 392.40 637.65 1455.15 1340.70 1144.50 4970.40 Water Requirement in Mcum 3.92 6.38 14.55 13.41 11.45 49.70 Say 49.80

1. Rabi requirement Nov. to March = 49.80 Mcum 20.5982 Total 49.80 Mcum

* The irrigation is proposed through pipe canals and sprinklers for entire command area

17 of 21 1999-2000 Consultancy Naramada and 2006-07 2001-02 1996-97 1981-82 2000-01 1991-92 1986-87 2011-12 2005-06 1995-96 1994-95 1990-91 1985-86 1980-81 2010-11 2004-05 1984-85 1979-80 2009-10 2003-04 1998-99 1993-94 1989-90 1988-89 1983-84 1978-79 2008-09 2007-08 2002-03 1997-98 1992-93 1987-88 1982-83 1977-78

SUMMARY OF :- STUDY SUMMARY Year Detailed No of Failure Years More thanNo of 10% FailureYears More No of FailureYears than less 10% Reservoir Initial 0.32 0.32 0.43 0.32 0.31 0.32 0.32 0.32 0.56 0.32 0.33 0.31 0.66 0.70 0.31 0.32 0.49 0.31 0.32 0.50 0.32 0.32 0.31 0.56 0.41 0.32 0.32 0.41 0.31 0.47 0.32 0.32 0.32 0.31 0.37 Storage Valley Services (MCM Estimates No. of Yearsof study Development 239.75 239.75 240.21 239.74 239.73 239.75 239.74 239.75 240.63 239.74 239.78 239.72 240.90 241.00 239.73 239.75 240.42 239.73 239.75 240.48 239.75 239.75 239.73 240.63 240.14 239.75 239.75 240.16 239.73 240.36 239.77 239.75 239.75 239.73 240.00 Elevation

(M) for of Identification, Balance 0.21 0.21 0.26 0.20 0.20 0.21 0.20 0.21 0.34 0.20 0.21 0.20 0.41 0.43 0.20 0.21 0.29 0.20 0.21 0.31 0.21 0.21 0.20 0.34 0.25 0.21 0.21 0.25 0.20 0.28 0.21 0.21 0.21 0.20 0.23 Area (Mm2) Authority INFLOW (MCM) 203.56 124.04 148.56 175.32 131.60 145.61 105.84 116.46 108.02 121.83 141.16 107.93 115.10 111.32 143.72 155.69 105.50 105.62 60.65 40.33 66.53 68.40 63.54 57.65 91.59 79.21 96.93 81.44 85.32 94.45 81.56 87.28 90.62 61.76 56.23 Inflow Medium : : : (MCM)

Inflow Survey, 27.14 27.14 27.14 27.14 27.14 27.14 27.14 27.14 27.14 27.14 27.14 27.14 27.14 27.14 27.14 27.14 27.14 27.14 27.14 27.14 27.14 27.14 27.14 27.14 27.14 27.14 27.14 27.14 27.14 27.14 27.14 27.14 27.14 27.14 27.14 35 27 intercepted 8 by U/S and projects Preparation Minor 197.31 117.79 142.31 170.72 126.02 139.36 100.05 110.70 101.78 116.79 135.40 101.69 109.34 105.07 137.75 149.93 54.40 34.08 60.77 62.64 58.99 51.40 88.06 73.26 90.68 78.21 79.08 88.81 75.31 81.52 84.86 55.51 99.25 49.98 99.86 Net Inflow (MCM Projects Total % Success Rate : Success % 0.69 0.47 0.39 0.52 0.39 0.39 0.47 0.39 0.64 0.42 0.39 0.79 0.47 0.42 0.39 0.43 0.91 0.40 0.52 0.48 0.95 0.47 0.39 0.71 0.79 0.47 0.39 0.73 0.39 0.39 0.47 0.62 0.38 0.39 0.63

% FailureRate : % Water in Reservoir of Detailed

(MCM) in Narmada 0.69 0.47 0.39 0.52 0.39 0.39 0.47 0.39 0.64 0.42 0.39 0.79 0.47 0.42 0.39 0.43 0.91 0.40 0.52 0.48 0.95 0.47 0.39 0.71 0.79 0.47 0.39 0.73 0.39 0.39 0.47 0.62 0.38 0.39 0.63 Gross Storage OF WORKINGS.10. ABSTRACT FOR TABLE YEARS) 2011-12 (1977-78 TO (MCM) Project 77.14% 22.86% 49.70 49.70 49.70 49.70 49.70 49.70 49.70 49.70 49.70 49.70 49.70 49.70 49.70 49.70 49.70 49.70 49.70 49.70 49.70 49.70 49.70 49.70 49.70 49.70 49.70 49.70 49.70 49.70 49.70 49.70 49.70 49.70 49.70 49.70 49.70 Irr. Req (MCM) Basin,Group-B Report DEMAND 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 For Driniking Water (MCM) 50.32 50.32 50.32 50.32 50.32 50.32 50.32 50.32 50.32 50.32 50.32 50.32 50.32 50.32 50.32 50.32 50.32 50.32 50.32 50.32 50.32 50.32 50.32 50.32 50.32 50.32 50.32 50.32 50.32 50.32 50.32 50.32 50.32 50.32 50.32 Total demand (MCM) 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Environmental (MCM) 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62

Driniking Water RELEASE (MCM) 48.76 49.26 29.85 45.06 44.76 44.76 49.26 44.76 45.86 43.86 44.76 44.26 49.26 43.86 45.56 48.76 43.26 44.75 45.86 44.66 44.76 49.26 44.76 48.76 44.26 49.26 44.76 47.26 44.76 44.76 49.26 44.76 44.75 44.76 44.46

Irrigation (MCM) 50.34 50.80 31.32 46.64 46.22 46.22 50.80 46.22 47.44 45.35 46.09 45.80 50.80 45.35 47.03 50.27 44.84 46.22 47.44 46.22 46.34 50.80 46.22 50.34 45.84 50.80 46.22 48.84 46.22 46.22 50.80 46.34 46.20 46.22 46.04

Total Release (MCM) 0.56 0.37 0.37 0.39 0.37 0.37 0.37 0.37 0.51 0.37 0.37 0.66 0.37 0.37 0.37 0.37 0.78 0.37 0.39 0.37 0.82 0.37 0.37 0.58 0.66 0.37 0.37 0.60 0.37 0.37 0.37 0.49 0.37 0.37 0.49 Storage

(MCM) RELEASE AFTER (9)-(13)-(14) 240.63 240.00 240.00 240.06 240.00 240.00 240.00 240.00 240.49 240.00 240.00 240.90 240.00 240.00 240.00 240.00 241.20 240.00 240.08 240.00 241.29 240.00 240.00 240.70 240.90 240.00 240.00 240.75 240.00 240.00 240.00 240.42 240.00 240.00 240.45

Elevation (M) 0.34 0.23 0.23 0.24 0.23 0.23 0.23 0.23 0.31 0.23 0.23 0.41 0.23 0.23 0.23 0.23 0.47 0.23 0.24 0.23 0.49 0.23 0.23 0.36 0.41 0.23 0.23 0.37 0.23 0.23 0.23 0.29 0.23 0.23 0.30 Area (sqkm) 3.91 4.00 2.75 4.04 3.74 3.95 4.60 3.35 3.85 4.20 3.84 3.90 4.16 3.82 3.82 4.15 3.71 4.25 3.61 4.39 3.77 4.02 3.89 4.03 4.08 4.09 3.64 4.05 3.93 3.59 4.00 3.77 4.23 3.93 3.60 Evapor ation (MCM) 0.47 0.32 0.32 0.32 0.32 0.31 0.32 0.43 0.32 0.56 0.31 0.32 0.32 0.32 0.66 0.32 0.33 0.31 0.70 0.31 0.32 0.49 0.56 0.31 0.32 0.50 0.32 0.32 0.31 0.41 0.32 0.32 0.41 0.31 0.32 Storage (MCM) Reservoir Final 239.75 239.77 239.75 239.75 239.73 239.75 240.21 239.74 240.63 239.73 239.74 239.75 239.74 240.90 239.75 239.78 239.72 241.00 239.73 239.75 240.42 240.63 239.73 239.75 240.48 239.75 239.75 239.73 240.14 239.75 239.75 240.16 239.73 240.36 239.75 Elevation (M) 0.21 0.21 0.21 0.20 0.21 0.26 0.20 0.34 0.20 0.20 0.21 0.20 0.41 0.21 0.21 0.20 0.43 0.20 0.21 0.29 0.34 0.20 0.21 0.31 0.21 0.21 0.20 0.25 0.21 0.21 0.25 0.21 0.20 0.28 0.21 Area (Mm2) 101.13 144.49 122.25 13.74 89.54 10.27 39.42 24.14 37.62 77.04 89.74 47.54 29.41 61.98 28.68 40.43 52.00 63.87 86.44 47.94 60.59 52.16 88.70 23.41 32.65 35.98 50.04 50.79 68.53 11.57 0.00 0.00 1.76 0.00 0.00 Spill (MCM) 19.85 0.45 4.95 3.85 5.85 5.45 0.45 5.85 4.15 0.95 6.45 4.96 3.85 5.05 4.95 0.45 4.95 0.95 5.45 0.45 4.95 2.45 4.95 4.95 0.45 4.95 4.96 4.95 5.25 4.65 4.95 4.95 0.45 0.95 4.95 Shortage (MCM 0.40 0.10 0.08 0.12 0.11 0.01 0.12 0.08 0.02 0.13 0.10 0.08 0.10 0.10 0.01 0.10 0.02 0.11 0.01 0.10 0.05 0.10 0.10 0.01 0.10 0.10 0.10 0.11 0.01 0.09 0.10 0.10 0.01 0.02 0.10 % Shortage Ver FEBRUARY : R1 Success Year Success Year Success Success Year Success Year Success Year Success Success Year Success Year Success Year Success Success Year Success Year Success Year Success Year Success Year Success Success Year Success Year Success Year Success Year Success Year Success Year Success Year Success Success Year Success Success Year Success Year Success Year Success Success Year Success Success Year Success Success Year Success Failure Year Failure Failure Year Failure Failure Year Failure Year Failure Year Failure Failure Year Failure Failure Year Failure Failure Year Failure 18 Remarks of 2016 21 Consultancy Services for Identification, Survey, Preparation of Detailed Project Report and Detailed Estimates of Balance Medium and Minor Projects in Narmada Basin,Group-B FEBRUARY 2016 Naramada Valley Development Authority Ver : R1

S.11. DESIGN OF SLUICE BARREL (RBC)

Calculation for size of vent Discharge of canal Q= 6.021 Cumecs Assume mimum driving head = 0.45 m Velocity V= √2gh g = 9.81 m2/s where h = 0.45 m Hence V= 2.97 m/s Area required = Q / V A = 2.03 Sq.m Provide Barrel Size = 2.40 1.50 3.6 No. of Vents 2 Area of vent = 3.60 Sq.m Hence Area of vent = 7.20 Sq.m 7.20 > 2.03 OK

Calculation for height of Barrel Width of vent = 1.5 m Head of water above LSL= MWL - LSL 263.20- 240 = 23.2 m Velocity V= Cdx√2gh Coefficient of discharge Cd= 0.7 h= 23.2 m Hence V= 14.93 m/s Discharge per meter run= Q/L= 2.007 m3/s

Pre jump Height D1 = D1= q/V

Hence D1= 0.13 m Froud Number Fr = V/√gD

Fr1= 13.22 2 post jump D2= D1[√(1+8(Fr) ) - 1] 2 √(1+8(Fr)2) = 37.4051761

D1/2 0.065

D2= 2.366 m Since, Height of Barrel is greater than D2 hence the assumed section is safe Hence Provide height of Barrel 2.40 m Width 1.50 m No. of Barrel 2

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Scheme Name June July August September October November December January February March April May Sum Indla Tank 0.000 0.000 0.000 0.813 0.232 2.102 1.870 1.161 1.161 0.000 0.000 0.000 7.340 Dobani Tank 0.959 0.000 0.158 0.528 1.185 1.154 1.130 0.989 0.550 0.018 0.000 0.000 6.671 Jali Tank 01 0.146 0.000 0.027 0.109 0.266 0.336 0.331 0.332 0.207 0.007 0.000 0.000 1.761 Jali Tank 02 0.101 0.000 0.019 0.075 0.185 0.234 0.230 0.231 0.144 0.005 0.000 0.000 1.223 Jamli No. 02 Tank 0.000 0.000 0.000 0.041 0.012 0.107 0.095 0.059 0.059 0.000 0.000 0.000 0.372 Bhootiya_Tank (FR) 0.000 0.000 0.000 0.036 0.010 0.094 0.083 0.052 0.052 0.000 0.000 0.000 0.327 Kurauda Tank 0.000 0.000 0.000 0.047 0.013 0.120 0.107 0.066 0.066 0.000 0.000 0.000 0.420 Amghata Tank 0.000 0.000 0.000 0.032 0.009 0.081 0.072 0.045 0.045 0.000 0.000 0.000 0.284 Muhaja Tank 0.000 0.000 0.000 0.040 0.011 0.103 0.092 0.057 0.057 0.000 0.000 0.000 0.360 Waripura Tank 0.000 0.000 0.000 0.061 0.017 0.157 0.140 0.087 0.087 0.000 0.000 0.000 0.549 Kalidevi Tank 0.000 0.000 0.000 0.059 0.017 0.152 0.135 0.084 0.084 0.000 0.000 0.000 0.530 Indiragandhi Tank 0.000 0.000 0.000 0.310 0.089 0.802 0.713 0.443 0.443 0.000 0.000 0.000 2.800 Kherlihanuman Tank 0.000 0.000 0.000 0.028 0.008 0.072 0.064 0.040 0.040 0.000 0.000 0.000 0.250 Bilda Tank 0.000 0.000 0.000 0.042 0.012 0.109 0.097 0.060 0.060 0.000 0.000 0.000 0.380 Dhardi Tank 0.000 0.000 0.000 0.016 0.004 0.041 0.036 0.022 0.022 0.000 0.000 0.000 0.142 Shadi_Nistar_Tank 0.000 0.000 0.000 0.004 0.001 0.011 0.010 0.006 0.006 0.000 0.000 0.000 0.039 Remaining Schemes 0.000 0.000 0.000 0.408 0.117 1.056 0.939 0.583 0.583 0.000 0.000 0.000 3.687 Total 1.206 0.000 0.204 2.648 2.188 6.730 6.143 4.317 3.668 0.029 0.000 0.000 27.136

20 of 21 Consultancy Services for Identification, Survey, Preparation of Detailed Project Report and Detailed Estimates of Balance Medium and Minor Projects in Narmada Basin,Group-B FEBRUARY 2016 Naramada Valley Development Authority Ver : R1

BERKHEDA MEDIUM PROJECT DISTRICT : DHAR TEHSIL : KUKSHI S.13. GENERAL ABSTRACT Amount in Lakhs UNIT-I UNIT-II S. No Particulars TOTAL (Dam) (Canal) I. Direct charge of works Sub Heads 1 A- Preliminary 10.85 27.29 38.14 2 B- Land 5123.85 417.09 5540.94 3 C- Masonry 7566.22 - 7566.22 4 D- Regulators & Mesauring device - - - 5 E - Fall ( For canal only ) - - - 6 F - Cross Drainage works ( For Canal Only ) - - - 7 G - Bridge ( For Canal Only ) - - - 8 H - Escape ( For Canal Only ) - - - 9 I - Navigation Works - - 10 J - Power Plant Civil works - - 11 K- Building 47.20 - 47.20 12 L- Earth Work - 6620.20 6620.20 13 M- Plantation 1.72 - 1.72 14 N - Tank and Reservior - - 15 O- Miscellaneous 14.28 - 14.28 16 P- Maintenance 60.53 170.15 230.68 17 Q- Special T & P - - 18 R- Communication 87.50 - 87.50 19 S- Power Plant & Electrical System - - 20 T- Water Supply Works - - 21 U- Distributaries, Minors & Sub-minors - 10395.00 10395.00 22 V- Field Irrigation Systems - - 23 W - Drainage - - 24 X - Environment & Ecologys 664.90 - 664.90 Y - Loss of stocks and unforseen (0.25% of 25 - - works less A+B+M+O+X) 26 Z - Provision for power generation - - TOTAL of - I Works Rs 13577.05 Lakh Rs 17629.73 Lakh Rs 31206.77 Lakh Establishment Charges (3% of cost of Unit - I II. 253.60 528.89 782.49 works less B-Land Cost) III. Suspense - - - IV. Receipt and recoveriers on capital account - - - a) Recoveries on account of K-Building 15% 1.8 - - salvage Value of Building cost b) Recoveries toworad resale transfer of sepcial T & P 75% of provision in Unit -I works - - - on b) Receipts on inspection of vehicles @ 20% of Q-spl . T & P Total Direct Charges Rs 13828.84 Lakh Rs 18158.62 Lakh Rs 31987.46 Lakh Total Direct and Indirect Charges Rs 13828.84 Lakh Rs 18158.62 Lakh Rs 31987.46 Lakh 60% Cost of UNIT-I Rs 8297.30 Lakh Rs 18158.62 Lakh Rs 26455.92 Lakh

GRAND TOTAL Rs 26455.92 Lakh Total CCA (in Ha) 9900.00 Cost Per Ha 2.67

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