Annexure-Pre-Feasibility Report PFR File

अंतर-राय लंक केवल आधकारक उपयोग Intra - state Link Official use only

राय जल वकास अभकरण

(जल संसाधन , नद वकास और गंगा संरण मंालय , भारत सरकार ) NATIONAL WATER DEVELOPMENT AGENCY (Ministry of Water Resources, River Development & Ganga Rejuvenation, Government of India)

वैनगंगा (गोसीखुद)- नलगंगा (पूण ताप) लंक परयोजना का पूव यवहायता रपोट Pre-feasibility Report of Wainganga (Gosikhurd) – Nalganga (Purna Tapi) Link Project

अवेषण भाग/Investigation Division रा.ज.व.अ., नागपुर/NWDA, Nagpur जून , 2015/June , 2015

EXECUTIVE SUMMARY

Govt. of Maharashtra submitted certain intra-state proposals for transferring waters from Wainganga to Purna Tapi across Wardha to National Water Development Agency (NWDA) for carrying out further studies. NWDA examined State’s proposals and came up with a comprehensive proposal titled Wainganga (Gosikhurd) – Nalganga (Purna Tapi) link project in order to serve most of their objectives effectively and economically. As per the PFR prepared by NWDA in 2009, the W-N link project envisaged diversion of 2721 Mm 3 of water from the existing Gosikhurd project across river Wainganga to the Western Vidarbha. Out of this, a quantum of 2207 Mm 3 was earmarked for irrigation and 253 Mm 3 was planned to be utilized for municipal & industrial purposes in the command areas while the remaining 261 Mm 3 was to be lost in transmission.

The link canal was proposed to take off from the right flank of the existing Gosikhurd dam with FSL 243 m and traverse for a length of 478.2 km upto Nalganga project in Purna Tapi sub-basin through Bhandara, Nagpur, Wardha, Amravati, Akola and Buldhana districts of Maharashtra. It was contemplated to bring 413750 ha of CCA under irrigation supported by 10 branch canals. Besides, it was also proposed to cater to the future municipal and industrial water requirements in the command area and the city of Nagpur. About 22 lakh (14 lakh as per Census:2001) human population and the industrial water requirements by 2050 AD were proposed to be served. A total lift of 80m in three stages would be involved requiring about 224 MW (751 MU) of power to cater to the needs of command areas.

In bilateral meetings between NWDA and the State held in July 2010 & November, 2011 to discuss the PFR of the W-N link project, it was decided to divert about 1912 Mm 3 of water through the link project. Subsequently, in December, 2013, in view of post Gosikhurd development in the upper reaches of the catchment, the State of Maharashtra has prepared a Water availability study at Gosikhurd as per their regionally accepted norms considering the data upto 2009. This study has indicated a water balance of just 385 Mm 3 at Gosikhurd. The yield that had been assessed by the State in the DPR of the Gosikhurd Project in 1982 (14863 Mm 3) and that arrived at by NWDA in its PFR of Wainganga (Gosikhurd) – Nalganga link project (14768 Mm 3) were identical against the yield of 12895 Mm 3 as per this latest study. Therefore, in view of huge disparity in the yield, the State Govt. has reviewed the situation in February, 2015 and communicated to NWDA in April, 2015 to prepare DPR for the link considering 1912 Mm 3 of diversion. The water availability study at Gosikhurd shall be carried out afresh by CE, Hydrology Project, Nasik. Accordingly, the present PFR is prepared by NWDA for the link proposal with a quantum of diversion of 1912 Mm 3 to run from Gosikhurd upto Nalganga Project (469.10 km) with the objective of getting the TOR approved by concerned EIAA to take up CEIA studies.

Thus, the Wainganga (Gosikhurd) – Nalganga (Purna Tapi) link project envisages diversion of 1912 Mm 3 of water from Gosikhurd for utilisation of 1767 Mm 3 for irrigation, 31 Mm 3 for municipal use while the remaining 114 Mm 3 towards conveyance losses.

The link canal takes off from the right flank of the ongoing Gosikhurd dam with the FSL of 243 m and traverses for the full length of 469.10 km through Bhandara, Nagpur, Wardha, Amravati, Akola and Buldhana districts of Maharashtra. It is proposed to bring 338500 ha of CCA under irrigation through ten branch canals. In addition, about 17.69 lakh (13.34 lakh as per Census: 2011) human population by 2050 AD will be served with domestic water supply utilizing 31 Mm 3 .

Since the topography doesn’t permit the gravity flow irrigation throughout canal system, lifting arrangements are provided on link canal at RDs 3.3 km, 20.97 km, 40 km & 284.4 km. The total pump capacity required for a total lift of 80 m is about 288 MW with an annual power requirement of 556 MU.

The link canal is designed as a lined canal of trapezoidal section with bottom rounded corners. The maximum carrying capacity of the canal is 212.2 cumec with corresponding cross section of 32.5 m of bed width and 5 m full supply depth.

The cost of the project is estimated to be Rs.1493884 lakh, which includes the cost of head works at Rs.5600 lakh, the cost of conveyance system at Rs.1310363 lakh, the cost of lifting arrangements at Rs.164381 lakh and cost of on farm development at Rs.13540 lakh. The annual cost after duly considering the land development and the annual power requirement for lifting works out to Rs.187800 lakh. The direct benefits from the link project due to irrigation & municipal water supply are estimated to be Rs.288748 lakh. The benefit-cost ratio (BCR) of the project works out to 1.54 where as the internal rate of return (IRR) works out to 14.02 %.

Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Salient features

Diversion of 1912 Mm 3 out of the waters available in Wainganga at the Gosikhurd dam to meet the requirements of the Nagpur, Chandrapur, Wardha, 1 Purpose Amaravati, Yeotmal, Akola, Buldhana, & Jalgaon districts in Wainganga & Wardha sub-basins of Godavari basin and Tapi basin. Unit: 2 Water Use Pattern Mm 3 Command under Municipal Transmission Irrigation Total branch canal wat.sup losses i) Umrer 117 2 8 127 ii) Bor 212 4 14 229 iii Rohna 191 3 12 207 iv) Talegaon 191 3 12 207 v) Bembla 114 2 7 123 vi) Amravati 197 3 13 213 vii) Murtizapur 107 2 7 116 viii) Paras 219 4 14 237 ix) Khamgaon 219 4 14 237 x) Jamner 199 4 13 215 Total 1767 31 114 1912

Headworks 3 Item of description Gosikhurd dam

A Physical features River Wainganga At Gosikhurd village, 40km d/s of Location Bhandara city Catchment area (km 2) 34862

B Controlling level/ capacity MWL (m) 245.7 FRL (m) 245.5 MDDL (m) 241.3 Gross storage (Mm 3) 1146.0 MDDL storage (Mm 3) 477.0

C Extent of canal Length (km) 469.10 Total structures (Nos) 370 Aqueducts 15 Superpassages 20 Undertunnels 116 Head regulator 1

Cross regulators 10 Escape regulators 4 DLRBs 10 SLRBs 183 Railways 7 Lifts 4

4 Design features A Conveyance system Reach (km) /Section Normal cut reaches Deep cut reaches At head Discharge (Cumec) 212.2 212.2 Bedwidth (m) 32.5 31 FSD (m) 5 5.5 Bed slope 0.00005 0.00005 Side slope 1.5 : 1 0.5 : 1 Manning's 'n' 0.018 0.018 Velocity (m/sec) 0.99 1.06

At tail end Discharge 23.9 23.9 Bedwidth (m) 6 6 FSD (m) 3.1 3.6 Bed slope 0.00005 0.00005 Side slope 1.5 : 1 0.5 : 1 Manning's 'n' 0.018 0.018 Velocity (m/sec) 0.63 0.68

B Lifting arrangements Lifting arrangements Feature Stage-I Stage-II Stage-III Stage-IV Total RD (Km) 3.30 20.97 40.00 284.40 i) Static lift (m) 18 22 20 20 80 Operational head ii) 25.56 29.57 27.09 27.28 (m) With Capacity required iii) one 74.4 85.6 78.4 49.5 287.9 (MW) standby iv) No of units 8 8 8 5 29 v) Unit size (MW) 9.3 10.7 9.8 9.9 Suction pipe dia vi) 3.75 3.75 3.75 3.75 (m) Delivery pipe dia vii) 2.75 2.75 2.75 2.75 (m) Delivery mains viii 3.00 3.00 3.00 3.00 (m)

5 Benefits Annual A Irrigation under CCA Water use District irrigation Sub-basin branch canal served ha ha Mm 3 i) Umred 25000 25000 117 Nagpur Wainganga ii) Bor 41000 41000 212 Chandrapur Wardha iii Rohna 37000 37000 191 Wardha Wardha iv) Talegaon 37000 37000 191 Yeotmal Wardha v) Bembla 22000 22000 114 Amravati Wardha vi) Amaravati 37000 37000 197 Amravati Tapi vii) Murtizapur 20000 20000 107 Akola Tapi viii) Paras 41000 41000 219 Akola Tapi ix) Khamgaon 41000 41000 219 Buldana Tapi x) Jamner 37500 37500 199 Jalgaon Tapi

Total 338500 338500 1767

B Municipal water needs i) Population served (Nos) 1321053 (2011 AD) 1751157 (2050 AD) Municipal water needs ii) 31 (Mm 3)

C Sub-basinwise allocation of transferred water Sub-basinwise Irrigation M&I TL Total 1 Wainganga 117 2 8 127 2 Wardha 709 12 45 766 3 Purna Tapi 941 17 61 1018 Total 1767 31 114 1912

Employment during Technical Non-technical Total D construction (per annum) 2523 9427 11950 6 Estimated cost (2014-15) i) Unit-I :Headworks (Rs.lakh) 5600 ii) Unit-II :Conveyance system (Rs. lakh) 1310363 iii) Unit-III :Lifting arrangements (Rs. lakh) 164381 iv) Unit-IV :Onfarm-development (Rs. lakh) 13540 1493884 7 Economic analysis i) Annual cost of the project (Rs. lakh) 187800 ii) Annual benefits from the project (Rs. lakh) 288748 iii) Benefit cost ratio 1.54 iv) Internal rate of return (%) 14.02% v) Cost of diversion of one m 3 of water (Rs) 77.26 vi) Direct net benefit per ha of CCA from irrigation (Rs) 85829 8 Environmental impact GOSIKHURED DAM A Submergence particulars Nagpur Bhandara Total i) Submergence (ha) - - - ii) Population affected villages 51 34 85 iii) Land affected villages - - 97 iv) Population affected - - 64000 B Land acquistion (ha) Main canal 4258

CONTENTS

Art. Page No. Description of item no.

Chapter 1 Introduction

1.1 General 1

1.2 Water resources in Maharashtra 2

1.3 Intra-state link projects of Maharashtra 2

1.4 Wainganga (Gosikhurd) – Nalganga (Purna Tapi) link proposal 4

1.5 Fitment of the scheme in overall development of the region 4

1.6 Inter-state aspects 5

1.7 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link proposal (2015) 5

1.7.1 The river system 5

1.7.2 Water availability for transfer 5

1.7.3 Water planning 5

1.7.4 Design of canal sections 6

1.7.5 Power 6

1.7.6 Environmental aspects 6

1.7.7 Economic analysis 7

1.7.8 Construction schedule 7

1.7.9 Choice of the project 7

1.8 Impact of the link on Peninsular component of Inter-basin water transfers 7

1.9 Organisation of chapters 8

Chapter 2 Hydrology Warer Availability

2.0 Genera 9 2.1 Catchment area 9

2.2 Past studies carried out for water availability 9

2.3 Rivew of water availability study at Gosikhurd by Govt. of Maharashtra 10

2.4 Simulation studies at Gosikhurd reservoir 10

Chapter 3 Water and irrigation planning

3.0 General 12

3.1 Command area 12

3.2 Population 13

3.3 Water requirement 13

3.3.1 Irrigation 13

3.3.2 Municipal water use 14

3.3.3 Transmission losses 15

3.4 Month-wise distribution pattern of water for various demands from the link canal 15

Chapter 4 Design & layout

4.0 General 16

4.1 Structure, layout and design of the headworks 16

4.1.1 Gosikhurd project and the link canal off-take 16

4.2 Nalganga Project 16

4.3 Design features of Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link canal 17

4.3.1 Description of the link canal 17

4.3.2 Reach wise Description of the alignment 17

4.3.3 Evaluation of the design parameters 22

4.3.4 Lining 23

4.3.5 Transmission losses 23

4.3.6 Design calculations for adequacy of canal section 23

4.4 Canal Structures 26

4.4.1 General 26 4.4.2 Cost curves for cross drainage and cross masony works 26

4.4.3 Cross drainage works 26

4.4.3.1 Aqueducts 27

4.4.3.2 Super passages 27

4.4.3.3 Undertunnels 27

4.4.4 Cross masonry works 27

4.4.4.1 Bridges 27

4.4.4.2 Head/Cross/Escape regulators 28

4.5 Lifting arrangements in the link system 28

4.5.1 Lifting at RD 3.30 km (Stage-I) 28

4.5.2 Lifting at RD 20.97 km (Stage-II) 28

4.5.3 Lifting at RD 40.00 km (Stage-III) 29

4.5.4 Lifting at RD 284.40 km (Stage-IV) 29

Chapter 5 Estimates

5.0 General 30

5.1 Classifiction of minor heads/sub-heads 30

5.2 Unit I -- Head works 31

5.2.1 Classification of minor heads/sub-heads 31

5.2.2 A. Direct charges 32

5.2.3 B. Indirect charges 32

5.3 Unit II -- Conveyance system 32

5.3.1 Classification of minor heads / sub-heads 33

5.3.2 A. Direct charges 33

5.3.3 B. Indirect charges 38

5.4 Unit III -- Lifting arrangements 38

5.4.1 Classification of minor heads / sub-heads 38

5.4.2 A. Direct charges 39 5.4.3 B. Indirect charges 40

5.5 Unit IV -- On farm development 40

Chapter 6 Construction programme and Manpower and plant planning

6.1 Construction programme 41

6.2 Material planning 42

6.3 Plant and machinery planning 42

6.4 Manpower planning 44

6.5 Programme of year-wise expenditure 44

Chapter 7 Environmental aspects

7.1 Basic information 45

7.1.1 The catchment 45

7.1.2 Land acquisition for link canal 45

7.1.3 Environmental and ecological aspects of Gosikhurd reservoir 45

7.2 Rehabilitation package 46

7.3 The benefits 46

7.4 Proposed period of construction 46

7.5 Labour potential 46

Chapter 8 Economic analysis

8.1 Benefits 48

8.1.1 Direct benefits 48

8.1.2 Indirect benefits 49

8.2 Cost 49

8.3 Benefit - cost ratio (BCR) 50

8.4 Internal rate of return (IRR) 50

8.5 Economic parameters 50 Chapter 1 Introduction

1.1 General

Water is the most precious gift of nature, the most crucial for sustaining life and is required in almost all the activities of man viz., for drinking and municipal uses, for irrigation to meet the growing food and fibre needs, for industries, power generation, navigation and recreation. The development, conservation and use of water, therefore, forms one of the main elements in the country’s development planning. The water resources in the country are, however, limited considering the future demands. Moreover, the rainfall is confined to the monsoon season and is unevenly distributed both in space and time even during the monsoon season. As a result, the country is affected by frequent droughts. Nearly one third of the country is drought-prone. In the very near future, water will be ascarce resource, and therefore, needs to be harnessed in themost scientific and efficient manner. In this context, the erstwhile union Ministry of Irrigation and the Central Water Commission formulated in the year 1980, a National Perspective for water resources development which comprises two components viz., the Himalayan rivers development and the Peninsular rivers development. The distinctive feature of the scheme is that the transfer of water would essentially be by gravity and only in small reaches it would be by lifts not exceeding 120m. The scheme is considered technically viable.

The Peninsular rivers development component can be planned and implemented solely within our country by co-operation among the States. The erstwhile Union Ministry of Irrigation held discussions with the concerned State Governments in the year 1980 in which the initiative taken by the Government of India in preparing National Perspectives benefiting various regions was welcomed by the States. The general consensus was that the monsoon flood water which otherwise runs waste into the sea should be conserved in various reservoirs, big and small, and the water so conserved should be utilized for irrigation, power generation etc. It was brought out that the water availability and requirements of the various river basins should be assessed realistically and the requirements should be met adequately. It was agreed that the Central Government on its own would take up studies regarding possibilities of development within the basins as well as outside in order to firm up the quantum of water, if any, available for outside use. Agreement regarding allocation of waters to different areas would have to be reached at political level at an appropriate time within the broad frame-work of a national policy for development and use of water. The National Water Development Agency (NWDA) was

1 thus set up in July 1982 as a Registered Society to give concrete shape to the Peninsular rivers development component of the National Perspectives for water resources development.

The Peninsular rivers development component envisages, as its first part, the diversion of surplus flows of the Mahanadi to the Godavari system and to a further transfer of the surplus water from the Godavari system to the water-short Krishna, Pennar and Cauvery basins. This would benefit the drought prone areas of Andhra Pradesh, Karnataka, Maharashtra and Tamilnadu. The second part is to construct storages and to interlink the small rivers flowing along the west coast, north of Bombay and south of Tapi, for additional water supplies to the Bombay city and partial release of waters from the Tapi and Narmada to the Saurashtra and Kutch areas. The third part envisages inter-linking of the southern tributaries of the Yamuna and a dam on the Yamuna at Panchanad besides construction of small storages in the system to benefit the Ujjain and Indore areas of Madhya Pradesh and the Bundelkhand region of Uttar Pradesh. The fourth part of the proposal is to divert a part of the water of the west flowing rivers of Kerala and Karnataka to the east benefiting the drought areas east of the Western Ghats apart from bringing new areas on the western side under irrigation. The proposal of the Peninsular rivers development component envisages additional irrigation benefits of 13 million hectares in Andhra Pradesh, Telangana, Gujarat, Karnataka, Kerala, Madhya Pradesh, Maharashtra, Odisha, Tamil Nadu and Uttar Pradesh besides generation of power.

1.2 Water resources in Maharashtra The geographical area of Maharashtra State spreads over 4 major river basins viz., Godavari, Krishna, Tapi and Narmada apart from 22 narrow basin groups of west flowing rivers in Konkan region. For precise planning and management of the natural unit of a sub-basin, the Maharashtra Water & Irrigation Commission (1999) suggested to divide the area of Maharashtra State into 25 sub-basins. The total live storage potentialestimated was 58001 Mm 3 through which it was planned to utilize 67161 Mm 3 to create an annual irrigation potential of 68.21 lakh ha from existing, ongoing and contemplated projects. The irrigation potential created from the existing projects is only 24.04 lakh ha.

1.3 Intra-State link projects of Maharashtra In addition to the studies for the link proposals under National Perspective Plan, NWDA has been assigned the studies for the intra-State links as proposed by the States in 2005. Accordingly, NWDA sought the details of such proposals from various State Govts. The Govt. of Maharashtra proposed several intra State link canal projects to serve the upper reaches of Godavari, Krishna and Tapi basins and suggested that NWDA may study the proposals for establishing their feasibility. The intra state link schemes proposed by Govt. of Maharashtra are as below. 2

Proposed by Maharashtra Pani Parishad –NGO (Endorsed by Govt. of Maharashtra) 1. to transfer 10 TMC of water from Upper Ghat to Godavari Valley 2. to transfer 5 TMC of water from Upper Vaitarna to Godavari Valley 3. to transfer 100 TMC of water from North Konkan to Godavari Valley (400m lift) 4. to transfer 40 TMC of water from Wainganga to Western Vidarbha (150m lift ) 5. to transfer 40 TMC of water from Wainganga to Manjra Valley (300m lift) 6. to transfer 15 TMC of water from Middle Konkan to Bhima Valley 7. to transfer 25 TMC of water from Koyna to Nira (Tunnel) 8. to transfer 25 TMC of water from Mulshi to Bhima 9. to transfer 40 TMC of water from Savitri to Bhima Valley (300m lift) 10. to transfer 25 TMC of water from Kolhapur area to Sangli / Sangola area 11. to transfer 20 TMC of water from Nar – Par to Girna valley (350m lift) 12. to transfer 15 TMC of water from Jigaon to Tapi & Godavari valley 13. to transfer 10 TMC of water from Khariaghuti Ghat to Tapi

Proposed by Govt.of Maharashtra 1. Upper Krishna sub-basin to Bhima sub-basin of Krishna basin (a) Kumbi – Kasari (b) Kasari – Kadvi / Warna (c) Warna – Krishna (d) Krishna - Nira (e) Nira – Bhima (f) Panchaganga – Krishna 2. Pranhita sub-basin to Wardha sub-basin in Godavari basin 3. Koyna Tail race water for Mumbai city water supply 4. Water to Purna and Manjra sub-basins from Pochampad backwaters in exchange of water from Inchampalli –Nagarjunasagar to Pochampad RBC 5. Narmada – Tapi link as per NWDTAward 6. Khariaghuti – Navatha Satpura foot hill link

Further, Govt. of Maharashtra sought NWDA to study on priority, the following three proposalsto serve the Vidarbha districts utilizing the excess waters of Wainganga and to some extent that of Indravati in Maharashtra.

1. Kanhan – Wardha link 2. Wainganga –Purna (Tapi) link 2. Indravati – Wardha – Penganga – Purna (Tapi) link

1.4 Wainganga (Gosikhurd) – Nalganga (Purna Tapi) link proposal

The proposals meant for Vidarbha region received from the State have been reviewed by NWDA keeping in view the deficit areas, length of conveyance system and the total lift involved and then evolved a comprehensive proposal viz., “Wainganga (Gosikhurd) – Nalganga (Purna Tapi) intra statelink project of Maharashtra (W-N link project)” to divert water to serve the areas in Wainganga, Wardha and Tapi basins. Most of the demands proposed by the State for Vidarbha links including Nagpur Water Supply are taken care of in this proposal. Accordingly, a Preliminary Feasibility Report (PFR) has been prepared by NWDA and circulated the same to Govt. of Maharashtra in 2009. Based on the PFR, Govt. of Maharashtra in principle sought that the Detailed Project Report (DPR) of the Wainganga (Gosikhurd) – Nalganga (Purna Tapi) intra state link project be prepared by NWDA. Consequently, NWDA took up various Survey and Investigation works leading to preparation of DPR of the project. Presently, field topographical survey works as well as other investigation works are under different stages of progress.

1.5 Fitment of the scheme in overall development of the region The Wainganga (Gosikhurd) – Nalganga (Purna Tapi) link project has been planned with the aim of providing water to western Vidarbha to an extent of 338500 ha in Wainganga & Wardha sub-basins of Godavari basin and Tapi basin. The availability of water influences the cropping pattern and people may go for more commercial crops with assured irrigation. There will be assured drinking water supply to the villages/towns in the command area with the implementation of the project. Further, there will be steep increase in employment generation during and after construction period of the project, which will help prevent migration and contribute to the rural development. Thus, the overall development of the region would be greatly influenced by the link project.

1.6 Inter-State aspects The Wainganga (Gosikhurd) – Nalganga (Purna Tapi) link project lies entirely in the State of Maharashtra and as such does not pose any constraint from the inter-State disputes point of view. Further, the Godavari Water Disputes Tribunal (GWDT) in its Award, instead of allocating specific quantity of waters among the basin States, permitted respective States to utilize all waters available on point to point basis. Accordingly,the State of Maharashtra is free to utilize all the waters of Wainganga upto Gosikhurd dam site.

1.7 Wainganga (Gosikhurd) – Nalganga (Purna Tapi) link proposal (2015) The link proposal comprises the following elements: 1. The head-works at Gosikhurd with FRL 245.5 m and live storage of 1146 Mm 3 2. The link canal of 469.10 km length taking off from the Gosikhurd reservoir near village Rajoli, to divert about 1912 Mm 3 annually, with FSL of 243m up to Nalganga Project on Nalganga river, a tributary of Purna Tapi river, which in turn is a tributary of Tapi river. 3. Lifting arrangements at RDs 3.30km (18 m static), 20.97 km (22 m static), 40km (20m static) and 284.4 km (20 m static) to facilitate the link canal to serve areas at higher elevations and to carry water further.

1.7.1 The river system The area encompassed by the proposed link project pertains to i) Wainganga and ii) Wardha sub-basins of Godavari basin and Tapi basin.

1.7.2 Water availability for transfer

The Govt. of Maharashtra having reviewed in February, 2015 all the yield studies at Gosikhurd project site on Wainganga river carried out till then, has communicated to NWDA in April, 2015 that the DPR for the link project may be prepared for 1912 Mm 3 of diversion. It was also stated that the water availability study shall be got carried out afresh from CE, Hydrology Projects, Nasik. Therefore, the present PFR is prepared envisaging 1912 Mm 3 of diversion through the Wainganga (Gosikhurd) – Nalganga (Purna Tapi) link project.

1.7.3 Water planning The water planning for various uses viz., irrigation and enroute municipal use as envisaged under the link canal is presented in Table 1.1.

Table 1.1 Water demand for different uses Unit: Mm 3 Sl.No. Description Utilisation 1. Irrigation 1767 2. Municipal water use 31 3. Transmission losses 114 Total 1912

1.7.4 Design of canal sections

The canal has been designed as a trapezoidal section with rounded corners to carry a head discharge of 212.2 cumec with a bed width of 32.5 m and full supply depth of 5 m. The bed slope is considered at 1in 20000 throughout the length. The size of the canal has been gradually reduced considering the enroute utilisation in different reaches up to its tail end.

1.7.5 Power The power requirement for the four stages of pumping at the proposed lift locations at RD 3.3 km, RD 20.97 km, RD 40 km and RD 284.4 km is furnished in Table 1.2

Table- 1.2 Details of lifting arrangements

RD (km) Static Lift (m) Discharge (Cumec) MW (MU)

3.3.00 18 212.2 65.1 (149.50) 20.97 22 212.2 74.9(173.2) 40.00 20 198.1 68.6(148.0) 284.40 20 113.0 39.6(85.2) 80 248.2 (555.9)

1.7.6 Environmental aspects

An area of about 6502 ha will have to be acquired for aligning the link canal, offices & colonies, pump houses and borrow areas. The canal will bring 338500 ha of area into irrigation in Nagpur, Wardha, Yeotmal, Chandrapur, Amravati, Akola, Buldhana and Jalgaon districts of Maharashtra, covering the drought-prone blocks of Vidarbha region, which have been struggling for irrigation facilities for long. 6

The employment likely to be generated by the link canal during the construction period would be about 11950 persons which comprises 792 engineers, 804 other technical, 927 skilled & semi skilled, 7197 unskilled and 2230 clerical personnel.

1.7.7 Economic analysis The cost of the link project has been estimated under four main components viz. Unit-I: Head works, Unit-II: Conveyance system, Unit-III: Lifting arrangements and Unit-IV On farm Development. The total cost of the project is estimated to be Rs.1493884 lakh based on 2014-15 price level. The annual cost is worked out to be Rs.187800 lakh. The total direct annual benefits from irrigation and water supply are worked out to Rs.288748 lakh. Accordingly, the benefit-cost ratio has been worked out to be 1.54. The internal rate of return has been worked out considering the project cost, construction period and present worth of cost and benefits at14.02%.

1.7.8 Construction schedule The whole project is scheduled to be completed in 5 years taking up simultaneously, the head works and the conveyance system .

1.7.9 Choice of the project The Wainganga (Gosikhurd) – Nalganga (Purna Tapi) link project is a better choice for the State to provide water to the needy areas in western Vidarbha. (in the needy areas in eight districts of Vidarbha region viz. Nagpur, Wardha, Chandrapur, Amravati, Yeotmal, Akola, Buldhana & Jalgaon).

1.8 Impact of the link on Peninsular component of Inter-basin water transfers 1. NWDA while firming up water balance studies of various sub-basins of Godavari basin, proposed additional irrigation in those sub-basins where the percentage of culturable area under irrigation is less than 30 in case of deficit sub-basins and less than 60 in respect of surplus sub-basins. Accordingly, in Wardha sub-basin (1999), the total annual irrigation from all the existing, ongoing and identified future projects works out to 511828 ha which is 32.13% of the culturable area of the sub-basin, with total irrigation requirement of 3037 Mm 3. The Wardha sub-basin, being surplus, the annual irrigation in the sub-basin is proposed to be increased to 60% of culturable area. The increase in the annual irrigation works out to 443951 ha and is proposed to be served through medium and minor projects. To meet this, an additional quantity of 2286 Mm 3 is required in the sub-basin out of which 2150 Mm 3 is required for the areas lying in the State of Maharashtra. However, the same

7 may not be possible by means of conventional projects for want of storages in upper reaches. Now, with the link canal passing through the sub-basin, a part of such provision has been catered to. 2. Since the water balance of Godavari basin at Inchampalli/Polavaram dam sites have been assessed duly taking into account all such additional provisions in the constituent sub-basins like Wardha, the proposed water transfer through the Wainganga (Gosikhurd)-Nalganga (Purna Tapi) link project will not affect the quantum of water transfer envisaged from Godavari basin under Peninsular Component. 3. The link canal brings additional areas at higher elevation in Maharashtra state to an extent of 338500 ha besides providing drinking water to millions of people. This will bring the state of Maharashtra into Peninsular component as a major beneficiary. 4. The link canal serves the upper reaches of Tapi basin on the left flank of Tapi river, thus meeting the demands of one of the most chronic drought areas in the country in and around Akola, Buldhana and Amravati districts. 5. Balanced development of all the regions is an essential feature of Indian planning process. This link canal is supporting this idea and serving those areas, which could never be served through conventional projects due to non-availability of storage sites and on account of the areas lying in upper reaches. Indirectly, this project is supporting the necessity of inter-basin water transfer which is essential for the overall success of Peninsular component.

1.9 Organisation of chapters The various components of the report are organized in the sequence mentioned below. 1. Introduction 2. Hydrology and water availability 3. Water & irrigation planning 4. Design & layout 5. Cost estimates 6. Construction planning 7. Environmental aspects 8. Economic analysis

Chapter 2 Hydrology and Water availability ______

2.0 General

Planning of water resources development in a basin requires careful assessment of the available water resources and reasonable needs of the basin in foreseeable future for various purposes such as drinking, irrigation, hydro-power, industries, navigation etc. Hydrological studies are carried out to assess the available quantity of water in a given basin. This chapter deals with the assessment of water balance in Wainganga sub- basin of Godavari basin upto the Gosikhurd dam site. 2.1 Catchment area The total catchment area of the Wainganga river upto the proposed Gosikhurd dam site is 34862 sqkm, of which 24243 sqkm lies in Madhya Pradesh and remaining 10619 sq.km lies in Maharashtra. 2.2 Past studies carried out for water availability (i) The yield study for Gosikhurd project was carried out by Water Resources Department, Maharashtra in 1982 which was subsequently approved by CWC while clearing the project. In this study, the gauge & discharge data available at Pauni site on Wainganga River from 1965 to 1977 (13 years) was used to develop monthly rainfall – runoff correlations. Using these relationships, monthly yield series were developed for the years from 1914 to 1977. The gross 75% annual dependable yield on proportionate catchment area at Gosikhurd dam site was worked out to 14863 Mm 3. After deducting upstream utilization of 11704 Mm3 (for MP 7018 Mm 3 and MS 4686 Mm 3) and adding regeneration flow of 250 Mm 3, the net water balance was worked out as 3410 Mm 3. (ii) Subsequent to the preparation of DPR at Gosikhurd in 1982, many projects were taken up in Gosikhurd catchment to meet the irrigation / drinking / industrial water demands. Therefore, the State of Maharashtra took up a fresh review of water availability at Gosikhurd Project in 2013 for finalizing the hydrology at the dam site.

This study covered computation of gross yield at Gosikhurd, Madhya Pradesh share as per Godavari Water Disputes Tribunal, committed upstream utilisations for Maharashtra State including industrial/drinking water uses to arrive at the net water availability. The G & D data of Wainganga river at Pauni site available from 1965 to 2005 i.e. for 41 years is used in this study for developing monthly rainfall-run off relationships during monsoon period. Using the R-R equations, monsoon monthly yield series for the period 1921-2009 were 9 prepared and the post monsoon flow percent with respect to monsoon was taken at 5.84%. The 75% dependable annual yield at Gosikhurd was worked out to be 12584 Mm 3 and the water balance after accounting for upstream utilisations and Gosikhurd Project requirement was assessed to be 385 Mm 3.

2.3 Review of water availability at Gosikhurd by the Govt. of Maharashtra

In view of huge variation in the water availability of Gosikhurd project as per the water balance study carried out by the State in December, 2013 in relation to that assessed in earlier studies at the time of preparation of DPR of the project (1982) & PFR of Wainganga – Nalganga link canal prepared by NWDA (2009), the State Govt. has reviewed the situation in February, 2015. There upon, it has been communicated to NWDA in April 2015 that the quantum of diversion through the Wainganga – Nalganga link project shall be 1912 Mm 3 and the water availability study at Gosikhurd shall be carried out afresh by the CE, Hydrology Project, Nasik.

2.4 Simulation studies at Gosikhurd reservoir

The FRL of the Gosikhurd dam is 245.5 m with gross storage of 1146 Mm 3. The MDDL is considered as 241.29 m. The area –capacity table of Gosikhurd reservoir is furnished in Annexure 2.1 . Since the inflows into the Gosikhurd reservoir based on the yield / water availability study to be carried out by the CE, Hydrology Project, Nasik and the demands (monthly / 10-daily) of the link canal from the reservoir to feed the enroute storages / tanks to be identified for utilisation of 1912 Mm 3 are yet to be finalised, no simulation studies at Gosikhurd reservoir have been carried out in the present PFR study.

It has, however, been decided by the State that the diversion from Gosikhurd through the link canal shall be only during monsoon, for 4 months from June / July to October. Therefore, in anticipation of finalisation of inflows / period-wise demands as above and in the interest of optimization of canal size and the pumping infrastructure, the monthly diversion through the link has tentatively been planned for the present study purpose as under:

Sl.No. Month Diversion (Mm 3) 1. July 500 2. August 500 3. September 500 4. Octomber 412 Total 1912

The canal design, cost estimates, environmental impacts, etc., are carried out considering the diversion pattern as above and the same are discussed in the subsequent chapters.

* * *

Chapter 3 Water and irrigation planning ______

3.0 General

As mentioned earlier, the Wainganga (Gosikhurd) – Nalganga (Purna Tapi) intra state link canal (W-N link canal) takes off from the right flank of Gosikhurd dam with FSL of 243 m and traverses for about 469 kmup to Nalganga Project with FSL of 292.890 m. The canal is proposed to divert surplus waters of Wainganga river in Maharashtra to the deficit areas lying towards west of Vidarbha region. It is required to estimate the service areas viz., command area and population along the alignment for the purpose of computation of requirement of water for various purposes.

3.1 Command area

Efforts are made to identify the command using toposheets of 1:50000 scale and Irrigation Atlas of India. The identified command area is proposed to be served through a network of 10 branch canals planned keeping in view the topography and the locations of available arable area. The details of command area and the distribution network viz.; the area/sub-basin that is likely to be served by each branch canal, location &length of

each branch canal are furnished in Table 3.1. Table 3.1 Details of command area & distribution network S.No. Name of Location Length GCA CCA % of Sub basin branch canal RD (km) (km) (ha) (ha) CCA to GCA 1 Umrer 30.75 30 38760 25000 64.5 Wainganga 2 Bor 58 .62 45 84711 41000 48.4 Wardha 3 Rohna 158 .35 30 49137 37000 75.3 Wardha 4 Talegaon 219 .90 30 52632 37000 70.3 Wardha 5 Bembla 262 .90 18 33013 22000 66.6 Wardha 6 Amravati 290 .90 30 55556 37000 66.6 Tapi 7 Murtajapur 317 .90 18 24010 20000 83.3 Tapi 8 Paras 380 .90 27 49220 41000 83.3 Tapi 9 Khamgaon 426 .90 27 53595 41000 76.5 Tapi 10 Janmer 468 .90 30 50000 37500 75.0 Tapi Total 285 490634 338500 12

3.2 Population

The district-wise population in the command area is computed from the Census of India 2011.From the Census data, the district-wise population falling within the command area is estimated using the factor derived from the GCA and the geographical area of the district. The details are furnished in Table 3.2. Table 3.2 Population details in the command area Sl.No. Name of the District Geographical area (ha) Population branch canal Whole GCA Whole Command district district area 1 Umrer Nagpur 980200 38760 4653570 182342 2 Bor Chandrapur 1144300 84711 2204307 163182 3 Rohna Wardha 630900 49137 1300774 101309 4 Talegaon Yeotmal 1358200 52632 2772348 107432 5 Bembla Amravati 1221000 33013 2888445 78097 6 Amravati Amravati 1221000 55556 2888445 131425 7 Murtajapur Akola 542900 24010 1813906 76730 8 Paras Akola 542900 49220 1813906 157295 9 Khamgaon Buldhana 966100 53595 2586258 143471 10 Janmer Jalgaon 1176500 50000 4229917 179767 Total 1321053

3.3 Water requirement The water requirement of the link canal is considered by computing separately the requirement for irrigation, municipal water supply and the transmission losses.

3.3.1 Irrigation The cropping pattern to be adopted in the command area is proposed keeping in view, the general climate of the area, soil type, prevailing agricultural / irrigation practices and the commercial aspect of the project as a whole. The intensity of irrigation is considered as 100%. The gross irrigation requirement of each crop is adopted as per the information furnished in respective water balance studies of Pranhita and Wardha sub-basins of Godavari basin and Tapi basin prepared by NWDA. In these studies, the net irrigation requirements are worked out based on the crop consumptive use coefficients obtained for various crops from the FAO-24 publication and the potential evapotranspiration and normal rainfalldata available from India

Meteorological Department (IMD). The gross irrigation requirements of the crops have been worked out by considering an irrigation efficiency of 55% for all crops except paddy for which the same has been taken as 65%. The suggested cropping pattern under the link canal is furnished in Annexure 3.1. This will befurther refined during the course of DPR and got approved from the State Agriculture Department.

The monthly water requirement of each crop under each branch canal is obtained by multiplying the GIR of the particular crop in the month with the cropped area. The annual utilization for irrigation works out to 1767 Mm 3.The crop water requirement is furnished in Annexure 3.2.

Power requirements of link canal The topography along the link canal necessitates the provision of lifting arrangements at certain places to irrigate the command area. Lifting of diverted water in the link canal is proposed in four stages viz., at RD 3.30 km, RD 20.97 km, RD 40.00 km and RD 284.40 km. The annual power requirement is worked out to be 150MU, 173 MU, 148 MU and 85 MU for the Stages-I, II, III and IV respectively totaling to 556 MU. The details are discussed in Chapter - 4: Design & layout.

3.3.2 Municipal Water use The requirement of water for domestic consumption in the rural and urban areas and for livestock has been computed by projecting the rural and urban human population and livestock population of the proposed command area to 2050 AD and by considering the per capita daily requirement of 70, 135 and 50 litres for the rural, urban and livestock population respectively.

The district-wise population from Census 2011 is used for computing the total population lying in the command area on proportionate area basis. The total population of the command area in 2011 was 1334478. The present urban population works out to 37.5% of the total population. The total population has been projected to 2050 AD using compound growth rates as suggested in ‘World Population Prospects -2012 revision. Out of the total projected population, 50% is taken as urban population as indicated in ‘World Urbanisation Prospects-2014’.

The existing urban population is deducted from the projected urban population presuming that its domestic requirement is already being met by existing sources and the remaining urban population only is considered for working out the urban domestic requirement to be provided from the link canal. The total livestock in the command area as estimated on proportionate area basis from census data of 2007 is 475236 and it is projected to 2050 AD assuming a uniform annual compound growth rate of 1%.

The water requirement for the entire urban and 50% of the rural population is proposed to be met from the surface water resources, which work out to 31 Mm 3.As the emphasis of the scheme is mainly for extensive irrigation in as much area as feasible in the drought prone Vidarbha region and quenching the thirst of people in the command area, no exclusive provision for any industrial use is made in the project. Thus, the total municipal water requirement under the link canal is worked out to be 31 Mm 3. The details are furnished in Annexure 3.3.

3.3.3 Transmission losses The transmission or conveyance losses i.e., the amount of water lost through evaporation and seepage in the link canal in its course from Gosikhurd to Nalganga Project have been estimated considering 0.6 cumec per million square metre of wetted area of the canal as per the Bureau of Indian Standard Code. The annual loss on this account works out to 114 Mm3. The command wise monthly transmission losses are worked out based on its monthly combined requirements of irrigation and municipal water requirements. The reach wise details of transmission losses are furnished in Annexure3.4.

3.4 Month-wise distribution pattern of water for various demands from the link canal

The water requirements under the link canalfor various uses are spread over all the twelve months. However, the canal is proposed to run for only four months from July to October. The water diverted through the link in excess of the current requirement is proposed to be stored in the enroute storages/tanks being identified by the State for further utilisation as required. The monthly maximum and minimumquantity of water proposed to be transferred through the link canal are 500 Mm 3 (July to Sept.) and 412 Mm 3 (Oct). The month–wise distribution pattern of various demands from the link canal and the actual monthly diversions planned from the link canal are shown in Annexure 3.5. The abstract of water demand for different uses is furnished in Table 3.3 Table 3.3 Water demand for different uses under the link canal Unit: Mm 3 Sl.No. Description Utilisation

1 Irrigation 1767 2 Municipal water uses 31 3 Transmission losses 114 4 Total 1912

Chapter 4 Design and layout

4.0 General As already mentioned, the Wainganga (Gosikhurd) – Nalganga (Purna Tapi) link project of Maharashtra envisages annual diversion of about 1912 MCM of water from the Gosikhurd reservoir on Wainganga River towards west to provide irrigation in the drought prone Vidarbha region of Maharashtra. Various features connected with design of various components of the project are discussed in the present chapter.

4.1 Structure, layout and design features of the headworks The proposed W-N link canal takes off from the Gosikhurd project which is considered as head works for the link project. The Gosikhurd dam is constructed across Wainganga River which is a major tributary of river Godavari. Apart from this, no new head works are proposed for the project. Relevant details of the Gosikhurd project are furnished below.

4.1.1 Gosikhurd project and the link canal off-take The Gosikhurd dam is an ongoing project across river Wainganga, a major tributary of river Godavari. The link canal is proposed to take off with FSL of 243 m from Gosikhurd project (Indira Sagar Irrigation Project) across river Wainganga on its right flank. The dam is located at latitude 20 o 52 ′ 15 ″ N and longitude 79 o 37 ′ 00 ″ E near Gosikhurd village u/s of Pauni town in Bhandara district of Eastern Vidarbha region in Maharashtra. The gross storage capacity is 1146 Mm 3 at FRL of 245.50 m. The required capacity of the link canal at head has been worked out to be 212.2 cumec.

4.2 Nalganga project The Nalganga project, the tail end project of the link canal is located across the Nalganga stream, which is one of the tributaries of Purna Tapi river, which in turn is a tributary of Tapi river. The canal meets the stream at the Nalganga project with an FSL of 292.89m, where as the NSL at the tail end is about 290m.There is no contribution planned from the link canal to Nalganga project at present. The possibility of delivering some quantum in the Nalganga reservoir will be studied in DPR.

4.3 Design features of Wainganga (Gosikhurd) – Nalganga (Purna Tapi) link canal 4.3.1 Description of the link canal The link canal takes off from the right flank of the ongoing Gosikhurd reservoir with FSL 243 m by gravity. The canal runs almost westward upto Nalganga river except for the occasional local change of direction. On its way, the link canal crosses various rivers and streams through cross drainage works. Throughout its length, the canal has been provided with a uniform bed slope of 1 in 20000. The range of bed width is 32.5 m to 6 m with a full supply depth ranging from 5 m to 3.10 m in normal cutting. In deep cut, while the range of bed width varies from 31 m to 6 m, the full supply depth varies from 5.50 to 3.60 m. The designed discharge at head is 212.2 cumec at 1.1 times the peak discharge. A free board of 0.75 m is provided throughout the length of the canal. Lift is provided at RDs 3.30 km, 20.97 km 40.00 km and 284.40 m with static head of 18 m, 22 m, 20 m and 20 m respectively.

4.3.2 Reach wise Description of the canal alignment The reach wise brief description of the link alignment from the off-take point to the tail end is described in the following paragraphs. i) Reach RD 0 km to 6.40 km (Toposheet No. 55P/9) The link canal takes-off from the Gosikhurd reservoir periphery and the offtake point is located near Rajoli village on Rajoli – Ghotangaon metal road with full supply level of 243 m. It runs in North -West direction initially and traverses in westerly direction till RD 6.40 km. The villages Rajoli, Rengatur and Karandla are situated to the right of alignment and Dahegaon is situated to the left of the alignment. One head regulator at starting of canal and 2 single lane road bridges at RD 2.251 km & 5.87 km are proposed in this reach.. One small stream and Ambhora LIS canal are also crossing the link canal, which will be passed through an under tunnel and a super passage respectively. The 1 st stage lift of static head 18m is proposed at RD 3.30 km near the village Rengatur to facilitate the link to serve the uplands. There is a wild life sanctuary in the vicinity of the link canal on its left side in this reach . The FSL of the canal at the end of the reach is 260.449 m. ii) Reach RD 6.40 km to 32.14 km (Toposheet No. 55P/5) The canal continues in westerly direction upto RD 12.0 km and then traverses in northwesterly direction upto RD 25.0 km. Thereafter, it traverses almost in westerly direction upto end of the reach. The villages Dongar Mauda, Virkhand, Pardi, Banor, Silli, and Takli Kalan are situated to the left of thealignment whereas

Hardoli, Wag, Ruyad and Musalgaon are situated to the right of the alignment. 12 SLRBs are proposed at various road crossings and one railway bridge is proposed at RD 26.725km across Nagpur - Nagbid section near Kuhi. One aqueduct is proposed across Amb nadi at RD 13.63 km. To facilitate the link canal to serve the command area, 2nd stage lift (static head 22 m) is proposed at RD 20.974 km. A cross regulator is proposed at RD 30.75 km to regulate the discharge into the proposed Umred branch canal. Nine under tunnels to facilitate the crossing of small drains at different RDs are also proposed. The FSL of the canal at the end of the reach is 280.681m. iii) Reach RD 32.14km to 37.50 km (Toposheet No. 55 O/8) The link canal continues to traverse in westerly direction upto RD 37.50 km. Two SLRBs at RD 32.473 km, 33.638 km and 4 undertunnels across the small streams are proposed in the reach. FSL of the canal at the end of the reach is 280.392 m.

iv) Reach RD 37.50km to 62.20 km (Toposheet No. 55 O/4) The canal in this reach traverses entirely in westerly direction. Two DLRBs one each across Nagpur – Umred State highway (RD 44.363 km) and Nagpur – Hyderabad section of NH-7 (RD 59.718 km) are proposed. Villages Khapri, Chimanjhari, Kaldongri and Banwadi are situated to the left of the alignment while Dongargaon, Surgaon, Panchgaon, Salai Godhani and Jamta, Dhanoli are situated to the right of the link alignment. Eight SLRBs across various road crossings are proposed. One railway bridge at RD 60.465 km is proposed across Nagpur – Wardha section of Central Railway. Four under tunnels are proposed across various streams. To facilitate the link canal to serve the command area, 3rd stage lift of 20 m is proposed at RD 40.00 km. One cross regulator is proposed at RD 58.62 km to regulate the discharge into Bor branch canal. The canal passes through open mixed jungle near Ashokvan adjacent to NH-7. The Vidarbha Cricket Association ground is located near the alignment at RD 60.00 km. Most of this reach i.e from RD 39.70 km to 48.00 km is active stone quarry. FSL of the canal at the end of the reach is 298.847 m. v) Reach RD 62.20 km to 64.250 km (Toposheet No. 55 P/1) In this reach, the link canal traverses entirely in southwesterly direction. One SLRB is proposed between Vagdevi and Gumgaon at RD 62.525 km. The canal crosses the river Venna in this reach by an aqueduct at RD 63.45 km downstream of Gumgaon village, where a canal escape is also provided. One undertunnelis proposed in this reach across a stream. FSL of the canal at the end of the reach is 298.584 m.

18 vi) Reach RD 64.250km to 105.40 km (Toposheet No. 55 L/13) In this reach, the link canal traverses in south-westerly direction upto RD 82.00km, then turns towards south up to RD 86.00 km and towards west upto RD 95.60 km before it takes north-west direction till the end of the reach.The alignment traverses for most of the reach, skirting the hills and trespassing some open scrubs near Nagajhari and small patches of protected forest near Keljhar. The villages Datal, Sukli, Kinhi Khurd, Bhansuli, Ghodeghat, Vadagaon, Seldoh, Khadki, Amgaon, Keljhar and Shivangaon are situated to the left of the alignment whereas Deoli, Nagajhari, Kanholi, Ajangaon and Vadagaon, are situated to the right of the alignment.

One aqueduct is proposed across Krishna nala at RD 79.675 km. 26 under tunnels across various small streams and 3 super passages across existing canals are proposed in the reach. In all, 10 SLRBs are proposed across various road crossings. FSL of the canal at the end of the reach is 296.245 m.

vii) Reach RD 105.40km to 136.150 km (Toposheet No. 55 L/9) The link canal mostly traverses in westerly direction with occasional local turns towards either side of the alignment and takes north-westerly direction before the end of the reach. The villages Shivangaon, Mohi, Brahmani, Dhanoli, Bothli, Borkhedi kalan, Tamsvada, Amgaon Madedni and Heti are situated to the left of the alignment while Hingni, Dkheri, Juvadi, Ridhora and Madna are situated to the right of the alignment. In this reach, three aqueducts are proposed at RD 109.312 km, 121.145 km and 134.550 km. across rivers Bor, Panchadhara and Dham respectively. A canal escape is provided at RD 134.35 km. Various small streams encountered are proposed to be passed through 6 under tunnels. In all, 16 SLRBs are proposed across various road crossings. FSL at the end of the reach is 294.098 m.

viii) Reach RD 136.150km to 171.550 km (Toposheet No. 55 L/5) The link canal traverses in south-westerly direction initially, takes westerly direction in midway and finally takes north-west direction upto the end of the reach. The villages Natai, Ajangaon, Rohna, Bodad, Dhanori, Mohammadpur and Borgaon are situated to the left of the alignment whereas Dahigaon, Bothli, Panwadi, Saldhara, Gaurkhera, Bodadpod, Savangi, Pargothan and Pachegaon are situated to the right of the alignment. In all, 7 SLRBS are proposed across various road crossings and one DLRB is proposed at RD 167.750 km between Arvi and Pulgaon. One railway bridge is proposed at RD. 167.650km (Arvi- Pulgaon). There are 8 small streams crossing the proposed canal which are provided with under tunnels and one super

19 passage is proposed across a stream at RD 148.85 km. One cross regulator is proposed at RD 158.35 km to feed the proposed Rohna branch. The FSL at the end of the reach is 292.028 m.

ix) Reach RD 171.550km to 215.200 km (Toposheet No. 55 L/1) The link canal traverses in westerly direction upto Wardha river where an aqueduct is proposed at RD 185.500 km to cross the riverThe link canal then traverses in southwesterly direction till RD 203.60 km and further it traverses in westerly direction till the end of the reach. The villages Neri, Alipur and Nimboli are situated to the left of the alignment while Hasanpur, Vathoda and Kasimpur are situated to the right of the alignment. A canal escape is provided at RD 185.1 km. Twelve SLRBs are proposed in this reach. Eight under tunnels to facilitate the crossing of small drains are proposed in this reach. One super passage is proposed at RD 190.900 km to cross a local stream whereas one aqueduct is proposed at RD 210.70 km across Chandrabhaga Nala. A railway bridge is proposed at RD 209.40 km at the crossing of Chandur-Palgaon railway line. FSL at the end of the canal is 289.405 m.

x) Reach RD 215.20 km to 232.100 km (Toposheet No. 55 L/2) The canal traverses entirely in southwesterly direction in this reach. An aqueduct is proposed at RD 224.30 km across Kalamoli Nala, a tributary of Bembla river. A Cross regulator is proposed at RD 219.90 km to feed the proposed Talegaon branch. Ten SLRBs are proposed at various locations in this reach. Two under tunnels are also proposed at RDs 221.60 km and 231.40 km. FSL of the canal at the end of the reach is 288.110 m. xi) Reach RD 232.100 km to 274.90 km (Toposheet No. 55 H/14) The canal continues to traverse in southwesterly direction upto RD 233.30 km and westerly direction upto RD 238.60 km. For further reach, it runs in southwesterly direction upto RD 241.30 km before it follows southeasterly direction upto RD 247.80 km. Further, the canal runs upto RD 254.10 km in southwesterly and northwesterly direction upto RD 271.70 km. For the remaining reach it runs in southwesterly direction. A Cross regulator is proposed at RD 262.90 km to feed the proposed Bembla branch. Eleven under tunnels are proposed at various locations in this reach. Three super passages are proposed at RD 268.9 km, RD 270.80 km and 271.70 km where the canal encounters a tributary of Bembla nadi , Jallu Nadi and Bembla Nadi respectively. The link canal in this reach is almost in cutting. FSL of the canal at the end of the reach is 285.490 m.

20 xii) Reach RD 274.90 km to 303.30 km (Toposheet No. 55 H/10) The link canal traverses in westerly direction upto RD 287.80 km and continues in northwesterly direction till RD 292.70 km and for further reach it runs in westerly direction. A lift of 20 m is proposed at RD 284.40 km. Fifteen SLRBs are proposed at various locations in this reach. Three super passages are proposed at RD 277.80 km, 280.40 km and 282.60 km respectively across streams encountered. A Cross regulator is proposed at RD 290.900 km to feed the proposed Amravati branch. Five under tunnels, one double lane road bridge at RD 292.70 km and one aqueduct at RD 288.200 km across the Bembla Nadi are proposed. The canal runs in cutting almost for entire reach. FSL of canal at the end of the reach is 303.530 m. xiii) Reach RD 303.30 km to 332.90 km (Toposheet No. 55 H/6) The link canal traversed in southwesterly direction upto RD 310.70 km and then runs northwesterly direction upto RD 314.90. It takes westerly direction and continues upto RD 320.70 km before it traverses in southwesterly direction for the remaining reach. Twenty SLRBs are proposed at various locations in this reach and NH-6 connects to the right of the canal. A railway bridge is proposed at RD 319.40 km between Murtajapur – Yamatmal towns. One aqueduct is proposed at RD 311.10 km across Uma Nadi. A Cross regulator is proposed at RD 317.90 km to feed the proposed Murtajapur branch. A Double land road bridge is proposed at RD 318.70 km to facilitate crossing Murtajapur-Hatgaon road. Nine under tunnels are proposed across small streams. The canal runs mostly in filling and partial cutting. FSL of the canal at the end of the reach is 301.480 m. xiv) Reach RD 332.90 km to 369.40 km (Toposheet No. 55 H/2) The canal continues to traverse in southwesterly direction upto RD 336.60 km and runs further in northwesterly direction upto RD 344.10 km before it takes northwesterly direction till the RD 369.40. One canal escape is proposed at RD 333.90 km. The canal crosses Kate Purna nadi, Indrupa nadi and Murma nadi by means of aqueducts at RDs 334.30 km, 361.10 km and 368.80 km respectively. One railway bridge is proposed at RD 356.50 between Akola and Amravati towns. Fourteen SLRBs are proposed at various locations. Seven under tunnels are also proposed across small streams. The canal runs in partial cutting and filling. FSL of canal at the end of the reach is 299.055 m. xv) Reach RD 369.40 km to RD 401.90 km (Toposheet No. 55 D/14) The link canal traverses in westerly direction upto RD 373.50 km and takes northwesterly direction upto RD 378.90 km. Then it runs in southwesterly direction upto RD 388.50 km near Wadegaon town and again traverses in westerly direction upto RD 394.70 km before it takes southwesterly direction upto the end of the reach. Four super passages are proposed across a canal from Murma river, two streams and across Mun river.

The canal is proposed to cross Bikund river at RD 387.50 km by means of aqueduct. A Cross regulator is proposed at RD 380.90 km to feed the proposed Paras branch. Thirteen SLRBs are proposed at various locations in this reach. Five under tunnels are proposed across small streams. The canal runs almost in cutting for the entire reach. The FSL of canal at the end of the reach is 296.910 m. xvi) Reach RD 401.90 km to RD 436.00 km (Toposheet No. 55 D/10) The link canal continues in northwesterly direction upto RD 428.00 km and then takes westerly direction till the RD 436.00 km. Three DLRBs are proposed at RD 411.30 km (NH-6 between Khamgaon and Balapur), 424.00 km (Shegaon – Khamgaon) and RD 431.70 km (NH-6 between Malkapur and Khamgaon). A Cross regulator is proposed at RD 426.90 km to feed the proposed Khamgaon branch. One railway bridge is proposed at RD 428.00 km between Khamgaon and Jalamb towns. Thirteen SLRBs are proposed at various locations. Six under tunnels are also proposed across the small streams. The canal runs in cutting for major portion of the reach and filling in small patches. The FSL of the canal at the end of the reach is 294.835 m. xvii) Reach RD 436.00 km to RD 463.00 km (Toposheet No. 55 D/6) The canal continues to traverse in westerly direction upto RD 440.10 km, northwesterly upto RD 442.30 km and again in westerly direction till RD 463.00 km. Two super passages are proposed to cross Vishwaganga nadi and a local stream at RD 459.70 km and 456.70 km respectively. A Double lane road bridge is proposed at RD 452.00 km. Two SLRBs are proposed at RDs 447.40 km and 455.30 km.. Five under tunnels are proposed across small streams. The canal runs in partial cutting and filling. The FSL of one canal at the end of the reach is 293.435 m. xviii) Reach RD 463.00 km to RD 469.100 km (Toposheet No. 55 D/2) The canal traverses in southwesterly direction upto RD 465.70 km and for the remaining portion upto RD 469.10 km it runs in northwesterly direction and outfalls in the existing Nalganga reservoir on Nalganga river. Two super passages are proposed, one across the Nalganga main canal and the other across a local stream at RDs 465.70 km and 467.70 km respectively. A Cross regulator is proposed at RD 468.90 km to feed the proposed Janmer branch. A DLRB is proposed at RD 467.30 km which connects Malkapur - Motala towns. In this reach, the canal runs almost in cutting. The FSL of the canal at the end of the reach is 292.890 m. 4.3.3 Evaluation of the design parameters

The canal alignment runs mostly in balanced section except for some reaches where it runs in deep cutting. The embankments are limited to major drainage crossings. The soils as available from cutting and adjoining identified borrow areas are considered to be generally suitable for filling purpose. 22

4.3.4 Lining

Lining of 100 mm thick with CC (1:2:4) is proposed for both bed and sides throughout the length of the canal. 4.3.5 Transmission losses The transmission losses are considered at 0.60 cumec per million sq. metre of wetted area as per Bureau of Indian Standard Code IS: 10430-1982.

4.3.6 Design calculations for adequacy of canal section a) Formulae The canal sections for various reaches are designed using Manning’s formula for velocity, V = Velocity of flow in canal = (1/n) R 2/3 S1/2 Normal SectionDeep Cut A = Area of cross section = bd+d 2 (θ+cot θ) bd+d2(θ+cot θ + Cosec θ) 2 2 P = Wetted perimeter = b+2d( θ+cot θ) b+d( θ+cot θ + Cosec θ) 0.64 Vo = Critical velocity = 0.55d Where V = Velocity in m/sec n = Rugosity coefficient R = Hydraulic mean depth (A/P) in ‘m’ S= Bed slope b = Bed width in ‘m’ d = Depth of water in ‘m’ θ = Angle of side slope

The rugosity coefficient for the lined canal is taken as 0.018. Side slope of 1.5H: 1V is adopted except for deep cutting in hard rock and embankment reaches where the slopes adopted are 0.50H: 1V and 2.0H:1V respectively. The bed slope is considered as 1 in 20000 throughout the canal.

b) Design of canal sections in various reaches The Wainganga (Gosikhurd) – Nalganga (Purna Tapi) link canal is planned to divert a total quantity of 1912 Mm 3 during the monsoon period. The monthly maximum diversion proposed is 500 Mm 3 during the months of July to September. The peak designed discharge works out to 212.2 cumec during September after increasing by a capacity factor of 1.1 to take care of any future eventualities. 23

The canal is designed for the above discharge adopting a trapezoidal section with rounded corners. The typical section of the canal as given in IS 10430-1982 “Criteria for design of lined canals and guidelines for selection of type of lining” is adopted. As the canal advances from the reservoir, the discharge in the canal gets reduced at every off-take point of water into the branch canals to meet the en route requirements, resulting in scope for reduction in the canal section. Hence, the canal is broadly divided into ten suitable hydraulic reaches depending on the reduction in the discharge and the sections have been designed accordingly. The cutoff statement for the month of September is given in Annexure 4.1 . The typical design computations of the canal sections are shown in Annexure 4.2 . Salient features of the link canal at its head and tail end are given in Table 4.1 . Table 4.1 Salient features of the link canal

A. Link canal at head Type of canal Lined (trapezoidal with rounded corners) Design discharge 212.20 cumec Bed width 32.50 m Full supply depth 5.00 m Velocity 0.99 m/sec Bed slope 1 in 20000 Side slope 1.5 H: 1 V Manning’s ‘n’ 0.018

B. Link canal at tail end Type of canal Lined (trapezoidal with rounded corners) Design discharge 23.90 cumec Bed width 6.00 m Full supply depth 3.10 m Velocity 0 .63 m/sec Bed slope 1 in 20000 Side slope 1.5 H: 1 V Manning’s ‘n’ 0.018

The hydraulic particulars of the link canal at various reaches are furnished in Table 4.2

Table 4.2 Design features of link canal at different reaches in normal cutting

Sl.No. Reach (km) Quantity* Discharge Width FSD Manning’s (Mm 3 ) (cumec) (m) (m) velocity(m/sec) 1 0.0 - 30.75 500.0 212.2 32.5 5.00 0.99 5.00 2 30.75 – 58.62 466.8 198.1 30.0 0.99 5.00 3 58.62 – 158.35 406.8 172.6 25.5 0.97 158.35- 219.90 5.00 4 352.7 149.7 21.5 0.95 219.90-262.90 5.00 5 298.6 126.7 17.5 0.93 262.90-290.90 4.70 6 266.4 113.0 17.5 0.90 290.90-317.90 4.15 7 210.7 89.4 17.5 0.84 317.90-380.90 3.80 8 180.2 76.5 17.5 0.80 380.90-426.90 3.10 9 118.3 50.2 16.5 0.71 426.90-468.90 3.10 10 56.3 23.9 6 0.63 * In the month of September

The loss of head in canal at various cross drainage and cross masonry works is provided judiciously keeping in view the experience with the existing structures. These values are given in Table 4.3 . Table 4.3 Head losses provided at different structures S.No Name of structure Head loss (m) 1 Aqueduct 0.15 2 Super passage 0.01 3 Cross regulator 0.02 4 Road /Railway bridge 0.01 5 Under tunnel Nil

The total head loss due to structures worked out to be 6.65 m in the entire 469.1 km long link canal and that due to bed fall is 23.46 m. The lift of 80m, provided in four stages is the gain in the head. The head loss statement with location of various CD/CM structures is given at Annexure 4.3.

4.4 Canal structures 4.4.1 General The link canal is aligned as a contour canal and it crosses a number of major and minor rivers/ streams en route. It crosses several roads as well when it passes through fairly developed and densely populated areas. It also crosses seven railway tracks in the Central region. The type of cross drainage structure is decided based upon the physical features of the stream such as its catchment area, bed level & high flood level with respect to bed & full supply levels of the link canal at the crossing. The location of the cross drainage and cross masonry works have been identified based on the toposheet study. In general, aqueducts have been proposed across major rivers/ streams and under tunnels are preferred across small drains. Super passages have been proposed where the drains are to be taken over the canal. Cross regulators have been proposed at the off-take points of branch canals, naturally at high elevations.

4.4.2 Cost curves for cross drainage and cross masonry works The feasibility reports of Godavari (Polavaram) – Krishna (Vijayawada), Godavari (Inchampalli) – Krishna (Pulichintala) and Krishna (Nagarjunasagar) – Pennar (Somasila) link projects which fall in the state of Andhra Pradesh have already been circulated by NWDA. The cost curves adopted while estimating cost of structures for the above three links are suitably updated to 2014-15 price level and made use for estimation of cost of structures of Wainganga (Gosikhurd) – Nalganga (Purna Tapi) link which too completely falls in the Deccan region.

4.4.3 Cross drainage works In its entire course of 469.1 km, the link canal has been provided with 151 cross drainage works, of which 15 are aqueducts, 20 are super passages and the rest 116 are under tunnels. The design flood value of each drain has been worked out using the empirical formulae given in Table 4.4. Table 4.4 Formulae for computing design flood S.No. Catchment area (A) Design flood value (km 2 ) (Cumec)

1. < 2.6 19.50 A 3/4 2. 2.6 to 78 16.70 A 3/4 3. 78 to 1300 14.75 A 3/4 4. >1300 123.20 A 1/2

Where A is the catchment area of the drain at the crossing point. Source: Inchampalli Project Report, Irrigation Department, Govt. of AP

4.4.3.1 Aqueducts Aqueducts have been proposed at the crossings of the major streams where the bed level of the canal is above the high flood level of the drain. A head loss of 0.15 m has been assumed at each aqueduct. In all, 15aqueducts have been proposed.

4.4.3.2 Super passages Super passages have been proposed at the crossings, wherever the bed level of the intersecting drain is well above the FSL of the link canal. There are 20such crossings where super passages are proposed. A head loss of 0.01 m has been proposed at each superpassage.

4.4.3.3 Under tunnels Under tunnels have been proposed along the link canal at crossings of small drains. No head loss has been assumed at under tunnels. A total number of 116 under tunnels have been identified. Provision has been made in the cost estimate for small hillside drains and diversion of nalas.

4.4.4 Cross masonry works 4.4.4.1 Bridges The link canal crosses NH-7, a few district roads and a number of village roads at various points. In order to facilitate free flow of traffic on these roads, double lane bridges 0and single lane bridges are proposed depending upon the type and importance of the road. Double lane road bridges are proposed for interstate and district roads whereas single lane road bridges are proposed for all existing village roads crossing the canal alignment. A total of 193 road bridges have been proposed across the link canal, of which 10 are double lane and 183are single lane bridges. The locations are shown in Annexure 4.3 . Head loss of 0.01m has been provided for each of these bridges.

The link canal crosses the railway lines at 7 places. Railway bridges are proposed at these crossings with head loss of 0.01 m at each structure.

4.4.4.2 Head/Cross/Escape regulators One head regulator is proposed at the off take point to draw water from the Gosikhurd reservoir through an approach channel. In all, ten cross regulators are proposed at the off-take points of each of the ten branch canals. In addition, four escape regulator are proposed along the canal at places where natural streams are available to accommodate the surplus discharge of the link canal. The discharging capacity of the escape regulator has been considered at half the discharge of the canal at that point.

4.5 Lifting arrangements in the link canal system. The Wainganga (Gosikhurd) – Nalganga (Purna Tapi) link canal system is supported by four lifts on its main course at RDs 3.30 km, 20.97 km, 40.00 km and 284.40 km The total installed capacity required (including stand by unit) is worked out to be 287.9 MW. The annual power likely to be consumed would be 556 MU. The details are furnished at Annexure 4.4.

4.5.1 Lifting at RD 3.30 km (Stage-I) The FSL of the main canal is 242.614 m at RD 3.30 km against the ground level of 266.56m. To meet the en route and tail end command requirements, the waters are proposed to be lifted to a level of 260.614 m which involves a static lift of 18 m. Accommodating the impeller at 244 m, the static suction and delivery heads would be 6.87 m and 17.61 m respectively. Eight pumps with 30 cumec capacity each are proposed including one standby. Assuming the pump efficiency at 89% and operational pumping head as 25.56 m, the requirement of power would be 65.10 MW. The details regarding month wise operation schedule and design of the pumps in Stage – I lift are furnished in Annexure 4.4.1

4.5.2 Lifting at RD 20.97 km (Stage-II) The FSL of the main canal is 259.481 m at RD 20.97 km against the ground level of 283.15 m. To meet the en routeand tail end command requirements, the waters are proposed to be lifted to a level of 281.481 m, which involves a static lift of 22 m. Accommodating the impeller at 261 m, the suction and delivery heads would be 6.97 m and 21.48 m respectively. Eightpumps with 30 cumec capacity each are proposed including one standby. Assuming the pump efficiency at 89% and operational pumping head as 29.57 m, the requirement of power would be 74.9 MW. The details regarding month wise operation schedule and design of the pumps in stage – II lift are furnished in Annexure 4.4.2 .

4.5.3 Lifting at RD 40.00 km (Stage-III) The FSL of the main canal is 280.257 m at RD 40.00 km against the ground level of 308.48 m. To meet the en route and tail end command requirements, the waters are proposed to be lifted to a level of 300.257 m, which involves a static lift of 20 m. Accommodating the impeller at 281 m, the suction and delivery heads would be 5.73 m and 20.26 m respectively. Eight pumps with 30 cumec capacity each are proposed including one standby. Assuming the pump efficiency at 89% and operational pumping head as 27.09 m, the requirement of power would be 68.6 MW. The details regarding month wise operation schedule and design of the pumps in stage – III’ rd lift are furnished in Annexure 4.4.3. The details of lifting arrangements are furnished in Table 4.5.

4.5.4 Lifting at RD 284.40 km (Stage-IV) The FSL of the main canal is 284.935 m at RD 284.40 km against the ground level of 305.00 m. To meet the en route and tail end command requirements, the waters are proposed to be lifted to a level of 304.935 m, which involves a static lift of 20 m. Accommodating the impeller at 286 m, the suction and delivery heads would be 6.24 m and 19.94 m respectively. Five pumps with 30 cumec capacity each are proposed including one standby. Assuming the pump efficiency at 89% and operational pumping head as 27.28 m, the requirement of power would be 39.6 MW. The details regarding month wise operation schedule and design of the pumps in stage – IV’th lift are furnished in Annexure 4.4.3. The details of lifting arrangements are furnished in Table 4.5

Table 4.5 Details of lifting arrangements RD (km) Discharge (cumec) Power required Static lift m Installed capacity (MU) (MW)

3.30 18 212.2 74.4 150 20.97 22 212.2 85.6 173 40.00 20 198.10 78.4 148 284.40 20 113 49.5 85

Total 80 287.90 556

Chapter 5 Estimates

5.0 General

The estimates for the project are prepared, broadly based on the “Guidelines for preparation of detailed project reports of irrigation and multipurpose projects” of Govt. of India, Ministry of Water Resources, 2010.

The total cost of the Wainganga (Gosikhurd) – Nalganga (Purna Tapi) link project is estimated under four units.

Unit-I - Head Works Unit-II - Conveyance System Unit-III - Lifting Arrangements Unit-IV - On-farm Development The total cost of the link project is estimated to be Rs. 1493884 lakh at 2014-15 price level. The abstract of the estimated cost of Wainganga (Gosikhurd) – Nalganga (Purna Tapi) link project is furnished in Annexure 5.1.

5.1 Classification of minor heads /sub-heads

The estimated cost of the works under the link project has been divided into the following minor heads classified as direct and indirect charges.

A. Direct charges Direct charges include the following items: Rs. in lakh Works 1342443 Establishment 131406 Tools & Plants (Ordinary) 12666 Suspense Nil Receipts &recoveries on capital account (-) 13702 Sub-total 1472813 B. Indirect charges Indirect charges include the following: Rs. in lakh

a) Capitalised value of abatement of land revenue 7782

b) Audit and account charges 13289 Sub-total 21071 Total cost 1493884

5.2 Unit I – Head works

The Gosikhurd project has already been constructed by the Govt. of Maharashtra. The link project envisages diversion of 1912 Mm 3 of water from the reservoir only during the monsoon period, when the reservoir would be normally spilling. Therefore, it is not expected that the proposed link diversion would any way impact the intended purposes of Gosikhurd reservoir. In fact, the benefits only get extended to other needy areas within the State through the link project utilizing the storage infrastructure at Gosikhurd. No major structural changes to the Gosikhurd project are required on account of the link project. Therefore, in the present cost estimate, no apportionment of the cost of Gosikhurd project to the link project is made. Only the cost towards the arrangement of drawing water from the reservoir for the link project has been considered at Rs . 5600 lakh. The abstract of cost is furnished at Annexure 5.2 .

5.2.1 Classification of minor heads/sub-heads

The estimated cost of Unit-I : Head Works has been divided into the following minor heads classified as direct and indirect charges.

A. Direct charges Direct charges include the following items: Rs. in lakh Works 5000 Establishment 500 Tools & Plants (Ordinary) 50 Suspense - Receipts &recoveries on capital account - Sub-total 5550

B. Indirect charges Indirect charges include the following: Rs. in lakh a) Capitalised value of abatement of land revenue - b) Audit and account charges 50 Sub-total 50 Total cost 5600

5.2.2 A. Direct charges

I -Works

‘C ’ Works

The provision for a head regulator and minor modifications to the dam, if necessary and approach channel that may be required to lead water to the link canal is kept at Rs . 5000 lakh.

II - Establishment

An amount of Rs.500 lakh is provided under this sub-head for establishment including leave and pension charges at 10% on I-Works.

III – Tools & Plants (Ordinary)

A sum of Rs.50lakh at 1% of the cost of I-Works is provided under this sub-head to cover the cost of survey instruments, camp equipment, office furniture and equipment and other small tools.

IV – Suspense

The net provision under this minor head will be "Nil.' as all the outstandingsuspense accounts are expected to be cleared by adjustment to appropriate headson completion ofthe project.

V – Receipts & Recoveries

No provision is kept under this head.

5.2.3 B. Indirect Charges

Audit and Account charges

A provision of Rs. 50 lakh is made under this head at about 1% of the cost of I-Works to cover the audit and account charges and is shown accordingly in Annexure 5.2.

5.3 Unit II – Conveyance system

Total cost of conveyance system consisting of link canal, branch canals, distributaries, field channels etc., including the canal structures works out to Rs. 1310363lakh. The abstract of cost of Unit-II is presented in Annexure 5.3. Cost under various sub-heads is worked out as detailed below:

5.3.1 Classification of minor heads / sub-heads

Unit-II has been divided into the following minor heads classified as direct and indirect charges.

A. Direct charges

Direct charges include the following items:

A. Direct charges Direct charges include the following items: Rs. in lakh Works 1171017 Establishment 121846 Tools & Plants (Ordinary) 11710 Suspense Nil Receipts &recoveries on capital account (-)13702 Sub-total 1290871 B. Indirect charges Indirect charges include the following: Rs. in lakh a) Capitalised value of abatement of land revenue 11710 b) Audit and account charges 7782 Sub-total 19492 Total cost 1310363

5.3.2 A. Direct charges

I –Works

‘A’ Preliminaries

The provision made under this sub-head is Rs. 23420 lakh at 2% on cost of I-Works as shown in Annexure 5.3 . This sub-head covers the expenditure on investigations to be conducted during execution, surveys, design studies, field tests, procurement of data/imageries, training, preparation and printing of reports etc.

‘B’ Land

Provision made under this sub-head covers the cost of land acquisition for link canal, branch canals, distributaries, field channels, pump house and camp colonies (i.e land to be acquired under Units- II & III ).

The cost of land acquisition and related items works out to Rs.155631lakh. The abstract is given at Annexure 5.3.1 and the details are given in Annexures from 5.3.1.1 to 5.3.1.3.

‘D’ Regulators

A provision of Rs.2788 lakh has been made for construction of cross regulators and off-take sluices for link and canal distribution system. The abstract is given at Annexure 5.3.2 and the details are given in Annexures from 5.3.2.1 to 5.3.2.3.

‘F’ Cross drainage works

The proposed cross drainage works at the junction of the link canal and a natural drain depending upon the levels and the size of the drain with respect to the link canal are (1) aqueducts (2) under tunnels and (3) super passages. Cost of these structures is deduced from the cost curves given in the FR of Polavaram- Vijaywada and Nagarjunasagar-Somasila link projects. Total cost of cross drainage works is estimated to be Rs .28804 lakh. Details are given in Annexure 5.3.3.

Aqueducts

The total cost of aqueducts comes to Rs. 14531lakh. The details of estimate are given in Annexure 5.3.3.1.

Under tunnels

The total cost of under tunnels comes to Rs. 11775 lakh. The details of estimate are given in Annexure 5.3.3.2.

Super passages

The total cost of super passages comes to Rs . 2498 lakh. The details are given in Annexure5.3.3.3.

‘G’ Bridges

The total cost of single lane, double lane and railway bridges works out to Rs .20133 lakh. The details are given in Annexure 5.3.4.

Single lane bridges

The cost under this sub-head works out to Rs .17804 lakh. The details are given in Annexure5.3.4.1.

Double lane bridges

The cost of double lane road bridges works out to Rs. 1532 lakh. The details are given in Annexure 5.3.4.2.

Railway bridges

The cost of railway bridges works out to Rs. 797 lakh. The details are given in Annexure 5.3.4.3.

‘H’ Escapes

The total cost of escapes comes to Rs. 587 lakh. The details are given in Annexure 5.3.5

‘K’ Buildings

The buildings are classified broadly as residential and non-residential buildings. These are further sub- divided into permanent and temporary buildings. A sum of Rs.16170lakh is provided for buildings. The details are given in Annexure 5.3.6, 5.3.6.1 to 5.3.6.3.

‘L’ Earthwork and lining

Total cost of earthwork and lining for the link canal is estimated to be Rs. 610430 lakh. The cost of earthwork for link canal is computed based on the expected geological strata in the project area on the basis of the data obtained from the geophysical surveys conducted by National Geophysical Research Institute, Hyderabad for the Inchampalli - Pulichintala link as both the link projects are situated in Deccan region, though minor local variations may be present. The abstract of cost is given in Annexure 5.3.7 and details are given in Annexure 5.3.7.1 to 5.3.7.4.

‘M’ Plantation

The cost of the plantation works out to Rs . 1843 lakh. The details are given in Annexure 5.3.8.

‘N’ Tanks and reservoirs

A sum of Rs.2500 lakh is provided for improving the existing tanks in the command area. The details are given in Annexure 5.3.9 . The target areas and the proposed enroute tanks/storages for utilisation of the link waters are yet to befinalised by the State. Hence, in the PFR, no provision for new tanks has been made.

‘O’ Miscellaneous

The total provision made under this sub-head is Rs.3975 lakh. The details are given in Annexure 5.3.10 .

‘P’ Maintenance

A provision of Rs.36581 lakh is made under this sub-head for the maintenance of all works during construction period. The details are given in Annexure 5.3.11 .

‘Q’ Special Tools & Plants

For an economically plannedproject, the construction machinery should generally be so planned that it spends75% of its life at project i.e. 75% of its cost is recovered from the worksas hourly use rates. The provision under, the sub-head Q-Special T&Ptherefore, is to be made at 25% ofthe capital cost of specialT&P and 75% of this provision is to be shown under head V-Receipt andRecoveries towards resale/transfer value. Accordingly, a provision of Rs. 11486 lakh is made under this sub-head. Abstract is given at Annexure 5.3.12 and the details are in Annexure 5.3.12.1 .

‘R’ Communications

A lump sum provision of Rs .965 lakh is made under this sub-head for construction of quarry roads, temporary roads in the work areas, temporary or permanent river crossings and Railway lines including sidings, bridges, connecting roadsetc. The details are given in Annexure 5.3.13.

‘U’ Distributaries, minors and sub-minors

A provision of Rs.154062 lakh is made under this sub-head on the basis of rate per ha. of CCA. The details are given in Annexure 5.3.14 .

‘V’ Water courses/Field channels

A provision of Rs.45962 lakh is made towards providing water courses/ field channels in the command area for serving up to 5 to 8 ha block on the basis of rate per hectare of CCA. The details are given in Annexure 5.3.15 .

‘W’ Drainage

A provision of Rs.52790lakh is made under this sub-head for providing drainage system in command area. The details are given in Annexure 5.3.16 .

‘X’ Environment and Ecology

A provision of Rs. 546 lakh is made under this sub-head. This sub-head covers the cost of forest acquisition, compensatory afforestation proposed for affected forest area, establishment of fuel depots etc. to

36 meet fuel requirement of labour force toprevent indiscriminate felling of trees, measures to prevent forest fires/overgrazing of areas, public health measures to control spread of water and soil borne diseases and R&R of one affected village viz. Gumgaon Colony. The afforestation is proposed to be taken up in degraded forest amounting to twice the land affected. The details are shown in Annexure 5.3.17.

‘Y’ Losses on stock and unforeseen

The provision under this sub-head is generally made at 0.25% of the costof I-Works less A-Preliminary, B-Land, O-Miscellaneous, M-Plantation, P-Maintenance, Q-Special T&P and X-Environment and Ecology. Accordingly, a provision of Rs. 2344lakh is made under this sub-head in the estimate as indicated in Annexure 5.3 .

II- Establishment

An amount of Rs.121846 lakh is provided under this sub-head for establishment including leave and pension charges at 12% on I-Works less B-Land.

III – Tools & Plants (Ordinary)

A sum of Rs. 11710 lakh at 1% of the cost of I-Works is provided under this sub-head to cover the cost of survey instruments, camp equipment, office furniture and equipment and other small tools.

IV – Suspense

The net provision under this minor head will be "Nil' as all the outstandingsuspense accounts are expected to be cleared by adjustment to appropriate headson completion ofthe project.

V – Receipts & Recoveries

This head is meant to account for estimated recoveries by way or resale ortransfer of temporary buildings and special T&P. The recoveries on account of temporary buildings are taken at 15 percent of the cost.An estimated deduction by sale of special T&P at 75% and transport equipment at 20% of the respective provisions under ‘Q’- Special Tools and Plants is accounted for. The receipts from rents of buildings at 83% cost of permanent buildings have also been considered. Thus, the total provision under this sub-head is Rs. 13702 lakh as shown in Annexure 5.3.

5.3.3 B. Indirect Charges

a) Audit and Account charges A provision of Rs . 11710lakh is made under this head at about 1% of the cost of I-Works to cover Audit and Account charges and the same is shown accordingly in Annexure 5.3.

b) Capitalisation of abatement of cost of land revenue

A provision of Rs.7782 lakh at 5% of the cost of the land is provided towards abatement of land revenue due to land acquisition for canals and camps.

5.4 Unit III - Lifting arrangements

Lifting arrangements are provided on link canal at RD 3.30 km, 20.97 km and 40.00 km and 284.40 km to pump the waters to the desired level so as to serve the needy command areas at higher elevations. The cost estimates are prepared for each of the four lifts separately. The total cost of lifting arrangements is arrived at 164381 lakh, as presented in Annexure 5.4 .

5.4.1 Classification of minor heads/ sub-heads

Unit-III has been divided into the following minor heads classified as direct and indirect charges .

A. Direct charges Direct charges include the following items: Rs. in lakh Works 152886 Establishment 9060 Tools & Plants (Ordinary) 906 Suspense - Receipts &recoveries on capital account - Sub-total 162852 B. Indirect charges Indirect charges include the following: Rs. in lakh a) Audit and account charges 1529 Sub-total 1529 Total cost of lifting arrangements of the link project 164381

5.4.2 A. Direct charges

I-Works

‘J &S’ Power plant civil & electrical works

Cost of civil & electrical works for the pumping plant works out to Rs.150999 lakh. The details are given in Annexure 5.4.1 . & 5.4.2.

‘P’ Maintenance

A lump sum provision of Rs. 1509 lakh @ 1% of cost of civil & electrical works under I-Works is made under this sub-head for the maintenance work during construction period as shown in Annexure 5.4 .

‘Y’ Losses on stock and unforeseen

A provision of Rs. 378 lakh at 0.25% of cost of civil & electrical works under I- Works is made in the estimate under this sub-head.

II - Establishment

An amount of Rs . 9060 lakh is provided under this sub-head towards the cost of establishment including leave and pension charges at 6 % on civil & electrical works under I-Works.

III –Tools & Plants (Ordinary)

A sum of Rs. 906 lakh is provided under this sub-head to cover the cost of survey instruments, camp equipment, office furniture and equipment and other small tools at 0.6% of the cost of civil and electrical works under I-Works.

IV – Suspense

The net provision under this minor head will be "Nil.' as all the outstandingsuspense accounts are expected to be cleared by adjustment to appropriate headson completion ofthe project.

V – Receipts & Recoveries

No provision is kept under this head.

5.4.3 B. Indirect Charges

Audit and Account charges

A provision of Rs . 1529 lakh is made under this head at about 1% of the cost of I-Works to cover the Audit and Accounts charges.

5.5 Unit IV – On farm Development

This head covers the cost involved for on farm development works such as land levelling, modernization of drainage, communications etc. in the command area of 338500 ha. A lump sum provision of Rs. 4000/- per ha is considered for this head and the cost of On-farm development works out to Rs 13540 lakh .

Chapter 6

Construction programme and Manpower and plant planning

6.1 Construction programme The construction work of Wainganga (Gosikhurd) – Nalganga (Purna Tapi) link project is proposed to be completed in 5 years. It is proposed to complete all the preliminary works such as additional surveys as required, design studies, laboratory tests, and construction of approach roads etc. in the first 2 years. The process of land acquisition, afforestation, procurement of machinery and T&P are proposed to be taken up from the first year itself and can be completed by the end of second year. Construction of colonies and approach roads for the same and lying of electric lines shall also be completed by the end of second year. The construction/ modification of headworks and head regulator is planned to be completed in fifth year. The excavation of canals is to commence from third year and is proposed to be completed by the end of fifth year. Construction of the cross drainage and cross masonry (CD and CM) works are also proposed to be commenced in third year and completed by the end of fifth year. The lining work of the entire length of main canal and branch canals will be started in third year simultaneously and the same will be completed by the end of fifth year. The storages/tanks in the command area are proposed to be completed during third and fourth years. The distributary system, drainage system and command area development are programmed to be taken-up in the fourth year and would be completed by fifth year. Construction of pump houses and installation of pumping system on link canal will be taken up in fourth year and is to be completed by fifth year. Annexure 6.1 depicts the construction schedule of the above events of works of the link project. The unit wise construction programme is given in the following paras.

Unit I - Head works

The Gosikhurd project has already been completed up to FRL. Some modifications, if any to the dam and construction of the head regulator are proposed to be commenced and completed in the fifth year.

Unit II – Conveyance System including lifting arrangements

The process of land acquisition, afforestation (environmental aspects), procurement of machinery and T&P are proposed to be taken-up from the first year itself and can be completed by the end of second year. Construction of colonies and approach roads for the same and installation of electric lines shall also be completed by the end of second year. The excavation of canals is to commence from third year and is proposed to be completed by the end of fifth year. Construction of the cross drainage and cross masonry (CD and CM) works are also proposed to be commenced in third year and completed by the end of fifth year. The storages/ tanks in the command area are proposed to be completed during third and fourth years. The lining work of the entire length of main canal and branch canals will also be started in third year simultaneously and will be completed by the end of fifth year. The distributory system as well as drainage including command area development are programmed to be taken-up in the third year and would be completed by fourth year.

Unit III - Lifting arrangements

Constructions of pump houses and installation of pumping system on link canal will be taken up in fourth year and completed during the fifth year.

6.2 Material planning

The works broadly comprise the following items

(i) Construction of head regulator (ii) Construction of link canal, branch canals, distributaries, field channels and allied works. (iii) Construction of CD & CM works. (iv) Construction of enroute storages and tanks. (v) Construction of pump houses and installation of pumping system.

The availability of all the construction materials like soil for embankments, sand and coarse aggregates would be ascertained while taking up survey & investigations. Cement and steel required can be procured from places identified for the purpose, which are well connected by roads and railways.

6.3 Plant and machinery planning

The special tools and plants required for construction of the link project are shown in Table 6.1

Table 6.1

Requirement of special tools and plants for construction of link canal

Sr. No Item No. I. “Q” Special tools and plants (Machinery)

1 Hydraulic Excavator 3.8 m 3 14 2 Hydraulic Excavator 2.84 m 3 2 3 Rear dumper 35 T 87 4 Wagon drills 8 5 Air compressors 40 cft 8 6 Concrete mixer 1077 cft 4 7 Concrete mixer 1 m 3 with weight batcher 8 8 Dozer 320 HP 3 9 Water tanker 7500 Lts. 13 10 Water pump 10 HP 6 11 Vibrator rollers 3 12 Trucks 8 – 10T 26 13 Motorised water tanker 7500 Lts. 40 14 Trailors 25 T 2 15 Trailors 40 T 2 16 Pneumatic tractor 50 HP 24 17 Trailors 7.5 T 24 18 Crane 10 T 2 19 Generator 75 kVA 3 20 Water pump 8 21 Workshop equipment 71 22 Dewatering equipment 8 23 Explosive van 2

II Inspection and transportation vehicles

24 Jeeps 99 25 Cars 6 26 Ambulances 2 27 Buses 2 28 Station wagons 24 29 Jeep trailers 16

6.4 Manpower planning

It is proposed to have, in all, four Circle offices including a Designs Circle under the administration of one Chief Engineer’s office to be located at Nagpur. The three construction circles will have four Divisions each located at various places along the canal alignment for effective execution of works. In addition to this, each Circle office will have one Mechanical Division. It is proposed to open three divisions under the Designs Circle. It is also proposed to have two Pay & Accounts Offices to facilitate the fiscal transactions in respect of the works and other payments like Salaries, T.A & D.A etc. to the personnel working in the project offices. Two Special Deputy Collector’s offices are also proposed to be set up for the land acquisition and other related works. Suitable places along the link alignment have been tentatively identified to facilitate effective monitoring and control over the execution of various works. A chart showing the administrative set-up of offices with tentative locations of various offices is given at Annexure 6.2.

6.5 Programme of year-wise expenditure

The total cost of the Wainganga (Gosikhurd) – Nalganga (Purna Tapi) link project is estimated to be 1493884 lakh at 2014-15 price level. Table 6.2 shows the tentative year-wise distribution of the expenditure for construction of the link project, so as to complete the same within the proposed period of 5 years. A bar chart depicting the annual financial outlay is given at Annexure 6.3 .

Table 6.2 Year-wise expenditure for the construction of the link canal

Expenditure (Rs. in lakhs) Unit-I Unit-Ii Unit-III Unit-IV Total

st 1 - 118739 - - 118739 nd 2 - 119405 - - 119405 3rd - 261595 - 6770 268365 4th 406021 82190 6770 494981 5th 5600 404603 82191 492394 5600 1210363 164381 13540 1493884 If financial allocations are made in accordance with the above proposed year-wise distribution, duly increasing the same to accommodate the likely inflation and planning & deployment of men and material is properly done, the construction of the project can be completed within the proposed period of 5 years.

Chapter 7 Environmental aspects ______

7.1 Basic information

7.1.1 The catchment

The catchment area of river Wainganga upto Gosikhurd dam site is 34862 km 2 out of which 24243 km 2 lies in Madhya Pradesh and remaining 10619 km 2 lies in Maharashtra.

7.1.2 Land acquisition for link canal

For construction of 469.1 km long link canal, a total area of about 6502 ha will have to be acquired. Out of this, 4258 ha is required for main canal, 35 ha for offices & staff colonies, 8ha for canal pump houses and 2201ha for borrow areas. The depth of excavation of borrow areas for filling material of embankments, is assumed to be 2.50m . Due care has been taken to avoid the villages and towns en route except in rare cases where it is unavoidable, thus minimizing the problem of rehabilitation. The link, in the surveyed reach of about 185.9 km so far, passes through only one village ‘Gumgaon colony’, which mainly consists of a few housesavoiding of which will involve detouring of the link canal for considerable reach and may likely to be costly. The abstract of land required is furnished in Annexure 7.1. The computation details of land for various uses are shown in Annexure 7.1.1. to 7.1.3. The type of land that is likely to be acquired comprises of garden land of 6232 ha, poramboke (Govt. land) 214ha and forest land of 56 ha spreading over seven small patches.

7.1.3 Environmental and ecological aspects of Gosikhurd reservoir

Like any other major water resources project, the Gosikhurd project too has submergence problems. Since the project is already constructed by the Govt. of Maharashtra, no additional submergence is involved in the present project proposals. Relevant details connected with submergence of Gosikhurd project are discussed here.

85 villages would be submerged fully under the dam constructed across Wainganga river at Gosikhurd village in Bhandara district. These include 51 villages in Kuhi and Bhiwapur tahsils of Nagpur district and 34 villages in Bhandara district. A part of agricultural land would be submerged in 97 other villages in both the districts. In all, over 64,000 persons from about 15000 households in 182 villages in these districts are likely to

45 be affected by the project. Though the dam is constructed for its full height, presently limited impoundment of water is only being done for want of completion of rehabilitation process of Project affected people.

7.2 Rehabilitation package

The following are the measures announced by the Govt. of Maharashtra to rehabilitate the project affected people. 1. Five percent reservation to the displaced persons in recognized Govt. services. 2. The State Government would offer the project-affected people to choose piece of land that would come under irrigation after completion of the dam. Such farmers will have to pay 65 per cent of the compensation received by them, besides the difference between the market value of the irrigated land and the compensation deposited. 3. Free housing would be provided to the landless farmers and farm labourers from the project-affected area under the Indira Awas Yojana. 4. The rehabilitation programme has been planned under three phases- first stage upto RL 239 m; second stage upto RL 241 m and third stage upto RL 245 m. All phases of rehabilitation programme would be taken up simultaneously 7.3 The benefits

The Gosikhurd project would benefit over 2 50 000 hectare land in three districts of Bhandara, Nagpur and Chandrapur besides providing drinking water to a number of villages and towns. The link canal would bring new areas to the extent of 338500 ha in Nagpur, Chandrapur, Wardha, Yeotmal, Amravati, Akola, Buldhana and Jalgaon districts of Maharashtra under irrigation, benefiting most of the Vidarbha region struggling for irrigation facilities for long.

7.4 Proposed period of construction The Wainganga (Gosikhurd) – Nalganag (Purna Tapi) link involves construction of head regulator, link canal, CD & CM works, construction of pump houses & lifting arrangements, enroute storages/tanks and development of command area. The project is scheduled to be completed in 5 years taking up simultaneously, the head works and the conveyance system. The detailed construction programme is discussed in Chapter 6: Construction programme and manpower and plant planning.

7.5 Labour potential The employment generation per crore of rupees of the cost of the project is 4 persons in case of a major project comprising of 6.63% engineers, 6.73% technical personnel, 7.76% skilled & semi-skilled workers, 46

60.22% unskilled labour and 18.66% clerical staff. This expenditure on manpower includes expenditure on pay and allowances, bonus, social security, office expenses and traveling expenses.

The total expenditure on the Wainganga (Gosikhurd) – Nalganag (Purna Tapi) link project is Rs . 1493884 lakh. The annual manpower required for the construction of the project will be 11950 persons considering the cost of the project. This manpower comprises 792 engineers, 804 other technical, 927 skilled & semi skilled, 7197 unskilled and 2230 clerical personnel. The details are furnished in Annexure 7.2. The bar chart showing the man power planning is shown in Fig 7.1.

Chapter 8

Economic analysis ______

8.1 Benefits

The proposed Wainganga (Gosikhurd) – Nalganga (Purna Tapi) link project carries waters to irrigate needy areas in Vidarbha region to an extent of 338500 ha at 100% intensity in Vidarbha region in the state of Maharashtra. Besides irrigation, it caters to the municipal water needs of the command areas. Direct benefits from these uses are derived in terms of annual monetary value so as to analyse the project for its economic viability.

8.1.1 Direct benefits The gross annual benefits from irrigation in terms of monetary value from various crops is worked out for the command under each branch canal based on the likely yield per hectare for respective crops in both pre & post irrigation scenarios and the prevailing market values of the produce. The details are furnished in Annexure 8.1.1. The input cost of agriculture for seeds, manure and labour is worked out for the command in both the scenarios as shown in Annexure 8.1.2. Then, the annual net benefits from irrigation are worked out considering the dung receipts, input cost, depreciation, share & cash rent and land revenue for both pre and post irrigation scenarios as detailed in Annexure8.1.3. The net annual irrigation benefits from the entire command are estimated to be Rs . 290531 lakh.

The total population in the command area of 338500 ha is proposed to be provided with municipal water supply to the tune of 31 Mm 3 The annual net revenue from the municipal water supplies adopting the tariff per kilolitre as per the guidelines of Maharashtra Water Resources Regulatory Authority in post project scenario is estimated to be Rs. (-) 1783 lakh. The details are furnished in Annexure 8.1.4.

Thus, the total direct annual benefits from irrigation and municipal water supply work out to Rs. 288748 lakh and the abstract is furnished in Annexure 8.1 .

8.1.2 Indirect benefits Apart from the direct benefits, many indirect benefits would accrue from the link project leading to tremendous development in the overall socio-economic status of the region en route. These indirect benefits could be visualized or quantified in broad perspective only. Some of these likely indirect benefits are listed below.

(1) Assured irrigation in the region en route, which has been hitherto devoid of any significant irrigation facilities, will create direct employment opportunities for the agricultural labours and for other professionals in this sector and thus several job opportunities would become available for the local people during the construction of the project. (2) With the implementation of the scheme, living standards of the local farmers, in general, would improve because of better yields from their fields and hence higher returns for their work. (3) Once the irrigation facilities are developed, agro-based industries, dairy farms, poultry farms, marketing facilities for the agricultural inputs like pesticides and fertilizers etc. as well as similar industries for processing & marketing agricultural outputs are likely to come up in the region, leading to general prosperity and economic up-liftment of the people of the towns and villages in the en route area. (4) The ground water availability in the command area would get enhanced on account of increased recharge to the ground water as a part of the water supplied for irrigation gets percolated into the ground. (5) Better communication facilities would become available resulting in better connectivity among the villages. (6) Infrastructure facilities would improve due to increased industrial and marketing activity in the en route region. (7) Plantation along the canal banks and the proposed afforestation of surrounding areas would enhance environmental aesthetics of the region.

8.2 Cost The cost of the link project is estimated under four main components viz. Unit-I: Head works, Unit-II: Conveyance system, Unit-III: Lifting arrangements and Unit-IV On farm Development. The total cost of the project is estimated to be Rs . 1493884 lakh based on 2014-15 price level. The details are given in Chapter-5: Estimates. For the purpose of working out the benefit-cost ratio, the annual cost is worked out considering 10% interest on estimated total cost of the project (including land development), 1% depreciation on cost of the project, depreciation at 5% on cost of power & pumping system, annual charges of power for lifting, annual

49 operation & maintenance charges in the command and maintenance of head works at 1% and maintenance of pumping system at 2% of their respective costs. The annual cost is worked out to be Rs. 187800 lakh. 8.3 Benefit-cost ratio (BCR) The Benefit- Cost ratio has been computed based on the annual benefits and annual cost to be 1.54. The computations are furnished in Annexure 8.2.

8.4 Internal rate of return (IRR) The internal rate of return is worked out considering the project cost, construction period and present worth of cost and benefits. The IRR is estimated to be 14.02 %. The computations are furnished in Annexure 8.3.

8.5 Economic parameters Various economic parameters are worked out for the link project based on the statistics available. The capital cost and the annual cost of the link project for diversion of one cum of water are worked out to Rs.78.13 and Rs.9.82 respectively. The total direct annual benefits are worked out to Rs.15.10 per one cum of water proposed to be transferred. The direct net benefit from agriculture due to introduction of irrigation through the link project is Rs.85829 per ha of CCA. The details are shown in Annexure 8.4.

List of Annexures Annexure Description of item Page no. Hydrology & Water Availability 2.1 Area - Capacity table of Gosikhurd reservoir 54

Water and irrigation planning 3.1 (a) Suggested cropping pattern under each branch canal in the command area 55 3.1 (b) Gross irrigation requirement (GIR) in enroute sub-basins 56 Month - wise crop water requirement for the command under each branch 3.2 57 canal 3.3 Computation of municipal water requirements 67 3.4 Computation of transmission losses 68 3.5 Month-wise demands of various command areas served by link canal 70

Design & Layout 4.1 Cutoff statement for the peak discharge in September 72 4.2 Design of canal sections 73 4.3 Head loss statement 77 4.4 Power requirement of link canal project 118 4.4.1 Lifting arrangements at RD 3.3 km (Stage-I) 119 4.4.2 Lifting arrangements at RD 20.97 km (Stage II) 123 4.4.3 Lifting arrangements at RD 40.00 km (Stage-III) 128 4.4.4 Lifting arrangements at RD 284.40 km (Stage-IV) 132

Estimates 5.1 Abstract of Cost of Link Project 137 5.2 Unit-I Head Works - Abstract of Cost 137 5.2.1 Cost of Unit-I-Head Works (Based on water utilisation) 138 5.3 Unit - II : Conveyance system 139 5.3.1 B - Land - General Abstract 141 Cost of land acquisition for main canal, offices, staff colonies, borrow areas 5.3.1.1 141 and pump houses 5.3.1.2 Cost of land acquisition for branch canal & distributary system 142 5.3.1.3 Cost of land acquisition for field channels 143 5.3.2 D-Regulators General Abstract 144 5.3.2.1 Cost of cross regulators on link canal 144 5.3.2.2 Cost of off-take sluices of branch canals from link canal 145 5.3.2.3 Cost of cross regulators and offtake sluices on branch canals 146

5.3.3 F-Cross drainage works - General Abstract 147 5.3.3.1 Cost of aqueducts 148 5.3.3.2 Cost of undertunnels 150 5.3.3.3 Cost of superpassages 154 5.3.4 G - Bridges - General Abstract 156 5.3.4.1 Cost of single lane road bridges 157 5.3.4.2 Cost of double lane road bridges 164 5.3.4.3 Cost of railway bridges 167 5.3.5 H-Escape regulators 168 5.3.6 K-Buildings - General Abstract 169 5.3.6.1 Details of residential buildings 170 5.3.6.2 Details of non-residential buildings 170 5.3.6.3 Details of cost of buildings 171 5.3.7 L-Earthwork & Lining - General Abstract 171 5.3.7.1 Details of earthwork for main canal 172 5.3.7.2 Cost of earthwork for branch canals 188 5.3.7.3 Details of lining for link canal 189 5.3.7.4 Cost of lining for branch canals 194 5.3.8 M - Plantation 195 5.3.9 N - Tanks & Reservoirs 195 5.3.10 O - Miscellaneous 196 5.3.11 P - Maintenance 197 5.3.12 Q-Special Tools & Plants 198 5.3.12.1 Estimate for Q-Special Tools & Plants 199 5.3.13 R-Communications 200 5.3.14 U - Distributaries, minors and subminors 201 5.3.15 V-Water courses / field channels 201 5.3.16 W-Drainage 202 5.3.17 X-Environment & ecology 203 5.4 Unit - III: Lifting arrangements - Abstract of Cost 204 Cost estimate of J & S - Pumphouse civil & electrical works for the lifting 5.4.1 205 arrangements - Abstract of Cost Cost estimate of J & S - Pumphouse civil & electrical works for the lifting 5.4.2 207 arrangements

Construction programme and Manpower and plant planning 6.1 Construction Schedule 207 6.2 Administrative Setup 209 52

6.3 Annual Financial Outlay 210

Environmental aspects 7.1 Land acquisition for the link canal project 211 7.1.1 Details of land acquisition for main canal 212 7.1.2 Details of land acquisition for offices and staff colonies 221 7.1.3 Details of land acquisition for borrow areas 222 7.2 Fig 7.1 Man power planning 224 7.1 Details of manpower/employment generated in the link canal project 225

Economic analysis 8.1 Abstract of benefits 226 8.1.1 Gross Value of Produce under branch canals 226 8.1.2 Input cost of agriculture under branch canals 228 8.1.3 Annual net benefits from the project 230 8.1.4 Net benefits from municipal water supply 231 8.2 Benefit Cost Ratio 232 8.3 Internal Rate of Return (IRR) 233 8.4 Economic Parameters 234

Annexure: 2.1 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project

Area - Capacity table of Gosikhurd reservoir

Capacity Water between Sl. Contour Cumulative RL spread Root of area two No. interval capacity area successive contours m m Mm 2 Mm 2 Mm 3 Mm 3

1 222.675 - 2 224.000 1.325 0.39897 0.63164 0.17621 0.18 3 226.000 2.000 2.28364 1.51117 2.42475 2.60 4 228.000 2.000 6.16612 2.48317 8.13483 10.73 5 230.000 2.000 11.29948 3.36147 17.20847 27.94 6 232.000 2.000 15.84810 3.98097 27.01966 54.96 7 234.000 2.000 24.35545 4.93512 39.90008 94.86 8 235.600 1.600 33.02901 5.74709 45.73175 140.59 9 236.000 0.400 35.19740 5.93274 13.64299 154.23 10 238.000 2.000 53.52500 7.31608 88.08453 242.31 11 238.500 0.500 56.30000 7.50333 27.45333 269.76 12 240.000 1.500 71.84240 8.47599 95.87028 365.63 13 241.290 1.290 102.82200 10.14012 112.06314 477.69 14 242.000 0.710 119.87270 10.94864 78.97927 556.67 15 244.000 2.000 174.24724 13.20027 292.42996 849.10 16 245.000 1.000 205.93091 14.35029 189.86862 1038.97 17 245.500 0.500 222.96546 14.93203 107.19589 1146.17 18 246.000 0.500 269.29825 16.41031 122.88383 1269.05 19 247.000 1.000 207.93091 14.41981 237.95424 1507.00 20 248.000 1.000 208.93091 14.45444 208.43070 1715.43 21 249.000 1.000 209.93091 14.48899 209.43069 1924.86 22 250.000 1.000 210.93091 14.52346 210.43070 2135.29

Source : Gosikhurd project report, 1982 as updated from time to time

Annexure: 3.1(a) Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project

Suggested cropping pattern under each branch canal in the command area

Branch Canal Season / Tale- Murti- Kham- Crop Umrer Bor Rohna Bembla Amaravati Paras Janmer gaon japur gaon

Kharif Paddy 20 20 20 20 20 20 20 20 20 20 Groundnut 14 12 12 12 12 12 12 12 12 12 Cotton 10 12 12 12 12 12 12 12 12 12 Jowar 4 8 8 8 8 8 8 8 8 8 Maize 4 4 4 4 4 4 4 4 4 4 Fodder 4 4 4 4 4 4 4 4 4 4 Pulses 4 4 4 4 4 4 4 4 4 4 Chillies 4 ------

Rabi Wheat 20 16 16 16 16 16 16 16 16 16 Groundnut - 12 12 12 12 12 12 12 12 12 Jowar 6 4 4 4 4 4 4 4 4 4 Pulses 6 4 4 4 4 4 4 4 4 4 Vegetables 4 ------

Total 100 100 100 100 100 100 100 100 100 100

Annexure: 3.1 (b) Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Gross irrigation requirement (GIR) in enroute sub-basins

Season / Wainganga Wardha Penganga Tapi Crop %CCA GIR %CCA GIR %CCA GIR %CCA GIR

Kharif Paddy 32 1.430 16 1.459 18 1.553 16 1.480 Groundnut 4 0.094 4 0.122 6 0.125 - - Cotton 4 0.295 16 0.378 18 0.42 - - Jowar 8 0.108 8 0.130 18 0.148 10 0.180 Bajra - - 4 0.056 - - 6 0.180 Maize 4 0.118 4 0.157 12 0.161 5 0.180 Fodder 2 0.108 4 0.130 6 0.148 - - Pulses 4 0.055 4 0.063 6 0.12 - - Oilseeds ------5 0.180 Chillies 2 0.220 ------

Rabi Wheat 16 0.288 20 0.430 36 0.473 16 0.580 Groundnut - - 4 0.341 6 0.366 - - Jowar 8 0.326 8 0.471 6 0.517 11 0.52 Pulses 8 0.302 8 0.312 6 0.358 4 0.54 Vegetables 4 0.452 ------Potatoes ------2 0.65

Perennial Sugarcane 4 1.033 100 100 138 75

Annexure: 3.2 (1/10) Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Month-wise crop water requirement for the command under Umrer branch canal Unit: Mm 3 % of CCA Area Total Crop Jan. Feb. March April May June 25000 ha Requirement Kharif Paddy 20 5000 - - - - - 3.32 Groundnut 14 3500 - - - - - 0.32 Cotton 10 2500 - - - - 1.59 0.88 Jowar 4 1000 - - - - - Maize 4 1000 ------Fodder 4 1000 ------Pulses 4 1000 Chillies 4 1000 - - - 0.07

Rabi Wheat 20 5000 4.18 0.8 - - - - Jowar 6 1500 1.04 0.56 Pulses 6 1500 1.68 1.14 0.09 Vegetables 4 1000 1.05 1.51

Total 100 25000 8.0 4.0 0.1 0.0 1.6 4.6

Crop % of CCA Area Total July August Sept. October Nov. Dec. 25000 ha requirement

Kharif

Paddy 20 5000 25.04 15.79 15.5 12.27 - - 71.92 Groundnut 14 3500 0.69 0.89 0.74 0.66 - - 3.3 Cotton 10 2500 0.49 0.7 0.79 2.11 0.81 7.37 Jowar 4 1000 0.08 0.19 0.29 0.51 - - 1.07 Maize 4 1000 0.08 0.19 0.31 0.6 - - 1.18 Fodder 4 1000 0.08 0.19 0.29 0.51 - - 1.07 Pulses 4 1000 0.14 0.28 0.14 0.56 Chillies 4 1000 0.2 0.28 0.31 0.57 0.65 0.13 2.21 88.68 Rabi Wheat 20 5000 - - - - 2.98 6.45 14.41 Jowar 6 1500 - - - 0.37 1.08 1.84 4.89 Pulses 6 1500 - - - 0.35 1.26 4.52 Vegetables 4 1000 - - - 0.67 1.29 4.52 28.34

Total 100 25000 26.8 18.5 18.4 17.6 6.5 11.0 117

Annexure: 3.2 (2/10)

3 Month-wise crop water requirement for the command under Bor branch canal Unit: Mm Total % of CCA Area Crop Jan. Feb. March April May June requirement 41000 ha Kharif Paddy 20 8200 - - - - - 5.61 Groundnut 12 4920 - - - - - 0.53 Cotton 12 4920 - - - - 4.08 2.49 Jowar 8 3280 - - - - - Maize 4 1640 - - - - - Fodder 4 1640 ------Pulses 4 1640

Rabi Wheat 16 6560 9.37 1.78 - - - - Groundnut 12 4920 3.07 Jowar 4 1640 2.04 0.82 Pulses 4 1640 Total 100 41000 14.5 2.6 0 0 4.1 8.6

Unit: Mm 3

Total % of CCA Area Crop July August Sept. October Nov. Dec. requirement 41000 ha Kharif Paddy 20 8200 40.68 26.24 25.41 21.71 - - 119.65 Groundnut 12 4920 1.14 1.91 1.14 1.28 - - 6 Cotton 12 4920 1.14 1.62 1.59 5.13 2.54 18.59 Jowar 8 3280 0.32 0.72 1.01 2.20 - - 4.25 Maize 4 1640 0.16 0.63 0.53 1.26 - - 2.58 Fodder 4 1640 0.16 0.36 0.5 1.10 - - 2.12 Pulses 4 1640 0.27 0.54 0.23 1.04 154.23 Rabi Wheat 16 6560 - - - - 6.2 10.88 28.23 Groundnut 12 4920 - - - 1.59 5.51 6.6 16.77 Jowar 4 1640 - - - 0.44 1.84 2.59 7.73 Pulses 4 1640 - - - 1.1 2.86 1.15 5.11 57.84 Total 100 41000 43.9 32 30.4 35.8 19 21.2 212

Annexure: 3.2 (3/10) Unit: Mm 3 Month - wise crop water requirement for the command under Rohna branch canal Unit: Mm 3 Total % of CCA Area Crop Jan. Feb. March April May June requirement 37000 ha Kharif Paddy 20 7400 - - - - - 5.07 Groundnut 12 4440 - - - - - 0.48 Cotton 12 4440 - - - - 3.68 2.24 Jowar 8 2960 - - - - - Maize 4 1480 - - - - - Fodder 4 1480 ------Pulses 4 1480

Rabi Wheat 16 5920 8.46 1.6 - - - - Groundnut 12 4440 2.77 Jowar 4 1480 1.84 0.74 Pulses 4 1480

Total 100 37000 13.1 2.3 0 0 3.7 7.8 Unit: Mm 3

Total % of CCA Area Crop July August Sept. October Nov. Dec. requirement 37000 ha Kharif Paddy 20 7400 36.72 23.68 22.93 19.59 - - 107.99 Groundnut 12 4440 1.03 1.72 1.03 1.15 - - 5.41 Cotton 12 4440 1.03 1.46 1.44 4.63 2.29 16.77 Jowar 8 2960 0.29 0.65 0.91 1.99 - - 3.84 Maize 4 1480 0.15 0.57 0.48 1.13 - - 2.33 Fodder 4 1480 0.15 0.32 0.45 0.99 - - 1.91 Pulses 4 1480 0.24 0.49 0.2 0.93 139.18 Rabi Wheat 16 5920 - - - - 5.6 9.82 25.48 Groundnut 12 4440 - - - 1.44 4.97 5.96 15.14 Jowar 4 1480 - - - 0.4 1.66 2.34 6.98 Pulses 4 1480 - - - 0.99 2.58 1.04 4.61 52.21 Total 100 37000 39.6 28.9 27.4 32.3 17.1 19.2 191

Annexure: 3.2 (4/10) Month - wise crop water requirement for the command under Talegaon branch canal Unit: Mm 3 Total % of CCA Area Crop Jan. Feb. March April May June requirement 37000 ha Kharif Paddy 20 7400 - - - - - 5.07 Groundnut 12 4440 - - - - - 0.48 Cotton 12 4440 - - - - 3.68 2.24 Jowar 8 2960 - - - - - Maize 4 1480 - - - - - Fodder 4 1480 ------Pulses 4 1480

Rabi Wheat 16 5920 8.46 1.6 - - - - Groundnut 12 4440 2.77 Jowar 4 1480 1.84 0.74 Pulses 4 1480

Total 100 37000 13.1 2.3 0.0 0.0 3.7 7.8

Unit: Mm 3

Annexure: 3.2 (5/10) Month - wise crop water requirement for the command under Bembla branch canal Total % of CCA Area Crop Jan. Feb. March April May June requirement 22000 ha Kharif Paddy 20 4400 - - - - - 3.01 Groundnut 12 2640 - - - - - 0.28 Cotton 12 2640 - - - - 2.19 1.33 Jowar 8 1760 - - - - - Maize 4 880 - - - - - Fodder 4 880 ------Pulses 4 880

Rabi Wheat 16 3520 5.03 0.95 - - - - Groundnut 12 2640 1.65 Jowar 4 880 1.1 0.44 Pulses 4 880

Total 100 22000 7.8 1.4 0.0 0.0 2.2 4.6

Unit: Mm 3

Total % of CCA Area Crop July August Sept. October Nov. Dec. requirement 22000 ha Kharif Paddy 20 4400 21.83 14.08 13.63 11.65 - - 64.2 Groundnut 12 2640 0.61 1.02 0.61 0.69 - - 3.21 Cotton 12 2640 0.61 0.87 0.85 2.76 1.36 9.97 Jowar 8 1760 0.17 0.38 0.54 1.18 - - 2.27 Maize 4 880 0.09 0.34 0.28 0.67 - - 1.38 Fodder 4 880 0.09 0.19 0.27 0.59 - - 1.14 Pulses 4 880 0.14 0.29 0.12 0.55 82.72 Rabi Wheat 16 3520 - - - - 3.33 5.84 15.15 Groundnut 12 2640 - - - 0.85 2.96 3.54 9 Jowar 4 880 - - - 0.24 0.99 1.39 4.16 Pulses 4 880 - - - 0.59 1.53 0.62 2.74 31.05 Total 100 22000 23.5 17.2 16.3 19.2 10.2 11.4 114 61

Annexure: 3.2 (6/10) Month - wise crop water requirement for the command under Amaravati branch canal Total % of CCA Area Crop Jan. Feb. March April May June requirement 37000 ha Kharif Paddy 20 7400 - - - - - 1.95 Groundnut 12 4440 - - - - - 1.02 Cotton 12 4440 - - - - 3.66 2.19 Jowar 8 2960 - - - - - Maize 4 1480 - - - - - Fodder 4 1480 - - - - - 1.16 Pulses 4 1480 0 Rabi 0 Wheat 16 5920 7.6 1.6 - - - - Groundnut 12 4440 2.77 Jowar 4 1480 1.84 0.74 Pulses 4 1480

Total 100 37000 12 2 0 0 4 6

Total % of CCA Area Crop July August Sept. October Nov. Dec. requir ement 37000 ha Kharif Paddy 20 7400 33.31 27.97 27.11 23.17 - - 113.51 Groundnut 12 4440 1.02 1.32 1.02 1.15 - - 5.53 Cotton 12 4440 1.02 1.46 1.44 4.63 2.29 16.69 Jowar 8 2960 0.3 0.63 0.9 2.06 - - 3.89 Maize 4 1480 0.15 0.32 0.48 1.16 - - 2.11 Fodder 4 1480 0.15 0.31 0.45 1.03 - - 3.1 Pulses 4 1480 0.24 0.49 0.71 1.44 146.27 Rabi Wheat 16 5920 - - - - 4.52 9.82 23.54 Groundnut 12 4440 - - - 0.63 4.97 5.96 14.33 Jowar 4 1480 - - - 0.13 1.67 2.31 6.69 Pulses 4 1480 - - - 0.72 2.58 2.65 5.95 Vegetables 50.51 Total 100 37000 36 33 32 35 16 21 197 62

Annexure: 3.2 (7/10) Month - wise crop water requirement for the command under Murtajapur branch canal Total % of CCA Unit: Area Jan. Feb. March April May June 3 requirement Mm Crop 20000 ha Kharif Paddy 20 4000 - - - - - 1.05 Groundnut 12 2400 - - - - - 0.55 Cotton 12 2400 - - - - 1.98 1.18 Jowar 8 1600 - - - - - Maize 4 800 - - - - - Fodder 4 800 - - - - - 0.63 Pulses 4 800

Rabi Wheat 16 3200 4.11 0.87 - - - - Groundnut 12 2400 1.5 Jowar 4 800 1 0.4 Pulses 4 800

Total 100 20000 7 1 0 0 2 3

% of CCA Area Total Crop July August Sept. October Nov. Dec. 20000 ha requirement Kharif Paddy 20 4000 18 15.12 14.65 12.52 - - 61.34 Groundnut 12 2400 0.55 0.71 0.55 0.62 - - 2.98 Cotton 12 2400 0.55 0.79 0.78 2.5 1.24 9.02 Jowar 8 1600 0.16 0.34 0.49 1.11 - - 2.1 Maize 4 800 0.08 0.17 0.26 0.63 - - 1.14 Fodder 4 800 0.08 0.17 0.24 0.56 - - 1.68 Pulses 4 800 0.13 0.26 0.39 0.78 79.04 Rabi Wheat 16 3200 - - - - 2.44 5.31 12.73 Groundnut 12 2400 - - - 0.34 2.69 3.22 7.75 Jowar 4 800 - - - 0.07 0.9 1.25 3.62 Pulses 4 800 - - - 0.39 1.39 1.43 3.21 Vegetables 27.31

Total 100 20000 20 18 17 19 9 11 107

Annexure: 3.2 (8/10) Month - wise crop water requirement for the command under Paras branch canal Total % of CCA Area Crop Jan. Feb. March April May June requirement 41000 ha Kharif Paddy 20 8200 - - - - - 2.16 Groundnut 12 4920 - - - - - 1.13 Cotton 12 4920 - - - - 4.05 2.43 Jowar 8 3280 - - - - - Maize 4 1640 - - - - - Fodder 4 1640 - - - - - 1.29 Pulses 4 1640 0 Rabi 0 Wheat 16 6560 8.42 1.78 - - - - Groundnut 12 4920 3.07 Jowar 4 1640 2.04 0.82 Pulses 4 1640

Total 100 41000 14 3 0 0 4 7

% of CCA Area Total Crop July August Sept. October Nov. Dec. 41000 ha requirement Kharif Paddy 20 8200 36.91 31 30.04 25.67 - - 125.78 Groundnut 12 4920 1.13 1.46 1.13 1.28 - - 6.13 Cotton 12 4920 1.13 1.62 1.59 5.13 2.54 18.49 Jowar 8 3280 0.33 0.69 1 2.28 - - 4.3 Maize 4 1640 0.16 0.36 0.53 1.29 - - 2.34 Fodder 4 1640 0.17 0.35 0.5 1.14 - - 3.45 Pulses 4 1640 0.27 0.54 0.79 1.6 162.09 Rabi Wheat 16 6560 - - - - 5.01 10.88 26.09 Groundnut 12 4920 - - - 0.7 5.51 6.6 15.88 Jowar 4 1640 - - - 0.14 1.85 2.56 7.41 Pulses 4 1640 - - - 0.8 2.86 2.94 6.6 Vegetables 55.98 Total 100 41000 40 36 36 38 18 23 219

Annexure: 3.2 (9/10) Month - wise crop water requirement for the command under Khamgaon branch canal Total % of CCA Area Crop Jan. Feb. March April May June requirement 41000 ha Kharif Paddy 20 8200 - - - - - 2.16 Groundnut 12 4920 - - - - - 1.13 Cotton 12 4920 - - - - 4.05 2.43 Jowar 8 3280 - - - - - Maize 4 1640 - - - - - Fodder 4 1640 - - - - - 1.29 Pulses 4 1640 0 Rabi 0 Wheat 16 6560 8.42 1.78 - - - - Groundnut 12 4920 3.07 Jowar 4 1640 2.04 0.82 Pulses 4 1640

Total 100 41000 14 3 0 0 4 7

% of CCA Area Total Crop July August Sept. October Nov. Dec. 41000 ha requirement Kharif Paddy 20 8200 36.91 31 30.04 25.67 - - 125.78 Groundnut 12 4920 1.13 1.46 1.13 1.28 - - 6.13 Cotton 12 4920 1.13 1.62 1.59 5.13 2.54 18.49 Jowar 8 3280 0.33 0.69 1 2.28 - - 4.3 Maize 4 1640 0.16 0.36 0.53 1.29 - - 2.34 Fodder 4 1640 0.17 0.35 0.5 1.14 - - 3.45 Pulses 4 1640 0.27 0.54 0.79 1.6 0 162.09 Rabi 0 Wheat 16 6560 - - - - 5.01 10.88 26.09 Groundnut 12 4920 - - - 0.7 5.51 6.6 15.88 Jowar 4 1640 - - - 0.14 1.85 2.56 7.41 Pulses 4 1640 - - - 0.8 2.86 2.94 6.6 Vegetables 55.98 Total 100 41000 40 36 36 38 18 23 219

Annexure: 3.2 (10/10) Month - wise crop water requirement for the command in Tapi basin under Janmer branch canal Total % of CCA Area Crop Jan. Feb. March April May June requirement 37500 ha Kharif Paddy 20 7500 - - - - - 1.98 Groundnut 12 4500 - - - - - 1.04 Cotton 12 4500 - - - - 3.71 2.22 Jowar 8 3000 - - - - - Maize 4 1500 - - - - - Fodder 4 1500 - - - - - 1.18 Pulses 4 1500 0 Rabi 0 Wheat 16 6000 7.7 1.63 - - - - Groundnut 12 4500 2.81 Jowar 4 1500 1.87 0.75 Pulses 4 1500

Total 100 37500 12 2 0 0 4 6

% of CCA Area Total Crop July August Sept. October Nov. Dec. 37500 ha requirement Kharif Paddy 20 7500 33.76 28.35 27.48 23.48 - - 115.05 Groundnut 12 4500 1.04 1.33 1.04 1.17 - - 5.62 Cotton 12 4500 1.04 1.48 1.46 4.7 2.32 16.93 Jowar 8 3000 0.31 0.64 0.92 2.08 - - 3.95 Maize 4 1500 0.15 0.33 0.49 1.18 - - 2.15 Fodder 4 1500 0.15 0.32 0.46 1.04 - - 3.15 Pulses 4 1500 0.25 0.49 0.72 1.46 0 148.31 Rabi 0 Wheat 16 6000 - - - - 4.58 9.95 23.86 Groundnut 12 4500 - - - 0.64 5.04 6.04 14.53 Jowar 4 1500 - - - 0.13 1.7 2.35 6.8 Pulses 4 1500 - - - 0.73 2.62 2.69 6.04 Vegetables 51.23 Total 100 37500 37 33 33 35 16 21 199

Annexure: 3.3

Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project

Computation of municipal & industrial water requirements

As per Census A. Population As projected to 2050 AD 2011 I. Human population 1321053 1751157

Urban 493715 880832 Rural 827338 870325

Existing Urban being served by other 493715 sources

Net

Urban 387117

Rural 870325

In 2012 AD In 2050 AD II. Live stock 418617 610983 Population by Demand B. Water requirement Requirement Mm 3 2050 AD litres/day Urban 387117 135 19 Rural 870325 70 22 Live stock 610983 50 11 C. Surface water requirement Mm 3 Domestic needs 30

Domstic needs considered 31

Note: 1) Human population is projected to 2050 AD using the growth rates prescribed in "World Population Prospects-2012 and furnished below. 2010-15 1.235 2015-20 1.076 2020-25 0.944 2025-30 0.796 2030-35 0.653 2035-40 0.519 2040-45 0.397 2045-50 0.288 2) The urban population is taken at 50.3% from the ''World Urbanisation Prospects -2014" 3) Livestock is projected to 2050 AD using a growth rate of one percent

Annexure: 3.4 Wainganga (Gosikhurd) -Nalganga (Purna Tapi) link project Computation of transmission losses Sl. Canal Wetted Transmission Reach (km) Distance Perimeter No section area losses from to km D/N m Mm 2 Mm 3 1 0 3.3 3.30 D 45.99 0.1518 0.97 2 3.3 8 4.70 N 53.38 0.2509 1.60 3 8 11.603 3.60 D 45.99 0.1657 1.06 4 11.603 16 4.40 N 53.38 0.2347 1.50 5 16 20 4.00 D 45.99 0.1840 1.17 6 20 30.75 10.75 N 53.38 0.5738 3.66 7 30.75 39.805 9.06 N 50.88 0.4607 2.94 8 39.805 40 0.20 D 43.49 0.0085 0.05 9 40 42 2.00 N 50.88 0.1018 0.65 10 42 43.356 1.36 D 43.49 0.0590 0.38 11 43.356 46.85 3.49 N 50.88 0.1778 1.13 12 46.85 48 1.15 D 43.49 0.0500 0.32 13 48 54.213 6.21 N 50.88 0.3161 2.02 14 54.213 55 0.79 D 43.49 0.0342 0.22 15 55 57 2.00 N 50.88 0.1018 0.65 16 57 58 1.00 D 43.49 0.0435 0.28 17 58 58.62 0.62 N 50.88 0.0315 0.20 18 58.62 92 33.38 N 46.38 1.5482 9.87 19 92 92.25 0.25 D 39.59 0.0099 0.06 20 92.25 104.157 11.91 N 46.38 0.5522 3.52 21 104.157 105.4 1.24 D 39.59 0.0492 0.31 22 105.4 121.145 15.75 N 46.38 0.7303 4.66 23 121.145 122.388 1.24 D 39.59 0.0492 0.31 24 122.388 136.35 13.96 N 46.38 0.6476 4.13 25 136.35 137.35 1.00 D 39.59 0.0396 0.25 26 137.35 142.85 5.50 N 46.38 0.2551 1.63 27 142.85 148.85 6.00 D 39.59 0.2375 1.51 28 148.85 156.35 7.50 N 46.38 0.3479 2.22 29 156.35 158.35 2.00 D 39.59 0.0792 0.50 30 158.35 159.85 1.50 D 36.09 0.0541 0.35 31 159.85 215.9 56.05 N 42.38 2.3754 15.15 32 215.9 219.9 4.00 D 36.09 0.1444 0.92 33 219.9 225.9 6.00 N 38.38 0.2303 1.47 34 225.9 227.9 2.00 D 32.49 0.0650 0.41 35 227.9 234.9 7.00 N 38.38 0.2687 1.71 36 234.9 235.9 1.00 D 32.49 0.0325 0.21 37 235.9 241.3 5.40 N 38.38 0.2073 1.32

Canal Wetted Transmission Sl. Reach (km) Distance Perimeter section area losses No from to km D/N m Mm 2 Mm 3 38 241.3 241.9 0.60 D 32.49 0.0195 0.12 39 241.9 261.9 20.00 N 38.38 0.7676 4.89 40 261.9 262.9 1.00 D 32.49 0.0325 0.21 41 262.9 270.9 8.00 N 37.13 0.2970 1.89 42 270.9 283.9 13.00 D 31.67 0.4117 2.63 43 283.9 285.9 2.00 N 37.13 0.0743 0.47 44 285.9 290.9 5.00 D 31.67 0.1584 1.01 45 290.9 297.9 7.00 D 29.27 0.2049 1.31 46 297.9 299.3 1.40 N 34.83 0.0488 0.31 47 299.3 301.9 2.60 D 29.27 0.0761 0.49 48 301.9 317.9 16 N 34.83 0.5573 3.55 49 317.9 320.1 2.20 D 27.92 0.0614 0.39 50 320.1 322.9 2.80 N 33.37 0.0934 0.60 51 322.9 323.9 1.00 D 27.92 0.0279 0.18 52 323.9 340.9 17.00 N 33.37 0.5673 3.62 53 340.9 342.9 2.00 D 27.92 0.0558 0.36 54 342.9 354.9 12.00 N 33.37 0.4004 2.55 55 354.9 356.9 2.00 D 27.92 0.0558 0.36 56 356.9 377.9 21.00 N 33.37 0.7007 4.47 57 377.9 380.9 3.00 D 27.92 0.0838 0.53 58 380.9 381.9 1.00 D 24.31 0.0243 0.16 59 381.9 408.9 27.00 N 29.45 0.7950 5.07 60 408.9 410.9 2.00 D 24.31 0.0486 0.31 61 410.9 426.9 16.00 N 29.45 0.4711 3.00 62 426.9 431.9 5.00 N 18.95 0.0947 0.60 63 431.9 434.9 3.00 D 15.81 0.0474 0.30 64 434.9 469.1 34.20 N 18.95 0.6479 4.13 469.10 112.81 T/L considered 114 Mcum

Annexure 3.5 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Month-wise demands of various command areas served by link canal Unit: Mcum Umrer Bor Rohna Talegaon Bembla Amaravati Month Irr Mu TL Irr Mu TL Irr Mu TL Irr Mu TL Irr Mu TL Irr Mu TL June 4.6 0.2 0.3 8.6 0.5 0.6 7.8 0.4 0.5 7.8 0.4 0.5 4.6 0.2 0.3 6.0 0.4 0.4 July 26.8 0.2 1.7 43.9 0.4 2.8 39.6 0.3 2.5 39.6 0.3 2.5 23.5 0.2 1.5 36.0 0.4 2.3 Aug 18.5 0.2 1.2 32.0 0.4 2.1 28.9 0.3 1.9 28.9 0.3 1.9 17.2 0.2 1.1 33.0 0.3 2.1 Sept 18.4 0.0 1.2 30.4 0.0 1.9 27.4 0.0 1.7 27.4 0.0 1.7 16.3 0.0 1.0 32.0 0.0 2.0 Oct 17.6 0.0 1.1 35.8 0.0 2.3 32.3 0.0 2.0 32.3 0.0 2.0 19.2 0.0 1.2 35.0 0.0 2.2 Nov 6.5 0.0 0.4 19.0 0.0 1.2 17.1 0.0 1.1 17.1 0.0 1.1 10.2 0.0 0.6 16.0 0.0 1.0 Dec 11.0 0.0 0.7 21.2 0.0 1.3 19.2 0.0 1.2 19.2 0.0 1.2 11.4 0.0 0.7 21.0 0.0 1.3 Jan 8.0 0.2 0.5 14.5 0.4 0.9 13.1 0.4 0.9 13.1 0.4 0.9 7.8 0.2 0.5 12.0 0.4 0.8 Feb 4.0 0.3 0.3 2.6 0.5 0.2 2.3 0.4 0.2 2.3 0.4 0.2 1.4 0.3 0.1 2.0 0.4 0.2 March 0.1 0.3 0.0 0.0 0.5 0.0 0.0 0.5 0.0 0.0 0.5 0.0 0.0 0.3 0.0 0.0 0.5 0.0 April 0.0 0.3 0.0 0.0 0.5 0.0 0.0 0.5 0.0 0.0 0.5 0.0 0.0 0.3 0.0 0.0 0.5 0.0 May 1.6 0.3 0.1 4.1 0.5 0.3 3.7 0.5 0.3 3.7 0.5 0.3 2.2 0.3 0.2 4.0 0.5 0.3

Total 117 2 8 212 4 14 191 3 12 191 3 12 114 2 7 197 3 13

Murtijapur Paras Khamgaon Jamner Total Month Total diversion Irr Mu TL Irr Mu TL Irr Mu TL Irr Mu TL Irr Mu TL June 3.0 0.2 0.2 7.0 0.5 0.5 7.0 0.5 0.5 6.0 0.4 0.4 62.4 3.7 4.2 70.3 July 20.0 0.2 1.3 40.0 0.4 2.6 40.0 0.4 2.6 37.0 0.4 2.4 346.4 3.2 22.2 371.8 Aug 18.0 0.2 1.2 36.0 0.4 2.3 36.0 0.4 2.3 33.0 0.4 2.1 281.5 3.1 18.0 302.6 Sept 17.0 0.0 1.1 36.0 0.0 2.3 36.0 0.0 2.3 33.0 0.0 2.1 273.9 0.0 17.4 291.3 Oct 19.0 0.0 1.2 38.0 0.0 2.4 38.0 0.0 2.4 35.0 0.0 2.2 302.2 0.0 19.2 321.4 Nov 9.0 0.0 0.6 18.0 0.0 1.1 18.0 0.0 1.1 16.0 0.0 1.0 146.9 0.0 9.3 156.2 Dec 11.0 0.0 0.7 23.0 0.0 1.5 23.0 0.0 1.5 21.0 0.0 1.3 181.0 0.0 11.5 192.5 Jan 7.0 0.2 0.5 14.0 0.5 0.9 14.0 0.5 0.9 12.0 0.4 0.8 115.5 3.6 7.6 126.7 Feb 1.0 0.2 0.1 3.0 0.5 0.2 3.0 0.5 0.2 2.0 0.5 0.2 23.6 4.0 1.7 29.3 March 0.0 0.3 0.0 0.0 0.5 0.0 0.0 0.5 0.0 0.0 0.5 0.0 0.1 4.4 0.3 4.8 April 0.0 0.3 0.0 0.0 0.5 0.0 0.0 0.5 0.0 0.0 0.5 0.0 0.0 4.4 0.3 4.7 May 2.0 0.3 0.1 4.0 0.5 0.3 4.0 0.5 0.3 4.0 0.5 0.3 33.3 4.4 2.4 40.1

Total 107 2 7 219 4 14 219 4 14 199 4 13 1767 31 114 1912

Actual demands in each month that are to be met by link canal

Umrer Bor Rohna Talegaon Bembla Amaravati Month Irr Mu TL Irr Mu TL Irr Mu TL Irr Mu TL Irr Mu TL Irr Mu TL July 30.6 0.6 2.0 55.5 1.0 3.6 50.1 0.8 3.2 50.1 0.8 3.2 29.8 0.6 1.9 51.5 0.9 3.3 Aug 30.6 0.6 2.0 55.5 1.0 3.6 50.1 0.8 3.2 50.1 0.8 3.2 29.8 0.6 1.9 51.5 0.9 3.3 Sept 30.6 0.6 2.0 55.5 1.0 3.6 50.1 0.8 3.2 50.1 0.8 3.2 29.8 0.6 1.9 51.5 0.9 3.3 Oct 25.2 0.2 1.6 45.7 0.8 2.9 41.2 0.9 2.7 41.2 0.9 2.7 24.5 0.2 1.6 42.5 0.7 2.7

Total 117 2 8 212 4 14 191 3 12 191 3 12 114 2 7 197 3 13

Murtijapur Paras Khamgaon Jamner Total Total diversion Month Irr Mu TL Irr Mu TL Irr Mu TL Irr Mu TL Irr Mu TL

July 28.0 0.6 1.8 57.3 1.0 3.7 57.3 1.0 3.7 52.0 0.8 3.3 462.1 8.1 29.8 500.0 Aug 28.0 0.6 1.8 57.3 1.0 3.7 57.3 1.0 3.7 52.0 0.8 3.3 462.1 8.1 29.8 500.0 Sept 28.0 0.6 1.8 57.3 1.0 3.7 57.3 1.0 3.7 52.0 0.8 3.3 462.1 8.1 29.8 500.0 Oct 23.1 0.1 1.5 47.2 0.8 3.0 47.2 0.8 3.0 42.9 1.2 2.8 380.8 6.6 24.6 412.0

Total 107 2 7 219 4 14 219 4 14 199 4 13 1767 31 114 1912

Annexure: 4.1 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Cutoff statement for the peak discharge in September

Head Name of RD of the link canal Length discharge Discharge the Annual Sr.No at off take point of of the CCA of of main Remarks branch irrigation branch canal branch branch canal canal canal km km ha ha cumec cumec

0.00 212.2 HR 1 3.30 Lift (18m) Lift-I 2 20.97 Lift (22m) Lift-II 2 30.75 Umred 30 25000 25000 14.1 198.1 3 40.00 Lift (20m) Lift-III 4 58.62 Bor 45 41000 41000 25.5 172.6 5 158.35 Rohna 30 37000 37000 22.9 149.7 6 219.90 Talegaon 30 37000 37000 23.0 126.7 Tail end 7 262.90 Bembla 18 22000 22000 13.7 113.0 8 284.40 Lift (20 m) Lift-IV 9 290.90 Amaravati 30 37000 37000 23.6 89.4 10 317.90 Murtizapur 18 20000 20000 12.9 76.5 11 380.90 Paras 27 41000 41000 26.3 50.2 12 426.90 Khamgaon 27 41000 41000 26.3 23.9 13 468.90 Jamner 30 37500 37500 23.9 0.0 469.10 285 338500 338500 212.2

NaturalNatural soil soillevel level Annexure:Pump 4.2Full supply

Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Design of canal sections From R.D. 0.00Km to 30.75K m Normal cut Deep cut

Q required (Cumec) 212.2 212.2 Roughness coefficient 0.018 0.018 Bed slope 0.00005 0.00005 Side slope 1.5 : 1 0.5 : 1 Bed width (m) 32.50 31.00 Full supply depth (m) 5.00 5.50 Area of canal section (m 2) 214.70 203.35 Wetted perimeter (m) 53.38 45.99 Hydraulic mean depth (m) 4.02 4.42 Manning's velocity (m/sec) 0.99 1.06 Q allowed (Cumec) 213.3 215.2 From R.D. 30.75Km to 58.62Km

Normal cut Deep cut Q required (Cumecs) (Cumec) 198.1 198.1 Roughness coefficient 0.018 0.018 Bed slope 0.00005 0.00005 Side slope 1.5 : 1 0.5 : 1 Bed width (m) 30.00 28.50 Full supply depth (m) 5.00 5.50 Area of canal section (m 2) 202.20 189.60 Wetted perimeter (m) 50.88 43.49 Hydraulic mean depth (m) 3.97 4.36 Manning's velocity (m/sec) 0.99 1.05 Q allowed (Cumecs) 199.3 198.8 From R.D. 58.62Km to 158.35Km

Normal cut Deep cut Q required (Cumec) 172.6 172.6 Roughness coefficient 0.018 0.018 Bed slope 0.00005 0.00005 Side slope 1.5 : 1 0.5 : 1 Bed width (m) 25.50 24.60 Full supply depth (m) 5.00 5.50 Area of canal section (m 2) 179.70 168.15 Wetted perimeter (m) 46.38 39.59 Hydraulic mean depth (m) 3.87 4.25 Manning's velocity (m/sec) 0.97 1.03 Q allowed (Cumecs) 174.1 173.2

From R.D. 158.35Km to 219.90 Km Normal cut Deep cut Q required (Cumec) 149.7 149.7 Roughness coefficient 0.018 0.018 Bed slope 0.00005 0.00005 Side slope 1.5 : 1 0.5 : 1 Bed width (m) 21.50 21.10 Full supply depth (m) 5.00 5.50 Area of canal section (m 2) 159.70 148.90 Wetted perimeter (m) 42.38 36.09 Hydraulic mean depth (m) 3.77 4.13 Manning's velocity (m/sec) 0.95 1.01 Q allowed (Cumecs) 151.9 150.5 From R.D. 219.90 Km to 262.90Km

Normal cut Deep cut Q required (Cumec) 126.7 126.7 Roughness coefficient 0.018 0.018 Bed slope 0.00005 0.00005 Side slope 1.5 : 1 0.5 : 1 Bed width (m) 17.50 17.50 Full supply depth (m) 5.00 5.50 Area of canal section (m 2) 139.70 129.10 Wetted perimeter (m) 38.38 32.49 Hydraulic mean depth (m) 3.64 3.97 Manning's velocity (m/sec) 0.93 0.99 Q allowed (Cumec) 129.9 127.2 From R.D. 262.90Km to 290.90 Km Normal cut Deep cut Q required (Cumec) 113.0 113.0 Roughness coefficient 0.018 0.018 Bed slope 0.00005 0.00005 Side slope 1.5 : 1 0.5 : 1 Bed width (m) 17.50 17.50 Full supply depth (m) 4.70 5.20 Area of canal section (m 2) 128.37 120.37 Wetted perimeter (m) 37.13 31.67 Hydraulic mean depth (m) 3.46 3.80 Manning's velocity (m/sec) 0.90 0.96 Q allowed (Cumec) 115.3 115.2

From R.D. 290.90 Km to 317.90Km Normal cut Deep cut Q required (Cumec) 89.4 89.4 Roughness coefficient 0.018 0.018 Bed slope 0.00005 0.00005 Side slope 1.5 : 1 0.5 : 1 Bed width (m) 17.50 16.60 Full supply depth (m) 4.15 4.65 Area of canal section (m 2) 108.59 100.67 Wetted perimeter (m) 34.83 29.27 Hydraulic mean depth (m) 3.12 3.44 Manning's velocity (m/sec) 0.84 0.90 Q allowed (Cumec) 91.0 90.1 From R.D. 317.90Km to 380.90 Km Normal cut Deep cut Q required (Cumec) 76.5 76.5 Roughness coefficient 0.018 0.018 Bed slope 0.00005 0.00005 Side slope 1.5 : 1 0.5 : 1 Bed width (m) 17.50 16.20 Full supply depth (m) 3.80 4.30 Area of canal section (m 2) 96.65 89.74 Wetted perimeter (m) 33.37 27.92 Hydraulic mean depth (m) 2.90 3.21 Manning's velocity (m/sec) 0.80 0.86 Q allowed (Cumec) 77.1 76.8 From R.D. 380.90 Km to 426.90Km

Normal cut Deep cut Q required (Cumec) 50.2 50.2 Roughness coefficient 0.018 0.018 Bed slope 0.00005 0.00005 Side slope 1.5 : 1 0.5 : 1 Bed width (m) 16.50 14.50 Full supply depth (m) 3.10 3.60 Area of canal section (m 2) 71.22 66.27 Wetted perimeter (m) 29.45 24.31 Hydraulic mean depth (m) 2.42 2.73 Manning's velocity (m/sec) 0.71 0.77 Q allowed (Cumec) 50.4 50.8

From R.D. 426.90Km to 468.90 Km Normal cut Deep cut Q required (Cumec) 23.9 23.9 Roughness coefficient 0.018 0.018 Bed slope 0.00005 0.00005 Side slope 1.5 : 1 0.5 : 1 Bed width (m) 6.00 6.00 Full supply depth (m) 3.10 3.60 Area of canal section (m 2) 38.67 35.67 Wetted perimeter (m) 18.95 15.81 Hydraulic mean depth (m) 2.04 2.26 Manning's velocity (m/sec) 0.63 0.68 Q allowed (Cumec) 24.4 24.1

Annexure: 4.3 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Head loss statement

RD(km) Length Str. Str. Slope HL(m) due to FSL(m) NSL Remarks From To (km) No. Name Slope Str. Total Start End (m) Off-take point from Gosikhurd 0.000 0.000 0.000 1 H R 0.00005 0.000 0.200 0.200 243.000 242.800 245.04 reservoir near Rajoli village 0.000 1.000 1.000 0.00005 0.050 0.050 242.800 242.750 250.84 1.000 1.220 0.220 0.00005 0.011 0.011 242.750 242.739 255.65 1.220 1.880 0.660 2 UT 0.00005 0.033 0.033 242.739 242.706 255.65 Stream Ghotangaon - 1.880 2.251 0.371 3 SLRB 0.00005 0.019 0.010 0.029 242.706 242.677 258.03 Karandla Ambhora LIS 2.251 2.641 0.390 4 S P 0.00005 0.020 0.010 0.030 242.677 242.647 261.60 canal 2.641 3.000 0.359 0.00005 0.018 0.018 242.647 242.629 264.31 lift 3.000 3.300 0.300 5 0.00005 0.015 -18 -17.985 242.629 260.614 266.56 lift 18 m (18m) 3.300 4.000 0.700 0.00005 0.035 0.035 260.614 260.579 261.37 4.000 5.000 1.000 0.00005 0.050 0.050 260.579 260.529 263.47 Dahegaon - 5.000 5.870 0.870 6 SLRB 0.00005 0.044 0.010 0.054 260.529 260.475 261.09 Pachkheri 5.870 6.000 0.130 0.00005 0.006 0.006 260.475 260.469 259.55 6.000 6.400 0.400 55 p/9 ends 0.00005 0.020 0.020 260.469 260.449 259.55 Dongarmoda - 6.400 7.000 0.600 7 SLRB 0.00005 0.030 0.010 0.040 260.449 260.409 257.50 Bori 7.000 7.154 0.154 8 U T 0.00005 0.008 0.008 260.409 260.401 257.79 Stream 7.154 7.300 0.146 0.00005 0.007 0.007 260.401 260.394 258.00

RD(km) Length Str Str. Slope HL(m) due to FSL(m) NSL Remarks From To No. . Name Slope Str Total Start End (m) 7.300 8.000 0.700 0.00005 0.035 0.035 260.394 260.359 261.93 8.000 8.500 0.500 0.00005 0.025 0.025 260.359 260.334 265.87 Dongarmoda - 8.500 8.900 0.400 9 SLRB 0.00005 0.020 0.010 0.030 260.334 260.304 266.87 Bori / Mandhal Dongar Mouda – 8.900 9.232 0.332 10 SLRB 0.00005 0.017 0.010 0.027 260.304 260.277 266.07 Hardoli 9.232 10.000 0.768 0.00005 0.038 0.038 260.277 260.239 266.39 Dongarmoda - 10.000 10.420 0.420 11 SLRB 0.00005 0.021 0.010 0.031 260.239 260.208 267.39 Hardoli 10.420 11.000 0.580 0.00005 0.029 0.029 260.208 260.179 268.35 11.000 11.603 0.603 12 UT 0.00005 0.030 0.030 260.179 260.149 269.35 Stream 11.603 12.000 0.397 0.00005 0.020 0.020 260.149 260.129 261.67 Veerkhandi - 12.000 12.440 0.440 13 SLRB 0.00005 0.022 0.010 0.032 260.129 260.097 262.67 Hardoli / Wag 12.440 13.000 0.560 0.00005 0.028 0.028 260.097 260.069 260.08 13.000 13.165 0.165 14 SLRB 0.00005 0.008 0.010 0.018 260.069 260.051 259.76 Veerkhandi - Wag 13.165 13.631 0.466 15 Aque. 0.00005 0.023 0.150 0.173 260.051 259.878 257.39 Amb nadi 13.631 14.000 0.369 0.00005 0.018 0.018 259.878 259.860 258.96 14.000 14.795 0.795 16 SLRB 0.00005 0.040 0.010 0.050 259.860 259.810 261.34 Pardi - Wag 14.795 15.000 0.205 0.00005 0.010 0.010 259.810 259.800 260.73 15.000 15.939 0.939 17 SLRB 0.00005 0.047 0.010 0.057 259.800 259.743 263.60 Pardi - Ruyad 15.939 16.000 0.061 0.00005 0.003 0.003 259.743 259.740 263.56 Chada - Murmi 16.000 17.000 1.000 0.00005 0.050 0.050 259.740 259.690 267.16 17.000 17.200 0.200 18 UT 0.00005 0.010 0.010 259.690 259.680 268.16 Stream 17.200 18.000 0.800 0.00005 0.040 0.040 259.680 259.640 268.09

RD(km) Length Str Str. Slope HL(m) due to FSL(m) NSL Remarks From To No. . Name Slope Str Total From To (m) 18.000 18.100 0.100 19 UT 0.00005 0.005 0.005 259.640 259.635 269.09 Stream 18.100 19.000 0.900 0.00005 0.045 0.045 259.635 259.590 271.96 Bhanor - 19.000 19.927 0.927 20 SLRB 0.00005 0.046 0.010 0.056 259.590 259.534 273.69 Musalgaon 19.927 20.000 0.073 0.00005 0.004 0.004 259.534 259.530 274.15 Lift 20.000 20.974 0.974 21 0.00005 0.049 -22 -21.951 259.530 281.481 283.15 lift 22 m (22m) 20.974 21.000 0.026 0.00005 0.001 0.001 281.481 281.480 281.90 21.000 21.974 0.974 22 UT 0.00005 0.049 0.049 281.480 281.431 282.90 Stream 21.974 22.000 0.026 0.00005 0.001 0.001 281.431 281.430 275.96 22.000 22.859 0.859 23 UT 0.00005 0.043 0.043 281.430 281.387 277.58 Stream 22.859 23.000 0.141 0.00005 0.007 0.007 281.387 281.380 277.93 Silli - Musalgaon 23.000 23.530 0.530 24 SLRB 0.00005 0.027 0.010 0.037 281.380 281.343 278.93 / Kuhi 23.530 24.000 0.470 0.00005 0.023 0.023 281.343 281.320 284.51 24.000 25.000 1.000 0.00005 0.050 0.050 281.320 281.270 279.77 25.000 25.142 0.142 0.00005 0.007 0.007 281.270 281.263 280.76 25.142 25.754 0.612 25 SLRB 0.00005 0.031 0.010 0.041 281.263 281.222 277.10 Silli - Kuhi 25.754 26.000 0.246 0.00005 0.012 0.012 281.222 281.210 273.13 Rly. Umred - Kuhi 26.000 26.725 0.725 26 0.00005 0.036 0.010 0.046 281.210 281.164 274.13 Bridge section 26.725 27.000 0.275 0.00005 0.014 0.014 281.164 281.150 271.35 Ajni Navgaon - 27.000 27.154 0.154 27 SLRB 0.00005 0.008 0.010 0.018 281.150 281.132 271.17 Kuhi 27.154 28.000 0.846 0.00005 0.042 0.042 281.132 281.090 267.13 28.000 28.250 0.250 28 UT 0.00005 0.013 0.013 281.090 281.077 268.13 Stream

RD(km) Length Str. Str. Slope HL(m) due to FSL(m) NSL Remarks From To (km) No. Name Slope Str. Total Start End (m) 28.250 29.000 0.750 0.00005 0.038 0.038 281.077 281.039 274.95 29.000 30.000 1.000 0.00005 0.050 0.050 281.039 280.989 273.13 30.000 30.510 0.510 29 UT 0.00005 0.026 0.026 280.989 280.963 274.13 Stream Umred branch(30 30.510 30.750 0.240 30 CR 0.00005 0.012 0.200 0.212 280.963 280.751 281.53 km) 30.750 31.000 0.250 0.00005 0.013 0.013 280.751 280.738 278.02 31.000 31.993 0.993 31 UT 0.00005 0.050 0.050 280.738 280.688 279.02 Stream 31.993 32.000 0.007 0.00005 0.000 0.000 280.688 280.688 273.29 32.000 32.140 0.140 55 p/5 ends 0.00005 0.007 0.007 280.688 280.681 Jahalghat - 32.140 32.473 0.333 32 SLRB 0.00005 0.017 0.010 0.027 280.681 280.654 274.29 Mendegaon 32.473 32.800 0.327 33 UT 0.00005 0.016 0.016 280.654 280.638 275.29 Stream 32.800 33.000 0.200 0.00005 0.010 0.010 280.638 280.628 277.39 Khetapur - 33.000 33.638 0.638 34 SLRB 0.00005 0.032 0.010 0.042 280.628 280.586 284.72 Sasegaon 33.638 34.000 0.362 0.00005 0.018 0.018 280.586 280.568 283.47 34.000 34.783 0.783 35 UT 0.00005 0.039 0.039 280.568 280.529 284.47 Stream 34.783 35.000 0.217 0.00005 0.011 0.011 280.529 280.518 276.92 35.000 36.000 1.000 0.00005 0.050 0.050 280.518 280.468 279.93 36.000 36.131 0.131 36 UT 0.00005 0.007 0.007 280.468 280.461 280.93 Stream 36.131 36.908 0.777 37 UT 0.00005 0.039 0.039 280.461 280.422 281.93 Stream 36.908 37.000 0.092 0.00005 0.005 0.005 280.422 280.417 277.91 37.000 37.500 0.500 55 O/8 ends 0.00005 0.025 0.025 280.417 280.392 278.26 37.500 37.682 0.182 38 UT 0.00005 0.009 0.009 280.392 280.383 273.45 Undri nadi 37.682 38.000 0.318 0.00005 0.016 0.016 280.383 280.367 278.00

RD(km) Length Str. Str. Slope HL(m) due to FSL (m) NSL Remarks From To (km) No. Name Slope Str. Total Statrt End (m)

Khetapur - 38.000 38.265 0.265 39 SLRB 0.00005 0.013 0.010 0.023 280.367 280.344 279.00 Dongargaon 38.265 38.300 0.035 0.00005 0.002 0.002 280.344 280.342 283.00 38.300 39.000 0.700 0.00005 0.035 0.035 280.342 280.307 282.51 39.000 39.099 0.099 40 UT 0.00005 0.005 0.005 280.307 280.302 283.51 Stream 39.099 39.805 0.706 0.00005 0.035 0.035 280.302 280.267 284.51 39.805 40.000 0.195 41 Lift 0.00005 0.010 -20.0 -19.990 280.267 300.257 308.48 lift 20 m 40.000 41.000 1.000 0.00005 0.050 0.050 300.257 300.207 292.71 41.000 42.000 1.000 0.00005 0.050 0.050 300.207 300.157 300.81 42.000 43.000 1.000 0.00005 0.050 0.050 300.157 300.107 311.10 43.000 43.356 0.356 42 SLRB 0.00005 0.018 0.010 0.028 300.107 300.079 312.17 Kuhi - Nagpur 43.356 44.000 0.644 0.00005 0.032 0.032 300.079 300.047 295.35 44.000 44.363 0.363 43 DLRB 0.00005 0.018 0.010 0.028 300.047 300.019 293.44 Umred - Nagpur 44.363 45.000 0.637 0.00005 0.032 0.032 300.019 299.987 300.63 45.000 46.000 1.000 0.00005 0.050 0.050 299.987 299.937 299.54 46.000 46.160 0.160 44 UT 0.00005 0.008 0.008 299.937 299.929 300.54 Stream Quarry area - 46.160 46.850 0.690 45 SLRB 0.00005 0.035 0.010 0.045 299.929 299.884 301.54 Pachgaon 46.850 47.000 0.150 0.00005 0.007 0.007 299.884 299.877 307.55 47.000 48.000 1.000 0.00005 0.050 0.050 299.877 299.827 306.46 48.000 49.000 1.000 0.00005 0.050 0.050 299.827 299.777 303.19 Varad - Salai 49.000 49.437 0.437 46 SLRB 0.00005 0.022 0.010 0.032 299.777 299.745 299.03 Godhani 49.437 50.000 0.563 0.00005 0.028 0.028 299.745 299.717 292.43 50.000 50.510 0.510 47 UT 0.00005 0.025 0.025 299.717 299.692 293.43 Stream

RD(km) Length Str. Str. Slope HL(m) due to FSL (m) NSL Remarks From To (km) No. Name Slope Str. Total Statrt End (m)

50.510 51.000 0.490 0.00005 0.025 0.025 299.692 299.667 290.39 Kaldongri - Salai 51.000 51.885 0.885 48 SLRB 0.00005 0.044 0.010 0.054 299.667 299.613 300.87 Godhani 51.885 52.000 0.115 0.00005 0.006 0.006 299.613 299.607 301.75 Kaldongri - 52.000 52.550 0.550 49 SLRB 0.00005 0.027 0.010 0.037 299.607 299.570 302.75 Kharsoli 52.550 53.000 0.450 0.00005 0.023 0.023 299.570 299.547 304.38 53.000 54.000 1.000 0.00005 0.050 0.050 299.547 299.497 301.89 54.000 54.213 0.213 50 SLRB 0.00005 0.011 0.010 0.021 299.497 299.476 303.36 Bela - Banwadi 54.213 55.000 0.787 0.00005 0.039 0.039 299.476 299.437 305.69 55.000 56.000 1.000 0.00005 0.050 0.050 299.437 299.387 299.72 56.000 56.830 0.830 51 SLRB 0.00005 0.041 0.010 0.051 299.387 299.336 297.79 Rui - Banwadi 56.830 57.000 0.170 0.00005 0.009 0.009 299.336 299.327 296.32 57.000 58.000 1.000 0.00005 0.050 0.050 299.327 299.277 311.57 Bor branch(45 58.000 58.622 0.622 52 CR 0.00005 0.031 0.200 0.231 299.277 299.046 301.56 km) 58.622 59.000 0.378 0.00005 0.019 0.019 299.046 299.027 302.97 DLR Nagpur - 59.000 59.718 0.718 53 0.00005 0.036 0.010 0.046 299.027 298.981 296.51 B Hyderabad (NH-7) 59.718 60.000 0.282 0.00005 0.014 0.014 298.981 298.967 295.80 Rly. 60.000 60.465 0.465 54 Bridge 0.00005 0.023 0.010 0.033 298.967 298.934 294.77 Nagpur - Wardha 60.465 61.000 0.535 0.00005 0.027 0.027 298.934 298.907 285.10 61.000 62.000 1.000 0.00005 0.050 0.050 298.907 298.857 290.90 62.000 62.200 0.200 55 O/4 ends 0.00005 0.010 0.010 298.857 298.847 285.47 62.200 62.320 0.120 55 UT 0.00005 0.006 0.006 298.847 298.841 291.90 Stream

RD(km) Length Str. Str. Slope HL(m) due to FSL (m) NSL Remarks From To (km) No. Name Slope Str. Total Statrt End (m)

Vagdevi - 62.320 62.525 0.205 56 SLRB 0.00005 0.010 0.010 0.020 298.841 298.821 292.90 Gumgaon 62.525 63.000 0.475 0.00005 0.024 0.024 298.821 298.797 278.49 63.000 63.070 0.070 0.00005 0.004 0.004 298.797 298.793 279.49 Stream Aque Veena river(just 63.070 63.450 0.380 57 0.00005 0.019 0.150 0.169 298.793 298.624 268.10 duct after escape) 63.450 64.000 0.550 0.00005 0.027 0.027 298.624 298.597 277.61 64.000 64.250 0.250 55 P/1 ends 0.00005 0.013 0.013 298.597 298.584 276.23 64.250 64.280 0.030 58 UT 0.00005 0.002 0.002 298.584 298.582 278.61 Stream 64.280 65.000 0.720 0.00005 0.036 0.036 298.582 298.546 285.75 Salai dhaba - 65.000 65.826 0.826 59 SLRB 0.00005 0.041 0.010 0.051 298.546 298.495 285.43 Gumgaon 65.826 66.000 0.174 0.00005 0.009 0.009 298.495 298.486 284.75 66.000 67.000 1.000 0.00005 0.050 0.050 298.486 298.436 286.54 67.000 67.340 0.340 0.00005 0.017 0.017 298.436 298.419 287.54 67.340 68.000 0.660 0.00005 0.033 0.033 298.419 298.386 289.78 68.000 68.420 0.420 60 UT 0.00005 0.021 0.021 298.386 298.365 290.78 Stream 68.420 69.000 0.580 0.00005 0.029 0.029 298.365 298.336 288.79 69.000 69.440 0.440 61 UT 0.00005 0.022 0.022 298.336 298.314 289.79 Stream 69.440 69.978 0.538 62 SLRB 0.00005 0.027 0.010 0.037 298.314 298.277 297.25 Sukli - Deoli 69.978 70.000 0.022 0.00005 0.001 0.001 298.277 298.276 296.31 70.000 70.950 0.950 63 UT 0.00005 0.048 0.048 298.276 298.228 297.31 Stream 70.950 71.000 0.050 0.00005 0.002 0.002 298.228 298.226 298.87 71.000 71.362 0.362 64 SLRB 0.00005 0.018 0.010 0.028 298.226 298.198 303.36 Sukli - Deoli 71.362 72.000 0.638 0.00005 0.032 0.032 298.198 298.166 304.86

RD(km) Length Str. Str. Slope HL(m) due to FSL (m) NSL Remarks From To (km) No. Name Slope Str. Total Statrt End (m)

72.000 72.550 0.550 0.00005 0.027 0.027 298.166 298.139 305.86 Stream 72.550 73.000 0.450 0.00005 0.023 0.023 298.139 298.116 310.87 73.000 73.725 0.725 0.00005 0.036 0.036 298.116 298.080 311.87 Stream 73.725 74.000 0.275 0.00005 0.014 0.014 298.080 298.066 337.46 74.000 74.880 0.880 65 UT 0.00005 0.044 0.044 298.066 298.022 338.46 Stream 74.880 75.000 0.120 0.00005 0.006 0.006 298.022 298.016 335.32 75.000 76.000 1.000 0.00005 0.050 0.050 298.016 297.966 318.03 76.000 76.026 0.026 66 UT 0.00005 0.001 0.001 297.966 297.965 319.03 Stream 76.026 77.000 0.974 0.00005 0.049 0.049 297.965 297.916 303.31 77.000 77.525 0.525 0.00005 0.026 0.026 297.916 297.890 304.31 Canal from minor 77.525 77.970 0.445 67 SP 0.00005 0.022 0.010 0.032 297.890 297.858 305.31 project 77.970 78.000 0.030 0.00005 0.002 0.002 297.858 297.856 298.32 Canal from minor 78.000 78.200 0.200 68 SP 0.00005 0.010 0.010 0.020 297.856 297.836 299.32 project Takalghat - 78.200 78.770 0.570 69 SLRB 0.00005 0.028 0.010 0.038 297.836 297.798 296.14 Kanholi 78.770 79.000 0.230 0.00005 0.012 0.012 297.798 297.786 291.91 79.000 79.285 0.285 0.00005 0.014 0.014 297.786 297.772 289.07 Aquedu 79.285 79.675 0.390 70 ct 0.00005 0.020 0.150 0.170 297.772 297.602 290.07 Krishna nala 79.675 79.879 0.204 71 SLRB 0.00005 0.010 0.010 0.020 297.602 297.582 291.07 Khapri - Kanholi 79.879 80.000 0.121 0.00005 0.006 0.006 297.582 297.576 288.98 80.000 80.762 0.762 72 UT 0.00005 0.038 0.038 297.576 297.538 289.98 Stream 80.762 81.000 0.238 0.00005 0.012 0.012 297.538 297.526 293.36 81.000 81.190 0.190 73 UT 0.00005 0.009 0.009 297.526 297.517 294.36 Stream 84

RD(km) Length Str. Str. Slope HL(m) due to FSL (m) NSL Remarks From To (km) No. Name Slope Str. Total Statrt End (m)

81.190 82.000 0.810 0.00005 0.041 0.041 297.517 297.476 296.07 82.000 82.100 0.100 74 UT 0.00005 0.005 0.005 297.476 297.471 297.07 Stream Canal from 82.100 82.516 0.416 75 SP 0.00005 0.021 0.010 0.031 297.471 297.440 298.07 Kanholi Talab 82.516 83.000 0.484 0.00005 0.024 0.024 297.440 297.416 295.02 83.000 83.900 0.900 76 UT 0.00005 0.045 0.045 297.416 297.371 296.02 Stream 83.900 84.000 0.100 0.00005 0.005 0.005 297.371 297.366 283.19 84.000 84.878 0.878 77 UT 0.00005 0.044 0.044 297.366 297.322 284.19 Stream 84.878 85.000 0.122 0.00005 0.006 0.006 297.322 297.316 278.39 BT Road to 85.000 85.638 0.638 78 SLRB 0.00005 0.032 0.010 0.042 297.316 297.274 279.39 reliance factory 85.638 86.000 0.362 0.00005 0.018 0.018 297.274 297.256 278.96 Wardha road - 86.000 86.110 0.110 79 SLRB 0.00005 0.005 0.010 0.015 297.256 297.241 279.96 Ajangaon 86.110 87.000 0.890 0.00005 0.045 0.045 297.241 297.196 286.47 87.000 87.485 0.485 80 SLRB 0.00005 0.024 0.010 0.034 297.196 297.162 287.47 Wardha road - Forest 87.485 88.000 0.515 0.00005 0.026 0.026 297.162 297.136 278.55 88.000 88.112 0.112 81 UT 0.00005 0.006 0.006 297.136 297.130 276.10 88.112 88.520 0.408 82 UT 0.00005 0.020 0.020 297.130 297.110 279.92 88.520 89.000 0.480 0.00005 0.024 0.024 297.110 297.086 280.23 89.000 90.000 1.000 0.00005 0.050 0.050 297.086 297.036 293.82 90.000 90.465 0.465 83 UT 0.00005 0.023 0.023 297.036 297.013 294.82 Stream 90.465 91.000 0.535 0.00005 0.027 0.027 297.013 296.986 293.95 91.000 91.530 0.530 84 UT 0.00005 0.027 0.027 296.986 296.959 294.95 Stream 91.530 92.000 0.470 0.00005 0.023 0.023 296.959 296.936 301.85

Str. Length Str. Slope RD(km) Name H (m) due to FSL (m) NSL Remarks (km No L

From To Slope Str. Total Statrt End (m)

92.000 92.250 0.250 85 UT 0.00005 0.013 0.013 296.936 296.923 302.85 Stream 92.250 93.000 0.750 0.00005 0.038 0.038 296.923 296.885 285.91 93.000 93.420 0.420 0.00005 0.021 0.021 296.885 296.864 286.91 93.420 93.875 0.455 86 UT 0.00005 0.023 0.023 296.864 296.841 287.91 Stream 93.875 94.000 0.125 0.00005 0.006 0.006 296.841 296.835 279.94 94.000 95.000 1.000 0.00005 0.050 0.050 296.835 296.785 272.91 95.000 95.590 0.590 87 UT 0.00005 0.030 0.030 296.785 296.755 273.91 Stream 95.590 96.000 0.410 0.00005 0.020 0.020 296.755 296.735 278.19 96.000 96.885 0.885 88 UT 0.00005 0.044 0.044 296.735 296.691 279.88 Stream 96.885 97.000 0.115 0.00005 0.006 0.006 296.691 296.685 284.33 97.000 97.367 0.367 89 UT 0.00005 0.018 0.018 296.685 296.667 283.37 Stream 97.367 98.000 0.633 0.00005 0.032 0.032 296.667 296.635 287.49 98.000 98.810 0.810 90 UT 0.00005 0.041 0.041 296.635 296.594 283.74 Stream 98.810 99.000 0.190 0.00005 0.009 0.009 296.594 296.585 288.46 99.000 99.865 0.865 91 UT 0.00005 0.043 0.043 296.585 296.542 285.84 Stream 99.865 100.000 0.135 0.00005 0.007 0.007 296.542 296.535 291.15 100.000 100.524 0.524 0.00005 0.026 0.026 296.535 296.509 294.55 100.524 100.830 0.306 92 UT 0.00005 0.015 0.015 296.509 296.494 291.02 Stream 100.830 101.000 0.170 0.00005 0.009 0.009 296.494 296.485 295.26 Junaghad - Forest / 101.000 101.450 0.450 93 SLRB 0.00005 0.023 0.010 0.033 296.485 296.452 296.26 Deoli 101.450 102.000 0.550 0.00005 0.027 0.027 296.452 296.425 295.30 102.000 102.135 0.135 94 SLRB 0.00005 0.007 0.010 0.017 296.425 296.408 296.30 Keljhar - Deoli 86

Str. RD(km) Length Str. HL(m) due to FSL (m) NSL Remarks Name Slope (km No

From To Slope Str. Total Statrt End (m)

102.135 102.913 0.778 95 UT 0.00005 0.039 0.039 296.408 296.369 290.26 Stream 102.913 103.000 0.087 0.00005 0.004 0.004 296.369 296.365 290.55 103.000 103.561 0.561 96 UT 0.00005 0.028 0.028 296.365 296.337 292.19 Stream 103.561 104.000 0.439 0.00005 0.022 0.022 296.337 296.315 293.71 104.000 104.157 0.157 0.00005 0.008 0.008 296.315 296.307 294.37 104.157 105.000 0.843 0.00005 0.042 0.042 296.307 296.265 302.64 105.000 105.400 0.400 97 UT 0.00005 0.020 0.020 296.265 296.245 303.64 Stream 55 0.000 105.400 105.400 0.000 L/13 0.000 0.000 296.245 296.245 303.64 ends 05 105.400 106.000 0.600 0.00005 0.030 0.030 296.245 296.215 295.95

106.000 106.312 0.312 98 SLRB 0.00005 0.016 0.010 0.026 296.215 296.189 297.25

106.312 107.000 0.688 0.00005 0.034 0.034 296.189 296.155 292.69

107.000 107.830 0.830 0.00005 0.041 0.041 296.155 296.114 293.69

107.830 108.000 0.170 0.00005 0.009 0.009 296.114 296.105 294.88 Shivangaon - 108.000 108.220 0.220 99 SLRB 0.00005 0.011 0.010 0.021 296.105 296.084 295.88 Hingni 108.220 108.770 0.550 100 UT 0.00005 0.027 0.027 296.084 296.057 280.57 Stream 108.770 109.000 0.230 0.00005 0.012 0.012 296.057 296.045 285.14 109.000 109.120 0.120 101 SLRB 0.00005 0.006 0.010 0.016 296.045 296.029 285.21 selu-hingni Aque 109.120 109.312 0.192 102 0.00005 0.010 0.150 0.160 296.029 295.869 277.90 Bor river duct 109.312 110.000 0.688 0.00005 0.034 0.034 295.869 295.835 287.20 110.000 110.485 0.485 0.00005 0.024 0.024 295.835 295.811 288.20 110.485 111.000 0.515 0.00005 0.026 0.026 295.811 295.785 291.45 87

Lengt Str. RD(km) Str. Slope HL(m) due to FSL(m) NSL Remarks h Nam From To (km) No. e Slope Str. Total Start End (m) S 111.000 111.135 0.135 103 LR 0.00005 0.007 0.010 0.017 295.785 295.768 293.65 khairi-hingni B 111.135 112.000 0.865 0.00005 0.043 0.043 295.768 295.725 284.88 112.000 112.080 0.080 0.00005 0.004 0.004 295.725 295.721 285.88 SLR 112.080 112.540 0.460 104 0.00005 0.023 0.010 0.033 295.721 295.688 286.88 Dhanoli - Khairi B 112.540 113.000 0.460 0.00005 0.023 0.023 295.688 295.665 278.13 SLR 113.000 113.560 0.560 105 0.00005 0.028 0.010 0.038 295.665 295.627 279.84 Dhanoli - Selu B SLR 113.560 113.965 0.405 106 0.00005 0.020 0.010 0.030 295.627 295.597 281.51 Wadgaon - Juvadi B 113.965 114.000 0.035 0.00005 0.002 0.002 295.597 295.595 281.21 114.000 114.608 0.608 107 UT 0.00005 0.030 0.030 295.595 295.565 282.10 Stream 114.608 115.000 0.392 0.00005 0.020 0.020 295.565 295.545 290.04 115.000 115.885 0.885 108 UT 0.00005 0.044 0.044 295.545 295.501 291.04 Stream 115.885 116.000 0.115 0.00005 0.006 0.006 295.501 295.495 291.82 116.000 116.772 0.772 0.00005 0.039 0.039 295.495 295.456 292.82 116.772 117.000 0.228 0.00005 0.011 0.011 295.456 295.445 281.26 117.000 117.325 0.325 109 UT 0.00005 0.016 0.016 295.445 295.429 282.26 Stream 117.325 118.000 0.675 0.00005 0.034 0.034 295.429 295.395 283.79 118.000 118.040 0.040 110 SLRB 0.00005 0.002 0.010 0.012 295.395 295.383 284.85 Borkedi - Salai 118.040 119.000 0.960 0.00005 0.048 0.048 295.383 295.335 285.56 119.000 119.663 0.663 0.00005 0.033 0.033 295.335 295.302 286.56 canal 119.663 120.000 0.337 0.00005 0.017 0.017 295.302 295.285 293.81 120.000 120.115 0.115 0.00005 0.006 0.006 295.285 295.279 294.81 Stream 88

Lengt Str. RD(km) Str. Slope HL(m) due to FSL(m) NSL Remarks h Nam From To (km) No. e Slope Str. Total Start End (m) 120.115 120.900 0.785 111 SLRB 0.00005 0.039 0.010 0.049 295.279 295.230 295.81 Bothli - Ridhora 120.900 121.000 0.100 0.00005 0.005 0.005 295.230 295.225 293.43 Aque 121.000 121.145 0.145 112 0.00005 0.007 0.150 0.157 295.225 295.068 290.60 Panchadhara river duct 121.145 122.000 0.855 0.00005 0.043 0.043 295.068 295.025 307.80 122.000 122.120 0.120 0.00005 0.006 0.006 295.025 295.019 311.54 122.120 122.388 0.268 0.00005 0.013 0.013 295.019 295.006 309.96 122.388 123.000 0.612 0.00005 0.031 0.031 295.006 294.975 293.60 SLR Ridhora - 123.000 123.360 0.360 113 0.00005 0.018 0.010 0.028 294.975 294.947 289.33 B Tamasvada 123.360 124.000 0.640 0.00005 0.032 0.032 294.947 294.915 285.08 124.000 124.248 0.248 0.00005 0.012 0.012 294.915 294.903 287.77 SLR Tamasvada - 124.248 124.853 0.605 114 0.00005 0.030 0.010 0.040 294.903 294.863 289.33 B Akholi 124.853 125.000 0.147 0.00005 0.007 0.007 294.863 294.856 288.15 125.000 125.505 0.505 115 UT 0.00005 0.025 0.025 294.856 294.831 283.13 Stream 125.505 126.000 0.495 0.00005 0.025 0.025 294.831 294.806 291.27 126.000 126.580 0.580 116 SLRB 0.00005 0.029 0.010 0.039 294.806 294.767 293.45 Amgaon - Akholi 126.580 127.000 0.420 0.00005 0.021 0.021 294.767 294.746 286.55 127.000 127.745 0.745 0.00005 0.037 0.037 294.746 294.709 284.87 127.745 128.000 0.255 0.00005 0.013 0.013 294.709 294.696 282.92 128.000 128.450 0.450 117 S LR B 0.00005 0.022 0.010 0.032 294.696 294.664 282.52 Borgaon - Kamti 128.450 129.000 0.550 0.00005 0.028 0.028 294.664 294.636 283.88 129.000 129.110 0.110 118 S LR B 0.00005 0.006 0.010 0.016 294.636 294.620 284.94 Madadni - Madna 129.110 130.000 0.890 0.00005 0.044 0.044 294.620 294.576 289.85 89

Lengt Str. RD(km) Str. Slope HL(m) due to FSL(m) NSL Remarks h Nam From To (km) No. e Slope Str. Total Start End (m) 130.000 130.122 0.122 0.00005 0.006 0.006 294.576 294.570 290.85 130.122 131.000 0.878 0.00005 0.044 0.044 294.570 294.526 298.07 131.000 131.440 0.440 119 SLRB 0.00005 0.022 0.010 0.032 294.526 294.494 297.71 sawad-madna 131.440 132.000 0.560 0.00005 0.028 0.028 294.494 294.466 291.64 132.000 132.850 0.850 0.00005 0.042 0.042 294.466 294.424 298.09 132.850 132.950 0.100 0.00005 0.005 0.005 294.424 294.419 292.00 132.950 133.050 0.100 120 UT 0.00005 0.005 0.005 294.419 294.414 290.00 Vaner vihar nala 133.050 133.350 0.300 0.00005 0.015 0.015 294.414 294.399 290.00 133.350 134.350 1.000 0.00005 0.050 0.050 294.399 294.349 290.00 Escape Aqued 134.350 134.550 0.200 121 uct 0.00005 0.010 0.150 0.160 294.349 294.189 286.00 Dham river S LR Morangna - 134.550 134.950 0.400 122 0.00005 0.020 0.010 0.030 294.189 294.159 291.00 B Wardha 134.950 135.000 0.050 0.00005 0.003 0.003 294.159 294.156 291.00 135.000 136.000 1.000 0.00005 0.050 0.050 294.156 294.106 291.00 55 0.00 136.000 136.150 0.150 L/9 0.008 0.008 294.106 294.098 290.00 005 ends 136.150 136.350 0.200 0.00005 0.010 0.010 294.098 294.088 290.00 136.350 137.350 1.000 0.00005 0.050 0.050 294.088 294.038 300.00 138.350 138.550 0.200 123 U T 0.00005 0.010 0.010 293.988 293.978 290.00 Stream SLR 138.550 139.250 0.700 124 0.00005 0.035 0.010 0.045 293.978 293.933 295.00 Morangna - Natal B 139.250 139.350 0.100 0.00005 0.005 0.005 293.933 293.928 290.00 139.350 140.350 1.000 125 U T 0.00005 0.050 0.050 293.928 293.878 287.00 Stream 140.350 141.350 1.000 0.00005 0.050 0.050 293.878 293.828 290.00 90

RD(km) Length Str. Str. Slope HL(m) due to FSL(m) NSL Remarks Nam From To (km) No. e Slope Str. Total Start End (m) 141.350 142.350 1.000 0.00005 0.050 0.050 293.828 293.778 290.00 S LR Panvadi - 142.350 142.850 0.500 126 0.00005 0.025 0.010 0.035 293.778 293.743 290.00 B Anjangaon 142.850 143.350 0.500 0.00005 0.025 0.025 293.743 293.718 300.00 143.350 144.350 1.000 0.00005 0.050 0.050 293.718 293.668 310.00 144.350 145.350 1.000 0.00005 0.050 0.050 293.668 293.618 320.00 S LR Jamundara - 145.350 145.650 0.300 127 0.00005 0.015 0.010 0.025 293.618 293.593 320.00 B Krishnapur 145.650 146.350 0.700 0.00005 0.035 0.035 293.593 293.558 330.00 146.350 147.350 1.000 0.00005 0.050 0.050 293.558 293.508 320.00 147.350 148.350 1.000 0.00005 0.050 0.050 293.508 293.458 310.00 148.350 148.850 0.500 128 S P 0.00005 0.025 0.010 0.035 293.458 293.423 310.00 Stream 148.850 149.350 0.500 0.00005 0.025 0.025 293.423 293.398 290.00 149.350 150.350 1.000 0.00005 0.050 0.050 293.398 293.348 290.00 150.350 151.350 1.000 0.00005 0.050 0.050 293.348 293.298 290.00 151.350 152.350 1.000 0.00005 0.050 0.050 293.298 293.248 290.00 152.350 153.050 0.700 129 U T 0.00005 0.035 0.035 293.248 293.213 288.00 Stream 153.050 153.350 0.300 0.00005 0.015 0.015 293.213 293.198 289.00 S LR 153.350 153.750 0.400 130 B 0.00005 0.020 0.010 0.030 293.198 293.168 287.00 Gaurkhera - Rohna 153.750 154.050 0.300 131 U T 0.00005 0.015 0.015 293.168 293.153 287.00 Stream 154.050 154.350 0.300 0.00005 0.015 0.015 293.153 293.138 295.00 S LR Panjar bothli - 154.350 155.250 0.900 132 0.00005 0.045 0.010 0.055 293.138 293.083 298.00 B Rohna 155.250 155.350 0.100 0.00005 0.005 0.005 293.083 293.078 296.00 155.350 156.350 1.000 0.00005 0.050 0.050 293.078 293.028 290.00 91

Lengt Str. RD(km) Str. Slope HL(m) due to FSL(m) NSL Remarks h Nam From To (km) No. e Slope Str. Total Start End (m) 156.350 157.350 1.000 0.00005 0.050 0.050 293.028 292.978 300.00 Rohna branch (30 157.350 158.350 1.000 133 C R 0.00005 0.050 0.200 0.250 292.978 292.728 300.00 km) 158.350 159.350 1.000 0.00005 0.050 0.050 292.728 292.678 300.00 S LR 159.350 159.850 0.500 134 0.00005 0.025 0.010 0.035 292.678 292.643 298.00 Savang -Rohna B 159.850 160.350 0.500 0.00005 0.025 0.025 292.643 292.618 295.00 160.350 160.950 0.600 135 U T 0.00005 0.030 0.030 292.618 292.588 288.00 Stream 160.950 161.350 0.400 0.00005 0.020 0.020 292.588 292.568 290.00 161.350 162.350 1.000 0.00005 0.050 0.050 292.568 292.518 292.00

162.350 162.450 0.100 136 U T 0.00005 0.005 0.005 292.518 292.513 288.00 Stream 162.450 163.350 0.900 0.00005 0.045 0.045 292.513 292.468 292.00 163.350 164.350 1.000 137 U T 0.00005 0.050 0.050 292.468 292.418 288.00 Stream 164.350 165.350 1.000 0.00005 0.050 0.050 292.418 292.368 290.00 165.350 165.850 0.500 138 U T 0.00005 0.025 0.025 292.368 292.343 289.00 Stream 165.850 166.350 0.500 0.00005 0.025 0.025 292.343 292.318 290.00 166.350 167.350 1.000 0.00005 0.050 0.050 292.318 292.268 290.00 DLR 167.350 167.750 0.400 139 0.00005 0.020 0.010 0.030 292.268 292.238 293.00 Arvi - Phulgaon B Rly.b 167.750 167.850 0.100 140 0.00005 0.005 0.010 0.015 292.238 292.223 293.00 Arvi - Phulgaon ridge 167.850 168.350 0.500 0.00005 0.025 0.025 292.223 292.198 292.00 168.350 169.350 1.000 0.00005 0.050 0.050 292.198 292.148 292.00 169.350 170.350 1.000 0.00005 0.050 0.050 292.148 292.098 290.00 SLR 170.350 170.550 0.200 141 B 0.00005 0.010 0.010 0.020 292.098 292.078 291.00 Khubgaon - Neri

Lengt Str. RD(km) Str. Slope HL(m) due to FSL(m) NSL Remarks h Nam From To (km) No. e Slope Str. Total Start End (m) 170.550 171.350 0.800 0.00005 0.040 0.040 292.078 292.038 290.00 55 0.00 171.350 171.550 0.200 L/5 0.010 0.010 292.038 292.028 290.00 005 ends 171.550 172.350 0.800 0.00005 0.040 0.040 292.028 291.988 285.00 172.350 172.550 0.200 142 U T 0.00005 0.010 0.010 291.988 291.978 285.00 Choho nala S LR 172.550 173.250 0.700 143 0.00005 0.035 0.010 0.045 291.978 291.933 287.00 Vathoda - Nimboli B 173.250 173.350 0.100 0.00005 0.005 0.005 291.933 291.928 287.00 173.350 174.350 1.000 0.00005 0.050 0.050 291.928 291.878 293.00 174.350 175.250 0.900 144 U T 0.00005 0.045 0.045 291.878 291.833 287.00 Bakli nala 175.250 175.350 0.100 0.00005 0.005 0.005 291.833 291.828 288.00 S L Deurvada - 175.350 176.350 1.000 145 0.00005 0.050 0.010 0.060 291.828 291.768 290.00 R B Nimboli 176.350 185.100 8.750 0.00005 0.438 0.438 291.768 291.330 290.00 Escape Aqu Across Wardha 185.100 185.500 0.400 146 0.00005 0.020 0.150 0.170 291.330 291.160 283.00 e. river 185.500 185.900 0.400 0.00005 0.020 0.020 291.160 291.140 289.00 185.900 186.900 1.000 147 U T 0.00005 0.050 0.050 291.140 291.090 286.00 Stream 186.900 187.900 1.000 0.00005 0.050 0.050 291.090 291.040 290.00 187.900 188.900 1.000 0.00005 0.050 0.050 291.040 290.990 290.00 S L Anjansingi - 188.900 189.800 0.900 148 0.00005 0.045 0.010 0.055 290.990 290.935 294.00 R B Mangrul 189.800 189.900 0.100 0.00005 0.005 0.005 290.935 290.930 294.00

189.900 190.900 1.000 149 S P 0.00005 0.050 0.010 0.060 290.930 290.870 294.00 Stream 190.900 191.900 1.000 0.00005 0.050 0.050 290.870 290.820 292.00

Lengt Str. RD(km) Str. Slope HL(m) due to FSL(m) NSL Remarks h Nam From To (km) No. e Slope Str. Total Start End (m) 191.900 192.200 0.300 150 U T 0.00005 0.015 0.015 290.820 290.805 289.00

192.200 192.700 0.500 151 U T 0.00005 0.025 0.025 290.805 290.780 288.00

192.700 192.900 0.200 0.00005 0.010 0.010 290.780 290.770 289.00

192.900 193.900 1.000 0.00005 0.050 0.050 290.770 290.720 290.00

193.900 194.300 0.400 152 S L R B 0.00005 0.020 0.010 0.030 290.720 290.690 290.00 194.300 194.900 0.600 0.00005 0.030 0.030 290.690 290.660 288.00 Chinchpur - Vasad 194.900 195.900 1.000 153 S L R B 0.00005 0.050 0.010 0.060 290.660 290.600 288.00 Vasad - Mangrul 195.900 196.900 1.000 0.00005 0.050 0.050 290.600 290.550 290.00 196.900 197.800 0.900 154 UT 0.00005 0.045 0.045 290.550 290.505 280.00 197.800 197.900 0.100 0.00005 0.005 0.005 290.505 290.500 285.00 Vathoda Buzurg - 197.900 198.900 1.000 0.00005 0.050 0.050 290.500 290.450 290.00 Mangrul S L Dhamangaon - 198.900 199.000 0.100 155 0.00005 0.005 0.010 0.015 290.450 290.435 290.00 R B Mnagrul S L 199.000 199.900 0.900 156 0.00005 0.045 0.010 0.055 290.435 290.380 290.00 R B 199.900 200.900 1.000 0.00005 0.050 0.050 290.380 290.330 292.00 Nimboli - Mangrul S L 200.900 201.100 0.200 157 0.00005 0.010 0.010 0.020 290.330 290.310 292.00 R B 201.100 201.900 0.800 0.00005 0.040 0.040 290.310 290.270 290.00 Nasarapu vagu Chennur branch 201.900 202.900 1.000 0.00005 0.050 0.050 290.270 290.220 282.00 canal

Lengt Str. RD(km) Str. Slope HL(m) due to FSL(m) NSL Remarks h Nam From To (km) No. e Slope Str. Total Start End (m) 202.900 203.600 0.700 158 UT 0.00005 0.035 0.035 290.220 290.185 283.00 203.600 203.900 0.300 0.00005 0.015 0.015 290.185 290.170 292.00 203.900 204.900 1.000 0.00005 0.050 0.050 290.170 290.120 290.00 S L 204.900 205.400 0.500 159 0.00005 0.025 0.010 0.035 290.120 290.085 292.00 Nimboli - Talni R B 205.400 205.900 0.500 0.00005 0.025 0.025 290.085 290.060 290.00 205.900 206.900 1.000 160 UT 0.00005 0.050 0.050 290.060 290.010 288.00 Stream 206.900 207.900 1.000 0.00005 0.050 0.050 290.010 289.960 290.00 S L Dhamangaon - 207.900 208.200 0.300 161 0.00005 0.015 0.010 0.025 289.960 289.935 293.00 R B Talni 208.200 208.900 0.700 0.00005 0.035 0.035 289.935 289.900 290.00 Rly.b 208.900 209.400 0.500 162 0.00005 0.025 0.010 0.035 289.900 289.865 290.00 Chandur-Palgaon ridge 209.400 209.900 0.500 0.00005 0.025 0.025 289.865 289.840 285.00 Aque Chandrabhaga 209.900 210.700 0.800 163 0.00005 0.040 0.150 0.190 289.840 289.650 278.00 . Nala 210.700 210.900 0.200 0.00005 0.010 0.010 289.650 289.640 284.00 S L 210.900 211.800 0.900 164 0.00005 0.045 0.010 0.055 289.640 289.585 290.00 Hingangaon - Savla R B 211.800 211.900 0.100 0.00005 0.005 0.005 289.585 289.580 292.00 S L R Dhamangaon - 211.900 212.700 0.800 165 B 0.00005 0.040 0.010 0.050 289.580 289.530 290.00 Nimbhora Raj 212.700 212.900 0.200 0.00005 0.010 0.010 289.530 289.520 288.00 212.900 213.900 1.000 0.00005 0.050 0.050 289.520 289.470 289.00 213.900 214.900 1.000 0.00005 0.050 0.050 289.470 289.420 290.00 214.900 215.200 0.300 55 L/1 ends 0.00005 0.015 0.015 289.420 289.405 290.00 S L R Dhamangaon - Yavatmal 215.200 215.500 0.300 166 B 0.00005 0.015 0.010 0.025 289.405 289.380 290.00 95

Lengt Str. RD(km) Str. Slope HL(m) due to FSL(m) NSL Remarks h Nam From To (km) No. e Slope Str. Total Start End (m) 215.500 215.900 0.400 0.00005 0.020 0.020 289.380 289.360 294.00 215.900 216.900 1.000 0.00005 0.050 0.050 289.360 289.310 298.00 216.900 217.900 1.000 0.00005 0.050 0.050 289.310 289.260 300.00 S L Dhamangaon - 217.900 218.200 0.300 167 0.00005 0.015 0.010 0.025 289.260 289.235 303.00 R B Talegaon 218.200 218.900 0.700 0.00005 0.035 0.035 289.235 289.200 302.00 S L Kashikhed - 218.900 219.200 0.300 168 0.00005 0.015 0.010 0.025 289.200 289.175 300.00 R B Vadhana 219.200 219.900 0.700 169 C R 0.00005 0.035 0.200 0.235 289.175 288.940 295.00 Talegaon branch 219.900 220.900 1.000 0.00005 0.050 0.050 288.940 288.890 290.00 S L Kamana Ghosali - 220.900 221.300 0.400 170 0.00005 0.020 0.010 0.030 288.890 288.860 287.00 R B Talegaon 221.300 221.600 0.300 171 UT 0.00005 0.015 0.015 288.860 288.845 285.00 Stream S L Kamana Ghosali - 221.600 221.800 0.200 172 0.00005 0.010 0.010 0.020 288.845 288.825 285.00 R B Sendurjana 221.800 221.900 0.100 0.00005 0.005 0.005 288.825 288.820 288.00 221.900 222.900 1.000 0.00005 0.050 0.050 288.820 288.770 290.00 S L Dhamangaon - 222.900 223.400 0.500 173 0.00005 0.025 0.010 0.035 288.770 288.735 289.00 R B Sendurjana 223.400 223.900 0.500 0.00005 0.025 0.025 288.735 288.710 285.00 Kalamoli Nala T/o Aque 223.900 224.300 0.400 174 0.00005 0.020 0.150 0.170 288.710 288.540 281.00 Bemla River 224.300 224.900 0.600 0.00005 0.030 0.030 288.540 288.510 285.00 S L Chandur - 224.900 225.200 0.300 175 0.00005 0.015 0.010 0.025 288.510 288.485 287.00 R B Sendurjana Khrud S L Satepal - 225.200 225.500 0.300 176 0.00005 0.015 0.010 0.025 288.485 288.460 289.00 R B Sendurjana Khrud 225.500 225.900 0.400 0.00005 0.020 0.020 288.460 288.440 290.00

Lengt Str. RD(km) Str. Slope HL(m) due to FSL(m) NSL Remarks h Nam From To (km) No. e Slope Str. Total Start End (m) 225.900 226.900 1.000 0.00005 0.050 0.050 288.440 288.390 300.00 226.900 227.900 1.000 0.00005 0.050 0.050 288.390 288.340 294.00 227.900 228.900 1.000 0.00005 0.050 0.050 288.340 288.290 292.00 228.900 229.900 1.000 0.00005 0.050 0.050 288.290 288.240 289.00 S L 229.900 230.300 0.400 177 0.00005 0.020 0.010 0.030 288.240 288.210 289.00 Satepal - Ghuiked R B 230.300 230.900 0.600 0.00005 0.030 0.030 288.210 288.180 290.00 230.900 231.400 0.500 178 UT 0.00005 0.025 0.025 288.180 288.155 289.00 Stream 231.400 231.800 0.400 0.00005 0.020 0.020 288.155 288.135 290.00 S L R 231.800 231.900 0.100 179 B 0.00005 0.005 0.010 0.015 288.135 288.120 289.00 Baggi - Talegaon 55 0.00 231.900 232.100 0.200 L/2 0.010 0.010 288.120 288.110 289.00 005 ends Chandrabhaga 232.100 232.800 0.700 180 UT 0.00005 0.035 0.035 288.110 288.075 288.00 Nala 232.800 232.900 0.100 0.00005 0.005 0.005 288.075 288.070 288.00 232.900 233.300 0.400 181 SLRB 0.00005 0.020 0.010 0.030 288.070 288.040 291.00 Baggi - Javal 233.300 233.900 0.600 0.00005 0.030 0.030 288.040 288.010 290.00 233.900 234.900 1.000 0.00005 0.050 0.050 288.010 287.960 290.00

234.900 235.900 1.000 0.00005 0.050 0.050 287.960 287.910 294.00 235.900 236.000 0.100 182 SLRB 0.00005 0.005 0.010 0.015 287.910 287.895 289.00 Baggi - Rajura Kholad Nadi - 236.000 236.300 0.300 183 UT 0.00005 0.015 0.015 287.895 287.880 288.00 Tributary 236.300 236.900 0.600 0.00005 0.030 0.030 287.880 287.850 291.00 236.900 237.900 1.000 0.00005 0.050 0.050 287.850 287.800 290.00

Lengt Str. RD(km) Str. Slope HL(m) due to FSL(m) NSL Remarks h Nam From To (km) No. e Slope Str. Total Start End (m) 237.900 238.700 0.800 184 UT 0.00005 0.040 0.040 287.800 287.760 288.00 Stream 238.700 238.900 0.200 0.00005 0.010 0.010 287.760 287.750 288.00 SLR Sonar Buzurg - 238.900 239.300 0.400 185 0.00005 0.020 0.010 0.030 287.750 287.720 287.00 B Rajura 239.300 239.700 0.400 186 U T 0.00005 0.020 0.020 287.720 287.700 287.00 239.700 239.900 0.200 0.00005 0.010 0.010 287.700 287.690 290.00 SLR Palaskhed - 239.900 240.700 0.800 187 0.00005 0.040 0.010 0.050 287.690 287.640 291.00 B Rajura SLR Nandgaon 240.700 240.900 0.200 188 0.00005 0.010 0.010 0.020 287.640 287.620 291.00 B Khandes - Rajura 240.900 241.300 0.400 189 UT 0.00005 0.020 0.020 287.620 287.600 289.00 Stream SLR 241.300 241.900 0.600 190 0.00005 0.030 0.010 0.040 287.600 287.560 295.00 Vaghad - Rajura B 241.900 242.800 0.900 191 UT 0.00005 0.045 0.045 287.560 287.515 289.00 Stream 242.800 242.900 0.100 0.00005 0.005 0.005 287.515 287.510 290.00 242.900 243.900 1.000 0.00005 0.050 0.050 287.510 287.460 291.00 243.900 244.300 0.400 192 UT 0.00005 0.020 0.020 287.460 287.440 289.00 Stream 244.300 244.700 0.400 193 SLRB 0.00005 0.020 0.010 0.030 287.440 287.410 292.00 Vaghad -Bori 244.700 244.900 0.200 0.00005 0.010 0.010 287.410 287.400 291.00 244.900 245.300 0.400 194 SLRB 0.00005 0.020 0.010 0.030 287.400 287.370 291.00 Sultanpur - Bori 245.300 245.900 0.600 0.00005 0.030 0.030 287.370 287.340 290.00 245.900 246.900 1.000 0.00005 0.050 0.050 287.340 287.290 290.00 SLR Nandurabad - 246.900 247.300 0.400 195 0.00005 0.020 0.010 0.030 287.290 287.260 292.00 B Javal 247.300 247.800 0.500 196 UT 0.00005 0.025 0.025 287.260 287.235 292.00 Kirjaval - Javal 247.800 247.900 0.100 0.00005 0.005 0.005 287.235 287.230 291.00 98

Lengt Str. RD(km) Str. Slope HL(m) due to FSL(m) NSL Remarks h Nam No. From To (km) e Slope Str. Total Start End (m) SLR Kirjaval - 247.900 248.900 1.000 197 0.00005 0.050 0.010 0.060 287.230 287.170 291.00 B Nandurabad SLR Bori - 248.900 249.600 0.700 198 0.00005 0.035 0.010 0.045 287.170 287.125 291.00 B Nandurabad 249.600 249.900 0.300 0.00005 0.015 0.015 287.125 287.110 290.00 249.900 250.900 1.000 0.00005 0.050 0.050 287.110 287.060 290.00 250.900 251.900 1.000 0.00005 0.050 0.050 287.060 287.010 291.00 SLR Vaghad - 251.900 252.000 0.100 199 0.00005 0.005 0.010 0.015 287.010 286.995 291.00 B Nandurabad 252.000 252.900 0.900 0.00005 0.045 0.045 286.995 286.950 290.00 252.900 253.300 0.400 200 SLRB 0.00005 0.020 0.010 0.030 286.950 286.920 291.00 Vaghad - Dhanak 253.300 253.900 0.600 0.00005 0.030 0.030 286.920 286.890 290.00 253.900 254.100 0.200 201 SLRB 0.00005 0.010 0.010 0.020 286.890 286.870 288.00 254.100 254.900 0.800 0.00005 0.040 0.040 286.870 286.830 289.00 254.900 255.300 0.400 202 SLRB 0.00005 0.020 0.010 0.030 286.830 286.800 290.00 Vaghad - Shelu (Natva) 255.300 255.900 0.600 0.00005 0.030 0.030 286.800 286.770 291.00 255.900 256.700 0.800 203 SLRB 0.00005 0.040 0.010 0.050 286.770 286.720 290.00 Rajura - Shelu (Natva) 256.700 256.900 0.200 0.00005 0.010 0.010 286.720 286.710 290.00 256.900 257.500 0.600 204 UT 0.00005 0.030 0.030 286.710 286.680 289.00 Stream 257.500 257.900 0.400 0.00005 0.020 0.020 286.680 286.660 290.00 257.900 258.600 0.700 205 SLRB 0.00005 0.035 0.010 0.045 286.660 286.615 289.00 Rajura - Phubgaon 258.600 258.900 0.300 0.00005 0.015 0.015 286.615 286.600 289.00 258.900 259.500 0.600 206 UT 0.00005 0.030 0.030 286.600 286.570 288.00 Stream 259.500 259.900 0.400 0.00005 0.020 0.020 286.570 286.550 289.00 259.900 260.000 0.100 207 SLRB 0.00005 0.005 0.010 0.015 286.550 286.535 290.00 Tenas - Phubgaon 99

Lengt Str. RD(km) Str. Slope HL(m) due to FSL(m) NSL Remarks h Nam No. From To (km) e Slope Str. Total Start End (m) SLR Nandgaon Kh. - 260.000 260.600 0.600 208 0.00005 0.030 0.010 0.040 286.535 286.495 290.00 B Phubgaon 260.600 260.900 0.300 0.00005 0.015 0.015 286.495 286.480 290.00 260.900 261.900 1.000 0.00005 0.050 0.050 286.480 286.430 290.00 261.900 262.900 1.000 209 C R 0.00005 0.050 0.200 0.250 286.430 286.180 300.00 Bembla branch SLR Nandgaon Kh. - 262.900 263.100 0.200 210 0.00005 0.010 0.010 0.020 286.180 286.160 291.00 B Shivini 263.100 263.900 0.800 0.00005 0.040 0.040 286.160 286.120 290.00 263.900 264.400 0.500 211 UT 0.00005 0.025 0.025 286.120 286.095 288.00 Stream SLR N. Khandesh - 264.400 264.800 0.400 212 0.00005 0.020 0.010 0.030 286.095 286.065 288.00 B Mangrul Chaval 264.800 264.900 0.100 0.00005 0.005 0.005 286.065 286.060 290.00 264.900 265.900 1.000 0.00005 0.050 0.050 286.060 286.010 291.00 265.900 266.900 1.000 0.00005 0.050 0.050 286.010 285.960 291.00 N.Khandesh - 266.900 267.800 0.900 213 SLRB 0.00005 0.045 0.010 0.055 285.960 285.905 289.00 Nandsavangi 267.800 267.900 0.100 0.00005 0.005 0.005 285.905 285.900 289.00 267.900 268.900 1.000 214 SP 0.00005 0.050 0.010 0.060 285.900 285.840 290.00 SLR Maholi chor - 268.900 269.200 0.300 215 0.00005 0.015 0.010 0.025 285.840 285.815 291.00 B Rohana 269.200 269.900 0.700 0.00005 0.035 0.035 285.815 285.780 290.00 269.900 270.800 0.900 216 SP 0.00005 0.045 0.010 0.055 285.780 285.725 290.00 Jallu nadi 270.800 270.900 0.100 0.00005 0.005 0.005 285.725 285.720 291.00 270.900 271.700 0.800 217 SP 0.00005 0.040 0.010 0.050 285.720 285.670 291.00 Bemla Nadi 271.700 271.900 0.200 0.00005 0.010 0.010 285.670 285.660 291.00 DhanoraGaru - 271.900 272.300 0.400 218 SLRB 0.00005 0.020 0.010 0.030 285.660 285.630 292.00 Gaurkhed 100

Lengt Str. RD(km) Str. Slope HL(m) due to FSL(m) NSL Remarks h Nam No. From To (km) e Slope Str. Total Start End (m) 272.300 272.900 0.600 0.00005 0.030 0.030 285.630 285.600 296.00

SLR MaholiChor - 272.900 273.700 0.800 219 0.00005 0.040 0.010 0.050 285.600 285.550 300.00 B Nandsavangi 273.700 273.900 0.200 0.00005 0.010 0.010 285.550 285.540 300.00 55 H/14 273.900 274.900 1.000 0.00005 0.050 0.050 285.540 285.490 300.00 ends SLR Kodrimarup - 274.900 275.500 0.600 220 0.00005 0.030 0.010 0.040 285.490 285.450 299.00 B Nandsavangi 275.500 275.900 0.400 0.00005 0.020 0.020 285.450 285.430 300.00 275.900 276.900 1.000 0.00005 0.050 0.050 285.430 285.380 298.00 276.900 277.800 0.900 221 SP 0.00005 0.045 0.010 0.055 285.380 285.325 298.00 Stream 277.800 277.900 0.100 0.00005 0.005 0.005 285.325 285.320 299.00 277.900 278.900 1.000 0.00005 0.050 0.050 285.320 285.270 300.00 SLR Pimpalgaon Baini 278.900 279.500 0.600 222 0.00005 0.030 0.010 0.040 285.270 285.230 301.00 B - Pimpri Nipani 279.500 279.900 0.400 0.00005 0.020 0.020 285.230 285.210 300.00 279.900 280.400 0.500 223 SP 0.00005 0.025 0.010 0.035 285.210 285.175 299.00 Stream 280.400 280.900 0.500 0.00005 0.025 0.025 285.175 285.150 300.00 SLR DhanoraPhasi - 280.900 281.900 1.000 224 0.00005 0.050 0.010 0.060 285.150 285.090 301.00 B Pimpri Nipani SLR DhanoraPhasi - 281.900 282.200 0.300 225 0.00005 0.015 0.010 0.025 285.090 285.065 299.00 B Kohol 282.200 282.600 0.400 226 SP 0.00005 0.020 0.010 0.030 285.065 285.035 300.00 Stream 282.600 282.900 0.300 0.00005 0.015 0.015 285.035 285.020 301.00

SLR 282.900 283.400 0.500 227 0.00005 0.025 0.010 0.035 285.020 284.985 302.00 B 283.400 283.900 0.500 0.00005 0.025 0.025 284.985 284.960 305.00

101

Lengt Str. RD(km) Str. Slope HL(m) due to FSL(m) NSL Remarks h Nam No. From To (km) e Slope Str. Total Start End (m) 283.900 284.400 0.500 228 Lift 0.00005 0.025 -20.0 -19.98 284.960 304.935 305.00 lift 20 m 284.400 284.900 0.500 0.00005 0.025 0.025 304.935 304.910 305.00 284.900 285.500 0.600 229 SLRB 0.00005 0.030 0.010 0.040 304.910 304.870 305.00 285.500 285.900 0.400 0.00005 0.020 0.020 304.870 304.850 305.00 285.900 286.000 0.100 230 SLRB 0.00005 0.005 0.010 0.015 304.850 304.835 310.00 286.000 286.400 0.400 231 UT 0.00005 0.020 0.020 304.835 304.815 310.00 Stream 286.400 286.900 0.500 0.00005 0.025 0.025 304.815 304.790 310.00 286.900 287.900 1.000 0.00005 0.050 0.050 304.790 304.740 310.00 287.900 288.200 0.300 232 Aque 0.00005 0.015 0.150 0.165 304.740 304.575 309.00 Bemla Nadi 288.200 288.900 0.700 0.00005 0.035 0.035 304.575 304.540 310.00 SLR Vadura - 288.900 289.100 0.200 233 0.00005 0.010 0.010 0.020 304.540 304.520 312.00 B Hinganvadi 289.100 289.900 0.800 0.00005 0.040 0.040 304.520 304.480 318.00 SLR Vadura - Dhanaj 289.900 290.800 0.900 234 0.00005 0.045 0.010 0.055 304.480 304.425 322.00 B Khurd Amravati 290.800 290.900 0.100 C R 0.00005 0.005 0.200 0.205 304.425 304.220 320.00 branch 290.900 291.900 1.000 0.00005 0.050 0.050 304.220 304.170 318.00 DLR Amarvati - Kedra 291.900 292.700 0.800 235 0.00005 0.040 0.010 0.050 304.170 304.120 315.00 B (NH-6) 292.700 292.900 0.200 0.00005 0.010 0.010 304.120 304.110 316.00 SLR Matoda - 292.900 293.300 0.400 236 0.00005 0.020 0.010 0.030 304.110 304.080 317.00 B Hinganvadi 293.300 293.900 0.600 0.00005 0.030 0.030 304.080 304.050 314.00 293.900 294.000 0.100 237 U T 0.00005 0.005 0.005 304.050 304.045 312.00 Stream 294.000 294.900 0.900 0.00005 0.045 0.045 304.045 304.000 312.00 102

Lengt Str. RD(km) Str. Slope HL(m) due to FSL(m) NSL Remarks h Nam No. From To (km) e Slope Str. Total Start End (m) 294.900 295.000 0.100 238 U T 0.00005 0.005 0.005 304.000 303.995 312.00 Stream SLR Kuram - Dhanaj 295.000 295.700 0.700 239 0.00005 0.035 0.010 0.045 303.995 303.950 312.00 B Khurd 295.700 295.900 0.200 0.00005 0.010 0.010 303.950 303.940 314.00 295.900 296.900 1.000 0.00005 0.050 0.050 303.940 303.890 316.00 296.900 297.900 1.000 0.00005 0.050 0.050 303.890 303.840 310.00 Kavatha - SLR 297.900 298.500 0.600 240 0.00005 0.030 0.010 0.040 303.840 303.800 308.00 Rajnapur B Khinkhini 298.500 298.700 0.200 241 U T 0.00005 0.010 0.010 303.800 303.790 308.00 Stream 298.700 298.900 0.200 0.00005 0.010 0.010 303.790 303.780 306.00 298.900 299.300 0.400 242 U T 0.00005 0.020 0.020 303.780 303.760 306.00 Stream SLR 299.300 299.700 0.400 243 0.00005 0.020 0.010 0.030 303.760 303.730 310.00 Kavatha - Akoli B 299.700 299.900 0.200 0.00005 0.010 0.010 303.730 303.720 320.00 SLR Kavatha - Rajura 299.900 300.600 0.700 244 0.00005 0.035 0.010 0.045 303.720 303.675 318.00 B Sarode 300.600 300.900 0.300 0.00005 0.015 0.015 303.675 303.660 320.00 300.900 301.900 1.000 0.00005 0.050 0.050 303.660 303.610 310.00 301.900 302.900 1.000 0.00005 0.050 0.050 303.610 303.560 300.00 SLR Kavatha - Jamti 302.900 303.100 0.200 245 0.00005 0.010 0.010 0.020 303.560 303.540 301.00 B Buzurg 303.100 303.300 0.200 55 H/10 ends 0.00005 0.010 0.010 303.540 303.530 300.00 SLR NH-6 - Jamti 303.300 303.700 0.400 246 0.00005 0.020 0.010 0.030 303.530 303.500 299.00 B Buzurg 303.700 303.900 0.200 0.00005 0.010 0.010 303.500 303.490 299.00 303.900 304.600 0.700 247 SLRB 0.00005 0.035 0.010 0.045 303.490 303.445 297.00 Malkapur - Jamti Buzurg 103

Lengt Str. RD(km) Str. Slope HL(m) due to FSL(m) NSL Remarks h Nam No. From To (km) e Slope Str. Total Start End (m) 304.600 304.900 0.300 0.00005 0.015 0.015 303.445 303.430 297.00 304.900 305.400 0.500 248 U T 0.00005 0.025 0.025 303.430 303.405 297.00 Stream 305.400 305.900 0.500 0.00005 0.025 0.025 303.405 303.380 301.00 305.900 306.900 1.000 0.00005 0.050 0.050 303.380 303.330 300.00 306.900 307.800 0.900 249 U T 0.00005 0.045 0.045 303.330 303.285 299.00 Karli nala 307.800 307.900 0.100 0.00005 0.005 0.005 303.285 303.280 299.00 307.900 308.100 0.200 250 U T 0.00005 0.010 0.010 303.280 303.270 299.00 Karli nala S L 308.100 308.600 0.500 251 0.00005 0.025 0.010 0.035 303.270 303.235 302.00 Unkhed - Karli R B 308.600 308.900 0.300 0.00005 0.015 0.015 303.235 303.220 303.00 S L Jamti Buzurg - 308.900 309.000 0.100 252 0.00005 0.005 0.010 0.015 303.220 303.205 304.00 R B Vai 309.000 309.600 0.600 253 U T 0.00005 0.030 0.030 303.205 303.175 299.00 Vai nala 309.600 309.900 0.300 0.00005 0.015 0.015 303.175 303.160 299.00 309.900 310.700 0.800 254 SLRB 0.00005 0.040 0.010 0.050 303.160 303.110 300.00 Unkhed - Vai 310.700 310.900 0.200 0.00005 0.010 0.010 303.110 303.100 299.00 310.900 311.100 0.200 255 Aque. 0.00005 0.010 0.150 0.160 303.100 302.940 298.00 Uma nadi 311.100 311.700 0.600 256 S L R B 0.00005 0.030 0.010 0.040 302.940 302.900 301.00 NH-6 - Dahu tanda 311.700 311.900 0.200 0.00005 0.010 0.010 302.900 302.890 301.00 S L Unkhed - Hat 311.900 312.500 0.600 257 0.00005 0.030 0.010 0.040 302.890 302.850 303.00 R B gaon 312.500 312.900 0.400 0.00005 0.020 0.020 302.850 302.830 302.00 312.900 313.900 1.000 0.00005 0.050 0.050 302.830 302.780 304.00 313.900 314.900 1.000 258 U T 0.00005 0.050 0.050 302.780 302.730 300.00 Stream S L R 314.900 315.900 1.000 259 B 0.00005 0.050 0.010 0.060 302.730 302.670 300.00 HendaJ - Sonala 104

Lengt Str. RD(km) Str. Slope HL(m) due to FSL(m) NSL Remarks h Nam No. From To (km) e Slope Str. Total Start End (m) 315.900 316.500 0.600 260 U T 0.00005 0.030 0.030 302.670 302.640 299.00 Kamal ganga nala 316.500 316.900 0.400 0.00005 0.020 0.020 302.640 302.620 300.00 S L HendaJ - Hat 316.900 317.400 0.500 261 0.00005 0.025 0.010 0.035 302.620 302.585 302.00 R B gaon 317.400 317.700 0.300 262 S L R B 0.00005 0.015 0.010 0.025 302.585 302.560 305.00 NH-6 - Hat gaon Murtajapur 317.700 317.900 0.200 263 C R 0.00005 0.010 0.200 0.210 302.560 302.350 307.00 branch S L Murtajapur - Hat 317.900 318.300 0.400 264 0.00005 0.020 0.010 0.030 302.350 302.320 311.00 R B gaon D L Murtajapur - Hat 318.300 318.700 0.400 265 0.00005 0.020 0.010 0.030 302.320 302.290 312.00 R B gaon 318.700 318.900 0.200 0.00005 0.010 0.010 302.290 302.280 310.00 Rly.b Murtajapur - 318.900 319.400 0.500 266 0.00005 0.025 0.010 0.035 302.280 302.245 310.00 ridge Yavatmal 319.400 319.900 0.500 0.00005 0.025 0.025 302.245 302.220 310.00 S L Murtajapur - 319.900 320.100 0.200 267 0.00005 0.010 0.010 0.020 302.220 302.200 310.00 R B Kanadi S L Murtajapur - 320.100 320.700 0.600 268 0.00005 0.030 0.010 0.040 302.200 302.160 307.00 R B Shervadi 320.700 320.900 0.200 0.00005 0.010 0.010 302.160 302.150 305.00 320.900 321.900 1.000 0.00005 0.050 0.050 302.150 302.100 300.00 321.900 322.400 0.500 269 U T 0.00005 0.025 0.025 302.100 302.075 297.00 Stream S L 322.400 322.700 0.300 270 0.00005 0.015 0.010 0.025 302.075 302.050 299.00 Shelu - Shervadi R B 322.700 322.900 0.200 0.00005 0.010 0.010 302.050 302.040 305.00 322.900 323.900 1.000 0.00005 0.050 0.050 302.040 301.990 310.00 S L Anbhera - 323.900 324.200 0.300 271 0.00005 0.015 0.010 0.025 301.990 301.965 308.00 R B Shervadi 105

Lengt Str. RD(km) Str. Slope HL(m) due to FSL(m) NSL Remarks h Nam No. From To (km) e Slope Str. Total Start End (m) 324.200 324.900 0.700 0.00005 0.035 0.035 301.965 301.930 302.00 S L Unbhera - 324.900 325.100 0.200 272 0.00005 0.010 0.010 0.020 301.930 301.910 300.00 R B Dhanora S L Unbhera - 325.100 325.500 0.400 273 0.00005 0.020 0.010 0.030 301.910 301.880 302.00 R B Dudhlan 325.500 325.900 0.400 0.00005 0.020 0.020 301.880 301.860 301.00 325.900 326.300 0.400 274 U T 0.00005 0.020 0.020 301.860 301.840 299.00 Stream 326.300 326.900 0.600 0.00005 0.030 0.030 301.840 301.810 299.00 326.900 327.900 1.000 0.00005 0.050 0.050 301.810 301.760 304.00 327.900 328.900 1.000 0.00005 0.050 0.050 301.760 301.710 298.00 328.900 329.000 0.100 275 U T 0.00005 0.005 0.005 301.710 301.705 298.00 Stream 329.000 329.900 0.900 0.00005 0.045 0.045 301.705 301.660 298.00 S L Kolambi - 329.900 330.000 0.100 276 0.00005 0.005 0.010 0.015 301.660 301.645 297.00 R B Dudhlan S L NH-6 - Borgaon 330.000 330.900 0.900 277 0.00005 0.045 0.010 0.055 301.645 301.590 302.00 R B khurd 330.900 331.900 1.000 0.00005 0.050 0.050 301.590 301.540 300.00 S L Kuran khed - 331.900 332.700 0.800 278 0.00005 0.040 0.010 0.050 301.540 301.490 301.00 R B Dodki 332.700 332.900 0.200 55 H/6 ends 0.00005 0.010 0.010 301.490 301.480 300.00 Esca 332.900 333.900 1.000 279 0.00005 0.050 0.050 301.480 301.430 300.00 Escape pe Aqu Across Kate 333.900 334.300 0.400 280 0.00005 0.020 0.150 0.170 301.430 301.260 290.00 e. Purna nadi 334.300 334.900 0.600 0.00005 0.030 0.030 301.260 301.230 293.00 S L R 334.900 335.600 0.700 281 B 0.00005 0.035 0.010 0.045 301.230 301.185 295.00 NH-6 - Kansivni 335.600 335.900 0.300 0.00005 0.015 0.015 301.185 301.170 295.00 106

Lengt Str. RD(km) Str. Slope HL(m) due to FSL(m) NSL Remarks h Nam No. From To (km) e Slope Str. Total Start End (m) S L Kuran khed - 335.900 336.600 0.700 282 0.00005 0.035 0.010 0.045 301.170 301.125 295.00 R B Kansivni 336.600 336.900 0.300 0.00005 0.015 0.015 301.125 301.110 294.00 336.900 337.200 0.300 283 U T 0.00005 0.015 0.015 301.110 301.095 293.00 Stream 337.200 337.900 0.700 0.00005 0.035 0.035 301.095 301.060 298.00 S L Kothari - Borgaon 337.900 338.700 0.800 284 0.00005 0.040 0.010 0.050 301.060 301.010 300.00 R B manju 338.700 338.900 0.200 0.00005 0.010 0.010 301.010 301.000 300.00 338.900 339.900 1.000 0.00005 0.050 0.050 301.000 300.950 299.00 339.900 340.200 0.300 285 U T 0.00005 0.015 0.015 300.950 300.935 298.00 Stream 340.200 340.900 0.700 0.00005 0.035 0.035 300.935 300.900 305.00 S L N H-6 - 340.900 341.400 0.500 286 0.00005 0.025 0.010 0.035 300.900 300.865 308.00 R B Kansivni 341.400 341.900 0.500 0.00005 0.025 0.025 300.865 300.840 310.00 341.900 342.900 1.000 0.00005 0.050 0.050 300.840 300.790 310.00 342.900 343.900 1.000 0.00005 0.050 0.050 300.790 300.740 302.00 S L Borgaon manju - 343.900 344.100 0.200 287 0.00005 0.010 0.010 0.020 300.740 300.720 300.00 R B Nipana 344.100 344.900 0.800 0.00005 0.040 0.040 300.720 300.680 300.00 S L Borgaon manju - 344.900 345.000 0.100 288 0.00005 0.005 0.010 0.015 300.680 300.665 302.00 R B C L R F 345.000 345.900 0.900 0.00005 0.045 0.045 300.665 300.620 300.00 345.900 346.200 0.300 289 U T 0.00005 0.015 0.015 300.620 300.605 290.00 Stream 346.200 346.900 0.700 0.00005 0.035 0.035 300.605 300.570 300.00 346.900 347.900 1.000 0.00005 0.050 0.050 300.570 300.520 300.00 347.900 348.300 0.400 290 U T 0.00005 0.020 0.020 300.520 300.500 290.00 Stream 107

Lengt Str. RD(km) Str. Slope HL(m) due to FSL(m) NSL Remarks h Nam No. From To (km) e Slope Str. Total Start End (m) 348.300 348.900 0.600 0.00005 0.030 0.030 300.500 300.470 300.00 348.900 349.900 1.000 0.00005 0.050 0.050 300.470 300.420 300.00 S L 349.900 350.800 0.900 291 0.00005 0.045 0.010 0.055 300.420 300.365 300.00 Babulgaon - Masa R B 350.800 350.900 0.100 0.00005 0.005 0.005 300.365 300.360 295.00 350.900 351.100 0.200 292 U T 0.00005 0.010 0.010 300.360 300.350 290.00 Stream 351.100 351.900 0.800 0.00005 0.040 0.040 300.350 300.310 300.00 351.900 352.900 1.000 0.00005 0.050 0.050 300.310 300.260 300.00 352.900 353.000 0.100 293 U T 0.00005 0.005 0.005 300.260 300.255 295.00 Stream S L 353.000 353.900 0.900 294 0.00005 0.045 0.010 0.055 300.255 300.200 302.00 Akola - Kansivni R B 353.900 354.600 0.700 295 U T 0.00005 0.035 0.035 300.200 300.165 299.00 Stream 354.600 354.900 0.300 0.00005 0.015 0.015 300.165 300.150 305.00 354.900 355.900 1.000 0.00005 0.050 0.050 300.150 300.100 310.00 Akola - 355.900 356.500 0.600 296 Rly.b 0.00005 0.030 0.010 0.040 300.100 300.060 310.00 ridge Amanvadi 356.500 356.900 0.400 0.00005 0.020 0.020 300.060 300.040 308.00 S L 356.900 357.400 0.500 297 0.00005 0.025 0.010 0.035 300.040 300.005 302.00 Akola - Yeota R B 357.400 357.900 0.500 0.00005 0.025 0.025 300.005 299.980 300.00 357.900 358.900 1.000 0.00005 0.050 0.050 299.980 299.930 300.00 358.900 359.900 1.000 0.00005 0.050 0.050 299.930 299.880 300.00 S L R 359.900 360.300 0.400 298 B 0.00005 0.020 0.010 0.030 299.880 299.850 300.00 Kanheri - Gorvha 360.300 360.900 0.600 0.00005 0.030 0.030 299.850 299.820 295.00 Aqu Across Indrupa 360.900 361.100 0.200 299 0.00005 0.010 0.150 0.160 299.820 299.660 288.00 e. nadi 108

Lengt Str. RD(km) Str. Slope HL(m) due to FSL(m) NSL Remarks h Nam No. From To (km) e Slope Str. Total Start End (m) 361.100 361.900 0.800 0.00005 0.040 0.040 299.660 299.620 290.00 S L Kanheri - Barsi 361.900 362.100 0.200 300 0.00005 0.010 0.010 0.020 299.620 299.600 290.00 R B takli 362.100 362.900 0.800 0.00005 0.040 0.040 299.600 299.560 296.00 S L Mhaispur - 362.900 363.900 1.000 301 0.00005 0.050 0.010 0.060 299.560 299.500 301.00 R B Rustumabad 363.900 364.900 1.000 0.00005 0.050 0.050 299.500 299.450 300.00 S L 364.900 365.800 0.900 302 0.00005 0.045 0.010 0.055 299.450 299.395 300.00 Sukli - Barsi takli R B 365.800 365.900 0.100 0.00005 0.005 0.005 299.395 299.390 300.00 365.900 366.900 1.000 0.00005 0.050 0.050 299.390 299.340 300.00 366.900 367.900 1.000 0.00005 0.050 0.050 299.340 299.290 300.00 S L Mhaispur - 367.900 368.100 0.200 303 0.00005 0.010 0.010 0.020 299.290 299.270 299.00 R B Sindkhed 368.100 368.800 0.700 304 Aque. 0.00005 0.035 0.150 0.185 299.270 299.085 292.00 Murna nadi 368.800 368.900 0.100 0.00005 0.005 0.005 299.085 299.080 295.00 368.900 369.400 0.500 55 H/2 ends 0.00005 0.025 0.025 299.080 299.055 299.00 S L 369.400 369.800 0.400 305 0.00005 0.020 0.010 0.030 299.055 299.025 300.00 Akola - Warkhed R B 369.800 369.900 0.100 0.00005 0.005 0.005 299.025 299.020 300.00 Canal from 369.900 370.200 0.300 306 S P 0.00005 0.015 0.010 0.025 299.020 298.995 302.00 Murna river 370.200 370.900 0.700 0.00005 0.035 0.035 298.995 298.960 300.00 S L Akola - Kapshi 370.900 371.500 0.600 307 0.00005 0.030 0.010 0.040 298.960 298.920 303.00 R B road 371.500 371.900 0.400 0.00005 0.020 0.020 298.920 298.900 300.00 371.900 372.700 0.800 308 U T 0.00005 0.040 0.040 298.900 298.860 295.00 Stream

109

Lengt Str. Slope RD(km) h Str. H (m) due to FSL(m) NSL Remarks No. L (km) Nam e From To Slope Str. Total Start End (m)

372.700 372.900 0.200 0.00005 0.010 0.010 298.860 298.850 298.00 372.900 373.500 0.600 309 U T 0.00005 0.030 0.030 298.850 298.820 295.00 Stream 373.500 373.900 0.400 0.00005 0.020 0.020 298.820 298.800 297.00 373.900 374.900 1.000 0.00005 0.050 0.050 298.800 298.750 300.00 374.900 375.900 1.000 310 U T 0.00005 0.050 0.050 298.750 298.700 298.00 Stream 375.900 376.900 1.000 0.00005 0.050 0.050 298.700 298.650 300.00 376.900 377.200 0.300 311 U T 0.00005 0.015 0.015 298.650 298.635 299.00 Stream S L Akola - 377.200 377.400 0.200 312 0.00005 0.010 0.010 0.020 298.635 298.615 299.00 R B Goregaon khurd 377.400 377.900 0.500 0.00005 0.025 0.025 298.615 298.590 304.00 377.900 378.900 1.000 0.00005 0.050 0.050 298.590 298.540 310.00 S L Nandikhed - 378.900 379.100 0.200 313 0.00005 0.010 0.010 0.020 298.540 298.520 308.00 R B Goregaon 379.100 379.900 0.800 0.00005 0.040 0.040 298.520 298.480 310.00 379.900 380.900 1.000 314 C R 0.00005 0.050 0.200 0.250 298.480 298.230 313.00 Paras branch S L Degaon - 380.900 381.500 0.600 315 0.00005 0.030 0.010 0.040 298.230 298.190 316.00 R B Boregaon 381.500 381.900 0.400 0.00005 0.020 0.020 298.190 298.170 310.00 381.900 382.900 1.000 0.00005 0.050 0.050 298.170 298.120 305.00 382.900 383.900 1.000 0.00005 0.050 0.050 298.120 298.070 300.00 Wadegaon - Kapshi S L R B 383.900 384.800 0.900 316 0.00005 0.045 0.010 0.055 298.070 298.015 300.00 road 384.800 384.900 0.100 0.00005 0.005 0.005 298.015 298.010 300.00 384.900 385.900 1.000 0.00005 0.050 0.050 298.010 297.960 300.00 S L R Wadegaon - Tandli 385.900 386.100 0.200 317 B 0.00005 0.010 0.010 0.020 297.960 297.940 299.00 khurd 110

Lengt Str. Slope RD(km) h Str. H (m) due to FSL(m) NSL Remarks No. L (km) Nam e From To Slope Str. Total Start End (m)

386.100 386.900 0.800 0.00005 0.040 0.040 297.940 297.900 299.00 Aqu 386.900 387.500 0.600 318 0.00005 0.030 0.150 0.180 297.900 297.720 290.00 Bhikund e. 387.500 387.900 0.400 0.00005 0.020 0.020 297.720 297.700 300.00 S L Wadegaon - 387.900 388.500 0.600 319 0.00005 0.030 0.010 0.040 297.700 297.660 302.00 R B Babul gaon 388.500 388.900 0.400 0.00005 0.020 0.020 297.660 297.640 303.00 S L Wadegaon - 388.900 389.700 0.800 320 0.00005 0.040 0.010 0.050 297.640 297.590 304.00 R B Tulanga 389.700 389.900 0.200 0.00005 0.010 0.010 297.590 297.580 302.00 389.900 390.600 0.700 321 S P 0.00005 0.035 0.010 0.045 297.580 297.535 300.00 Stream 390.600 390.900 0.300 0.00005 0.015 0.015 297.535 297.520 301.00 390.900 391.900 1.000 0.00005 0.050 0.050 297.520 297.470 300.00 391.900 392.600 0.700 322 U T 0.00005 0.035 0.035 297.470 297.435 299.00 Stream 392.600 392.900 0.300 0.00005 0.015 0.015 297.435 297.420 300.00 392.900 393.900 1.000 0.00005 0.050 0.050 297.420 297.370 300.00 S L Tamsi - Tulanga 393.900 394.000 0.100 323 0.00005 0.005 0.010 0.015 297.370 297.355 299.00 R B Buzruk 394.000 394.700 0.700 324 S P 0.00005 0.035 0.010 0.045 297.355 297.310 300.00 Mun river 394.700 394.900 0.200 0.00005 0.010 0.010 297.310 297.300 299.00 394.900 395.900 1.000 0.00005 0.050 0.050 297.300 297.250 299.00 S L Chincholi gaon - 395.900 396.100 0.200 325 0.00005 0.010 0.010 0.020 297.250 297.230 298.00 R B Loni 396.100 396.900 0.800 0.00005 0.040 0.040 297.230 297.190 299.00 396.900 397.900 1.000 0.00005 0.050 0.050 297.190 297.140 299.00 111

Lengt Str. Slope RD(km) h Str. H (m) due to FSL(m) NSL Remarks No. L (km) Nam e From To Slope Str. Total Start End (m)

S L Batwadi khurd - 397.900 398.300 0.400 326 0.00005 0.020 0.010 0.030 297.140 297.110 299.00 R B Kadmapur 398.300 398.900 0.600 0.00005 0.030 0.030 297.110 297.080 301.00 398.900 399.900 1.000 0.00005 0.050 0.050 297.080 297.030 300.00 399.900 400.100 0.200 327 S P 0.00005 0.010 0.010 0.020 297.030 297.010 299.00 Stream 400.100 400.900 0.800 0.00005 0.040 0.040 297.010 296.970 300.00 S L Palshi khurd - 400.900 401.600 0.700 328 0.00005 0.035 0.010 0.045 296.970 296.925 301.00 R B Kadmapur 55 D/14 401.600 401.900 0.300 0.00005 0.015 0.015 296.925 296.910 301.00 ends 401.900 402.700 0.800 329 U T 0.00005 0.040 0.040 296.910 296.870 300.00 Stream 402.700 402.900 0.200 0.00005 0.010 0.010 296.870 296.860 300.00 S L Sambhapur - Palsi 402.900 403.700 0.800 330 0.00005 0.040 0.010 0.050 296.860 296.810 301.00 R B huzruk 403.700 403.900 0.200 0.00005 0.010 0.010 296.810 296.800 300.00 403.900 404.900 1.000 0.00005 0.050 0.050 296.800 296.750 298.00 404.900 405.900 1.000 0.00005 0.050 0.050 296.750 296.700 295.00 S L R Sambhapur - 405.900 406.200 0.300 331 B 0.00005 0.015 0.010 0.025 296.700 296.675 293.00 Ambikapur 406.200 406.700 0.500 332 U T 0.00005 0.025 0.025 296.675 296.650 290.00 Mahes nadi 406.700 406.900 0.200 0.00005 0.010 0.010 296.650 296.640 293.00

406.900 407.500 0.600 333 S L R B 0.00005 0.030 0.010 0.040 296.640 296.600 294.00 Taroda - Ambikapur 407.500 407.900 0.400 0.00005 0.020 0.020 296.600 296.580 300.00 407.900 408.900 1.000 0.00005 0.050 0.050 296.580 296.530 300.00 S L R 408.900 409.800 0.900 334 B 0.00005 0.045 0.010 0.055 296.530 296.475 312.00 NH-6 - Ambikapur 112

Lengt Str. Slope RD(km) h Str. H (m) due to FSL(m) NSL Remarks No. L (km) Nam e From To Slope Str. Total Start End (m)

409.800 409.900 0.100 0.00005 0.005 0.005 296.475 296.470 310.00 409.900 410.900 1.000 0.00005 0.050 0.050 296.470 296.420 305.00 Khamgaon - 410.900 411.300 0.400 335 D L R B 0.00005 0.020 0.010 0.030 296.420 296.390 299.00 Balapur (NH-6) 411.300 411.900 0.600 0.00005 0.030 0.030 296.390 296.360 295.00 411.900 412.300 0.400 336 U T 0.00005 0.020 0.020 296.360 296.340 290.00 Bildi nadi 412.300 412.900 0.600 0.00005 0.030 0.030 296.340 296.310 293.00

412.900 413.000 0.100 337 S L R B 0.00005 0.005 0.010 0.015 296.310 296.295 294.00 Warud - Kolori 413.000 413.600 0.600 338 U T 0.00005 0.030 0.030 296.295 296.265 294.00 Stream 413.600 413.900 0.300 0.00005 0.015 0.015 296.265 296.250 296.00 413.900 414.400 0.500 339 S L R B 0.00005 0.025 0.010 0.035 296.250 296.215 299.00 Mahegaon - Pimprala 414.400 414.900 0.500 0.00005 0.025 0.025 296.215 296.190 299.00 414.900 415.900 1.000 0.00005 0.050 0.050 296.190 296.140 298.00 415.900 416.900 1.000 340 S L R B 0.00005 0.050 0.010 0.060 296.140 296.080 299.00 Mahegaon - Shelodi

416.900 417.900 1.000 0.00005 0.050 0.050 296.080 296.030 300.00 417.900 418.500 0.600 341 S L R B 0.00005 0.030 0.010 0.040 296.030 295.990 300.00 Gaigaon - Pimprala

418.500 418.900 0.400 0.00005 0.020 0.020 295.990 295.970 299.00 418.900 419.900 1.000 342 S LR B 0.00005 0.050 0.010 0.060 295.970 295.910 301.00 Gaigaon - Shelodi 419.900 420.900 1.000 0.00005 0.050 0.050 295.910 295.860 290.00 420.900 421.500 0.600 343 U T 0.00005 0.030 0.030 295.860 295.830 280.00 Stream 421.500 421.900 0.400 0.00005 0.020 0.020 295.830 295.810 283.00 Siras gaon - Warkhed S L R B 421.900 422.700 0.800 344 0.00005 0.040 0.010 0.050 295.810 295.760 285.00 khurd 422.700 422.900 0.200 0.00005 0.010 0.010 295.760 295.750 287.00 113

Lengt Str. RD(km) Str. Slope HL(m) due to FSL(m) NSL Remarks h Nam No. From To (km) e Slope Str. Total Start End (m) 422.900 423.900 1.000 0.00005 0.050 0.050 295.750 295.700 289.00

423.900 424.000 0.100 345 D L R B 0.00005 0.005 0.010 0.015 295.700 295.685 290.00 Shegaon - Khamgaon 424.000 424.900 0.900 0.00005 0.045 0.045 295.685 295.640 290.00 S L Jaipur - 424.900 425.000 0.100 346 0.00005 0.005 0.010 0.015 295.640 295.625 290.00 R B Khamgaon 425.000 425.900 0.900 0.00005 0.045 0.045 295.625 295.580 295.00 Khamgaon 425.900 426.900 1.000 347 C R 0.00005 0.050 0.200 0.250 295.580 295.330 300.00 branch 426.900 427.900 1.000 0.00005 0.050 0.050 295.330 295.280 295.00 Khamgaon - 427.900 428.000 0.100 348 Rly.br 0.00005 0.005 0.010 0.015 295.280 295.265 290.00 idge Jalamb S L Kokta - 428.000 428.600 0.600 349 0.00005 0.030 0.010 0.040 295.265 295.225 290.00 R B Khamgaon 428.600 428.900 0.300 0.00005 0.015 0.015 295.225 295.210 290.00 428.900 429.500 0.600 350 U T 0.00005 0.030 0.030 295.210 295.180 290.00 Bordi nadi 429.500 429.900 0.400 0.00005 0.020 0.020 295.180 295.160 292.00 429.900 430.900 1.000 0.00005 0.050 0.050 295.160 295.110 293.00

430.900 431.700 0.800 351 D L R B 0.00005 0.040 0.010 0.050 295.110 295.060 295.00 Malkapur- Khamgaon (NH-6) 431.700 431.900 0.200 0.00005 0.010 0.010 295.060 295.050 300.00 431.900 432.900 1.000 0.00005 0.050 0.050 295.050 295.000 312.00 432.900 433.900 1.000 0.00005 0.050 0.050 295.000 294.950 310.00 433.900 434.900 1.000 0.00005 0.050 0.050 294.950 294.900 306.00

434.900 435.300 0.400 352 S L R B 0.00005 0.020 0.010 0.030 294.900 294.870 300.00 Parkhed - Jalka bhadang 435.300 435.900 0.600 0.00005 0.030 0.030 294.870 294.840 300.00 435.900 436.000 0.100 55 D/10 ends 0.00005 0.005 0.005 294.840 294.835 298.00

114

Lengt Str. RD(km) Str. Slope HL(m) due to FSL(m) NSL Remarks h Nam No. From To (km) e Slope Str. Total Start End (m) 436.000 436.900 0.900 0.00005 0.045 0.045 294.835 294.790 300.00 436.900 437.900 1.000 0.00005 0.050 0.050 294.790 294.740 300.00 Canal from 437.900 438.200 0.300 353 U T 0.00005 0.015 0.015 294.740 294.725 298.00 Tandulwadi sluice 438.200 438.900 0.700 0.00005 0.035 0.035 294.725 294.690 298.00 438.900 439.900 1.000 0.00005 0.050 0.050 294.690 294.640 295.00 439.900 440.100 0.200 354 U T 0.00005 0.010 0.010 294.640 294.630 290.00 Stream 440.100 440.900 0.800 0.00005 0.040 0.040 294.630 294.590 289.00 440.900 441.900 1.000 0.00005 0.050 0.050 294.590 294.540 288.00 441.900 442.300 0.400 355 U T 0.00005 0.020 0.020 294.540 294.520 288.00 Gyanganga nadi 442.300 442.900 0.600 0.00005 0.030 0.030 294.520 294.490 289.00 442.900 443.500 0.600 356 U T 0.00005 0.030 0.030 294.490 294.460 290.00 443.500 443.900 0.400 0.00005 0.020 0.020 294.460 294.440 295.00 443.900 444.900 1.000 0.00005 0.050 0.050 294.440 294.390 298.00 444.900 445.900 1.000 0.00005 0.050 0.050 294.390 294.340 300.00 445.900 446.900 1.000 0.00005 0.050 0.050 294.340 294.290 299.00 446.900 447.400 0.500 357 S L R B 0.00005 0.025 0.010 0.035 294.290 294.255 300.00 Mahalongi - Pimpalgaon 447.400 447.900 0.500 0.00005 0.025 0.025 294.255 294.230 295.00 447.900 448.900 1.000 0.00005 0.050 0.050 294.230 294.180 290.00 448.900 449.900 1.000 358 U T 0.00005 0.050 0.050 294.180 294.130 288.00 Stream 449.900 450.900 1.000 0.00005 0.050 0.050 294.130 294.080 296.00 450.900 451.900 1.000 0.00005 0.050 0.050 294.080 294.030 300.00 D L R 451.900 452.000 0.100 359 B 0.00005 0.005 0.010 0.015 294.030 294.015 301.00 Nandura - Buldana 115

Lengt Str. RD(km) Str. Slope HL(m) due to FSL(m) NSL Remarks h Nam From To (km) No. e Slope Str. Total Start End (m) 452.000 452.900 0.900 0.00005 0.045 0.045 294.015 293.970 300.00 452.900 453.900 1.000 0.00005 0.050 0.050 293.970 293.920 300.00 453.900 454.900 1.000 0.00005 0.050 0.050 293.920 293.870 300.00 S L 454.900 455.300 0.400 360 0.00005 0.020 0.010 0.030 293.870 293.840 301.00 Jawla - Khaira R B 455.300 455.900 0.600 0.00005 0.030 0.030 293.840 293.810 299.00 455.900 456.700 0.800 361 S P 0.00005 0.040 0.010 0.050 293.810 293.760 297.00 Stream 456.700 456.900 0.200 0.00005 0.010 0.010 293.760 293.750 298.00 456.900 457.900 1.000 0.00005 0.050 0.050 293.750 293.700 299.00 457.900 458.900 1.000 0.00005 0.050 0.050 293.700 293.650 298.00 458.900 459.700 0.800 362 S P 0.00005 0.040 0.010 0.050 293.650 293.600 300.00 Vishvaganga nadi 459.700 459.900 0.200 0.00005 0.010 0.010 293.600 293.590 300.00 459.900 460.900 1.000 0.00005 0.050 0.050 293.590 293.540 300.00 460.900 461.900 1.000 0.00005 0.050 0.050 293.540 293.490 300.00 461.900 462.900 1.000 0.00005 0.050 0.050 293.490 293.440 300.00 462.900 463.000 0.100 55 D/6 ends 0.00005 0.005 0.005 293.440 293.435 295.00 463.000 463.900 0.900 0.00005 0.045 0.045 293.435 293.390 296.00 463.900 464.900 1.000 0.00005 0.050 0.050 293.390 293.340 296.00 S LR Navapur - 464.900 465.000 0.100 363 0.00005 0.005 0.010 0.015 293.340 293.325 301.00 B Shemba buzruk 465.000 465.700 0.700 364 S P 0.00005 0.035 0.010 0.045 293.325 293.280 298.00 Stream 465.700 465.900 0.200 0.00005 0.010 0.010 293.280 293.270 300.00 465.900 466.900 1.000 0.00005 0.050 0.050 293.270 293.220 300.00 D L 466.900 467.300 0.400 365 0.00005 0.020 0.010 0.030 293.220 293.190 301.00 Malkapur - Motala R B 116

Lengt Str. RD(km) Str. Slope HL(m) due to FSL(m) NSL Remarks h Nam No. From To (km) e Slope Str. Total Start End (m) Canal from 467.300 467.700 0.400 366 S P 0.00005 0.020 0.010 0.030 293.190 293.160 298.00 Nalganga 467.700 467.900 0.200 0.00005 0.010 0.010 293.160 293.150 292.00 Janmer branch 467.900 468.900 1.000 367 C R 0.00005 0.050 0.200 0.250 293.150 292.900 291.00 via Purna river 468.900 469.100 0.200 55 D/2 ends 0.00005 0.010 0.010 292.900 292.890 290.00 Nalganga River

469.10 23.46 -73.35 -49.89

Head loss particulars

Slope loss Head loss due to slope of canal 23.455

Loss due to structures i) Aqueducts 15 0.150 2.250 ii) Super passages 20 0.010 0.200 iii) Undertunnels 116 iv) Head regulator 1 0.200 0.200 v) Cross regulators 10 0.200 2.000 vi) Escapes 4 Vii) DLRBs 10 0.010 0.100 Viii) SLRBs 183 0.010 1.830 ix) Railways 7 0.010 0.070 x) Lifting 4 -80.000 370 -73.350 117

Annexure: 4.4 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Power requirement of link canal project

Discharge Power required (MU) Total No of Stage- Stage- Month Stage-I Stage-II Stage-III Stage-IV Stage-I Stage-IV days II III Mm Mm Mm Cumec Cumec Cumec Mm 3 Cumec 3 3 3 Operationa 25.56 29.57 27.09 27.28 l head (m)

July 31 500 186.7 500 186.7 467 174.3 266.38 99.5 39.1 45.3 38.7 22.3 145.4 August 31 500 186.7 500 186.7 467 174.3 266.38 99.5 39.1 45.3 38.7 22.3 145.4 Sept 30 500 192.9 500 192.9 467 180.1 266.38 102.8 39.1 45.3 38.7 22.3 145.4 October 31 412 153.8 412 153.8 385 143.7 219.63 82.0 32.2 37.3 31.9 18.3 119.7 Total 1912 1912 1019 149.5 173.2 148.0 85.2 555.9 Note:

1) The efficiency of the pumping system is considered at 89%

118

Annexure: 4.4.1 (1/3) Pump houseFull supply level

Lifting arrangements at RD 3.3 km (Stage-I) Monthwise operation schedule of pumps No.of 30 cumec No.of 30 cumec Quantity of division Design discharge Month pumps required pumps proposed Mm 3 Cumec July 500 205.3 6.84 7 Aug 500 205.3 6.84 7 Sept 500 212.2 7.07 7 Oct 412 169.2 5.64 6 1912 Note: Maximum number of pumps proposed are 8 (7+1 stand by) Hydraulic parameters Discharge (Cumec) 212.2 MWL in sump (m) 242.63 MDDL in sump (m) 237.13 Impeller level of pump (m) 244.00 Delivery pipe level at cistern (m) 261.61 Distance from offtake to pump (m) (m) 50.00 Static suction head (m) 6.87 Static delivery head (m) 17.61 Ground level at pump house (m) 266.56 Design of pump Discharge of each pump (Cumec) 30.0 Number of pumps (Nos) 7 Delivery pipe length (m) 17.61 Delivery main pipe length (m) 50 Dia of suction pipe (m) 3.75 119

Dia of delivery pipe (m) 2.75 Dia of delivery main pipe (m) 3.00 Velocity in suction pipe m/sec 2.72 Velocity in delivery pipe m/sec 5.05 Velocity in delivery main pipe m/sec 4.24 Head loss in suction Velocity head in suction 0.376 Velocity head in delivery 1.299 Head loss at 43% of velocity head in suction 0.162 Maximum of these Head loss at 11% of velocity head in delivery 0.143 two is considered Entry loss 0.5 V 2/2g 0.188 Total head loss in suction 0.349 Operating suction head 7.220 7.220

Head loss in delivery pipe Equivalent length of pipe Sl.no Component Unit No. Length (m) i) Reflex valve 1 no 1 2.75 ii) 90 o bend 1 no 1 2.75 iii) Sluice valve 1 no 1 2.75 iv) Length of pipe m 1 17.61 v) Reducer 1 no 1 2.75 Total equivalent pipe length (m) - 28.61 Head loss (4flv 2 / 2gd) (m) - 0.27 Head loss in delivery main Equivalent length of pipe Sl.no Component Unit No. Length (m) i) Length m 1 3.00 ii) 90 o bend 1 no 1 3.00 iii) Exit loss 1 no 1 3.00 120 iv) Raising mains 50.00 Total equivalent pipe length (m) - 59.00 Head loss (4flv 2 / 2gd) (m) - 0.36 Operating delivery head (m) - 18.2

Total pumping head (of each pump) (m) 25.46 Add 10% on losses for ageing (m) 0.10 Operational pumping head (m) 25.56 Specific speed of the pump 0.5 0.75 Specific speed of the pump Ns=3.65*N*Q / H N= Rotational speed in RPM = 120* 1000 Frequency / No. of poles Number of poles assumed 6 Discharge in each pump (Q) (Cumec) 30.0 Operational pumping head (H) (m) 25.56 Specific speed of the pump rpm 1758.68 Pump capacity Horse power =1000*Q*H/ 75*e e = Overall efficiency considered at 0.89 Horse power 11487 Power in kilowatts 8443 Power in millionwatts 8.4 Add 10% for cushioning effect 0.8 Total pump capacity (MW) 9.3 Total capacity required (MW) 65.10

121

Net positive suction head Sl.no Particulars Units MDDL MWL

1 Appx.pump elevation (m) 244.0 244.0 2 Water temperature oC 35 35 3 Atms.pressure head m' of water 10.08 10.07 4 Vapour pressure head m' of water 0.59 0.59 5 Static suction head (m) 6.87 1.37 6 Head loss (m) 0.349 0.35 7 Total suction head (m) 2.27 7.76

Design of sump well Assuming horizontal bell mouth intake: Bed level of sump=(MDDL-3.75d) 214.63 d =1.6*dia of suction pipe Depth of sump=(G.L at pump house-B.L of sump) 51.93 Width of sump=(No.of pump*3.5d)+(No. of piers*1.5) 115.50 Length of sump=(10*D+(W-B)/2tan0) 110.72 0 = 30 o Pump house Length =Unit bay & Service bay = (n*4*d)+(2*4*4*d)/3 160.0 Width of pump house= 6.9*d 25.875 Depth of pump house= GL at Pump house- (impeller level-2.6*d-2) 34.311 Impeller level 244.00 Bottom of suction pipe 227.94 Vol.of concrete=80% of pump house volume(cum) 113638 RCC (50% of total volume of concrete) 56819 Prestressed concrete (50% of total vol.) 56819 Delivery cistern Length =10*d+(Sump width-Width of canal) / (2tan0) 117.34 Width =2*d*n 48 Depth =d+2.5m 5.5 122

Annexure: 4.4.2 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Lifting arrangements at RD 20.97 km (Stage II) Monthwise operation schedule of pumps

Quantity of Design discharge No.of 30 cumec Month diversion No.of 30 cumec pumps proposed Mm 3 Cumec

July 500 205.3 6.84 7 Aug 500 205.3 6.84 7 Sept 500 212.2 7.07 7 Oct 412 169.2 5.64 6 1912 Note: Maximum number of pumps proposed are 8 Hydraulic parameters Discharge (Cumec) 212.2 MWL in sump (m) 259.53 MDDL in sump (m) 254.03 Impeller level of pump (m) 261.00 Delivery pipe level at cistern (m) 282.48 Distance from offtake to pump (m) (m) 50.00 Static suction head (m) 6.97 Static delivery head (m) 21.48 Ground level at pump house (m) 283.15 Design of pump Discharge of each pump (Cumec) 30.0 Number of pumps (Nos) 7 Delivery pipe length (m) 21.48 Delivery main pipe length (m) 50 123

Dia of suction pipe (m) 3.75 Dia of delivery pipe (m) 2.75 Dia of delivery main pipe (m) 3.00 Velocity in suction pipe m/sec 2.72 Velocity in delivery pipe m/sec 5.05 Velocity in delivery main pipe m/sec 4.24 Head loss in suction Velocity head in suction 0.376 Velocity head in delivery 1.299 Head loss at 43% of velocity head in suction 0.162 Maximum of these Head loss at 11% of velocity head in delivery 0.143 two is considered Entry loss 0.5 V ^2/2g 0.188 Total head loss in suction 0.349 Operating suction head 7.319 7.319

Head loss in delivery pipe Equivalent

Sl.no Component Unit length of pipe No. Length (m) i) Reflex valve 1 no 1 2.75 ii) 90 o bend 1 no 1 2.75 iii) Sluice valve 1 no 1 2.75 iv) Length of pipe m 1 21.48 v) Reducer 1 no 1 2.75 Total equivalent pipe length (m) - 32.48 Head loss (4flv 2 / 2gd) (m) - 0.31

124

Head loss in delivery main Equivalent Sl.no Component Unit length of pipe No. Length (m) i) Length m 1 3.00 ii) 90 o bend 1 no 1 3.00 iii) Exit loss 1 no 1 3.00 iv) Raising mains 50.00 Total equivalent pipe length (m) - 59.00 Head loss (4flv 2 / 2gd) (m) - 0.36 Operating delivery head (m) - 22.1 Total pumping head (of each pump) (m) 29.47 Add 10% on losses for ageing (m) 0.10 Operational pumping head (m) 29.57 Specific speed of the pump Specific speed of the pump N = 3.65*N*Q 0.5 / H 0.75 s N= Rotational speed in RPM = 120* Frequency / No. of poles 1000 Number of poles assumed 6

Discharge in each pump (Q) (Cumec) 30.0

Operational pumping head (H) (m) 29.57

Specific speed of the pump rpm 1576.58

Pump capacity Horse power =1000*Q*H/ 75*e e = Overall efficiency considered at 0.89

Horse power 13290

Power in kilowatts 9768

Power in millionwatts 9.8

Add 10% for cushioning effect 1.0

Total pump capacity (MW) 10.7

Total capacity required (MW) 74.9

125

Net positive suction head Sl.no Particulars Units MDDL MWL 1 Appx.pump elevation (m) 261.0 261.0 2 Water temperature oC 35 35 3 Atms.pressure head m' of water 10.06 10.05 4 Vapour pressure head m' of water 0.59 0.59 5 Static suction head (m) 6.97 1.47 6 Head loss (m) 0.349 0.35 7 Total suction head (m) 2.15 7.64 Design of sump well Assuming horizontal bell mouth intake:

Bed level of sump=(MDDL-3.75d) 231.53

d =1.6*dia of suction pipe Depth of sump=(G.L at pump house-B.L of sump) 51.62

Width of sump=(No.of pump*3.5d)+(No. of piers*1.5) 115.5 Length of sump=(10*D+(W-B)/2tan0) 110.72

0 = 30 o Pump house Length =Unit bay & Service bay = (n*4*d)+(2*4*4*d)/3 160.0 Width of pump house= 6.9*d 25.875

Depth of pump house= GL at Pump house-

(impeller level-2.6*d-2) 33.9

Impeller level 261.00

Bottom of suction pipe 244.94

Vol.of concrete=80% of pump house volume(cum) 112277

RCC (50% of total 56138 volume of concrete) Prestressed concrete 56138 (50% of total vol.)

126

Delivery cistern Length =10*d+(Sump width-Width of canal) / (2tan0) 117.34

Width =2*d*n 48

Depth =d+2.5m 5.5

127

Annexure: 4.4.3 Lifting arrangements at RD 40.00 km (Stage-III) Monthwise operation schedule of pumps Design No.of 30 cumec 30 cumec Quantity of diversion Month discharge pumps required pumps proposed Mm 3 Cumec July 467 191.7 6.39 7 Aug 467 191.7 6.39 7 Sept 467 198.1 6.60 7 Oct 385 158.1 5.27 6 1785 Note: Maximum number of pumps proposed 8 Hydraulic parameters Discharge (Cumec) 198.10 MWL in sump (m) 280.27 MDDL in sump (m) 275.27 Impeller level of pump (m) 281.00 Delivery pipe level at cistern (m) 301.26 Distance from offtake to pump (m) (m) 50.00 Static suction head (m) 5.73 Static delivery head (m) 20.26 Ground level at pump house (m) 308.48 Design of pump Discharge of each pump (Cumec) 30.0 Number of pumps (Nos) 7 Delivery pipe length (m) 20.26 Delivery main pipe length (m) 50 Dia of suction pipe (m) 3.75 Dia of delivery pipe (m) 2.75 Dia of delivery main pipe (m) 3.00 128

Velocity in suction pipe m/sec 2.72 Velocity in delivery pipe m/sec 5.05 Velocity in delivery main pipe m/sec 4.24 Head loss in suction Velocity head in suction 0.376 Velocity head in delivery 1.299

Maximum of these Head loss at 43% of velocity head in suction 0.162

Head loss at 11% of velocity head in delivery 0.143 two is considered 2 Entry loss 0.5 V /2g 0.188 Total head loss in suction 0.349 Operating suction head 6.079 6.079 Head loss in delivery pipe Equivalent length of pipe Sl.no Component Unit No.of dia. Length (m) i) Reflex valve 1 no 1 2.75 ii) 90 o bend 1 no 1 2.75 iii) Sluice valve 1 no 1 2.75 iv) Length of pipe m 1 20.26 v) Reducer 1 no 1 2.75 Total equivalent pipe (m) - 31.26 length Head loss (4flv 2 / 2gd) (m) - 0.30 Head loss in delivery main Equivalent length of pipe Sl.no Component Unit No.of dia. Length (m) i) Length m 1 3.00 ii) 90 o bend 1 no 1 3.00 iii) Exit loss 1 no 1 3.00 iv) Raising mains 50.00 Total equivalent pipe (m) - 59.00 129 length Head loss (4flv 2 / 2gd) (m) - 0.36 Operating delivery head (m) - 20.9

26.99 Total pumping head (of each pump) (m) Add 10% on losses for ageing (m) 0.10 Operational pumping head (m) 27.09 Specific speed of the pump 0.5 0.75 Specific speed of the pump Ns= 3.65*N*Q / H N= Rotational speed in RPM = 120* Frequency / No. of poles 1000 Number of poles assumed 6 Discharge in each pump (Q) (Cumec) 30.0 Operational pumping head (H) (m) 27.09 Specific speed of the pump rpm 1683.48 Pump capacity Horse power = 9.81*Q*H/ 0.735*e e = Overall efficiency considered at 0.89 Horse power 12177 Power in kilowatts 8950 Power in millionwatts 8.9 Add 10% for cushioning effect 0.9 Total pump capacity (MW) 9.8 Total capacity required (MW) 68.60

Net positive suction head Sl.no Particulars Units MDDL MWL 1 Appx.pump elevation (m) 281.0 281.0 oC 2 Water temperature 35 35 m' of 10.03 10.03 3 Atms.pressure head water 4 Vapour pressure head m' of 0.59 0.59 130

water 5 Static suction head (m) 5.73 0.73 6 Head loss (m) 0.349 0.349 7 Total suction head (m) 3.36 8.36

Design of sump well Assuming horizontal bell mouth intake: Bed level of sump=(MDDL-3.75d) 252.77 d =1.6*dia of suction pipe Depth of sump=(G.L at pump house-B.L of sump) 55.71 Width of sump=(No.of pump*3.5d)+(No. of piers*1.5) 115.5 Length of sump=(10*D+(W-B)/2tan0) 112.89 0 = 30 o Pump house Length =Unit bay & Service bay = (n*4*d)+(2*4*4*d)/3 160.0 Width of pump house= 6.9*d 25.875 Depth of pump house= GL at Pump house- (impeller level-2.6*d-2) 39.23 Impeller level 281.00 Bottom of suction pipe 264.94 Vol.of concrete=80% of pump house volume(cum) 129930 RCC (50% of total volume of concrete) 64965 Prestressed concrete (50% of total vol.) 64965 Delivery cistern Length =10*d+(Sump width-Width of canal)/(2tan0) 104.09 Width =2*d*n 48 Depth =d+2.5m 5.5

131

Annexure: 4.4.4 Lifting arrangements at RD 284.40 km (Stage-IV) Monthwise operation schedule of pumps Quantity of Design No.of 30 cumec No.of 30 cumec Month diversion discharge Mm 3 Cumec pumps required pumps proposed July 266 109.4 3.65 4 Aug 266 109.4 3.65 4 Sept 266 113.0 3.77 4 Oct 220 90.2 3.01 3 1019 Note: Maximum number of pumps proposed

Hydraulic parameters Discharge (Cumec) 113.0 MWL in sump (m) 284.96 MDDL in sump (m) 279.76 Impeller level of pump (m) 286.00 Delivery pipe level at cistern (m) 305.94 Distance from offtake to pump (m) (m) 50.00 Static suction head (m) 6.24 Static delivery head (m) 19.94 Ground level at pump house (m) 305.00 Design of pump Discharge of each pump (Cumec) 30.0 Number of pumps (Nos) 4 Delivery pipe length (m) 19.94 Delivery main pipe length (m) 50 Dia of suction pipe (m) 3.75 Dia of delivery pipe (m) 2.75

132

Dia of delivery main pipe (m) 3.00 Velocity in suction pipe m/sec 2.72 Velocity in delivery pipe m/sec 5.05 Velocity in delivery main pipe m/sec 4.24 Head loss in suction 0.376 Velocity head in suction 1.299 Velocity head in delivery

Maximum of these Head loss at 43% of velocity head in suction 0.162

Head loss at 11% of velocity head in delivery 0.143 two is considered 2 0.188 Entry loss 0.5 V /2g 0.349 Total head loss in suction Operating suction head 6.589 6.589

Head loss in delivery pipe Equivalent length of pipe Sl.no Component Unit No.of dia. Length (m) i) Reflex valve 1 no 1 2.75 ii) 90 o bend 1 no 1 2.75 iii) Sluice valve 1 no 1 2.75 iv) Length of pipe m 1 19.94 v) Reducer 1 no 1 2.75 Total equivalent pipe length (m) - 30.94 Head loss (4flv 2 / 2gd) (m) - 0.29 Head loss in delivery main

Sl.no Component Unit Equivalent length of pipe No.of dia. Length (m) i) Length m 1 3.00 ii) 90 o bend 1 no 1 3.00 iii) Exit loss 1 no 1 3.00 133 iv) Raising mains 50.00 Total equivalent pipe length (m) - 59.00 Head loss (4flv 2 / 2gd) (m) - 0.36 Operating delivery head (m) - 20.6

Total pumping head (of each pump) (m) 27.18 Add 10% on losses for ageing (m) 0.10 Operational pumping head (m) 27.28

Specific speed of the pump 0.5 0.75 Specific speed of the pump Ns= 3.65*N*Q / H N= Rotational speed in RPM = 120* Frequency / No. of poles 1000 Number of poles assumed 6 Discharge in each pump (Q) (Cumec) 30.0 Operational pumping head (H) (m) 27.28 Specific speed of the pump rpm 1674.93 Pump capacity Horse power = 9.81*Q*H/ 0.735*e e = Overall efficiency considered at 0.89 Horse power 12260 Power in kilowatts 9011 Power in millionwatts 9.0 Add 10% for cushioning effect 0.9 Total pump capacity (MW) 9.9 Total capacity required (MW) 39.60

134

Net positive suction head

Sl.no Particulars Units MDDL MWL

1 Appx.pump elevation (m) 286.0 286.0 2 Water temperature oC 35 35 3 Atms.pressure head m' of water 10.03 10.02 4 Vapour pressure head m' of water 0.59 0.59 5 Static suction head (m) 6.24 1.04 6 Head loss (m) 0.349 0.349 7 Total suction head (m) 2.85 8.04

Design of sump well Assuming horizontal bell mouth intake: Bed level of sump=(MDDL-3.75d) 257.26 d =1.6*dia of suction pipe Depth of sump=(G.L at pump house-B.L of 47.74 sump) Width of sump=(No.of pump*3.5d)+(No. of 71.625 piers*1.5) Length of sump=(10*D+(W-B)/2tan0) 84.40 o 0 = 30 Pump house Length =Unit bay & Service bay = (n*4*d)+(2*4*4*d)/3 115.0 Width of pump house= 6.9*d 25.875 Depth of pump house= GL at Pump house- (impeller level-2.6*d-2) 30.75 Impeller level 286.00 Bottom of suction pipe 269.94 Vol.of concrete=80% of pump house 73200 135 volume(cum) RCC (50% of total volume of concrete) 36600 Prestressed concrete (50% of total vol.) 36600 Delivery cistern Length =10*d+(Sump width-Width of 76.90 canal)/(2tan0) Width =2*d*n 30 Depth =d+2.5m 5.5

136

Annexure : 5.1 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Abstract of Cost of Link Project

Amount Sl.No. Description Rs. lakh

1 Unit - I Head works 5600 2 Unit - II Conveyance system 1310363 3 Unit -III Lifting arrangements 164381 Estimated cost of the project 1480344 4 Unit - IV On farm development 13540 Total 1493884 Total cost of the Project in Crores 14938.84

Annexure : 5.2 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Unit-I Head Works - Abstract of Cost

Amount Sl. No. Description Rs. in lakh A. Direct charges I. Works C Works 5000.00 II. Establishment Establishment charges including i) leave and pensionary charges etc. @ 10% of I-Works 500.00 Tools & Plants @ 1% III. on I-Works 50.00 B. Indirect charges Audit & Account charges @ 1% on I- Works 50.00 Grand total 5600.00

137

Annexure : 5.2.1 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Cost of Unit-I-Head Works (Based on water utilisation) Sl. No. Wat er use Amount Component of project in Rs lakh Mm 3 1 Cost provided for modifications to the headworks, if any required, because of the utilisation of dam and

the apportioned cost for borrowing services of the reservoirfor the intra- state link project a) Total cost of the Gosikhurd project 1515517 at 2014-15 price level b) Cost of headworks at 10% of the 151552 total cost of project c) Water utilisation by Gosikhurd 1634 project d) Water utilisation by link project 1912 3546 i) Cost of headworks apportioned to 81717 link project Note: The above cost is not considered in the cost estimate as the link project is intra-state and the exsisting Gosikhurd reservoir is

utilised only for limited period during monsoon for diversion of spills without affecting its own purpose. ii) Cost of minor modifications like providing head regulator, approach channel etc that are additionally LS 5000.00 required for off-taking of the link project 5000.00

138

Annexure : 5.3 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Unit - II : Conveyance system Abstract of cost

Amoun Sl. No Description t Rs.

lakh A Direct charges

I Works

A Preliminaries (2% of I-Works) 23420

B Land 155631

D Regulators 2788

F Cross drainage works 28804

G Bridges 20133

H Escapes 587

K Buildings 16170 a) Permanent buildings 5408

b) Temporary buildings 10762

L Earth work & lining 610430 a) Earth work 467814

b) Lining 142616

M Plantation 1843

N Tanks & reservoirs 2500

O Miscellaneous 3975

P Maintenance 36581

Q Special Tools & Plants 11486

R Communications 965

U Distributaries, minors & sub-minors 154062

V Water courses / field channels 45962

W Drainage system 52790

X Environment and ecology 546

139

Loss on stock at Y 0.25% of I-Works 2344 less A, B,O, M,P,Q & X

Total 1171017 II Establishment At 12% of

(I-Works - B-land) 121846

Sub total 121846 Ordinary T & P @ III 1% on I-Works At 1% of I-Works 11710

Sub total 11710

IV Suspense Nil Receipts & recoveries V on capital account Resale or transfer of a) temporary buildings

at 15% of their cost 1614 b) Resale value of special

tools & plants at 75% of Actual cost of

Q+20% of transport

equipment 7599 Receipts from rents on c) buildings at 83% cost

of permanent buildings 4489 Sub total (-) 13702 Amount Sr No Description Rs lakh B Indirect charges a) Audit & account charges

at 1% on I-Works 11710 b) Abatement of land revenue

@ 5% on cost of land 7782

Sub total 19492 Total cost of Unit-II:

Conveyance system 1310363

140

Annexure : 5.3.1 B - Land General Abstract Sl.No. Particlars Amount Rs. lakh I Main canal Cost of land acquisition for main 40214 canal (as per a) Annexure 5.3.1.1) Branches and

II distributaries Cost of land acquisition for

branches and a) distributaries (as per Annexure 81162 5.3.1.2) Cost of land acquisition for field 34255 channels (as per b) Annexure 5.3.1.3)

Total 155631

Annexure : 5.3.1.1 Cost of land acquisition for main canal, offices, staff colonies, borrow areas and pump houses Sl. Quan Coeffi Rate/ha Amount Item Unit No. tity cient Rs. Rs. lakh Land to be acquired (as per Annexure 1 7.1) 322 0.05 Poramboke land (Govt. land) ha 100000 322.29 6123 0.95 Garden land ha 450000 27555.54 6446

Sub-total 27877.83

2 Solatium charges at 30% on item 1 8363.35 3 Establishment charges at 6.25% on item 1 1742.36 4 Demarcation charges at 1% on item 1 278.78 5 Legal charges at 1% on item 1 278.78 Interest charges at 12% for 2 years on 25% of cost of land property 2* 6 0.12*0.25*27877.83 1672.67 Grand total 40213.77

141

Say Rs 40214 lakh Note : The forest affected by the link canal is not accounted under 'B-Land' and instead is considered in the cost of compensatory afforeststion under 'X-Environment & Ecology'.

Annexure: 5.3.1.2 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Cost of land acquisition for Branch canal & distributary system

Sl. Quantity Description Unit Rate/ha Amount No. Rs. Rs. lakh

1 Land cost a) 655 Poramboke land (Govt. land) ha 100000 655.00 b 12445 450000 56002.50 ) Garden land ha Sub total 56657.50

2 Solatium charges at 30% on item 1 16997.25 3 Establishment charges at 6.25% on item 1 3541.09 4 Demarcation charges at 1% on item 1 566.58 5 Legal charges at 1% on item 1 566.58 Interest charges at 10% for 2 years on 25%

6 of cost of land property 2* 0.12* 2832.88 0.25*56657.5

Total 81161.88 Say 81162

Land required: New command area 338500 ha Land required at the rate of 0.0387 ha per ha of CCA (As per Inchampalli-Pulichintala link) 13100 ha

142

Annexure : 5.3.1.3 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Cost of land acquisition for field channels

Sl.No Quantit Rate/ha Amount Description Unit . y Rs. Rs. lakh

1 5314 Cost of land for field channels ha 450000 23913.00 2 Solatium charges at 30% on item 1 7173.90 3 Establishment charges at 6.25% on item 1 1494.56 4 Demarcation charges at 1% on item 1 239.13 5 Legal charges at 1% on item 1 239.13 Interest charges at 10% for 2 years on 25% 6 of cost of land property 2* 0.10* 1195.65 0.25*23913.0

Total 34255.37 Say Rs 34255 lakh

Land required: New command area in ha 338500 Land required at the rate of 0.0157 ha (As per Inchampalli-Pulichintala link) in ha 5314

143

Annexure: 5.3.2 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project D-Regulators General Abstract

Sl. Description Amount Rs. lakh No.

I Cost of cross regulators on link canal 2260.78

II Cost of off-take sluices of branch canal from link canal 253.51

III Cost of cross regulators and off-take sluices on branch canal 273.42

Total 2787.71 Say 2788

Annexure: 5.3.2.1 Wainganga (Gosikhurd) - Nalganga (Pulichintala) link project Cost of cross regulators on link canal

Discharge d/s Location Name of branch of the Amount Sl. No. Str. No. (RD) canal regulator km cumec Rs. lakh 1 30 Umrer 30.75 198.1 413.02 2 52 Bor 58.62 172.6 365.54 3 133 Rohna 158.35 149.7 322.22 4 147 Talegaon 219.90 126.7 277.94 5 209 Bembala 262.90 113.0 251.14 6 234 Amravati 290.90 89.4 204.05 7 263 Murtajapur 317.90 76.5 177.73 8 314 Paras 380.90 50.2 122.36 9 347 Khamgaon 426.90 23.9 63.39 10 367 Janmer 468.90 23.9 63.39 Total 2260.78

Note:The cost is obtained from the cost curve incorporated in the FR of Nagarjunasagar-Somasila link project (1998-99) and brought to 2014-15 price level applying 10% of escalation per annum.

144

Annexure: 5.3.2.2 Cost of off-take sluices of branch canal from link canal

Discharge Locat ion Name of branch d/s of sluice Cost /cumec* Amount Sl.No (RD) canal (cumec) Rs. Rs. lakh km cumec 1 30.75 Umrer 14.10 119469 16.85 2 58.62 Bor 25.50 119469 30.46 3 158.35 Rohna 22.90 119469 27.36 4 219.90 Talegaon 23.00 119469 27.48 5 262.90 Bembala 13.70 119469 16.37 6 290.90 Amravati 23.60 119469 28.19 7 317.90 Murtajapur 12.90 119469 15.41 8 380.90 Paras 26.30 119469 31.42 9 426.90 Khamgaon 26.30 119469 31.42 10 468.90 Janmer 23.90 119469 28.55 Total 212.20 253.51

145

Annexure: 5.3.2.3 Cost of cross regulators and offtake sluices on branch canals

Cost of cross regulators and offtake sluices of branch canals on link canal 2514.29 lakh Length of link canal = 469.10 km Weighted average discharge of link = 122.91 cumec canal Cost of cross regulator and offtake sluices per km per cumec of discharge 0.0436 lakh =

Cost / Discharge Amount Sl.No Length km Description km/cumec* cumec Rs. lakh * Rs. lakh 1 30 Umred 14.10 0.0436 18.44 2 45 Bor 25.50 0.0436 50.03 3 30 Rohna 22.90 0.0436 29.95 4 30 Talegaon 23.00 0.0436 30.08 5 18 Bembala 13.70 0.0436 10.75 6 30 Amravati 23.60 0.0436 30.87 7 18 Murtajapur 12.90 0.0436 10.12 8 27 Paras 26.30 0.0436 30.96 9 27 Khamgaon 26.30 0.0436 30.96 10 30 Janmer 23.90 0.0436 31.26 285 Total 212.20 273.42

* The actual length serving the command area is considered for offtake sluices from branch canals.

** Rate per cumec is obtained from the FR of Inchampalli-Pulichintala link project (1998-99) and brought to 2014-15 price level applying 10% escalation per annum.

146

Annexure: 5.3.3 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project F-Cross drainage works General Abstract Amount Rs. Sl.No. Description lakh I Cost of aqueducts 14531

II Cost of undertunnels 11775

III Cost of superpassages 2498

Total 28804

147

Annexure 5.3.3.1 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Cost of aqueducts a) Cost of aqueducts along the link canal Drain Canal Sl. Str. 0.53 0.82 ) Description RD discharge discharge ( Q d xQ c / Amount No No 100 (Q d) (Q c) km cumec cumec Rs.lakh

1 15 Amb nadi 13.631 1956.00 212.20 45 1749.98 2 57 Vena river 63.450 73.00 172.60 7 309.8 Khapri/Krishna 79.675 81.00 172.60 7 325.66 3 70 nala 4 102 Bor river 109.312 1417.00 172.60 32 1285.99 5 112 Panchadhara river 121.145 351.00 172.60 15 658.23 6 121 Dham river 134.550 1344.00 172.60 31 1253.76 7 146 Wardha river 185.500 9095.00 149.70 76 2823.81 Chandrabhaga 210.700 309.30 149.70 13 557.34 8 163 nala 9 174 Kalamoli nala 224.300 245.40 126.70 10 440.65 10 232 Bemla nadi 288.200 927.40 113.00 18 766.11 11 255 Uma nadi 311.100 913.40 89.40 15 639.11 12 280 Kate Purna nadi 334.300 2732.00 76.50 23 963.12 13 299 Indrupa nadi 361.100 584.00 76.50 10 459.31 14 304 Murna nadi 368.800 856.90 76.50 13 552.1 15 318 Bhikund 387.500 528.00 50.20 7 320.07 Total 13105.04

Note:- The cost is obtained from the cost curve incorporated in the FR of Nagarjunasagar- Somasila Link Project and brought to 2014-15 price level applying 10% rate of escalation per annum

148

Annexure 5.3.3.1 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project

b) Cost of aqueducts along the branch canals

Cost of aqueducts proposed across the link canal = 13105.04 lakh Length of link canal = 469.10 km Weighted average discharge of the link canal = 122.91 cumec Cost of aqueducts/ km/ cumec of discharge = 0.2273 lakh

Sl. Cost/km/ Description Discharge Length Amount No. cumec cumec km Rs. lakh Rs. lakh

1 Umrer 14.10 30.00 0.2273 96.15 2 Bor 25.50 45.00 0.2273 260.82 3 Rohna 22.90 30.00 0.2273 156.15 4 Talegaon 23.00 30.00 0.2273 156.83 5 Bambela 13.70 18.00 0.2273 56.05 6 Amravati 23.60 30.00 0.2273 160.92 7 Murtajapur 12.90 18.00 0.2273 52.78 8 Paras 26.30 27.00 0.2273 161.40 9 khamgaon 26.30 27.00 0.2273 161.40 10 Janmer 23.90 30.00 0.2273 162.97 Total 212.20 285.00 1425.47

Total cost of aqueducts = 14530.51

Say Rs 14531.00 lakhs

149

Annexure: 5.3.3.2 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Cost of undertunnels a) Cost of under tunnels along link canal

Drain Canal Sl.N Canal (Qd 0.53 x St. No. RD Description discharge discharg 0.82) Amount o. bed Qc /100 Q e Q width d c km m cumec cumec Rs. lakh 1 8 7.15 Stream 32.50 98.10 212.2 9.2 243.43 2 23 22.86 Stream 32.50 48.10 212.2 6.3 163.42 3 38 37.68 Stream 30.00 30.90 198.1 4.7 120.22 4 81 88.11 Stream 25.50 50.30 172.6 5.4 140.13 5 82 88.52 Stream 25.50 40.00 172.6 4.8 123.28 6 88 96.89 Stream 25.50 12.50 172.6 2.6 64.33 7 89 97.37 Stream 25.50 40.00 172.6 4.8 123.28 8 90 98.81 Stream 25.50 40.00 172.6 4.8 123.28 9 91 99.87 Stream 25.50 40.00 172.6 4.8 123.28 10 92 100.83 Stream 25.50 40.00 172.6 4.8 123.28 11 95 102.91 Stream 25.50 42.30 172.6 5.0 127.20 12 96 103.56 Stream 25.50 35.80 172.6 4.5 115.87 13 100 108.77 Stream 25.50 60.00 172.6 6.0 154.66 14 107 114.61 Stream 25.50 40.90 172.6 4.9 124.83 15 115 125.51 Stream 25.50 19.50 172.6 3.3 82.49 16 120 133.05 Vaner vihar nala 25.50 138.90 172.6 9.3 247.30 17 123 138.55 Stream 25.50 50.00 172.6 5.4 139.67 18 125 140.35 Moranga-Natal 25.50 34.70 172.6 4.5 113.86 19 129 153.05 Stream 25.50 37.60 172.6 4.7 119.09 20 131 154.05 Stream 25.50 47.00 172.6 5.3 134.92 21 135 160.95 Stream 21.50 85.70 149.7 6.4 166.90 22 136 162.45 Stream 21.50 46.30 149.7 4.6 118.29 23 137 164.35 Stream 21.50 34.00 149.7 3.9 99.53 24 138 165.85 Stream 21.50 28.40 149.7 3.6 90.00 25 142 172.55 Choho nala 21.50 422.80 149.7 15.0 407.46 26 144 175.25 Bakli nala 21.50 275.50 149.7 11.9 320.67 27 147 186.90 Stream 21.50 49.00 149.7 4.8 122.10

150

28 150 192.20 Stream 21.50 48.10 149.7 4.7 120.84 29 151 192.70 Stream 21.50 97.40 149.7 6.9 179.29 30 154 197.80 Stream 21.50 106.00 149.7 7.2 187.97 31 158 203.60 Stream 21.50 40.00 149.7 4.3 109.00 32 160 206.90 Stream 21.50 40.00 149.7 4.3 109.00

Drain Canal Sl.No Canal (Qd 0.53 x St. No. RD Description discharge discharg Amount . bed Qc 0.82) /10 Q e Q width d c 0

km m cumec cumec Rs. lakh

33 171 221.60 Stream 17.50 35.7 126.7 3.5 88.54 34 178 231.40 Stream 17.50 49.00 126.7 4.2 105.69 Chandrabhaga 35 180 232.80 17.50 194.80 126.7 8.7 228.67 Nala

Kholad Nadi- 36 183 236.30 17.50 60.80 126.7 4.7 119.24 Tributary

37 184 238.70 Stream 17.50 34.20 126.7 3.4 86.44

38 186 239.70 Stream 17.50 398.30 126.7 12.7 341.12

39 189 241.30 Stream 17.50 44.10 126.7 3.9 99.64

40 191 242.80 Stream 17.50 34.00 126.7 3.4 86.15

41 192 244.30 Stream 17.50 35.20 126.7 3.5 87.84

42 196 247.80 Kirjaval-Javal 17.50 38.80 126.7 3.7 92.76

43 204 257.50 Stream 17.50 10.70 126.7 1.9 45.13

44 206 259.50 Stream 17.50 109.00 126.7 6.4 165.27

45 211 264.40 Stream 17.50 123.40 113 6.2 160.45

46 231 286.40 Stream 17.50 34.60 113 3.2 78.80

47 237 294.00 Stream 17.50 39.50 89.4 2.8 69.29

48 238 295.00 Stream 16.60 37.10 89.4 2.7 66.90

49 241 298.70 Stream 16.60 37.60 89.4 2.7 67.40

50 242 299.30 Stream 17.50 110.00 89.4 4.8 122.85

51 248 305.40 Stream 17.50 67.60 89.4 3.7 93.57

151

52 249 307.80 Karli nala 17.50 109.30 89.4 4.8 122.42

53 250 308.10 Karli nala 17.50 26.40 89.4 2.3 55.31

54 253 309.60 Vai nala 17.50 389.00 89.4 9.4 248.97

Drain Canal Sl.No Canal (Qd 0.53 x St. No. RD Description discharge discharg Amount . bed Qc 0.82) /10 Q e Q width d c 0

km m cumec cumec Rs. lakh

55 258 314.90 Stream 17.50 20.90 89.4 2.0 48.54

Kamal ganga 56 260 316.50 17.50 323.40 89.4 8.5 224.54 nala

57 269 322.40 Stream 17.50 35.20 76.5 2.3 56.77

58 274 326.30 Stream 17.50 133.60 76.5 4.7 119.69

59 275 329.00 Stream 17.50 114.30 76.5 4.3 109.69

60 283 337.20 Stream 17.50 309.30 76.5 7.3 191.39

61 285 340.20 Stream 17.50 40.40 76.5 2.5 61.32

62 289 346.20 Stream 17.50 37.60 76.5 2.4 58.90

63 290 348.30 Stream 17.50 111.40 76.5 4.3 108.12

64 292 351.10 Stream 17.50 118.60 76.5 4.4 111.97

65 293 353.00 Stream 17.50 48.60 76.5 2.7 67.99

66 295 354.60 Stream 17.50 170.80 76.5 5.3 137.31

67 308 372.70 Stream 17.50 128.60 76.5 4.6 117.16

68 309 373.50 Stream 17.50 235.10 76.5 6.3 164.17

69 310 375.90 Stream 17.50 34.20 76.5 2.3 55.86

70 311 377.20 Stream 17.50 156.50 76.5 5.1 130.76

71 322 392.60 Stream 16.50 35.20 50.2 1.6 39.43

72 329 402.70 Stream 16.50 164.40 50.2 3.7 93.35

73 332 406.70 Mahes nadi 16.50 913.40 50.2 9.2 243.56

152

74 336 412.30 Bildi nadi 16.50 401.90 50.2 6.0 153.90

75 338 413.60 Stream 16.50 73.40 50.2 2.4 59.47

76 343 421.50 Stream 16.50 167.60 50.2 3.7 94.37

Sl.No St. No. RD Description Canal Drain Canal (Qd 0.53 x Amount 0.82) . bed discharge discharg Qc /100

width Qd e Q c

km m cumec cumec Rs. lakh

77 350 429.50 Bordi nadi 6.00 706.60 23.9 4.4 111.02

78 353 438.20 Canal from 6.00 NA 23.9 LS 20.00 sluice

79 354 440.10 Stream 6.00 258.10 23.9 2.6 63.22

80 355 442.30 Gyanganga nadi 6.00 1331.60 23.9 6.1 158.23

81 356 443.50 Stream 6.00 237.70 23.9 2.5 60.37

82 358 449.90 Stream 6.00 152.00 23.9 1.9 47.01

Additional pipe undertunnels across small nalas 34 Nos at Rs 10 lakh each 340.00

10619.43

Note:The cost is obtained from the cost curve incorporated in the FR of Nagarjunasagar-Somasila link project and brought to 2014-15 price level applying 10 % of escalation per annum.

b) Cost of undertunnels along branch canals

Cost of undertunnels proposed across the link canal 10619.43 lakh Length of link canal 469.10 km

Weighted average discharge of the link canal 122.91cumec

Cost of undertunnel per km per cumec of discharge 0.1842 lakh

Description Discharge Length Cost/km/ Amount Sl. cumec No. cumec km Rs. lakh Rs.lakh 1 Umrer 14.1 30 0.1842 77.92 2 Bor 25.5 45 0.1842 211.37 3 Rohna 22.9 30 0.1842 126.55 4 Talegaon 23 30 0.1842 127.10 5 Bembla 13.7 18 0.1842 45.42 6 Amravati 23.6 30 0.1842 130.41 7 Murtizapur 12.9 8 0.1842 42.77 8 Paras 26.3 27 0.1842 130.80

153

9 Khamgaon 26.3 27 0.1842 130.80 10 Jamner 23.9 30 0.1842 132.07 Total 212.2 285 1155.21 Total cost of undertunnels =11774.64 lakh Say Rs 11775 lakh

Annexure: 5.3.3.3 Cost of superpassages a) Cost of superpassages along link canal (Qd 0.53 Canal Drain Canal Sl. St. * RD Description bed discharge discharg Amount No. No. Qc 0.82 )/ width Qd e Qc 100 km m cumec cumec Rs. lakh Ambhora 1 4 2.64 31.00 10.00 212.2 2.74 92.30 LIS canal 2 67 77.97 Canal 25.50 10.00 172.6 2.31 83.81 3 68 78.20 Canal 25.50 10.00 172.6 2.31 83.81 4 75 82.52 Canal 25.50 10.00 172.6 2.31 83.81 5 128 148.85 Stream 24.60 52.90 172.6 5.60 138.56 6 149 190.90 Stream 21.50 46.80 149.7 4.67 124.94 7 214 268.90 Stream 17.50 236.40 113 8.74 178.63 8 216 270.80 Jalu nadi 17.50 224.70 113 8.51 175.91 9 217 271.70 Bemla Nadi 17.50 54.60 113 4.02 114.78 10 221 277.80 Stream 17.50 72.60 113 4.68 125.09 11 223 280.40 Stream 17.50 52.00 113 3.92 113.10 12 226 282.60 Stream 17.50 173.70 113 7.42 162.76 Canal from 13 306 370.20 17.50 30.00 76.5 2.13 79.85 Murna river 14 321 390.60 Stream 16.50 112.70 50.2 3.03 97.80 15 324 394.70 Mun river 16.50 633.80 50.2 7.58 164.69 16 327 400.10 Stream 16.50 81.70 50.2 2.56 88.75 17 361 456.70 Stream 6.00 438.30 23.9 3.39 104.19 Vishvaganga 18 362 459.70 6.00 760.80 23.9 4.54 123.06 nadi 19 364 465.70 Stream 6.00 120.90 23.9 1.71 70.64 Canal from 20 366 467.70 6.00 30.00 23.9 0.82 46.38 Nalganga Total 2252.87

154

Annexure: 5.3.3.3 b) Cost of superpassages along branch canals

Cost of superpassages along link canal 2252.87 lakh Length of link canal 469.1 km Weighted average discharge of the link canal 122.91 cumec Cost of superpassage per km per cumec discharge 0.03910 lakh

Cost/km Sl. No. Description Discharge Length Amount / cumec

cumec km Rs. lakh Rs. lakh

1 Umrer 14.1 30 0.03910 16.54 2 Bor 25.5 45 0.03910 44.87 3 Rohna 22.9 30 0.03910 26.86 4 Talegaon 23 30 0.03910 26.98 5 Bembla 13.7 18 0.03910 9.64 6 Amravati 23.6 30 0.03910 27.68 7 Murtizapur 12.9 18 0.03910 9.08 8 Paras 26.3 27 0.03910 27.76 9 Khamgaon 26.3 27 0.03910 27.76 10 Jamner 23.9 30 0.03910 28.03 Total 212.2 285 245.22 Total cost of superpassages = 2498.08 Say Rs 2498.00 lakh

Note:The cost is obtained from the cost curve incorporated in the FR of Nagarjunasagar - Somasila link project and brought to 2014-15 price level applying 10% of escalation per annum.

155

Annexure 5.3.4 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project G - Bridges General Abstract

Amount Sl.no Description Rs in lakh Single lane road I 17804 bridges Double lane road II 1532 bridges III Railway bridges 797 Total 20133

156

Annexure 5.3.4.1 Wainganga (Gosikhurd) -Nalganga (Purna Tapi) link project Cost of single lane road bridges a) Cost of single lane road bridges across link canal Sl. Str. (RCL- RD Description CBW NSL RCL CBL L=B+3.5 (RCL-CBL) Amount No. No CBL) Km m m m m m Rs. lakh 1 3 2.25 Ghotangaon - Karandla 31.0 258.03 255.00 237.18 17.82 93 175.60 2 6 5.87 Dahegaon - Pachkheri 32.5 261.09 261.53 255.48 6.05 54 104.46 3 10 9.23 Dongar Mouda - Hardoli 31.0 266.07 265.00 254.78 10.22 67 128.19 4 14 13.17 Veerkhandi - Wag 32.5 259.76 261.11 255.05 6.06 54 104.48 5 16 14.80 Pardi - Wag 32.5 261.34 260.90 254.81 6.09 54 104.68 6 17 15.94 Pardi - Ruyad 32.5 263.60 260.84 254.74 6.10 54 104.72 7 20 19.93 Bhanor - Musalgaon 31.0 273.69 270.00 254.03 15.97 87 164.10 8 25 25.75 Silli - Kuhi 32.5 277.10 282.32 276.22 6.10 54 104.73 9 27 27.15 Ajni Navgaon - Kuhi 32.5 271.17 282.21 276.13 6.08 54 104.60 10 34 33.64 Khetapur - Sasegaon 30.0 284.72 282.00 275.59 6.41 52 102.18 11 42 43.36 Kuhi - Nagpur 30.0 312.17 309.00 295.08 13.92 79 149.59 12 46 49.44 Varad - Salai Godhani 30.0 299.03 301.07 294.75 6.32 52 101.61 13 48 51.89 Kaldongri - Salai Godhani 30.0 300.87 300.96 294.61 6.35 52 101.75 14 50 54.21 Bela - Banwadi 30.0 303.36 300.80 294.48 6.32 52 101.61 15 51 56.83 Rui - Banwadi 30.0 297.79 300.69 294.34 6.35 52 101.80 16 59 65.83 Salai dhaba - Gumgaon 25.5 285.43 299.86 293.50 6.36 48 93.62 17 62 69.98 Sukli - Deoli 25.5 297.25 299.65 293.28 6.37 48 93.67 18 64 71.36 Sukli - Deoli 24.6 303.36 299.54 292.70 6.84 49 95.03 19 69 78.77 Takalghat - Kanholi 25.5 296.14 299.18 291.14 8.04 54 104.33 20 79 86.11 Wardha road - Ajangaon 25.5 279.96 299.00 292.24 6.76 49 96.15 21 101 109.12 selu-hingni 25.5 285.21 297.60 291.03 6.57 48 94.94 22 103 111.14 khairi-hingni 25.5 293.65 297.34 290.77 6.57 49 94.95 95.15 23 105 113.56 Dhanoli - Selu 25.5 279.84 297.23 290.63 6.60 49

157

Sl. Str. (RCL- RD Description CBW NSL RCL CBL L=B+3.5 (RCL-CBL) Amount No. No CBL) 24 106 113.97 Wadgaon - Juvadi 25.5 281.51 297.19 290.60 6.59 49 95.10 25 110 118.04 Borkedi - Salai 25.5 284.85 296.96 290.38 6.58 49 94.98 26 113 123.36 Ridhora - Tamasvada 25.5 289.33 296.55 289.95 6.60 49 95.15 27 114 124.85 Tamasvada - Akholi 25.5 289.33 296.48 289.86 6.61 49 95.22 28 116 126.58 Amgaon - Akholi 25.5 293.45 296.38 289.77 6.61 49 95.21 29 117 128.45 Borgaon - Kamti 25.5 282.52 296.27 289.66 6.61 49 95.17 30 118 129.11 Madadni - Madna 25.5 284.94 296.21 289.62 6.59 49 95.06 31 119 131.44 sawad-madna 25.5 297.71 296.10 289.49 6.61 49 95.17 32 122 134.95 Morangna - Wardha 25.5 291.00 295.76 289.16 6.60 49 95.15 33 124 139.25 Morangna - Natal 25.5 295.00 295.54 288.93 6.61 49 95.19 34 126 142.85 Panvadi - Anjangaon 25.5 290.00 295.35 288.74 6.61 49 95.19 35 127 145.65 Jamundara - Krishnapur 24.6 320.00 310.00 288.09 21.91 101 189.49 36 130 153.75 Gaurkhera - Rohna 25.5 287.00 294.77 288.17 6.60 49 95.16 37 132 155.25 Panjar bothli - Rohna 25.5 298.00 296.00 288.08 7.92 53 103.57 38 134 159.85 Savang -Rohna 21.1 298.00 294.25 287.14 7.11 46 90.31 39 141 170.55 Khubgaon - Neri 21.5 291.00 293.67 287.08 6.59 45 87.72 40 143 173.25 Vathoda - Nimboli 21.5 287.00 293.55 286.93 6.62 45 87.89 41 145 176.35 Deurvada - Nimboli 21.5 290.00 293.40 285.00 8.40 51 99.36 42 148 189.80 Anjansingi - Mangrul 21.5 294.00 294.18 285.94 8.25 50 98.39 43 152 194.30 Cart track 21.5 290.00 293.62 285.69 7.93 49 96.33 44 153 195.90 Vasad - Mangrul 21.5 288.00 293.48 285.60 7.87 49 95.98 45 155 199.00 Dhamangaon - Mnagrul 21.5 290.00 293.31 285.44 7.87 49 95.98 46 156 199.90 Cart track 21.5 290.00 292.90 285.38 7.52 48 93.73 47 157 201.10 Cart track 21.5 292.00 292.66 287.00 5.66 41 81.67 48 159 205.40 Nimboli - Talni 21.5 292.00 292.57 285.09 7.48 48 93.47 49 161 208.20 Dhamangaon -Talni 21.5 293.00 293.00 284.94 8.06 50 97.20 50 164 211.80 Hingangaon - Savla 21.5 290.00 292.35 284.59 7.76 49 95.27 51 165 212.70 Dhamangaon - Nimbhora Raj 21.5 290.00 292.28 284.53 7.75 49 95.17 52 166 215.50 Dhamangaon - Yavatmal 21.5 290.00 292.05 284.38 7.67 48 94.69 167.02 53 167 218.20 Dhamangaon - Talegaon 21.1 303.00 303.00 283.74 19.26 89

158

Sl. Str. (RCL- RD Description CBW NSL RCL CBL L=B+3.5 (RCL-CBL) Amount No. No CBL) 54 168 219.20 Kashikhed - Vadhana 21.1 300.00 300.00 283.68 16.32 78 148.73 55 170 221.30 Kamana Ghosali - Talegaon 17.5 287.00 291.50 283.86 7.64 44 87.10 56 172 221.80 Kamana Ghosali - Sendurjana 17.5 285.00 291.35 283.83 7.52 44 86.35 57 173 223.40 Dhamangaon -Sendurjana 17.5 289.00 291.20 283.74 7.47 44 86.00 58 175 225.20 Chandur - Sendurjana Khrud 17.5 287.00 291.14 283.49 7.66 44 87.22 59 176 225.50 Satepal - Sendurjana Khrud 17.5 289.00 290.83 283.46 7.37 43 85.35 60 177 230.30 Satepal - Ghuiked 17.5 289.00 290.80 283.21 7.58 44 86.74 61 179 231.90 Baggi - Talegaon 17.5 289.00 290.70 283.12 7.58 44 86.74 62 181 233.30 Baggi - Javal 17.5 291.00 291.00 283.04 7.96 45 89.16 63 182 236.00 Baggi - Rajura 17.5 289.00 290.43 282.90 7.53 44 86.42 64 185 239.30 Sonar Buzurg - Rajura 17.5 287.00 290.18 282.72 7.46 44 85.93 65 187 240.70 Palaskhed - Rajura 17.5 291.00 291.00 282.64 8.36 47 91.74 66 188 240.90 Nandgaon Khandes - Rajura 17.5 291.00 291.00 282.62 8.38 47 91.87 67 190 241.90 Vaghad - Rajura 17.5 295.00 295.00 282.56 12.44 61 117.82 68 193 244.70 Vaghad -Bori 17.5 292.00 292.00 282.41 9.59 51 99.65 69 194 245.30 Sultanpur - Bori 17.5 291.00 291.00 282.37 8.63 48 93.48 70 195 247.30 Nandurabad - Javal 17.5 292.00 292.00 282.26 9.74 52 100.61 71 197 248.90 Kirjaval - Nandurabad 17.5 291.00 291.00 282.17 8.83 48 94.77 72 198 249.60 Bori - Nandurabad 17.5 291.00 291.00 282.13 8.87 49 95.06 73 199 252.00 Vaghad - Nandurabad 17.5 291.00 291.00 282.00 9.00 49 95.90 74 200 253.30 Vaghad - Dhanak 17.5 291.00 291.00 281.92 9.08 49 96.38 75 201 254.10 Cart track 17.5 288.00 289.14 281.87 7.27 43 84.70 76 202 255.30 Vaghad - Shelu (Natva) 17.5 290.00 290.00 281.80 8.20 46 90.71 77 203 256.70 Rajura - Shelu (Natva) 17.5 290.00 290.00 281.72 8.28 46 91.23 78 205 258.60 Rajura - Phubgaon 17.5 289.00 289.00 281.62 7.38 43 85.45 79 207 260.00 Tenas - Phubgaon 17.5 290.00 290.00 281.54 8.46 47 92.42 80 208 260.60 Nandgaon Kh. - Phubgaon 17.5 290.00 290.00 281.50 8.50 47 92.68 81 210 263.10 Nandgaon Kh. -Shivini 17.5 291.00 291.00 281.46 9.54 51 99.33 82 212 264.80 N. Khandesh -Mangrul Chaval 17.5 288.00 288.59 281.37 7.22 43 84.38 83 213 267.80 N.Khandesh -Nandsavangi 17.5 289.00 289.00 281.21 7.79 45 88.10 101.54 84 215 269.20 Maholi chor - Rohana 17.5 291.00 291.00 281.12 9.88 52

159

Sl. Str. (RCL- RD Description CBW NSL RCL CBL L=B+3.5 (RCL-CBL) Amount No. No CBL) 85 218 272.30 DhanoraGaru - Gaurkhed 17.5 292.00 292.00 280.43 11.57 58 112.29 86 219 273.70 MaholiChor - Nandsavangi 17.5 300.00 300.00 280.35 19.65 86 163.03 87 220 275.50 Kodrimarup - Nandsavangi 17.5 299.00 299.00 280.25 18.75 83 157.43 88 222 279.50 Pimpalgaon Baini - Pimpri Nipani 17.5 301.00 301.00 280.03 20.97 91 171.21 89 224 281.90 DhanoraPhasi - Pimpri Nipani 17.5 301.00 301.00 279.89 21.11 91 172.07 90 225 282.20 DhanoraPhasi - Kohol 17.5 299.00 299.00 279.87 19.13 84 159.83 91 227 283.40 Cart track 17.5 302.00 302.00 279.79 22.21 95 178.90 92 229 285.50 Cart track 17.5 305.00 306.84 300.17 6.67 41 80.81 93 230 286.00 Cart track 17.5 310.00 310.00 299.64 10.36 54 104.61 94 233 289.10 Vadura - Hinganvadi 17.5 312.00 312.00 299.32 12.68 62 119.34 95 234 290.80 Vadura - Dhanaj Khurd 17.5 322.00 322.00 299.23 22.77 97 182.35 96 236 293.30 Matoda - Hinganvadi 16.6 317.00 317.00 299.43 17.57 78 148.47 97 239 295.70 Kuram - Dhanaj Khurd 16.6 312.00 312.00 299.30 12.70 61 117.84 98 240 298.50 Kavatha - Rajnapur Khinkhini 17.5 308.00 308.00 299.65 8.35 47 91.68 99 243 299.70 Kavatha - Akoli 16.6 310.00 310.00 299.08 10.92 55 106.51 100 244 300.60 Kavatha - Rajura Sarode 16.6 318.00 318.00 299.03 18.97 83 157.23 101 245 303.10 Kavatha - Jamti Buzurg 17.5 301.00 305.51 299.39 6.12 39 77.23 102 246 303.70 NH-6 - Jamti Buzurg 17.5 299.00 305.47 299.35 6.12 39 77.23 103 247 304.60 Malkapur - Jamti Buzurg 17.5 297.00 305.42 299.30 6.12 39 77.23 104 251 308.60 Unkhed - Karli 17.5 302.00 305.21 299.12 6.08 39 77.00 105 252 309.00 Jamti Buzurg - Vai 17.5 304.00 305.18 299.09 6.09 39 77.03 106 254 310.70 Unkhed - Vai 17.5 300.00 305.08 298.96 6.12 39 77.23 107 256 311.70 NH-6 - Dahu tanda 17.5 301.00 304.87 298.75 6.12 39 77.23 108 257 312.50 Unkhed - Hat gaon 17.5 303.00 304.82 298.70 6.12 39 77.23 109 259 315.90 HendaJ - Sonala 17.5 300.00 304.64 298.52 6.12 39 77.23 110 261 317.40 HendaJ - Hat gaon 17.5 302.00 304.56 298.44 6.12 39 77.23 111 262 317.70 NH-6 - Hat gaon 17.5 305.00 305.00 298.41 6.59 41 80.29 112 264 318.30 Murtajapur - Hat gaon 16.2 311.00 311.00 298.02 12.98 62 118.89 113 267 320.10 Murtajapur - Kanadi 16.2 310.00 310.00 297.90 12.10 59 113.30 114 268 320.70 Murtajapur - Shervadi 17.5 307.00 307.00 298.36 8.64 48 93.55 74.94 115 270 322.70 Shelu - Shervadi 17.5 299.00 304.02 298.25 5.77 38

160

Sl. Str. (RCL- RD Description CBW NSL RCL CBL L=B+3.5 (RCL-CBL) Amount No. No CBL) 116 271 324.20 Anbhera - Shervadi 17.5 308.00 308.00 298.17 9.83 52 101.22 117 272 325.10 Unbhera - Dhanora 17.5 300.00 303.88 298.11 5.77 38 74.94 118 273 325.50 Unbhera - Dudhlan 17.5 302.00 303.85 298.08 5.77 38 74.94 119 276 330.00 Kolambi - Dudhlan 17.5 297.00 303.62 297.85 5.77 38 74.94 120 277 330.90 NH-6 - Borgaon khurd 17.5 302.00 303.56 297.79 5.77 38 74.94 121 278 332.70 Kuran khed - Dodki 17.5 301.00 303.46 297.69 5.77 38 74.94 122 281 335.60 NH-6 - Kansivni 17.5 295.00 303.16 297.39 5.77 38 74.94 123 282 336.60 Kuran khed - Kansivni 17.5 295.00 303.10 297.33 5.77 38 74.94 124 284 338.70 Kothari - Borgaon manju 17.5 300.00 302.98 297.21 5.77 38 74.94 125 286 341.40 N H-6 - Kansivni 16.2 308.00 308.00 296.57 11.43 56 109.07 126 287 344.10 Borgaon manju - Nipana 17.5 300.00 302.69 296.92 5.77 38 74.94 127 288 345.00 Borgaon manju - C L R F 17.5 302.00 302.64 296.87 5.77 38 74.94 128 291 350.80 Babulgaon - Masa 17.5 300.00 302.34 296.57 5.77 38 74.94 129 294 353.90 Akola - Kansivni 17.50 302.00 302.17 296.40 5.77 38 74.94 130 297 357.40 Akola - Yeota 17.50 302.00 301.98 296.21 5.77 38 74.94 131 298 360.30 Kanheri - Gorvha 17.50 300.00 301.82 296.05 5.77 38 74.94 132 300 362.10 Kanheri - Barsi takli 17.50 290.00 301.57 295.80 5.77 38 74.94 133 301 363.90 Mhaispur - Rustumabad 17.50 301.00 301.47 295.70 5.77 38 74.94 134 302 365.80 Sukli - Barsi takli 17.50 300.00 301.37 295.60 5.77 38 74.94 135 303 368.10 Mhaispur - Sindkhed 17.50 299.00 301.24 295.47 5.77 38 74.94 136 305 369.80 Akola - Warkhed 17.50 300.00 301.00 295.23 5.77 38 74.94 137 307 371.50 Akola - Kapshi road 17.50 303.00 303.00 295.12 7.88 45 88.65 138 312 377.40 Akola - Goregaon khurd 17.50 299.00 300.59 294.82 5.77 38 74.94 139 313 379.10 Nandikhed - Goregaon 16.20 308.00 308.00 294.22 13.78 64 123.95 140 315 381.50 Degaon - Boregaon 14.50 316.00 316.00 293.89 22.11 92 172.96 141 316 384.80 Wadegaon - Kapshi road 16.50 300.00 299.99 294.92 5.07 34 68.49 142 317 386.10 Wadegaon - Tandli khurd 16.50 299.00 299.91 294.84 5.07 34 68.49 143 319 388.50 Wadegaon - Babul gaon 16.50 302.00 302.00 294.56 7.44 43 83.95 144 320 389.70 Wadegaon - Tulanga 16.50 304.00 304.00 294.49 9.51 50 97.30 68.49 145 323 394.00 Tamsi - Tulanga Buzruk 16.50 299.00 299.33 294.26 5.07 34

161

Sl. Str. (RCL- RD Description CBW NSL RCL CBL L=B+3.5 (RCL-CBL) Amount No. No CBL) 146 325 396.10 Chincholi gaon - Loni 16.50 298.00 299.20 294.13 5.07 34 68.49 147 326 398.30 Batwadi khurd - Kadmapur 16.50 299.00 299.08 294.01 5.07 34 68.49 148 328 401.60 Palshi khurd - Kadmapur 16.50 301.00 301.00 293.83 7.17 42 82.23 149 330 403.70 Sambhapur - Palsi huzruk 16.50 301.00 301.00 293.71 7.29 42 82.98 150 331 406.20 Sambhapur - Ambikapur 16.50 293.00 298.65 293.58 5.07 34 68.49 151 333 407.50 Taroda - Ambikapur 16.50 294.00 298.57 293.50 5.07 34 68.49 152 334 409.80 NH-6 - Ambikapur 14.50 312.00 312.00 292.88 19.12 81 154.43 153 337 413.00 Warud - Kolori 16.50 294.00 298.27 293.20 5.07 34 68.49 154 339 414.40 Mahegaon - Pimprala 16.50 299.00 299.00 293.12 5.88 37 73.83 155 340 416.90 Mahegaon - Shelodi 16.50 299.00 299.00 292.98 6.02 38 74.71 156 341 418.50 Gaigaon - Pimprala 16.50 300.00 300.00 292.89 7.11 41 81.81 157 342 419.90 Gaigaon - Shelodi 16.50 301.00 301.00 292.81 8.19 45 88.80 158 344 422.70 Siras gaon - Warkhed khurd 16.50 285.00 297.73 292.66 5.07 34 68.49 159 346 425.00 Jaipur - Khamgaon 16.50 290.00 297.60 292.53 5.07 34 68.49 160 349 428.60 Kokta - Khamgaon 6.00 290.00 297.20 292.13 5.07 24 48.57 161 352 435.30 Parkhed - Jalka bhadang 6.00 300.00 300.00 291.77 8.23 35 69.54 162 357 447.40 Mahalongi - Pimpalgaon 6.00 300.00 300.00 291.16 8.84 37 73.57 163 360 455.30 Jawla - Khaira 6.00 301.00 301.00 290.74 10.26 42 82.78 164 363 465.00 Navapur - Shemba buzruk 6.00 301.00 301.00 290.23 10.77 44 86.12 Additional SLRBs across kachcha roads 19 Nos at Rs 10 lakh each 190.00

Total 16057.07 Note: The cost is worked out based on the cost curves incorporated in the FR of Polavaram-Vijayawada link project and brought to 2014-15 price level applying 10% of escalation per annum.

162

b) Cost of single lane road bridges across branch canals

Cost of single lane road bridges across link canal = 16057.07 lakh

Length of the link canal = 469.10 km

Weighted average discharge of link canal = 122.91 cumec

Cost of single lane road bridge per km per cumec discharge = 0.2785 lakh

Weighted average discharge of branch canals = 22.01 cumec

Total length of branch canals = 285.00 km

Cost of single lane road bridges across branch canals(0.2785*22.01*285) = 1746.61 lakh

Total cost of single lane road bridges = 17803.68 lakh

Say 17804 lakh Rs

163

Annexure 5.3.4.2 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Cost of double lane road bridges a) Cost of double lane road bridges across link canal Sl. Str. (RCL- L=B+3.5 (RCL- RD Description CBW NSL RCL CBL Amount No. No CBL) CBL) km m m m m m Rs. lakh 1 43 44.36 Umred - Nagpur 30.00 293.44 302.0 295.0 6.98 54.4 158.71 2 53 59.72 Nagpur - Hyderabad (NH-7) 25.50 296.51 301.3 294 7.30 51.1 149.46 3 139 167.75 Arvi - Phulgaon 21.50 293.00 294.0 287.2 6.76 45.2 133.21 4 235 292.7 Amarvati - Kedra (NH-6) 16.60 315.00 315.0 299.5 15.53 71.0 203.54 5 265 318.7 Murtajapur - Hat gaon 16.20 312.00 312.0 298 14.01 65.2 188.10 6 335 411.3 Khamgaon - Balapur (NH-6) 16.50 299.00 299.0 293.3 5.71 36.5 109.02 7 345 424.0 Shegaon - Khamgaon 16.50 290.00 298.2 292.6 5.62 36.2 108.14 8 351 431.7 Malkapur- Khamgaon (NH-6) 6.00 295.00 297.6 292 5.62 25.7 78.38 9 359 452.0 Nandura - Buldana 6.00 301.00 301.0 290.9 10.08 41.3 122.47 10 365 467.3 Malkapur - Motala 6.00 301.00 301.0 290.1 10.91 44.2 130.49 Total 1381.54

164

b) Cost of double lane road bridges across branch canals Cost of double lane road bridges across link canal = 1381.54 lakh

Length of the link canal = 469.10 km

Weighted average discharge of link canal = 122.91 cumec

Cost of double lane road bridge per km per cumec discharge = 0.0240 lakh

Weighted average discharge of branch = 22.01 cumec canals Total length of branch canals = 285 km

Cost of double lane road bridges across branch = 150.52 lakh canals

Total cost of double lane road bridges = 1532.05 lakh

Say 1532.00 lakh Rs

Note: The cost is estimated based on the cost curves of the FR of Polavaram - Vijayawada link project and brought to 2014-15 price level applying 10% of escalation per annum.

165

166

Annexure: 5.3.4.3 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Cost of railway bridges a) Cost of railway bridges across link canal Railway Canal Canal track bed L=B+3.5(RCL- Sl.No. St. No. RD Description bed NSL Amount level level CBL) width RCL CBL Rs. Km m m m m m Lakh

1 26 26.73 Umred - Kuhi section 32.50 274.1 283.00 276.2 56 112.12 2 54 60.47 Nagpur - Wardha 25.50 294.8 302.00 293.93 54 107.09 3 140 167.9 Arvi - Phulgaon 21.50 293.0 295.00 287.22 49 97.69 4 162 209.40 Chandur-Palgaon 21.50 290.0 291.19 284.9 44 88.06 Murtajapur - 5 266 319.40 16.20 310.0 310.00 297.9 58 115.79 Yavatmal 6 296 356.50 Akola - Amanvadi 17.50 310.0 310.00 296.3 66 129.13 7 348 428.00 Khamgaon - Jalamb 6.00 290.0 300.00 292.17 33 68.58 Total 718.46

b) Cost of railway bridges across branch canals

Cost of railway bridges across link = 718.46 lakh canal Length of the link canal = 469.10 km

Weighted average discharge of link canal = 122.91 lakh

Cost of railway bridge per km per cumec discharge = 0.0125 lakh

Weighted average discharge of branch canals = 22.01 cumec

Total length of branch canals = 285 km

Cost of railway bridges across branch canals = 78.39 lakh

Total cost of railway bridges 796.85 lakh

Say 797.00 lakh Rs

Note: The cost is worked out based on the cost curves incorporated for double lane road bridges in the FR of Nagarjunasagar - Somasila link project and brought to 2014-15 price level applying 10% of escalation per annum.

167

Annexure: 5.3.5 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project H-Escape regulators a) Cost of escape regulators on link canal Cost @ Location of the Sl. No. Escape capacity* Rs.185454** structure /cumec

km Cumec Rs . Lakh

1 63.45 86.3 160.05

2 134.35 86.3 160.05

3 185.10 74.9 138.81

4 333.90 38.3 70.94

529.85 Total Say 530 lakh

Cost of escape regulators across the link canal = 530

Length of the link canal = 469.10

Weighted average discharge of the link canal = 122.91

Cost of escape regulator per km per cumec discharge = 919

Weighted average discharge of the branch canals = 22.01 Total length of branch canals = 285.00 Cost of escape regulators on branch canals 57.63 (22.01* 285*919) = Total cost of escape regulators 587.48 = (137 + 15.18) = Say Rs 587 lakh * Escape capacity is considered as half of the link canal discharge

** The cost per cumec of escape capacity is considered as per the FR of Inchampalli -Pulichintala link escalated to 2014-15 rates.

168

Annexure: 5.3.6 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project General Abstract Sl. Amount in Description No. lakh 1 Permanent buildings a) Residential 4492 b) Non-residential 916 Sub-total 5408 2 Temporary buildings a) Residential 8999 b) Non-residential 1763 Sub-total 10762 Total 16170 Say 16170 lakh

169

Annexure: 5.3.6.1 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Details of residential buildings

No. of units Total plinth area (m 2) Type of Sl.No. Perma- Tempo- Perma- accommadation Temporary nent rary nent 1 Type I 50 167 2448 8175 2 Type II 180 596 10791 35730 3 Type III 41 125 2968 9050 4 Type IV 7 19 708 1921 5 Type V 1 3 236 708 6 Type VI 1 270 Total 17421 55584

Annexure: 5.3.6.2 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Details of non-residential buildings

No. of units Total plinth area (m 2) Sl.No. Purpose Perma- Tempo- Perma- Tempo- nent rary nent rary Chief Engineer's 1 1 - 475 - office 2 Circle office 1 3 281 843 Special deputy 3 - 2 - 308 collector's office 4 Pay&Accounts office - 2 - 308 Division office 5 1 2 154 308 (Mech) 6 Division office (Civil) 4 11 616 1694 7 Sub-division office 12 33 1428 3927 8 Guest House / I.B 6 11 600 1100 9 Godown / Store - 12 - 2400 Total 3554 10888

170

Annexure: 5.3.6.3 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Details of cost of buildings

Permanent Temporary Sl. buildings buildings Description No. Residen- Non- Residen- Non- tial residential tial residential Total area of 1 17421.00 3554.00 55584.00 10888.00 buildings(m 2) 2 Rate Rs./ m 2 19758 19758 12406 12406 3 Amount (Rs.lakh) 3442.04 702.20 6895.75 1350.77 Water supply & 4 516.31 105.33 1034.36 202.62 sanitary fittings (15%) Electrification 5 430.26 87.78 861.97 168.85 (12.5%) 6 Contingency (3%) 103.26 21.07 206.87 40.52 Total 4492 916 8999 1763 Total cost 16170

Note: i) The type and number of buildings in each type are based on the requirements worked out for the FR of Inchampalli - Pulichintala link project.

Annexure: 5.3.7 Godavari (Inchampalli) - Krishna (Pulichintala) link project L-Earthwork & Lining General Abstract Amount Sl.No. Description Rs. lakh

a) Earthwork 1 Link canal ( as per Annexure 5.3.7.1 ) 421920 2 Branch canal (as per Annexure 5.3.7.2) 45894 Sub-total 467814 b) Lining

1 Link canal ( as per Annexure 5.3.7.3) 128625 3 Branch canal (as per Annexure 5.3.7.4) 13991 Sub-total 142616 Total 610430

171

Annexure: 5.3.7.1 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Details of earthwork for main canal Chainage in Sl. Total Quantity Particulars Rate/m3 Amount Total km Type of No. section From To Cum Cum Rs. Rs. lakh Rs. lakh

1 0.00 3.30 3152846 A 189171 Hard soil 143 270.51 2017821 Soft rock 160 3228.51 Medium 756683 449 3397.51 rock 189171 Hard rock 599 1133.13 8029.66

2 3.30 6.40 875296 D 70024 Hard soil 143 100.13 700237 Soft rock 160 1120.38 Medium 105036 449 471.61 1692.12 rock

3 6.40 7.30 74424 C 14885 Hard soil 143 21.29 59539 Soft rock 160 95.26 116.55

4 7.30 8.00 212557 D 17005 Hard soil 143 24.32 170046 Soft rock 160 272.07 Medium 25507 449 114.53 410.92 rock

5 8.00 11.60 2021189 A 121271 Hard soil 143 173.42 1293561 Soft rock 160 2069.7 485085 Medium rock 449 2178.03 121271 Hard rock 599 726.41 5147.56

6 11.60 16.00 1286295 D 102904 Hard soil 143 147.15 1029036 Soft rock 160 1646.46 154355 Medium rock 449 693.05 2486.66

7 16.00 20.00 3141932 A 188516 Hard soil 143 269.58 2010836 Soft rock 160 3217.34 754064 Medium rock 449 3385.75 188516 Hard rock 599 1129.21 8001.88

8 20.00 21.97 597732 D 47819 Hard soil 143 68.38 478186 Soft rock 160 765.1 71728 Medium rock 449 322.06 1155.54 172

Chainage in Sl. Total Quantity Particulars Rate/m3 Amount Total km Type of No. section From To Cum Cum Rs. Rs. lakh Rs. lakh

9 21.97 22.00 7734 B 7734 Embankment 370 28.62 28.62

10 22.00 25.75 470908 C 94182 Hard soil 143 134.68 376726 Soft rock 160 602.76 737.44

11 25.75 30.51 2672416 B 2672416 Embankment 370 9887.94 9887.94

12 30.51 31.99 203832 D 16307 Hard soil 143 23.32 163066 Soft rock 160 260.91 Medium 24460 449 109.83 394.06 rock

13 31.99 32.80 262015 B 262015 Embankment 370 969.46 969.46

14 32.80 33.00 11854 C 2371 Hard soil 143 3.39 9483 Soft rock 160 15.17 18.56

15 33.00 34.78 759427 D 60754 Hard soil 143 86.88 607542 Soft rock 160 972.07 Medium 91131 449 409.18 1468.13 rock

16 34.78 36.00 185336 C 37067 Hard soil 143 53.01 148269 Soft rock 160 237.23 290.24

17 36.00 36.91 250186 D 20015 Hard soil 143 28.62 200149 Soft rock 160 320.24 Medium 30022 449 134.80 483.66 rock

18 36.91 37.50 59712 C 11942 Hard soil 143 17.08 47770 Soft rock 160 76.43 93.51

19 37.50 37.68 68503 B 68503 Embankment 370 253.46 253.46

20 37.68 38.27 66192 C 13238 Hard soil 143 18.93 52954 Soft rock 160 84.73 103.66 173

Chainage in Total Quantity Particulars Rate/m3 Amount Total Sl. km Type of No. section From To Cum Cum Rs. Rs. lakh Rs. lakh

21 38.27 39.81 599178 D 47934 Hard soil 143 68.55 479342 Soft rock 160 766.95 Medium 71901 449 322.84 1158.34 rock

22 39.81 40.00 116226 A 6974 Hard soil 143 9.97 74385 Soft rock 160 119.02 Medium 27894 449 125.24 rock 6974 Hard rock 599 41.77 296.00

23 40.00 41.00 415179 B 415179 Embankment 370 1536.16 1536.16

24 41.00 42.00 236154 D 18892 Hard soil 143 27.02 188923 Soft rock 160 302.28 Medium 28338 449 127.24 456.54 rock

25 42.00 43.36 1063360 A 63802 Hard soil 143 91.24 680550 Soft rock 160 1088.88 255206 Medium roc k 449 1145.87 63802 Hard rock 599 382.17 2708.16

26 43.36 44.36 280292 B 280292 Embankment 370 1037.08 1037.08

27 44.36 46.85 571971 D 45758 Hard soil 143 65.43 457577 Soft rock 160 732.12 68637 Medium ro ck 449 308.18 1105.73

28 46.85 48.00 590053 A 35403 Hard soil 143 50.63 377634 Soft rock 160 604.21 141613 Medium r ock 449 635.84 35403 Hard rock 599 212.06 1502.74

29 48.00 49.44 472806 D 37824 Hard soil 143 54.09 378245 Soft rock 160 605.19 Medium 56737 449 254.75 914.03 rock 174

Chainage in Total Quantity Particulars Rate/m3 Amount Total Sl. km Type of No. section From To Cum Cum Rs. Rs. lakh Rs. lakh

30 49.44 51.00 662550 B 662550 Embankment 370 2451.44 2451.44

31 51.00 54.21 1138413 D 68305 Hard soil 143 97.68 728584 Soft rock 160 1165.73 273219 Medium rock 449 1226.75 68305 Hard rock 599 409.15 2899.31

32 54.21 55.00 381546 A 22893 Hard soil 143 32.74 244189 Soft rock 160 390.7 91571 Medium roc k 449 411.15 22893 Hard rock 599 137.13 971.72

33 55.00 57.00 337306 C 67461 Hard soil 143 96.47 269845 Soft rock 160 431.75 528.22

34 57.00 58.00 851388 A 51083 Hard soil 143 73.05 544888 Soft rock 160 871.82 Medium 204333 449 917.46 rock 51083 Hard rock 599 305.99 2168.32

35 58.00 59.00 362638 D 29011 Hard soil 143 41.49 290110 Soft rock 160 464.18 43517 Medium rock 449 195.39 701.06

36 59.00 60.47 81694 C 16339 Hard soil 143 23.36 65355 Soft rock 160 104.57 127.93

37 60.47 69.44 8022964 B 8022964 Embankment 370 29685 29684.97

38 69.44 71.00 216685 C 43337 Hard soil 143 61.97 173348 Soft rock 160 277.36 339.33

39 71.00 77.97 8220735 A 493244 Hard soil 143 705.34 5261270 Soft rock 160 8418.03 1972976 Medium roc k 449 8858.66 493244 Hard rock 599 2954.53 20936.56

175

Chainage in Total Quantity Particulars Rate/m3 Amount Total Sl. km Type of No. section From To Cum Cum Rs. Rs. lakh Rs. lakh

40 77.97 78.77 118676 D 9494 Hard soil 143 13.58 94941 Soft rock 160 151.91 14241 Medium rock 449 63.94 229.43

41 78.77 80.76 753661 B 753661 Embankment 370 2788.55 2788.55

42 80.76 83.90 363022 C 72604 Hard soil 143 103.82 290418 Soft rock 160 464.67 568.49

43 83.90 89.00 5307379 B 5307379 Embankment 370 19637.3 19637.30

44 89.00 91.53 174655 C 34931 Hard soil 143 49.95 139724 Soft rock 160 223.56 273.51

45 91.53 92.00 215149 D 17212 Hard soil 143 24.61 172119 Soft rock 160 275.39 25818 Medium rock 449 115.92 415.92

46 92.00 92.25 105765 A 6346 Hard soil 143 9.07 67690 Soft rock 160 108.30 25384 Medium roc k 449 113.97 6346 Hard rock 599 38.01 269.35

47 92.25 100.00 8016988 B 8016988 Embankment 370 29662.9 29662.86

48 100.00 100.52 50732 C 10146 Hard soil 143 14.51 40586 Soft rock 160 64.94 79.45

49 100.52 100.83 77872 B 77872 Embankment 370 288.13 288.13

50 100.83 102.14 193670 C 38734 Hard soil 143 55.39 154936 Soft rock 160 247.90 303.29

51 102.14 103.00 250071 B 250071 Embankment 370 925.26 925.26 176

Chainage in Total Quantity Particulars Rate/m3 Amount Total Sl. km Type of No. section From To Cum Cum Rs. Rs. lakh Rs. lakh

52 103.00 104.16 60317 C 12063 Hard soil 143 17.25 48254 Soft rock 160 77.21 94.46

53 104.16 105.40 574163 A 34450 Hard soil 143 49.26 367464 Soft rock 160 587.94 Medium 137799 449 618.72 rock 34450 Hard rock 599 206.36 1462.28

54 105.40 108.22 327652 C 65530 Hard soil 143 93.71 262122 Soft rock 160 419.4 513.11

55 108.22 110.49 1563532 B 1563532 Embankment 370 5785.07 5785.07

56 110.49 111.14 21533 C 4307 Hard soil 143 6.16 17226 Soft rock 160 27.56 33.72

57 111.14 115.00 3038577 B 3038577 Embankment 370 11242.7 11242.73

58 115.00 116.77 72451 C 14490 Hard soil 143 20.72 57961 Soft rock 160 92.74 113.46

59 116.77 119.66 1800165 B 1800165 Embankment 370 6660.61 6660.61

60 119.66 121.15 232391 C 46478 Hard soil 143 66.46 185913 Soft rock 160 297.46 363.92

61 121.15 122.39 1048106 A 62886 Hard soil 143 89.93 670788 Soft rock 160 1073.26 251545 Medium r ock 449 1129.44 62886 Hard rock 599 376.69 2669.32

62 122.39 123.00 73488 C 14698 Hard soil 143 21.02 58790 Soft rock 160 94.06 115.08 177

Chainage in Total Quantity Particulars Rate/m3 Amount Total Sl. km Type of No. section From To Cum Cum Rs. Rs. lakh Rs. lakh

63 123.00 125.51 1089340 B 1089340 Embankment 370 4030.56 4030.56

64 125.51 126.58 91697 C 18339 Hard soil 143 26.22 73358 Soft rock 160 117.37 143.59

65 126.58 130.12 1707012 B 1707012 Embankment 370 6315.94 6315.94

66 130.12 132.95 845542 D 67643 Hard soil 143 96.73 676434 Soft rock 160 1082.29 Medium 101465 449 455.58 1634.60 rock

67 132.95 136.35 618242 B 618242 Embankment 370 2287.5 2287.5

68 136.35 137.35 424542 A 25473 Hard soil 143 36.43 271707 Soft rock 160 434.73 Medium 101890 449 457.49 rock 25473 Hard rock 599 152.58 1081.23

69 137.35 139.25 263510 D 21081 Hard soil 143 30.15 210808 Soft rock 160 337.29 Medium 31621 449 141.98 509.42 rock

70 139.25 142.85 771936 B 771936 Embankment 370 2856.16 2856.16

71 142.85 148.85 9293749 A 557625 Hard soil 143 797.4 5947999 Soft rock 160 9516.8 2230500 Medium ro ck 449 10015 557625 Hard rock 599 3340.17 23669.32

72 148.85 152.35 171237 C 34247 Hard soil 143 48.97 136990 Soft rock 160 219.18 268.15

73 152.35 154.05 429367 B 429367 Embankment 370 1588.66 1588.66 178

Chainage in km Total Quantity Particulars Rate/m3 Amount Total Sl. Type of

No. From To Cum section Cum Rs. Rs. lakh Rs. lakh 74 154.05 156.35 586177 D 46894 Hard soil 143 67.06 468942 Soft rock 160 750.31 70341 Medium rock 449 315.83 1133.20

75 156.35 159.85 1597065 A 95824 Hard soil 143 137.03 1022122 Soft rock 160 1635.4 383296 Medium rock 449 1721 95824 Hard rock 599 573.99 4067.42

76 159.85 171.55 1159399 C 231880 Hard soil 143 331.59 927519 Soft rock 160 1484.03 1815.62

77 171.55 172.55 313879 B 313879 Embankment 370 1161.35 1161.35

78 172.55 185.10 1244868 C 248974 Hard soil 143 356.03 995894 Soft rock 160 1593.43 1949.46

79 185.10 185.50 154858 B 154858 Embankment 370 572.97 572.97

80 185.50 185.90 31428 C 6286 Hard soil 143 8.99 25142 Soft rock 160 40.23 49.22

81 185.90 186.90 209583 B 209583 Embankment 370 775.46 775.46

82 186.90 188.90 237673 C 47535 Hard soil 143 67.98 190138 Soft rock 160 304.22 372.20

83 188.90 191.90 834411 D 66753 Hard soil 143 95.46 667529 Soft rock 160 1068.05 100129 Medium rock 449 449.58 1613.09

84 191.90 196.90 494752 C 98950 Hard soil 143 141.5 395802 Soft rock 160 633.28 774.78

85 196.90 197.90 522061 B 522061 Embankment 370 1931.63 1931.63

86 197.90 201.90 687188 D 54975 Hard soil 143 78.61 549750 Soft rock 160 879.6 82463 Medium rock 449 370.26 1328.47

179

Chainage in Total Quantity Particulars Rate/m3 Amount Total Sl. km Type of No. section From To Cum Cum Rs. Rs. lakh Rs. lakh

87 201.90 203.60 619295 B 619295 Embankment 370 2291.39 2291.39

88 203.60 209.40 965056 D 77204 Hard soil 143 110.4 772045 Soft rock 160 1235.27 115807 Medium rock 449 519.97 1865.64

89 209.40 210.90 662503 B 662503 Embankment 370 2451.26 2451.26

90 210.90 215.90 948625 D 75890 Hard soil 143 108.52 758900 Soft rock 160 1214.24 113835 Medium rock 449 511.12 1833.88

91 215.90 219.90 2377219 A 142633 Hard soil 143 203.97 1521420 Soft rock 160 2434.27 570533 Medium rock 449 2561.69 142633 Hard rock 599 854.37 6054.30

92 219.90 223.40 502561 C 100512 Hard soil 143 143.73 402049 Soft rock 160 643.28 787.01

93 223.40 224.90 260835 B 260835 Embankment 370 965.09 965.09

94 224.90 225.90 156317 D 12505 Hard soil 143 17.88 125054 Soft rock 160 200.09 18758 Medium rock 449 84.22 302.19

95 225.90 227.90 947911 A 56875 Hard soil 143 81.33 606663 Soft rock 160 970.66 227499 Medium rock 449 1021.47 56875 Hard rock 599 340.68 2414.14

96 227.90 234.90 1485239 D 118819 Hard soil 143 169.91 1188191 Soft rock 160 1901.11 178229 Medium rock 449 800.25 2871.27

180

Chainage in Total Quantity Particulars Rate/m3 Amount Total Sl. km Type of No. section From To Cum Cum Rs. Rs. lakh Rs. lakh

97 234.90 235.90 348705 A 20922 Hard soil 143 29.92

223171 Soft rock 160 357.07

83689 Medium rock 449 375.76

20922 Hard rock 599 125.32 888.07

98 235.90 241.30 1124039 D 89923 Hard soil 143 128.59 899231 Soft rock 160 1438.77 134885 Medium rock 449 605.63 2172.99

99 241.30 241.90 244976 A 14699 Hard soil 143 21.02 156785 Soft rock 160 250.86 58794 Medium rock 449 263.99 14699 Hard rock 599 88.05 623.92

100 241.90 261.90 5646072 D 451686 Hard soil 143 645.91 4516858 Soft rock 160 7226.97 677529 Medium rock 449 3042.11 10914.99

101 261.90 262.90 743463 A 44608 Hard soil 143 63.79 475816 Soft rock 160 761.31 178431 Medium rock 449 801.16 44608 Hard rock 599 267.2 1893.46

102 262.90 270.90 2517068 D 201365 Hard soil 143 287.95 2013654 Soft rock 160 3221.85 302048 Medium rock 449 1356.2 4866.00

103 270.90 283.90 9386577 A 563195 Hard soil 143 805.37 6007409 Soft rock 160 9611.85 2252778 Medium rock 449 10115 563195 Hard rock 599 3373.54 23905.73

104 283.90 285.90 264708 D 21177 Hard soil 143 30.28 211766 Soft rock 160 338.83 31765 Medium rock 449 142.62 511.73

181

Chainage in Total Quantity Particulars Rate/m3 Amount Total Sl. km Type of No. section From To Cum Cum Rs. Rs. lakh Rs. lakh 105 285.90 297.90 5914832 A 354890 Hard soil 143 507.49

3785492 Soft rock 160 6056.79

1419560 Medium rock 449 6373.82

354890 Hard rock 599 2125.79 15063.89

106 297.90 299.30 351542 D 28123 Hard soil 143 40.22 281234 Soft rock 160 449.97 42185 Medium rock 449 189.41 679.60

107 299.30 301.90 1346640 A 80798 Hard soil 143 115.54 861850 Soft rock 160 1378.96 323194 Medium rock 449 1451.14 80798 Hard rock 599 483.98 3429.62

108 301.90 308.10 969606 B 969606 Embankment 370 3587.54 3587.54

109 308.10 310.70 94351 C 18870 Hard soil 143 26.98 75481 Soft rock 160 120.77 147.75

110 310.70 311.10 64432 B 64432 Embankment 370 238.4 238.4

111 311.10 317.40 417217 C 83443 Hard soil 143 119.32 333774 Soft rock 160 534.04 653.36

112 317.40 317.90 124940 D 9995 Hard soil 143 14.29 99952 Soft rock 160 159.92 14993 Medium rock 449 67.32 241.53

113 317.90 320.10 828213 A 49693 Hard soil 143 71.06 530056 Soft rock 160 848.09 198771 Medium rock 449 892.48 49693 Hard rock 599 297.66 2109.29

114 320.10 321.90 261767 D 20941 Hard soil 143 29.95 209414 Soft rock 160 335.06 31412 Medium rock 449 141.04 506.05

115 321.90 322.70 123502 B 123502 Embankment 370 456.96 182

Chainage in Total Quantity Particulars Rate/m3 Amount Total Sl. km Type of No. section From To Cum Cum Rs. Rs. lakh Rs. lakh

116 322.70 322.90 42743 D 3419 Hard soil 143 4.89 34194 Soft rock 160 54.71 5129 Medium rock 449 23.03 82.63

117 322.90 323.90 363990 A 21839 Hard soil 143 31.23 232954 Soft rock 160 372.73 87358 Medium r ock 449 392.24 21839 Hard rock 599 130.82 927.02

118 323.90 324.20 112136 D 8971 Hard soil 143 12.83 89709 Soft rock 160 143.53 13456 Medium roc k 449 60.42 216.78

119 324.20 327.90 346465 C 69293 Hard soil 143 99.09 277172 Soft rock 160 443.48 542.57

120 327.90 330.00 268973 B 268973 Embankment 370 995.2 995.2

121 330.00 333.90 278042 C 55608 Hard soil 143 79.52 222434 Soft rock 160 355.89 435.41

122 333.90 337.20 1036678 B 1036678 Embankment 370 3835.71 3835.71

123 337.20 340.90 307494 C 61499 Hard soil 143 87.94 245995 Soft rock 160 393.59 481.53

124 340.90 342.90 788004 A 47280 Hard soil 143 67.61 504323 Soft rock 160 806.92 189121 Medium r ock 449 849.15 47280 Hard rock 599 283.21 2006.89

125 342.90 345.90 300252 C 60050 Hard soil 143 85.87 240202 Soft rock 160 384.32 470.19

126 345.90 346.20 155018 B 155018 Embankment 370 573.57 573.57

183

Chainage in Total Quantity Particulars Rate/m3 Amount Total km Sl. Type of No. section From To Cum Cum Rs. Rs. lakh Rs. lakh

127 346.20 347.90 134680 C 26936 Hard soil 143 38.52 107744 Soft rock 160 172.39 210.91

128 347.90 348.30 203470 B 203470 Embankment 370 752.84 752.84

129 348.30 350.80 207992 C 41598 Hard soil 143 59.49 166394 Soft rock 160 266.23 325.72

130 350.80 351.10 119448 B 119448 Embankment 370 441.96 441.96

131 351.10 352.90 157322 C 31464 Hard soil 143 44.99 125858 Soft rock 160 201.37 246.36

132 352.90 353.00 19416 B 19416 Embankment 370 71.84 71.84

133 353.00 354.90 281740 D 22539 Hard soil 143 32.23 225392 Soft rock 160 360.63 33809 Medium ro ck 449 151.8 544.66

134 354.90 356.90 864302 A 51858 Hard soil 143 74.16 553153 Soft rock 160 885.04 207432 Medium rock 449 931.37 51858 Hard rock 599 310.63 2201.20

135 356.90 360.30 374684 D 29975 Hard soil 143 42.86 299747 Soft rock 160 479.6 44962 Medium roc k 449 201.88 724.34

136 360.30 362.90 766742 B 766742 Embankment 370 2836.95 2836.95

137 362.90 368.10 643034 D 51443 Hard soil 143 73.56 514427 Soft rock 160 823.08 77164 Medium ro ck 449 346.47 1243.11

138 368.10 368.90 216239 B 216239 Embankment 370 800.08 800.08

184

Chainage in Total Quantity Particulars Rate/m3 Amount Total Sl. km Type of No. section From To Cum Cum Rs. Rs. lakh Rs. lakh 139 368.90 371.90 485936 D 38875 Hard soil 143 55.59

388749 Soft rock 160 622.00

58312 Medium rock 449 261.82 939.41

140 371.90 372.70 106425 B 106425 Embankment 370 393.77 393.77

141 372.70 372.90 13959 D 1117 Hard soil 143 1.60 11167 Soft rock 160 17.87 1675 Medium roc k 449 7.52 26.99

142 372.90 373.50 78856 B 78856 Embankment 370 291.77 291.77

143 373.50 377.90 602535 D 48203 Hard soil 143 68.93 482028 Soft rock 160 771.24 72304 Medium ro ck 449 324.64 1164.81

144 377.90 381.90 2415150 A 144909 Hard soil 143 207.22 1545696 Soft rock 160 2473.11 579636 Medium rock 449 2602.57 144909 Hard rock 599 868.00 6150.90

145 381.90 386.90 892035 D 71363 Hard soil 143 102.05 713628 Soft rock 160 1141.8 107044 Medium r ock 449 480.63 1724.48

146 386.90 387.50 189898 B 189898 Embankment 370 702.62 702.62

147 387.50 405.90 3113148 D 249052 Hard soil 143 356.14 2490518 Soft rock 160 3984.83 373578 Medium r ock 449 1677.37 6018.34

148 405.90 407.50 238673 B 238673 Embankment 370 883.09 883.09

149 407.50 408.90 277070 D 22166 Hard soil 143 31.7 221656 Soft rock 160 354.65 33248 Medium rock 449 149.28 535.63

185

Chainage in Total Quantity Particulars Rate/m3 Amount Total Sl. km Type of No. section From To Cum Cum Rs. Rs. lakh Rs. lakh

150 408.90 410.90 1001255 A 60075 Hard soil 143 85.91 640803 Soft rock 160 1025.28 240301 Medium ro ck 449 1078.95 60075 Hard rock 599 359.85 2549.99

151 410.90 411.90 85936 C 17187 Hard soil 143 24.58 68749 Soft rock 160 110 134.58

152 411.90 412.90 160889 B 160889 Embankment 370 595.29 595.29

153 412.90 413.90 29729 C 5946 Hard soil 143 8.5 23783 Soft rock 160 38.05 46.55

154 413.90 419.90 1179812 D 94385 Hard soil 143 134.97 943850 Soft rock 160 1510.16 141577 Medium ro ck 449 635.68 2280.81 155 419.90 425.00 2033217 B 2033217 Embankment 370 7522.9 7522.9

156 425.00 427.90 337145 D 26972 Hard soil 143 38.57 269716 Soft rock 160 431.55 40457 Medium rock 449 181.65 651.77 157 427.90 430.90 258997 B 258997 Embankment 370 958.29 958.29

158 430.90 431.90 66751 D 5340 Hard soil 143 7.64 53401 Soft rock 160 85.44 8010 Medium rock 449 35.96 129.04 159 431.90 434.90 1396964 A 83818 Hard soil 143 119.86 894057 Soft rock 160 1430.49 335271 Medium rock 449 1505.37 83818 Hard rock 599 502.07 3557.79 160 434.90 439.90 743822 D 59506 Hard soil 143 85.09 595058 Soft rock 160 952.09 89259 Medium rock 449 400.77 1437.95 161 439.90 443.50 513466 B 513466 Embankment 370 1899.82

186

Chainage in Total Quantity Particulars Rate/m3 Amount Total Sl. km Type of No. section From To Cum Cum Rs. Rs. lakh Rs. lakh

162 443.50 447.90 676600 D 54128 Hard soil 143 77.4

541280 Soft rock 160 866.05

81192 Medium r ock 449 364.55 1308.00

163 447.90 449.90 247351 B 247351 Embankment 370 915.2

164 449.90 467.70 3587943 D 287035 Hard soil 143 410.46 2870354 Soft rock 160 4592.57 430553 Medium roc k 449 1933.18 6936.21

165 467.70 469.10 14405 C 2881 Hard soil 143 4.12 11524 Soft rock 160 18.44 22.56 Total 421919.67

Say Rs 421920 lakh

187

Annexure: 5.3.7.2 Waingangai (Gosikhurd) - Nalganga (Purna Tapi) link project Cost of Eatrh Work for branch canals

Cost of earthwork excavation for link canal 421920 lakh Length of link canal 469.10 km

Weighted average discharge of the link canal 122.91 cumec Cost of earthwork excavation per cumec per km 7.32 lakh

Name of branch Length Amount Sl.No. Discharge cumec canal km Rs. lakh 1 Umrer 14.1 30 3095.43 2 Bor 25.5 45 8397.18 3 Rohna 22.9 30 5027.33 4 Talegaon 23.0 30 5049.29 5 Bembla 13.7 18 1804.57 6 Amravati 23.6 30 5181.01 7 Murtizapur 12.9 18 1699.19 8 Paras 26.3 27 5196.38 9 Khamgaon 26.3 27 5196.38 10 Jamner 23.9 30 5246.87 Total 212.2 285 45893.63 Say 45894

188

Annexure: 5.3.7.3 Waingangai (Gosikhurd) - Nalganga (Purna Tapi) link project Details of lining for link canal

Reach in km Bed Side FSD+FB Wetted Section Area Sl.No from to length width slope (0.75m) perimeter m m m 000' m 2 1 0.000 3.300 3.300 A 31.00 0.5:1 6.25 48.031 158.5 2 3.300 6.400 3.100 D 32.50 1.5:1 5.75 56.512 175.2 3 6.400 7.300 0.900 C 32.50 1.5:1 5.75 56.512 50.9 4 7.300 8.000 0.700 D 32.50 1.5:1 5.75 56.512 39.6 5 8.000 11.603 3.603 A 31.00 0.5:1 6.25 48.031 173.1 6 11.603 16.000 4.397 D 32.50 1.5:1 5.75 56.512 248.5 7 16.000 20.000 4.000 A 31.00 0.5:1 6.25 48.031 192.1 8 20.000 21.974 1.974 D 32.50 1.5:1 5.75 56.512 111.6 9 21.974 22.000 0.026 B 32.50 2.0:1 5.75 60.831 1.6 10 22.000 25.754 3.754 C 32.50 1.5:1 5.75 56.512 212.1 11 25.754 30.510 4.756 B 32.50 2.0:1 5.75 60.831 289.3 12 30.510 30.750 0.240 D 32.50 1.5:1 5.75 56.512 13.6 13 30.750 31.993 1.243 D 30.00 1.5:1 5.75 54.012 67.1 14 31.993 32.800 0.807 B 30.00 2.0:1 5.75 58.331 47.1 15 32.800 33.000 0.200 C 30.00 1.5:1 5.75 54.012 10.8 16 33.000 34.783 1.783 D 30.00 1.5:1 5.75 54.012 96.3 17 34.783 36.000 1.217 C 30.00 1.5:1 5.75 54.012 65.7 18 36.000 36.908 0.908 D 30.00 1.5:1 5.75 54.012 49.0 19 36.908 37.500 0.592 C 30.00 1.5:1 5.75 54.012 32.0 20 37.500 37.682 0.182 B 30.00 2.0:1 5.75 58.331 10.6 21 37.682 38.265 0.583 C 30.00 1.5:1 5.75 54.012 31.5 22 38.265 39.805 1.540 D 30.00 1.5:1 5.75 54.012 83.2 23 39.805 40.000 0.195 A 28.50 0.5:1 6.25 45.531 8.9 24 40.000 41.000 1.000 B 30.00 2.0:1 5.75 58.331 58.3 25 41.000 42.000 1.000 D 30.00 1.5:1 5.75 54.012 54.0 26 42.000 43.356 1.356 A 28.50 0.5:1 6.25 45.531 61.7 27 43.356 44.363 1.007 B 30.00 2.0:1 5.75 58.331 58.7 28 44.363 46.850 2.487 D 30.00 1.5:1 5.75 54.012 134.3 29 46.850 48.000 1.150 A 28.50 0.5:1 6.25 45.531 52.4 30 48.000 49.437 1.437 D 30.00 1.5:1 5.75 54.012 77.6 31 49.437 51.000 1.563 B 30.00 2.0:1 5.75 58.331 91.2 32 51.000 54.213 3.213 D 30.00 1.5:1 5.75 54.012 173.5 33 54.213 55.000 0.787 A 28.50 0.5:1 6.25 45.531 35.8 34 55.000 57.000 2.000 C 30.00 1.5:1 5.75 54.012 108.0 35 57.000 58.000 1.000 A 28.50 0.5:1 6.25 45.531 45.5 36 58.000 58.620 0.620 D 30.00 1.5:1 5.75 54.012 33.5 189

Reach in km Bed Side FSD+FB Wetted Sl.No Area Section width slope of 0.50m perimeter from to length

m m m 000' m 2

37 58.620 59.000 0.380 D 25.50 1.5:1 5.75 49.512 18.8 38 59.00 60.465 1.465 C 25.50 1.5:1 5.75 49.512 72.5 39 60.465 69.440 8.975 B 25.50 2.0:1 5.75 53.831 483.1 40 69.440 71.000 1.560 C 25.50 1.5:1 5.75 49.512 77.2 41 71.000 77.970 6.970 A 24.60 0.5:1 6.25 41.631 290.2 42 77.970 78.770 0.800 D 25.50 1.5:1 5.75 49.512 39.6 43 78.770 80.762 1.992 B 25.50 2.0:1 5.75 53.831 107.2 44 80.762 83.900 3.138 C 25.50 1.5:1 5.75 49.512 155.4 45 83.900 89.000 5.100 B 25.50 2.0:1 5.75 53.831 274.5 46 89.000 91.530 2.530 C 25.50 1.5:1 5.75 49.512 125.3 47 91.530 91.550 0.020 D 25.50 1.5:1 5.75 49.512 1.0 48 91.550 92.000 0.300 D 25.50 1.5:1 5.75 49.512 14.9 49 92.000 92.250 0.250 A 24.60 0.5:1 6.25 41.631 10.4 50 92.250 100.000 1.130 B 25.50 2.0:1 5.75 53.831 60.8 51 100.000 100.524 0.524 C 25.50 1.5:1 5.75 49.512 25.9 52 100.524 100.830 0.306 B 25.50 2.0:1 5.75 53.831 16.5 53 100.830 102.135 1.305 C 25.50 1.5:1 5.75 49.512 64.6 54 102.135 103.000 0.865 B 25.50 2.0:1 5.75 53.831 46.6 55 103.000 104.157 1.157 C 25.50 1.5:1 5.75 49.512 57.3 56 104.157 105.400 1.243 A 24.60 0.5:1 6.25 41.631 51.7 57 105.400 108.220 2.820 C 25.50 1.5:1 5.75 49.512 139.6 58 108.220 110.485 2.265 B 25.50 2.0:1 5.75 53.831 121.9 59 110.49 111.14 0.65 C 25.50 1.5:1 5.75 49.512 32.2 60 111.14 115 3.865 B 25.50 2.0:1 5.75 53.831 208.1 61 115 116.77 1.772 C 25.50 1.5:1 5.75 49.512 87.7 62 116.77 119.66 2.891 B 25.50 2.0:1 5.75 53.831 155.6 63 119.66 121.15 1.482 C 25.50 1.5:1 5.75 49.512 73.4 64 121.15 122.39 1.243 A 24.60 0.5:1 6.25 41.631 51.7 65 122.39 123 0.612 C 25.50 1.5:1 5.75 49.512 30.3 66 123 125.51 2.505 B 25.50 2.0:1 5.75 53.831 134.8 67 125.51 126.58 1.075 C 25.50 1.5:1 5.75 49.512 53.2 68 126.58 130.12 3.542 B 25.50 2.0:1 5.75 53.831 190.7 69 130.12 132.95 2.828 D 25.50 1.5:1 5.75 49.512 140.0 70 132.95 136.35 3.4 B 25.50 2.0:1 5.75 53.831 183.0 71 136.35 137.35 1 A 24.60 0.5:1 6.25 41.631 41.6 72 137.35 139.25 1.9 D 25.50 1.5:1 5.75 49.512 94.1 73 139.25 142.85 3.6 B 25.50 2.0:1 5.75 53.831 193.8 74 142.85 148.85 6 A 24.60 0.5:1 6.25 41.631 249.8 75 148.85 152.35 3.5 C 25.50 1.5:1 5.75 49.512 173.3 76 152.35 154.05 1.7 B 25.50 2.0:1 5.75 53.831 91.5 77 154.05 156.35 2.3 D 25.50 1.5:1 5.75 49.512 113.9 78 156.35 158.35 2 A 24.60 0.5:1 6.25 41.631 83.3

190

Reach in km Bed Side FSD+FB Wetted Sl.No Area width slope of 0.50m perimeter

from to length

m m m 000' m 2

79 158.35 159.85 1.5 A 21.10 0.5:1 6.25 38.131 57.2 80 159.85 171.55 11.7 C 21.50 1.5:1 5.75 45.512 532.5 81 171.55 172.55 1 B 21.50 2.0:1 5.75 49.831 49.8 82 172.55 185.1 12.55 C 21.50 1.5:1 5.75 45.512 571.2 83 185.1 185.5 0.4 B 21.50 2.0:1 5.75 49.831 19.9 85 185.90 186.90 1.00 B 21.50 2.0:1 5.75 49.831 49.8 86 186.90 188.90 2.00 C 21.50 1.5:1 5.75 45.512 91.0 87 188.90 191.90 3.00 D 21.50 1.5:1 5.75 45.512 136.5 88 191.90 196.90 5.00 C 21.50 1.5:1 5.75 45.512 227.6 89 196.90 197.90 1.00 B 21.50 2.0:1 5.75 49.831 49.8 90 197.90 201.90 4.00 D 21.50 1.5:1 5.75 45.512 182.0 91 201.90 203.60 1.7 B 21.50 2.0:1 5.75 49.831 84.7 92 203.60 209.40 5.8 D 21.50 1.5:1 5.75 45.512 264.0 93 209.40 210.90 1.5 B 21.50 2.0:1 5.75 49.831 74.7 94 210.90 215.90 5 D 21.50 1.5:1 5.75 45.512 227.6 95 215.90 219.90 4 A 21.10 0.5:1 6.25 38.131 152.5 96 219.90 223.40 3.5 C 17.50 1.5:1 5.75 41.512 145.3 97 223.40 224.90 1.5 B 17.50 2.0:1 5.75 45.831 68.7 98 224.90 225.90 1 D 17.50 1.5:1 5.75 41.512 41.5 99 225.90 227.90 2 A 17.50 0.5:1 6.25 34.531 69.1 100 227.90 234.90 7 D 17.50 1.5:1 5.75 41.512 290.6 101 234.90 235.90 1 A 17.50 0.5:1 6.25 34.531 34.5 102 235.90 241.30 5.4 D 17.50 1.5:1 5.75 41.512 224.2 103 241.30 241.90 0.60 A 17.50 0.5:1 6.25 34.531 20.7 104 241.90 261.90 20.00 D 17.50 1.5:1 5.75 41.512 830.2 105 261.90 262.90 1.00 A 17.50 0.5:1 6.25 34.531 34.5 106 262.90 270.90 8.00 D 17.50 1.5:1 5.45 40.259 322.1 107 270.90 283.90 13.00 A 17.50 0.5:1 5.95 33.714 438.3 108 283.90 285.90 2.00 D 17.50 1.5:1 5.45 40.259 80.5 109 285.90 290.90 5.00 A 17.50 0.5:1 5.95 33.714 168.6 110 290.90 297.90 7.00 A 16.60 0.5:1 5.40 31.315 219.2 111 297.90 299.30 1.40 D 17.50 1.5:1 4.90 37.962 53.1 112 299.30 301.90 2.60 A 16.60 0.5:1 5.40 31.315 81.4 113 301.90 308.1 6.20 B 17.50 2.0:1 4.90 41.643 258.2 114 308.10 310.7 2.60 C 17.50 1.5:1 4.90 37.962 98.7 115 310.70 311.1 0.40 B 17.50 2.0:1 4.90 41.643 16.7 116 311.10 317.4 6.30 C 17.50 1.5:1 4.90 37.962 239.2 117 317.40 317.9 0.50 D 17.50 1.5:1 4.90 37.962 19.0 118 317.90 320.1 2.20 A 16.20 0.5:1 5.05 29.961 65.9 119 320.10 321.9 1.80 D 17.50 1.5:1 4.55 36.501 65.7 120 321.90 322.7 0.80 B 17.50 2.0:1 4.55 39.919 31.9

191

Reach in km Bed Side FSD+FB Wetted Sl.No Area width slope of 0.50m perimeter from to length

m m m 000' m 2

121 322.70 322.9 0.20 D 17.50 1.5:1 4.55 36.501 7.3 122 322.90 323.9 1.00 A 16.20 0.5:1 5.05 29.961 30.0 123 323.90 324.2 0.30 D 17.50 1.5:1 4.55 36.501 11.0 124 324.20 327.9 3.70 C 17.50 1.5:1 4.55 36.501 135.1 125 327.90 330 2.10 B 17.50 2.0:1 4.55 39.919 83.8 126 330.00 333.9 3.90 C 17.50 1.5:1 4.55 36.501 142.4 127 333.90 337.2 3.30 B 17.50 2.0:1 4.55 39.919 131.7 128 337.20 340.9 3.70 C 17.50 1.5:1 4.55 36.501 135.1 129 340.90 342.9 2.00 A 16.20 0.5:1 5.05 29.961 59.9 130 342.90 345.9 3.00 C 17.50 1.5:1 4.55 36.501 109.5 131 345.90 346.2 0.30 B 17.50 2.0:1 4.55 39.919 12.0 132 346.20 347.9 1.70 C 17.50 1.5:1 4.55 36.501 62.1 133 347.90 348.3 0.40 B 17.50 2.0:1 4.55 39.919 16.0 134 348.30 350.8 2.50 C 17.50 1.5:1 4.55 36.501 91.3 135 350.80 351.1 0.30 B 17.50 2.0:1 4.55 39.919 12.0 136 351.10 352.9 1.80 C 17.50 1.5:1 4.55 36.501 65.7 137 352.90 353 0.10 B 17.50 2.0:1 4.55 39.919 4.0 138 353.00 354.9 1.90 D 17.50 1.5:1 4.55 36.501 69.4 139 354.90 356.9 2.00 A 16.20 0.5:1 5.05 29.961 59.9 140 356.90 360.3 3.40 D 17.50 1.5:1 4.55 36.501 124.1 141 360.30 362.9 2.60 B 17.50 2.0:1 4.55 39.919 103.8 142 362.90 368.1 5.2 D 17.50 1.5:1 4.55 36.501 189.8 143 368.10 368.9 0.8 B 17.50 2.0:1 4.55 39.919 31.9 144 368.90 371.9 3 D 17.50 1.5:1 4.55 36.501 109.5 145 371.90 372.7 0.8 B 17.50 2.0:1 4.55 39.919 31.9 146 372.70 372.9 0.2 D 17.50 1.5:1 4.55 36.501 7.3 147 372.90 373.5 0.6 B 17.50 2.0:1 4.55 39.919 24.0 148 373.50 377.9 4.4 D 17.50 1.5:1 4.55 36.501 160.6 149 377.90 380.9 3 A 16.20 0.5:1 5.05 29.961 89.9 150 380.90 381.9 1 A 14.50 0.5:1 4.35 26.354 26.4 151 381.90 386.9 5 D 16.50 1.5:1 3.85 32.578 162.9 152 386.90 387.5 0.6 B 16.50 2.0:1 3.85 35.470 21.3 153 387.50 405.9 18.4 D 16.50 1.5:1 3.85 32.578 599.4 154 405.90 407.5 1.60 B 16.50 2.0:1 3.85 35.470 56.8 155 407.50 408.9 1.40 D 16.50 1.5:1 3.85 32.578 45.6 156 408.90 410.9 2.00 A 14.50 0.5:1 4.35 26.354 52.7 157 410.90 411.9 1.00 C 16.50 1.5:1 3.85 32.578 32.6 158 411.90 412.9 1.00 B 16.50 2.0:1 3.85 35.470 35.5

192

Reach in km Bed Side FSD+FB Wetted Sl.No Area width slope of 0.50m perimeter from to length

m m m 000' m 2

159 412.90 413.9 1.00 C 16.50 1.5:1 3.85 32.578 32.6 160 413.90 419.9 6.00 D 16.50 1.5:1 3.85 32.578 195.5 161 419.90 425 5.10 B 16.50 2.0:1 3.85 35.470 180.9 162 425.00 426.9 1.90 D 16.50 1.5:1 3.85 32.578 61.9 163 426.90 427.9 1.00 D 6.00 1.5:1 3.85 22.078 22.1 164 427.90 430.9 3.00 B 6.00 2.0:1 3.85 24.970 74.9 165 430.90 431.9 1.00 D 6.00 1.5:1 3.85 22.078 22.1 166 431.90 434.9 3.00 A 6.00 0.5:1 4.35 17.854 53.6 168 439.90 443.5 3.60 B 6.00 2.0:1 3.85 24.970 89.9 169 443.50 447.9 4.40 D 6.00 1.5:1 3.85 22.078 97.1 170 447.90 449.9 2.00 B 6.00 2.0:1 3.85 24.970 49.9 171 449.90 467.7 17.80 D 6.00 1.5:1 3.85 22.078 393.0 172 467.70 469.1 1.40 C 6.00 1.5:1 3.85 22.078 30.9 405.13 Total 19055.6

Total area of lining (m 2 ) = 19055559

Rate per m 2 (Rs.) = 675.00 *

Total cost of lining (Rs.lakh) = 128625.32

Say Rs 128625 lakh

*Rate of Rs. 146.90/m 2 as given in FR of Nagarjunasagar - Somasila link is brought to 2014-15 price level applying 10% of escalation per annum.

193

Annexure: 5.3.7.4 Wainganga (Gosikhurd)-Nalganga (Purna Tapi) link project Cost of lining for branch canals Cost of lining for link canal 128625 lakh Length of link canal 469.10 km Weighted average discharge of the link canal 122.91 cumec Cost of lining per cumec per km 2.23 lakh

Sl. No. Name of branch canal Discharge cumec Length km Amount Rs. lakh 1 Umrer 14.10 30 943.66 2 Bor 25.50 45 2559.94 3 Rohna 22.90 30 1532.61 4 Talegaon 23.00 30 1539.31 5 Bambela 13.7 18 550.14 6 Amravati 23.6 30 1579.46 7 Murtajapur 12.9 18 518.01 8 Paras 26.3 27 1584.15 9 khamgaon 26.3 27 1584.15 10 Janmer 23.9 30 1599.54 Total 212.20 285.00 13990.97 Say 13991

194

Annexure: 5.3.8 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project M – Plantation

*Rate incl. Sl. Total no. Amount protection No. of plants Rs. lakh arrangement Length of main canal 469.10 km Length of branch canals 285.00 km Labour rate /day (Rs) 270.00 Plantation of trees along link canal, either sides at 1 93820 234.00 219.54 10m interval (469.1*1000*2/10)

Plantation of trees along branch canals, either sides 2 at 10m interval for the proposed commands 57000 234.00 133.38 (285*1000*2/10)

Sub total 150820 352.92

Man mazdoor for maintenance at 1 man mazdoor 3 per day for 50 plants for 6 months 270.00 1490.40 (150820*183*270/50)

Total 1843.32

Say Rs 1843 lakh

* Adopted from the FR of Inchampalli-Pulichintala link project (Rs. 107.2 of 1998-99) and brought to 2014- 15 price level applying 5% rate of escalation per annum.

Annexure: 5.3.9 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project N - Tanks & Reservoirs

Amount Sl.No. Rate Rs. lakh Improvements to the existing tanks in the 1 L S 2500 command area Total 2500 Note: The target areas and the enroute tanks/storages for utilisation of the link waters are yet to be finalised by the State. Hence, in the PFR, no provision for new tanks has been made.

195

Annexure: 5.3.10 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project O – Miscellaneous

Amount Sl.No. Description Rate Rs. lakh

A Capital cost 1 Electrification L.S 410 2 Water supply, purification and distribution L.S 425 3 Sewage disposal and storm water drainage works L.S 370 4 Telephone, telegraph, post office & wireless L.S 65 5 Fire Fighting Equipment L S 65 6 Medical Equipment for Hospital /Dispensary L S 65 Fountains, recreation facilities, special lighting arrangements for 7 L.S 105 beautification of areas at selected points B Maintenance & Services 1 Electrification L.S 105 2 Water supply, purification and distribution L.S 265 3 Sewage disposal and storm water drainage works L.S 160 4 Telephone, telegraph, post office & wireless L.S 75 5 Fire Fighting Equipment L S 40 6 Ambulance L S 25 Fountains, recreation facilities, special lighting arrangements for 7 L.S 80 beautification of areas at selected points 8 Boundary pillars and stones, distance marks and bench marks L.S 240 9 Model and exhibits L.S 55 10 Medical assistance L.S 265 11 Security arrangements L.S 55 12 Transport vehicles L.S 315 13 Transport of labour and staff L.S 315 14 Visits of dignitaries L.S 80 15 Technical ceremonies L.S 65 16 Inaugural ceremonies L.S 55 17 Compensation to workmen L.S 160 Photographic,cenemotographic equipment, establishment and running 18 L.S 95 charges 19 Unforeseen items L.S 20 Total 3975 196

Annexure : 5.3.11 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project P-Maintenance

Period Rate/year Amount Sl.No Description in Rs. lakh Rs. lakh years Length of main canal (km) 469.10 Length of branch canals (km) 285.00 Labour rate /day (Rs) 270.00 Maintenance of link canal of 469.1 km, 10 man mazdoors per 1 km per day @ Rs.270 per mazdoor for a period of 4 years 4622.98 4 18491.92 (469.1x10x365x270)

Maintenance of branch canals of 285 km, 10 man mazdoors 2 per day per km @ Rs. 270 per mazdoor for a period of 4 years 2808.68 4 11234.70 (285x10x365x270)

Maintenance of buildings @ 5% of cost of 3 808.50 8 6468.00 K - Buildings per year

Maintenance of temporary roads @ 5% cost of R - 4 48.24 8 385.93 Communications per year Total 36580.55 Say Rs 36581 lakh

197

Annexure: 5.3.12 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Q-Special Tools & Plants

Amount Sl.No. Description Rs. lakh

Capital cost of production oriented construction Plant & Machinery '(other than specialised capital 1 intensive equipment and inspection/transport vehicles)=(P). As per DPR-2010 38557.56 guidelines, only 25% value of machinery is considered as it is planned that the machinery spends 75% of its life at project.

2 Cost recoverable as hourly use rate (debitable to works = 0.75(P) 28918.17

3 Capital cost of inspection and transport vehicles (Q) 1846.48

4 Capital cost of specialised intensive equipment- (R) Nil

5 Provision to be made under the sub head 'Q' special tools & plant (.25 P + Q + R) 11485.87

11486 Say Rs . lakh

6 Recoveries shown under V-receipts & recoveries 0.75(.25*P)+(0.20*Q) 7598.84

7599 Say Rs lakh

As per DPR-2010 guidelines, only 25% value of machinery is considered as it is planned that the machinery spends 75% of its life at project.

198

Annexure : 5.3.12.1 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Estimate for Q-Special Tools & Plants Quantity Rate* Amount Sl.No Description Nos Rs.lakh Rs. lakh A. Special tools & plants (Machinery) 1 Excavator (Hydraulic 3.8 m 3) 14 641.46 8980.42 2 Excavator (Hydraulic P&T Branch hoe 2.84 m 3) 2 566.10 1132.20 3 Rear dumper 35T 87 254.56 22146.85 4 Wagon drills 8 30.33 242.61 5 Air compressors 40 ft 3 8 45.95 367.60 6 Concrete mixer 1077 ft 3 4 3.68 14.70 7 Concrete mixer 1 cum with weight batcher 8 34.55 276.43 8 Dozer 320 HP 3 368.98 1106.93 9 Water tanker 7500 lits. 13 28.95 376.33 10 Water pump 10 HP 6 1.84 11.03 11 Vibrator Rollers 3 24.35 73.06 12 Truck 8-10 T 26 25.27 657.08 13 Motorised water tanker 7500 lits. 40 28.95 1157.93 14 Trailors 25 T 2 115.33 230.67 15 Trailors 40 T 2 172.77 345.54 16 Pneumatic tractor 50 HP 24 11.49 275.70 17 Trailors 7.5 T 24 3.45 82.71 18 Crane 10 T 2 149.80 299.59 19 Generator 75 KVA 3 11.49 34.46 20 Water Pump 8 2.94 23.53 21 Workshop equipment 71 8.41 597.02 22 Dewatering equipment 8 8.41 67.27 23 Explosive van 2 28.95 57.90 Sub total 38557.56 B Inspection & transportation vehicles 24 Jeeps 99 12.64 1250.98 25 Cars 6 11.49 68.92 26 Ambulance 2 17.46 34.92 27 Buses 2 34.46 68.92 28 Station Wagons 24 16.08 385.98 29 Jeep trailors 16 2.30 36.76 Sub total 1846.48 Total 40404.04

*Adopted from the FR of Inchampalli-Pulichintala link project and brought to 2014-15 price level applying 10% rate of escalation per annum.

199

Annexure: 5.3.13 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project R-Communications

Amount Rate*/km Sl.No. Description Rs. lakh Rs. lakh

Provision towards construction of quarry roads, temporary roads in 1 the work areas, temporary or permanent river crossings, Railway 9.65 964.83 including sidings, bridges, connecting roads etc. (100 km) Total 964.83 say 965 lakh * Adopted from the FR of Inchampalli - Pulichintala link project and brought to 2014-15 price level applying 5% rate of escalation per annum.

Annexure: 5.3.14 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project U - Distributaries, minors and subminors

Area Rate* Amount Sl.No Description Unit (ha) Rs. Rs.lakh 1 a) 25000 Umred 45513 ha 11378.30 b) 41000 Bor 45513 ha 18660.42 c) 37000 Rohna 45513 ha 16839.89 d) 37000 Talegaon 45513 ha 16839.89 e) 22000 Bembla 45513 ha 10012.91 f) 37000 Amaravati 45513 ha 16839.89 g) 20000 Murtizapur 45513 ha 9102.64 h) 41000 Paras 45513 ha 18660.42 i) 41000 Khamgaon 45513 ha 18660.42 j) 37500 Jamner 45513 ha 17067.45 338500 Total 154062.23 say Rs 154062

*As per the FR of Inchampalli - Pulichintala link project and brought to 2014-15 price level adopting 10% rate of escalation per annum.

200

Annexure: 5.3.15 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project V-Water courses / field channels

Area Rate* Amount Sl.No Unit (ha) Description Rs. Rs.lakh 1 a) 25000 Umred 13578 ha 3394.54 b) 41000 Bor 13578 ha 5567.04 c) 37000 Rohna 13578 ha 5023.91 d) 37000 Talegaon 13578 ha 5023.91 e) 22000 Bembla 13578 ha 2987.19 f) 37000 Amaravati 13578 ha 5023.91 g) 20000 Murtizapur 13578 ha 2715.63 h) 41000 Paras 13578 ha 5567.04 i) 41000 Khamgaon 13578 ha 5567.04 j) 37500 Jamner 13578 ha 5091.80 338500 Total 45962.01 say Rs 45962

*As per the FR of Inchampalli - Pulichintala link project and brought to 2014-15 price level adopting 10% rate of escalation per annum.

Annexure: 5.3.16 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project W-Drainage

Area Rate* Amount Sl.No Unit (ha) Description Rs. Rs.lakh 1 a) 25000 Umred 15595 ha 3898.83 b) 41000 Bor 15595 ha 6394.09 c) 37000 Rohna 15595 ha 5770.28 d) 37000 Talegaon 15595 ha 5770.28 e) 22000 Bembla 15595 ha 3430.97 f) 37000 Amaravati 15595 ha 5770.28 g) 20000 Murtizapur 15595 ha 3119.07 h) 41000 Paras 15595 ha 6394.09 i) 41000 Khamgaon 15595 ha 6394.09 j) 37500 Jamner 15595 ha 5848.25 338500 Total 52790.23 Say Rs 52790

201

Annexure: 5.3.17 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project X- Environment & Ecology

Rate Amount Sl.No. Description Qty Rs. lakh Rs. lakh Cost of land acquisition for 55.84 ha of forest land at Rs 450000/ 1 ha 55.84 450000 251.28 2 Cost of compensatory afforestation in degraded forest patches to an extent of 111.68 ha in lieu of the 55.84 ha affected by the link canal Plantations 11168 plants at every grid point of 10 x 10m 234.00 26.13 Maintenance at one mazdoor paid at Rs 270/day for 50 plants for 110.36 six months nursing (11168 x 183 x Rs 270/50) Sub-total 136.50 3 Measures to prevent forest fires, overgrazing of areas etc. LS 10.00 4 Establishment of fuel depots etc, to meet fuel requirements of LS 10.00 labour force to prevent indiscriminate falling of trees 5 Public health measures to control spread of water and soil borne LS 10.00 diseases 6 Rehabilitation & Resettlement of one village Gumgaon colony, where the canal passes in embankment and the likely canal way required is 115.4 m. From RD 62.60 to 62.75 km i.e (150 * 115.4) = 17310 sqm or 1.73 ha Area required (ha) 1.73 450000 7.79 Houses to be relocated including provision of amenities 24.0 500000 120 Total 545.56

Say 546

202

Annexure : 5.4 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Unit - III: Lifting arrangements Abstract of cost Amount in Rs. Lakh Sl. No Description Stg-I Stg-II Stg-III Stg-IV Total A Direct charges I Works J & S Pumphouse civil & electrical works 39623.66 44014.50 42213.74 25146.80 150999 P Maintenance (1% on I-Works) 396 440 422 251 1509 Y Loss on stock at 0.25% of I-works 99 110 106 63 378

Sub total 40119 44565 42742 25461 152886

II Establishment a) 10% of civil works b) 4% of electrical works Considered 6% on 2377 2641 2533 1509 9060 weighted average basis Sub total 2377 2641 2533 1509 9060 III Ordinary T & P

a) 1% of civil works

b) 0.5% of electrical works Considered 0.6% on 238 264 253 151 906 weighted average basis

Sub total 238 264 253 151 906

IV Suspense Nil Nil Nil Nil Nl

V Receipts & Recoveries Nil Nil Nil Nil Nil

B Indirect charges a) Audit & account charges at 1% on 401 446 427 255 1529 I-Works

Sub total 401 446 427 255 1529

Total 43135 47916 45955 27376 164381

203

Annexure 5.4.1 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Cost estimate of J & S - Pumphouse civil & electrical works for the lifting arrangements Abstract of cost (Rs. Lakh)

Sl. Civil Electrical & Stage Total No. works mech works

1 Stage-I 9863.66 29760 39623.66 2 Stage-II 9774.5 34240 44014.50 3 Stage-III 10853.74 31360 42213.74 4 Stage-IV 5346.8 19800 25146.8 Total 35838.7 115160.00 150998.70 Say Rs. 150999 lakh

204

Annexure: 5.4.2 Wainganga (Gosikhurd) - Nalga nga (Purna Tapi) link project Cost estimate of J & S - Pumphouse civil & electrical works for the lifting arrangements Sl. Item of work Size of component (m) Earth work Concrete Amount (Rs lakh) No. Earth Concrete Ele & mec l b h m3 m3 work @ @ Rs @ Rs 400 Total Rs 160 /m 3 4500 /m 3 lakh / MW Stage-I A Civil works 1 Sump well 111.65 116.57 51.93 675929 67593 1081.49 3041.69 4123.18 2 Pumphouse 161.10 25.88 34.31 143024 114419 228.84 5148.86 5377.7 3 Delivery cistern 118.41 48.44 5.50 31547 6940 50.48 312.3 362.78 B Electrical & mech works 8 9.3 74.4 29760 29760 39623.66 Stage-II A Civil works 1 Sump well 111.65 116.57 51.62 671869 67187 1074.99 3023.42 4098.41 2 Pumphouse 161.10 25.88 33.90 141311 113049 226.1 5087.21 5313.31 3 Delivery cistern 118.41 48.44 5.50 31547 6940 50.48 312.3 362.78 B Electrical & mech works 8 10.7 85.6 34240 34240 44014.50 Stage-III A Civil works 1 Sump well 112.89 115.50 55.71 726391 72639 1162.23 3268.76 4430.99 2 Pumphouse 160.00 25.88 39.23 162412 129930 259.86 5846.85 6106.71 3 Delivery cistern 104.09 48.00 5.50 27480 6046 43.97 272.07 316.04 B Electrical & mech works 8 9.8 78.4 31360 31360 42213.74

205

Sl. Item of work Size of component (m) Earth work Con-crete Amount (Rs lakh) No. Earth Concrete Ele & mec work @ l b h m3 m3 @ Rs @ Rs 400 Total Rs 160 4500 /m 3 lakh / MW /m 3 Stage-IV A Civil works 1 Sump well 84.40 71.63 47.74 288603 28860 461.76 1298.7 1760.46 2 Pumphouse 115.00 25.88 30.75 91500 73200 146.4 3294 3440.4 3 Delivery cistern 76.90 30.00 5.50 12689 2792 20.3 125.64 145.94 B Electrical & mech works 5 9.9 49.5 19800 19800 25146.8

Note: Volume of concrete is considered at the following rates Sump 10 % Pumphouse 80 % Cistern 22 %

206

Annexure: 6.1 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project CONSTRUCTION SCHEDULE Year Cost of Sl. item Name of activity No. Rs. 1st year 2nd year 3rd year 4th year 5th year lakh Preliminary works such as preconstruction survey & 26565 1 investigation, design studies, laboratory tests and report preparation 1095 Construction of approach roads for the headworks, 2 conveyance system and pumphouses

619 3 Environment & ecology

Invitation of tenders for 13028 various civil & electrical 4 works, and procurement of special tools & plants Land acquisition for the 5 conveyance system 176529 Construction of camp colonies, office buildings for 6 666 conveyance system and lifting arrangements

Construction/ modification 7 of headworks head regulator 5600 and any other arrangements

Excavation of main canal & 8 530632 branch canals

Development of tanks in the 9 2836 command area

Construction of pumphouses,sumpwells, cisterns,silt excluders for all 10 the lifting arrangements on 164381 main canal and branch canals civil & electrical works Construction of CD/CM 11 58670 works regulators, escapes etc. 207

Lining of main canal and 12 161767 branch canals

Distributaries, minors & 13 174750 submarines Water courses / field 14 52134 channels 15 Onfarm development 13540 Drainage system, development of tanks & 16 59879 reservoirs and command area development

17 Plantation 2090 Maintenance, miscellaneous 49102 18 & loss on stock Payment of final 19 compensation and final payment to the contractors Total project cost 1493884 118739 119405 268365 494981 492394

208

Anexxure : 6.2 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project ADMINISTRATIVE SET-UP

CHIEF ENGINEER

NAGPUR

SPL. DEPUTY SPL. DEPUTY PAY & PAY & ACCOUNTS COLLECTOR'S COLLECTOR'S ACCOUNTS OFFICE OFFICE OFFICE OFFICE AMARAVATI NAGPUR AMARAVATI NAGPUR

COSTRUCTION COSTRUCTION DESIGN CIRCLE COSTRUCTION CIRCLE- CIRCLE -1 CIRCLE -2 NAGPUR 3 AKOLA WARDHA AMARAVATI

DIVISION - 1 DIVISION - 1 DIVISION - 1 DIVISION - 1 NAGPUR WARDHA AMARAVATI AKOLA

DIVISION - 2 DIVISION - 2 DIVISION - 2 DIVISION - 2 AMARAVATI UMRER CHANDUR WADEGAON

DIVISION - 3 DIVISION - 3 DIVISION - 3 DIVISION - 3 BULDHANA SINDHI LONI MINDLA

DIVISION - 4 DIVISION - 4 DIVISION - 4 DATTAPUR MURTAJAPUR JANMER

MECHANICAL MECHANICAL MECHANICAL DIVISION DIVISION DIVISION LONI MINDLA WARDHA

209

Annexure: 6.3 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project ANNUAL FINANCIAL OUTLAY

210

Annexure : 7.1 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Land acquisition for the link canal project

Govt. land Patta (Private ) Land Land to Built be Garden Wet Barren Poram Forest Sl.No Purpose up acquired land land land -boke land area ha ha ha ha ha ha ha

1 Main canal 4022.92 - - - 179.30 55.84 4258.06 2 Offices/staff colonies - - - - 35.00 - 35.00 Lifting arrangements ( 4 3 8.00 - - - - - 8.00 stages) 4 Borrow areas 2200.52 - - - - - 2200.52 Total 6231.44 - - - 214.30 55.84 6502

211

Annexure : 7.1.1 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Details of land acquisition for main canal

Reach Govt land Length Patta (Private) Land Type of Canal Land to be of the Bed width Sl. No sec tion way Garden Wet Barren Poram- Forest acquired From To reach land land land boke land Km Km km m m ha ha ha ha ha ha

1 0.00 3.30 3.30 A 31.00 95.95 31.66 - - - - 31.66 2 3.30 6.40 3.10 D 32.50 108.45 33.62 - - - - 33.62 3 6.40 7.30 0.90 C 32.50 96.85 8.72 - - - - 8.72 4 7.30 8.00 0.70 D 32.50 108.45 7.59 - - - - 7.59 5 8.00 11.60 3.60 A 31.00 95.95 34.57 - - - - 34.57 6 11.60 16.00 4.40 D 32.50 108.45 47.69 - - - - 47.69 7 16.00 20.00 4.00 A 31.00 95.95 38.38 - - - - 38.38 8 20.00 21.97 1.97 D 32.50 108.45 21.41 - - - - 21.41 9 21.97 22.00 0.03 B 32.50 122.40 0.32 - - - - 0.32 10 22.00 25.75 3.75 C 32.50 96.85 36.36 - - - - 36.36 11 25.75 30.51 4.76 B 32.50 122.40 58.21 - - - - 58.21 12 30.51 30.75 0.24 D 32.50 108.45 2.60 2.60 12 30.75 31.99 1.24 D 30.00 105.95 13.17 - - - - 13.17 13 31.99 32.80 0.81 B 30.00 119.90 9.68 - - - - 9.68 14 32.80 33.00 0.20 C 30.00 94.35 1.89 - - - - 1.89 15 33.00 34.78 1.78 D 30.00 105.95 18.89 - - - - 18.89 16 34.78 36.00 1.22 C 30.00 94.35 11.48 - - - - 11.48 17 36.00 36.91 0.91 D 30.00 105.95 9.62 - - - - 9.62 18 36.91 37.50 0.59 C 30.00 94.35 5.59 - - - - 5.59 19 37.50 37.68 0.18 B 30.00 119.90 2.18 - - - - 2.18

212

Length Canal Type of Land to be Sl. No Reach of the Bed width way Patta (Private) Land Govt Land sec tion acquired reach Garden Wet Barren Poram- Forest From To land land land boke land Km Km km m m ha ha ha ha ha ha

20 37.68 38.27 0.58 C 30.00 94.35 5.50 - - - - 5.50 21 38.27 39.81 1.54 D 30.00 105.95 16.32 - - - - 16.32 22 39.81 40.00 0.20 A 28.50 93.45 1.82 - - - - 1.82 23 40.00 41.00 1.00 B 30.00 119.90 - - - 11.99 - 11.99 24 41.00 42.00 1.00 D 30.00 105.95 - - - 10.60 - 10.60 25 42.00 43.36 1.36 A 28.50 93.45 - - - 12.67 - 12.67 26 43.36 44.36 1.01 B 30.00 119.90 - - - 12.07 - 12.07 27 44.36 46.85 2.49 D 30.00 105.95 - - - 26.35 - 26.35 28 46.85 48.00 1.15 A 28.50 93.45 - - - 10.75 - 10.75 29 48.00 49.44 1.44 D 30.00 105.95 - - - 15.23 - 15.23 30 49.44 51.00 1.56 B 30.00 119.90 - - - 18.74 - 18.74 31 51.00 54.21 3.21 D 30.00 105.95 34.04 - - - - 34.04 32 54.21 55.00 0.79 A 28.50 93.45 7.35 - - - - 7.35 33 55.00 57.00 2.00 C 30.00 94.35 18.87 - - - - 18.87 34 57.00 57.40 0.40 A 28.50 93.45 3.74 - - - - 3.74 35 57.40 58.00 0.60 A 28.50 93.45 - - - - 5.61 5.61 36 58.00 58.62 0.62 D 30.00 105.95 - - - - 6.57 6.57 37 58.62 59.00 0.38 D 25.50 101.45 - 3.86 3.86 37 59.00 59.70 0.70 C 25.50 89.85 - - - - 6.29 6.29 38 59.70 60.47 0.77 C 25.50 89.85 6.87 - - - - 6.87 39 60.47 69.44 8.97 B 25.50 115.40 103.57 - - - - 103.57 40 69.44 71.00 1.56 C 25.50 89.85 14.02 - - - - 14.02 41 71.00 76.05 5.05 A 24.60 89.55 45.22 - - - 45.22 42 76.05 77.03 0.98 A 24.60 89.55 - - - - 8.78 8.78 213

43 77.03 77.97 0.94 A 24.60 89.55 8.42 - - - - 8.42 44 77.97 78.77 0.80 D 25.50 101.45 8.12 - - - - 8.12 45 78.77 80.76 1.99 B 25.50 115.40 22.99 - - - - 22.99

46 80.76 83.90 3.14 C 25.50 89.85 28.19 - - - - 28.19 47 83.90 86.00 2.10 B 25.50 115.40 24.23 - - - - 24.23 48 86.00 89.00 3.00 B 25.50 115.40 - - - 34.62 - 34.62 49 89.00 91.00 2.00 C 25.50 89.85 - - - 17.97 17.97 50 91.00 91.53 0.53 C 25.50 89.85 4.76 - - - - 4.76 51 91.53 91.55 0.02 D 25.50 101.45 0.20 - - - - 0.20 52 91.55 91.85 0.30 D 25.50 101.45 - - - - 3.04 3.04 53 91.85 92.00 0.15 D 25.50 101.45 1.52 - - - - 1.52 54 92.00 92.25 0.25 A 24.60 89.55 2.24 - - - - 2.24 55 92.25 93.38 1.13 B 25.50 115.40 13.04 - - - - 13.04 56 93.38 93.60 0.22 B 25.50 115.40 - - - 2.54 2.54 57 93.60 93.80 0.20 B 25.50 115.40 - - - 2.31 2.31 58 93.80 94.15 0.35 B 25.50 115.40 - - - 4.04 4.04 59 94.15 94.67 0.52 B 25.50 115.40 - - - 6.00 6.00 60 94.67 95.64 0.97 B 25.50 115.40 - - - 11.19 11.19 61 95.64 96.10 0.46 B 25.50 115.40 5.31 - - - 5.31 62 96.10 96.44 0.34 B 25.50 115.40 - - - - 3.92 3.92 63 96.44 100.00 3.56 B 25.50 115.40 41.08 - - - - 41.08 64 100.00 100.52 0.52 C 25.50 89.85 4.71 - - - - 4.71 65 100.52 100.83 0.31 B 25.50 115.40 3.53 - - - - 3.53 66 100.83 102.14 1.31 C 25.50 89.85 11.73 - - - - 11.73 214

67 102.14 103.00 0.86 B 25.50 115.40 9.98 - - - - 9.98 68 103.00 104.16 1.16 C 25.50 89.85 10.40 - - - - 10.40 69 104.16 105.40 1.24 A 24.60 89.55 11.13 - - - - 11.13 70 105.40 108.22 2.82 C 25.50 89.85 25.34 - - - - 25.34 71 108.22 110.49 2.27 B 25.50 115.40 26.14 - - - - 26.14 72 110.49 111.14 0.65 C 25.50 89.85 5.84 - - - - 5.84 73 111.14 115.00 3.86 B 25.50 115.40 44.60 - - - - 44.60 74 115.00 116.77 1.77 C 25.50 89.85 15.92 - - - - 15.92 75 116.77 119.66 2.89 B 25.50 115.40 33.36 - - - - 33.36 76 119.66 121.15 1.48 C 25.50 89.85 13.32 - - - - 13.32 77 121.15 122.39 1.24 A 24.60 89.55 11.13 - - - - 11.13 78 122.39 123.00 0.61 C 25.50 89.85 5.50 - - - - 5.50 79 123.00 125.51 2.51 B 25.50 115.40 28.91 - - - - 28.91 80 125.51 126.58 1.08 C 25.50 89.85 9.66 - - - - 9.66 81 126.58 130.12 3.54 B 25.50 115.40 40.87 - - - - 40.87 82 130.12 132.95 2.83 D 25.50 101.45 28.69 - - - - 28.69 83 132.95 136.35 3.40 B 25.50 115.40 39.24 - - - - 39.24 84 136.35 137.35 1.00 A 24.60 89.55 8.96 - - - - 8.96 85 137.35 139.25 1.90 D 25.50 101.45 19.28 - - - - 19.28 86 139.25 142.85 3.60 B 25.50 115.40 41.54 - - - - 41.54 87 142.85 148.85 6.00 A 24.60 89.55 53.73 - - - - 53.73 88 148.85 152.35 3.50 C 25.50 89.85 31.45 - - - - 31.45 89 152.35 154.05 1.70 B 25.50 115.40 19.62 - - - - 19.62 90 154.05 156.35 2.30 D 25.50 101.45 23.33 - - - - 23.33 91 156.35 158.35 2.00 A 24.60 89.55 - - - - 0.00 91 158.35 159.85 1.50 A 21.10 86.05 12.91 - - - - 12.91

215

92 159.85 171.55 11.70 C 21.50 85.85 100.44 - - - - 100.44 93 171.55 172.55 1.00 B 21.50 111.40 11.14 - - - - 11.14 94 172.55 185.10 12.55 C 21.50 85.85 107.74 - - - - 107.74 95 185.10 185.50 0.40 B 21.50 111.40 4.46 - - - - 4.46 96 185.50 185.90 0.40 C 21.50 85.85 3.43 - - - - 3.43 97 185.90 186.90 1.00 B 21.50 111.40 11.14 - - - - 11.14 98 186.90 188.90 2.00 C 21.50 85.85 17.17 - - - - 17.17 99 188.90 191.90 3.00 D 21.50 97.45 29.24 - - - - 29.24 100 191.90 196.90 5.00 C 21.50 85.85 42.93 - - - - 42.93 101 196.90 197.90 1.00 B 21.50 111.40 11.14 - - - - 11.14 102 197.90 201.90 4.00 D 21.50 97.45 38.98 - - - - 38.98 103 201.90 203.60 1.70 B 21.50 111.40 18.94 - - - - 18.94 104 203.60 209.40 5.80 D 21.50 97.45 56.52 - - - - 56.52 105 209.40 210.90 1.50 B 21.50 111.40 16.71 - - - - 16.71 106 210.90 215.90 5.00 D 21.50 97.45 48.73 - - - - 48.73 107 215.90 219.90 4.00 A 21.10 86.05 34.42 - - - - 34.42 108 219.90 223.40 3.50 C 17.50 81.85 28.65 - - - - 28.65 109 223.40 224.90 1.50 B 17.50 107.40 16.11 - - - - 16.11 110 224.90 225.90 1.00 D 17.50 93.45 9.35 - - - - 9.35 111 225.90 227.90 2.00 A 17.50 82.45 16.49 - - - - 16.49 112 227.90 234.90 7.00 D 17.50 93.45 65.42 - - - - 65.42 113 234.90 235.90 1.00 A 17.50 82.45 8.25 - - - - 8.25 114 235.90 241.30 5.40 D 17.50 93.45 50.46 - - - - 50.46 115 241.30 241.90 0.60 A 17.50 82.45 4.95 - - - - 4.95 116 241.90 261.90 20.00 D 17.50 93.45 186.90 - - - - 186.90 117 261.90 262.90 1.00 A 17.50 82.45 8.25 - - - - 8.25

216

Length Type Canal Land to be Sl. No Reach of of Bed width Patta (Private ) Land Govt Land way aquired Reach section Garden Wet Barren Poram- Forest From To Land Land Land boke Land Km Km Km M M Ha Ha Ha Ha Ha ha

118 262.90 270.90 8.00 D 17.50 92.55 74.04 - - - - 74.04 119 270.90 283.90 13.00 A 17.50 82.15 106.80 - - - - 106.80 120 283.90 285.90 2.00 D 17.50 92.55 18.51 - - - - 18.51 121 285.90 290.90 5.00 A 17.50 82.15 - - - - 0.00 122 290.90 297.90 7.00 A 16.60 80.70 56.49 - - - - 56.49 123 297.90 299.30 1.40 D 17.50 90.90 12.73 - - - - 12.73 124 299.30 301.90 2.60 A 16.60 80.70 20.98 - - - - 20.98 125 301.90 308.10 6.20 B 17.50 104.00 64.48 - - - - 64.48 126 308.10 310.70 2.60 C 17.50 79.30 20.62 - - - - 20.62 127 310.70 311.10 0.40 B 17.50 104.00 4.16 - - - - 4.16 128 311.10 317.40 6.30 C 17.50 79.30 49.96 - - - - 49.96 129 317.40 317.90 0.50 D 17.50 90.90 4.55 - - - - 4.55 130 317.90 320.10 2.20 A 16.20 79.95 17.59 - - - - 17.59 131 320.10 321.90 1.80 D 17.50 89.85 16.17 - - - - 16.17 132 321.90 322.70 0.80 B 17.50 102.60 8.21 - - - - 8.21 133 322.70 322.90 0.20 D 17.50 89.85 1.80 - - - - 1.80 134 322.90 323.90 1.00 A 16.20 79.95 8.00 - - - - 8.00 135 323.90 324.20 0.30 D 17.50 89.85 2.70 - - - - 2.70 136 324.20 327.90 3.70 C 17.50 78.25 28.95 - - - - 28.95 137 327.90 330.00 2.10 B 17.50 102.60 21.55 - - - - 21.55 138 330.00 333.90 3.90 C 17.50 78.25 30.52 - - - - 30.52 139 333.90 337.20 3.30 B 17.50 102.60 33.86 - - - - 33.86 140 337.20 340.90 3.70 C 17.50 78.25 28.95 - - - - 28.95 141 340.90 342.90 2.00 A 16.20 79.95 15.99 - - - - 15.99 217

142 342.90 345.90 3.00 C 17.50 78.25 23.48 - - - - 23.48 143 345.90 346.20 0.30 B 17.50 102.60 3.08 - - - - 3.08 144 346.20 347.90 1.70 C 17.50 78.25 13.30 - - - - 13.30 145 347.90 348.30 0.40 B 17.50 102.60 4.10 - - - - 4.10 146 348.30 350.80 2.50 C 17.50 78.25 19.56 - - - - 19.56 147 350.80 351.10 0.30 B 17.50 102.60 3.08 - - - - 3.08 148 351.10 352.90 1.80 C 17.50 78.25 14.08 - - - - 14.08 149 352.90 353.00 0.10 B 17.50 102.60 1.03 - - - - 1.03 150 353.00 354.90 1.90 D 17.50 89.85 17.07 - - - - 17.07 151 354.90 356.90 2.00 A 16.20 79.95 15.99 - - - - 15.99 152 356.90 360.30 3.40 D 17.50 89.85 30.55 - - - - 30.55 153 360.30 362.90 2.60 B 17.50 102.60 26.68 - - - - 26.68 154 362.90 368.10 5.20 D 17.50 89.85 46.72 - - - - 46.72 155 368.10 368.90 0.80 B 17.50 102.60 8.21 - - - - 8.21 156 368.90 371.90 3.00 D 17.50 89.85 26.96 - - - - 26.96 157 371.90 372.70 0.80 B 17.50 102.60 8.21 - - - - 8.21 158 372.70 372.90 0.20 D 17.50 89.85 1.80 - - - - 1.80 159 372.90 373.50 0.60 B 17.50 102.60 6.16 - - - - 6.16 160 373.50 377.90 4.40 D 17.50 89.85 39.53 - - - - 39.53 161 377.90 380.90 3.00 A 16.20 79.95 0.00 162 380.90 381.90 1.00 A 14.50 77.55 7.76 - - - - 7.76 163 381.90 386.90 5.00 D 16.50 86.75 43.38 - - - - 43.38 164 386.90 387.50 0.60 B 16.50 98.80 5.93 - - - - 5.93 165 387.50 405.90 18.40 D 16.50 86.75 159.62 - - - - 159.62 218

166 405.90 407.50 1.60 B 16.50 98.80 15.81 - - - - 15.81 167 407.50 408.90 1.40 D 16.50 86.75 12.14 - - - - 12.14 168 408.90 410.90 2.00 A 14.50 77.55 15.51 - - - - 15.51 169 410.90 411.90 1.00 C 16.50 75.15 7.52 - - - - 7.52 170 411.90 412.90 1.00 B 16.50 98.80 9.88 - - - - 9.88 171 412.90 413.90 1.00 C 16.50 75.15 7.52 - - - - 7.52 172 413.90 419.90 6.00 D 16.50 86.75 52.05 - - - - 52.05 173 419.90 425.00 5.10 B 16.50 98.80 50.39 - - - - 50.39 174 425.00 426.90 1.90 D 16.50 86.75 0.00 175 426.90 427.90 1.00 D 6.00 76.25 7.63 - - - - 7.63 176 427.90 430.90 3.00 B 6.00 88.30 26.49 - - - - 26.49 177 430.90 431.90 1.00 D 6.00 76.25 7.63 - - - - 7.63 178 431.90 434.90 3.00 A 6.00 69.05 20.72 - - - - 20.72 179 434.90 439.90 5.00 D 6.00 76.25 38.13 - - - - 38.13 180 439.90 443.50 3.60 B 6.00 88.30 31.79 - - - - 31.79 181 443.50 447.90 4.40 D 6.00 76.25 33.55 - - - - 33.55 182 447.90 449.90 2.00 B 6.00 88.30 17.66 - - - - 17.66 183 449.90 467.70 17.80 D 6.00 76.25 135.73 - - - - 135.73 184 467.70 469.10 1.40 C 6.00 64.65 9.05 - - - - 9.05 469.1 4022.92 0.00 0.00 179.30 55.84 4258.06

219

A Deep cutting 58.7+b+2nd B Embankment 66.9+b+2nd 1 C Partial cutting & filling 47.1+ b+2nd D Normal Cutting 58.7+b+2nd 2 Canal free board is conside red at 0.75m

220

Annexure: 7.1.2 Waingangai (Gosikhurd) - Nalganga (Purna Tapi) link project Details of land acquisition for offices and staff colonies

Land to be Patta (private) land Govt land Name of village / acquired Sl.No Garden land Wet land Barren land Built up area Poram- boke Forest land town ha ha ha ha ha ha ha

1 Nagpur - - - - 4.00 - 4.00 2 Wardha - - - - 4.00 - 4.00 3 Amaravati - - - - 4.00 - 4.00 6 Umrer - - - - 2.00 - 2.00 7 Kuhi - - - - 2.00 - 2.00 8 Butibori - - - - 2.00 - 2.00 9 Kanholi - - - - 2.00 - 2.00 10 Selu - - - - 2.00 - 2.00 11 Anji - - - - 2.00 - 2.00 12 Arvi - - - - 2.00 - 2.00 13 Dattapur - - - - 1.00 - 1.00 14 Chandur - - - - 1.00 - 1.00 15 Loni - - - - 1.00 - 1.00 16 Murtajapur - - - - 1.00 - 1.00 17 Wadegaon - - - - 1.00 - 1.00 18 Mindla - - - - 2.00 - 2.00 19 Janmer - - - - 2.00 - 2.00 Total 35.00 35.00

221

Annexure : 7.1.3 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Details of land acquisition for borrow areas Patta (Private ) Land Govt Land Borr Land to be ow acquired area Garden land Wet land Barren land Built up area Poram boke Forest land No. ha ha ha ha ha ha ha 1 0.25 - - - - - 0.25 2 100.64 - - - - - 100.64 3 9.08 - - - - - 9.08 4 2.45 - - - - - 2.45 5 15.18 - - - - - 15.18 6 4.5 - - - - - 4.50 7 10.42 - - - - - 10.42 8 381.01 - - - - - 381.01 9 30.32 - - - - - 30.32 10 253.47 - - - - - 253.47 11 389.21 - - - - - 389.21 12 9.53 - - - - - 9.53 13 70.74 - - - - - 70.74 14 139.88 - - - - - 139.88 15 79.3 - - - - - 79.30 16 45.51 - - - - - 45.51 17 72.76 - - - - - 72.76 18 21.66 - - - - - 21.66 19 28.03 - - - - - 28.03 20 15.96 - - - - - 15.96

222

Borro Patta (Private ) Land in ha Govt Land in ha Land to be w area acquired No. Garden land Wet land Barren land Built up area Poram- boke Forest land 21 13.61 - - - - - 13.61 22 15.42 - - - - - 15.42 23 24.48 - - - - - 24.48 24 27.49 - - - - - 27.49 25 30.76 - - - - - 30.76 26 11.94 - - - - - 11.94 27 43.6 - - - - - 43.60 28 2.89 - - - - - 2.89 29 5.52 - - - - - 5.52 30 6.16 - - - - - 6.16 31 50.71 - - - - - 50.71 32 18.41 - - - - - 18.41 33 6.91 - - - - - 6.91 34 37.69 - - - - - 37.69 35 10.36 - - - - - 10.36 36 8.07 - - - - - 8.07 37 9.53 - - - - - 9.53 38 11.12 - - - - - 11.12 39 7.54 - - - - - 7.54 40 105.81 - - - - - 105.81 41 18.64 - - - - - 18.64 42 36.36 - - - - - 36.36 43 17.6 - - - - - 17.60 Total 2200.52 2200.52 Note: Borrow area is assumed to yield 2.5m depth of suitable filling material

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Annexure : 7.2 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Details of manpower/employment generated in the link canal project

i) Capital cost of link project (Rs.Crores) 14938.84 ii) Number of persons employed(manpower) in 35 persons per one crore of expenditure similarirrigation project Upper Ganga Canal (Based on 1991-92 price level) Development &Modernisation Project in U.P

Number of persons likely to get emploment as iii) per Sl.No.ii) above based on 2014-15 price level 4 @ 10% rate of escalation per annum iv) Average employment generation per annum 11951

Distribution of employment according to the v) norms of Advisory Group*

(a) Technical personnel i) Engineers 792 ii) Other technical personnel 804 iii) Skilled & semi skilled personnel 927 Sub-total 2523 (b) Non-technical personnel i) Unskilled 7197 ii) Administrative 2230 Sub-total 9427

Grand total 11950

* Advisory Group Report on Expenditure and Employment Generation in Major and Medium Irrigation Projects, CWC, 1993.

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Annexure: 8.1 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Abstract of benefits

Sl. Amount Item No. Rs. lakh.

1 Irrigation 290531 2 Municipal water supply -1783 Total 288748

Annexure 8.1.1

Gross Value of Produce under Umrer branch

Post Project Scenario Pre-Project Scenario

Rate Gross Rate Gross % of Crop Area Yield per value of Area Yield per value of CCA quintal produce quintal produce 25000 ha Qts/ha Rs. Rs.lakh ha Qts/ha Rs Rs.lakh ha Kharif Paddy 20 5000 50 1500 3750.00 5000 15 1500 1125.00 Groundnut 14 3500 50 4400 7700.00 3500 15 4400 2310.00 Cotton 10 2500 29 5000 3625.00 2500 12 5000 1500.00 Jowar 4 1000 35 1800 630.00 1000 12 1800 216.00 Maize 4 1000 40 1300 520.00 1000 14 1300 182.00 Fodder 4 1000 500 1300 6500.00 1000 20 1300 260.00 Chillies 4 1000 30 3900 1170.00 1000 16 3900 624.00 Pulses 4 1000 15 4400 660.00 1000 5 4400 220.00 Rabi Wheat 20 5000 40 1500 3000.00 5000 15 1500 1125.00 Jowar 6 1500 35 1800 945.00 1500 12 1800 324.00 Pulses 6 1500 15 4400 990.00 1500 5 4400 330.00 Vegeables 4 1000 75 2200 1650.00 1000 20 2200 440.00 Total 100 25000 31140.00 25000 8656.00

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Annexure 8.1.1 (Continued) Gross Value of Produce under Bor, Rohna, Talegaon, Bembla, Amaravati, Murtijapur, Paras, Khamgaon & Jamner branches

Post Project Scenario Pre-Project Scenario Rate Gross Rate Gross % of Crop Area Yield per value of Area Yield per value of CCA quintal produce quintal produce 313500 ha Qts/ha Rs. Rs.lakh ha Qts/ha Rs Rs.lakh ha Kharif Paddy 20 62700 50 1500 47025.00 62700 15 1500 14107.50 Groundnut 12 37620 50 4500 84645.00 37620 15 4500 25393.50 Cotton 12 37620 29 5000 54549.00 37620 12 5000 22572.00 Jowar 8 25080 35 1800 15800.40 25080 12 1800 5417.28 Maize 4 12540 40 1300 6520.80 12540 14 1300 2282.28 Fodder 4 12540 500 1300 81510.00 12540 20 1300 3260.40 Pulses 4 12540 15 4400 8276.40 12540 5 4400 2758.80

Rabi Wheat 16 50160 40 1500 30096.00 50160 15 1500 11286.00 Groundnut 12 37620 50 4400 82764.00 37620 15 4400 24829.20 Jowar 4 12540 35 1800 7900.20 12540 12 1800 2708.64 Pulses 4 12540 15 4400 8276.40 12540 5 4400 2758.80

Total 100 313500 427363.20 313500 117374.40 Grand total 458503.20 126030.40

Note: Broadly on the basis of FR of Kolhapur-Sangli link project

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Annexure 8.1.2 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Input cost of agriculture under Umrer branch

Rate/ha Total Expenses (Rs.in lakhs) % of CCA Crop Pre & Post Project Scenario Pre & Post Project Scenario Hired Hired 25000 Area Seeds Manures Seeds Manure Total labour labour Kharif Paddy 20 5000 770 5830 8685 38.50 291.50 434.25 764.25 Groundnut 14 3500 5610 3585 6800 196.35 125.48 238.00 559.83 Cotton 10 2500 3300 5830 8685 82.50 145.75 217.13 445.38 Jowar 4 1000 585 3215 5880 5.85 32.15 58.80 96.80 Maize 4 1000 585 3215 5880 5.85 32.15 58.80 96.80 Fodder 4 1000 585 3215 5880 5.85 32.15 58.80 96.80 Chilles 4 1000 1430 3585 4860 14.30 35.85 48.60 98.75 Pulses 4 1000 1430 3215 4410 14.30 32.15 44.10 90.55 Rabi Wheat 20 5000 2420 5460 5460 121.00 273.00 273.00 667.00 Jowar 6 1500 585 3585 5880 8.78 53.78 88.20 150.75 Pulses 6 1500 2200 4250 4250 33.00 63.75 63.75 160.50 Vegetables 4 1000 1430 3585 4860 14.30 35.85 48.60 98.75

Total 100 25000 540.575 1153.55 1632.03 3326.15

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Annexure 8.1.2 (Continued) Gross Value of Produce under Bor, Rohna, Talegaon, Bembla, Amaravati, Murtijapur, Paras, Khamgaon & Jamner branches

% of Rate/ha Total Expenses (Rs.in lakhs) CCA Crop Pre & Post Project Scenario Pre & Post Project Scenario Hired Hired 3E+05 Area Seeds Manures Seeds Manure Total labour labour

Kharif Paddy 20 62700 770 5830 8685 482.79 3655.41 5445.50 9583.70 Groundnut 12 37620 5610 3585 6800 2110.48 1348.68 2558.16 6017.32 Cotton 12 37620 3300 5830 8685 1241.46 2193.25 3267.30 6702.00 Jowar 8 25080 585 3215 5880 146.72 806.32 1474.70 2427.74 Maize 4 12540 585 3215 5880 73.36 403.16 737.35 1213.87 Fodder 4 12540 585 3215 5880 73.36 403.16 737.35 1213.87 Pulses 4 12540 1430 3215 4410 179.32 403.16 553.01 1135.50

Rabi Wheat 16 50160 2420 5460 5460 1213.87 2738.74 2738.74 6691.34 Groundnut 12 37620 5610 3585 6800 2110.48 1348.68 2558.16 6017.32 Jowar 4 12540 585 3585 5880 73.36 449.56 737.35 1260.27 Pulses 4 12540 2200 4250 4250 275.88 532.95 532.95 1341.78

Total 100 3E+05 7981.08 14283.06 21340.57 43604.72 Grand total 8521.66 15436.61 22972.60 46930.87 Note: The input costs are arrived at broadly on the basis of FR of Kolhapur -Sangli link project applying escalation at 10% for seeds and 5% for other inputs

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Annexure 8.1.3 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Annual net benefits from the project

Net annual benefits (Rs lakh) Description of item Post Pre- Project Project A Gross Receipts 1 Gross value of farm produce 458503.20 126030.40 2 Dung Receipts @ 30% of the 13755.10 5671.37 fodder expenditure 3 Total Gross Receipts (A1+A2) 472258.30 131701.77

B Expenses 1 Expenditure on seeds 8521.66 8521.66 2 Expenditure on manure 15436.61 15436.61 3 Expenditure on hired labour (Human & Bullock) 22972.60 22972.60 4 Fodder expenses (Pre irrigation at15% of Item A.1 & Post irrigation at 10% of Item A1) 45850.32 18904.56 5 Depreciation on implements (Pre & Post irrigation at 2.7% of Item A.1) 12379.59 3402.82 6 Share and Cash Rent (Pre irrigation at 5% of Item A.1 & Post irrigation at 3% of Item A1) 13755.10 6301.52 7 Land Revenue (Pre & Post irrigation at 2% of Item A.1) 9170.06 2520.61

8 Total Expenses(B1 to B7) 128085.93 78060.37

C Net Value of Produce (A-B) 344172.36 53641.39

D Net Annual Benefit from new areas (338500 ha) 290530.97

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Annexure: 8.1.4 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Net benefits from municipal water supply

1 Proposed Municipal water supply 31 Mm3 Command area 2 338500 ha proposed 3 Estimated cost of distribution network/Mcum for protected water 212.09 lakh a) supply as adopted in FR of Nagarjunasagar-Somasila link project Cost of distribution network per ha of CCA per Mm 3 b) 0.00130 lakh of water = Capital cost of distribution c) 13421.53 lakh network = Tariff 4 adopted i) Domestic water supply @ Rs.1.5* per kilolitre 26.24 Lakh/ Mcum

Annual 5 cost Amount (Rs. lakh) 1342.15 i) 10% interest on capital cost 134.22 ii) 1% depreciation on capital cost iii) Operative establishment charges (5%of capital 671.08 cost) iv) Pumping, treatment and maintenance charges 436.20 (3.25% of capital cost) 2583.65 Total Annual cost per Mm 3 84.71 lakh Net benefit per 6 Mm 3 Municipal i use = -58.47 lakh/Mm 3

7 Total net benefit in respect of Municipal use -1783.5 lakh/Mm 3

-1783.48 lakh

say -1783 lakh *The rate / kilolitre is adopted at Rs1.5/- municipal water supplies based on the guidelines of Maharashtra Water Resources Regulatory Authority for the year 2010 with escalation of 15% per annum

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Annexure : 8.2 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Benefit - cost ratio

Rs. Rs. Sl.No Item lakh lakh I Capital cost (a) Estimated cost of the poject 1480344 (b) Cost of land development (Unit IV) 13540 1493884

II Annual benefits 288748

III Annual cost (a) Interest at 10% of the total cost of the project 149388 (b) Depreciation at 1% of the cost of the project for 100 year project life 14803

(c) Depreciation of the ele.mech works @ average 5% of total estimated cost of ele. Mech works i.e 115160 lakh 5758 (d) Charges of power at Rs 2.50 per unit for estimated units of power 555.9 MU 13898 (f) Annual operation & maintenance at Rs 180/- per ha for 338500 ha 609 (g) Maintenance of pumping system @ 2% of the cost 164381 lakh 3288 (h) Maintenance of the head works at 1% of its cost i.e 5600 lakh 56 187800 Annual O&M charges (Sum of c to h) 17851 Benefit - Cost Ratio = (Annual benefits / Annual IV 1.54 cost)

Note :Depreciation of pumping system = 8.33 % Depreciation of the raising main = 3.33 %

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Annexure : 8.3 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project

Internal Rate of Return (IRR)

1. Life of the project after completion(n) 100 years 2. Construction period 5 years 3. Cost of the project 1493884 lakh 4. Annual benefits 288748 lakh 5. OM& R (0.4% of Project Cost) 5975.53 lakh = [Construction cost*(Construction period/2)* Rate of Interest] 6. Interest During Construction (IDC) 7. Present Worth (PW) of costs/benefits :A* [{(1+i)^n-1}/ {i(i+1)^n}]

PW of Construction Investment PW of Total PW of PW of Interest IDC (Benefits- cost cost cost cost benefits Cost) 1 2 3 4=(1+3) 5 6=(4+5) 7 8 1493884 0.12 448165 1942049 49796 1991844 2406204 414360 1493884 0.13 485512 1979396 45965 2025361 2221127 195766 1493884 0.14 522859 2016743 42682 2059425 2062481 3056 1493884 0.15 560206 2054090 39837 2093927 1924985 -168942 1493884 0.16 597553 2091437 37347 2128784 1804674 -324110 1493884 0.17 634901 2128784 35150 2163934 1698517 -465417 1493884 0.18 672248 2166131 33197 2199329 1604155 -595173 1493884 0.19 709595 2203478 31450 2234928 1519726 -715202

* Internal Rate of Return lies between 14 and 15 percent as the PW of benefits are becoming less than that of costs in this range of interest. On linear interpolation of values, the IRR is obtained as 14.02%

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Annexure : 8.4 Wainganga (Gosikhurd) - Nalganga (Purna Tapi) link project Economic Parameters

A) Statistics available for the link project 1 Quantity of water proposed to be used through the project 1912 Mm 3

2 1493884 lakh Cost of the project

a) 5600 lakh Headworks lakh b) Conveyance system 1310363 lakh c) Lifting arrangements 164381 lakh d) 13540 On-farm development

3 187800 lakh Annual cost (Rs.lakh) 338500 lakh Culturable command area (ha) 4 338500 lakh Annual irrigation (ha) lakh 5 Annual benefits (Rs.lakh) 288748

a) 290531 lakh Irrigation lakh b) Water charges -1783

6 555.9 lakh Annual power requirement (MU) B) Economic parameters lakh 1 3 78.13 Cost of project for diversion of one m of water 3 2 Annual cost of project for diversion of one m of water 9.82 lakh Direct annual benefit from one m 3 of water diversion lakh 3 15.10 lakh 4 Direct net benefit per hectare of CCA from irrigation 85829 5 Benefit cost ratio 1.54 6 Internal rate of return 14.02%

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