Bansagar Canal Project, Allahabad Line Diagramme of Ban Sagar Feeder Channel from Km

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FIRST MONITORING VISIT

Date of visit: 07.05.2018 to 09.05.2018

OFFICERS WHO PARTICIPATED IN THE MONITORING VISIT

CENTRAL WATER COMMISSION, LUCKNOW

1. Sh. Shiva Prakash, Director, M&A 2. Sh. Satyendra Pratap Singh, Deputy Director, M & A

IRRIGATION & WATER RESOURCES DEPARTMENT, UTTAR PRADESH:

1. Sh. K. C. Tiwari, Superintending Engineer, Bansagar Nahar Nirman Mandal-1, Mirzapur. 2. Sh. Suresh Chandra Yadav, Executive Engineer, Bansagar Nahar Nirman Khand-5, Mirzapur. 3. Sh. Sunant Kumar Suman, Executive Engineer, Bansagar Nahar Nirman Khand-7, Mirzapur. 4. Sh. Binay Kumar, Executive Engineer, Bansagar Nahar Nirman Khand-8, Mirzapur. 5. C.K. Manglam, Executive Engineer, Bansagar Nahar Nirman Khand-10, Mirzapur. 6. Sh. L.B. Singh, Executive Engineer, Bansagar Nahar Nirman Khand-1, Allahabad.

INDEX

PART–I : EXECUTIVE SUMMARY PARA NO. DESCRIPTION PAGE NO. 1.0 PROJECT IN BRIEF 1-2 2.0 ORGANIZATIONAL & MANAGEMENT ASPECTS 2 3.0 PHYSICAL AND FINANCIAL PROGRESS 2-3 4.0 ISSUES IN FOCUS 3 5.0 ASSESSMENT OF THE PROJECT 3 PART–II : MONITORING REPORT 1.0 PROJECT COMPONENTS AS BEING EXECUTED 4-5 2.0 CHANGE IN SCOPE, IF ANY 5 3.0 COST REVISIONS AND LATEST ESTIMATED COST 5-6 4.0 TECHNO-ECONOMIC APPRAISAL OF THE PROJECT 6 5.0 ORGANIZATIONAL SET UP FOR THE PROJECT 6 6.0 CONTRACTUAL ARRANGEMENT 6-7 7.0 QUALITY ASSESSMENT 7 8.0 LAND ACQUISITION, RESETTLEMENT & REHABILITATION 7-8 9.0 ENVIRONMENT AND FOREST CLEARANCE 8 10.0 PROPOSAL UNDER AIBP 8 11.0 EXTERNAL ASSISTANCE / CENTRAL ASSISTANCE 9 12.0 PHYSICAL & FINANCIAL PROGRESS OF THE PROJECT 10 13.0 PROJECT POTENTIAL 10 14.0 FINANCIAL PROGRAMME AND PROGRESS 10-11 15.0 FINANCIAL MANAGEMENT 11-12 16.0 MONITORING OF PROJECT AT STATE /PROJECT LEVEL 12 17.0 BOTTLENECKS IN IMPLEMENTATION OF PROJECT COMPONENTS 12 18.0 COMPLIANCE TO CWC OBSERVATIONS IN PREVIOUS CWC REPORT 12 19.0 OBSERVATIONS/SUGGESTIONS 12-14 20.0 POINTS NEEDING ATTENTION 14 PART–III : PHOTOGRAPHS NAME OF THE PROJECT SEGMENT VISITED PAGE. NO. ADWA-MEJA LINK CHANNEL AND ADWA BARRAGE 15-16 MEJA-JIRGO LINK CHANNEL 16-18 MEJA-KOTA LINK CHANNEL 18-19 REMODELING AND CAD WORKS 19-20 PART–IV : ANNEXURES ANNEXURE DETAILS OF ANNEXURE PAGE NO. ANNEXURE -1 BANSAGAR AGREEMENT 21-22 ANNEXURE-2 SALIENT FEATURES OF THE PROJECT 23-25 ANNEXURE-3 ORGANIZATION CHART 26 ANNEXURE-4 PHYSICAL,FINANCIAL PROGRESS DURING 2017-18 AND 27 ANNEXURE-5 TEMPLATE OF MoWR, RD & GR FOR CA CALCULATION 28 ANNEXURE-6 MINUTES OF STATE EFC MEETING 29-40 PART–V : PLATES SL. NO. DETAILS OF PLATES PLATE NO. 1. LOCATION MAP OF THE PROJECT PLATE-1 2. INDEX MAP OF THE PROJECT PLATE-2 3. T-DIAGRAM OF BANSAGAR CANAL PROJECT PLATE-3 4. PHYSICAL AND FINANCIAL PROGRAM FOR 2018-19 PLATE-4 & 5 5. LINE DIAGRAMS PLATE-6-11

PART- I EXECUTIVE SUMMARY

PMKSY/ AIBP Project First Monitoring Report 2018-19, UGBO, CWC Bansagar Canal Project

PART–I

EXECUTIVE SUMMARY

1.0 PROJECT IN BRIEF

Brief Description of the project The Bansagar Canal Project (BCP) (in UP portion) envisages utilization of water of UP share available in Bansagar Dam, constructed on river Sone in Shahdol district of Madhya Pradesh. The river originates from Amarkantak in district Shahdol, Madhya Pradesh (MP) and travels through MP, UP & Bihar and joins river Ganga near Patna in Bihar. To utilize water available in Sone Basin, an agreement between MP, UP & Bihar was arrived at in 1973 for enabling construction of Bansagar Dam in MP having a live storage of 4.39 MAF (5.41 BCM). The Bansagar Canal Project will utilize 0.78 MAF (0.96 BCM) out of UP share of 1.0 MAF (1.23 BCM) of water from Bansagar Dam to irrigate 150.132 Th. ha additional area annually in districts Allahabad and Mirzapur of UP. Brief detail and current status of main components of the project is as under: • Common Water Carrier having a length of 22.00 km from Bansagar Dam was constructed by M.P. State to carry total water requirements of MP and UP. • Common Feeder having a length of 15.24 km and 72.74 cumec capacity takes off at km 22.00 of Common Water Carrier to meet water requirements of MP and UP. • Bansagar Feeder Channel (BSFC): At the end of Common Feeder channel constructed by Madhya Pradesh, a lined feeder channel having a length of 71.494 km (including 2.047 km tunnel length) and 46.46 cumec capacity has been constructed to supply water to Uttar Pradesh. BSFC outfalls in 35.90 km long Adh Nala through which water flows to Adwa Barrage. This component is complete in all respect. • Adwa Barrage: Adwa Barrage is constructed across river Adwa in UP at about 5.0 km downstream of MP-UP boundary to divert 46.46 cumec of water from Adwa barrage to Meja Dam. This structure is complete in all respect. • Adwa-Meja Link Channel (AMLC): A 25.6 km long link channel having 46.46 cumec capacity is made to transfer water from Adwa Barrage to existing Meja reservoir. This component is complete in all respect. • Meja-Jirgo Link Channel (MJLC): A 74.13 km long MJLC is made to transfer 16.43 cumec water from Meja reservoir to the existing Jirgo reservoir. The MJLC shall also feed Baraundha Distributary, Harrai Canal System, Lower Khajuri System etc before its outfall in Jirgo reservoir. This component of the project is under progress. Though hydraulic connectivity for this link channel is complete, 15 structures are under construction and 13.307 Km lining is balance. • Meja-Kota Feeder Channel (MKFC): A 3.577 km long MKFC having 9.21 cumec capacity is made to augment existing Kota Dy., Upraundh Dy., Belwania Minor etc. Hydraulic connectivity has been made. Out of 17 structures 15 structures are complete is all respect. 2 structures are under progress and 0.800 Km lining is balance.

PMKSY/ AIBP Project First Monitoring Report 2018-19, UGBO, CWC Bansagar Canal Project 1

• Remodelling of old canals (Fed from Meja Dam): From Meja Dam, 28.32 cumec water will be released in river Belan to feed Baraundha Weir to facilitate irrigation in district Allahabad through existing Belan Main Canal, Meja Branch, Tons Pump Canal, Yamuna Pump Canal etc. Remodelling works of these canal systems were undertaken to carry additional waters from Meja Dam. Besides, remodelling of Baraundha Weir was also undertaken under AIBP. All the remodelling works have been completed. • CAD works: CAD works of the project has been completed.

• The Bansagar Canal Project will irrigate 150.132 Th. ha. additional area annually in the districts of Allahabad and Mirzapur in UP in addition to existing irrigation of 197.222 Th. ha. during Rabi season. The district-wise details of CCA and Irrigation Potential (existing and proposed) are given under Table-1:- (Unit in Th. ha)

Table-1 : District-wise details of CCA and Irrigation Potential Item Allahabad Mirzapur Total CCA 138.841 93.600 232.441 Existing Annual Irrigation 118.279 78.943 197.222 Proposed Additional Annual 74.823 75.309 150.132 Irrigation under AIBP Total Proposed Annual Irrigation 193.102 154.252 347.354 Location Map, Index Map and T-Diagram of the project are given at Plate–1, Plate–2, and Plate–3 respectively.

2.0 ORGANIZATIONAL & MANAGEMENT ASPECTS

The project is managed by the Chief Engineer (Level-I) at Allahabad is assisted by Level- II Chief Engineer viz; Chief Engineer, Bansagar Nahar Pariyojana, Allahabad. The Chief Engineer, Bansagar Nahar Pariyojana, Allahabad is being assisted by two Superintending Engineers; stationed at Mirzapur. The Chief Engineer (Level-II) and Superintending Engineers are looking after the works of this project and they are being assisted by a team of Six Executive Engineers.

3.0 PHYSICAL AND FINANCIAL PROGRESS

The cumulative physical and financial progress of the project up to April, 2018 is given in Table-2:

Amount in Rs. crore Table-2: Cumulative Physical and Financial Progress up to April, 2018 Cumulative Progress up to Revised quantity and cost Sl. 04/ 2018 Item of Work No. Physical Quantity Cost Financial Quantitative in %age 1. A-Preliminary (Job) 1 18.0291 1 100 18.0291 2. B-Land (Ha) 1173.06 17.3110 1173.06 100 19.8116 3. C-Works (Nos.) 833 1006.7096 782 94 961.3823

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4. K-Building (Nos.) 796 26.2067 691 86.8 22.8502 5. L- (i) Earth work (Lakh m3) 442.085 552.1752 384.378 86.9 550.8891 6. L-(ii) Lining (km) 231.59 806.6010 217.483 93.9 764.3884 7. L-(iii) Service Road (km) 26.71 7.2736 26.706 100 7.2736 L-(iv) A: Tunnel Lining & 8a. 2047 31.5536 2047 100 31.0540 Excavation (m) L- (iv) B: Work of Slope 8b. Stabilization on Inlet & 16805.00 20.1869 15731.00 93.6 19.1949 Outlet of Tunnel (m2) 9. M-Plantation (Job) 1 2.5414 0.78 78 1.9863 10. O-Misc (Job) 1 34.3441 1.0 100 34.7888 11. P-Maintenance (Job) 1 12.3354 0.78 78 9.5978 12. Q-Special T & P (Job) 1 1.2620 1 100 1.2620 13. R-Communication (Job) 1 8.0914 1 100 8.0914 14. U-Dy. & Minor (km) 514.50 93.5801 510 99 56.6593 V-Water Courses 15. 1508 17.0560 1508 100 17.2977 [Kulabas & Guls; in nos.] X-Environment & 16. 1 111.3507 1 100 110.8588 Ecology 17. Y-Losses 1 6.1484 0 0.00 0.0000 Total 2772.7562 - - 2600.3776 18. Share Cost to M.P. (Job) 1 469.7576 1 100 469.7576 19. Centage Charges (2017-18) - - - - 30.1496 20. Irrigation Potential (Ha.) 1,50,132 - 1,17,076 78 - Grand Total 3242.5138 - - 3118.7604  Overall Weighted Physical Progress up to 04/2018 : 94%  Financial Progress up to 04/2018 : 96.18%

4.0 ISSUES IN FOCUS

• It was intimated by the Project Authorities that budget provision of 122.00 Crores has been kept for the project against remaining 123.7534 Crores. However, no amount has been released by State to the Project this year. State Government should release the entire amount for the project immediately so as to complete the project at the earliest. • Concerted efforts needed by the project authorities to complete all the balanced works at the earliest. • Inter-State matter of sharing cost of common facilities with MP needs to be settled expeditiously for release of due share of water from Bansagar Reservoir. • Water User Associations need to be formed expeditiously. • Data on MIS platform needs to be updated regularly.

5.0 ASSESSMENT OF THE PROJECT

After visiting various ongoing works, balance works of the structures (pucca works), balance lining work in various stretches etc., it is observed that the balance works of the project can be completed by June, 2018, provided the funds are made available to the project and concerted efforts and appropriate measures are taken by the State Government. Otherwise it may get further delayed. *****

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PART- II MONITORING REPORT

PMKSY/ AIBP Project First Monitoring Report 2018-19, UGBO, CWC Bansagar Canal Project

PART–II

MONITORING REPORT

1.0 PROJECT COMPONENTS AS BEING EXECUTED

The work on the Bansagar Canal Project started in 1997-1998 after taking possession of the forest land located in Madhya Pradesh. The project was included under AIBP in year 1997-98 and is still ongoing under AIBP (PMKSY part). At present, the project is identified as Priority-II of 99 prioritized projects and with scheduled completion target of March, 2018. However, the project has slipped its timeline and is likely to be completed by June, 2018, subject to allotment of budget. The details of the project components which were executed / being executed at present under AIBP are given under Table-3:

Table-3: Project components under AIBP Sl. Name of the project Details of project component and their present status No. component A. Works executed by I&WRD, MP (cost to be shared by UP & MP) A 22.0km long Common Water Carrier, taking-off directly from Bansagar Dam and having a design discharge capacity of 185 cumec, was Common Water 1. constructed by Govt. of MP. Common Water Carrier will carry total water Carrier requirements of MP and UP. Common Water Carrier is operational now. A 15.24km long Common Feeder Channel, taking-off at 22.00km of Common Water Carrier and having a design discharge capacity of 72.74 Common Feeder 2. cumec was constructed by Govt. of MP. Common Feeder Channel will Channel carry total water requirements of MP and UP. Common Feeder Channel is operational now. B. Works executed / being executed by I&WRD, UP At the end of Common Feeder Channel, lined feeder channel named as Bansagar Feeder Channel (BSFC) having a length of 71.494 km (including 2.047 km tunnel length) and 46.46 cumec (1640 cusec) discharging capacity is constructed to supply water to Uttar Pradesh. BSFC traverses southern slope of Kaimur Range from its head to the inlet point of the Bansagar Feeder tunnel. BSFC outfalls, after passing through a 2.047 km long tunnel, in 1. Channel (BSFC) 35.90 km long Adh Nala. Hydraulic connectivity between Common Feeder Channel and Adwa Barrage through BSFC has been established. As informed by UP I&WRD, BSFC have undergone a trial run again from 19th November, 2017 during which discharge of about 200 cusec was released initially which was increased up to 350cusec. A 2.047 km long horse shoe shaped tunnel of 5.0 m equivalent diameter had been constructed at 69.447km of BSFC through which BSFC crosses 2. Tunnel the Kaimur Range. Tunnel has already been completed and also been tested. Adwa Barrage across the river Adwa (Adh Nala in MP), is located about 5.0 km downstream of MP-UP boundary and about 10 km upstream of 3. Adwa Barrage existing Adwa Dam. Water from BSFC will reach at Adwa barrage through Adh Nalla from where 46.46 cumec of water will be diverted towards Meja Dam through Adwa-Meja Link Channel.

PMKSY/ AIBP Project First Monitoring Report 2018-19, UGBO, CWC Bansagar Canal Project 4

Adwa Barrage has been constructed recently and is now ready to divert water to Meja Dam. It was also put under trial run as water released from Bansagar Dam was stored and then diverted to AMLC in May, 2017. A 25.6 km long and having 46.46 cumec (1640 cusec) capacity AMLC will supply water from Adwa Barrage to existing Meja Dam. The Channel Adwa-Meja Link 4. is lined except in cutting stretches of rocky portion where lining is Channel (AMLC) provided at bed only and not on side slopes. AMLC is complete in all respect. From Meja Dam 28.32 cumec (1000 cusec) water will pass in river Belan to feed Baraundha Weir to facilitate irrigation in district Allahabad Remodelling of old through existing Belan Main Canal, Meja Branch, Tons Pump Canal, 5. canals (Fed from Yamuna Pump Canal etc. Remodelling works in these canal systems were Meja Dam) undertaken to carry additional waters from Meja Dam. Besides, remodelling of Baraundha Weir was also undertaken under AIBP. All remodelling works have been completed. A 74.13 km long and having 16.43 cumec (580 cusec) capacity MJLC shall feed Baraundha Distributary, Meja-Kota Feeder Channel, Harri Canal System, Lower Khajuri System etc. and outfall into an existing Jirgo Meja-Jirgo Link 6. reservoir. Channel (MJLC) The MJLC is currently under advance stage of construction. Though hydraulic connectivity for this link channel is complete, 15 structures are under construction and 13.307 Km lining is balance. A 3.577 km long and having 9.21 cumec (325 cusec) capacity Meja-Kota Feeder Channel shall augment existing Kota Dy., Upraundh Dy., Belwania Meja-Kota Feeder 7. Minor etc. MKFC is under advance stage of construction. Out of 17 Channel (MKFC) structures 15 structures are complete is all respect. 2 structures are under progress and 0.800 Km lining is balance. Jirgo reservoir will further feed to Jirgo Feeder Channel of 12.88 km Remodelling of old length and having 6.2 cumec capacity to provide irrigation in district 8. canals (Fed from Jirgo Mirzapur. Remodelling works in the canal system of Jirgo Feeder Channel Dam) were undertaken to carry additional waters from Jirgo reservoir. 869 nos. of Kulabas (outlets) and 639 nos. Guls (pucca channels) were to V-Water Courses be constructed under “V-Water Courses” and its cost is covered in the cost 9. (CAD Works) of works under AIBP. As on 31.01.2018, all works under “V-water courses” have been reported to be completed.

2.0 CHANGE IN SCOPE, IF ANY

As reported by the Project Authorities, there is no change in scope of the project as approved by CWC in 2010 and works are being executed accordingly.

3.0 COST REVISIONS AND LATEST ESTIMATED COST

The cost of the project has been revised from time to time. The year-wise cost revisions of the project are as under:

Table-4: Cost Revisions of the Project Revised Cost Sl. Year of cost Price (in Rs. Remarks No. Revision Level Crore) The project was first approved by the TAC on Irrigation, 1989- 1. 1993-94 330.19 Flood Control & Multipurpose Projects of the MoWR on 90 27.01.1994 2. 2003 955.06 2001 1st cost revision of the project was accepted in the 80th

PMKSY/ AIBP Project First Monitoring Report 2018-19, UGBO, CWC Bansagar Canal Project 5

Meeting of the TAC on Irrigation, Flood Control & Multipurpose Projects of the MoWR held on 07.02.2003. 2nd cost revision was accepted in 90th meeting of TAC on 3. 2007 2058.01 2006 Irrigation, Flood Control & Multipurpose Projects of the MoWR held on 26.09.2007. 3rd cost revision was accepted in 106th meeting of TAC held on 16.09.2010. The Investment Clearance to the 2008- 4. 2010 3148.91 project was issued by the Planning Commission on 09 05.12.2010 for Rs. 3148.91 crores. The revised project estimate has a provision of Rs. 2842.82 crore on works UP I&WRD informed that State EFC in its meeting held on 29.11.2017 (Minutes of the Meeting enclosed as 5. 2016 3430.40 2015 Annexure-6) accorded its approval to the revised cost of the project at Rs. 3430.40 crore (PL 2015) of which cost of works is Rs. 3242.5138 crore.

4.0 TECHNO-ECONOMIC APPRAISAL OF THE PROJECT

The project was found acceptable by Central Water Commission in 106th meeting of TAC held on 16.09.2010. The Investment Clearance to the project was issued by the Planning Commission on 05.12.2010 for Rs. 3148.91 crores. State EFC in its meeting held on 29.11.2017 accorded approval to the revised cost of the project at Rs. 3430.40 crore (PL 2015) of which cost of works is Rs. 3242.5138 crore. Minutes of the Meeting is enclosed as Annexure-6. After the latest cost revision, there is an escalation of about 14% from earlier approved cost on works. Since, cost escalation is less than 20%, therefore, no separate Fast Track Proforma Clearance is required by CWC and approval to the revised cost from the State EFC is sufficient.

5.0 ORGANIZATIONAL SET UP FOR THE PROJECT

6.0 CONTRACTUAL ARRANGEMENT

The UP I&WRD has formed its own bylaws for delegation of powers to officers as per their hierarchy. The existing rules and regulations framed by Irrigation Department for contractual works, arbitration procedure, settlement of claims etc. are applicable in this project. The contracts for execution of works are governed by applicable GFRs, Irrigation Manual of Orders, I.D. Forms 111 & 112 and detailed I.D. Specifications. For any special conditions of contracts, prior approval of the Government is necessary.

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The Chief Engineer, Superintending Engineer, Executive Engineer and Assistant Engineer exercise their financial powers for accepting tenders. They have been delegated with the following financial powers in this regard as indicated in Table 5.

Table 5: Financial Powers for accepting Tenders Sl. No. Designation Financial Powers 1. Assistant Engineer Up to Rs 2.00 lakh 2. Executive Engineer Up to Rs. 40.00 lakh Full powers, (for tenders costing above Rs. 1.0 crore, 3. Superintending Engineer Chief Engineer’s approval is required) 4. Chief Engineer Full powers

7.0 QUALITY ASSESSMENT

A Quality Control Division at Allahabad is functional under the Superintending Engineer, Bansagar Nahar Nirman Mandal-1, Mirzapur. Two laboratories i.e. one at Allahabad and another at Mirzapur are operational. Further, one field laboratory at Adwa is also operational.

8.0 LAND ACQUISITION, RESETTLEMENT & REHABILITATION

8.1 Land acquisition: Land required for various segments of the project has been acquired. Segment-wise break-up of land and its acquisition as on 31.01.2018 are given in Table 6. Land in ha. Table 6: Details of land required, land acquired and balance land S. No. Project segment Type of Land Land required Land acquired Balance Land Private & Other 124.83 124.83 Nil Bansagar Feeder 1. Forest 410.28 410.28 Nil Channel (U.P. portion) Total (1) 535.11 535.11 Nil Private & Other 38.094 38.094 Nil 2. Adwa Barrage Forest 83.23 83.23 Nil Total (2) 121.324 121.324 Nil Private & Other 56.20 56.20 Nil Adwa-Meja Link 3. Forest 71.97 71.97 Nil Channel Total (3) 128.17 128.17 Nil Private & Other 248.70 248.70 Nil Meja-Jirgo Link 4. Forest 108.82 108.82 Nil Channel Total (4) 357.52 357.52 Nil Private & Other 17.095 17.095 Nil Meja-Kota Feeder 5. Forest Nil Nil Nil Channel Total (5) 17.095 17.095 Nil Private & Other 13.838 13.838 Nil Construction of New 6. Forest Nil Nil Nil canals Total (6) 13.838 13.838 Nil Total (1+2+3+4+5+6) 1173.057 1173.057 NIL

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8.2 Rehabilitation & Resettlement

No R&R issue is involved in the project.

9.0 ENVIRONMENT AND FOREST CLEARANCE

MoEF has accorded environmental clearance as per the provision of Environment Impact Assessment (EIA) Notification 1994, subject to the strict compliance of the terms and conditions as mentioned in MoEF letter dated 19.05.2003.

Forest Clearance: There is no bottleneck on account of Forest Clearance. Forest land of 77.36 ha lies under the submergence of Adwa barrage. As informed by UP I&WRD, formal handing over of this forest land to UP I&WRD remains and all the formalities have already been completed by UP I&WRD.

10.0 PROPOSAL UNDER AIBP

Physical quantities of AIBP components and their estimated cost as approved in 2010 and as revised in 2017 are presented in Table-7 below:

Table-7: Physical and Financial details as approved in 2010 and as revised in 2017

Quantity as Cost (in Rs. Crore) as Item of Work Unit Approved Approved Revised in Revised in 2017 in 2010 in 2010 2017 A- Preliminary Job 1 1 17.9082 18.0291

B-Land ha 1347.68 1347.68 8.3995 17.311 C-Works Nos. 833 833 853.7 1006.7096 K- Building Nos. 796 796 25.895 26.2067 L- (i) Earth Work Lakh m3 442.085 442.09 595.2284 552.1752 L- (ii) Lining Km 224.81 231.587 552.3388 806.6010 L- (iii) Service road km 180.29 183.29 49.2719 7.2736 L- (iv) A: Tunnel lining m 2047 2047 31.5536 31.5536 & excavation L- (iv) B:Work of slope stabilization in inlet & outlet m2 12225 29468.929 5.2806 20.1869 of tunnel Cons. Of painted road on m 1000 - 0.2683 - inlet & outlet of to tunnel

M- Plantation job 1 1 4.6133 2.5414 O-Misc. work job 1 1 38.5512 34.3441 P-Maintenance job 1 1 13.2845 12.3354 Q-Special T&P job 1 1 1.6912 1.2620 R-Communication Km 1 1 17.9171 8.0914 U-Dy. & Minors km 1 (job) 665.25 32.93 93.5801 V-Water course Nos. 953 1508 11.9971 17.0560 (Kulabas + Guls) X-Environment job 1 1 121.877 111.3507 Y-Losses job 1 1 2.0855 6.1484 Total 2384.7912 2772.7562 Share cost of MP dam job 1 1 458.03 469.7576 Grand Total 2842.8200 3242.5138 Irrigation Potential Th. Ha. 150.132 150.132 - -

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11.0 EXTERNAL ASSISTANCE / CENTRAL ASSISTANCE

At present, the project is not receiving any External Assistance other than Central Assistance under AIBP (PMKSY). The project is receiving Central Assistance since 1997-98 and is still ongoing under AIBP (PMKSY part). Year-wise releases of Central Loan Assistance (CLA) / Central Assistance (CA) are given as under: (Rs. In crore) Table-8: Year-wise releases of CLA / CA Central Loan Assistance / Central Assistance Year Loan Grant Total 1997-98 10.0000 - 10.0000 1998-99 16.5000 - 16.5000 1999-2000 38.0000 - 38.0000 2000-01 16.3600 - 16.3600 2001-02 27.2500 - 27.2500 2002-03 49.5500 - 49.5500 2003-04 40.8650 - 40.8650 2004-05 21.2730 9.1170 30.3900 2005-06 - 32.1000 32.1000 2006-07 - 41.3665 41.3665 2007-08 - 37.8967 37.8967 2008-09 - 117.8820 117.8820 2009-10 - 94.9670 94.9670 2010-11 - 134.8270 134.8270 2011-12 - - - 2012-13 - 76.6575 76.6575 2013-14 - - - 2014-15 - 47.9175 47.9175 2015-16 - 55.0400 55.0400 2016-17 - 64.6370 64.6370 2017-18 - 63.3606 63.3606 Total 219.7980 775.7688 995.5668 As per the decisions taken by the Cabinet on prioritized projects, cost escalation up to only 20% on approved cost (AIBP component) of project as on March, 2012 is to be allowed for calculating Central Assistance and the cost escalation above 20% is to be borne by the concerned State Government.

Accordingly, approved revised cost of works i.e. Rs. 3242.52 crore has been taken into consideration for calculating Central Share to the project. As per the CA calculation sheet (Annexure-5; page 1 of 2), total admissible Central Assistance as on 01.04.2017 comes out to be Rs. 83.2034 crores. However, Central Assistance amounting to Rs. 63.3606 crore was released by MoWR, RD&GR during 2017-18. Balanced Central Assistance for the year 2018-19 is 19.8428 Crores.

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12.0 PHYSICAL & FINANCIAL PROGRESS OF THE PROJECT

The cumulative physical and financial progress of the project up to the period ending April, 2018 is given in Table-2 under Part-I (Executive Summary) of the report. Item- wise physical and financial progress up to 03/2018 and during FY 2017-18 as furnished by the UP I&WRD is given in Annexure-4.

 Overall Weighted Physical Progress up to 04/2018 : 94.00%

 Financial Progress up to 04/2018 : 96.18%

13.0 PROJECT POTENTIAL

13.1 Year-wise Potential creation Total Irrigation Potential (IP) proposed to be created under AIBP is 1,50,132 ha. The Year-wise Irrigation Potential created in the project up to 04/2018 under AIBP is as given under Table-10:

Table-10: Year Wise Irrigation Potential Creation Year Irrigation Potential Created (Ha.) Up to 2012-13 0 2013-14 50,000 2014-15 0 2015-16 0 2016-17 50,000 2017-18 (up to March, 2018) 49132 Total 1,49,132 Out of 1,49,132 ha of IP created so far, I.P. of 11,101 ha has been utilized up to 31.03.2018.

13.2 DISTRICT-WISE IRRIGATION POTENTIAL

Table-11: District-wise Irrigation Potential

Sl. Districts Ultimate Potential in the Ultimate Potential No. Benefitted district (Ha.) created (Ha.) 1. Allahabad 74,823 74,823 2. Mirzapur 75,309 74,309

14.0 FINANCIAL PROGRAMME AND PROGRESS

14.1 At present, the project is under Priority-II of 99 prioritized projects and scheduled to be completed by March, 2018. As on 01.04.2018, balance cost of the project based on revised cost is Rs. 123.7534 crore [3242.5138 (-) 3118.7604]. Thus, all the balance works amounting are proposed to be completed during first quarter of current fiscal. Item-wise financial progress up to 04/2018 has been indicated in Annexure-4.

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14.2 YEAR-WISE EXPENDITURE

The Year wise expenditure incurred in the project after inclusion of the project under AIBP is as under:

Table-12: Year Wise Expenditure

Year Expenditure (Rs. in crore) Till 1996-97 109.0939 1997-1998 60.2400 1998-1999 44.2000 1999-2000 30.7200 2000-01 68.7072 2001-02 52.6037 2002-03 52.6298 2003-04 60.0987 2004-05 53.2115 2005-06 160.5722 2006-07 246.3498 2007-08 276.0564 2008-09 368.3620 2009-10 240.0675 2010-11 110.4000 2011-12 275.0000 2012-13 137.4225 2013-14 134.0000 2014-15 165.1900 2015-16 110.0000 2016-17 197.0000 2017-18 166.8352 2018-19 (Till date) 0 Total 3118.7604 Balanced cost of the project is 123.7534 crores. A budget Provision of Rs. 122.00 crore has been made by the State Government for Bansagar Canal Project for FY 2018-19.

15.0 FINANCIAL MANAGEMENT

Table-12: Financial Management (i) Are the plan funds as provided in the annual plans being No. (General trend) matched by budget grants? (ii) Are budget grants as approved being received in the project No. (General trend) well in time? (iii) Does a system of issuing letter of credit exist? If so at what No. (General trend) periodicity? Is the distribution of annual budget within the year adjusted to the work plan? Are LOCs being received timely?

PMKSY/ AIBP Project First Monitoring Report 2018-19, UGBO, CWC Bansagar Canal Project 11

(iv) After considering the level of financing, the balance cost The project may be completed and the likely escalation of cost, what approximate period by June, 2018, if concerted in your opinion will be required to complete the project? efforts and appropriate measures are taken by the State Government.

16.0 MONITORING OF PROJECT AT STATE /PROJECT LEVEL

At State level, there is a Chief Engineer (Monitoring) under control of Engineer-in-Chief with a monitoring organization in the Irrigation & Water Resources Department. The Chief Engineer (Monitoring) is supported by Superintending Engineers, Executive Engineers and Assistant Engineers. They exclusively monitor the progress of Irrigation Projects. At project level, Chief Engineer (Bansagar), I&WRD, Allahabad monitors the progress of the project.

17.0 BOTTLENECKS IN IMPLEMENTATION OF PROJECT COMPONENTS UNDER AIBP

As of now, there is no major bottleneck in implementation of project components except timely release of funds by the State Government to the project.

18.0 COMPLIANCE REPORT TO CWC OBSERVATIONS CONTAINED IN EARLIER CWC REPORT

Last monitoring visit of the project was undertaken by the officers of CWC, Lucknow during 26th to 28th December 2017. Compliance to the observations raised during the said monitoring visit of the project is still pending and need to be expedited by the project authorities.

19.0 OBSERVATIONS/SUGGESTIONS

19.1 Sites visited during Monitoring visit

A team of CWC officers visited the Bansagar Canal Project from 7th to 9th May, 2018 during which the following components of the project were visited. i. Adwa Barrage ii. Adwa-Meja Link Channel iii. Meja-Jirgo Link Channel iv. Meja-Kota Feeder Channel v. CAD works on different canals Photographs of the various stretches and structures along with their geographical co- ordinates are appended in Part-III: Photographs section of this report.

19.2 Points observed during the visit and suggestions

Based on the monitoring visit to the project and information furnished by UP I&WRD the Observations of the visiting team are as under:

PMKSY/ AIBP Project First Monitoring Report 2018-19, UGBO, CWC Bansagar Canal Project 12

A. Construction of Adwa-Meja Link Channel

1. Adwa-Meja Link Channel was hydraulically connected and all structures as well as lining were completed. However, high embankments in filling reaches between 22.500km to about 24.00km (appx 1.5 Km) are not protected. Appropriate measures like stone pitching, turfing etc needs to taken by UP I&WRD for its protection. Further, if required, UP I&WRD may approach Design & Research Wing of CWC, New Delhi to seek technical assistance in this regard. 2. UP I&WRD informed that there is total fall of 27.00m in about 3.0km long reach from 25.600km (start of structure i.e. Fall cum Energy dissipater) to 28.600km (till the tail of natural drain connected to Meja reservoir). In view of this, it is suggested that a pre- feasibility report may be prepared to explore the possibility of power generation by utilizing that natural fall. Accordingly, UP I&WRD may explore possibility to establish a mini hydropower unit at the tail portion of Adwa-Meja Link Channel. 3. Along the course of channel to transfer water from Adwa barrage to Meja Dam, it was observed that many drains, crossing the channel, which were used to provide water to agricultural lands at both sides of these drains have been impacted. If the provision of supplying water to these channels could be made, the benefit of irrigation can be extended to those farmers also who are totally dependent on these drains for water supply.

B. Construction of Meja-Jirgo Link Channel

1. Channel lining was seen to be damaged at 64.500km due to raincuts. Necessary measures may be taken for safety of lining. 2. 15 structures and lining work of 13.7 Km in various stretches were seen to be in incomplete. In some stretches work was under progress, however, some of the structures were left abandoned. State Government needs to direct the contractor to deploy adequate manpower and equipments at all the ongoing construction sites so as to complete balance works at the earliest. 3. Some of the VRBs i.e. VRB at 59.36 Km and VRB at 43.855 Km where little progress was seen were abandoned and no work was going on. UP I&WRD need to expedite completion of these structures. 4. Balance works of the Escape Channel at 9.950 Km need to be expedited.

C. Construction of Meja-Kota Feeder Channel

1. Hydraulic connectivity of this channel has been made. Construction of remaining 2 structures and 0.800 Km balanced lining need to be expedited and completed at the earliest.

D. Construction of V-Water Courses (CAD Works)

During the visit, CAD works of Rampur Dy, Sikti Minor of Rampur Dy and Auta DY were also seen. It was appraised by the officials of UPI&WD that all the CAD works included in the project have been completed.

PMKSY/ AIBP Project First Monitoring Report 2018-19, UGBO, CWC Bansagar Canal Project 13

E. Formation of Water User Associations

Process of formation of Water User Associations (WUAs) and their registration need to be expedited up so that the WUAs become functional and the command which has already been created under the project may be handed over to the respective WUAs. Capacity building of WUAs also need to be taken.

20.0 POINTS NEEDING ATTENTION

 Priority for completing balance works: Utmost Priority need to be given to complete balance structures as well as balanced lining in Meja-Jirgo Link Channel and Meja-Kota Feeder Channel

 Release of State Share: Though budget provision of 122 Crore has been kept, no release has been made to the project till date and work is suffering due to scarcity of funds. State share needs to be released by the State Government immediately. Proposal for availing Central Assistance may also be submitted at the earliest.

 Inter-State Matter: Inter-State issues of sharing cost of common facilities with MP and Bihar needs to be settled expeditiously for release of due share of water from Bansagar Reservoir.

 Hydro-power generation: Possibility of Hydro-power generation need to be explored in the Adwa-Meja Link Channel.

 Water User Associations: Water User Associations need to be formed expeditiously.

 Data feeding on MIS: Data on MIS platform needs to be updated regularly. UP I&WRD needs to boost up the updating of data on MIS and complete it at the earliest.

 SACADA: As project involves linking and integration of many components, it is suggested to develop an appropriate real time flow monitoring and management system.

*******

PMKSY/ AIBP Project First Monitoring Report 2018-19, UGBO, CWC Bansagar Canal Project 14

PART- III PHOTOGRAPHS

PMKSY/ AIBP Project First Monitoring Report 2018-19, UGBO, CWC Bansagar Canal Project

GEO-TAGGED PHOTOGRAPHS

Head regulator of Adwa-Meja Link Channel at Latitude: 24⁰40.587′ Adwa Barrage Longitude: 82⁰17.883′

Adwa Barrage Latitude: 24⁰40.587′ Longitude: 82⁰17.883′

PMKSY/ AIBP Project First Monitoring Report 2018-19, UGBO, CWC Bansagar Canal Project 15

Tail end of Adwa-Meja Link Channel at 25.6 Km Latitude: 24⁰49.149′ Longitude: 82⁰25.835′

Canal crossing cum VRB under construction at 73.8 Latitude: 24⁰59.780′ Km of Meja-Jirgo Link Channel Longitude: 82⁰46.752′

PMKSY/ AIBP Project First Monitoring Report 2018-19, UGBO, CWC Bansagar Canal Project 16

VRB under construction at 59.365 Km of Meja-Jirgo Latitude: 25⁰00.142′ Link Channel Longitude: 82⁰41.944′

Canal lining under construction at 50.900 Km of Latitude: 25⁰01.193′ Meja-Jirgo Link Channel Longitude: 82⁰38.229′

PMKSY/ AIBP Project First Monitoring Report 2018-19, UGBO, CWC Bansagar Canal Project 17

VRB under construction at 43.855 Km of Meja- Latitude: 25⁰00.732′ Jirgo Link Channel Longitude: 82⁰34.307′

Gul crossing under construction at 0.600 Km of Latitude: 24⁰57.990′ Meja-Kota Feeder Channel Longitude: 82⁰21.117′

PMKSY/ AIBP Project First Monitoring Report 2018-19, UGBO, CWC Bansagar Canal Project 18

Canal Lining under construction at 1.360 Km of Latitude: 24⁰58.238′ Meja-Kota Feeder Channel Longitude: 82⁰20.742′

Head Regulator at Sikati Minor of Rampur Dy Latitude: 25⁰14.665′ Longitude: 82⁰07.691′

PMKSY/ AIBP Project First Monitoring Report 2018-19, UGBO, CWC Bansagar Canal Project 19

Gul constructed on Rampur Dy Latitude: 25⁰14.804′ Longitude: 82⁰07.799′

PMKSY/ AIBP Project First Monitoring Report 2018-19, UGBO, CWC Bansagar Canal Project 20

PART- IV ANNEXURES

PMKSY/ AIBP Project First Monitoring Report 2018-19, UGBO, CWC Bansagar Canal Project

Annexure-1

Bansagar Agreement| Bansagar Control Board

Agreement of Bansagar Project Bansagar project serves some of the worst drought areas and therefore, requires implementation immediately so that the recurring damage due to famine and scarcity conditions may cease. In Bansagar Project, storage of 2 M.A.F. would be for the use of Madhya Pradesh. They may utilize water up to a total of 2.0 M.A.F. at this site for irrigation, both present and future. Madhya Pradesh will also use 1.0 M.A.F. in the areas upstream of Bansagar for Irrigation. Madhya Pradesh will also use 2.25 M.A.F. for Irrigation in the areas of Sone Basin in their State down stream of Bansagar dam. Madhya Pradesh can develop power at the foot of Bansagar dam and in the lower reaches of the Sone in their territory. They can also generate power at Chachai Falls making use of the diverted waters, which are intended, eventually for irrigation. In Bansagar Project, storage of 1.0 M.A.F. will be for Uttar Pradesh. Uttar Pradesh will use 1.25 M.A.F. of Sone Waters for irrigation, out of which 0.25 M.A.F. would be from Kanhar river and up to 1.0 M.A.F. from the Bansagar Dam and by lifting from Sone river down stream of Bansagar. The Government of U.P. will decide the relative proportions of the use of this later 1.0 M.A.F. In Bansagar Project, storage of 1.0 M.A.F. will be for Bihar. The allocation of water from Sone river agreed to would be for Bihar 7.75 M.A.F., while it is 5.25 M.A.F for Madhya Pradesh and 1.25 M.A.F. for Uttar Pradesh. Bihar's irrigation requirements are accepted as 8.00 M.A.F. Therefore, about 0.25 M.A.F. will be supplemented by pumping from the Ganga Project in the Sone basin depending on the availability of 8.00 M.A.F. sanctioned for Bihar. The cost of Bansagar including cost of rehabilitation will be shared approximately in proportion to the water at the site to be utilized by the three States i.e. 2:1:1 i.e. 50%, 25% and 25%. Rules for regulation of filling and use of Bansagar Reservoir will be drawn up by a committee consisting of Chairman, Central Water and Power Commission, and Chief Engineer of Irrigation of the three States. If the annual flow in the river is less or more than 14.25 M.A.F. there will be prorata cut or increase in the use of Sone Waters by the three States in proportion to the allocation for the various States as above, after deducting requirements of old irrigation under the Sone barrage, assessed at 5 M.A.F. which will receive water as a priority. The proportion of cut or increase would, therefore, be 5.25: 2.75: 1.25 for Madhya Pradesh, Bihar and Uttar Pradesh respectively. In planning the National Water Grid, priority will be given for irrigating the scarcity areas of Sone River basin. As the hydrology of the river Sone and its tributaries is not well established and as Ganga waters are abundantly available for utilization by lift, the three States agree that the Government of India may set up a special River Commission for study of Sone river and draw up a comprehensive plan

21 Annexure-1 for the region, taking into account any readjustment in the useofwaters considered necessary by the States. These studies maybemade available in 5to 10years. Based onthese studies, further planning ofirrigation & other benefits to the region will beundertaken after discussions and agreement between the States. Thisagreement will not beaprecedent for any other InterState riverbasin disputes.

Abdul Gafoor Ch ief Minister Bih ar P.C.Sethi Ch ief Minister Madhya Pradesh Akbar Ali khan Governor Uttar Pradesh New Delhi Dated the 16th September, 1973.

22 Annexure-2

BANSAGAR CANAL PROJECT, UTTAR PRADESH

SALIENT FEATURES

Main Dam :-

1 Location of Dam Dist. Shahdol in M.P.

2 Source of Supply River Sone

3 Catchment Area 18648 Sq. KM.

4 Masonry Dam 670.000 M. long

(i) Maximum height 67.500 M.

(ii) Top of Dam 347.000 M.

(iii) F.R.L. of Dam 341.649 M.

(iv) Crest level 326.400 M.

(v) M.D.D. Level 323.100 M.

Rock fill Dam on either side of 161 M. on the left flank 5 masonry Dam 189 M. on the right flank

6 Saddle Dams 6 Nos. Kuteshwar lime stone protection 7 scheme One No. 8 Cost of Dam (Including cost of land acquisition and rehabilitation charges i.e. Rs. 818.00 Crores) Rs. 1235.97 Crores 9 Total live storage 4.39 MAF (5417.26 M. Cum)

10 Water from Dam 4.0 MAF (4933.92 M. Cum)

11 U.P. share of water 1.0 MAF (1234.00 M. Cum) Diversion of water of Bansagar 12 0.70 MAF feeder channel. 13 Reservoir evaporation losses 0.08 MAF

Page-1 23 Annexure-2

Bansagar Feeder Channel :- At KM. 15.24 of common feeder (Sinhaval Canal) near 1 Head Regulator village Kuria Distt. Sidhi (M.P.) 2 Head Discharge 46.46 Cumec. 1st Oct. to 28th May (240 3 Running Period Days) 4 Length of feeder :

(a) Bansagar Feeder Channel. 68.675 KM.

Tunnel 2.047 KM.

Tail Channel 0.772 KM.

Total :- 71.494 KM.

(b) Adwa-Meja Link Channel 25.600 KM.

(D) Meja Kota Feeder Channel 3.577 KM.

Total :- 171.801 KM.

Length of Lined feeder channel 171.801 KM.

Length of other lined channel of

(i) Sirsi Baraundha Feeder 14.685 KM.

(ii) Baraundha Dy. 4.20 KM.

(iii) Bhaipur Minor 5.00 KM.

(iv) Jirgo feeder 12.80KM.

(v) Meja branch 6.00 KM.

(vi) Belan Canal 14.873 KM. Total :- 57.558 KM. Bansagar Feeder Channel Longitudinal Slope 17.50 CM/KM. Bed width 5.00 M. Water depth 3.70 M. Rugosity coefficient (N) 0.018

5 Irrigation

Page-2 24 Annexure-2

(i) Total Proposed Area (a) Rabi 192512 Hect. (b) Kharif 154842 Hect. Total Proposed Additional Annual (ii) District wise Proposed Area Annual Irrigation Irrigation C.C.A. (Hect.) Hect. Hect. (a) Mirzapur 93600 154252 75309 (b) Allahabad 138841 193102 74823 Total = 232441 347354 150132 6 Distribution System :- (i) Name of System Existing system of Belan canal, Tones pump canals, Yamuna Pump canal, Adwa Sukhara canal system, Baraundha Dy. system, Harrai canal system, Lower Khajuri, Jirgo and Garai system, Khutaha Mr., Bhaipur Mr., Raghunathpur Mr., Bharewal Mr. (Remodeling 510 KM.) (ii) Length of New Channels (a) Main Canals 171.801 KM. (b) Dys. and Minors 4.50 KM. (iii) Total area of remodeling of 57493 Hectare channel (iv) Total area of New Channels 3239 Hectare 7 Total cost of Project 3420.24 Crore 8 Annual working Expenses 2736.71 Lacs. 9 Gross Revenue 620.18 Lacs. 10 Net Revenue -2116.53 Lacs. 11 Revenue Return -0.619% 12 Benefits : (i) Additional Yield in M.T/Value in 5.54 Lac. M.T/ 597.22 Crore Crore Rs. 13 Benefit Cost Ratio 1.200 14 Cost of Irrigation per Hectare 227815.39/Hect.

Page-3 25 Annexure-3 Organization Chart

Chief Engineer Vindhyachal Hqs, Allahabad

Chief Engineer (Level-II) Bansagar Canal Project,

Allahabad

SE, BSNNM-1, SE, BSNNM-2, Mirzapur Mirzapur

1. EE, BSNNK -1, Allahabad 1. EE, BSNNK-5, Mirzapur 2. EE, Gun Niyantran Khand, Allahabad 2. EE, BSNNK-7, Mirzapur 3. EE, BSNNK-8, Mirzapur 4. EE, BSNNK-10, Mirzapur

PMKSY/ AIBP Project First Monitoring Report 2018-19, UGBO, CWC Bansagar Canal Project 26

Annexure-4 Physical & Financial Progress of Bansagar Canal Project (under AIBP) up to April, 2018 Amount in Rs. crore Physical Progress (AIBP component) Financial Progress (AIBP component) Revised Sl. Item of work Unit Estimated During 2018-19 Cumulative up to During 2018-19 Cumulative up to No. up to 03/2018 Revised Cost up to 03/2018 Quantities (up to 04/2018) 04/2018 (up to 04/2018) 04/2018

1 2 3 5 6 7 8 10 11 12 13 1 A- Preliminary Job 1 1 0.00 1 18.0291 18.0291 0.0000 18.0291 2 B-Land ha 1173.06 1166.38 0 1166.38 17.311 19.8116 0.0000 19.8116 3 C-Works Nos. 833 792 0 792 1006.7096 974.9698 0.0000 974.9698 4 K- Building Nos. 796 691 0 691 26.2067 22.8502 0.0000 22.8502 5 L- (i) Earth Work Lakh m3 442.09 384.378 0 384.378 552.1752 550.8891 0.0000 550.8891 6 L- (ii) Lining Km 231.59 217.483 0 217.483 806.601 764.3884 0.0000 764.3884 7 L- (iii) Service road km 26.71 26.706 0 26.706 7.2736 7.2736 0.0000 7.2736

8a L- (iv) A: Tunnel lining & excavation m 2047 2047 0.00 2047 31.5536 31.054 0.0000 31.0540

L- (iv) B: Work of Slope 8b Stabilization on Inlet & Outlet of m2 16805 15731 0.000 15731 20.1869 19.1949 0.0000 19.1949 Tunnel 9 M-Plantation job 1 0.78 0.00 0.78 2.5414 1.9863 0.0000 1.9863 10 O- Misc. Work job 1 0.99 0.02 1.00 34.3441 34.7888 0.0000 34.7888 11 P-Maintenance job 1 0.78 0 0.78 12.3354 9.5978 0.0000 9.5978 12 Q-Special T & P job 1 1 0 1 1.262 1.262 0.0000 1.2620 13 R-Communication Km 1 1 0 1 8.0914 8.0914 0.0000 8.0914 14 U-Dy. & Minor km 514.50 510.00 0 510 93.5801 56.6593 0.0000 56.6593 V-Water Courses 15 Nos. 1508 1508 0 1508 17.056 17.2977 0.0000 17.2977 (kulabas + guls)

16 X-Environment & Ecology job 1 1 0 1.00 111.3507 110.8588 0.0000 110.8588 17 Y-Losses job 1 0 0 0 6.1484 0 0.0000 0.0000

Total 2772.7562 2649.0028 0.0000 2649.0028 18 Share Cost to M.P. job 1 1 0 1 469.7576 469.7576 0.0000 469.7576

19 Centage Charges (2017-18) ------0 0.0000 0.0000

20 Irrigation Potential Ha. 150132 100000 49132 149132 - - - -

Grand Total 3242.5138 3118.7604 0.0000 3118.7604

27 Annexure-5

Computation of Central Assistance Name of the project : Bansagar Canal Project (Priority-II project under PMKSY) Remarks

1 Approved cost of project as available on 01.04.2012 (A) 2842.8217 - As per CA proposal, revised cost of the whole project is Rs. 2 Present latest estimated cost of the project on works [B] 3242.5200 3430.40 crore of which cost of works is Rs. 3242.52 crore.

Eligible cost of project to be funded through CA as on 01.04.2012 3 3242.5200 - (allowing 20% escalation on approved cost as on 01.04.2012) [C] 4 Expenditure as on 01.04.2012 (D) 2208.3127 - Balance cost to be provided CA as on 01.04.2012 5 1034.2073 - [E=C-D] Eligible CA as on 01.04.2012 6 [F=E*funding factor for CA as applicable as on 01.04.2012 i.e. 371.3528 - 0.35907] 7 Unutilized CA as on 01.4.2012, if any (F1) 5.1992 14.4795 cr x 0.35907 = 5.1992

8 CA released between 01.04.2012 to 31.03.2013 (F2) 76.6575

Balance CA to be provided after 01.04.2013 as per earlier funding 9 289.4962 pattern [F3=F-F1-F2] 10 Unspent CA as on 01.4.2013 (F4) 27.3132 (90.546 x 0.35907)-5.1992 = 27.3131

Balance CA to be provided after 01.04.2013 as per revised funding Modified Guidelines for AIBP pattern were effective from October, 11 267.2885 2013. But for calculation purpose, [F5= F3*New factor i.e. 0.3339 (as on 01.4.2013)/old factor i.e. New factor as on 01.04.2013 has 0.35907 (as on 01.4.2012)-{F4-F4*New factor/Old factor}] been considered as 0.3339.

12 CA released between 01.04.2013 to 31.03.2015 (G) 47.9175 Please refer Page 2 of this Annexure. Balance CA to be provided after 01.04.2015 as per earlier funding 13 219.3710 - pattern [H=F5-G] 14 Unspent CA as on 01.4.2015 (H1) 0 - Balance CA to be provided after 01.04.2015 as per revised funding PMKSY Guidelines were effective from October, 2015. But pattern for calculation purpose, New 15 [I= H (In case funding factor not changed w.e.f. 01.4.2015) OR 202.8804 factor as on 01.04.2015 has been I=H*New factor i.e. 0.3088 (as on 01.4.2015) /old factor i.e. considered as 0.3088. [(0.1678 x 0.60) + (0.8322 x 0.25)]= 0.3339 (as on 01.4.2013)-{H1-H1*New factor/Old factor}] 0.3088 16 CA released during 2015-16 (J) 55.0400 - Balance CA to be released as on 01.04.2016 17 147.8404 - [K** =I-J] 18 CA released during 2016-17 (L) 64.6370 - Balance CA to be released as on 01.04.2017 19 83.2034 - [M =K-L] CA release during 2017-18 63.3606 Balace CA for 2018-19 19.8428

[** CA so calculated would be restricted to balance cost of project (as on 01.4.2016 i.e. B - expenditure till 03/2016) in case balance cost is less than balance CA so calculated (as on 01.04.2016]

28 29 Annexure-6

29 30 Annexure-6

30 31 Annexure-6

31 32 Annexure-6

32 33 Annexure-6

33 34 Annexure-6

34 35 Annexure-6

35 36 Annexure-6

36 37 Annexure-6

37 38 Annexure-6

38 39 Annexure-6

39 40 Annexure-6

PART- V PLATES

PMKSY/ AIBP Project First Monitoring Report 2018-19, UGBO, CWC Bansagar Canal Project

Plate-2 PLATE-3

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BANSAGAR CANAL PROJECT, ALLAHABAD LINE DIAGRAMME OF BAN SAGAR FEEDER CHANNEL FROM KM. 0.000 TO KM. 71.494

Month 05/2016

.00

20.00 21.00 22.00 23.00 24.00 25.00 26.00 27.00 28.00 29.00 30.00 31.00 32.00 33.00 34.00 35.00 36.00 37.00 38.00 39.00 62.00 65.00 66.00 68.00 69.00 70.00 63.00 64.00 67.00 71.494 60.00 61.00 0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 39.950 41.00 43.00 44.00 47.00 48.00 53 54.000 57.00 58.00 42.00 45.00 46.00 49.00 50.00 51.00 52.00 55.000 59.00 56.00 KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. 71.494 EARTH WORK

ing ing

ing i ing ing ing ing

ing ing ing ing - - ing ------ing ing ing ing ing ing - - - - -

------

53.340

53.815

ROUGH)

53.040 -

(TROUGH)

45.128 44.125

46.615

V.R.B. - Fall Tell - 44.900 -

67.912

TROUGH) - - 2 45.965 52.106

- 1 ainage X

55.450 54.915

56.340 56.690 60.759 e 51.330 49.620 66.410 43.210 50.685 61.800 . 54.765 - 55.990 55.990 52.427 ------48.765 - - - .722

- - 00 ( 47.625 42.110 B. - . 59.215 68.125 - 58.290 59.525 -

0 63.745 64.060

21.850 57.740 - - - 14.750 67.360 - 64.547 63.525

62.950 - - - - 7 - - 68..675 -

to ing

ing ing ing ing - Pipe Dr. Xing Pipe Drainage X - - - ing -

39.950 39.950 Pipe Dr. Xing - V.R.B. - aqueduct l Pipe Dr. Xing 51.975 Km.71.494 60.900 Km. Km. Km. 71.0 Km. 71.022 FALL 40.725 40.725 - - 47.040 49.915 52.340 52.340 68.200 54.995 54.995 - 57.165 61.950 61.950 64.715 44.915 44.915 60.185 60.185 ------Dr. Xing 55.125 - 68.500 21.750 Pipe Syphone - Barre Barrel Aqueduct Barrel Aqueduct Trough Aqueduct Trough Barrel Aqueduct V.R.B. Km. 41.625 to 41.900 (TROUGH) to 41.900 41.625 Km. .R.B. V.R.B. 43.250 Inlet 41.215 V.R.B. Pipe Syphone Pipe Dr. X Inlet 41.720 Pipe Syphone Escape Pipe Pipe Dr. Xing Inlet Barrel Aqueduct Escape KM. 12.900 to 13.200 (TROUGH) to 13.200 12.900 KM. P.R.B. V.R.B. Barrel Aqueduct V Pipe Dr. Xing V.R.B. V.R.B. Barrel Aqueduct Barrel Aqueduct Pipe Dr. X Barrel Aqueduct Pipe Dr. X Barrel Aqueduct V.R.B. Pipe Dr. X Barrel Aqueduct Fall Pipe Dr. X Pipe Dr. Xing Barrel Aqueduct Barrel Aqueduct Pipe Dr. Xing Barrel Aqueduct Barrel aqueduct Barrel Aqueduct V.R.B. Pipe Dr. Xing V.R.B. V.R.B. Barrel Aqueduct KM. 17.650 to 17.760 (TROUGH) to 17.760 17.650 KM. KM. V.R.B. KM. 14.000 to 14.240 (TROUGH) to 14.240 14.000 KM. Barrel Aqudaeuct

KM 13.973 Pipe Syphon Pipe 13.973 KM KM1 15.400 Barrel Aqeduct KM1 15.650 Barrel Aqeduct Syphon Pipe 16.803 KM Syphon Pipe 17.606 KM KM 17.700 V.R.B. KM 22.806 Pipe Drainage X KM 24.625 Barrel Syphon KM 24.800 D.R.B. KM 31.160 Pipe Drainage X KM. 14.550 to KM. 0.00 Head Regulator KM. 0.320 Barrele Syphon KM. 1.430 Barrel Syphon KM. 1.790 Barrel Syphon KM. 2.330 Barrel Syphon KM. 2.630 Pipe Drainage X KM. 3.225 Barrel Aquedu (TROUGH) to 12.880 12.725 KM. KM. 13.400 V.R.B. KM. 16.00 V.R.B. V.R. 19.200 KM Syphon Pipe 20.581 KM Syphon Pipe 21.721 KM KM 22.050 V.R.B. KM 23.750 Barrel Syphon KM 24.275 Pipe Drainage X Aqueduct Trough 26.390 KM Escape 27.600 KM KM 28.350 Raised Canal Syphon KM 31.490 V.R.B. KM 31.590 Pipe Drainage X KM 32.610 Pipe Drainage X KM 33.625 Barrel Aqeduct Aqueduct Trough 34.655 KM KM 35.550 V.R.B KM 36.350 Pipe Drainage X KM 37.150 Pipe Drainage X KM 38.000 KM 38.200 V.R.B. Aqueduct Trough 38.650 KM Escap 39.100 KM Pipe Dr. X KM. 0.100 Barrel Syhpon KM. 8.950 Pipe Drainage X KM 27.200 Drainage Syphone KM. 0.480 V.R.B. KM. 3.415 Barrel Syphon KM. 3.655 V.R.B. KM. 3.710 Barrel Aqueduct KM. 4.175 Barrel Aqueduct KM. 4.700 Barrel Aqueduct KM. 4.825 B.R.R. KM. 5.150 Pipe Drainage X KM. 5.475 Pipe Drainage X KM. 5.875 VRB KM. 6.025 Pipe Dr KM. 6.800 Escape/Head+Regulator KM. 7.125 Aqueduct KM. 7.445 V.R.B. KM. 8.400 Pipe Drainage X KM. 9.200 Pipe Drainage X KM. 9.400 V.R.B. KM. 9.680 Pipe Drainage X KM. 10.575 Barrel Aqeduct KM. 10.900 Box Culvert 12 to 12.00 KM. (T to 12.450 12.275 KM. Syphon Pipe 19.006 KM KM 29.845 V.R.B. KM 29.940 Pipe Drainage X KM 33.175 Pipe Drainage X KM 33.780 V.R.B. KM 34.215 Barrel Aqeduct KM 35.790 Pipe Drainage X KM. 0.680 Barrele Syphon

Tunnel

.00 61.00 62.00 63.00 64.00 65.00 66.00 67.00 68.00 69.00 70.00 20.00 21.00 22.00 23.00 24.00 25.00 26.00 27.00 28.00 29.00 30.00 31.00 32.00 33.00 34.00 35.00 36.00 37.00 38.00 39.00 41.00 42.00 43.00 44.00 45.00 46.00 47.00 48.00 49.00 50.00 51.00 52.00 53.00 54 55.00 56.00 57.00 58.00 5900 60.00 0.00 1.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 39.950 2.00 3.00

KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM KM. KM. KM. KM. KM. KM. KM.

Div. 7 Div. 6 Div. 5 Div. 8 70.022 L/s Div. 3 Div.5 Div. 8 Div. 4 Km.

TUNNEL Km.71.022 Km.71.494 Bed

R/s

Km.71.494

LINING & PUUCA WORK No. Notation Symbol Chief Engineer Bansagar Canal Project 1 Completed Allahabad 2 In Progress 3 To be start

BANSAGAR CANAL PROJECT, ALLAHABAD ADWA MEJA LINK CHANNEL FROM KM. 0.000 TO KM. 25.600

KM. 1.00KM. 2.00KM. 3.00KM. 4.00KM. 5.00KM. 6.00KM. 7.00KM. 8.00KM. 9.00KM. 10.00 KM. 11.00 KM. 12.00 KM. 14.00 KM. 15.00 KM. 16.00 KM. 17.00 KM. 18.00 KM. 19.00 KM. 21.00 KM. 25.00 KM. KM. 13.00 KM. 22.00 KM. 23.00 KM. KM. 20.00 KM. KM. 0.00KM. 24.00 KM. 25.600 KM. LAND ACQUISITION

20.00 KM. KM. 0.00KM. 24.00 KM. 25.600 KM. EARTH WORK

0.000

25.600

KM. KM. L/s Bed

R/s

LINING WORK

DISCHARGE : 46.46 Cumec TOTAL LENGTH : 25.600 Km. Chief Engineer Sl.No. Notation Symbol Ban Sagar Canal Project, 1 Completed BALANCE WORK : Allahabad 2 In Progress A. EARTH WORK : NIL 3 To be started B- LINING WORK : NIL. Total

C:\Users\DD(M&A)\Desktop\Bansagar Report_May 2018\Line Diagram\Adwa Meja.doc 1

ADWA MEJA LINK CHANNEL FROM KM. 0.000 TO KM. 25.600

ing

ing .

ing -

in - - ng ing ing i - ing - ing - - -

. Fall - .R.B. .R.B. .R.B. .R.B. .R.B. .R.B. V.R.B. V.R.B. D.R.B.

V D

V V Barrel Syphon V

9.500 V.R.B. 5.575 6.100 Barrel Aqueduct 3.045 7.100 V 3.435 4.480 4.600 16.940 8.100 17.775 Barrel Syphon 17.640 8.900 V.R.B. 15.540 KM 25.025 Barrel KM 25.340 D.R.B. KM 16.480 Barrel Aqueduct KM 23.740 Barrel Aqueduct E 25.600 KM KM KM 17.165 Barrel Syphon KM KM 18.840 Drainage X V.R.B. KM 24.600 KM 22.240 Barrel Aqueduct KM KM 21.540 D.R.B. KM KM1 Regulator 9.650 Escape/Head+Cross KM. KM. KM. KM 10.400 Barrel Aqueduct Aqueduct 12.135 KM V.R.B. KM 19.950 KM 20.530 D.R.B. KM. KM 3.800 V.R.B. KM. 6.400 V.R.B KM. KM KM 15.300 Drainage X X animal wild cum V.R.B. 18.140 KM KM. KM. KM. KM. 5.600 Drainage X KM 11.200 Barrel Aqueduct KM 13.00 Wild Animal X KM 14.680 Wild Animal X KM. 0.800 Wild Animal X KM. 1.200 Barrel Aqeduct KM. 5.200 Barrel Aqeduct KM. 7.400 Drainage X KM. KM. 8.300 Aqeduct KM 12.800 Drainage X KM. 2.070 V.R.B. KM 13.690 Barrel Aqueduct

PUCCA WORK

Sl.No. Notation Symbol Chief Engineer Ban Sagar Canal Project, 1 Completed 45 Allahabad 2 In Progress 00 DISCHARGE : 46.46 Cumec 3 To be start - TOTAL LENGTH : 25.600 Km. Total 45 BALANCE WORK : A. EARTH WORK : NIL B- LINING WORK : NIL.

C:\Users\DD(M&A)\Desktop\Bansagar Report_May 2018\Line Diagram\Adwa Meja.doc 2

BANSAGAR CANAL PROJECT, ALLAHABAD LINE DIAGRAMME OF MEJA KOTA FEEDER CHANNEL FROM KM. 0.000 to KM. 3.577

0.500 0.000 1.000 2.500 3.000 3.577 1.500 M. 2.000

KM. KM. KM. K KM. KM. KM. KM.

0 68 1 3 75 46 00 8 0.0 285 5 0.000 3.577 1.0 0. 1.3 1.44 0. 0. KM. KM.

KM. KM. KM. EARTH WORK KM. KM. KM. KM.

2.1

Km.

Cum Regulator Tail V.R.B. Km. 3.577

Gull Crossing Km. 0.600 Gull Crossing Km. 1.445 Gull Crossing Km. 0.150 Gull Crossing Km. 0.300 Gull Crossing Km. 3.385 Gull Crossing Km. 1.880 D.R.B. Km. 2.139 Drainage Crossing Km. 0.800 Drainage Gull Crossing Km. 2.010 Gull Crossing Km. 3.485 Gul Crossing V.R.B. Km. 0.870 Drainage Crossing Km. 2.500 Drainage Minor Crossing Km. 2.935 Minor Crossing Km. 1.365 Gull Crossing Km. 1.200

65 0.000 0.500 1.000 1.500 2.000 2.500 3.000 3.577 KM. KM. KM. KM. KM.

1.990 KM. KM. 1.5 KM. KM. KM. KM. Left Slope Bed Right Slope

40 0.000 0. 575 0.425 1.0 80 0.6 1. 200 0.870 KM. Notation Symbol LINING WORK Completed 15 In Progress 02 To Be Done - Chief Engineer Total :- 17 Bansagar Canal Project, Allahabad

Km. 0.000 Sl. No. Sl. 3 2 1

To be started be To In Progress Completed Notation

Symbol LINE DIAGRAMME OFEA

BANSAGAR CANAL PROJECT, ALLAHABAD PROJECT, CANAL BANSAGAR RTH WORK OF Earth MEJA JIRGO LINK CHAN LINK MEJA JIRGO

work

NEL NEL FROM K FROM

M . 0.000 TO TO 0.000 . KM Ban SagarBan Canal Project, Chief Engineer . 74.130 . Allahabad

KM. 71.130 Bandhwa Bandhwa Nala

KM. 74.130 Bansagar Canal Project, Allahabad

LINE DIAGRAMME OF MEJA JIRGO LINK CHANNEL FROM KM. 0.000 TO 74.130

19.505

100

32.060 30.508

18.720

6.525 26.190

- - 20.510

25.625

18.493

- 24.360 -

- - ing -

- 28.505

305

Xing -

ing

- 28.065 - 22.930 24.850 26.145 26.835 4.640 25.340

18.995 1.360/1.440 - - - - 3/1.913 - - 2.055/2.135 - - -

ing 31.030 31. 90 -

15.200 16.366 17.600 - 14.470 34.300

ing

- - - 2.710 - ING 17.860 17.025 -

- 15.145 7.775 14.705

- X -

- 21.300

- ing - 8.115 - ing 19.840ing ing ing - 1.100/1.020 ing

ing ing ing ing - - - - 8.606

ing 1.83 3.600 ------ing 29.210 ing 33.430 ing - ing - ing. - - - - 18.180 18.010 18.2 5 31.790 (Kolhua Mr. Crossing) Mr. (Kolhua 31.790 ing - - - -

ing 32.755 -

- - 13.420 - ing 33.030 - ing. - ing - .R.B. ing - - ing Dy. ing V.R.B. - -

D.R.B. - - - .R.B. Aqueduct D.R.B. ing ing ing D 18.237 ing 26.891

ing ing 13.835 - 8 - - - 18.670 26.960 19.698 27.650 - - D - ing ing ing 26.168 - - ing Foot bridge Foot ing ing & foot bridge 19.215 bridge & foot ing - 30.640 31.450 29.930 00 - - ing - - - 17.710 - - - 13.583 14.135 15.730 16.149 16.350 16.93 16.956 33.925 00 17.910 2 ------185 Gul X 160 8 ing 0 Escape 95 0 7.435 5.785 32.426 3.863 - 1.520/1.600 - 33 0 2.225 3.612 4.275 0.675 - - - ainage X 1.445 0.525/0.445 - - - - 14.525 14.655 16.095 16.825 15.700 11.820 Tilaw Canal Crossing Canal Tilaw 11.820 - ing X 74.130 - - - - ing ing ing ing ing ing ing 15. Lahangpur Dy. X Dy. Lahangpur ing 9.

- V.R.B. ------V.R.B. - Gul X 17.800 Gul X Gul X

- Mr.X Munshipur Drainage Syphone Drainage Drainage X V.R.B. Gul X Gul X - V.R.B. Bashi Mr. X Syphone Drrainage Patulaki Mr. Drainage X Syphone Drainage Drainage X X Dy. Jakor Syphone Drainage Drainage X V.R.B Dr V.R.B. 27.247 . Aqueduct Jharna Jivita - V.R.B. - Drainage X Drainage Nala) Syphone(Basahi Drainage X M 1 Drainage X Papara X Nala - V.R.B. V.R.B. Drainage X Drainage X V.R.B. Kolhua Mr. Kolhua KM 13.00 Drainage X KM KM 12. Drainage X V.R.B. Drainage X K Bhushi Pathraha D Pathraha Bhushi 34.935 Km. at V.R.B. KM 10. Drainage X KM. 9. KM 1 KM KM1 9. Ghori Dy. Ghori Dy. X Aqueduct at Ghori river Ghori at Aqueduct V.R.B. V.R.B. D.R.B. 13. Regulator Head Cross & Drainage X Uska X Dy. V.R.B. Drainage X D.R.B. Drainage X X Kharihat Mr V.R.B. Drainage syphon Drainage X V.R.B. V.R.B. Jamuhara X Dy. KATHWAR MR.x KM. Baripur Minor Minor Baripur X Gul X P.R.B. DRB Gul X Canal Gul X V.R.B. V.R.B. Syphone Drainage - V.R.B. Gul X V.R.B. Gul X Gul X Syphone Drainage V.R.B. Gul X Gul X Rampur Mr. X Syphone Drainage Matiyari Mr. X Gul X Head Regulator 0.00/0.080 Km Drainage X V.R.B.

8.00 16.00 7.00 17.00 33.00 6.00 14.00 31.00 3.00 4.00 12.00 34.00 10.00 11.00 32.00 5.00 9.00 13.00 23.00 35.00 27.00 26.00 29.00 30.00 15.00 21.00 25.00 1.00 2.00 28.00 0.00 22.00 24.00 20.00 19.00

18.00 KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM.

00 00 00 200 00 15 5 050 8 4

5 18 7 215 3 . 4. 355 . 2.53 3.420 154 2.430 2.400 2.940 5.160 6.335 5.565 6 7.650 1 9.9 4.508 4.752 2. 9. 1 1 3 1 10. 21.899 2. 1 2 31.00 31. 0.00 2 2 31. 21.081 2 2 23.899 3 3 24. 19.00

M. 30.500 Km. K KM. 3 Km. KM. 28.500 Km. 17.795 KM. 30.400 KM. Km. 17.480 Km. Km. Km. KM. KM. KM. Km. KM. KM. KM. Km. Km. 15.980 Km. 16.800 KM. Km. Km. 18.000 KM. KM. Km. KM. KM. 29.075 Km. 16.145 Km. 5.765 Km. Km. 16.370 Km. 17.000 KM. KM. Km. 5. 6.465 Km. KM. KM. KM. KM. Km. 5.013 Km. KM. KM. 0.800 L. S. Bed R.S.

4.577 Km. 4.757 Km. Km.

ing

- ing ing.

ing. ing

- - - -

46.580/46.200 . - ing. ing. 47.730/47.340 - - -

800

Escape 50.650 Escape ing

.R.B. -

ing 44.

67.803/67.800 - age X -

at - 67.365/67.440 .

66.832/66.840 69.265/69.000 - 65.530/65.400 - . -

43.855 40.405/40.450 38.155/38.200 - 48.080 - - .840 43.200 VRB 55 41.980/41.800 35.845 - 37.405/37.450 36.155/36.200 36.585/36.480 -

36.800/36.980 40.155/40.250 - 46.305/45.950 - - - 8 - - - 68.060/68.180

ing

- 66.505/66.800

Drainage Syphon

V.R.B. ing ing. - ing. - Drainage X ing Drain Drainage X

Drainage X - - - -

ing ing - 43.140/42.800 43.140/42.800 ing. ing - - 64.3 - ing. ing - ing 47.585 - ing. Fall 71.125 0 Drainage X - - - - 65.680 - 5 Drainage5 Crossing

47.990 ing. - 65.280 - 47.635/47.200 - ing. ulator - 00 Drainage Crossing00 2 - - 69.460/69.550 050 050 800 Fall M. 800 2.0 72.880/72.950 100 V.R.B. 260 Drainage Crossing 018 315 ing - 200 V.R.B. 460 Drainage Crossing 500 Drainage Crossing Crossing Drainage 175 40.055/39.850 2 . - ing - Fall 00 41.200/41.355 42.940 - 40.905 44.355 44.605 - 38.205/3 - - V 825/51.255 46.035 - ing. - - ing 6 -

- - - 54. Crossing Drainage 58.800 60.200 64.755 V.R.B. 58. 53 61.60 X Drainage 64.400 54. 54. 59. 59. 48.805 V.R.B 48.805 52. 53. 54. 55. Crossingh Drainage 57.750 52.400 Drainage Crossing Crossing Drainage 52.400 51.0 57. Crossing Drainage 64.000 49.405 Super passage 6.540 6.800 V.R.B. 6.800 49.850 Gul 49.850 Crossing V.R.B. 50.280 Syphon Barrel 64.275 6.800 V.R.B. 6.800 - V.R.B. 50.650 Cross Regilator Cross 50.650 6.950 Drainage Crossing Drainage 6.950 63.800/ 51.200 50. 62.400 Barrel Aqueduct V.R.B. cum fall fall cum V.R.B. 5 51. Fall 51.800 5 64.555 Drainage X Drainage 64.555 5 5 P.R.B. Majhawani Mr . X V.R.B.. Drainage X 68.895 V.R.B. R.B. Barrel Aqueduct. Drainage X Drainage X Canal X Drainage X - V.R.B. Gul X V.R.B. Drainage X 70.480 Bridge Foot V.R.B. 45.015 Gul Crossing 40.005 V.R.B..39.205/38.320 V.R.B..39.520/39.555 Canal X Drainage X Drainage X V.R.B. Drainage X V.R.B. 45.845 CanalCrossing Km. V.R.B. Km. 37.050V.R.B. Km. Gul X V.R.B. 70.095 CanalCrossing 70.700 Head reg Drainage X Escape V. V.R.B. V.R.B. Gul X Super Passage Drainage X Drainage X V.R.B. Drainage X Barrel Aqueduct Canal X Barrel Km Syphon Head regulator X Nala Khajuri Upper

Drainage X 40.360V.R.B. KM. V.R.B.

Bandhwa Nala

63.00 55.00 62.00 54.00 61.00 52.00 57.00 59.00 60.00 53.00 64.00 58.00 51.00 70.00 37.00 44.00 56.00 71.00 36.00 39.00 69.00 68.00 66.00 67.00 73.00 48.230 40.00 45.00 65.00 72.00 43.00 74.00 74.130 35.00 38.00 41.00 48.00 42.00 46.00 47.00 49.00 50.00 KM. KM. KM. KM KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM. KM.

KM. KM.

0 0 0 90 25 2 00 0 25 00 00 00

900 105 700 650 750 470 000 120 200 785 675 9 388 7 315 240 025 810 5 0 800 .130 .8 .073 . . 195 . 2.645 70.543 7.900 5. 6.600 1 4. 5.555 6.980 3 6 6 6 5 39.600 38.500 53.0 65. 35.00 61.1 74.130 53.215 56. 59.1 60. 6 7 53.685 53.810 5 54. 5 5 58.263 59.3 59.425 58 42.000 4 4 47.600 60. 60. 6 64.600 64.800 40.125 58. 64. 68.000 57.800 45. 55. 58.045 54. 64.375 4 55.470 40.000 45. 40. 40.285 40.305 40. Km. Km. Km. Km. Km. Km. Km. Km. 3 Km. Km. Km. Km. Km. Km. 36. Km. Km. Km. 69. Km. 3 Km. Km. Km. Km. Km. Km. KM. KM. KM. Km. 48.230 Km. Km. Km. Km. Km. Km. Km. Km. Km. Km. Km. KM. Km. Km. Km. Km. Km. Km. Km. Km. Km. KM. Km. Km. 66. Km. Km. KM. Km. Km. Km.

BandhawaNot Required Nala

Sl. No. Notation Symbol LINING & PUCCA WORK Chief Engineer 1 Completed 182 DISCHARGE : 16.430 Cumec Ban Sagar Canal Project , 2 In Progress 08 Allahabad

3 To be start - TOTAL LENGTH : 71.130 Km.

Total : 190 BALANCE WORK : A. EARTH WORK : NIL

B- LINING WORK : 10.275 Km. C- PUCCA WORK : 08 Nos.

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