Documentof The World Bank
FOR OFFICIAL USE ONLY
A?v 3hf I- i#/
Public Disclosure Authorized 4Z 2 / I/ /A/ ReportNo. 7501-IN
STAFF APPRAISAL REPORT
INDIA Public Disclosure Authorized
HYDERABAD WATER SUPPLY AND SANITATION PROJECT
JANUARY 4, 1990 Public Disclosure Authorized
Population, Human Resources, Urban and Water Division
Public Disclosure Authorized India Department
This documenthas a restricteddistribution and may be used by recipientsonly in the performanceof their official duties. Its contents may not otherwisebe disclosed withoutWorld Bank authorization. CURRENCYEOUIVALENTS
CurrencyUnit - Indian Rupee (Rs) US$ 1.00 - Rs 16.00 Rs 1.00 - US$ 0.077
MEASURES AND EOUIVALENTS mm - millimeter (1 millimeter - 0.03 inches) m - meter (1 meter - 3.28 feet) km - kilometer (1 kilometer - 0.62 miles) 2 km - square kilometer (1 km2 _ 0.368 square miles) ha - hectare (1 hectare - 10,000 square meters - 2.47 acres) 1 - liter (0.22 Imperial gallons or 0.264 US gallons) lcd - liters per capita per day ms3 - cubic meters (220 Imperial gallons or 264.2 US gallons) Ml - million liters Mld - million liters per day (0.220 million Imperial gallons per day or 0.264 million US gallons per day) mgd - million (Imperial)gallons per day (1 mgd - 4,545 m3 per day) TMC - thousand million cubic feet (per year):lTMC-28.317MCM-77.58Mld MCM - million cubic meters (per year):l MCM - 0.0353 THC - 2.74 Mld
ABBREVIATIONS AND ACRONYMS
AC - Asbestos Cement AIC - Average IncrementalCost CI - Cast Iron CPHEEO - GOI's Central EnvironmentalEngineering Organization in MUD DHMAUD - GOAP's Department of Housing, MunicipalAdministration and Urban Development GI - Galvanized Iron (Steel) GOAP - Government of Andhra Pradesh GOI - Government of India HMWW - Hyderabad Metropolitan Water Works HMWSSB - Hyderabad Metropolitan Water Supply and Sewerage Board LCS - Low Cost Sanitation MCH - Municipal Corporation of Hyderabad MS - Mild Steel MUD - GOI's Ministry of Urban Development OAP - Operational Action Plan ODA - Overseas Development Administration of the United Kingdom PHED - GOAP's Public Health Engineering Department within DHMAUD PSC - Prestressed Concrete RCC - Reinforced Cement Concrete RRP - Resettlement and Rehabilitation Program SPS - Sewage Pumping Station STP - Sewage Treatment Plant UCDD - MCH's Urbar. Community Development Department UNDP - United Nations Development Program WHO - World Health Organization WPS - Water Pumping Station WTP - Water Treatment Plant
FISCAL YEAR
April 1 - March 31 International Bank for Reconstruction and Development Intemational Development Association FOR OFFICIAL USE ONLY'
FOR EXECUTIVE SPECIAL PROCEDUR For consideration on DIRECTORS' Tuesday, March 27, 1990 MEETING R90-41/1 IDA/R90-31/1
FROM: Vice President and Secretary March 8, 1990
INDIA: Hyderabad Water Supply and Sanitation Project
Staff Appraisal Report (Report No. 7501-IN)
CORRIGENDUM
The President's Memorandum and Recommendation (R90-41[IDA/R90-31]dated March 7, 1990) on a proposed loan and credit to India for the Hyderabad Water Supply and lanltation Droject, together with the Staff Appraisal Report,was distributed for consideration by the Executive Directors on March 27, 1990.
Please note the following revisions to the Staff Appraisal Report:
Pages Paragraphs Change
45, 51 5.07 and 7.01(5) Date from March 31, 1990 to June 30, 1990
47, 52 5.15 and 7.01(10)(b) Date from March 31, 1990 to Sept. 30, 1990
Distribution:
Executive Directors and Alternates President Senior Vice Presidents Senior Management Council Vice Presidents, IFC Directors and Department Heads, Bank and IFC
This docLi iment has a restriceddisIh ultil anld nIn-I he ut ed )s rcL cInl ' I,t Iel : )rnbmn X ot t'il oitth ial dutics. 1t\ ciltClit 11.1\not othcrn1 i. c di1, < ' ' \\ od IdBnkI SLihOri/ati01l. 10 OFFICmaALWI ONLY
IND
HYLERABAD WATER SUPPLY AND SANITATION PROJECT
STAFF APPRAISAL REPORT
Table of Contents
,PageNo.
CREDIT AND PROJECT SUMMARY ...... iv-v
I. THE WATER SUPPLY AND SANITATION SECTOR IN INDIA ...... 1
Sector Context ...... 1
II. THE SECTOR IN ANDHRAPRADESH AND HYDERABAD ...... 3
The State of Andhra Pradesh ...... 3 The Hyderabad Metropolitan Area ...... 5 The Existing Water System and Level of Service ...... 5 The Existing Sewerage System and Level of Service ... 7 Prior and Ongoing Sanitation Programs ...... 8 Issues and Government Strategy ...... 9 Water Supply ...... 9 Sanitary Sewerage and Sanitation ...... 10 Financial Issues ...... 12 Institutional Tssties ...... ill The Bank's Sector Role and Assistance Strategy in India 13
III. THE PROJECT .15
Project Origin and Ratiotnale for Bank Support .15 Project Objectives .21 Project Description .21 Dam Safety .26 Singur Drinking Water Supply Reliability .27 Project Costs and Financing Plan .28 Project Financing .29 Status of Preparation .30 Land Acquisition for the Project .31 Procurement .32 Disbursements .34 Implementation Schedules .35 Supervision and Monitoring .36 Accounts and Audits .37
This report is based on the findings of an appraisal mission whicl. visited Hyderabad in March 1988. This mission comprised Messrs. Christophe, Couzens (Senior Sanitary Engineer and Mission Leader), Norihiro Noda (Sanitary Engineer), Albert Kennefick (Financial Analyst), Lakshman Mahapatra (Consultant - Relocation and Resettlement Specialist) and Sunil Bhattacharya (Procurement Specialist).
Thisdocument has a restricteddistribution and maybe usedby recipientsonly in the performance of their official duties. Its contents may not otherwisebe disclosedwithout World Bank authorization. -ii -
Page No.
IV. PROJECT ORGANIZAT N AND ...... 37
Overview ...... 37 Operational Action Plans ...... 38 Hyderabad Metropolitan Water Supply and Sewerage Board (HMWSSB) ...... 38 Present Organization ... 38 Project Management: The World Bank Project Cell ...... 39 Finance and Accounts ...... 41 Operations ...... 41 Resettlement and Rehabilitation - Project Component 5 ...... 42
V. FINANCIAL ASPECTS ...... 43
HMWW Revenue and Expenditure Trends ...... 43 Water Tariffs ...... 44 Water Billing and Collection ...... 45 Capital Receipts and Expenditures ...... 45 Materials Accounting and Management ...... 46 ProjeCted Financial Performance ...... 46 Sewerage Service ...... 47
VI. PROJECT BENEFITS AND RISKS ...... 48
General ...... 48 Impact and Benefits for the Urban Poor ...... 48 Economic Analysis ...... 49 Project Risks ...... 50
VII. AGREEMENTS REACHED AND RECOMMENDATION ...... 50
Conditions ...... 50 Recommendation ...... 52 Pag2 No.
1. The Sector Context in Andhra Pradesh and in Hyderabad 53 2. Bank Financed Water Supply-Sanitation, Urban and Urban Transport Projects in India .. 60 3. The Existing Water System - Rehabilitation (Component 2) 61 4. The Existing Sewerage System - Rehabilitation (Component 3) 71 5. Sanitation - Past Program Experience Component 4 . .so 6. Dam Safety at Singur .. 83 7. Resettlement and Rehabilitation Program (RRP) (Component 5) 89 8. Technical Assistance - Outline Terms of Reference Component 6 98 9. Persormel Training - Costs - Component 6 . .111 10. The Project Description (Costs, Schedules, Procurement) 115 11. Land Acquisition (Requirements, Status, Procedures) . .136 12. Drinking Water Yield Reliability from the Singur Reservoir 138 13. Local Procurement Procedures .. 148 14. Operational Action Plan .. 150 15. MCH Property Tax Structure .. 154 16. HMWSSB Financial Projections .. 155 17. Economic Aspects - Rates of Return .. 158 18. List of Selected Documents on the Project File .159
IBRD No. 20971 Water Supply and Transmission Systems (existing/proposed) IBRD No. 20972 Water Supply - Trunk Distribution System (existing/proposed) IBRD No. 20973 Sewerage System (existing/proposed) - iv -
INDIA
HMD&gW) W!,&TER SUPPLY ApD SEWERAGEPROJECT
LOAN, CREDIT AND PROJECT SUMMARY
Borrower: India, acting by its President.
Beneficiaries:Government of Andhra Pradesh (GOAP),Hyderabad Metropolitan Water Supply and Sewerage Board (HMWSSB).
:Amount: IBRD Loan : US$10.0 million. IDA Credit: SDR 63.9 million (US$79.9million equivalent).
Terms: IBRD Loan : 20 years including5 years of grace at standard variable interest rate. IDA Credit: Standard terms with 35 years maturity.
On-Lending Terms: Governmentof India (GOI) to GOAP: As part of the central assistance to States for developmentprojects on terms and conditionsapplicable at the time.
GOAP tu HMWSSB: Not less than 10.25% p.a. rate of interest, with repaymentover 25 years, includingfive years of grace.
CI * cU] bear the foreign exehange risks. Project DescriRtion: The project would increaseHyderabad's water supply by 135 Mld, or about 23%, and would reduce the vulnerabilityof the supply to drought. The project would help realize more benefits from prior investmentsin water supply and sanitary sewerage,and expand capacitiesto meet future needs, through tle rehabilitationand strengtheningof the existingwater supply and sewerage systems. The latter is seriouslyoverloaded and this causes environmentalpollution and health risks. The project would also address the safe excreta disposal needs of the communitythrough a low-cost sanitationprogram which would provide 20,000 household latrines. During project preparation, GOAP appointeda Dam Review Panel to assess measures to assure the safety of the Singur Dam - the source of the additional water for the project. The project will implementan equitable resettlementand rehabilitationprogram for thon.epeople displacedby the Singur Dam Reservoir. It would also strengthenHMWSSB's management,financial and operational performancethrough the project'stechnical assistance and personnel trainingcomponents. Project Risks: The major risks likely to face the project are: (i) an unproven planning and executioncapacity in HMWSSB in the areas of water supply rehabilitationand strengtheningand of sanitary sewerage;and (ii) a possible lack of the long-term politicalwill to sustain tariffs at adequate levels. These risks would be addressedby the project'sprovision of consultanttechnical assistance to aid the planning and design of the rehabilitationof the water supply system and the sewerage components. Project implementation would also be enhanced by the project's provlsion of consultant technical assistance to design and introduce a computer-based project management system along the lines of successful experiences elsewhere in India. The tariff risk would be addressed through systematic annual reviews of HMWSSB's medium term financial position, as provided in the Operational Action Plan for the project.
Local Foreign TOTAL Estimated Costs -----US$ Million-----
Kanjira Phase III Stage 1 Water Supply 24.0 11.7 35.7 Strengthen Rehab. Existing Water System 19.2 8.2 27.4 Strengthen Rehab. Existing Sewerage System 23.9 3.1 27.0 Low-Cost Sanitation 2.6 0.0 2.6 Resettlement and Rehabilitation 6.0 1.3 7.3 Institutional Strengthening 2.9 1.1 4.0 Engineering and Supervision 7.7 0.0 7.7 Land 0.6 0.0 _0.6 TOTAL BASE COSTS 86.9 25.4 112.3 Physical Contingencies 9.4 3.7 13.1 Price Contingencies 9.3 5.9 15.2 TOTAL PROJECT COSTS 105.6 35.0 140.6
Note: The above costs include an estimated US$12.3 million in taxes and duties.
Financing Plan
IDA Credit 1/ 47.4 32.5 79.9 IBRD Loan 1/ 7.5 2.5 10.0 GOAP Loans to HMWSSB 41.0 - 41.0 GOAP Other Contribution 9.0 - 9.0 Householder Contribution 0.7 - 0.7 (Low-Cost Sanitation) TOTAL PROJECT COSTS 105.6 35.0 140.6
2./ The Loan and Credit would be made available to GOI, who would make the proceeds available to GOAP in accordance with GOI's standard arrangements for development assistance to the states of India.
Estimated Disbursements
UIIY..U 1990 1991 1992 1993 1994 1995 1996 197 1998 -______------US$ millions ------
IDA Crodit 4.0 1.7 7.8 11.1 16.4 16.2 18.1 4.6 0.0 IBRD Loan 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.6 3.4 Total Annual 4.0 1.7 7.8 11.1 16.4 16.2 18.1 11.2 3.4 CusultiWe 4.0 5.7 13.5 24.6 41.0 57.2 75.3 86.5 89.9
Economic Rate of Return: 9.9% HYDERABADWATER SUPPLY AND SANITATIONPROJECT
I. THE WATER SUPPLY AND CANITATION SECTOR IN INDIA
Sector Context
1.01 Economic Structure and Trends: The Indian economy is becoming increasinglyindustrialized and urbanized. Progressivelylarger shares of domestic product are being generatedby the secondaryand tertiary sectors, while the share of agricultureand other primary activitiesdiminishes. By 1989 secondaryand tertiary activitiesare expected to account for two- thirds of GDP.
1.02 UrbanizationIrends: There are parallel and related trends in the population structure,with the urban populationgrowing more rapidly than the rural population. According to the 1985-90 Seventh Five Year Plan, the urban share of India's total populationwas expected to grow from 1981 to 2001 from 23% to 32%. MoreovAr, these projectionsindicate that over that period half of all population growth will be urban, that the urban populationwill more than double with an increase of 170 million, and the urban population at the end of the century will be about 330 million.
1.03 There is a growing recognitionand acceptancein India of these trends. There is also a growing realizationthat urban and economic developmentare linked, and that past efforts to contain urban growth were not only unsuccessfulbut may have been counter-productive.However, sustaininga healthy urban economy in this contextwill requirevery substantial investmentsin public infrastructure,such as water supply and sanitation,on which urban areas are absolutely dependent.
1.04 Sector Investmentsand Development: Between 1961 and 198,, the water supply and sanitationsector - urban and rural - has received ever increasingallocations under successivedevelopment plans. This is true in absolute terms and also, except for the Fifth Plan 1974-79, as a proportionof total plan outlays. Under the current 1985-90 Seventh Plan, the proportionof total plan outlays declined from the 4.0% of the Sixth Plan to 3.6%, but the amount inereasedby some 67% from the Sixth Plan sector allocationof Rs 39 billion to the Seventh Plan allocation of Rs 65 billion. In fact, in nominal terms, the Seventh Plan allocationalone almost equals the sum of all plan allocationsin the period 1961 to 1985. Further detail is in the following Table 1.1. - 2-
TA.L 1.1 INDIAN HISTORY OFWATER SUPPLY AND SANITATION SECTOR INVESTMENS
TAT!R StPPLY-SAN!?ATIO SZCTO DEVELOflENT PLAO OUTLAY OUTLAY PfRCZNT PZRCUN? PLAN P-ROD eu Craze K Crere TOTAL PM, PLAN
ThLrd 1961-64 6,576.!0 105.70 1.231 Anaual 1966-69 6,625 40 102.70 1.551 1621 Fourth 1969-74 15,752.50 458.90 2.91X 2641 FIfth 1974-79 39,426.20 1,091.60 2.77X 23$X Annual 1979-S0 12,178.50 387.60 3.10X 170X SLxth 1980-85as LINIAZ 3907.0 4X01X 202X TOTAL 18f0-087.10 6054.30 3,361
Seventh 195-90 100.000.J0 6.522.47 I.62S 167Z
Sourc: CP8EO, New D.lhl
1.05 India respondedwith a plan to the UN-declaredInternational Drinking Water Supply and SanitationDecade 1981-90 (IDWSSD). This Decade Plan set targets of 100% coverage of water supply for both the urban and rural populationsand of 81% and 25% for the urban and rural population, respectively,for sanitation. A mid-decade review, however, in light of achievementsto 1985, reduced the 1990 coverage targets for water supply to 86% and 75% and for sanitationto 45% and 2% for the urban and rural populations,respectively.
1.06 In the period 1981 to 1985, in fact, about 12 million additional urban people were provided with water supply. However, the total urban population grew by an estimated 15 million people during this same period, and the proportion of the urban populationprovided with water supply increasedby a mere 0.6% from 72.3%. Also during this period, some 9 million additional urban people were provided with sewerage service or sanitationfacilities, and the proportion of the urban population so served increasedfrom 25.1% to A8.4%. A significantproportion of this achievementhas been realized through the use of low-cost sanitationtechnologies, for which programs in urban areas have achieved a substantialmomentum and widespreadpublic acceptance.
1.07 However, 'populationserved" or "coverage'figures alone are an inadequate indicatorof sector status, and mask the issue of "level of service". In most Indian cities, some combinationof inadequatesupply quantities,excessive water use uncontrolledby consumer metering and volumetric charges for water, illicitconnections and high water system leakage rates, forces the provisionof an intermittentsupply to the consumer. This has implicationsfor the quality of water receivedby the consumer,for consumer convenience,for economy and for equity (see para 2.35). In Hyderabad, for example, while virtually all the population is "servedwwith water supply, the domestic supply was limited to a period of two hours every second day for the years 1984 through 1987. Such a grossly inadequatelevel of service is only partly a result of a less than normal rainfall in this four-year period. This example demonstratesthe need for investmentsto improve the level of service, in addition to those needed to expand coverage. However, where the principal cause of intermittentservice is high system leakage, which is frequentlythe case, the provision of continuous service - 3
may. of necessity,be a longer term goal, in view of the time requirements, logisticaldifficulties and costs of comprehensiveunaczounted-for water management programs,which include leak detectionand repair programs.
1.08 The water supply and sanitation sector also faces a range of other inter-relatedissues. These can be sa-rized as the need for improved general management,operational efficiency and maintenance,cost recovery, financialmanagement and informationsystems, includingaccounting. However, these are achieving increasingrecognition and attention. There is increasing acceptance,in urban areas, of the practice of consumer metering and volumetric water charges, as a means of both controllingthe wastage of water and of providing for equitableresource mobilization. There is likewise,for urban areas, increasingacceptance of the principle of full cost-recovery except in the case of some low-cost sanitationprograms which are explicitly targeted toward the poor.
1.09 Sector Organization: Under India's federal constitution, he primary responsibilityfor both water supply and sanitationand for local government,which is the primary channel for urban management,rests with the states However, the Center has considerableinfluence through the approval process for state developmentplans and through several Central level institutions. In recognitionof the need for an urban policy focal point at the Center, the former Central Ministry of Works and Housing was renamed the Ministry of Urban Developmentin September1985. Other urban-orientedCentral agencies ineli-dethe Housing danU7rban nle h,9nmpnt nornnration ef Tneia (HUDCO) and the recently-formedNational Housing Bank.
1.10 The Central Public Health and EnvironmentalEngineering Organization (CPHEEO)under the Ministry of Urban Developmentis the central agency specificallyconcerned with urban water supply and sanitation. It provides a mainly technical review of major investmentproposals from the states, provides certain guidance and publicationson design standards,and assists with the coordinationof some aspects of personnel training for the sector on a nation-widebasis. Additionally,GOI is in the process of forming a National InfrastructureFinance Corporationto provide financialand policy support to state governmentsand sector agencies.
II. THE SECTORIN ANDHRA PRADESHAND HYDERABAD
The State of Andhra Pradesh
2.01 The proposed project would be the first for the Bank in this sector in the state of Andhra Pradesh (AP), which is India's fifth largest in area (277,000 kM2) and fifth largest in population (53.6 million - 1981 Census).
2.02 AP is in south-east India and borders the Bay of Bengal. The state's boundarieshave been largely determinedby linguisticconsiderations; the dominant language is Telugu. About 67% of the mean annual rainfal of 894 m is received during the June-to-Septembersouth-west monsoon and a further 25% in the October-to-December north-eastmonsoon. AP is drained by the two major river systems of south-eastIndia, the Godavari and the Krishna. Together, these account for an estimated 84% of the utilizable surface water of AP. The Musi River, which flows through Hyderabad, is a tributaryof the Krishna. The Manjira River, the source of the additionalwater to be supplied under the proposed project, is a tributaryof the Godavari. Nearly half the state (47%) is consideredto be chronicallydrought-affected.
2.03 In the period 1971-81,AP's average annual total population growth rate of 2.1% was slightly less than that for India as a whole - 2.3%. However, AP's urban populationgrowth rate between 1971 and 1981 was 4.1%, compared to 3.9% for India'surban populationas a whole. AP's level of urbanizatlo in 1981 was 23.3% of the state's population,or 12.5 million people. This proportion of urbanizedpopulation equalled that which prevailed for India as a whole. There are 234 urban areas in AP. However, the 20 Class I cities - which, by definition,have a population of more than 100,000 - account for 50%, and the HyderabadMetropolitan Area alone accounts for 23% of this urban population.
2.04 Within the state government,the Department of Housing, Municipal Administrationand Urban Developwent(DHMAUD) has the general responsibility for urbgn local governmentand urban develooment. Within DHMAUD, a Public Health EngineeringDepartment (PHED) has a general responsibilityfor oversight,planning and sometimesalso the engineeringand implementationof urban projects in the water supply and sanitationsector.
2.05 Urban local government is organized,by decreasingcommunity size, as 14;LWiWl4pa.Corporations, Municipalities, and Panchayats. Within a Municipal Corporation,there are three statutorylevels of authoritv. The first is the elected Council (often referred to as the 'General Body"), presided over by a hayor, elected at large. The second is the Standing Committee (of the General Body) and the third is the Commissioner- the Chief AdministrativeOfticer of the Corporationand a state governmentappointee. The largest source of finance of municipal corporationsand municipalitiesIs their authority to tax real property; the second source is compensation under the Entertainment Tax Act. There are modest annual state grants. The provisionof urban water suo2ly. sewerage and sanitationservices is usual'lywithin the local governmentmandate in AP. However, this has not been the case in Hyderabad with respect to water supply for some time (para 2.12), and GOAP has recAntly changed the municipal responsibilitywith respect to sewerage in Hyderabad (para 2.15).
2.06 AP's Seventh Plan for 1985-90 totals Rs 7500 crores (about US$5.8 billior). The water supply and sanitationand the housing and urban sectors account together for some 13% of the total plan allocation,or Rs 982 crores (aboutUS$755 million). The water supplv and sanitationsector alone accounts for 6% of the total plan allocation;this is a high proportion and indicativeof the importancethe AP governmentattributes to the sector.
2.07 A comparisonof AP's achievementsunder the UN-declared InternationalDrinking Water Supply and SanitationDecade 1981-90 (IDWSSD) with those of India as a whole reveals:
(a) the proportion of the urban populationserved by water supply in 1981 in AP (55.3%)was much lower than for India as whole (72.3%); - 5 -
(b) the proportion of the urban population served by sanitationin 1981 in AP (11.2%)was less than half of that for India as a whole (25.1%);
(c) between 1981 and 1985, achievementsin urban water supply and sanitation did not keep pace with population growth in AP. By 1985, the urban population served with water supply in AP had declined to 52.1% and with sanitationto 10.9%, whereas modest gains were achieved in India as a whole (para 1.06).
The HyderabadMetroRolitan Area
2.08 Hyderabad is located about 300 km west of the Bay of Bengal, in an inland upland area on the Deccan Plateau. The elevationis about 540 m above mean sea level and the terrain is undulatingwith some exposed rock outcrops and bolder-strewnareas. The average annual rainfall is about 800 am, concentratedin the June-to-Septembersouth-west monsoon. The city is drained by the Musi River, a tributaryof the Krishna, and by numerous small tributary drainage courses.
2.09 The boundaries of the MunicipalCorporationi of Hyderabad (MCH) enclose an area of 169 km 2 . Since 1964, the municipalboundaries enclose the previously separate city of Secunderabad. However, there is considerable contiguousurbanized area outside the MCH boundaries,which includesmost of the area's industrialdevelopment but also significantresidential, commercial and institutionaldevelopment.
2.10 Hyderabad is India's sixth largest city. In 1981, the RoRulationof the total urbanized area and that of MCH was 2.9 million and 2.2 million respectively. It is estimatedthat these figures will grow to 3.3 million and 2.8 million by 1991 and to 6.0 and 4.8 million respectivelyby 2011.
2.11 Further informationon the sector context in Andhra Pradesh and in ! Hyderabad is given in Annex 1. The Existing Water System and Level of Service
2.12 Water supply in Hyderabadhas been managed by the Hyderabad MetropolitanWater Works (HMWW). While water supply is usually within the municipal governmentmandate in AP (para 2.05), HMWW was constitutedas a "Board under the AP HyderabadMetropolitan Water Supply and Sewerage Act of 1982. That part of this act giving HMWW sanitary sewerage responsibilitywas never declared effective and this responsibilityremained with the Municipal Corporationof Hyderabad (MCH). This act was repealed, followinga chaingeof government in 1983. The institutionalname has survived,but HMWW's professionaltechnical staff are PHED officers on deputation,and the organizationalform became that of an agency of GOAP. In fall 1988, the sanitary sewerage responsibilitywas transferredby GOAP to HMWW.
2.13 However, GOAP has decided to reconstitutea "Board", with a corporate status, to be known as the HyderabadMetropolitan Water Supply and Sewerage Board (HMWSSB),by the HyderabadMetropolitan Water Supply and Sewerage Act, 1989, which became effective November 1, 1989. This new Board has assumed the responsibilityfor the management,planning, design, construction,operation and maintenanceof wate::supply and sanitary sewerage and has absorbed HMWW's staff. An importantaspect of the concept of HMWSSB is that of financialself-sufficiency. Recent tariff increases (para 5.04) demonstratesome determinationon the part of GOAP in this regard, especially in light of some public oppositionwhich was compoundedby the poor water service available (para 2.18).
2.14 The main changes resulting from this new organizationalform are: (i) management'sreporting to a Board of Directors,who will be mainly or all elected or appointedpublic officials,rather than directly to GOAP; (ii) a greater degree of operationalautonomy; and (iii) the opportunityto develop a more commercial approach to managementof the water supply and sewerage services.
2.15 In fact, HMWW assumed the responsibilityfor all aspects of Hyderabad's sewerage system in fall 1988. At that time HKWW, as an institution,did not have prior experiencewith sewerage. However, the professionaltechnical staff of both HMWW and those of MCH concernedwith sewerage were all PHED engineers on deputation,and GOAP transferredstaff appropriatelyfrom MCH to HMWW, to provide the experiencedresources commensuratewith HHWW's new sewerage responsibilities.
2.16 The water service area is the 169 km2 within the boundariesof MCH, together with an adjoiningurbanized area, which includes the Sangareddi Municipality,3 industrialtownships, 9 villages, 2 universitycampuses, the Hyderabad Cantonment,and miscellaneousother developments. The proposed project does not include an expansionof the service area for water supply. The populationto be served in 1991 is estimatedby HMWW to be 3.4 million.
2.17 Hyderabad'spresent water system dates back to 1923. Present surface water sources provide about 450 Mld in non-droughtyears. This is supplementedby about 40 Mld of groundwater. However, it is believed that present private and public groundwaterwithdrawals approach, or may even exceed, the annual reliable recharge. Surface water is suppliedby gravity from an impoundmenton the Musi River, by gravity from an impoundmenton the Musi s Esi River tributary,both about 10 km from Hyderabad, and by pumping from a third impoundmenton the Manjira River, some 56 km from Hyderabad. Water from these sources is treated and transmittedto mainly surface service reservoirslocated on hills within Hyderabad and distributedthrough a conventionaldistribution network to 174,000 private connectionsand 3400 public standposts. Additionally,there are 'bulk' supplies to 31 industrial consumersand a further 25 'bulk' consumers includingother municipalitiesand villages, housing developmentsand institutions. About 90% of HMWW's private connectionsare metered. Water charges are made under volumetricbasis according to a progressivetariff structure. Tariffs have recently been revised upwards substantially(para 5.04); this indicatesAP's support for the principle of cost-recovery.
2.18 In normal years, these sources would viel a gross supply to MCH of only 102 liters per capita per day (lcd) for the estimated 1991 populationof MCH, which is quite inadequate. This amount must meet the city's institutional,industrial, commercial, and domestic demands, as well as system leakage losses. Thus, the inadequacyhas implicationsfor the city's economy as well as for the health and convenienceof its residents. This figure can be compared to the 218 lcd available in Delhi, the 191 lcd available in Calcutta and the 158 lcd available in Bombay. However, Hyderabad is in a drought-pronearea, and the successivedroughts of the years 1984 through 1987 exacerbatedthe problems of inadequatewater supply. This has had a particularlymarked effect on the supplies available from the impoundmentson the Musi and Esi Rivers. One consequencewas to reduce the gross supply for Hyderabad to a mere 44 lcd. Another was the curtailmentof the domestic supply within MCH to a period of two hours every second day.
2.19 In these conditions,there has been much public and private effort to develop gXn%ndwaterin the Hyderabadarea. However, it has been concluded that the groundwaterresources of the area are limited, and that present levels of exploitationare approachingthe full potential. Accordingly, groundwateris expected to play only a small, albeit significant,role in water supply for Hyderabad in the future.
2.20 The Rroposed proiect, togetherwith ongoing works, will increase the total availabilesupply from 490 Mld to 760 Mld, and yield only about 87% of HHWW's estimate of the 1991 demandswithin MCH. Preliminarystudies have been made by a GOAP-appointedexpert committeeof possible sources of further supply beyond this vroiect. Various schemeshave been outlined. All involve abstractionfrom either the Godavari or the Krishna rivers. All have high investmentcosts in the range of Rs 438 to Rs 1421 crores (US$273 to US$888 million) and have high operating costs resultingfrom pumping lifts in the range of 300 m to 500 m. Thus, there is a particularlystrong case in Hyderabad for sharply progressivewater tariffs not only to permit a basic supply at a reasonablecost but also to provide a strong deterrent to water wastage. Similarly, there is a need for aggressiveunaccounted-for water management, includingleak detectionand repair.
2.21 Annex 3 describesthe existing water system in more ditail, and describesthe basis for the definitionof the componentof the proposed project which will deal with rehabilitationand strengtheningof the existing water system.
The Existing Sewerage System and Level of Service
2.22 Since inceptionuntil Fall 1988, Hyderabad'sseparate sanitary sewerage system has been the resRonsibilitvof the Municipal Corporationof Hyderabad (MCH). It is now the responsibilityof HMWSSB (paras 2.13 to 2.15).
2.23 The existing sewerage system in Hyderabad extends over about 60% of the area of MCH and includes localizedextensions outside the MCH area, mainly to serve industries. The sewerage service area has an estimated populationof 2.1 million. The proposed project does not include an expansionof this sewerage service area. Both within and outside the sewerage service area of MCH, there are dwellingswithout latrine facilities. The low-cost sanitation program of the project will address the needs of these people through the constructionof low-cost,pour-flush, water-seal latrines connected to the sewers where available and otherwiseusing twin-pit technology. -8-
2.24 Since the original system's constructionin 1931, the collection system has been extended considerablyas the city has grown. The original system was designed to serve a populationof 468,000 over an area of about 87 km2. The present system serves an estimatedpopulation of 1.3 million over an area of 105 km2 . This growth has resulted in severe overloading of some parts of the system, and the surchargeoverflows to open surface drains and natural water courses. This results in serious and evidentpollution, and risk to public health. The system is almost entirely within MCH boundaries,except for some localizedextensions outside to serve mainly industrialdevelopment.
2.25 There are now about 180,000 sewer system connectionato branch and trunk sewers in the 15 drainage districtsdictated by topography. The trunk sewers connect to interceRtorsewers on each of the north and south banks of the Musi River. The south interceptoreventually connects to the north interceptorthrough an inverted syphon crossing the river, and from this junction the flows are easterly for some 3 km to an existinz sewage treatment plant at Amberpet. This treatmentplant is defunct, but a rehabilitation project has been initiatedby MCH, and the capacity is being increasedfrom 53 Mildto 114 Mld. At present, untreatedraw sewage is disposed of by irrigation use on a reserved area of 200 ha, where cattle fodder is grown.
2.26 Although the existing system is overloaded,it is, in another sense, under-utilizedin so far as many dwp ings within the sewered area are not connected to the system. Within tbF sewered area, there is widespread e-id"nce of direct sanitarywaste eischargesto natural water courses and open storm water drains, which is compoundingthe pollutionproblem and health risks noted in para 2.24.
2.27 Annex 4 contains a more detailed descriptionof the existing sewerage system and the review which has led to the definitionof the component of the proposed project which is concernedwith rehabilitationand strengtheningof the existing sewerage system. This will address the twin problems of inadequatecapacity and of under-utilizationof the existing sewerage system.
Prior and Ongoinz SanitationPrograms
2.28 Prior experiencein Hyderabadwith low-cost sanitationhas been institutionallyconcentrated in the Urban CommunityDevelopment Department (UCDD) of MCH. UCDD was created in 1967 and, through its more than 20 years of experienceand its "people-oriented"community participation approach, has gained a substantialreputation for its work and, moreover, gained the confidenceof poorer groups and slum dwellers.
2.29 In India, the low-cost sanitationtechnology of choice in both urban and rural applicationhas been the twin-pit,pour-flush, water-seal latrine. With vigorous promotion and financialsupport from GOI, there have been substantialgains in the acceptanceand adoption of this technology, especiallyin urban areas. This technologyprovides a low-cost alternative for safe excreta disposal as compared to conventionalwater-borne sewerage. - 9
2.30 In the period FY 1983/84 to FY 1987/88, UCDD has executed a broadly- based slum iMorovementproject includinga low-cost sanitation component, which has received support from ODA-UK. The original target for this phase of the project was the constructionof 20,000 latrines. By November 1987, 8000 had been completed and a further4000 were under construction. This program includes the conversion to pour-flush,water-seal technologyof what are known locally as 'basket-type"latrines. Waste material from Obasket-type latrines is removed manually by 'scavengers',and this latrine type is most unhygienic for the users, the scavengersand the generalpublic. It is estimated that there remain about 16,000 'basket-typewlatrines in MCH. A furtherphase of this ODA-supportedproject is anticipated,including, inter alia, a further 20,000 low-cost sanitation units.
2.31 In MCH, there are about 500 designatedslums with a population of about 100,000 households,or more than half a million people, which is nearly 20% of the total population of MCH. Many of these slum-dwellersand some outside these designated slum areas do not have a household latrine. These people must resort to open-air defecation,which contributesfurther to the unsanitary environmentalconditions described in para 2.24. it also contributesto the apparent under-utilizationof the existing sewerage system described above in para 2.26.
2.32 Annex 5 describespast low-cost sanitationprogram experiencein Hyderabad in more detail, and the basis for thLe definition of the low-cost sanitationcomponent of the proposed project, which will be managed by HMWSSB.
Issues and GovernmentStrategy
Water SUPD1_Y
2.33 Level of Service: The major issues in Hyderabad'swater supply relate to the level of service (para 2.18), which has several aspects: (i) the quantity of water available to consumers; (ii) the vulnerabilityof the supply to drought conditions;and (iii) the provision of an intermittent service, which has implicationsfor the reliabilityof water quality. Any water wastage and all leakage from the water supply and distributionsystems compound the level of service problem in all these aspects.
2.34 GOAP has started to address these issues through the ongoing Manjira Phase III, Stage 1 project, which is planned for completion in 1989, and through initiativesrelated to the proposed project. GOAP has also initiated studies of the works requirementsto meet Hyderabad'slonger-term water needs (para 2.20). The works envisaged through each of these measures will all both increase the fundamentalsupply available and reduce the vulnerabilityof the supply to drought conditions.
2.35 IntermittentWater Distribution: The inadequacyof Hyderabad's basic water supply quantity, compoundedby system leakage, which could economicallybe reduced, forces an operationplprocedure which gives only an intermittentprovision of water through the distributionsystem. This, while not unusual in India, nor indeed in South Asia, is nonethelessmost undesirableon several counts. Firstly,when parts of the distributionsystem are not under pressure, there is the risk of the ingress of polluted shallow - 10
groundwaterinto the system. This brings obvious health risks and potentially negates the benefits of the water treatmentprocesses carried out prior to distribution. Intermittentsupply also encourages a highly uneconomicprivate investment in on-premiseswater storage by those who can afford it, but this means of realizingthe convenienceof a continuoushousehold supply is not available to the poor.
2.36 Water Wastage: In India, high levels of water use, which are beyond reasonableneeds and can thereforebe consideredwater wasted, are a conmon contributorto the causes of the intermittentdistribution practice described above. However, in Hyderabad,some 90% of Hyderabad'swater connectionsare metered, and the charges to consumers for water are based on the volume of water consumed. HMWW also maintainsa meter testing and repair workshop and all meters are tested prior to their installation. For domestic consumersthe tariffs are progressive - the charges per unit volume increasewith increasing amounts consumed. These policies and practices are critically importantin promoting the conservationof water and in minimizingwastage.
2.37 System Leak Detectionand Repair: To control system leakage, HMWW has for several years had a leak detectionand repair cell within its organization. However, its efforts were diluted during the 1984 through 1987 drought years, when the staff resourceswere diverted to drought mitigation efforts. Furthermore,although there is the apprehensionthat the leakage problem may be substantial,the resources to fully quantify the problem and to develop a systematicapproach to its resolutionhave not been available to HMWW. Accordingly,and apart from prompt measures to repair visible leaks where possible,HMWW's leak detectionand repair efforts to date have been largely ineffective.
2.38 Other Unaccounted-forWater Management: Apart from the control of meter accuracy (para 2.36) and system leakage (para 2.37), the other aspects of 'unaccounted-for'water can include inaccurateor corruptmeter reading and illicitconnections. Efforts to come to grips with these issues are hampered by a cumbersomemanual billing and collectionsystem, by a lack of internal audit procedures related to meter readings and by inadequatesystem maps and records.
2.39 Operation and Maintenance: There is a need for a more systematic approach to some aspects of water system operationand maintenance. These aspects include, for example, the operation and maintenanceof water treatment plants and of pumping scations,as well as leak detection and repair in the distributionsystem, and the replacementand repair of leaking service connections. This issue is linked to the lack of any systematicpersonnel trainingprogram and to the lack of management informationsystems which link operationaland financialdata and produce informationin a timely manner for use as a tool in management decision-making.
Sanitarv Sewerage and Sanitation
2.40 Inadeguate Sanitary Sewerage System Ca2acity: The present sanitary sewerage collection system capacity is inadequate,and sewage flows in excess of the capacity discharge to open surface water drains and to natural water courses; this results in serious environmentalpollution and risks to public - 11 -
health. MCH has prepared a 'Master Plan' for the rehabilitation, strengtheningand extensionof this collectionsystem, including the rehabilitationof a treatmentworks which has been defunct for many years, which has resulted in untreated raw sewage being presently used for irrigation;this situationhas also brought some health risk. Funding constraintshave seriously impaired progress with the implementationof the Master Plan, but some improvementsto the collectionsystem and the reconstructionof the defunct treatmentworks are ongoing.
2.41 Sanitarv Sewerage System Under-utilization:Although overloaded, the sanitary sewerage collectionsystem is at the same time under-utilizedin the sense that many buildings within the sewered area are not connected to the system, but discharge their wastewater directly to open surfacewater drains and to natural watercourses,further compoundingthe health risk and environmentalpollution problems referred to in para 2.40.
2.42 Lack of Household Latrines: Both inside and outside the sewered area of Hyderabad there are many households,generally concentratedin slum areas, which are without household latrines. The residentsof such households have no alternativebut to resort to open-air defecation in public streets and lanes and vacant urban lands, which still further compounds the problems of environmentalpollution and risks to public health (paras 2.40 and 2.41). MCH, through its Urban CommunityDevelopment Department, is implementinga low-cost sanitationprogram under the auspices of an ODA-assistedslum improvementproject. These efforts representan importantstep in the resolution of this problem and have permitted the accumulationof relevant experience in MCH. However, because of their scale, they representonly a partial solution to the total problem.
2.43 Regulation of Sewer Use: Industrialpollution control in Hyderabad and environs is institutionallythe responsibilityof GOAP's PollutionControl Board, but the processes for the administrationof regulationsare in an evolving phase. Meanwhile, there is evidence that some industrialwastes, because of their chemical and physical characteristics,are causing corrosion to the pipes of the municipal seweragesystem. There is, therefore,a need for regulationsconcerning sewer use, which, as a minimum, would require the pretreatmentof those industrialeffluerzs which may cause damage to the sewer system or impair the sewage treatmentprocesses downstream,but which would also control the discharge of wastes which may cause hazardous conditions for the general public or for workers in the sewerage system.
2.44 Operationand Maintenance: While under the jurisdictionof MCH, operation and maintenanceof the sewerage system, and especially the treatment facilities,have not been adequately funded. This may be partly a result of the way prioritieshave been set, but it is no doubt also the consequenceof the more general weakness of the financialresource base and taxing authority of MCH. As with the water system, there is also a lack of any systematic personnel training program, and a lack of management informationsystems to provide operationaland financialdata and analysis in a timely manner to aid managementdecision-making. - 12 -
FinancialIssues
2.45 CaRital Financing: In recent times, the financingof capital improvementsto Hyderabad'swater supply and sewerage systems has been largely through GOAP grants to H1WW and MCH, although there has been some financing through loans from the Life InsuranceCompany of India to MCH in the case of sewerage system improvements. With this dominantlygrant-financing mechanism, the principle of capital cost recoveryhas been essentiallyoverlooked.
2.46 ODerationand MaintenanceFinancing: Over the past few years until recently, in the case of water supply, HMWW's revenues from the sale of water and other consumer charges have not met the costs of operation and maintenance. This has been partly the result of the drought conditionsand the shortage of water availablefor sale. It has also been partly the result of tariffs which were previously too low and of a level of revenue collection which leaves room for improvement.
2.47 However, in Hyderabad, GOAP institutedwater tariff increasesof over 100 percent for industrialand commercialusers effective December 1, 1986, and of some 150 percent for residentialusers were institutedDecember 1, 1987 (para 5.04). Furthermore,about ninety percent of Hyderabad'swater connectionsare metered, and the charges for domestic water consumptionare according to a progressivetariff structure. The overall tariff structure provides for some cross-subsidyfrom commercial-industrialusers and from the more well-to-do larger domestic consumersto the poorer groups, who obtain a modest but adequate quantity of water for small and affordable charges. In Andhra Pradesh but outside Hyderabad,GOAP has, since early 1986, instituteda series of policies related to urban local governmentparticipation in the financing of new investmentsin public water supply s'jstemsin forty of the larger urban areas of the state.
InstitutionalIssues
2.48 The organizationalform of HMWW, which was that of an agency of GOAP (para 2.12), has hampered the developmentof a corporatemorale and loyalty. In addition, the reliance on GOAP grant fundinghas constrainedthe developmentof a sense of autonomy and full responsibilityfor the management of all aspects of the provisionof a safe, reliablewater supply for Hyderabad. Accounting systems in HMWW follow traditionalgovernment cash accounting practice,whereas a more "commercial"approach, includingthe maintenanceof full capital accounts and the preparationof balance sheets, is more appropriateto the needs of what is essentiallya utility organization.
2.49 The responsibilityfor sanitary sewerage has been with MCH, where this service'sclaims for manpower and funds have had to compete with the whole array of other municipal government services,and within an organization whose funds and fund-raisingcapacity have been inadequatefor its manifold purposes (para 2.44).
2.50 The institutionalrearrangements (paras 2.12 to 2.15) will provide the opportunityfor increasedinstitutional and personnel accountability,and for increased autonomy and commercialorientation. - 13 -
The Bank's Sector Role and Assistance Stratery in India
2.51 The Bank's strategy in the water supply and sanitationsector has been to seek: (a) the efficientutilization of resources through appropriate technology choices and sound engineeringdesign and construction;(b) an imnrovementin institutionalcayacity in relation to (a) and also in relation to the managenentof operation and maintenanceand of finance, includingthe introductionof 'coumerciallaccounting; and (c) oricing nolicies which encourage water conservation, render the services affordable to as many of the poor as practicable,ensure adequate financingof current expendituresand produce internallygenerated funds for further investment.
2.52 The Bank Group began supportingwater supply-sanitationprojects in India in 1974 and through the end of FY 1989 had approved eleven projects in this field, which account for US$804 million in IDA Credits and US$93 million in World Bank Loans. Most of the further eleven urban projects, accounting for US$990 million and US$44 million respectivelyin Credits and Loans, have contained substantialcomponents of water supply and sanitation investments, not only for on-site infrastructureto serve slum-upgrading,area development and sites and services components,but also for off-site and city-wide infrastructureimprovements. A schedule of these projects is in Annex 2.
2.53 Of the twenty-twowater-sanitation and urban projects, eleven have been single-cityprojects, of which ten have been in the metropolitancities of Calcutta,Bombay and Madras, which together account for about 15% of the total urban population of India; the remainingsingle-city project was in Kanpur. In more recent years, there has been some shift of focus to include state projects for a selected group of towns in a state. To date, eleven such projects have been approved in eight states; these states together account for about 60% of the urban populationof India.
2.54 Five of the urban and six of the water supply-sanitationprojects, which were Bombay I, Uttar Pradesh, Bombay II, Punjab, Maharashtraand Rajasthan, have been completed. A review of the project completion reports I/ indicates that the physical works financedby the Bank Group have been implementedlargely satisfactorily,although some implementationdelay has been experiencedin most projects. Delays have been variously the result of failures to provide local currency funding, delays in procurementapproval, difficultiesin obtainingscarce commodities,land acquisitionand related delays in the courts, inadequatelydetailed project preparationand unduly optimistic scheduling. However, efforts to reduce costs through the judicious selectionof service standards,through the assessment and comparison of alternativesduring project preparation,and through the use of lower-cost technical options have been increasinglysuccessful. More recent projects have included programs to develop, test and promote low-cost sanitation technologieswith assistance from the World Bank/UNDP TechnicalAssistance Group (TAG). The major concern on the physical side has been the
1/ These are Nos. 5875 (October,1985), 6242 (June, 1986), 6935 (September, 1987) and 7202 (AprJl 1988) f3r four of these projects. Those for Bombay II (June, 1989) and Rajasthan (April, 1989) are not yet formally issued. - 14 -
unsatisfactorystandards in the operation and maintenanceof the completed facilities;this problem in directly linked to institutionaland financial issues.
2.55 Past groiects have been less than fully successful in achieving institutional,financial or economic goals. These goals generallyhave focussed on improving project and operational management information systems, improving financial accounting and reporting systems, and achieving full or substantialcost recovery on capital investments. The Government of India shares the Bank's concern over this and collaboratedwith IDA through the erstwhileCentral Ministry of Works and Housing and the relevant state governmentsin a review of past performanceand in the preparationof the X22= 'Water Supply and Sewerage Projects Financedby the World Bank in India - Financ4al and InstitutionalPerformance"; 1986: Bank Report (046-IN. This report reviews five aspects of Bank-assistedprojects which had the objective of increasingoperational efficiency. These were: (i) Leak Detection, (ii) Billing and Collection, (iii) Tariff Setting, (iv) Accounting,and (v) Management InformationSystems. Under the broad heading of "Institutional Strengthening'this report also reviews achievementsin relation to the three goals of (i) increasingthe accountabilityof sector agencies and their component organizationalunits and individualpersonnel, (ii) enlarging the sector organizations'capacity to recruit and develop staff and (iii) encouraginggreater initiativein the sector organizationsby greater autonomy and a more commercialorientation.
2.56 This review revealed that failure to implementsome agreed initiativeshas contributedto inefficiencyand to inadequatecost recovery and thus under-financingof operationsand maintenance. The difficulties appear to have resulted from several inter-relatedproblems. First, the initiativesthemselves were often too ambitious. Second, the reforms and the detailed operating proceduresneeded to implementthem have not always been thoroughlydeveloped or adequatelypresented. Third, realisticschedules needed for implementingnew procedureshave not always been planned or coordinatedwith the training and technicalassistance needed to facilitate desired changes.
2.57 Moreover, there has been some history of opposition to water tariff increasesand the metering of consuoption,arising in part from a traditional view that water services are a "publicgood" which should be provided free of charge. In some cases, politicianshave been reluctant to approve water tariff increasesbefore service improvementshave been fully realized. However, there is a growing recognitionamong policy makers and the public that, in order to extend water and sanitationservices to the majority of the population,a large proportionof the needed funds must be generated through direct user charges. This principle is now well recognized in AP and in Hyderabad.
2.58 This review also pointed out, however, that there is a growing acceptanceby the Government of India and state governmentsof the fundamental objectives incorporatedin the Bank's sector program, and that there are good prospects of achieving improved sector performanceover the medium to long term. To move in this direction,however, a number of measures are needed. First, legal covenants should be used only if the action is critical to -15 -
project success. Second, the Bank can realize greater practicabilityand flexibilityby placing greater reliance upon 'OperationalAction Plans", agreed from time to time, and revised in the light of experience and changing conditions. Third, persistent supervisionof ongoing projects and strengthenedsector policy work will be required to achieve this performance. Fourth, the attitudinaland institutionaladjustments under way in the sector will take time and project objectivesneed to be formulatedaccordingly. In addition,follow-up projects and the extensionof projects to other statesare needed to maintain continuityand consistencyin the sector policy dialogue and to pursue the issues now being identifiedin more detail. At the same time, the Bank will have to seek more active participationby central government agencies as policy intermediariesfor disseminationof sector policies and experiencesto the different state governments.
2.59 The proposed HyderabadWater Supply and Sanitationproject has been prepared and appraisedwith these lessons of experiencein view (paras 2.54 to 2.58). To aid efficientand prompt procurement,the Bank reviewed before negotiationsbid documents for project elements on the critical path and model documents for use throughoutthe project. The technicalassistance, included in the project, addressesthe issues of investmentand operational efficiency. To further aid prompt commencement,outline terms of reference have been prepared for all the technicalassistance included in the project (Annex 8). The technicalassistance in the areas of management information and accounting systems includes operationalassistance in the implementation of the findings and recommendationsof studies. The terms of reference for unaccounted-forwater management,including water system leak detectionand repair, include the analytical frameworkfor the prioritizationof parts of tie system for attention, and the basis for justificationof repair.
IIII THE PROJECT
Project Origin and Rationalefor Bank Supoort
3.01 The project, as originallypresented to the Bank Group for consideration,was the "Manjira Phase III Stage 2" project, which essentially twins the correspondingStage 1 project, now under constructionand scheduled for completion in 1989. Each stage is planned to provide an additional 135 Mld of treated water to various points on the outskirtsof Hyderabad. The source of water for both Stages 1 and 2 is the Singur Dam, which has been financed separatelyby GOAP and whose constructionby GOAP's Irrigation Departmentwas substantiallycompleted by June 1989. During project preparationthe project scope has expanded to include complementary investmentsin the rehabilitationand strengtheningof the existing water supply and sewerage systems and a low-cost sanitationprogram, and technical assistance and training for institutionalstrengthening. The scope of the project has also been expanded to include the resettlementand rehabilitation of those people displacedby the Singur Dam and Reservoir. For the sake of assurances regarding the structuralsafety of the Singur Dam, GOAP has appointed a Dam Review Panel (DRP). - 16 -
3.02 The proposed project would improve the water supply and sewerage *ervices provided in Hyderabad, the sanitary conditions,and the environment with their associatedrisks to health. 'hus,it would address the lending issues described in Section II. The Bank's involvementwould: (a) assist the financingof the works, (b) help develop needed policy and financial discipline,and (c) introducepersonnel developmentand training on a systematicbasis to improve operationaland administrativeefficiency. The project will have a useful demonstrationeffect because Hyderabad is the state capital and an importantcity. The project, therefore,fits well with the Bank's and government'soverall aims of promotingefficiency, improved resource mobilizationand allocation,and institutionaldevelopment. Additionally,the Bank's involvementwill assist measures to ensure the present and future safety of the Singur Dam, and the equitable treatmentof those whose property and livelihoodare affectedby the flooding of Singur Dam Reservoir. The followingtable summarizesthe planned impact of the project. -17-
TAILE3.1 PRESENTSITUATIoN AUD PROECT IPIOVEMENTS
PRESENTSITUATION POST-PROJECTCONDITION WATL3ER"L1 With Ongoing 1.* ross sUPPlY Presen .cJa.. a) Total service area J/ rnon-dc-oushtytea 14 led 18 Led 224lcd - droumht years tapprox.) 96 led 137 led 177 lcd b) Within MCIIArea °/ rwn-drouomtn years 102 Led 152 Lcd 201 led -drought yers (approx.) 44 td 94 lcd 143 led
2. Vulnerobility of Very vulnroble. within MCHthe Le vurwlnrablo. Within NCHthe supply to drought drought year supply is only about dreuahtyear supply mitl be about 402 of the supply avoilabLe in non 70X of the supply evailable In non- drought years. drought years.
3. Distribution Inadequatecapacity to distribute WILLbe adequate,and alsocapable System future supply quantities at adequate of inter-zonaltransfers of water pressures. within the system, which reduces the drought vulnerability of soa_parts of the system.
4. Mapsand Records Very inade"uate for good mintenance Cooplete ompsand records of the and for unaccounted-for water system will be prepared with TA managementpurposes. included in the project. Thesewill also be helpful in reducing the re.er of illicit connections.
S. Leek Detection n,d Lack of bulk m_ters and aggregated With TA included in the project, a Repair consumptionrecords makeit long-term progrem will be developed fopossible to quantify the amo4ntof for ureccounted-for water water lost. Inadequatemaps nd management,including leek detection records of the system makeit and repair. The highest priority difficult to effect repairs. componentsof this program witl be Presentlyonly visible Leaks are effected during the implementation repairedwhere practicable, of the project.
6. Operationand Needsstrengthening, especilLy with O&h willbe improvedby the stronger Maintenance(OIN) respectto watertreatment plants, financialposition of IlWNSSS, pumpingstations nd sonmeapets arisingfrom the rewcost-recovery of the distributionsystem. policy,and itsmore efficient mwaement urderthe new organizationalarrengement, both supportedby the projectduring its Implementation. OIN will also be inprowvedthrough a systematic persormel training progrm avndthe preparation of ONM mnuwalsfor use as a day-to-day reference guide and in the personnel training provided underTA of the projectand supportedby theproject during its implementation.
1I Estimated1991 population of the totalservice area ls 3.40million.
3/ Estim_ted1991 popuLation within the MCM area is 2.n3million. iIs -
TABLE3.1 PRESENTSITUATION ASD PiOJECT I Ml'ES (CONT 6D)
KEYTOPIC PRESENTSITUATION POST-PROJECTCONDITON
SAITARYhWE SITATIN
7. Collection System Quite inadeuate. The systo is Poet-project capacity will be Capacity overLoaded*nd overtfLows to open adse te, allowing for fuLl system surface wter dramnsid to natural utilization within tho souwrad area watercoursas, causing nwirr ivntal and for further system and urban pollutionand health risks, growth. Redaed pollution nrd hoelth risks.
8. CollectionSystsm Many buildingswithin the scwerod A mach iigher level of utilization Utilization *rea ro not cormvectad to the system through the provisionof 22,000 wd dischargewastewater dir etly to additiornlsewer cormoctionruder open srface water drains and to the project. Reduced wnvirowA_ntel natural watercourse, canuing pollutionand health risks. erwirnmenrtalpollution id health risks.
9. Treatment The existing sewg treatment plant The provisionof additional (53 MId) has become defunct duo to treatmentcapacity (180 MId) wider inadbquatemaintenance. Rw sewage the project and the ongoing is uaed for irrigation. There are rehabilitationof the existingplant health risks involved, by MCH (114 Mid) witl give adequate treatment capacity, aLlowing for full system utilization and for further system and urban growth. Treated effluent will be used for irrigation. Reduced health risks.
10. Household Latrines aNwy of the poorer households are Most of the poorer households will without househo;d Istrine". The have a household latrine, provided reidents must resort to open-air under the ODA-assisted Slum defecation. Environmental pollution loprovement project or by the 4C,000 and health risks result, latrines included in this project. Significant reduction in environmental pollution and health risks.
11. Sewr-use At present, there are no sewer-use Sewer-use reguLations will be Rewulation regulations. So*.. of the industriaL prepared with TA included in the w"ates being discharged to the project. The objective i' to sewerage system are causing control the discharge into the corrosion of the sewrs. sewers of wastes which corrode the sewers or which have a deleterious effect on sewage treatment or on the safe disposal of treated effluent, or cause conditions in the sawers that may be hazardous zo those working on sewer system maintenance or the general public.
12. Operation and aIM ha ben under-funded and OL will be improved by the stronger Maintenance (OIM) inadequate and on consequence is financial position of HNWSSB, the defunct existing sewage arising froem the new cost-recovery treatment plant. policy, and its more efficient management under the new organizational arrangement, both supported by the project. OSM wilL also improve through a systeemtic personnel training progrm and the preparation of MMN manuals for use as a day-to-day reference guide and in the personnet training provided under TA of the project. - 19 -
TAILE 3.1 PRESENT SITUATIONAND PROJECT IMPROVEMENTS(CONT O)
1AMAGEMENT.FINANCE. ACCOJNTINGANO PERSONNEL
13. Accounting System Cah bsd nd m_intainedmiutlly. WiLL be mad more efficientby a Camrot gnerate financial computerized syst_m and personnel informationfor use in management training, designed wnd introduced decision-makingin a t:eely miner. with TA included in the project. (A copa nentof an Ipprovedmanwapeont inform_tionsystem.)
14. iLLing *nd The billing systm and the cansuomr A computerizedsystem for the Caollction receivablerecords are maintained maintnawice of conmser accounts, mansutly. Collectiono are about and persoelmt training In its use, 70X. An aggregte picture of the witl be designed and introduced with position w* trends Is not 9gnerated TA provided under the project. This by present system. will permit morcefficient retrievat and ag9regtion of key data, which wiIt aid a better levwiof collection.
15. reneral "anagewhret dlnpered tm the tack of timely data 'ilt be iDrovel bf a covnpiterized w'd analysis of nge'tioral and nqogement into "tioe system and firncial data personrel traininq In its use, designed and intrx$u:rdwithi rA included in the prv e*t,
16. Tariff Reviews Current tariffs are at an Reviews of the level 2nd structure appropriateLevel because of of tariffs will be condicted substantialrecant increaes. annually in context of mediun-term Nowever,the review process has been financialprojectiors (pars 5.12 and ad-hoc and at sbout three to four Operational Action Plan - Arnnex 14). year intervals.
17. Cost Recovery In recent years there has boen only There will be full cost-recoveryof partial recovery of the OIN costs both the irvestment and O&L costs for both water supply and sewerage. for both water supply and sewerage. There will be partial cost-recovery for household latrinesprovided under the project.
18. Project Management Effectivenessand efficiencyare Increasedeffectiveness and haeperedby the use of simple manual efficiencyachieved through the use project monagementsystem. of a comprehensivecomputerized project managementsystem and personneltraining, designed and introducedwith TA included in the project.
19. hateriaeLs Uraystemeticand weak. WilL be strengthened through the use KMnagement of a computerized system and Stores Control personnel training designed and introducedwith TA included in the project.
20. PersonnelTraining There is no trainingprogram or There will be a comprehensiveand policy. Very Little trainingis ongoing trainingprogram for availableto personnel. personnelat all levels, desigred with TA included in the project and supportedby the project during its implementation. . 20 -
TABLE 3.1 PRESEhT SITUTION ANDPROJECT IMPROEMENTSCCONT'O)
SINGUEOM SAfETY
21. Dm Review Panel An Independ nt DaM Review Ponel The DORPwill be mintoind until the (DIP) hao boen appointed by GOAPin dma is ready to be turned over for con uttatirn with the ank. operation and m_intenwnce.
22. Dm Safety The DIP has recomnmndeda number of Measures recomwbeded by the DIP will Measures physical mestureo rlotated to dam be inplmented. safety NW a ner of invetigtion. studies *d tests witch art expected to lead to the definition of further physical mlesures.
RESETTLEMENTAM REHAIILITATION (RSA)
23. Resettle_nt The tUR Progrm Is inrliud.d here as Displaced households will be Arrx 7. An stimatod 4,120 reosttled in new villoags provided hauseholds are being displced by with Internrl Infrastructuwe end the Sinlpmrdam reservoir. access roacsi
24. Rehabilitation As wellas those displaced(above), Those affected will be bonefitting add1itfoal 2,000ho.a,solds are frm either ir.igation borewlt havingsrbrged a part of their sches provided ur'werthe project lwr but not thei- dweteings. or frm eeployment/eelf-voplayment training schews provided under the project. - 21 -
Project Objectives
3.03 The major project objectivesare:
(a) to provide health, economic efficiencyand environmentalbenefits through (i) an increase in the quantity and an improvementin the reliabilityof the water supply, (ii) an improvementin both the capacity and the utilizationof facilitiesfor the collection, treatmentand disposal of wastewater,and (ii'! achieving a major reductionon the number of householdsnot having safe vjxcreta disposal facilities;
(b) to strengthenthe management,technical. and financialperformance of sector institutions;
(c) ensuring that those people involuntarilydisplaced by the Singur Dam and Reservoirhave a reasonable opportunityto improve, or at least ma'ntain, their productivebase and income-earningcapacity, as members of a sccially integr:.cedcommunity having social, religious and physical infrastructure;and
(d) the preparationof future urban and water supply-sanitation projects.
Project DescriDtion
3.04 The project has six components: (1) the Manjira Phase III Stage 2 scheme to transmit,treat, store, and pump 135 Mld of water from the Singur Dam Reservoir; (2) the rehabilitationand strengtheningof the existing water system; (3) the rehabilitationand strengthening(but not extension)of the existing sewerage system includingthe provision of additional sewage treatmentworks; (4) a household latrine (low-costsanitation) program; (5) resettlementand rehabilitationof the people involuntarilydisplaced by the Singur Dam and Reservoir;and (6) institutionalstrengthening through technical assistanceto and personnel training in HMWSSB. Details of cost estimatesand implementationschedules are given in Annex 10.
3.05 Component1 - Manjira Phase III Stage 2. I/ (Base cost US$34.0 million - Rs 543.9 million.) The Singur Dam, located some 67 km north-west from Hyderabadand impoundingthe Manjira River, is under
1/ Certain works in the Manjira Phase III Stage 2 project have been initiatedby HMWW prior to appraisalunder LCB procedures. These works are not included in either the detailed project descriptionsor the project cost estimatespresented in this report, and are not proposed for Bank project financing. These prior commitmentsare for: (i) steel plates from which to fabricatethe Peddapur to Singapur pumping main, (ii) 23 km of 1200 mm dia PSC gravitymain from Singapur to Osmansagar, (iii) 8.7 km of 1200 mm dia PSC gravitymain from Osmansagarto Shaikpet,and (iv) a 5.5 Ml surface service reservoirat Shaikpet. The cost of these goods and works is Rs 18.95 million. - 22 -
constructionby the IrrigationDepartment of GOAP. It was substantially completed in June 1989, except for the installationof electric power generating equipment,which is planned for 1990. This project componentwill provide an additional 135 Mld of treatedwater from the Singur Dam through about 83 km of transmissionmain, of diameter ranging down from about 2000 mm to about 1050 mm, to several existing reservoirs,and to two reservoirs included in this project component,of about 12 Ml and 3.6 Ml respectively,on the outskirtsof Hyderabad. Treatment, clear water storage and pumping will be provided along the main transmissionmain and the provision of about 14 bulk flow meters, to provide informationfor improved system monitoringand management,is included. This scheme essentially'twins' the corresponding Stage 1 scheme, which is now under constructionand planned for completion in 1989.
3.06 This componentof the proposed project would increase the normally availablewater supply from 72% to 87% of the 1991 demands of the estimated 3.4 million people to be served by the system by tnat time, and o' the concurrentdemands from commercial,iristituitiornal and industrXalconsumers. It will also improve the fundamentalreliability of the sltpplyby increasing the proportion of the total water produced from a major river basin, which will have a proportionallylesser year-to-yearvariation in flow than that from a smaller basin, and provide seasonal and carry-over storage for the existing sources for the Manjira Phase I and Phase II schemes on the Manjira River downstream of Singur at the Manjira Barrage. This Component 1 will address the water quantity and quality improvementobjective described in para 3.03(a).
3.07 Component 2 - Rehabilitationand Strengtheningof the Existing Water System. (Base costs US$27.2 million - Rs 434.4 million.) The main items included are: (a) four distributionreservoirs having an aggregate capacity of about 32 Ml and related connectionmains; (b) about 22.5 km of trunk distributionmains ranging down from 1000 to 400 mm diameter to facilitate inter-zcnaltransfers of water and improve distributionsystem reliabilityin drought years; (c) replacementof 4.5 km of leaking transmissionmain with 1570 mm diameter main from Ramchandrapuramto Bharat Heavy ElectricalLimited (BHEL); (d) rehabilitationmeasures at the four existing treatmentplants and several pumping stations; (e) provisionof three new distributionpumping stations of about 7, 21 and 35 Mld capacity; (f) distributionsystem rehabilitationand strengtheningby the repair of existing reservoirs,by the twinning or replacementor repair of existing distributionmains and service connectionsand meters of inadequatecapacity or in poor condition; (g) provision of 48 bulk flow meters to provide informationwith which to improve system monitoring and management;and (h) provision of leak detection, laboratoryand other miscellaneousequipment to aid operationand maintenance. More detail of the existing system and this Componentis in Annex 3.
3.08 This componentof the project will improve the reliabilityof the water supply by includingmeans whereby water can be transferred,within the trunk distributionsystem, from areas normally supplied by a less drought- vulnerable source to areas served by a more drought-vulnerablesource. It will also enhance the benefits derived from prior water supply investmentsand provide equipment to aid effectiveand efficientmanagement of operation and maintenance. This componentwill address the water supply reliability - 23 -
improvementobjective describedin para 3.03(a),and institutionalperformsnce improvementobjective described in para 3.03(b).
3.09 Component 3 - Rehabilitationand Strengtheningof the Existing Sewerage System. (Base Costs: US$24.8 million - Rs 395.7 million.) This component is for the purpose of rehabilitationand strengthening(but not extension)of the existing sewerage system. It includes: (a) connection to the sewerage system of about 20,000 sanitarybuilding drains now discharging into open storm drainage channels; (b) about 26 km of branch sewers of 200 to 300 mm diameter, mostly to twin or replace existing sewers of inadequate capacity or in unsatisfactorycondition; (c) about 43 km of trunk sewers of 300 mm and more diameter to an 1850 x 1850 mm box conduit or approximately equivalent circular pipe, mostly to twin or relieve existing sewers of inadequatecapacity; (d) up to two large (about 6700 and 1500 lit/s) and up to two small (about 280 and 80 lit/s) pumping stations: (e) up to four pumping mains of total length 925 m and ranging in diameter from 250 to 1350 mm; (f) a sewage treatmentplant comprisingan anaerobicfollowed by aerated lagoon system with a terminal settling zone at Amberpet,of about 180 Mld capacity, including its power supply and the provisionof laboratorvequipment; (g) equipment for the maintenanceof the sewerage system includingsewer cleaning equipment (one jetting machine and 4 bucket-typemachines), vehicles and closed circuit TV equipment for sewer inspection. More detail on the existing system and this component is in Annex 4.
3.10 This componentwill address the objectivedescribed in para 3.03 (a). It will: (a) enhance the benefits derived from prior seweralge system investments,including the improved utilizationof the exist';.g sewerage system; (b) improve sanitary and environmentalconditions; and (c) reduce health risks.
3.11 Component4 - Low-Cost Sanitation.(Base costs US$2.8 million - Rs 45.0 million.) This component is for the constructionof about 20,000 pour-flushwater-seal household latrines,which would serve about 120,000 mostly low-incomepeople, inside and outside of the sewered areas within the municipal limits of MCH. Some of these latrinesmay substitute for existing but unsanitarybucket or dry pit latrines. In sewered areas, these latrines will be connected to the public sewers. Elsewhere, twin-pit pour-flushwater- seal technologywill be used; the soil conditionsare generallysuitable. In either case, the costs are similar. There is a need for this number of latrines, in addition to those provided under the recent and the impending ODA-assistedprogram (para 2.30). More informationon this component is in Annex 5.
3.12 This componentwill provide a low-cost means of safe excreta disposal for many of those in Hyderabad,concentrated in the poorer groups., who do not have satisfactoryprivate household latrines or any latrines at: all. It will address the health risk reduction and environmentaiimprovement objectives described in para 3.03(a).
3.13 Component 5 - Resettlementand Rehabilitation. (Base costs US$7.4 million - Rs 117.7 million.) This componentis to provide for the resettlementof the estimated4,120 householdswhose dwellingswill be submergedby the filling of the Singur Dam Reservoir, and rehabilitation, - 24 -
where required, of these and an estimatedfurther 2,000 households, a part of whose lands, but not their dwellings, will be flooded. This component addresses the objective given in para 3.03(c). Its definition is based on a Relocation and Resettlement Plan prepared by GOAPwith consulting assistance from the Centre for Economic and Social Studies (CESS) of Hyderabad, and subsequent discussion between GOAP and the Bank leading to the agreed Resettlement and Rehabilitation Program (Annex 7). The physical works to aid resettlement may be subject to some modification in scope, to be agreed with the Bank, as a result of evaluation during implementation [para 3.16(c)]. As presently estimated, they comprise: (a) the construction, including metalling, of about 70 km village approach roads and the metalling of about a further 20 km of such roads; (b) the construction, including metalling, of about 59 km of internal roads in new village sites being and to be established; (c) the provision of about 89 borewells and about 20 piped water supply schemes for village drinking water supply; (d) tha provision of school buildings, includirng about 190 classrooms; (e) rh-.provision of about 23 community ha.ls, about 29 general purpose buildings, about 7 primary health centers, and about 16 veterinary clinics to serve the resettled population; and (f) the provision of electricity to the new settlements through the construction of about 34 km of electric power transmission lines and the installation of about 14 transformers.
3.14 The rehabilitation program may also be subject to modification, to be agreed with the Bank, as a result of evaluation during implementation. As presently estimated, it includes self-employment and employment training schemes, to be administered on a grant basis, for the benefit of an estimated 1524 and 270 families respectively. These are small and marg.nal farmers, previously holding 2 ha or less, who were at or below the poverty line, and whom it is judged would have difficulty re-establishing a livelihood in agriculture. The rehabilitation program also includes, as present]y estimated, the provision of about 315 irrigation borewells to assist those who both were and will be farmers, and free housing for the Scheduled Caste and Scheduled Tribe families among the affected population, who have worked as agricultural laborers and who are expected to continue in this employment.
3.15 Further details of the Resettlement and Rehabilitation Program (RRP) included in the project are in Annex 7. In brief, the construction of the Singur Dam is approaching completion; it has been constructed and financed separately from the project. The reservoir, when filled to the full reservoir level (FRL) 523.60 m msl (meters above mean sea level), will flood 13,122 ha in AP and a further 736 ha in Karnataka upstream. The filling will take place in two phases. During Phase 1 the reservoir was to be filled to El 520.00 during the June to September 1989 monsoon season; in Phase 2 the reservoir will be filled to the FRL during the 1990 monsoon. Within the area to be flooded there are 27 village sites - all in AP - having 4120 households, of which 15 villages with a population of 1695 households will be submerged during Phase 1 filling. In AP, a further 42 villages and an estimated 2,000 households will be affacted by the submergence of a part of the agricultural iands on which these villages depend. No village sites will be submerged in Karnataka.
3.16 Agreement was obtained at negotiations that GOAPwill: (a) implement the RRP in accordance with a three-year timetable commencing 25 -
April 1, 1989; (b) monitor all activity and problems arising in the implementationof the RRP through the office of the District Collector,Medak District; (c) engage, as a Consultantbefore March 31, 1990, an independent social science research organization,acceptable to the Bank, to undertake a supplementarymonitoring of RRP implementationprogress and provide an independentevaluation of implementationeffectiveness, in relation to agreed RRP objectives,according to terms of referenceto be agreed with the Bank which, inter alia, will provide for the preparationand submission to GOAP of monitoring and evaluationreports at six-monthlyintervals; and (d) determine promptly, after the receipt of each such monitoringand evaluationreport, and in consultationwith the Bank, revisionsto the RRP, taking account of implementationprogress and the findings and recommendationsof the independentmonitoring and evaluationreports.
3.17 ,I titutional Strengthening oent 6. (Base Costs: 13U3.9 million - Rs 61.9 million.) This componertcomprises both technical assistance - to both GOAP and to HMWSSB - and personnl3 training elements. It addresses the objectives given in paras 3,03 (a), (b), (c), and (d). ThLe technicalassistance eler'ent to GOAP comprises: (a) the services of the Dam Review Pasiel(DRP - para 3.24 and Annex 6); (b) the services of an independert social science research institutionto conduct independentmonitoring and evaluation of the Resettlementand RehabilitationComponent (RRP - para 3.16 (c) and Annex 7).
3.18 Further detail of the technicalassistance to HMWSSB, including outline terms of reference for the consultant-assistedstudies, is provided in Annex 8, and further detail of the studies to assist HMWSSB with the formulationof a Training Action Plan are in Annex 9. The concepts of these studies have been developed in close consultationwith HMWW and the consultantswho assisted project preparation. Included are: (a) surveys and infrastructuremapping; (b) unaccounted-forwater management studies; (c) detailed water distributionanalysis and the final design of Project Component 2; (d) studies leading to the preparationof water and sewerage system operationand maintenancemanuals; (e) sewer conditionassessment studies; (f) the final design of Project Component 3; and (g) studies, includingstudies to prepare future urban and/or water supply-sanitation projects,yet to be identified. In the management,finance and accounting area are included the developmentof, and related implementationof personnel training for: (h) accounting and management informationsystems; (i) project planning and control systems; (j) improved revenuebilling and collection systems; and (k) materialsmanagement and stores inventorysystems.
3.19 During negotations,assurances were obtained that studies to prepare a comprehensiveTraining Action Plan be conducted jointly by AP's DHMAUD and HMWSSB; outline terms of referenceare in Annex 8. AP's Pollution Control Board, working in collaborationwith HMWSSB, will take measures to control the adverse effects of industrialwastes in the sewerage system.
3.20 Assurances were obtained at negotiationsthat HMWSSB will, as provided in the OperationalAction Plan, before the dates prescribedbelow, engage consultants,in accordancewith the Bank's Guidelines for the Use of Consultants,to work with suitably qualifiedteams deputedby HMWSSB, to - 26 -
undertake the work identifiedin para 3.18, generally in accordancewith the outline terms of referencegiven in Annex 8:
Engaged_bv DescriptionReferelnc
June 30, 1990 para 3.18 (h), (i), and (j); September 30, 1990 para 3.18 (a),(b),(c),(e),(f),and (k); June 30, 1991 para 3.18 (d).
3.21 PersonnelTraining. An outline of the consultant-assistedstudies needed to develop the training elements [para 3.19 (ii)] of this componentare provided in Annex 9. These studieswill define and quantify the training needs for various categoriesof sector personnel in RKWSSB and in other sector institutionsin the state of Andhra Pradesh. The linkages to the training aspects of the project's technicalassistance will be reviewed and the basis for setting training classificationsand prioritieswill be determined. The study will,review alternativeways of meeting these training needs and the study reports will present recommendationsas to a systematicapproach to personnel training,initially in HMDWSSBbut with a view to later expansionto embrace other sector institutionson a state-widebasis.
3.22 A July 1988 Bank sector trainingmission to India has recommended that: (i) the training study should identifyopportunities for beneficial collaborationwith other sector training institutionsin India, and review sector training study reports prepared for other Indiam water supply institutions,to avoid duplicationof effort; (ii) the training study report should not recommend investmentsin permanent training facilitiesunless these could be clearly justified;(iii) HKWSSB should appoint a Training Advisor, of not lower grade than SuperintendingEngineer; and (iv) the Training Advisor should be nominated for suitable overseas training (trainingof trainers)and then play a key role during the executionof the consultant-assistedtraining studies.
3.23 An understandingwas reached at negotiationsthat the preparationof a personnel trainingplan was essentialto the developmentof HMWSSB (para 3.19 (ii)3. HMWSSB's formal adoption of a Training Action Plan, developed in consultationwith the Bank, will be a conditionfor disbursementsagainst HMWSSB training expendit'ires.
Dam SAfety
3.24 The Singur Dam (para 3.05) is the source of the additionalwater to be supplied to Hyderabad under Project Component1, and has been constructed and financed separatelyfrom the project by COAP's IrrigationDepartment (ID). GOAP, in consultationwith the Bank, on October 12, 1988, appointed an independentDRP to: (a) review the safety of the Singur Dam and make recommendationsas to the measures necessaryof desirable to assure the safety of this dam; and (b) to review and report on the reliabilityof the drinking water supply planned from the Singur Dam. Since appointment,the DRP has held three substantivemeetings; minutes of these meetings have been provided by GOAP to the Bank. Some backgroundon the DRP, a summary of the DRP's recommendationsin the minutes of each of these three meetings and the TOR of the DRP are provided in Annex 6, - 27 -
3.25 The DRP has recorded its opinion that the Singur Dam is safe, subject to certain measures. Some of these measures are physical, and a large number of others are investigations,studies, tests and reports which may in turn lead to recommendationsas to additionalphysical measures. Most of these investigativemeasures are ongoing and some are yet to be initiated, either by or on behalf of GOAP's ID. In these circumstances,the available cost estimates,provided by GOAP are largely indicativeestimates prepared by engineeringjudgement. GOAP has indicated its intent to finance these costs from its own budgetary resources.
3.26 The physical measures identifiedto date include: (a) the constructionof relief wells; (b) the installationof piezometers;(c) the installationof surface settlementpoints and slope indicators;(d) the provision of devices for masonry dam uplift pressure monitoring; (e) the installationof IV'-Notchweirs for toe drain flow measurements;(f) the drilling of varJous test holes and sampling and testing therefrcm; (g) repair of the earth dam near the irrigationsliices: (h) repair of 1_hestone pitching on the earth dam and the possible provision of wave treakers; (i) the completior,and extensionof curtain grouting: (j) the provision of a deflection-typeparapet wall. k) the guniting (with wire mesh) of the upstream masonry trainingwalls; (1) the constructionof an apron downstream of the spillway roller bucket; (m) the provision of stand-bypower for gate operation; (n) the provisionof an air vent for the left bank irrigation sluice; (o) the provision of an emergencygate to avoid the need for a water supply intake air vent; (o) measures to contain leakage from the retaining- cum-trainingwalls at the junctionsof the masonry and earth dams. Upon conclusion of ongoing probable maximum flood (PMF) and reservoir routing studies, it is possible that (p) provision of an emergencyspillway may be recommended;an apparentlysuitable site for a fuse-plugtype of spillwayhas been identified.
3.27 During negotiations,agreement was obtained that GOAP will: (a) maintain the DRP until all constructionand remedialwork is completed and the Singur Dam is ready for operationand maintenance;and (b) subsequently ensure regular inspectionand evaluationof this dam in accordancewith sound engineeringpractice.
Sin2ur Drinking Water Suoplv Reliability
3.28 The utilizationof water from the Manjira River is controlledby an agreement among the riparian states of Maharashtra,Karnataka and AP. The agreement for the Singur Dam is specificallyfor imp-ovedwater supply for Hyderabad, although there are other benefits, inclutingthe improved reliabilityof the Hyderabad supply from the Manjira Barrage immediately downstream from Singur, the downstream irrigationuse of surplus flows and power generation from the monsoon flood flows which cannot be stored. It is a matter of AP State policy, which reflects India's National Water Policy, and agreed by GOAP's ID, that the first priority for the availablewater is Hyderabad'swater supply. The planned supply water from the Manjira is the sum of the 300 Mld for the Manjira Phase III schemes Stages 1 and 2, to be withdrawn from Singur and the 245 Mld withdrawn from the Manjira barrage by the existing Manjira Phases I and II schemes. The total of 545 Mld is - 28
equivalent to 7.0 TMC (thousand million cubic f6et per year). The DRP has expressed the opinion this amount can be supplied with a 92 per cent reliability; in other words, a lesser supply will be available, on the average, in only eight out of one hundred years. Higher levels of supply reliability are usually sought in public water supply practice; but the level available does not threaten the project justification in the circumstances prevailing in Hyderabad, because of the very high capital and operating costs of alternative supply sources (para 2.20).
3.29 The DRP's opinion, cited in para 3.28, is subject to the reservoir being operated with 2.0 TMC "carry-over" storage to accomodate the periodic occurrence of successive years of less than normal rainfall in the tributary watershed. To give practical effect to the AP policy on water allocation priorities, there is a need for 'Reservoir Operating Rules'. These, according to GOAP's Order No 190 MA of April 4, 1989, are to be formulated jointly by the Chief Engineers of Mlajor Irrigation and of HMWW.Accordingly, GOAP has:
(a) furxn5shed to the Bank drart operating rules for the Singur Dam, satisfactory to the Bank, together withlthe dsta and analysis documenting the justification for and the effectiveness of these rules, which will accord the first priority for the allocation of the available water to water supply for Hyderabad, up to and including an annual amount equivalent to 300 million liters per day from Singur Reservoir and up to and including an additional 245 million liters per day from the Manjira barrage; and
(b) taken measures to give legal effect, satisfactory to the Bank, to the agreed operating rules.
3.30 Agreement was obtained at negotiations that GOAPwill operate the Singur Dam in accordance with the operating rules approved by the Bank.
Proiect Costs and Financine Plan
3.31 Cost estimates for the project are summarized in Table 3.2 below and presented in more detail in Annex 10. The overall project costs are estimated at US$140.6 million (Rs 2,570.6 million), including US$13.1 million for physical contingencies, US$15.2 million for price contingencies and US$12.3 million for duties and taxes. The foreign exchange component is about US$35.0 million, or 254 of the total project cost.
3.32 The cost estimates, including estimates of the foreign exchange costs, are based on the findings of consultant-assisted project preparation studies, whieh reviewed the cost experience with similar works in Hyderabad. The foreign exchange component estimates rely on the consultant's judgement, based on experience, and include both the direct and indirect foreign exchange elements. With rare exception, the equipment and materials required are available from Indian manufacturers. The average base cost estimate for consulting services is considered reasonable; more than 95 percent of the person-months required are expected to be sourced in India. The physical contingency allowances throughout are at the rate of 15% for goods and 10% for works and services. The higher allowance for goods is used because certain small items of materials were not specifically accounted for in the estimates. - 29 -
Price escalationhas been calculatedon the basis of the following internationaland local inflationrates by calendar year:
_LM 19U 159 1990 1991 UM 22 1221 112 199715
Zmtezutional .03 7.2S 7.2X 4.43 4.41 4.43*4X *X 4.43 4.4 4.4X Locl 3.23 $.Ss 7.SX 7.01 7.0X 6.6SX.5X 6.53 6.13 6.03
TABLE 3.2 PR 'ECT COST ESTIMATES
i----n RS milLon ------in USA *1llon --- S-r- Coats are In Oct 1, Sass Costs are in Oct 1, 1989 Prices and include 1989 Price'j and include Dutiea and Taxes S S X TOTAL BASS r02TIGN Laca har*n TOTAL i"kLWA rOAIAco, 0s,o
CPT 1 Kanjira Phase I1I Stags 1 Water Supply 38.33 18t71 565.10 24.03 11.67 35.70 22X 313 332
CPI 2 Strengthen Relab. ExlstLng Water System 316.26 130.80 447.06 19.25 d.17 27.42 175 25S 29X
CPT 3 Strengthen Rehab. Existing Sewerage System 392.67 49.34 442.01 23.93 3.08 27.01 173 243 113
CPT 4 Low-Cost Sanitation 42.19 0.00 42.19 2.60 0.00 2.60 21 23 O0
CPT 5 Resettlement and Rehabilitation 96.71 20.91 117.62 5.99 1.33 7.32 53 7S 183
CPT 6 Institutional Strengthening 46.29 17.15 63.44 2.90 1.08 3,98 JS2X 27X
SUBTOTAL (excluding land) 1272.45 404.97 1677.42 78.70 25.33 104.03 65X 93X 24X
CPT 8 Engineering and Supervision 1;2.90 ^.00 122.90 7.68 0.00 7.68 5S 73 0X
CPT 9 Land 9.10 0.00 9.10 0.56 0.00 0.56 Ot 1X 03
TOTAL RASE COSTS 1404.45 404.97 1809.42 86.94 25.33 112.27 70X 1003 223 Physical Contingencies 150.75 59.88 210.63 9.38 3.75 13.13 83 - 283 Price ContLngencies 371.30 179.25 55L.55 9.31 .93 15.24 21X 33X
PROJECT COST. INCLUDING TAXES AND DUTIES 1926.50 644.10 2570.60 505.63 35.01 140.64 1003 253
Note: The above costs include an estimated Rs 210.84 million (US$12.28 mllion) in Taxes and Duties.
Project Financing
3.33 An IDA Credit of US$79.9 million and an IBRD Loan of $10.0 million are recommendedfor the proposed project. This would provide about 70% of total project costs, net of taxes and duties, and would finance all the foreign currency costs, and nearly 58% of the local costs before taxes and duties. The Credit and Loan would be made to the Government of India, who would make the proceeds availableto the Government of Andhra Pradesh in accordance with GOI's standard arrangementsfor developmentalassistance to the states of India. Agreementwas obtained during negotiationsthat the GOAP will: (a) lend all the funds required by HMWSSB to finance the cost of the - 30 -
water supply and sewerage physical works included in the project at an interest rate of not less than 10.25% per annum over a 25-year term, with a 5- year grace period on principaland interest;(b) provide, as grants, the balance of the funds required by HMWSSB for the low-cost sanitationprogram included in the project; and (c) provide, as grants, the funds for the technicalassistance and training componentsof the project. On this basis, the project financingplan is as follows:
TABLE 3. 3 PROJECT FINA4CINGPLAN
USS million Local EForeiLn TOTAL I
IDA Credit 47.4 32.5 79.9 56.8 IBRD loan 1.1 51 2i2 _i1 SUB TOTAL 1/ 54.9 35.0 89.9 63.9
GOAP Loans to HMWSSB 41.0 - 41.0 29.2 GOAP Other CGntribattiotn 9.0 - 9.0 6.4 HouseholderContribution (Low-CostSanitation) Q0.7 - 0.7 015.
TOTAL PROJECT COSTS 105.6 35.0 140.6 100.0
3.34 GOAP has requested the Bank's retroactivefinancing of emergency work carried out under the RRP (para 3.38). Subject to compliance of procurementprocedures with the Bank's Guidelines (see also para 3.45), this is recommendedfor expendituresincurred after December 31, 1988, up to US$3.0 million equivalent.
Status of PreRaration
3.35 The Manjira Phase III Stage 1 component of the project (para 3.05), representingover one quarter of the project costs, is developed to the stage of final design and bid documents,except that the bid documents are being finalizedto conform to the Bank's Guidelines for Procurement. The consulting assistance obtained for this bid document revision has included a technical review of the design and specificationsfor the water treatmentplant and for the pumps and motors for the pumping station at Peddapur. These are both on the critical path. It also included a review of the design and specifications for the air vessel to serve as a surge absorptiondevice at Peddapur,which in turn included the computer modelling of the pumping system and the determinationof the peak transientpressures which can occur under a variety
1/ Made available to the Government of India, who would make the proceeds available to the Governmentof Andhra Pradesh in accordancewith its standard arrangementsfor developmentassistance to the states of India. - 31 -
of actual conditions. Prequalificationand bid documents for the two contracts on the critical path and model documents for use throughoutthe project have been furnishedfor Bank review, and the Bank has provided coment which is being accommodated.
3.36 The components of the project concernedwith the rehabilitationand strengtheningof the existing water system (para 3.07), and sewerage system (para 3.09) and the low cost sanitationcomponent (para 3.11) were developed only to the level of preliminaryengineering during project preparation,for which some funding assistancefor lc¶.alconsulting services was provided by UNDP. The preparationof the final designs, drawings and bid documents for Component2 - Rehabilitationand Strengtheningof the Existing Water System - '-11 proceed in stages with technicalassistance scheduledfor completion in March 1993 and included in the project. Similarly, the preparationof the final designs, drawings and bid documents for Component 3 - Rehabilitationand Strengtheningof the Existing Sewerage System - will proceed in stages with technicalassistance scheduledfor completionin March 1993 and included in the project. However, for both these components,bidding and implementation will proceed as stages of the final designs, drawings and bid documentsare completed for the various sub-components;schedules are irt.Annex 20. The Implementationof Ceoponent4 - Low-Cost Sanitation Program - wll' be preceded by a study conducted by HMWSSB, which will elaborate detai'ls of the program, and its organizationaland staffing arrangementsand its operationalmethods.
3.37 The preparationof Component5 - Resettlementand Rehabilitationof those affected by the filling of the Singur Dam Reservoir (para 3.13) was completedprior to negotiations. GOAP has prepared a plan and has issued Government Orders to establish satisfactoryinstitutional arrangements and appoint adequate personnel for implementation. Th' agreed RRP is given in Annex 7. Work on the implementationof the RRP, Project Component5, commenced about March 1989. The payment of compensationfor the property to be submerged in the Phase 1 filling is completed. Detailed site layouts of ten of the eleven new village sites to receive those displacedunder the Phase 1 reservoir filling have been prepared and plots have been allocatedby village level committees. Drinking water boreholes and approach roads have been provided for the first fifteen resettlementsites.
3.38 For Component 6 - Institutional Strengthening - outline terms of referencehave been prepared and are includedhere in Annex 8; for the studies, to be conductedby GOAP and HMWSSB, to prepare the PersonnelTraining subcomponent,the outline terms of referenceare in Annex 9.
Land Acquisitionfor the Project
3.39 Component 1 of the project - the Manjira Phase III Stage 2 scheme - largely "twins' the correspondingStage 1 scheme, which is now in implementationand planned for completionin 1989. However, land acquisition for both stages was almost entirely completed in the Stage 1 scheme. In Components 2 and 3 - the rehabilitationand strengtheningof the existing water and sewerage systems respectively,the works to be done are largely on public streets or on the sites of existing facilitieswhich were acquired at the time of their initial construction. Thus, the land acquisitionfor the - 32 -
water supply and sewerage componentsof the project is completed except as follows:
Compt. 1: Land for Staff Quarters along transmissionmains 17.57 ha
Compt. 2: Land for W.iterPump St'ns at Hussainsagar 0.15 ha at ksojagutta 1.00 ha at Jubilee Res. 0.80 ha 1.95 ha
Compt. 3: Land for Sewage P/St'n at Mosarambagh 0.25 ha
On the basis of the land acquisitionexperience with the Manjira Phase III Stage 1 scheme, no delays in project implementationas a result of these remaining land acquisitionrequirements are anticipated. Some details of the relevant land acquisitionregulations and proceduresare in Annex 11. There are no land acquisitionrequirements for Project Component4 - Low Cost Sanitation.
3.40 Land for the new village seLtlemerntsto be provided under the resettlementand rehabilitati4nComponent 5 comprises210 ha of governmexat land and 83 'aaof private land which has recently been acqured by GOAP. Land acquisitionof t%.earea to be flooded by the Singur Reservoirhas been completed for the Phase 1 (para 3.15) of the reservoir filling and is in process for the remainder.
Procurement
3.41 Table 3.4 summarizesthe procurementarrangements. Further details are in Annex 10. The figures in parenthesisare the amounts financedby the proposed Credit and Loan.
3.42 All major goods and eguiRment suRDlY contractswould be awarded on the basis of internationalcompetitive bidding (ICB) in accordancewith Bank Group guidelines. In evaluationof the bids for goods and equipment,local manufacturersparticipating in internationalbidding would be given a preferentialmargin equal to 15% of the c.i.f. costs of the competing imports, or the existing rate of customs duty, whichever is less. It is likely that the majority oi contracts for goods and equipmentcontracts would be won by local bidders. The value of ICB goods and equipmentsupply contracts is about US$28.9 million. For small contractsfor materials and eguiDment,not exceedingUS$200,000 individuallynor aggregatingto more than US$3.0 million, LCB procedureswill also be acceptable. LCB procedureshave been reviewed, and are acceptableto Bank, subject to the revisionsdescribed in Annex 13. Contracts for the supply of small items of equipment,estimated to cost less than US$25,000 equivalent,and not exceedingUS$1.5 million equivalentin the aggregate,oay be awarded on the basis of prudent shopping,with solicitation of price quotationsfr,m not less than three suppliers.
3.43 The Peddapur water treatmentplant contract (estimatedcost US$2.77 million, net of taxes and duties) would be bid as an ICB turnkey contract against design criteria and performancespecifications, permitting an evaluationof the costs of civil works and equipment together to determinethe least cost. This is the usual method of procurementof such plants in India. - 33 -
HMWW/HMWSSB is familiar with such water treatmentplant bidding pro-idures, having previously awarded such a contract for the Kanjira Stage 1 scheme. For the turnkey contract,a domestic preferenceof 15% of the c.i.f. costs of competing imports or the applicablecustoms tariff,whichever is less, on the equipment and goods componentsof the contract price will be given.
TABLE 3.4 PROCURMENT TABLE (Cost in US$ millions)
ProcurementMethod Total Project Elements ICB LCB Other NA L/ Cost
Civil Works 88.1 2.7 - 90.8 (53.7) (1.3) (55.0)
Equipment and Materials 28.9 0.4 1.5 - 30.8 (25.8) (0.4) (1.0) (27.2)
Water Treatment Plant (Turnkey) 2.6 - - - 2.6 (2.1) (2.1)
Rehabilitation Services - - - 1.0 1.0 (0.8) (0.8)
Consulting Services - - - 3.2 3.2 (3.2) (3.2)
Training - - - 1.6 1.6 (1.6) (1.6)
Engineering and Supervision - - - 10.0 10.0 (0.0) (0.0)
Land - - 0.6 0.6 _ (O0.0 (0.0)
TOTAL 31.5 88.5 4.2 16.4 140.6 (27.9) (54.1) (2.3) (5.6) ( 89.9)
Figures in parenthesis are the amounts financedby the Loan and Credit. 1/ NA: Not applicable
3.44 Civil works contractswith an aggregatevalue of US$105.4 million, would be awarded on the basis of local competitivebidding (LCB) procedures acceptable to IDA. All these contractsare less than US$15.0 million each and all except one less than US$4.0 million; these contractswould not attract internationalinterest. However, where possible,works contractswill be packaged to allow competitionfor larger contracts followingthe 'slice and . 34 - I
package' approach. The installationof telephoneand electric power systems, required by the project are estimatedto cost about US$1.0 million, and will be undertaken on a force account basis by the respectivepublic utility organizations. Also, some of the civil works involved in the rehabilitation and resettlementprogram, which are now being undertakenon an emergency basis, and which are estimated to cost $1.5 million or about 20 percent of the total of such works, may also be undertaken on a force account basis. This is justifiedby the emergencynature of work, by the small and scatterednature of its elements, and the difficult location access.
3.45 Consultingstudies for provisionof technicalassistance (par& 3.21) are to be procured in accordancewith the Bank's 'Guidelineson the Use of Consultants",and will be subject to the Bank's review of terms of reference, of short-lists,and of proposed contract terms prior to an invitationfor consultingservices proposals,and subject to the Bank's approval of consultantselection and final contract before formal appointment.
3.46 Review by the Bank would be required of prequalificatiorieocuments prior to an invitationto prequalify,prequalification evaluation reports prior to prequalification,bid documents prior to bid invitationand bid evaluationreports prior to contract award for: (a) all ICB contracts, (b) materials and equipmentsupply LCB contracts,and (c) all civil works LCB contractsover US$1.0 million. Thus, some 44 contracts,representing about 70% of the total estimatedcontract value, would be subject to the Bank's review. However, effort will be made to group contracts to obtain the maximum bidder interest and to enhance project managementefficiency. Model bid documents for use throughoutthe project have been prepared, and furnished to the Bank for review (para 3,35).
Disbursements
3.47 The amounts of disbursementsby category are shown in Table 3.5. The estimatedquarterly disbursementsschedule, as shown in Table 3.6, is based on the standard disbursementprofile for the water supply and sewerage sector for India. No disbursementswould be made against the costs of land, administrationor taxes and duties in India. Disbursementswould be fully documentedexcept for those on civil works contractsof lesser value than US$1.0 million and except for equipmentand materialscontracts and training and service contracts of lesser value than US$200,000,and those on the employment schemes under the RRP Plan for which disbursementswould be made against statementsof expenditures(SOE). Supportingdocumentation for items disbursed against SOEs would be retainedby GOAP and HMWSSB and made available to the Bank staff for review on request. Such expenditureswould be audited annually by auditors acceptable to IDA (para 3.52 and 3.53).
3.48 To facilitatedisbursement under this project, a special uiccount will be establishedin US dollars, with an authorizedallocation in the Reserve Bank of India, of US$6.0 million equivalent. Replenishmentwill be made quarterly or whenever the specia' account is drawn down by about 50% of its initial deposit, whichever comes earlier. Retroactivefinancirg, up to SDR 2.4 million equivalent,is recommended(para 3.34). The closir.gdate is March 31, 1998. - 35 -
TABLE 3.5 DISBURSEMENTBY CATEGORY
Disbursement % of expenditures Categprz Amount to be disbursed ( US$ Million)
(1) Civil works 55.0 61% of expenditures
(2) Equipmentand Materials 27.2 100% of foreign expenditures,100% of local expenditures (ex-factory)and 65% of local expenditures for other items procured locally.
(3) Water Treatment Plant 2.1 80% of expenditures
(4) RehabilitationServices (RRP) 0.8 80% of expenditures
(5) ConsultingServices 3.2 100% of expenditures
(6) Training 1.6 100% of expenditures
TOTAL 89.9
ImDlementationSchedules
3.49 Schedulesfor the design, procurement,construction and commissioningof the project are given in Annex 10. The project is scheduled to be substantiallycompleted by the end of March 1996 - one year after the end of the Eighth Five-YearPlan. Commissioningof the augmentationof water supply (ProjectComponent 1) is expected in 1993. For Components2 and 3 - the rehabilitationand strengtheningof the existingwater and sewerage systems - the schedulesindicate that studies and the design work (para 3.36) will be sufficientlyadvanced for some bidding to commence in the first quarter of 1991, and most of the bidding will be completedfor these two componentsby the first quarter of 1993. The Low-Cost Sanitationprogram - Component4 is scheduled over a five-yearperiod followinga six-month study and a further six-monthperiod for organizationalmatters and for tendering and contract awards. The Resettlementand RehabilitationProgram--Component 5 is planned for completionby the end of March, 1992, for an overall elapsed time of 3 years (para 3.16). - 36 -
TABLE3.6 ESTIMATEDSCHEDULE OF DISBURSEMENTS
1DA EDIT DRD LOAS tOTAL P.rcent Total ak ----- illio ------Creit Quarter linal C4l- C mL- CR_.ma- and SNLM S"Xog g9M atL atv urt-r 1tv _dM
1990 March 31, 190 4.0 4.0 - - 4.0 4.0 4.4Z Ju so, 1t" 0.0 4.0 - - 0.0 4.0 4.42
1"1 September 30.1990 0.4 4.4 - - 0.4 4.4 4.92 December 31, 190 0.5 4.9 - - 0.5 4.9 5.52 March 31, 1991 0.3 5.2 - - 0.3 5.2 5.82 Ju 30, 1991 0.5 !i.7 - - 0.5 5.7 6.31
1992 September30,1991 1.7 7.4 - - 1.7 7.4 5.21 Dec_r 31, 1991 1.8 9.2 - - 1.8 9.2 10.22 March 31, 1992 2.1 11.3 - - 2.1 11.3 12.62 Jun s0, 1992 2.2 13.5 - - 2.2 13.5 15.02
1993 September 30,1992 2.5 16.0 - - 2.5 16.0 17.61 December 31, 1992 2.6 18.6 - - 2.6 18.6 20.72 March 31, 1993 3.0 21.6 - - 3.0 21.6 24.02 June 30, 1993 3.0 24.6 - - 3.0 24.6 27.42
1994 September 30,1993 4.3 28.9 - - 4.3 28.9 32.12 Dec_er 31, 1993 4.3 33.2 - - 4.3 33.2 36.92 March 31, 1994 3.9 37.1 - - 3.9 37.1 41.32 un 30, 1994 3.9 41.0 - - 3.9 41.0 45.62
1995 September 30,1994 3.8 44.8 - - 3.8 44.8 49.82 December 31, 1994 3.8 48.6 - - 3.8 48.6 54.12 March 31, 1995 4.3 52.9 - - 4.3 52.9 58.82 June 30, 1995 4.3 57.2 - - 4.3 57.2 63.62
1996 September 30,1995 6.0 63.2 - - 6.0 63.2 70.32 December 31, 1995 6.1 60.3 - - 6.1 69.3 77.12 March 31, 1996 3.0 2.3 - - 3.0 72.3 80.42 Ju- 30, 1996 3.0 75.3 - - 3.0 75.3 83.82
1997 September 30,1996 2.6 77.9 - - 2.6 77 9 86.72 December 31, 1996 2.0 79.9 0.5 0.5 2.5 80.4 89.42 March 31, 1997 - 79.9 3.1 3.6 3.1 83.5 92.92 Jne 30, 1997 - 79.9 3.0 6.6 3.0 86.5 96.22
1998 September 30,1997 - 79.9 1.7 8.3 1.7 88.2 98.12 Decseb r 31, 1997 - 79.9 1.6 9.9 1.6 89.8 99.92 Match 31, 1998 - 79.9 0.1 10.0 0.1 89.9 100.O0
Supervision and Monitoring
3.50 Project supervision coefficients are not expected to be substantiallydifferent from the average for water-sanitationprojects in the region. The project is expected to require about 14 staff-weeks per year of supervision, or about 104 staff-weeks over the 8-year project implementation period. This estimate is slightly higher than the average water-sanitation supervision coefficient in the region of 12 weeks per year because GOAP's DHKAUDand HKWSSBare dealing with Bank procedures for the first time, and - 37
because of the supervisionrequirements of the Dam Safety Measures and the Resettlementand RehabilitationProgram components,which are not typicallya part of such projects. Supervisioneffort will be more heavily concentrated during the first three years of implementationthan subsequently. During this period, the implementationof Component1 will be initiated,the final designs of Components 2 and 3 will be completedand then implementationinitiated, and implementationof Component 5--Resettlementand Rehabilitationshould be completed.
Accounts and Audits
3.51 The financial accounts for HKWW have followed the Public Works Department Code, which is essentiallya cash-basissystem. While anmual statementsare prepared giving details of revenue and expenditureitems, no statements of financialposition are prepared. Also, no provisionsare made for fixed asset accounting. To provide for more reliable and meaningful financialreporting, as part of an operationalaction plan (Annex 14), HMWSSB will replace this system with an accrual-basiscommercial-type accounting system. This system will include appropriateledgers and records for fixed asset and loan accounting. Technicalassistance will be provided under the project for the design and implementationof the required accounting systems and procedures. Outline Terms of Reference for this assistance are in Annex 8 and relevant assurancesobtained in negotiationsare described in para 3.27.
3.52 Agreement was obtained during negotiationsthat the accounting records of HMWSSB will be audited annually by independentauditors acceptable to the Bank. The report of the auditors on the financialposition of HMWSSB at the close of each fiscal year, and the results of operations for that fiscal year, will be submittedto the Bank within nine months of the close of each fiscal year. Such reports will also include the results of audits of project expendituresfor which IDA Credit and Bank Loan withdrawalswere made based upon Statements of Expendituresduring each fiscal year.
3.53 For the RRP, which will be ..mplementeddirectly by GOAP, and the related technicalassistance, agreement was obtained at negotiationsthat GOAP will: (i) maintain separate project accounts; (ii) have these accounts audited annually by independentauditors satisfactoryto the Bank, (iii) have included in such audit an examinationof project expendituresfor which Credit and Loan withdrawalswere made on the basis of Statementsof Expenditure;and (iv) submit the reports of such audits to the Bank within nine months of the end oZ each fiscal year.
IV. PROJECT ORGANIZATIONAND MANAGEMENT
Overview
4.01 HMWSSB (paras 2.13 and 2.14), the successorto HMWW (para 2.12), will have the responsibilityfor the implementationof all the water supply, sanitary sewerage,and low-cost sanitationcomponents of the project and for tne operation and maintenanceof the water and sewerage systems. The works in these components,together with related land acquisitionand technical - 38 -
assistance and training,will account for about 93 percent of the total project costs.
4.02 GOAP through its District Collectorin Medak, will assume responsibilityfor the Resettlementand RehabilitationProgram - Component 5 (para 4.18).
4.03 The Project Cell, establishedin HMWSSB, will assume the overall administrativeand accountingcoordination of all aspects of the project.
gperationalAction Plans
4.04 An initialOperational Action Plan (OAP) for the project, covering the first two years subsequentto project appraisal in March 1988, is presented in Annex 14. Agreementwas obtained at negotiationsthat GOAP and HMWSSB will carry out the project in accordancewith the two-yearOperational Action Plan agreed at negotiations(Annex 14). This plan provides that GOAP and HMWSSB will, by March 31, 3.990,and at annual intervals thereafteruntil completion of the project, prepare an updated OperationalAction Plan, satisfactoryto the Bank, for the subsequenttwo-year period. The OAP also provides for the furnishing to the Bank of quarterlyprogress reports. Although a single integrated OAP and a single progress report is envisaged, it is expected that the District Collector,Medak (Resettlementand Rehabilitation)will provide their inputs to the World Bank Project Ceil (para 4.10) in HMWSSB, who will prepare the final documents for circulation and use, and for submission to the Bank.
Hyderabad MetroDolitanWater Supolv and Sewerage Board (HMWSSB)
Present Orzanization
4.05 All the provisions of the Act constitutingHMWSSB (para 2.13) according to the October 5, 1989 *notification"in the Andhra Pradesh Gazette, became effective November 1, 1989.
4.06 The Act establishingHMWSSB 1/ provides for an eleven-personBoard of Directors includinga Managing Director of HMWSSB - an IAS officer and a Chief Engineer of HMWSSB. The Board is to be chairedby AP's Cl.iefMinister, ex-officio,and the Vice Chairman is the Minister for Municipal Administration,ex-officio. Six of the seven remainingmembers are appointed public officials, all ex-officio,including the Commissionerof the iHyderabad Municipal Corporationand the Chairman of the Andhra Pradesh State Pollution Control Board. The remainingBoard member is to be a CharteredAccountant, or someone with equivalent qualifications,and having not less than twenty years of experience in the field of finance and accounts.
4.07 HMWW had a total staff of about 3,000 people; these have been absorbed by the new HMWSSB. This is a reasonablestaffing level in the context of the Indian environment.
1/ The Hyderabad MetropolitanWater Supply and Sewerage Act, 1989 which constitutesHMWSSB (para 2.13). - 39 -
4.08 Apart from the statutorypositions noted in para 4.06, the details of HMWSSB's organizationalstructure are not known and will be determinedby the new Board. However, GOAP expects that, at least initially,it will follow the organizationalform of HMWW. HMWW's chief executiveofficer (CEO) had the rank of Chief Engineer who reported to the Secretary of DHMAUD. Reporting to the CEO are:
SuperintendingEngineer ConstructionCircle I - 3 Divisions SuperintendingEngineer ConstructionCircle II - 5 Divisions SuperintendingEngineer Maintenance - 6 Divisions Executive Engineer Design Executive Engineer Quality Control Secretary Director of Finance and Accounts - Superintendent - Revenue and Budget - Accounts Officer - ExpendituresWing
A 'Division' is headed by an Executive Engineer.
4.09 The general organizationalstructure of HMWW was considered satisfactory,except that steps are needed to fill out the details of the organizationand staffing of the 'World Bank Project Cell' (para 4.10) and the organizationand staffing under the recently-appointed'Director of Finance and Accounts' (para 4.14).
Proiect Management : The World Bank Proiect Cell
4.10 During project preparationHMWW establisheda "World Bank Project Cell", led by a superintendingengineer - the Project Manager - to monitor, manage and coordinate activity on the proposed project. The diagram below depicts an organizationplan ag.eed for this cell. Agreementwas obtained at negotiationsthat HMWSSB will maintain, throughoutthe implementationperiod of the project, a Project Cell staffed and organized in a manner satisfactory to the Bank. The Project Manager (PM) would have authorityfor the operationalaspects of the project. He would report to the Chief Engineer of the Board, who would advise on policy issues. Besides having overall operationalresponsibility for the project, the PM also would assume direct responsibilityfor the approval of tender documents,loan withdrawal applications,and other reports to be sent to the Bank for review or action. Since the PM would have three superintendingengineers reporting to him, the PM will be designatedas a Deputy Chief Engineer,or equivalent,to ensure his operationalauthority. HYDERABADMETROPOLITAN WATER SUPPLY AND SEWERAGEBOARD (HMWSSB) World Bank Project Cell ORGANIZATIONAND RESPONSIBILMES
BOARDOF DIRECTORSI~~~~~~ Chief Engineer
Proect Manager t^ ( santI I | , .~~~~AdkinlCE
Procurement SSWater SupplyI4* **e$ mgl Planning& Control Dxpof
EE t-+ *--t: *+ ++ftt* SE &FOd N , TreatrnentPlant & > Treatnent Plant & Planring& Control HMWW Pu-l Sns(M-&E) PumpingStns(E) SystemsOperation ( P "g
Istribution . Maine* *n Colt *".""".* ~~~~~~~~~~(Accountant] 3. *Bridges,Reservoirs, ,. li, BranichSewers* s 2s PumpingStn & Connectlons* Structures EE*****
4 ~~~~~~~~~~~~~~~~~~~~~~ALA
^= CE -CHIEFENGINEER SE -SUPERINTENDINGENGINEER EE- EXECUTIVEENGINEER E - OperationsDepartments - 40 -
-"o =WOMNUV WAiW .WALAn -m @iNM(i _-_OUMACWs WU
cow!
CNm
4.11 The physical works of the project will be planned and supervisedby two superintendingengineers, one for water supply and one for sewerage. They will superviseand coordinatethe work of executiveengineers responsiblefor specific project contracts. They will manage all aspects of work under their assigned contracts,from the preparationof tender documents through completionof contractors'work.
4.12 The work of the water supply and sewerage engineerswill be supportedand monitoredby a project planning and control group. This group will be headed by a superintendingengineer reportingto the PM, It will use computerizedproject managementtechniques to help with planning and conitrollingproject schedules,costs and technicalperformance. The group will also maintain separate project cost accounts,and prepare applications for withdrawingBank loan/creditproceeds, to be approved and forwardedby the PM. HMWSSB will retain consultantsto assist in the design and implementation - 41 -
of the required project planning and control systems (para 3.26). Outline terms of reference for this technicalassistance are in Annex 8.
4.13 The PM will also receive administrativesupport from an assistant manager, and procurementsupport from an executiveengineer, who will become fully familiarwith the Bank's procurementguidelines. This procurement specialistwill work closely with the various water supply and sewerage engineerson the project to ensure that tender documents uniformlymeet the Bank's requirementsbefore they are submitted to the PH for final review and approval,and subsequentlysubmitted to the Bank for approval.
Finance and Accounts
4.14 Toward strengtheningits financialmanagement, the HMWW has appointed a Director of Finance and Accounts (DFA); The DFA will use technicalassistance and trainingunder the project to design and implement improved accountingand management informationsyRtems (para 3.18 and Annex 8). Agreement was obtained at negotiationsthat HMWSSB will, before May 31, 1990 establish, staff and maintain a new financialunit within its organization,to support the DFA and the new systems, in a manner satisfactory to the Bank.
4.15 Within the organizationalstructure below, which will be under the direction of the DFA, two managers will report to the DFA, and will be responsiblefor the accounting and finance functions,respectively. The Manager of Accounts generallywill be responsiblefor the posting of routine transactionsand maintaining the books of accounts. This responsibilitywill furtherbe divided into areas of general financialaccounting and works accounting. In this way the more repetitivefinancial accounting functions will be separated from the accountingfor the more specializedtransactions of capital works.
4.16 The Manager of Financewill be responsiblefor customer billing and collections,and the importantrelated function of cash management. A deputy manager will support him with automatedbilling and collection systems. He also will be supportedby two other deputy managers. One will be responsible for maintainingthe management informationsystem, and for doing continual financialanalyses of availablefinancial and operationaldata. The other deputy manager will be responsiblefor budget preparations,analyses and revisions.
Operations
4.17 Good management of HMWSS3's resources,facilities and staff would be aided by better informationsystems. In the operationalareas, the project includes over fifty bulk meters to help track water losses and to provide an informationbase to aid efficient and effective operationalpractices. It also includes technicalassistance to prepare operationand maintenance manuals, for use as a day-to-dayreference and also in some of the personnel training to be designed and implementedunder the project. Improved operation and maintenancewill include the maintenanceof better records, and systems and procedures for the monitoring and analysis of the informationso gathered, and the use of such informationand analyses in decision-making. Technical HYDERABADMETROPOLITAN WATER SUPPLY AND SEWERAGE BOARD (HMWSSB) Department of Finance ORGANIZATIONAND RESPONSIBILITIES
BOARDO DIRECTORS
Managing DirectPr
|Director of Finance &| Account
|Accounior Accounts ManagerAM D MAN Fnancial Works Bilng Financial Budgets World r Account.ng Accounting Jollectior Analysis Bank HMWW0 cm cm, cm cm CM ",:-Project iDePts0 Payroll AMaterials CeLlt e
a6 ......
ClerksC DM- DEPUTYMANAGER DA - DIVISIONAL ACCOUNTANTS - 42 -
assistance to develop such systems and provide training in their use is also itncluded in the project.
OepuWuS d Pbwi
AMA0009 aS umatio pi~~~~ Diel ga JueWr Amswwwta M AM- MSDT MANAG.
J~ DM-oWup1 MANIA DA-ONMONAL. ACOUNTaNTS
Resettlement and Rehabilitation
4.18 This component will be directly managed by the ofiice of the Medak District Collector, the senior GOAP officer in the District containing the Singur Dam reservoir. Both state level and local level ccmmittees of senior appointed officials have been established to guide the implementation. The District Collector's office has been strengthened by the appointment of a Rehabilitation Division of 23 people. Further, an Engineering Unit of some,51 people has been appointed by the GOA2's Panchayat Raj Engineering Departient to assist with the management of the construction of infrastructure to serve the new villages to be escablished and their residents. The allocation of new" residential plots is undertaken in consultation with the villagers. Furthlev- detail is in Annex 7. - 43 -
V. FINANCIALASPECTS
HOWWRevenue and Exnnditure Trends
5.01 Over the three years prior to appraisal in March 1988, HMWW had been experiencingincreasing operating losses, which have been covered by GOAP granits. These losses can be largely attributedto reductions in saleable water due to drought conditions,but they also have been the result of rising operating costs in face of fairly static water tariif revenue, as follows:
TABLE 5.1: HKWW RLVENUE AND EXPENDITURES(RS NILLION5)
1982-83 1983-84 1914-§5 1985-06 1986-87
Revenue Income 67.42 81.32 82.15 77.68 70.18 Revenue Expenditure 52.47 74.25 85.07 95.51 101.93 Surplus (Deficit) 14.95 6.37 ( 2.92) (17.83) (31.75) Grant-in-Aid 10.00 13.03 14.48 14.48 14.48 Net Surplus (Deficit) 24.95 19.40 11.56 ( 3.35) (17.27)
In FY 1986 and FY 1987, the grant-in-aidprovided by GOAP was insufficientto cover the operating deficits. The shortfallswere met by diverting other GOAP grant funds that were provided to HMWW for capitalworks.
5.02 The relatively depressedlevel of revenues over these three years was a direct result of droughts. About 90% of HHWW revenue varies directly with the amount of water delivered to consumers. The quantity of water distributeddeclined from 320 Mld in FY 1983 to drought-relatedlevels of 222 Mld in FY 1986 and 144 Mld in FY 1987. Hence, even with tariff increases in FY 1984, the revenue from the sale of water of Rs 65 million in FY 1987 only about equalled the Rs 66 million in FY 1983.
5.03 The structureand trends in HMWW's operatingand maintenance expendituresover the past five years are set out in the followingtable. Salaries,power, and repairs and maintenancehave representedabout 908 of the total expenditures. Overall, annual expenditureshave been increasing,even though declines in the volume of water sold have been experienced. The underlying difficultyhas been that annual expendituresfor salaries,repairs and maintenance,and establishmentexpenses are largely fixed costs; and they comprise about 60 to 65% of the total costs. In addition, the reduced volume of water in impoundingreservoirs during drought years produces lower reservoirlevels; this results in increasedpumping lifts, and correspondingly higher power costs for water supplied to consumers. Because of this cost behavior, even if HKWW continued to set tariffs to cover normal operatingand maintenancecosts, GOAP's providing grant funds to offset operatingdeficits may continue to be justified in drought years. - 44-Z
TABLE 5.2: H1WWOPERATING AND NAINTENACE EXPENDITURS (RS,- MILLION)
1982 - 83 1983 - 84 1984 - 85 1985 - 86 1986 - 87 RsA k- RsLL 1- Rn I Rs _AARs
SalarLes & Wages 17.63 34 28.24 38 34.19 40 39.70 42 41.03 40 Power 18.18 35 23.32 31 31.87 37 32.33 34 30.82 30 Repairs/Kaintenance 11.13 21 12.29 16 13.21 16 18.25 19 24.24 24 Chemicals 2.24 4 2.57 3 3.18 4 2.12 2 2.97 3 Establishment Expenses 1.49 3 1.75 2 2.05 2 2.23 2 2.07 2 Others 1.80 3 6.78 10 0.57 1 O.88 1 0.80 1
Total 52.47 74.95 85.27 95.51 101.93
War Tariffs
5.04 Water is supplied through some 174,000 private connections, about 90% of which are metered. In addition, water is supplied through 4,500 public standposts. Water tariffs have been revised periodically to cover the costs of operations. Commercial and industrial tariffs were revised in December, 1986, and domestic tariffs were revised in December, 1987. These increases should allow HMWSSB to operate on a sound financial footing until about 1993, assuming normal rainfalls. The present and recent tariffs are as follows:
TABLE 5.3: HMWW : WATER TARIFFS
Category Rates for 1.000 liters (Rs)
1985 1985 to to Subsequent Nov 30 Nov 30 to DOMESTIC: 1986 1987 Present (a) Up to 25,000 liters per month 0.60 1.50 (b) From 25,001 to 50,000 0.70 1.75 (c) From 50,001 to 100,000 0.80 2.00 (d) Above 100,000 0.90 2.25 Minimum Charge per month 10.00 30.00 Unmetered Connection (1/2") per month 30.00 60.00
COMMERCIAL 1.30 2.75 INDUSTRIAL AND FOR CONSTRUCTION PURPOSES 2.20 5.50 CHARGE TO MCH PER PUBLIC STANDPOST PER MONTH 150.00 150.00
5.05 During years with normal rainfall, the average monthly domestic water bill amounts to about Rs 30. This amounts to no more than 2% - 3% of monthly income for households receiving water bills, which suggests that the tariffs are affordable. The lowest income consumers typically receive water free of charge from public standposts. 45 -
Water Billina and Collection
5.06 Water customers are required to purchase a water meter at their own expense, and then to have it tested by HMWW/HMWSSB. The responsibility for maintainingthe water moters is that of the consumer. Meters are read once a month, and a bill is issued on the spot by the meter reader. If the meter is not in working condition,the bill is prepared on the basis of average consumptionfor the previous three months. A separate notice also is issued to the consumer to have the meter repairedwithin a period of two months. Similarly,bills for commercial and industrialconnections are issued every month. MCH was also billed monthly by HMWW for the municipal standposts. The bills are required to be paid by the consumerswithin 30 days from the date of billing. In case of default, water supply is liable to be disconnected. The water connection is restored only after the consumer makes the payment of the bill and the reconnectioncharges.
5.07 Over the past five years, the collectionefficiency for bills given to metered consumershas ranged between 71% and 77%. While this performance is relativelygood in India, it could and should be improved. Collectionsfrom MCH for municipal standposts,however, have been a serious problem. These charges have been amountingto about Rs 6 million per year, and representabout 8% of HMWW's operatingrevenues. The arr'ars currently amount to about Rs 40 million. GOAP has decided that, effect ve April 1, 1989, HMWW/HMWSSBwill not recover the costs of standpost service from MCH; rather these costs will, in effect,be borne by other water consumers of HMWW/HMWSSB. However, GOAP has also decided that the arrears of standpost charges due from MCH wili be remittedby GOAP to HMWSSB. Agreement was obtained at negotiationsthat GOAP will remit the arrears in payments for standpostcharges due from MCH in five equal annual installments,with the first such payment to be made prior to March 31, 1990.
5.08 The efficiencyof billing can be improved,and overall revenue enhanced, through improvementsill billing syatems and procedures. Hence, as part of the OperationalAction Plan (Annex 14) agreed during negotiations, HMWSSB will, before March 31, 1990, retain consultantsto assist in the design and implementationof computerizedbilling and collectionsystems and procedures [3.18 (j)]. Outline Terms of Reference for this technical assistanceare included in Annex 8.
Capital ReceiRts and ExRenditures
5.09 Capital expendituresfor the planzpd schemes of HMWW have been financed by grants from GOAP. This project would be the first time that GOAP funds will be provided on a loan basis for water supply and sewerage investments. The table below summarizesHMWW capital receipts and expendituresover the past five years. The surplusesshown were used largely to cover operatingdeficits caused by reductions in water revenue during drought years. - 46 -
TABLE 5.4 HKWWCAPITAL RECEIPTS AND EXPENDITURES (RS MILLION)
1982-83 1983-84 1984-85 1985-8 1986-87 CaRital ReceiRts Receipts from GOAP: Planned Schemes 30.78 44.50 88.79 120.00 199.46 Drought Relief 3.50 8.60 1.70 32.30 29.10 Deposit Works 2.00 - 3.15 10.06 30.65 Others 0.70 36.28 53.10 93.64 162.36 259.91
CaRital ExRenditure
Planned Schemes 33.48 40.66 85.73 125.24 166.14 Drought Relief Works 2.40 9.09 1.70 22.02 37.74 Deposit Works 0.33Q, 3.56 3.79 8 19.14 36.21 53.31 91.22 iaa 223.02 Surplus (Deficit) in Capital Account 0.07 (0.21) 2.42 7.08 36.89
MaterialsAccounting and Management
5.10 Materials have accounted for some 60 to 80% of the zosts of major works undertakenby HMWW. In addition,materials must be purchased,stored and controlledfor on-going repairs and rehabilitationprograms. Current systems of stock accountingand control are seriouslydeficitent. They preclude the achievementof planned ordering, optimum stock levels,and effectivephysical verificationsof stocks on hand. To improve the situation, as part of the OperationalAction Plan (Annex 14) agreed during negotiations, HMWSSB will retain consultantsto assist in the design and implementationof computerizedmaterials management and stores inventoryaccounting systems and procedures [para 3.18(k)]. Outline Terms of Reference for this technical assistanceare included in Annex 8.
ProjectedFinancial Performance
5.11 Annex 16 presents a summary of projected operating statementsfor HMWSSB, extending through FY 1998. Included are projectedstatements of revenue and expenditures,and cash flow. The assumptionsunderlying the projectionsalso are included.
5.12 The recent water tariff increaseshave put HMWSSB on a sound financialfooting. Under conditionsof normal rainfall,HMWSSB should be able to maintain a sound financialposition. If future tariff increasesare properly anticipatedand effected,revenues will be sufficientto cover annual operating and maintenancecosts, plus debt service. The past practice of GOAP has been to have water tariff increasesat three to five-year intervals. The pzjojectionsshow that this practice can create wide divergencebetween revenues and expenditures. This in turn can cause cash flow problems, and can - 47 -
result in relativelyhigh steps in tariff adjustments. Indeed, the domestic tariff increase in December, 1987, representedan increase of 150% over the previous rates set in 1984. The financialprojections also sugeest that effective tariff increasesof about 80% in 1993-94 and 15% in e.ih year thereafter would be needed for HMWSSB to sustain a satisfactoryfinancial performance,acceptable to the Bank (para 5.14). Although the timing and extent of the actual increasesneeded will depend largely on when new waterworks are commissionedto provide added incrementsof water and on actual price inflationin India. However, insteadof HMWSSB raising tariffs at three to five year intervals,a better practice, from a financialmanagement viewpoint,would be to analyze the situationannually, and have more frequent but smaller tariff increases. Accordingly,the agreed OperationalAction Plan (Annex 14), provides that HMWSSB will annually review the adequacy of the tariff level and structure, in the context of medium-termfinancial projections,as part of an overall improved financialmanagement program.
5.13 In view of the foregoingappraisal of the historical and projected financialperformance of HMWSSB, agreementwas obtained at negotiationsthat, except as the Bank shall otherwise agree, HMWSSB shall, with effect from its financialyear commencingApril 1, 1990, produce total revenues equivalentto not less than the sum of its (i) total operatingexpenses; and (ii) the amount by which debt service requirementsexceed the provision for depreciation.
Sewerage Service
5.14 Subsequent to the appraisalof this project in March, 1988, GOAP has decided to transfer the responsibilityfor the operationand maintenanceof sanitary sewerage works from the Municipal Corporationof Hyderabad (MCH) to HMWW. Over the past three years, MCH has posted direct charges for surface water drainage and sanitary seweragemaintenance averaging Rs 8.5 million per year. However, this level of expenditurehas only served to correct day-to- day crisis situationssuch as severely blocked drains and sewers, which occur throughout the city. The need to strengthenand enlarge sanitary sewerage maintenanceprograms is recognizedand this was planned with the transfer of sewerage service responsibilityto HMWW (para 2.15). Based upon the nature and extent of surface water drainage and sanitary sewerage systems in Hyderabad, it is estimatedthat about 70% of the maintenancecosts of these systems could reasonablybe allocated to sewerageworks. Recent MCH annual expendituresfor sanitary seweragehave been about Rs 6 million. Allowing for a 50% increase to strengthen the maintenanceprogram, some Rs 9 million per year would be a reasonable initialbudget for HY'WSSB'ssanitary sewerage operationand maintenance. This would increase projectedFY 1989 operating costs by only some 7%.
5.15 The additionalcosts to HMWSSB for maintainingsewerage servicewill be covered by a water tariff surcharge. Agreement was obtained at negotiationsthat HMWSSB will, before March 31, 1990 and thereafter,levy a sewerage service charge, as a surchargeof not less than 20 percent on charges for water service, to be payable by all water consumerswho are served by a private water connection,and whose property abuts a street at a point along its length at which a public sanitary sewer is previded. This approach levies charges against those who derive benefit from having their property within a sewered area, except for the poor who obtain water from public standposts. It - 48 -
also removes the deterrent,which is implicit in direct user charges, to connection to and use of the system, and thus addresses the problem of under- utilizationof the system, which is noted in para 2.26. This is a common problem with sewerage systems in India.
VI. PROJECT BENEFITS AND RISKS
6.01 The major direct oenefits of the proposed project would be the provision of: (i) an improved level of water supply service; (ii) wastewater collection and treatmentfacilities of adequate capacity and an increase of their utilization;(iii) safe excreta disposal facilitiesfor those, mainly among the poor, who do not have household latrines;and (iv) the improved management of these services.
6.02 These direct benefits would yield secondarybenefits. Hyderabad's economy and employment opportunitiesdepend on industry,commerce and institutionswhich are, in turn, mostly dependenton the public water supply, since private supplies are not usually a feasible alternative. Greater domestic supply quantitiesand longer hours of service would provide both health improvementand conveniencebenefits to the general public and especially to the poor (para 6.06).
6.03 There would also be health improvement,as well as environmental benefits, from the sanitary sewerage and low-cost sanitation componentsof the project, and the pervasive pollutionarising from the inadequacyof existing facilitieswould be substantiallycurtailed.
6.04 As this is the first Bank Group-assistedproject in this sector in Andhra Pradesh, and since Hyderabad is the capital and an importantcity - the sixth most populous urban area in India - the project would also yield a demonstrationbenefit through its integratedapproach to its technical, management and financial aspects. Thus, the project may indirectlyaid sector developmentelsewhere in the State.
6.05 A more detailed schedule of project impacts follows para 3.02.
Impact and Benefits for the Urban Poor
6.06 Within MCH boundaries, there are about 500 designated slums having a population of about 100,000 households or about one quarter of the total population. The adverse impact on health and convenienceof inadequatewater supply, sewerage and sanitationservices falls most heavily on the poor. They are less able to afford privately-ownedtube or bore wells, private tanker delivery of water, water storage tanks or pumping systems, fuel for the boiling of drinking water for disinfection,and on-site wastewater disposal, to compensate for deficienciesin the public systems. Thus, although the benefits of the project will be realized by all residentsof Metropolitan Hyderabad, there will be particularbenefits to the poor. These will be enhanced by GOAP's policy of providingwater supply free at public standposts - 49 -
to those who cannot afford a private connection,and by the progressive structureof the water tariffs,which provide an effective cross-subsidyfrom industrial,commercial and the more well-to-dohigh volume domestic water consumer, to the poorer low volume domesticwater consumer. Further, the low- cost sanitationprogram included in the project provides substantialsubsidies and is specificallytargeted toward the poor.
Economic Analysis
6.07 The economic rate-of-returncalculations were carried out using constant 1988/89 prices. The analysis used both market prices, and prices obtained after applying a standard conversionfactor of 0.8 to the foreign exchange element of the investmentcosts. The long-termcost of water has been estimatedusing the long-run average incrementalcost (AIC). Annex 17 provides some details of the analysis. The revenue streams in the calculationsinclude the projected changes in tariffs (para 5.12), in real terms, which are needed for revenues to cover annual operating costs and debt service. Some results of the calculationsare summarized in the following table.
Water Supply Components Economic Internal Rate of Return AIC of Water Average Market Adjusted Rs/m3 Incremental: Prices Prices Discount Market Adjusted Revenues Rate Prices Prices Rs/m3 : :Water SuDDl and Sewerage 10% 3.80 4.01 4.65 10.6% 9.9% 12% 4.23 4.48 4.59 Water SuDRlY only 14% 4.68 4.96 4.j2 13.4% 12.4%
6.08 The AIC of water from this project ranges between Rs 4.01 and Rs 4.96 per cubic meter, using discount rates of from 10% to 14% to represent the opportunitycost of capital. Presently,the HMWW tariff has metered rates of Rs 1.50 to Rs 2.20 per cubic meter for domestic consumers and from Rs 2.70 to Rs 5.50 per cubic meter for commercialand industrialusers. With the tariff increaseswhich have been projected (para 5.12) the average incremental revenues from water supply correspondto the AIC at a discount rate of 12.4%. Consideringthe water supply and sewerage componentstogether, the internal rate of return is 9.9% The effects of a two-year delay in project completion,and the concomitantimplications for the timing of operating costs and revenues have also been assessed. The consequencesare to reduce the rates of return to 11.0% and 8.8% for water supply only and for water supply and sewerage together respectively.
6.09 The project can be justifiedon the basis of its quantifiable economic returns, - using revenues as a measure of benefits. The economic rates of return for this project compare favorablywith other projects in the water supply sector.
6.10 The calculated rates of return actually tend to understate the real economic rate of return for the project, since no account is made for benefits - 50 -
such as health and environmentalimprovements, which are difficult to quantify in economic terms.
ProjegtRisks
6.11 The major risks likely to face the project are: (i) the unproven planning and executioncapacity of HMWSSB in the areas of water supply system rehabilitationand of sanitary sewerage;and (ii) a possible lack of political will to sustain tariffs at adequate levels.
6.12 These risks would be addressedby the project'sprovision of consultanttechnical assistance to aid the planning and design of the water supply system rehabilitationand the sewerage components,such that HNWSSB can concentrateits efforts on its essentialmanagement role, and by the project's provision of consultant technicalassistance to design and introducea computer-basedproject management system. The tariff risk will be addressed through systematicannual tariff reviews (para 5.12) as provided in the agreed OperationalAction Plan (Annex 14).
6.13 Having regard to the objectivesof the Resettlementand RehabilitationProgram Component5 (para 3.03(c)], there is some risk, under the program as conceived (Annex 7), that farmers who previouslyowned more than 2 hectares will not regain or improve their former standard of living. This risk arises from the prospect of an increase in land prices in response to the anticipationof borewell irrigationbenefits.
6.14 As a safeguardagainst this risk, and the more general risk associatedwith executionof socially-orientedprograms of this kind, the RRP implementationwill be continuouslyevaluated by an independentsocial science research institution,which will report at six-monthintervals. Upon receipt of these reports, GOAP will determine,in consultationwith the Bank, appropriaterevisions to the RRP [paras 3.16(c) and (d)].
VII. AGREEMENTSREACHED AND RECOMMENDATION
7.01 During negotiations,agreement was obtained on the following:
(1) that GOAP will (para 3.27):
(a)maintain the DRP until all constructionof the Singur Dam, includingremedial work, is completed and the Singur Dam is ready for operationand maintenance;and
(b) subsequentlyensure regular inspectionand evaluation of this dam in accordancewith sound engineeringpractice;
(2) that GOAP will operate the Singur Reservoir in accordancewith the operating rules approved by the Bank (para 3.30): - 51 -
(3) that GOAP will (par, 3.16):
(a) implementthe agreed Resettlementand RehabillitationProgram (RIP) according to a three year timetablesatisfactory to the Bank;
(b)monitor all activity and problems arising in the implementation of the RRP through the office of the Collector - Kodak District;
(c)engage consultantsacceptable to the Bank before March 31, 1990, to undertake the supplementary monitoring ofi,and the evaluation of, the RRP;
(d)promptly revise, as necessary, the RRP on the basis of evaluation reports, in consultation with the Bank;
(4) that GOAP will (para 3.33):
(a) lend all the funds required by HKWSSB to finance the cost of the water supply and sewerage physical works included in the project at an interest rate of not less than 10.25% per annum over a 25- year term, with a 5-year grace period on principal and interest;
(b)provide, as grants, the balance of the funds required by HKWSSB for the low-cost sanitationprogram included in the project; and
(c) provide, as grants, the funds for the technical assistance and training components of the project;
(5) that GOAP will remit to HMWSSB the arrears in payments for standpost charges due froosMCH in five equal annual installments,with the first payment to be made prior to March 31, 1990 (para 5.07):
(6) that GOAP will, with respect to the Resettlement and Rehabilitation Program, Project Component 5, and the related technical assistance in Project Component 6 (para 3.53), furnish audited accounts within nine months of the end of each fiscal year:
(7) that GOAP and HKWSSB will carry out the Project in accordance with the OperationalAction Plan agreedduring negotiations(Annex 14), as such Plan shall be updated from time to time in agreeomentwith the Bank (par& 4.04);
(8) that HMWSSB will furnish audited accounts within nine months of the end of each fiscal year (par& 3.52):
(9) that HMWSSB will:
(a)maintain until completionof the project a Project Cell staffed and organized in a manner satisfactoryto the Bank (par& 4.10); and - 52
(b)before May 31, 1990, establish,staff and maintain an organizationunder HMWSSB's Director of Finance and Accounts, for budgeting, accounting and financialanalysis, in a smnner satisfactoryto the Bank (pars 4.14):
(10) that HOWSSB will:
(&)except as the Bank may othorwise agree, with effect from its financialyear comm neing April 1, 1990, produce total revenues equivalent to not less than the sun of its (i) total operating expenses; and (ii) the amount by which debt service requirements exceed the provision for depreciation(para 5.13);
(b)before Karch 31, 1990 and thereafter,levy a sewerage service charge, as a surchargeof not less than 20 percent on charges for water service, to be payable by all water consumerswho are served by a private water connection,and whose property abuts a street at a point along its length at which a public sanitary sever is provided (para 5.15).
7.02 The execution of a SubsidiaryLoan Agreeomntbetween GOAP and HKWSSB is being made an additional condition of effectiveness.
7.03 A condition for disbursemont(para 3.23) is that HKWSSB will formally adopt a Training Action Plan, agreed to by the Bank, before loan or credit disbursementswill be made against expendituresfor personnel training.
Reco=mendation
7.04 Subject to the above conditions and assurances,the proposed project constitutesa suitable basis for a Bank Loan to India of US$10.0 million equivalent for 20 years, including5 years of grace, at the standard variable interest rate, and an IDA Credit of SDR 63.9 million (US$79.9million equivalent) to India at standard IDA terms with 35 years maturity. - 53 -
Page 1 of 7 INDIA
HYDERAD WATERSUPPLY AND SANITATIONPROJECT
The Sector Context in Andhra pradesh and in Hyderabad
Andhra Pradesh - Urbanization - Institutional Arrangements
1. Hyderabad is the capital of the State of Andhra Pradesh (AP). The Hyderabad Water Supply and Sanitation Project would be the first Bank- supported project in this sector in this state.
2. AP was formally constituted as a separate state in 1953 and its present boundaries were determined largely on linguistic grounds decided in 1956, apart from some subsequent adjustments along the border with Tamil Nadu in 1960. The dominant language is Telugu. Earlier, much of AP and some parts of some adjoining states were ruled by the Nizam of Hyderabad.
3. AP is in south-east India, and is India's fifth largest state in area (277,000 ko2) and fifth largest in Ropulation with 53.6 million people, according to the 1981 Census. Its south-easterly border is the Bay of Bengal. In sequence from the north, through the west to the south, AP borders the states of Orissa, Madhya Pradesh, Maharashtra, Karnataka arid Tamil Nadu.
4. AP receives about 67% of its 894 mm mean rainfall from the June- to-September south-west monsoon and a further 25% from the October-to-December north-east monsoon.
5. AP is drained by the two major river systems of south-east India, the Godavari and Krishna 1/ Rivers. The Musi River, which flows through Hyderabad, is a tributary of the Krishna. The Manjira River, the source of the additional water to be supplied under this project, is a tributary of the Godavari. The Godavari and Krishna river systems together account for an estimated 84% of the utilizable surface water of AP.
6. AP has three distinct phvsionraghic regions: (i) the coastal plain with elevations to 200 m, (ii) the Eastern Ghats and (iii) the Pene Plain, which is part of the Deccan Plateau, and in which Hyderabad is located. Nearly half the state (47%) is considered to be chronically drought-affected.
7. Population trends, compared with those of India as a whole, are as follows (MG is annual average growth rate):
Population in millions 1961 MG% 1971 AAG% 1981 INDIA 439.1 2.24 547.9 2.26 685.2 Andhra Pradesh 36.0 1.91 43.5 2.11 53.6
1/ The Godavari has a total catchment of 312,811 sq. km. over part of the five states of Orissa, Madhya Pradesh, Maharashtra, Karnataka and AP. The Krishna has a total catchment of 258,948 km sq over part of the three states of Maharashtra, Karnataka and AP. - 54
AEX 1 Page 2 of 7
Thus, populationgrovth rates have been somewhat below the India averages.
8. AP's urban population in 1981 was 12.5 million, or 23.3% of the state's total population. This is exactly the same proportionof urbanized populationwhich prevailed for India as a whole.
9. There are 234 urban areas in AP. These are organized as 3 Municipal Corporationsand 93 Municipalities;the remaining 138 are Panchayats. However, in 1981, 50% of the urban populationwas in the 20 Class I cities having a populationof more than 100,000. The urban population is fairly evenly distributedin the three major regions of AP. Between 1961 and 1971, the annual urban populationgrowth rate was 3.0%; this increasedto 4.1% in the period 1971 to 1981, which is slightlyhigher than the 3.9% urban populationgrowth rate that provided for India as a whole in this period.
10. Within the state government,a Departmentof Housing, Municipal Administrationand Urban Development(DHMAUD) has the general resRonsibilitY fo.r urban local governmentand urban development. (A PanchayatRaj Department has correspondingresponsibilities in rural areas.)
11. Other state-levelinstitutions of some relevance to this project are the IrrigationDepartment, which has a broad water resource planning, managementand developmentrole, the State of AP Ground Water Board, and a State PollutionControl Board, having a standard setting and regulatory role, especiallyin relation to industry.
12. Within DHMAUD, a Public Health EngineeringDepartment (PHED) has the responsibilityfor the oversight,planning and sometimesengineering and implementationof urban projects in the water supply and sanitationsector. The professionaltechnical staff of both HMWW and MCH are PHED officers on deputation.
13. Within the MunicipalCorRorations (para 9), there are three statutory levels of authority. The first is the elected Council (often referred to as the 'General Body'), presided over by a Mayor, elected at large. The second is the 'StandingCommittee' (of the General Body) and the third is the Commissioner,- the Chief AdministrativeOfficer of the Corporationand a state governmentappointee. The arrangementsin the Municipalitiesare similar. The municipalmandate generally includes water supply, sewerage,sanitation, roads, drainage, solid wastes collectionand disposal,preventive health care, slum improvementand parks-recreation. In Hyderabad, this list has excludedwater supply since 1982, and now excludes sewerage (para 30).
14. The largest source of financeof MuniciDalCorporations and Municipalitiesis their authority to tax real property; the second source is compensationunder the EntertainmentTax Act. There is also an annual state grant. - 55 -
ANNEX1 Page 3 of 7
15. In five of the 93 Hunicipalitiesand in all the three Corporations,there are altogethernine "Urban DevelopmentAuthorities" (UDAs) (Hyderabadhas two), headed by a state-appointedBoard and formed under the AP Urban Areas Act, 1975. Their area of authoritymay extend beyond municipal boundaries and their authority includesland-use planning and control. These UDAs receive an annual AP grant of Rs 10 million each but supplement these resources through surpluses from land developmentprojects and through fees from land-ownerswhen their land is rezonedby the UDA to a higher use- classification.
16. AP's Seventh Plan 1985-90 allocatesresources to water supply- sanitation (WSS) and housing and urban developmentas follows:
AP's Seventh Plan 1985-90 Rs Crore S WSS % WSS Total Elan Urb Total
TOTAL PLAN 7,500 100% of which: WSS, Housing Urban 982 13% of which: WSS - Hyderabad 75 38% 17% - Other Urban .k2% 27S Total WSS Urban 195 1900% 44%
Add WSS Rural 250 56S TOTAL WSS 445 100% 6%
17. Thus, Hyderabad'sWSS sector allocationis 38% of the total urban allocation;this can be comparedwith Hyderabad's25% of AP's urban population. The allocation for the WSS urban sub-sector is 44% of the total sector allocation. This can be compared with the (1981) 23% of the AP's population in urban areas, and possibly accounted for by the typicallym ' higher per capita investmentcosts of WSS services in urban as compared to rural areas.
18. Of particularnote is the 6% of total plan allocationto the WSS sector; this is high by general comparisonwith other countriesand significantlyhigher than the 3.6% in India's Seventh National Plan.
19. A comparisonof AP's achievementsand targets under the UN- declared InternationalDrinking Water Supply and SanitationDecade 1981-90 (IDWSSD)with those of India as a whole is on Table Al.l. Of particularnote:
(i) The proportion of the urban population served by water supply in 1981 in AP (55.3%)was much lower than for India as a whole (72.3S); - 56 -
ANNEX 1 Page 4 of 7
TABI A.
INDI.A: INTMNATIONAL DRINKING WATER SUPPLY AND SANITATION DECADE
INDIA A NXIX A PPADESN Total Population(milltrons) ------...... --...... Urban urol Total Urban mural Total ...... 1961 Cenma) 1¶59.73 525.46 65.19 12.49 41.06 53.55 1985 174.55 557.66 732.41 13.61 43.11 56.75 1990 196.84 601.94 798.78 15.36 45.86 61.22
Populetionserved - isterSupply (milLions) ......
1961 Actual 115.48 162.07 277.55 6.91 16.74 23.65
1985 Origfint Target 133.81 295.58 429.39 7.42 27.98 35.40 1965 ActuaL 127.23 313.56 440.79 7.10 30.80 37.90
1991 Origifrl Target 190.55 608.59 799.14 14.27 45.72 59.99 1990 Revised Target 169.96 452.38 622.34 11.58 35.50 47.08
Population Served- Wter Supply (percent)
1981 ActuaL 72.3S 30.8X 40.5X 55.3S 40.8X 44.2X
1985 Original Target 81.1X 53.0X 58.6X 54.4X 64.9X 62.4X 1965 ActuaL 72.9% 56.2X 60.2X 52.1X 71.4X 66.8X
1991 Original Target 100.0K 100.0X 100.0K 100.0X 100.0X 100.0K 1990Revised Target 86.3X 75.2K 77.9K 75.4X 77.4% 76.9K
PopulationServed - Sanitation (milLions) ......
1961 Actual 40.u5 2.80 42.83 1.40 1.40
1985Original Target 54.34 5.26 59.60 1.40 0.75 2.15 1985Actual 49.56 4.03 53.59 1.48 0.73 2.21
1991Original Target 154.36 152.17 306.53 11.42 11.43 22.85 1990Revised Target 87.91 12.06 99.97 5.47 2.12 7.59
PopulationServed - Sanitation(percent) ......
1981Actual 25.1X 0.5X 6.3X 11.2% 0.0% 2.6K
1985Original Target 33.0K 0.9° 8.1% 10.3% 1.7% 3.8% 1985Actual 28.4% 0.7K 7.3% 10.9% 1.7% 3.9%
1991Original Target 81.0% 25.0% 38.4X 80.0% 25.0% 38.1% 1990Revised Target 44.7% 2.0% 12.5% 35.6% 4.6% 12.4X
Sources:Original Targets from "National Master Plan-India; International Drinking Water Supplyand Sanitation Decade"; Ministry of Worksand Housing, NewDeLhi; July, 1983
All otherinformation from "Mid-Decade Review - 1986" -57
ANNEX_1 Page 5 of 7
(ii) The proportion of the urban population served by sanitation in 1981 in AP (11.2%) WEs less than half of that in India &a a whole (25.1%);
(iii) Between 1981 and 1985, achievementsin urban water supply and sanitationdid not keep pace with populationgrowth in AP. By 1985, the urban populationserved with vater supply in AP had declined to 52.1% and with sanitationto 10.9%, whereas modest gains were achieved in India as a whole.
20. India's IDWSSD Plan notes that a high proportion of the population of AP is economicallybackward (42.3%),that the per capita income of the State is among the lowest in India, and that a high proportion of AP's area is chronicallydrought-affected (47.1%). In consequence,the Plan concludes that a high priority should be accorded to AP in the IDWSSD program.
Hyderabad - the City and Environs - Institutions
21. Hyderabad is located about 300 km west from the Bay of Bengal in the 'Telengana Region of AP, which is the inland upland area on the Deccan Plateau. The elevationis about 540 m above mean sea level. The terrain is undulatingwith some exposed rock outcrops and boulder-strewnareas. The average annual rainfall is about 800 mm, concentratedin the June-to-September south-westmonsoon. The city is drainedby the Musi River, a tributaryof the *Krishna(para 5), and by numerous small tributarydrainage courses.
22. The bountariesof the MunicipalCorporation of Hyderabad (MCH) 2 2 enclose an area of 169.3 km 2 , of which 45.1 km is to the south and 124.2 km is to the north of the Musi River. Since 1964, these municipalboundaries enclose the previously separate city of Secunderabad. At the 1981 Census, the populationof MCH was 2.18 million.
23. However, there is a considerablecontiguous urbanized area outside the MCH boundaries,including most of the area's industrialdevelopment, but also considerableresidential, commercial and institutionaldevelopment.
24. Populationdata for Hyderabad is available for three distinct areas:
(i) The HyderabadMetropolitan Area (HMA); an area of 1534 km2 , all under the land-useplanning and control of the Hyderabad Urban DevelopmentAuthority (HUDA). This area extends into three Districts (Hyderabad,Rangareddy and Medak).
(ii) The HyderabadUrban Agglomerate(HUA); an area of 309 km2, includingall of the area if MCH (169 km2 ) and an additional 140 km2 of contiguousurban area, which in turn includes the 40 km2 of the Hyderabad Cantonment. - 58 -
AN1E Page 6 of 7
(iii) The Munici al Cornorationof Hvderabad (MCH) area of 169 km2. In tabular form, these areas, together with the historic populations as reported by HUDA togetherwith computed average annual growth (AAG) rates are:
AREA Populationin millions
HMA 1534 1.39 3.71 2.00 3.64 2.86 HUA 309 1.25 3.71 1.80 3.71 2.59 MCH 169 1.11 3.79 1.61 3.08 2.18
From the above, the population of the outskirtsis growingmore rapidly than that within MCH boundaries. The above growth rates are somewhat less than the 1971 to 1981 urban population growth rates of 3.9% for India as a whole, and 4.1% for AP as a whole.
25. Various estimateshave been made of the future RoRulation of Hyderabad and the adjoiningurbanized area. HMWW has estimated the 1991 water service area population as 3.39 million, of which 2.73 million are in the MCH area. A report on future water supply for Hyderabad1/ adopts an estimate of 4.80 million for the MCH area by Year 2011, which is consistentwith the estimatesof the HyderabadUrban DevelopmentAuthority (HUDA). However, the same report adopts an estimate of 1.20 million for the adjoiningurbanizing area, which is much lower than HUDA's estimate of 3.85 million for the same area. The report on future water supply t/ estimates:
1981 Populationin millionr HUDA 191 00 2011 HKA 2.86 3.30 4.50 6.00 MCH 2.18 2.84* 3.69* 4.80
* By exponentialinterpolation.
26. Hyderabad'seconomy is no doubt partly assistedby its location in relation to transportationinfrastructure. It is well connectedby rail, road and air to the importantcenters of India.
27. Most of the Hyderabadarea's large industriesare outside the MCH area. There are 31 such industriesserved by HMWW's water system. These are concentratedin the productionof chemicals,pharmaceuticals and ordinance.
28. Local governmentfor Hyderabadproper is by the MuniciRal CoXrorationof Hyderabad (MCH) (paras 9 and 13), which operates under the authority of the HyderabadMunicipal Corporation Act 1954, as amended. Of relevance to this project, MCH has had the responsibilityfor the
1/ 'Report of the Expert Committeeon Augmentationof Drinking Water Supply to Twin Cities of Hyderabadand Secunderabadfrom Krishna/Godavar' River"; Hyderabad,May 1987. - 59
ANENB Page 7 of 7 construction,operation and maintenanceof the city's sanitary sewerage system until fall 1988 (see para 30), and its CommunityDevelopment Department has accumulatedexperience with the implementationof low-cost sanitation programs.
29. In Hyderabad,there are also two Urban DevelopmentAuthorities (para 15): HUDA (para 24(i) above) and the Quli-Qutub Shah DA. The latter is concernedwith preserving and enhancing areas of historic importancein Hyderabad.
30. Water sugnX is usually within the municipalgovernment mandate in AP. However, in Hyderabad, the HyderabadHetropolitan Water Works was constitutedas a Board' under the AP HyderabadMetropolitan Water Supply and Sewerage Act, 1982. That part of this Act giving HMWW a sewerage responsibilitywas never declared effective; sewerage remained at that time a responsibilityof the Municipal Corporation. In 1983, following a change in Government,this Act was repealed. The institutionalname has survived,but the organizationalform became that of an agency of GOAP. In fall 1988, the institutionalresponsibility for sewerage in Hyderabadwas transferredto HMW;.
31. At appraisalin March 1988, GOAP advised the Bank of its intention to constitute a new wBoard'by special legislation,to be known as the HHyderabadMetropolitan Water SuRply and SewerageBoard" (HMWSSB)which would assume the full responsibilitytor the management,planning, design, construction,operation and maintenanceof both water supply and sewerage services in MetropolitanHyderabad. This legislation,the Hyderabad MetropolitanWater Supply and Sewerage Act, 1989, was introduced into the AP legislatureor, March 11, 1989, was passed and received the assent of the Presidentof India - as requiredby its impingingon 'concurrent"topics under India's constitution- on June 30, 1989. All provisionsof this Act became effectiveNovember 1, 1989 followingan October 5, 1989 notificationto this effect in the Andhra Pradesh Gazette.
32. The Act provides Aor a financiallyviable water supply and sewerage utility organization,and gives the Board the authorityto set tariffs, includinga sewerage service tariff 'not exceeding35% of the bill charging for the water consumed... - 60 -
ANNEX 2
HYDERAkAD WATER SUPPLY AMr, SANITATION PROJECT
Bank Financed Water Sunoly-Sanitation. Urban and Urban Transport Projects in India
DATE$ (FMD/TV)
SIqI. PROJe0 I C * Lam CLOSI
Prl" wtow t U_| a AAt 16ICE STl PoetenJ WtCF tMeUT at OS . ....! Is CITY ttAy uro.. Trinup P7 uCU me Una so u55 mS PUTMIU6l I1 ~~~~~~~...... NOW...... V 0..1...L A..... I 41U _5 __ti _ -t 73 116.2 55.0 - 1/SI/S 3/13/74 ;3la 3 4ISI Mm sq`Clet EEl 7 94.9 4*7 31.0 6/14/73 1/10174 12131/79cLaiiii 76 1.0/2C CLO 3 441M36 560186 INWUt_Utt Pr~ $411111" E T 76 n wtso6 ln1t/40. 130 . /19/73 2106/74 1231/U2 4 41a013f TEP.tSO SE EA 7 1. 13 25.0 10/2076 3/10/77 4/310/64CLOSE 3/0/7 4/01/77 CLOS 1 41513 ws o_IU m E 77 52.0 0r 24.0o2./3U CLOWS 4 41560154MmI Sueis Calaitta 06-11 76 13.? 716 67.0 12/13/77 4/0 7/n 4/30/84 7 416901? *Ueetra "ew Wu-it 79 411.6 IQ* 196.0 7/25/71 6/11/79 3/31/6? 3n/31/ CLOSE 2 69166 P 6 _ TV9 76.0 64 3.0 912170 1/25/1,9 3,131/7 CLOS 9041160169wa ~e mb e 06VM T 79A 100.0 19 44.0 5/01/79 11/09/79 4m/30 CLOSE 1041590164 Mmt Stt ut Catafiltt t J"-tsaTEA ila50 121.7 I 60 /0/ 1l2/s/12 126/30/ 11 41=MI1141MM169en Tlwjat_ Now u"on ScE5 nit5nolJ7/1*2o 60I xseo16.0 1046 680.0 6/19/SO 6/05/SO 12/31/67 12/31/Ut CLOSEl 12 410116 tt Po4Usla N.e.. U61LE- 67.9 IU 42.0g 12/16/12 3/21/SI 3/31/67 3131/01CLOUD 13 414P021 lwn Pr* £a, 0 6 121 1. 1.031 SaonoV062vttes25.0 - 0/27/61 4/22/62 4/30/67 CLOSE 11 4 1mistlt tr 2 5 0 s WI2 PROJECT CCEDIT LOU PLUS me of COST Amount Amont LOU0 PIOJCTS lilt1. liSt Unal us%t ...... "ATIOm" NamI FI miom 1 840. 250.0 250.0 ...... STATS'OPECTS Watwr 9t&y-Sawer 7 817.3 392.0 0.0 392.0 urban 4 162.1 492.2 ". I36.3 Truuet 0 0.0 0.0 0.0 0.0 I...... SLTOTnL STATE 11 1,679. 8".2 4.1 M26.3 ...... sIuL CIe Water SUItP-S.w0fe. 4 906.3 412.0 93.0 S05.0 P0JCTS urAmA 7 1,032.0 '10.0 0.0 491t.0 Traeupmn 2 172.2 16.0 25.0 81.0 ...... ;..... SATOTALCITY ¶3 2,190. 96.0 11.0 1,064.0 ...... Get TOTAL 25 4*710.7 1650.2 412.1 2,262.3 .*** *. **e....s"...... BS 9*-ECTOS WatersOPty-SIWfs. 11 1,803.6 804.0 93.0 897.0 urtn 11 189.1 990.2 44.1 10. Truwrt 2 172.2 56.0 25.0 81.0 Haous Firwnce 1 840.8 250.0 250.0 T ...... 1...... CItANtTOTAL Z5 *,210,7 1,850.2 0t2.1 2,262.3 ...... - 61 - ABUE 3 PaSe 1 of 10 INDI HYDERABADWATER SUPPLY AND SANITATIONPROJECT The ExistingWater System - Rehabilitation(Proiect CouDonent 2) Introduction 1. This annex suarizes the project preparationreview of the existing water system, which has led to the definitionof Project Component2, "Rehabilitationand Strengtheningof ExistingWater Systems',and parts of the project's technicalassistance. It is organizedin five parts: (i) Introduction,(ii) Water Sources and Transmission,(iii) Water Treatment, (iv) Water Distribution,Connections and Standpostsand (v) Workshops, Laboratoriesand Offices. The institutionalarrangements and the acronyms HMWW and HMWSSB are described in Annex 1 paras 30 to 32. Water Sources and Transmission 2. The existing water system obtains water from three surface water impoundments. Two are upstream of Hyderabad on each of the Musi River and its .ributary,the Esi River. The Musi River flows throughHyderabad and is a tributaryof the Krishna River. These sources provide a gravity supply. A third existing source is the barrage on the Manjira River, which is a tributaryof the Godavari,which has been developedin two schemes referred to as the Manjira Phase I and Phase II sources. In both, water is pumped first to the respectivetreatment plant and then, in two stages, to the city. 3. Groundwater. Hyderabad is underlainby ancient rocks of volcanic origin. Such rock formationsare not normally good groundwatersources. However, the groundwaterprospects have been studiedboth by the Central Ground Water Board of GOI in 1982 and by HMWW in 1986, who consulted extensivelywith the State Ground Water Board. The quantity of groundwater withdrawalby private sources,mainly industriesand hotels but not including the general public, is estimatedto have increasedfrom 15 Mld in 1982 to about 80 Mld in 1987. This is no doubt one consequenceof the 1984-87 drought conditionsand the inadequacyof the public water supply. 4. HMWW itself has constructedsome 4500 borewells in the Greater Hyderabad area. Some 3920 of these are of 100 mm diameter and fitted with handpumps and are used by the general public. The remaining 580 borewells are of 150 mm diameter and fitted with submersiblepumps. Of these, 425 are in working order and have yields of about 4500 liters/houreach, and yield in the aggregate an estimated40 Mld. Most are connecteddirectly to the distributionsystem, but others are used as filling stations for mobile tankerswhich are operated by HMWW. - 62 - ANNEX 3 Page 2 of 10 TABLE A3.1 INDIA: HYDERABAD WATER SUPPLY AND SANITATION PROJECT HYDERABAD: EXISTING SURFACE WATER SOURCES AND TRANSMISSION SYSTEMS PFMR ECISTING SURFACE DMPOUNUDXT SOURCES SOURCE -- Oa nsagar HLyathsagar ManjLra I ManjLra II Year Co issm oned 1923 1927 1965 19S1 River Must EZs Manjira Manjira Catebment (km2) 738 1311 ------16,770 ------Spillway Level (m) 545.59 537.51 ------503.45 ------Storage CapacLty(MCM) 124.6 104.8 ------42.50 ------Nominal Yield (Mld) 114 Mld 90 Mid 62 Mld 164 Mid Drought Yield (Mld) 23 Mld 23 Mld 82 Mld 164 Mld Distance to City (km) 9.6 km 9.6 km ------56 km ------ TRANSMISSION TO TREATMENT PLANT ______Pumped or Gravity Gravity Gravity Pumped Pumped Pump Capac. (Mld) 86.36 Mld 166.30 Mld Head (a) 40.50 m 22.50 m Start Elev'n (m) 545.59 m 537.52 m 493.78 m 493.78 m Length (m) 14,200 m 9,600 m 5,000 m 1,000 m Diameter (mm) Channel * 1524 an 1016 mm 1067 mm Material Hume CI CI End Elevation (m) 533.70 m 528.00 m 522.68 m 504.22 m TREATMENT PLANT (WTP) Name** Asifnagar Miralam Rajampet Kalabgur Capacity (Mld) 123 Mld 90 Mid 82 Mld 164 Mld Clear W Storage (MI) 1.95 Ml 0.91 Ml 1.23 Ml 15.46 Ml TRANSMISSION TO CITY WTP to Pattencheru - - Pumped Pumped Pump Capac. (Mld) - - 90.32 Mld 164.09 Mld Head (m) - - 68.00 m 65.00 m Start Elev'n (m) - - 519.68 m 501.24 m Length (m) - - 24,000 m 30,000 m Diameter (mm) - - 990 mm 1500 mm Material - - PSC PSC End Elevation (m) - - 544.85 m 544.85 m Pattencheru to Lingampally (Manjira I) Pumped - Pattencheru to Sydernagar (Manjira II) - Pumped Pump Capac. (Mld) - - 88.00 Mld 164.16 Mld Head (m) - - 73.00 m 80.00 m Start Elev'n (m) - - 541.85 m 541.85 m Length (m) - - 11,000 m 11,000 m Diameter (mm) - - 914 mm 1500 mm Material - - PSC PSC End Elevation (m) - - 592.23 m 605.56 m * The water cross-section of the channel Is a semi-circular bottom section of 2.5 ft radius wLth an upper rectangular section 5.0 ft wide by 4.5 ft deep. The aqueduct 1s of stone masonry constructlon. *T There is also 9.0 km of 750 mm RCC gravity main connecting the Osmansagar source to an old and small treatment plant at Sh-lkpet, from whieh the water is pumped to the Golconda reservoir on a nearby hillock from whence lt is delivered to a nearby milItary area and the Golconda distribution zone. It is proposed that thLs Sh-lkpet plant be abandoned and the raw water diverted to Asifnagar through exLsting pipelLnes. NOTE The total nominal source yield above Ls 450 Mld. STh 1987 actual yield, because of drought, was about 292 Mld. - 63 - ANNEX 3 Page 3 of 10 5. The State Ground Water Bcard is of the opinion that the present public and private withdrawalsapproach, and may even exceed, the annual reliable recharge levels. Thus, it has been concluded that the groundwater will continue to play only a very limited role in the provisionof public water supply in Hyderabad. 6. The total of these surface and groundwatersupplies to HKWW in normal and non-droughtyears is 490 Mld. Of this total, some 69 Mld is "committed"in the aggregate to 31 industrialconsumers outside the MCH boundaries. A further 142 Mld is 'committed'to 25 bulk consumers,also outside the MCH boundaries. These bulk consumers include other municipalities and villages, the Central and Osmania Universities,the Railways (housing)and the Cantonment. The net supply for MCH then is some 279 Mld. On a gross supply basis, this is a mere 102 lcd (litersper capita per day) for the estimated2.73 million people to be served within MCH by the year 1991, and the concurrent demands of commerce, industryand institutions. This figure can be compared to the 218 lcd available in Delhi, the 191 lcd availablein Calcutta and the 158 lcd available in Bombay. Under drought conditions,the total supply available reduces to 332 Mld. Under these conditions,if the "committed"supplies are deducted,the remaininggross supply for Hyderabad reduces to a mere 44 lcd. 7. Such drought conditionsprevailed for the four years 1984 through 1987. One consequencewas the restrictionof domestic water supply within MCH to a period of two hours every second day. 8. Elements of the source transmissionsystems in need of strengthening,replacement or rehabilitationand which are included in Component2 of the proposed project are: (i) provisionof bulk meters, and (ii) the replacementof 4.5 km of the existingKalibgur to Pattencheru (Manjira II) PSC transmissionmain, which is leaking severely,with MS pipes. The open channel masonry acqueducton the Osmasagarsystem, which was leaking severely,was repaired during the 1984-87drought. The provisionof: (i) standby motors for the raw water intake at the Manjira Barrage; and (ii) replacementpumps and motors for the pumping plants at each of the Rajampet and Pattencherupumping stations (Manjira I), is being undertakenseparately and outside the project. Water Treatment 9. On Table A3.2, four water treatmentplants are listed, correspondingto the four water sources for Table A3.1. It is noted that the old and small water treatmentplant at Shaikpet is to be abandonedas it has outlived its useful life, as explainedin the footnote to the Table A3.1. 10. The Asifnagarplant is the oldest and the one in the poorest condition. Here, some of the structuresare in need of repairs. Further study is required,and technicalassistance is included in the project to determinewhether replacementof substantialparts of this plant would be - 64 - ANNEX 3 Page 4 of 10 TABLE A3.2 INDIA: HYDERABADWATER SUPPLY AND SANITATION PROJECT EXISTING WATERTREATMENT PLANTS* Asifnsger Waer Trestment Plant MiraIse Rajampet Kainbgur ------Water Water wakter P;ttere;n Candy Pneumatic Treateent TrVatent Treatmrt TOTAL Plant Piont Plant Plant Plant Plant Wan oure ------G-mOineaga7- - - - HimayathBagar Manj ira I Manj; a II Ceomiseioned 1921 1931-64 1974 1957 1965 1981 Capacity in Mtid 123 Mid 41 Mid 55 Mid 27 Mid 90 Mld 82 Mld 164 Mid Water to Plant By: - - Open Channel - - RCC Pipe Hus Pipe CI Pipe CI Pipe - Lenth (a) - - 14,200 m - - - - 14.200 * 90600 a 5.000 * 1.000 a Raw Vater Turbiditie* - Monmoon 500 ppm 500 ppe 5.000 up to 50,000 ppm - Other 20-50 pp 10-200 ppe 30 - 100 pp. Prechlorination ? Yes ? Yes at present Yes Preettling No of T nk - 9 Tank - - 1 4 Vert. -Moriz. or Vert. Vsrt. Horiz. Clarifiers -Detention (Houra) 1-1.5 Hours 4 Hours 4 Hour. Sedimentation No Of Tanks 2 Tank. 4 Tanks 1 Clari- 36 2 Clar;- 4 Cla,i- -Moria. or Vert. Horiz. Vert. flocculator Vert. flocculators flocculatora -Ostention (Hours) 2-3 Hours 1.5-2 Hours 0.5 Hours 2.5 Hou,& 2.0 Hours 2.5 Hour, Filters (Rap Sand Oran) 12 Filters 9 Filters 3 Filtera 10 Filteor 9 Filters 18 Filter. - Lose of Heed Meters Nne Not Working t Need Repl't Need R*pl't Need Repl't -ate of Flow Contr None Not Working t Need Repl't Need Repl't Need Repl't Backeash Interval 48-72 Hours 48-72 Hour. 48-72 Houra 48-72 Hours 24 Hours 24 Hours Poet Chlorination - - 1-Chlirinator - - 1 Chlorinator 1 Chlorinator 2 Chlorinat's 2 Chlorinat' Clear Water Reservoir - - - - 1.56 Ml - - - 0.46 Ml Smell 8lTerk 1.36 Ml 3.2 Ml and .4.5 Mi Diet'n 12 3 Ml Outflow (Oravity or Pueped) ------Cravity ------Crovity Pumped Pwmped (Pump to (4 p 0 45 Mid (4 p 6 82 MId Jahnnuma) 68 a Head) 65 a Head) Oeckw sh Recycling ------Y a-None------Yea None Laboresory Yea-the main and aoet coeplete H4dv lab V. Sals V. small Norio Workshop Yea but eoee of the equip-ent needs None None None replacement Ceneral Acoeaeeent Condition feirly poor Condition Condition Condiiton Condition somewhat Fairly Fairly Fsirly better Cood Cood Cood Eatimted Coete Rehb'n Re 14.48 million ------Rs 2.03 mill. Re 1.60 mill. Re 2.68 ill. (Jen 1, 1988 Base Coat) * Note:There is also en old (built in stages between 1922 and 1950) end "aell Water Treatomnt Plant at Sheikpet. This plant haa 3.04Mld slow sand filter , a `34 Mld rapid snd gravity filter end a 0.9 Mid pressure filter ahih i out of order. The plant's total capacity is 7.7 Mid and only 1.7V of the total e.ieting treatment capacity. This is up plied from the Omonaeaaer source through 9.0 km of 750 m RCC gravity min. The treated ter a pumped to the Golconda resrvoir on a neary hillock fro whene it is delived by gravity to a neatry military area and the Colconds diatribution rone. This plent hae outlived ite useful life and is proposed to be abandonded. The raw water will be transmitted through ecieting Pipeline* to the Aeifnagar plant which has adequate capacity. - 65 - ANNEX 3 Page 5 of 10 justified, as compared to the repair of the existing facilities. The replacementof parts of the plant would reduce the logisticalcomplications resulting from having to take parts of the plant out of service on a piecemeal basis, which would be required if the repair alternativewere to be chosen. 11. The structuresin the remainingthree plants at Hiralam, Rajampet and Kalabgur are essentiallyin good condition. However, the project preparationstudies have identifiedin these and in the Asifnagarplant a large number of fairly small items of piping and mechanical and electrical equipmentreplacement and repair needs. Further, none of the plants have proper inflow and outflowmetering, which is essentialfor proper plant operation,and also to provide useful informationfor the management of the water system. 12. The estimatesfor existing water system rehabilitation(Project Component 2) includea base cost estimate of Rs 20.79 mill'on for the rehabilitationof all these plants, includingthe provision of 7 Ml clear water storage at the Rajampet plant; also includedare separate allowances for the provisionof bulk flow meters. 13. There is considerableroom for improvementin the current operationof these plants. The project's technicalassistance includes the work required to prepare complete operationmanuals. It is planned that these will be also used as a tool in the personneltraining included in the project. Water Storage. Distribution.Connections and Standposts 14. Apart from clear water storage at treatmentplants (Table A3.2), and the project improvements(para 12), the existing water system has some 200 Ml of 'masterbalancing" and/or service reservoirslocated on hills outside the city. With one exceptionthese are surface reservoirsof stone masonry or RCC construction;the exception is an elevated tank. The ongoing Stage 1 and the proposed Stage 2 (which is Component 1 of the Project) of the Manjira Phase III schemeswill add a further 27 Ml to this storage. 15. Water from these "masterbalancing" reservoirsflows to "Rrincipal"and "secondary'reservoirs through the trunk and local distributionsystems. There are 38 "principal"reservoirs at 18 sites; 9 of these reservoirsare elevated, two of them are essentially"sumps" for distributionpumping stations,and the remaining27 are surface reservoirson hills, strategicallylocated and elevated with respect to the distribution area. Their aggregatecapacity is 167 Ml. 16. Together the "masterbalancing' and "principal"reservoirs will provide 394 Ml of storage; this is more than 12 hours of supply after completion of the Manjira Phase III schemes and is adecuate in the aggregate. However, because of the location of the existing storage, some additional storage is required to effect proper and efficientdistribution of the water available after completionof the Manjira Phase III schemes. Such works are - 66 - Page 6 of 10 included in the project'srehabilitation and strengtheningof the existing water system (Project Component2) as follows: Resource Zone Location CaRacity Elevation (m) 1. Prakashnagar Nr PrakashnagarEl. Tk 3.0 Ml 525.0 2. Hussainsagar Nr SlaughterHouse 6.0 Ml 525.0 3. Asifnagar BojaguttaHill 13.0 Ml 540.0 4. Jubilee Hill Jubilee Hill 10.0 Ml 620.0 : ~~~~~~~~~~~~~~~32.0Ml 17. There is a further 33 Ml of 'secondary'distribution storage in 75 small local reservoirswithin the city's distributionsystem: 31 of these tanks are elevated, 21 are "sumps" for local pumping stations,and the remaining 23 are surface reservoirs. 18. Twelve major booster uipningstations at eleven sites. typically having installedpower in the range 60 to 125 hp, exist within the city and operate intermittentlyas required. The use of some of these will be discontinuedafter the completionof Project Component 1. There are an additional40 small booster pumping stations (5 to 50 hp) within the distributionsystem. 19. However, the four additionalservice reservoirs identifiedin para 16 require the provisionof three additionalpumping stations a. follows: Reservoir Pumning Purpose Supply Pumos Head 1. Prakashnagar Local Distribution 7.15 Mld 3 @ 65 hp 25 m 2. Hussainsagar Local Distribution 20.70 Mld 3 @ 200 hp 25 m 3. Bojagutta -- None required ------4. Jubilee Hill Supply to Reservoir 35.00 Mld 5 @ 950 hp 80 m 20. The consultant-assistedproject preparationstudies have consideredthe tr distributionsystem as comprisingmajor ("master balancing' or service) reservoirs,trunk distributionpipelines and the larger booster pumping stations. Analysis has consideredthis system divided into five 'regions" and also into 27 "zones'. The analysis has determined the improvements needed to: (i) properly distribute the water which will become availableupon completionof the Manjira Phase III Stage 1 (under construction)and Stage 2 (ProjectComponent 1) supply improvementschemes and (ii) give a measure of flexibilityin the distributionof water from the various supply sources, having regard to the vulnerabilityof the Osmansagar and Himayathsagarsources to drought. - 67 - ASlEK 3 Page 7 of 10 21. Regions 1 through 3 are areas within MCH, and Regions 4 and 5 are outsideMCH but within the water system service area as follows: Region 1 Region 2 Regiion3 Resgion4 Region S S. of Musi R. N. of Musi R. N. of Region 2 N. & E. of Upstream of S. of Hussainsagar MCH Lingampally N. & W. of MCH Within MCH Within MCH Within MCH Outside MCH OutsideMCH 22. After assessingvarious levels of water availability,giving due considerationto the possibilityof reoccurrenceof recent drought conditions, the studies identifythe need for additionaltrunk distributionmains to effect "north-southtransfers"; ie. to direct water from the less drought vulnerableManjira sources to areas normally served by the Osmansagarand Himayathsagarsources. The studies consider the cost and practicalityaspects (includingtraffic disruption)of three alternativeways of effectingthese "transfers',and conclude in favor of some 22.3 km of trunk main, in 9 sub- components,ranging in diameter from 400 mm to 900 mm. These works are included in Project Component2. 23. The analysis of the local distributionnetwork has been complicatedby the inadequacyof existingmaps and records which lack the detailsof exactlywhat the system comprises.l/ Howevet, three zones have been analyzedusing a computer. The analysisco.usiders various categories of consumer in the zone, assumes a peak-hourfactor of 3.0, which is reasonable, and assesses the works requirementssuch that the system can actually deliver the demands. On the basis of the findings in these three zones, the requirementsfor the remainderof the local distributionsystem have been estimated. 24. Hyderabad'swater distributionsystem has been historically planned for a minimum distributionpressure of 7 meters. This is low but cannot be changed across the board without a major reconfigurrationof the system,which may involveabandonment of many of the existing distribution reservoirs. A minimum distributionpressure of 17 meters is now used in many of the larger cities of India. This higher pressure tends to reduce the level of highly uneconomicprivate investmentin on-premisessumps and pumps to permit water delivery to the upper floors of, say, three-storybuildings. Under the project, distributionpipeline design will be aimed at distribution pressuresof 17 m, where this can be achievedwithout implicationsfor existing servicereservoirs or major implicationsfor the existing trunk distributionpipelines. 25. Further studiesof the existingdistribution network, making use of the maps (para 23) and linked to leakageand wastage studies, are included in the project's technicalassistance. However, provisioralestimates are J/ Completemapping of the existing system is also includedin the project's technicalassistance. - 68 - Page 8 of 10 included in Project Component 2 for both distributionstrengthening and for the replacementof mains found beyond repair in the unaccounted-forwater studies (para 29-32). These strengthening/replacementworks will be designed for the estimated local demands in the year 2011. 26. MetropolitanHyderabad's Water system has about 174,000 private connections,divided into three categories:domestic, non-domestic (coomercial and institutional)and industrial. No new connectionshave been provided since late 1986 because of the 1984-87 drought situation. A 1/2-inch domestic connectionis normally provided to dwellingshaving a plinth area of under 500 square feet and a 3/4-inchconnection to provided larger dwellings. 27. Some 92% (about 162,000)of the water system's connectionsare metered. This is a very importantaspect of the system in the context of the need to encouragewater conservationand deter wastage. To a large extent, water consumptionbeyond reasonableneeds can be constrainedby a sharply progressivetariff structure. In Hyderabad,each consumer must purchase his own meter - selected from an HMWW short-listof approvedmanufacturers - which is tested by HMWW before installation. HMWW has a meter testing workshop; from the records it appears that between 10 and 145 meters are tested daily, (Testingall the 162,000 meters at an average interval of five years would require a daily testing rate of about 130.) 28. There are 3400 unmeteredpublic standposts,mainly to provide water for the poor, for which an annual charge (for which payment is many years in arrears) has been levied against MCH. HMWW has estimated that these standpostsaverage a delivery of about 5400 liters per day during the normal daily service period of eight hours. This is equivalentto a dischargerate of about 0.19 liters/s which is only a little less than 0.25 liters/swhich is often considered to be a reasonableestimate of the full dischargeof an open tap. Accordingly,it would appear that many of the public standpostsare running full for most of the water service period. Hours of Service - Leakage Control 29. In normal times, the practice has been to provide domestic water service for two periods of four hours per day. During much of the 1984-87 drought period, it was necessary to give a severelycurtailed service of two hours every second day. A most desirableobjective is to provide continuous service. This avoids the risk of ingress into the water system of contaminatedshallow groundwaterwhen the pipes are not under pressure. It also removes the incentivefor inefficientprivate investmentsin on-premises sumps and pumps and storage tanks, by those who can afford them, such that people provide for themselvesa twenty-fourhour supply. Such investmentsare inefficientbecause the same funds invested in the public water system could provide far greater benefits. 30. Apart from the recently prevailingdrought conditionsand from the fundamentalinadequacy of the present supply capacity, the major obstacle to much improvedhours of service may be high leakage rates. The absence of bulk meters (or of bulk meters in working order) and the fact that the records of metered consumer consumptionare not aggregated,make it impossible to make an - 69 - ANNEX 3 Page 9 of 10 assessmentof unaccounted-forwater, includingleakage, at this time. However, increasedsupplies and the provisionof bulk moetersunder the project, togethervith computerizedbilling system proposed to be introduced with technicalassistance provided under the project, will make it possible to quantify the problem and initiate some studies on the optimal strategy to be adopted for its resolution,and to commence the implementacionof this strategy. 31. The general form of these studies will be to: (i) quantify the problem and identifypriority areas for attentionon the basis of an analysis of bulk meter records and consumptionrecords (para 30); (ii) prepare comprehensivemaps and records of the system (para 23) based on physical surveys, (includingexcavation and spot checking of pipelines as required); and (iii) determineand resolve anomalies through a computer network model of components (zones) of the system and some field testingof pressures and flows. (Such anomaliesmay be the result of large but previouslyundetected leaks but may also be the result of erroneoussystem records or of valves open or closed but thought to be otherwise). 32. It seems probable that a large part of any leakage problem may be found in service connections,of which in Hyderabad there are 172,000. These, as in most of India, are made of galvanized iron (steel)pipe, which is susceptibleto corrosion in some circumstancesfrom inside, dependingon the characteristicsof the water, and in any event from the outside. Such leaks may be small individually,but there may be many of them. HMWW staff believe the useful life of such a service connectionis a mere 10 to 15 years. The present approach is to request the consumer connectedby a known leaky connection to replace the connection. However, HMWW finds it difficult, in practice, to discontinuewater service if such a request is not acted upon by the consumer. Thus, some investigationand pilot-scaleinstallation of alternativenon-corrodible pipe materialsfor service connectionsare also included in the project's technicalassistance. WorkshoRs - Laboratories - Offices 33. The Asifnagarwater treatmentplant has a suitably-staffedand, for the most part, an adequately-equippedlaboratory for the purposes of managing the water treatmentprocesses and of surveillanceof treated water quality. Certain minor improvements,and the laboratoryneeds of the other large treatmentplants (Miralam,Rajampet and Kalabgur),have been assessed during the project preparationstudies, and the costs are included in the estimatesfor the project (Component2). 34. In addition to these laboratories,HMWW maintains a chlorine residual testing capabilityand a regular distributionpoint sampling program at various depots in the distributionsystem. 35. There is a workshop at the Asifnagar treatmentplant, but replacementof equipmentwhich is worn out or obsolete and the provision of additional tools are also included in the project (Component2). - 70 - Page 10 of 10 36. The main offices of aHWUare inadequate as to the amount of space, and further organizationalgrowth can be anticipated. One consequenceis that a certain amount of additional office space is rented, - but this hampers good internalcoordination. There are plans to construct additionaloffice space at the site of the present main offices; this work is also included in Component 2 of the proposed project. - 71 - ANNEX 4 Page 1 of 9 INDIA HYDERABADWATER SUPPLY AND SANITATIONPROJECT The Existing Sewerage Svstem - Rehabilitation(Proiect CoMRonent 31 Introductign 1. This annex summarizesthe project preparationreview of the existing sewerage system,%,hich has led to the definition of Project Component 3, "Rehabilitationand Strengtheningof the Existing Sewerage System', and parts of Project'sTechr.ical Assistance. This overall assessment of sanitary waste disposalhas also led to the definitionof Project Component4, 'Low- Cost SanitationProgram", described in more detail in Annex 5. This annex is organizedas follows: (i) Introduction,(ii) System Overview, (iii) Service Connections,(iv) Branch Sewers, (v) Trunk Sewers and (vi) Sewage Treatment and Effluent Disposal. The institutionalarrangements and the acronyms HMWW and HMWSSB are described in Annex 1 paras 30 through 32. System Overview 2. The original separate sanitary sewerage scheme for Hyderabadwas planned in 1921 and designed to serve a populationof 468,000 at 110 lcd over an area of about 87 km 2 . The system went into operation in 1931 and the first house connectionswere made in that year. A sewerage system for Secunderabad was constructedseparately, but the two systemswere joined when the cities were amalgamatedin 1964. 3. The configurationof the system is dictated by topography. The Musi River, flowingmore or less west to east, divides the city (MCH area) into a north area of 124.2 km2 and a south area of 45.1 km2. An interceptor sewer follows each of the north and south banks of the river. The south interceptoreventually connects to the north interceptorthrough an inverted syphon, and from this junction the flows are easterly for some 3 km to the existing sewage treatmentplant at Amberpet,which became defunct but is currentlybeing rehabilitatedby MCH (para 7). 4. The main sewers of the 15 drainage districts (north - 7; south 8) follow the principaldrainage courses of the district and join one of the two interceptorsewers. Branch sewers extend from 1hese main sewers and local sewers extend from the branches. The collectionsystem is almost entirely a gravity system,but three small pumping stationshave permitted its extension into low-lyingareas. 5. Since the original system constructionin 1931, the collection system has been extended considerablyas the city has grown. This has resulted in severe overloadingof some parts of the system, and the surcharge overflows to open surface drains. (There are some 40 such drains, or "nullahs",on the north side of the river and 25 on the south side.) The - 72 - ANNEX 4 Page 2 of 9 system has been extended outside the boundariesof HCH to the north, mainly to collect industrialwastes. Hussainsagar,an artificial lake near the center of Hyderabad, is severely polluted as a result of industrialwaste discharges and the inflow of domestic sewage from surface drains and overloaded sewers. All of the nullahs show evidence of severe pollution. The Musi River has little more than a trickle of flow outside the monsoon season despite its very large channel,which may be full vhen carryingmonsoon flood flows. As may be expected, it also shows evidence of severe pollution. 6. Followingsevere floods in 1970, GOAP establisheda committee to investigate,which recommendeda 'remodelling of the sewerage system and the provisionof additional sewage treatmentcapacity. A second study group was also constitutedto examine the strengtheningof the surface water drainage system. In 1981, formal proposalswere submittedto GOI for a three-phase renovationand extensionof the sewerage system and the prevision of sewage treatment. The planned sewered area included all the 169 km2 of MCH, some 100 km2 of contiguousurbanizing areas and 40 km2 of the HyderabadCantonment. The planned ultimate populationfor this area was 4.0 million. 7. MCH's estimatedcost of these works, as revised in 1987, is Phase I Rs 28.7 crores, Phase II Rs 48.4 crores and Phase TII 47.9 crores, for a total of Rs 1.3.0 crores (US$ 96 million),which includesRs 0.7 crore for escalation. To date only works to a value of Rs 9.6 crores, or less than 10% of the total, have been approved for construction.1/ 8. The followingtable summarizesavailable information concerning the existing sewerage system and its utilization.The area consideredis only the MCH area, since the very limitedsewer extensionsoutside this area are largely for the purpose of receivingindustrial effluents. 1/ This program is ongoing and comprises: (i) laying duplicate "K & S" Main (Rs 5.6 crore), (ii) laying duplicate'A' main south of the Musi River (Rs 0.6 crore), (iii) laying Khalasigudamain (Rs 0.3 crore), (iv) laying an extensionof the "H' and 'L' mains up to the south interceptorsewer (Rs 0.4 crore) and (v) rehabilitationof the existing sewage treatmentplant (Rs 2.7 crore)includingan increase In its capacity from 53 to 114 Mld. Completion was planned for 1989. - 73 - ANNEX4 Page 3 of 9 TA NORTH SOUTH Total Area of MCH (Oa 2 ) 169.3 124.2 45.1 SeweredArea (k2) 105.2 73.6 31.6 Population in MCH area ('000) 2700 1850 850 Pop'n in sewered area ('000) 2100 1480 620 No. of sewer connections 180,000 115,000 65,000 Population served ('000) 1260 455 805 @ 7 people per connection Populationserved as percent 60% 54% 73% population in sewered area This indicatesthat, given the capacity improvements(para 12(c)) to the collection system to alleviate the overloading(para 5), it is possible to increaseconsiderably the utilizationof the existing system. From the above table, even with the generous assumptionof 7 people served per connection, there remain 840,000 people within the sewered area not connected to the seweragesystem. A further 600,000 people are outside the sewered area but within MCH boundaries. 9. Part of this under-utilizationis accounted for by the estimated 60,000 to 70,000 instancesof direct sanitary waste dischargeto natural water courses and open storm-waterdrains, of which about two-thirds,say 40,000 to 45,000, are estimated to be within the sewered area. The total of such discharges representsthe wastewater from some 300,000 to 400,000 people and contributesin a major way to the evidence of pollutionnoted in para 5. 10. Another part of this under-utilizationis accountedfor by the lack in many householdsof any facility,such as a private latrine, to connect to the sewer. The occupantsof such householdsmust resort to open-air defecation,in the streets or in vacant urban lands. 11. In some parts of the unsewered areas, sanitary waste disposal is through privately-constructedseptic tanks or throughcommunal septic tanks, conscructedby MCH and connectedto the houses by a small local sewer system. In each case. septic tank effluent is discharged to naturalwater courses or open surface-waer drains. Sanitary waste disposalmay also be through low- cost sanitationlatrine facilities. However, in these unsewered areas also, there are many without household latrine facilities,who must therefore resort to open-air defecation. 12. The precedinghas indicatedthe strategy for a definition of the project components for sewerage and for sanitation (see Annex 5) * 74 - ANNEX 4 Page 4 of 9 (a) A program to effect sewer connectionswhere the present sanitary waste discharge is to a drainage channel and where a sewer is available (Component3); (b) A program to provide pour-flushwater-seal latrines for households without such facilities. These will be connectedto the sewer where one is available;otherwise, the twin-pit technologywill be deployed (Component4 - more detail in Annex 5); (c) A program to rehabilitate(where in poor condition)and strengthen (where of insufficientcapacity) the exLating sewerage collection system (Component3); (d) The provisionof treatmentfor all sewage flows (Component3). 13. Concerning (c) above, it is note4 chat some of the existing sewers are in poor condition, and in some cases this is the result of corrosion from industrialwaste flows. Industrialwastes may need pre-treatmentto avoid: Mi) the risk of sewer pipe corrosion, (ii) detrimentaleffects on the muaicipal treatmentprocess and (iii) undesirableeffects on acceptable land use or effluent-receivingstreams, according to whether the final disposal of the treated effluent is on land or to a stream. 14. Furthermore,the appropriatebasis for charging industriesfor sewerage service in-volvesconsiderations not applicahleto domestic wastes. High flow volumes may require larger investmentsfor flow conveyanceand both investmentand operatingcosts at pumping stations. Moreover, characteristics of the wastes may requirehigher investmentand/or operating costs at municipal treatmentplants. This issue in Hyderabadhas been complicatedby the fact that much of the larger industriesare outsideMCH boundaries and were thereforeoutside MCH's jurisdiction. However, there has been a recent change in the institutionalresponsibility for sewerage (Annex 1, para 30). Moreover, under its recently-approvedconstitutional legislation (Annex 1, para 31), HMWSSB will have the authority to regulate sewer-use. 15. GOAP and HMWSSB have indicatedtheir intent, in collaborationwith AP's PollutionControl Board, to execute studies on industrialwastes, on the need for pre-treatmentbefore dischargeto municipal sewers, on the appropriateregulatory approach to sewer use, on the abatementof liquid industrialpollution generallyand on an assessmentof a suitable basis for calculatingthe sewer use revenue due from industries. The matter of pollution control is of increasingnational, state and popular concern at this time. Service Connections 16. The procedure for obtaininga new sewer connectionhas been to require an applicationthrough a licensedplumber to MCH, togetherwith a fee of Rs 10 and a sketch of the connectiondetails and a deposit to cover the cost of road restoration. Upon approval, the plumber constructs the - 75 - ANNEX 4 Page 5 of 9 connec'Aonat the expense of the applicant. The total cost of a connection is in the range Rs 400 to Rs 2000, dependingmainly upon the length and the road reinstatementcosts. Under recent policy, a sewer connectionis provided to a householder'sproperty line without charge in designatedslum areas. However, elsewherethe procedureand the costs of arranginga sewer connectionmay account for the large number of illicit wastewaterconnections to surface water drains (para 9). The project includes the transfer of 20,000 such connectionsto the sewers. 17. Sewer connectionsare typicallyof glazed stoneware (GSW) of 100 mm or 150 mm diameter and are effected both by "wye. branches in the sewer and by connectionto sewer manholes. Branch Sewers 18. Branch sewers have been defined as those of lesser diameter than 300 mm. The records of these sewers are incomplete,but their total length is estimated to be 1100 km. They are constructedof both GSW and RCC pipe. In recent years, rubber gasket RCC sewer pipe has been manufacturedin India; this better controls the undesirableinfiltration of groundwaterinto the sewerage system, and will be used in the project. 19. Manholes of various shapes and sizes are provided in the branch sewer system. There is no apparent relationshipbetween the size, shape and spacing of manholes and the diameter of the sewer. Good standard designs for manholes and proper criteria for their location and spacing will be developed in the studies under the technicalassistance included in the project. Manholes have been constructedof cement mortar bricks, manufacturedat the municipalworkshop. The frame and cover of the manholes are of cast-ironor of pre-cast concrete and some are fitted with a locking arrangement. Cast- iron access steps are provided. 20. Detailed mapping of the existing branch sewers and a sewer conditionassessment survey are included in Project Component 6 - Technical Assistance. From the informationprovided by the responses to a questionnaire circulatedto the sewer maintenancestaff, it has been estimated that about 13 km of branch sewer are in need of replacementas a result of settlement, corrosion,or deficientstructural condition, and a further 5 km are in need of replacement(or twinning)because of hydraulic overloading. 21. The project includes a total of 26 km of branch sewer. The 8 km additionalto the replacementneeds identifiedin para 20 is for local extensionswithin the existing sewered area, as required, to maximize the utilizationof prior investmentsin the system, and for branch sewer strengtheningand/or replacementnot yet identifiedby questionnaireprocess describedin para 20. 22. Although almost entirely a gravity sewerage system, it includesat present three small Dumping stations - Malakpet,Somajiguda and Puranapul. All these stations are circular in plan shape and a diametricwall separates the wet and dry wells. The pumps are electrically-drivenvertical shaft - 76 - ANNEX 4 Page 6 of 9 centrifugalpumps installedat the dry well floor for positive suction conditions. 23. Under the project, the use of the existing pumping station at Malakpet will be discontinued:the flows will be diverted to a main sewer after its strengthening. New stationswill be constructedat Somajigudaand Puranapulwith a capacity of about triple the capacity of the existing stations and equal to 83 and 280 liters/srespectively; the installedpower will be about 40 and 90 hp respectivelyin the two stations. Trunk Sewers 24. A north interceptorsewer (NIS) on the left bank of the Musi River receives the flow from six tributarysewers, and a south interceptorsewer (SIS) on the right bank receives the flow from eight tributarysewers. The SIS flows cross the Musi through the Chaderghatinverted syphon 1/ and join those from NIS; the joint flow continues through some 3.5 km of "outfall" sewer to the sewage treatmentplant site at Amberpet. This "outfall"crosses the drainage course carrying the overspillfrom Hussainsagar- a manmade lake in Hyderabad (para 5) - through a second inverted syphon at Lingampally2/. There are three additionaltrunk sewers tributaryto the outfall before the syphon and three more after it. Finally, a duplicate "K & S" main is directly tributaryto the treatmentplant. 25. The trunk sewers are those linking the branch sewers to the treatmentplant site and have been defined as those of diameter 300 mm or more, includingthe NIS, the SIS and the outfall. Their total length is 81 km on the north side of the Musi, and 36 km on the south side, for a total of 117 km, or about 10% of the length of the branch sewers. The NIS and SIS both have a maximum diameter of 1050 mm; the outfall is from 1425 mm to 1650 mm diameter. Most trunk sewers are of RCC pipe, but the outfall is constructed in brick masonry. 26. The nomenclatureused to describe trunk mains in Hyderabad is confusing;the initial concept involvedusing the first letter of the name of the major area where the sewer started from; however, there are now five "Al mains in Hyderabad. 27. The unsatisfactorycondition of the existing sewers (paras 13 and 20) is mostly concentratedin the branch sewers. However, there are exceptions,notably where the sewer is carrying industrialeffluent. The preparationstudies for this project have concludedsewer corrosionin the OK & S' main is attributableto industrialwastes. Informationassembled in the project preparationstudies indicatesthat much industrialwaste exceeds the .1/ 2 No. 530 mm pipes and 1 No. 600 mm pipes: Capacity 1 m3/s. 2.! 5 No. 600 mm pipes: Capacity 2 m3/s. This is a differentLingampally from that being the site of a major water reservoir. - 77 - ANNEX 4 Page 7 of 9 limits set by IS 2490, "Tolerancefor IndustrialWastes Discharged to a Municipal Sewerff. 28. In general,however, the conditionof the trunk *ewers is good, but the interceptorsseem somewhat prone to silting; the theoreticalfull flow velocities are in the range of 0.7 to 1.2 a/s. The lower end of this range may not be sufficient to convey the typicallyhigh grit content of sewage in India. The main problem, then, is one of hydraulic capacity. 29. The assessmentof the trunk sewer capacity improvement requirements,undertaken in the preparationof this project, has considered the relative merits of "twinning"of the existing sewers,which is the main concept in MCH's ongoingprogram (para 6), and the alternativeof providing relief sewers by alternativeroutes, and concluded in favor of the relief alternative,where possible. The capacity of trunk sewer improvementstakes account of prospectivelonger-term needs, includingareal expansionof the system,but the areal scope under the project is limited to that of the existing sewerage system. 30. The proposed project includes some 27.65 km of trunk sewers to strengthenand/or relieve existing sewers,which are either hydraulically overloadedpresently, or which will be, given an increasedutilization by those in the sewered area and by some modest future expansionof this area. In summary, the works include strengtheningboth the NIS, the SIS and the outfall sewers and extending the SIS easterly beyond the Chaderghat syphon to a new pumping station at Mosarambagh,which will pump across the river to the Amberpet treatmentplant. It includesthe strengtheningof some of the sewers tributaryto the SIS, and the provisionof a major relief sewer, - the "ErrgaddaMain", extendingnorth-westerly from the NIS and commencing immediatelywest of the Lingampallysyphon. 31. The trunk system improvementsalso include two major Rumping stations additionalto the small pumping stations noted in paras 22 and 23. The first is at Mosarambagh(para 30) to convey sewage from new SIS extension to the Amberpet treatmentplant site. It is planned for a nominal capacity of 1500 liters/s and an installedpower of 360 hp. The discharge forcemainwill cross the Musi River. 32. The secon is the 'AmberpetI' sewage pumping station for pumping the inlet chamber of the Amberpet sewage treatmentplant. Its nominal capacitywill be 6700 liters/s and the installedpower about 1600 hp. Sewage Treatmentand Effluent Disoosal 33. The existing sewage treatmentplant at Amberpet is not operational (para 3) but is being rehabilitatedby MCH with increasedcapacity (para 7). The project preparationstudies have determined that, given sewer system strengthening,increased sewer system utilizationin the existing sewered area and improvedwater supply, the treatmentcapacity availablewill still be - 78 - ANNEX 4 Page 8 of 9 inadequate. The provisionof additionaltreatment capacity is included in the project. 34. The existing Rlant dates to the original sewerage system, which went into operation in 1931. It -wasdesigned to provide primary treatmentfor an average flow of 53 Mld, or about one sixth of the design flows developedin project preparation. The original plant comprised: (i) grit chambers and screens, (ii) preliminarysettling tanks, (iii) a subsequentand larger set of settling tanks, referred to locally as "septic tanks". A clamshellbucket travellingalong the grit chambers removed grit and loaded it to rail- mounted hand-towedwagons. Settled sludge was hydraulicallyconveyed to a "sludgeelevator", which lifted the sludge to hand-towedwagons. Both the grit and sludge were disposed of by land fill. 35. From this plant there is a treated effluent discharge channel running parallel to the Musi River, and also parallel to a second clear water channel fed from an upstream weir across the Musi. Both channels flow to the NallacheruTank, and the mixed flow is availablefor irrigationof a reserved area of about 209 ha, where "Thowla'and "Paragrass"are grown for use as cattle fodder. However, because the plant is not now operational,untreated raw sewage is being used for irrigation. 36. The civil works and piping of the existing plant are generally in good condition,but equipment,such as the screens, grit elevator,sludge elevator and the clear water pump set, used to pump water from the Musi for plant use, are all in disrepair,and the small laboratoryneeds new equipment and an inventoryof supplies. 37. The 'remodelling"of this plant, n3w in executionby MCH and planned for completionin 1989, is based on De:ember 1981 studiesby the National EnvironmentalEngineering Research Institute (NEERI). It expands the primary treatment capacity of the existingplant from 53 Mld to 114 Mld, and comprisesscreens, grit chambers,settling tanks and digesters,a gas holder, a sludge pump house and sludge drying beds. The overall layout anticipates the provision of full activatedsludge treatmentat a later stage. 38. The preparationstudies for this project have consideredthe treatmentflow capacity requirements,(in addition to that of the remodelled existing plant - para 37), the degree of treatmentrequirements, and alternativetreatment methods and sites. On the basis of an economic comparisonof alternatives,the conclusionis in favor of additionaltreatment capacity by facultativeaerated lagoons. Thus, included in the project is an additional 180 Mld treatmentcapacity, first by aerobic then by facultative aerated lagoons at the Amberpet site. A supplementarybenefit of this method of treatment is the relativelyhigh level of pathogen reductionachieved, which is appropriatefor effluent use for irrigationas is proposed to continue (see para 35). Effluent of better quality than 100 mgl biochemical oxygen demand and 200 mgl suspendedsolids is expected. 39. The consultantsassisting in the preparationof this project relied much on their earlier experiencein developingproposals for the Bank- 79 - AMUE 4 Page 9 of 9 assisted sewage treatmentplant for Abmedabad in Gujarat and certain related pilot studies conductedby NEERI. 40. The land area requirementfor this plant of about 25 ha is availableat the Amberpet site, where about 50 ha is owned by MCH. No people will be displacedby the use of this land for sewage treatment. - 80 - ANNEX 5 Page 1 of 3 INQIA HYDERABADWATEP SUPPLY AND SANITATIONPROJECT Sanitation- Past Program ExDerienceand Proiect Component4 Introducti 1. The purpose of this annex is to summarizethe project preparation review of prior low-cost sanitationprogram experiencein Hyderabad. This review, togetherwith the overview of sanitationconditions and prospects in Hyderabad (Annex 4), has led to the definitionof Project Component4 - Low- Cost Sanitation,and parts of Project Component6 - rechnicalAssistance. It Is organizedas follows: (i) Introduction,(ii) Prior Low-Cost Sanitation Experience,and (iii) Low-Cost Sanitationin the Proposed Project. 2. In the late 1970s, in preparationfor the UN-declared InternationalDrinking Water Supply and SanitationDecade 1981-90 (IDWSSD),a considerableUNDP-funded, Bank-executed research effort explored alternatives to conventionalwater-borne sewerage for safe excreta disposal. This effort was launched in recognitionof the scale of the needs for improved sanitation, the high investmentand annual costs for conventionalwater-borne sewerage, and the fact that conventionalwater-borne sewerage itself induces substantial water demands, which furtheradd to the total costs. 3. In India, the low-cost sanitationtechnology of choice, (on the basis of benefit-costprinciples), for both urban and rural applicationhas been the twin-pit,pour-flush, water-seal latrine. With vigorous promotion and financialsupport from GOI, there have been substantialgains in the acceptanceand adoption of this technology,especially in urban areas. Bank urban and water supply-sanitationprojects since 1981 have included a low-cost sanitationcomponent. Prior Low-Cost SanitationExperience 4. Prior low-cost sanitationprogram experienccin Hyderabadhas been institutionallyconcentrated in the Urban CommunityDevelopment Department (UCDD) of the MunicipalCorporation of Hyderabad (MCH). 5. UCDD was created in 1967 to execute a pilot social welfare project in Hyderabad,which received financingsupport from GOI, as well as from GOAP and MCH. In 1976, a "HabitatRscheme of self-helpslum housing was launched with the parallel objectivesof environmentalimprovement and socio-economic development,which realizedUNICEF support in 1977. 6. Through more than 20 years of experience, UCDD has gained a substantialreputation for its work. Moreover, through a "people-oriented" community participationapproach, UCDD has gained the confidenceof poorer groups and slum dwellers,who may be otherwiseapprehensive of those holding public office. - 81 - ANNEX 5 Page 2 of 3 7. More recently,in the period 1983/84 to 1987/88,UCDD has been executinga project which has received support from ODA-UK. The project is a broadly-basedslum improvementproject, which includes a low-cost sanitation component. The original target for this phase of the project was the constructionof 20,000 latrines. These were intended to be mainly individual latrines for individualhouseholds but the experiencehas included some public (multi-user)latrines (paras 9 and 10). At November 1987, 8000 latrineshad been completed and a further4000 were under constroction. The physical implementationwas partly by the Sulabh Internationilorganization, which is an NGO based in Patna, Bihar, with very considerablesanitation program implementationexperience in many states of India. 8. Included in the 20,000 latrines in the above project is the conversionof some of what are locally-knownas 'basket-type'latrines to pour-flush,water-seal latrines. The wastes in 'basket-type'latrines are removedmanually by 'scavengers'and this latrine type is most unhygienic for the user, for the scavengerand for the generalpublic. It is estimated there remain about 16,000 "basket-type"latrines in MCH. 9. The financingarrangements for household latrinesunder the above project required a householdercontribution of 20% (aboutRs 320) of the latrine cost of about Rs 1600 per latrine; the remainingcosts were met as a public grant. The experiencewith public (multi-user)latrines in slum areas under this project was poor. Problems includedvandalism and difficultiesof maintaininghygienic conditions;no more are being constructedin slum areas. 10. However, in other areas, such as near shopping areas and bus stops, the experiencewith public latrines,often linked with bathing facilities,and charging a small user fee, which are maintainedby Sulabh International,has been good. The user fees meet Sulabh's charges for their cleaning and maintenanceservices, but not the investmentcosts. Such public facilitiesprovide a very beneficial and affordableservice to much of the public in such areas as shopping areas and near bus stops. This element of the public is usually only temporarilyir such an area, and comprisesa cross- section of the population rather than a concentrationof the poorer groups. 11. Despite this positive experiencewith some public latri.nes,this concept and its concomitantuser fee does not representa solution to the excreta disposal problem of the poor. The user fee is typicallya modest Rs 0.10. However, assuming three uses per day for each member of a household of six people, the monthly cost becomes more than ten percent of tne Rs 500 which is estimated to be more than the monthly household income of about fifty percent of the slum dwellers. Further, the investmentcosts per capita are usually higher than for individualhousehold latrines, which are the proven solution for slum dwellers, albeit with a substantialgrant element in the program for the sake of affordability. 12. A further phase of the above project is anticipatedincluding, inter alia, a further 20,000 low-costhouseheld sanitationunits. - 82 - ANNEX 5 Page 3 of 3 Low-Cost Sanitationin the ProRosed Proiect 13. Within MCH, there are about 500 designatedslums with a population of about 100,000 households,or more than half a million people, which is nearly 20% of the total populationof MCH. Apart from the ongoing program describedin para 8, while it is not necessarilytrue that those in designated slum areas are without household latrines or have 'basket-type"latrines, informed local opinion is that this is largely the case. Moreover, it is believed that there are many who are outside designatedslum areas, but who are also without household latrines. Thus, assuming the slum population is indicativeof the householdswithout latrines or having "basket-type" latrines,there is an indicatedneed for sowe 60,000 latrines additional to the 40,000 provided or to be provided under ongoing and impendingprograms. 14. Project Component4 includes 20,000 pour-flushwater-seal (or equivalent)individual household latrines. These are expected to be a combinationof 'basket-type"latrine conversionsand new latrines;the costs are similar. The latrines under the project will be connectedto a sanitary sewer, if available,and twin-pit disposal technologywill be used otherwise; again, the costs of these two alternativesare similar. 15. Since a financingpattern has been establishedin the earlier program (para 9), the same arrangementswill be adopted under this project. 16. The low-cost sanitationprogram included in the project will be managed by HMWSSB, who will: (i) review earlier programs in more detail, (ii) develop details of the physical design of latrines to suit varying circumstances,(iii) develop a promotionprogram, (iv) develop aids to implementationand (v) develop and implementa monitoringand evaluation system. - 83 - ANNEX 6 Page 1 of 6 INDIA HYDERABADWATER SUPPLY AND SANITATIgNPROJECT I. DAr SafetX at Singur 1. The Singur Dam on the Manjira River is located some 60 km to the west of Hyderabad. Constructionof this dam is approachingcompletion. The purpose includes irrigation,electric power generationand drinking water supply for the Manjira Phase III Stages 1 and 2 schemes, which will supplement the supply for MetropolitanHyderabad. The Singur Dam has been planned, designed and constructedby the IrrigationDepartment (ID) of the Government of Andhra Pradesh (GOAP),and financedby GOAP. 2. In response to a request from the Bank, GOAP appointed a Dam Review Panel (DRP) 1/ by GovernmentOrder No 459 MA dated October 12, 1988, with terms of referenceas suggestedby the Bank, . These terms of reference are given in Section III of this Annex 6. In addition to dam safety, these terms of referencealso provide for the DRP's assessment of the reliabilityof the water supply yield (see Annex 12). 3. To July, 1989, the DRP had held four meetings in the periods: (1) November 16-17, 1989; (2) December 12-16, 1988; (3) January 16-19, 1989; and (4) May 30 - June 3, 1989. Minutes of these meetings have been provided to the Bank. 4. On Dam Safety, the DRP has made a large number of requests for investigations,studies and physical measures related to a determinationof, or assuranceof the safety of the Dam. A summary of the recommendationsof the DRP from their first through fourth meeting minutes is given on Section II of this Annex 6. Subject to the implementationof these measures, and those arising from the findings of the investigationsand studies, the DRP is of the opinion that the Dam will be safe. 5. GOAP will finance the costs of implementingthe physical works recommendedby the DRP. Pending the completionof the investigationsand studies (para 4), the costs cannot be reliably estimated. However, it is believed they will not exceed Rs 120 million (US$7.5million). 6. The project costs also include the estimated fees and expenses of the DRP in the TechnicalAssistance (Component6) of the project. 1/ This panel comprises seven Indian nationalswhose appointmenthas been agreed with the Bank. Their names and specialties:(i) Dr. Y. K. Murthy, Chairman; Mr. Pritim Singh, Dam Design; Mr. N. K. Sharma, Hydololgy;Mr. R. Ramaswamy,Dam Construction;Mr. V. A. Prakash, Dam Construction;Dr Iqbal Ali. FoundationEngineering, Concrete and Masonry Technology,Stress Analysis and Dam Instrumentation;and Mr. R. V. ChalapathiRao, Geology. - 84 - ANNEX6 Page 2 of 6 II. Summary of DRP Recoaendations of Second Meeting December 12-16, 1988 iA ~ie PM-: S TiD S em TD 1ION IV: PUi3TW4 IMTIINT PT 1 2 12 Extenaon et! dyke downstream of Block No S roqui roe to bo prebed to seom "hater further remdial *ree aro reIr d. Or 2 2 12 r"rP ld*X11dPA" On **&40iO tA0tSt C*rl_*d OUte IN 001100M re" ^1to_oB m "**la. FI 3 2 is 11l S M. W .. brtl t.H : one in onh"vot: a" i1w- rie e: loo gmai1a ows: eary emit aster lees teeta'.no ee t Pr 4 2 15 Waote see tat to be done In the curtain grutgla hol" yiet to b greud to deterel prm eil PT * 2 15 in on" of excutive gromt ewnmetien. _eeendary wcrtein greet hol" to be drilled and greeted. PT I 2 1S One tet hole to be drilled in each block free tho gallery t gurpy eut wetor lees testsro curtain efficay. PT 7 2 17 Prepare note : erth da removed for power de black 1 toe proportin f atriels used for fill. #ITION V HfVOROLO0ICAALSTlDIO - M 0IR OTATION - DWATION !ho-; Aa &§ *"a v WA * 2 1 C rtar uwsl utillzatien in ohaerelhtra(uaed 27.1 T"C ve 34.75 poe Tribunal) and K(rrntaka(17.4 TlZ vw 17.0 2 6 Triual). VA 10 2 21 Make adjustments to motly brook up for upetroae allocations. WA 11 2 21 Conoiderwe of 1924/40 to 19141/7 diecharge date. WA 12 2 22 prepare comprehensive moe for next meting. C Soi so r in Pff 13 2 2J5 en .i] -.0' i PW 14 2 2S 5ii) Confiretien of atorm selection and trmnepoeition by D) and ISlt Pe Is 2 2S (iii) Confirmetionthrouh DM and 11IT that rainfall distributieon is baed on S0 at Aurangaebd. r If 2 2t Revise PW of e44,000euerca after clarifyinabove. PW 17 2 2 Reviseflood routingstudies :(Reoervoir et per IS Code NOTSpillway Crest as uood). Pt 1S 2 24 Carry our flood routingstudlie considering 100 years siltation. RD 1 2 24 n i0.r:Cstien oil ef .aOL (especiallyre liited epillway capacity et Niameger). RO 20 2 24 Work out esergencyoperation schedul: Indicate praesnt/proepsctive flood for eo-tin, arrangements. RO 21 2 24 Carry out downotreamflood hazardevaluation study (i) Moximumspillasy diechlrs; ( i) Au_ied Dos break. w i n tt i en Stu j SE 22 2 25 No o nm e SE 20 2 25 (iv Check ai?l levalof sluicebarrel: considering100 year's siltation. SE 24 2 25 (iN Con-ier effect of spillway discharge on siltation near sluices: considerlt4yroulic Model by APRL VI. DESIIN ASPiS DA 2S 2 20 Prepare see : paresetare asumd for chocking dan stability confirmtory field elb tste t stroese and esfety fetors. DA 26 2 90 Recheck s*ie.ic coefficient with Seiseic Standing Coaittee of CYC. DA 27 2 31 Prepare memo: qualitycontrol tste during construction of rtr da : propertiesof hearting,casing aoil- and filter _trriels. DA 26 2 32 Preare aeso summry of teat result.of foundation and borrow area _tarials. DA 29 2 32 lab coneolidation test. eo black cotton soils calculation of sand drain specing. DA 30 2 32 Installsurface settl_mrt point. : obearveregularly. DA S1 2 32 Install Casgrande type porus tube piezosetar- and slope indicators. DA 32 2 00 Monitor **epage in toe drains : Install V-Notches at suitable intervals. DA 33 2 3S Prepare seeo re freeboard OA 34 2 3S gi Conai4er two or threetrial fetches. OA S5 2 S3 (i Consier wind velocity dote in consultation with DO DA 04 2 33 (ii Provide details of upstream slope protection for s ing rougn efficient. DA 37 2 33 (iv Provide detailed drawing of proposed parapet wall consider future ebanbment/foundltion ssttlew.nt. ?A SS 2 04 Transition Filters Provide all avilable date DA 39 2 35 Seisic De.ign Propare detailed note on factor of * f-ty sportiesl after checking *eiiec coefficient with CC. DA 40 2 37 Spilway 3uekt Hava examined on a priority basis by an Engineering Geologist dee cour i.Pact on stabilityT DA 41 2 07 Meanwnileconstruct an RC pad anchored in hard rock and extending for 10 a donatreas of bucket. DA 42 2 37 Monitor debrie accumltion after each spillway discharge sasmon carryout remedial measures. VII UALXTYCONTROL ANO INFTRIP4TATION QC 43 2 39 Prepare mo quantitias of earthwork placed frequency of seapling inatence" of strengths lees than specifiedi. QC 44 2 09 Extract(1-left flank, 1-right flank) undisturbed eeples from earth dae: teat for densityand sheerstrength: compare basiafor desin. QC 40 2 40 Conduct in-situ p:rmesbility tosta in meonry before and after grouting. QC 46 2 41 Conduct statisticalanalysis of morter strengthl : few randomperiod. of 100 test values. QC 47 2 41 Preparestnte_mnt rquentity of mortar used : frequencyof sampling : instencesof strengthslee. than specifie. IN 48 2 42 rivThfeD Perfirmnee Monitoring IN 49 2 42 gi) Peizosaterfor phrestic line monitoring (agsimple Ceeprande type). IN 50 2 42 (ii) A series of standpipsoi ndiataly below the roci toe at 00 a intervals for mnitoring downstream groundwaterlevels. IN S1 2 42 (iii) onumnt in the earth dam for sonitofing surface settlements. IN S2 2 42 (iv5 Slope indicators for mnitering internal sovement. in the dam. IN 53 2 42 (v)Suitaile devies (et V-Notch) : Msure discharge from formed drain and foundation drainagehole. in _sonry dam and from rock toe in eath dam. IN 54 2 42 (vi) Suitable devicesfor onitoring uplift preaur-e under the *eonry dam. VIII. LiANDL SLtVEY - EVOIR AREA - WATWTIGTNSS OF TMERESVOIR LS0 50 2 44Provide for Meat "eeting LSi 56 2 44 i5) eologiel p otf*ub_ergnce area (1:26.000 OR 1:0,000 bringing out, Karstificetion). LS 57 2 44 ii) Aerial photo interpreted o of the reervoir area. LS 5 2 44 (ii Slope Claesification p of the submrnce area. LS 59 2 44 (iv) Mop of Land-Useand Terrain Classification of submersgecearea. _ 85 - ANNEX6 Page 3 of 6 11. Sumary of DRP Recoimndatione of Third Meeting January 16-19, 1989 ;9 M asaw f _ c i TIDIFID SI 101 1 n1 ao 6 car., out foBle int aadgiera reprt e Panel: Pr II 3 to trial pi cea si C40 40 ad 58 upotros sad downstream:conduct In-*ltS permebi liIt Mat. Orr u a 7 (13 GSa=.11t trial plea at 0. 18& 18 ad 318 s the upetrwwe (where ne Impend n) and an thed.e,e. wadugt in-eitu IeraeIt, toote. PT u1 8 7 (1 I Lo toeleolly all 1 1l ete for sel cloolflcXolen an4 eanngalne proeperles. PT 84 a 7 (tv Frepe 1an ahowing resas : o *nse*vatl_ndepth wohe If lash tenliel*I petrees he ben punetweed. PT J i 7 (W) beteroine If wetraam eo pl*ehing key ha, punctured black e_ttem mal. Pr as 3 7 CI) stai eo dug sell lovelod1w1etreer at C 73 an Ch U In in ville I ik re ir levels. PT 8? II Mat Jb oftlf eting 2 re Masonry Dos greting and arouting. flco$ evalertie.n PT a 8 J P h re dtha1 whe4 greUting GSmpiabe. hllery she rd be d 1eWatredfor PT *t a (1) Obeervatiene of see e meesrenbe frea *h drainage hole fer aesee-_t of acrtain greutig PT 70 8 * Ptereinonrlner;IQ ofd earedWial _sar_ rer irod. LS 71 8 6 ' r eirtrs :"_la s'TmI'er n p with O;l egel Survey of IlAIa (111). II HDOLOICAL STUDS IVORaTIONS NO S1D4TATION WA 72 S 14 Feet areasz in to werk out reevair operatingtablee coneidaringcarry-ever and giving everriding proerity to w*ter supply. WA 7i 5 14 nmtee re upstrea utiliatsion:Mcharmehbtrs rePr"SATNC Fut 22.0TIC.TOT 27.1TiC.Karnateke Free 2.ST4C 1ut e.2T1fC. TOT 17.4OTIC WA 74 8 14 Tao caoutoof re-yenrtion froe the usetresapro;jct, in Maharashtra and Karnotews. Pf 78 5 14 ackire for computing soiliHry diechargecurves. FO 76 8 186Is OperatingSchedule for noral and emergencyoperations shuld be morkedout and providd to CAP NO 77 8 10 AdJitionslly r*Oaseem on the arrangementfor operation of the ert and the standby srrang.eent in the event of rot)failure -y als e psrsnted, Rti 78i 8 10 Further, flood haard evaluation otudiesare n.ceeIrE Ralsvant USI Manualprovidld by iP to ID). III. OPSIN SIETl DA 79 3 17 ThrloT ing itema repeated: DA 80 8 17 i) ote presented to oTU recheck Seiemic Coefficient with Seismic Standing Comittee of lC. A 81 S 17 (i Prere meO on te relevantitee, of juids;io in the form of note for guidanceof construction orgoeni*tion for iAPPrviea. DA ii2 17 (ii) Memo in (ii): suimry bet reulits foundation and borrow: lob testscearried out, whether per IS tendirde,design para"ter testingprocedures Ds - 8 17 - ccountingfor pore presurem in lab triavialtests, method of stabilityanalysis end esaple computation. Ds S4 a 17 (iv ResuItsA of lab consolidation tste carried out and calculations rearding spacing of esnd drains. Ds 8s a 17 (v? Froeboerd: 2 to 3 trial fetche; wind speeddate from DO; eurface roughnesa coeff. *or upotream slope pret n details of prop. parapet wall. Os " a 1S (vi) Transitien filters:prouce neat meting all available date including grading analysis of dar construction mterial with control teat date. Ds 67 8 1i mem on teatin,procedures, design parameters _Uthodof anslyeie needsto be oupplamentei by confirmtory testeo Os as 8 19 (i) Hearting Soils: Coneol Undrained triauial ahear taste at 100l esturation on undisturibed s*aple AN reolded *seg lee from borrow are surce. Os 89 8 19 (li) Casing Soils: Conol Undrained trismial sheartet at 100*e sturation on undisturbed semples AN remolded esaples from borroe area source. Os 90 a 19 (iii) Foundation Material: Coneol Undrainedl trios;al sheer tests at lOOi esturation on undist. eseplee taken from outaide don base for soils in foundation. Os 91 8 20 Send Drains: Determine if pe;iometars (vibrating-wira type) can be provided to determine any locked up pore pra" "e reaining. DA 92 8 20 Send Drain: Carry out lab consoHlidtion taste with _e*suresants of perisebility : calculate rate of consolidation ard diseipationof pore proeauree. DO 93 3 20 FreIoerd: - conei,er roughing of the hani-placedrip-rap by additionof wave breakersin placeswhere rip-rap amegd. 0A 94 8 20 Preeboerd: - Prepre tentativedesign or deflector-typ* parapetwall. Ds 98 8 21 TransitionFilter:: devisesimple lab te in consult'nAPERL. to determine if and to what extantfines my igirstefrom, harting soils and chokefilter. DA 9 3 22 sts of tt en _seonry density: if not done APSE.. to recomend value. DA 97 3 23 Neulte of serse end Foegcalculation will besonained agin by A after sore exact determination of the density, sheor and sliding fectoreand of esieic coeff. DA 98 3 28 Provide reults of stabilityanal yei on uptree nd den-treew reteining-cus-traininewalls on L and e (which acco* the water-supplyconduit) abutmnts eisr Su- vi ann ri-nCion SluiceI DA Oses9 J2 28 rroviderv4i air ventdwtrneoheet tee-roo of th: "rviesctsvc ongte fort the water-supplIV-*o-wY intake.nae DA lO0 8 2t Check stability of upotream -pill ay training wal te 1wdnsile srs in emty condition, OA 101 J 28 Fill water-supply intakeJack-well froe re gate irot DA 102 3 27 knk IrrigationSluice: DA 10 8 27 pi) Check requiredair vent size downetresaof servia toe. DA 104 3 27 (ii) Check suitebility of foundation for the Is a 10eIICC duct poesing through dion. sA 106 8 27 L8snk Irritien Sluice: DA 106 8 27 , i e) n and provideair vent donstreas of servicegate. DA 107 J 27n (f) Checsuitability of foundation for the 4No 2.1, a 2.0, RCCvents comprisingthe sluicebaorrel. Os 10 8 26 (li i) Check unevennes on upstrsamslope of serth die near sluice. IV SPILLWAYAND i1Y DISSIPATIOiN DA 109 8 29 With APSA. dletarain e;illmay pretsure distribution (especially nsegtive presure) with parti.l gate opeartion and rearvoir r t FNL DA 110 8 81 With APSL sxamineefficiency of rollerbucket energydissipation and proepr moswfor oW. DA Ill J 81 Par Mtg 2 evalute impect of dep ecouroccurring dmnstrere e epillway bucket OA 112 a 81 menwhile conetruct an RCpd anchored in hard rock end extending for 15 * domnstrena of bucket. V. ASNOD IR OWEPLErIONbINtANM08ET R 1 a a Prepargeseem for neat meetingon ergoncy depletion of the resrvoir taking account of the inflowsduring such depletion. VI. .LALITYCONTROL A0O I1STRUJ4ATION QC 114 8 34 PerFng 2 : with APL tke ani teat undisturbed hesrting end oeoingsoil m_les for checkon easumptionssmde *nd otability analysis. 'C 11 a 8O Urgntly reuirod, as agreed:peix ters : seriesof standpipes: surface settlesnt aonitoring inotruments eloe indicators roeh too drain V-notches : - ReC 116 a S - deIces for oeonry damuplift rseauresonitoring. V' SSTc-DSPWTICM HIGHLIGHTS 55 117 87VAcertar. caus of leakag from f* eseo- f rdetining-cue-training wil at jur-tioe of earth and *esonry dam SS 118 8 V, Twice remedila eIsro e welIl BE NEXTW-WAION se*as. JS 11U 8 37 Repir upstream and downstreamrip-roa where da=mageby aXineaterfloes E4 NWT MONSOCN. SI 190 A 3J Clean ewnerrt lump on mpillway glaci to aoid cavitation. St 121 2 Jf Cleen epi l way bucket (remoe temporary construction acess roed). 01 122 J 8 DP reiterste : construct an RC pad anchored in hard rock and extending for 1 a dmnatrese of bucket. 01 12 S 08W : Site for orgency epillwey identified(need to be determined by PF studies). - S6 - ANNEX 6 Page 4 of 6 II. Sumiary of DRP Recomendations of Fourth Meeting May 30-June 3, 1989 -~~I-1ln Dl81 FT U4 4 0 Conductln-litul p*.eawblll te"at in teat pit as dmal ed zxiat hmad in ae reservoir. FT UNt PT4 18590 La gealgleall1 11"_"" all Ita. m et aml8%X1 lamfeta . wnie |-e_1_ig rArws_ a mpeaprtiew. nT IN 4 Cdue tel l* l lItI t0 d wl IrsInif llol mp ln lkgt t ret "too dae (re rechargefr eaoecl r).t II fVDSCAULCALSIWIM VA 12 4 12 n uet_alt revlaaid ln.flae and ZN carey ever storag theedeifAkla mate. auly reliability I' M. 9 U 1HO 4 1U WUIM ma_mauyre lo Secti... v. 28i189 n 4 18PIed'Mi said W"iae tuI..g%Alee * beZ ..rzipedited.' 28180 4 18 or IwoPR ori?ll 11 1Mg Paarvoelr Opioting G.ldel lies to be prepared. 181 4 18 b.ege aepaatlagguldetles anald ala aepreared. Ill. 701B12 A3rS USIII 4 14 S.imleltp pr.adAre uaed in deal Is, aeaptble to tha _W. CA 18 4 14 Nei arate reaionedatian aeerninrlgracoke of oatbilIitsafter carryilng out conf'i rtory teateon undiaturbad galeofhaa..ti, C"inemaend- DA 184 4 14 - fedien e la me reasulded*alea of borrow _tarial. DA 184 4 14 .padltathea intallatioat tmo agred one or two pies te aen thee utraa wide. DA 18i 4 14 Carry out lob coneatidmtiee tt end calculationa to maoaa the rote of coneolidatian med diasipation of pore DA 1N 4 1t k dequate arrangaat and pracautiona to prevent overtopping using freeboar4 of 6.4a we Slia us" earlier fter A and flawd routine DA 18 4 1 - cooplated. DA IU 4 1U Action to be taken an two Brd Nating raco 4aamadtiona: DA 18 4 15 li) addition of wave-breaek-a in plaoea whore the rip-rap hoe beh damaged; DA 140 4 15 (i work out tentativa dsigna for a 4dflector-type of parapet well. DA 141 4 14 Transition Filt re rC i trerta simple lab t_te to be carried out to cteck mhe.hear and to what actant any fina frem te heertin aoil - migrate or tend to - DA 142 4 16 - choke theafilter aeterial. DA 14i 4 1g Stability Anmlyala : rechecksliding/eheae FoS using phei *n 'c' factor. adted for othe-r AP demo in om*;iar geologic forintiona. DA 144 4 16 SpilIIey Energy Dieaipetion: APE.L mo requested reviewed : coaputation sheould oleo behmada pr USB Manual DA 145 4 1S Awaril of contract for and construction of ISg side aron ahould a ap*ditWd -Jnere innitad.) DA 146 4 19 Water-aupply inetak air went ID propor_ operation of aeargancy gate to avoi naed guidel inea and operating criteria need to raflect thie. DA 147 4 19 Riet bank irrigtion aluica ir watt SC CA 148 4 19 Left aink irrigation aluic 0R reiterate that ir vant of approprite siz ia roquired. V. QUALM CWt4RDL AN IND JU14WTATISN QC 149 4 20 Reiterates racoatdation concerning recheck of stability after carrying out confireatory tet- on indiaturbed amp les af heartin caaiag nd _ qC 15 4 20 - foundation moi and *eoum d pca4 of her.. mteial IN 151 4 21 Instrumentation fOr note plane prepared by ID but reiteratee and note ure ncy - capcially (i) and (iii) IN 152 4 20 gi) OtITICAL: Piasoactere for monitoring the phreatic line in the 6erth one; IN 1Si 4 20 (ii) Seri of atandpipes helow the rock too. all along the carth d, at suitable intervals for monitoring the grund water levels downstream; IN 154 4 21 (iii) Devicc for monitoring thee urface sttlet nt in the earth dam; IN I 4 21 (iv SloP indictora fOr mnitorin intrnalt I nt on the earth dam; IN 15b 4 21 (v 'V'-Notchea for "*eureents of iiicheres fror the rock toe in the earth dam; IN 157 4 21 (vi) Devices for monitoring umlift preauras under the _ry de. V PRlAINAA If AS-AM MiD URC 156 4 22 Drr notes dam in quite *ofe oubj-ct to the folloaing meauree which ars eaaetial and ehould bh carriad out o" an urtent end triority basis: LRC 159 4 23 inamy ontruct'ion of reli*f wells at donatrsec too of L and M bank earth dame initial spacing 50C reduce if hid pore ,ater preaurea persist. lAO 160 4 28 (ii) IntelltTon of Caagrande-typ, peiaoaetere along the downatreas elope of the flanking carthdown and at the toe of the earth dea between relief wello; LW. 161 4 2S (iii) If pore preaaurea and relief wall discharge found *xce ive during filling then toe loading according to pranioualy developwi plan (including - UIO 162 4 2 - horroe aources) on euitable designed inverte filter ied should be underteken; UO0 IU 4 28 (iv Earte d m portion nser irrigation aluic_ aneod special attention; ULO 164 4 2t (v Cohlete repair work (in prorae) orn mnm pitching on upstream and donotream alopaa of the oarth idm; UP* 1&t 4 28 (vi Instel I V'-Notches for toe drain di chergoe aewau-nte on L and A earth does; UC U66 4 24 lt curtein grouting in reaining reaches : complete drainage hole imedistely after cu,tein *rout Ua. URO 167 4 24 (ii) Etend dril ing and grouting of monry eecially in the key wal I t junction with both earth dame; U10 I6t 4 24 (1ii) .unite with wire m_*h the upatream ourfac. of the upstream amaary trcininj wallit on both flanks (tendere lled). LAO 169 4 4 (iv; Mke aran to for aeasurement of seepwge diecherge in the foundation gal lery LAO 170 4 24 (v Construct aCapron lSo wide domntroem of the roller bukeot ftandeeo inwvted); UO 171 4 24 iArrane1a1otnti-b' poe for eate operatian : tet for rel iabi I ity Reeqrv ,~Ftll,aa flInto maInjt to fiI to El g20 durins June-S_et. Ile een on ) LIO 172 4 2 Conduct folooing etudi_a prior to rearvoir filling : ome__ further precautionary measur- on completion d eida eeleted cervtoirfilling level UO 173 4 28 (C) AW etudie, at lacat to prelicinary leval using date from IM and available unit hydroGraph LO 174 4 25 (Ii Flood routing studies guaing various inflow diechereeo from historic floods up to estited PMF) Ume we bmai- for deciding roarvoie filling Iev1; ULA 175 4 25 (Ill) Study on up t'rom flood foracasting stetions in coneultetion with CWC to enable pre-dopetion of the r ervol when nece_m_ry. -87 - ANNE 6 Page 5 of 6 XIX. DMN RVXIW PANEL (DRPI - TUM 0 RIEIMNCE ;1 1. The Singur Dam on the anjure River is located some 60 km to the wear of Ryderabad. Construction of this d- is approaching completion. The purpose includes irrigation, electric power generation and drinking water supply for the Manjira Phase III Stages 1 and 2 schemes, which will supplement the supply for hetropolLtan Hyderabad. The Singur Da_ has been planned, deslgned and constructed by the Irrigatlon Departm_nt (ID) of the Covernment of Andhra Pradesh (0OAP). 2. The Government of Andhra Pradesh (GOAP) will establish a Dem Review Panel (DRP) and maintain it until all fcilties are placed In finaL operation. 3. The DIP will have the responsibility to; (C) exanmi. the adequacy of investigations, desLgn, quallty control and constructLon of the dam and appurtenant works and propose any modifications required to ensure the safety and integrity of the structures, and (Li) evaluate the reliability of the availabillty of the planned 270 old for drLnking water supply for Hyderabad and (iiL) report Its findings in writing. The DRP will not be relied upon by ID-GOA? to serve as technical advLsor for optimizing the design of the project or its components. 4. The DRP will identify existing and potential problems and make recommendations as to remedial actLons to ID-GOAP and/or request ID-GOAP to make avallable additLonal date or to carry out, or cause to be carrLed out, further studies to resolve questions. 5. The DRP will be headed by a chairman, who has the responsibillty for coordinating DRP activitles and ensurLng the objectivity and technical qualilty of its review and recommendatLons. 6. ID-GOAP will be represented by two individuals to be nominated by GOAP, vho will attend DRP meetings, as approprlate, arrange for representatlon of ID-GOAP unLts and consultants to participate Ln DRP meetings, provide data, Information, analysis, studies, documents, plans and specifications, etc., pertaining to the project, and secure such other materials, clarificat0ons and relevant data as requested by ttu DRP, but who are not members .f the DRP. ID-GOAP wll arrange tbh necessary loglstical and adminlstrative support to allow preper functioning of the DRP. 17. The Central Water CommLsslon (CWC) shall attend DRP meetings in strLct accordance with Its role as the central technical authority for monitoring the Implementation of the review panel's recommendatLons to the extent ti-at the DRP recommendatLons pertain to dam safety. The only exception will be those instances when CWC is called upon to attend in its unrelated capacity as a consultant to ID-GOAP. 8. The DRP shall conslst of a minimum of four permanent members, all hignly regarded experts with at least twenty-five years of active experience in the type of facilitles comprLsing the project, at least ten of which shall have been In a position of final responsibLlity for the technical adequacy of works of the nature and magnltude comparable to the SLngur Dsm Project. The fields of expertLse tn which the permanent members jointly shall possess high internation,l reputation shall include; (a) hydrology, includingthe assessment of spillway design floods; (b) design of large dams and spillways; (c) design of hydropower plants; (d) design of large gxcavation and rock reinforcement; (e) construction management and methods for large dams, power plants and appurtenant works; and (f) geotechnical engLneerlng. All members shall be acceptable to the Bank. The crlteria for membershLp cannot be compromLsed. Any expertLse of the qualificatLons stated which cannot be fully met by nationals will be provlded by securing the additional necessary members from outside India. No member may have been previously in the full-time employ of GOAP. 9. ID-GOAP will maintaLn a list of and arrangements with consultants and specialists having qualification standards equal to the DRP, Identlfied by ard acceptable to the DRP and the Bank, who may be called upon on very short notice by the DRP to partLcipate in its work. The fields of expertise to be provided by selected consultants and speclilists shall include, but not be limlted to: (a) design, fabrication and erection of gates, valves and hoists; (b) design and installation of instrumentation and control equipment for dams, plants and large rock cuts; I/ ott This is the actual text of the Dam Review Panel Terms of Reference provided by the Bank to the Governments of India and Andhra Pradesh under cover of the Bank's letter of December 30, 1987. - 88 - ANNEX6 Page 6 of 6 () des ign, fabricatLon and erection of hydropowe r machlnery end .- purtenant equipment; (d) conerete design and pleo_mnta (0) Materials tstig.a (f) operetion ead m_internane of d-m, hydro power plants and related works and ($) eSnAnering gology. 10. The list of eonsultants ond speciallsts may be modified, added to or deleted at the initiLatve of the DRl in collaboratton with 1D0-'OA followin agreement with the eank. 11. The DRP shall met at times and frequenees that the DRP judges necessary to carry out its responibiLitiLs or at the request of GOl. The DRP shall met with suffLeLunt frequency to iLsue its first report (i) on the safety of the dam nd (i) on lts evaluation of the rellability of the availability of the planned wator supply for Hyderabad. before June 30, 196f, The D0P shall be free to engage consultants and experts from the established List (pars 9) to assist lt in the conduct of Lts work. 12. Meotings shall, Ln general, be held in the flold or Ln the headquarters of ID-GOAP. as judged best by the Chairman, DRP with all permanent mmbers in attendance. Inspections by individuzL -bers shall be discouraged exeept under special cirCUmstances. In such exceptional cases, the individual shAll submit a report to the other DRP sombersa however, final recommendations on any issues shall be made jointly by the DRP at a meting. 13. Meetings shall be scheduled ln advance to the extent possible to facilltate logistics and the partieipation of Bank observers, if desired. Exceptlons to advance scheduling shall be meetLngs judged by the Chairman or Sovernment entity to be necessary on short notice due to special ecrcumstances. 14. The DRP shall submit to GOAP a minim of three copLes of the minutes of its meetinas inmediacely after the meeting is concluded. WLthin two weeks thereafter, the DRP shall submit to GOAP three copLes of Its report of finding-s and recommendations and of the actions taken by GOAP on prior DRP recommendations. A copy of each document shall be forwarded by ID-GOAP to th- Rank and CWC imediately upon Lts recelpt. 15. Whenever the DRP recoamends changes or actions, the ID-GOAP will respond vithix two weeks to the Chairman, DRP and CWC with a copy to the Bank, descrLbing its decisions and actions taken. CWC will monitor execution of the actions in strict accordance with its role concerning the safety of dams. 16. GOAP vill exercise final decision on all matters, as provided within the establLshed responsibilLties rospectively of state and central governments. 17. ID-GOAP vill estabiLsh the DRP not later than February 15, 1988, and convene Lts first meeting before March 1, 1988. 18. ID-GOAP will malsk all arrangemnts for the list of consultants and specLalLsts to be available to the DRP no later than February 15, 1988. - 89 - INDIZ ANNEX 7 Page 1 of 9 HYDERABADWATER SUPPLY AND SANITATIONPROJECT Resettlementand RehabilitationProgram (RRP): (CoM2onent5) ,Backzround 1. The Singur Dam on the Manjira River is located some 60 km to the west of Hyderabad. Constructionof this dam is approachingcompletion. The purpose includes irrigation,electric power generationand drinking water supply for the Manjira Phase III Stages 1 and 2 schemes,which will supplement the supply for MetropolitanHyderabad. The Manjira Phase III Stage 2 scheme is Component1 of the project. The Singur Dam has been planned, designed and constructedby the IrrigationDepartment (ID) of the Governmentof Andhra Pradesh (GOAP),and financedby GOAP. The reservoirwill be filled in two phases : (i) Phase 1 during the 1989 June to Septembermonsoon season to El 520.00; and (ii) Phase 2 during the 1990 monsoon to the full reservoir level of El 523.60. 2. In Andhra Pradesh, the reservoir,when full, will flood an estimated 13,122 ha. Within this area 27 village sites - including housing, schools, temples and other buildirngsand infrastructure - will be submerged. Fifteen of these, with a population of 1,695 households, will be submerged in Phase 1 during the 1989 monsoon; the remaining 12 villages with a population of 2,425 households, will be submerged in 1990. A further 42 villages are affected by the submergence of the lands - but not the village settlements - on which an estimated 2,000 households depend. Some of these will require rehabilitation, but not resettlement, since their village settlements are not affected. 3. In Karnataka upstream, a further 736 ha will be submerged in 1990 during the second phase of the reservoir filling. However, here, no village sites will be submerged. 4. The area, number of villages, number of households, and population affected are summarized in the following table. VILLAGE SETTLEMNT SUBMERGED LANDS ONLY SUBMERGED LEFT RIGHT LEFT RIGHT ANDHRA PRADESH TOTAL BANK BANK TOTAL BANK BANK TOTAL Are- Submerged (Ha) 8,796 3,779 5,017 4,326 2,447 1,879 13,122 No. of Villages Affected -Phase I (to Eln 520.0 m) 15 -Phase II (to Eln 523.6 m) 12 TOTAL 27 10 17 42 23 19 69 No. of Households Affected -Phase I (to Eln 520.0 m) 1,695 -Phase II (to Eln 523.6 m) 2.425 TOTAL 4.120 1,811 2,309 2,000 1,134 866 6,120 Population Affected 23,540 10,270 13,270 11,600 6,580 5,020 35,140 KARNeA(- H Area Submersed (Ha) 0 786 786 - 90 - ANNEX 7 Page 2 of 9 5. GOAP's payment of monetary compensationfor the farmlands, structures,wells, trees and other property to be submerged is completedfor the villages to be submergedin the first 1989 phase of the reservoir filling and is in progress for the remainoer. Compensationis determinedaccording to the provisionsand proceduresof the Land Acq'aisitionAct of 1894 as amended in 1984. Submergenceand acquisitionwill reduce cultivableland and the income of farmers; there will be a correspondingdecrease in employment opportunityfor agriculturallaborers, who are mostly of the scheduledcastes (SC) and scheduled tribes (ST), and also for artisans and other workers such as carpenters,blacksmiths, barbers, washermenwho provide services to agriculturalists. 6. About 75 percent of the affected populationLerive their livelihooddirectly from farming; the remaining25 percent are supportedby work as agriculturallaborers, artisans and service workars. About 20 percent of affected population,generally the wealthier lpndowningfamilies, have already purchased new farmlandsor businessesand moved to new locationsof their own accord; this group does not requireR&R assistance. The Resettlementand RehabilitationProgram (RRP below) is designed to assist the populationremaining in the vicirity through rehabilitationprograms in villages for the displaced,which are to be newly-createdunder the Program, and those villagers sufferinga loss of agriculturallands. The Resettlementand RehabilitationProgram (RRP) 7. GOAP has prepared a 'Relocationand ResettlementPlan for Proiect Affected Persons under the Singur Project" dated March 1989 with the assistanceof a non-governmentalorganization (NGO) - the Centre for Economic and Social Studies (CESS) of Hyderabad. The preparationof this plan involved comprehensivesocial surveys in the affected area and was carried out accordingto terms of referencedrafted by the Bank at appraisal. This plan was adopted as GOAP policy by GovernmentOrder (GO) No 191 MA of April 12, 1989. Subsequently,additional GO's 1/ relate to the implementationof the RRP; these establishthe organizationalframework, define responsibility, provide mechanismsfor the rapid acquisitionof lands for new settlement sites, which are to include a 20 percent allowance for future expansion,and for expeditingthe completionof new village infrastructure. The RRP is planned for implementationover a three year period. 8. Additional GOs have been issued to strengthenthe RRP implementationcapacity of the Medak District Collector'soffice. The measures include the appointmentof a 'RehabilitationOfficer" - with the rank of Deputy Collector - who will head a division responsiblefor the implementationof rehabilitation.programs (para 24). They also include the 1J These are GO's: PT 617 MA; Ms 297 MA; Ms 298 MA; Ms 299 MA; and Ils300 MA which are all dated June 2, 1989. - 91 - ANNEX Z Page 3 of 9 provision of an engineeringdivision responsiblefor the physical works associatedwith resettlement(para 14). ./ 9. The Plan and the subsequentGOs providing the organizationaland administrativeframework have been reviewed subsequentto appraisaland are consideredgenerally satisfactory. However, greemnt was obtained at negotiationsthat GOAP will (i) engage an indboendentsocial science research institutionto evaluate the RRP implenentationand its effectiveness in the context of RRP objectives(nara 10 and prepare renorts at six-monthly intervals:and (ii) determinepromptly, after the receint of each such report, and in consultationwith the Bank, revisionsto the RRP. taking account of the findings and recommendationsof the reports. 10. The objectivesof the RRP are that all ProjectAffected Familias (PAFs),after a reasonabletransition period, shall: (i) improve,or at least regain, the standard of living which they had prior to displacement,through the restorationof their economic productivity; (ii) be relocated in village units, village sections or families in accordancewith their preference; (iii) be fully integratedinto the community to which they are resettled;and (iv) be provided with appropriatecompensation and adequate social and physical rehabilitationinfrastructure, including community services and facilities. Resettlement 11. The number of households(HH) expected to settle in villages to be created under the RRP is 3,630; this is made up as follows: Village Lands only TOTAL Submer Submerged TOTAL Project Affected HH 6120 4120 2000 No for Resettlement 3630 3296 334 Percent for Resettlement 59% 80%* 17% * See para 6 .3./ GO No 410 MA of July 27, 1989 appoints an EngineeringUnit of GOAP's PanchayatRaj EngineeringEstablishment comprising: 1-Division (19 persons); 2-Sub Divisions (12 persons each); and 8 Sections (1 person each) for a total of 51 persons and authorized3 Jeeps for their use. GO No 438 of August 8, 1989 appoints a 23 person RehabilitationUnit, led by a RehabilitationOfficer, working under the Medak District Collector, and authorizes1 Jeep for their use. - 92 - ANEX 7 Page 4 of 9 12. A total of 21 YjllAgLesiteshave been identifiedon about 210 ha of governmentland and 83 ha of private land which has been recently purchased by COAP for this purpose. At July, 1989, eleven of these sites are being prepared to receive those displacedby the 1989 monsoon Phase 1 of the reservoir filling; the remainingten will be prepared before the 1990 Phase 2 of the reservoirfilling (para 1). The new settlementsare usually within existing village boundariesor adjacent village boundaries. Accordingly, transportdistances are short and livestockare transferredon foot. 13. GOAP's Town Planning Departmentis preparing the site layout1s for the new villages; at July, 1989 the plans for ten of the eleven village sites required for Phase 1 had been completed. Each resettledfamily will receive free a 200 m2 housejot. The allocationof these plots is by a village-level committee,established under the RRP, to facilitateparticipation of the affected families. Plots have already been allocatedfor those displacedby Phase 1 of the reservoir filling (para 1). 14. Infrastructurefor these new villages will include approach roads, internal roads, drinking water borewells,primary schools, communityhalls, primary health care centers,veterinary clinics and electricity. To coordinate this work an EngineeringDivision, to be headed by an Executive Engineer and includinga staff of ten other engineersand support staff is to be established,for the purpose of the RRP, at the Medak District Collector's office. In the interim,drinking water borewells and approach roads have been provided for the first fifteen resettlementsites. The provisionof permanent infrastructurewill commence in September1989 or when the 1989 monsoon season ends. 15. In general, each resettledfamily will be responsiblefor constructingits reolacementdwelling utilizingsalvaged material from their former houses (for which free transportis provided, as well as for their other belongings)and new materialspurchased with compensationmonies. In the interim, temporaryshelters have been provided at the first fifteen settlement sites noted in para 14. Special arrangementsare made under the RRP for the ScheduledCaste (SC) and ScheduledTribe (ST) householdsdisplaced by the Singur reservoir. These representa socio-economicallydisadvantaged segment of the populationand their original dwellingswere of low value. Hence, their compensationmonies are inadequateto constructacceptable new dwellings. Under the RRP, 1,150 SC/ST householdswill be provided with new houses free of charge which are consistentwith state-widehousing norms and programs for the SC/STs. All the PAFs from villages below the 1989 monsoon Phase 1 reservoirfilling level of El 520. have been evacuated, and plots have been allocated (para 13). The constructionof permanenthousing will commence in September, 1989 or when the 1989 monsoon season ends. 16. In addition to compensationfor the public acquisitionof lands and structures,those displacedare given resettlementgrants which are Rs 5,000 in the case of those losing lands and houses and Rs 1,000 in the case of those losing either only their lands or only their houses. These resettlement grants are consideredsufficient to provide interim subsistenceduring the period of new house constructionand the acquisitionof replacementfarmland or employment. - 93 - AMNEX 7 Page 5 of 9 Re-establishingEconomic Productivity(Rehabilitation). 17. The total of 6,120 affected families (see table in para 4) is made up as follows: Not Requiring RehabilitationAssistance* 1,492 25% Medium Farmers (more than 2ha less than 4ha) 1,684 28% Small or Marginal Farmers (less than 2ha) 1,794 29% SC/ST (agriculturallaborers) 1.150 li TOTAL for assistance 4.628 TOTAL affected families 6.120 1Q01 * Absentee and large landowners,or those whose farms are only marginallyaffected. The programs to assist the 4,628 families requiringassistance are: (i) the provision of irrigationto replacementfarmlands purchased by those who choose this course; (ii) self-employmentschemes; and (iii) the expansionof agriculturallabor opportunity. 18. It is expected that about 1,684 medium farmers (previouslyholding more than 2 ha but less than 4 ha) will purchase replacementfarmlands near their new villages with the compensationreceived for their property acquisition. The RRP will provide some 300 irrigationborewells throughout the region for the purpose ot irrigatingthe remainingvillage farmiands, includingthose replacementlands purchasedby the large and medium farmers. One such well can serve between 3 and 5 farms. The execution of hydrogeologicalsurveys will commence in 1989 and well consLructionwill commence thereafter,also in 1989. This work will be coordinatedby the Medak District Collector'soffi'ce and executed by the AP Rural Irrigation DevelopmentCorporation. 19. The estimated 1,794 small and marginal farmers (previouslyholding less than 2 ha) were mostly living at or below the official poverty income level of Rs 6,400 per year. The annual income from rainfed agricultureon such farms averaged only Rs 3,000 per ha. Such farmers are to be assisted with self-emDlovmentschemes of their choice, from which the incomesare expected to be better than their prior earnings from agriculture. The self- employment schemeswill include such endeavorsas poultry-raising,dairy cattle, sheep production,cycle shop, carpenter'sshop and so forth. Those who are literate,who number about 270 persons among the 1,794 families,will have the opportunityto receive training in skilled trades such as mechanic, electricianand so forth. These schemes are the same as those provided by the IntegratedRural DevelopmentProgram (IRDP),which are generally available throughout India, and administeredby Banks at subsidized interestrates. However, under the RRP, the total cost of establishinga family in one of the available occupationswill be met by GOAP, and the affected family will not have to become indebted in order to re-establishtheir livelihood. 20. The 1,150 scheduledcaste (SC) and scheduledtribe (ST) families work as agriculturallabor and are expected to continue in this occupation. The special housing benefit for this group was noted in para 15. - 94 - ANNEX 7 Page 6 of 9 The irrigationto be provided under the RRP (para 18) is expected to maintain the demand for agriculturallabor at pre Singur reservoir levels, even though the area under cultivationwill decrease. RRP Manaeementand Administration. 21. GovernmentOrder (GO) Ms No 300 o' June 2, 1989 establishesthe details of the administrativearrangements. At the State level, RRP implementationsupervision and guidance will be provided by a committee comprising: Department of HMAUD I/ : Secretaryand Additional Secretary • Irrigation : Secretary n Finance : Secretary of Revenue : Secretary HyderabadMetro WSSB 2/ : Chief Engineer (CE) Medak District : Collector 22. The same GO also establishesa supervisionand guidance commitvee at the District level comprising: Medak District Collector (Chairman) Medak District Joint Collector Medak District EducationOfficer Medak District ExecutiveEngineer Representativeof the Chief Engineer of HMWSSB RehabilitationOfficer CommunityDevelopment Officers responsiblefor the affected villages Representativesof the District to the AP legislature 23. The day-to-dayRRP managementresponsibility will rest with the office of the Medak District Collector,who is the chief GOAP official representativein the District. All the affectedvillages are in Medak District. This office will be strengthenedby the addition of an engineering division (para 14). 24. It will also be strengthenedby the establishmentof a rehabilitationdivision. This will involve the appointmentof a RehabilitationOfficer, with the rank of Joint Collector, to be supportedby four developmentofficers and other support staff (para 8). This division will be responsiblefor the implementationof the self-employmentand training programs as well as for monitoringoverall RRP progress. Quarterly progress reports on RRP implementationwill be prepared and consolidatedwith HMWSSB's quarterlyprogress reports for submissionto the Bank. Two desk-top computers 1/ Department of Housing MunicipalAdministration and Urban Development 2/ HyderabadMetropolitan Water Supply and Sewerage Board - the main project agency. - 95 - Page 7 of 9 for the use of the rehabilitationdivision in the managementand monitoringof the RRP are included in the project. 25. The role of COAP's Town Planning Departmentwas described in para 13 and that of the AP Rural IrrigationDevelopment Corporation was described in para 18. The provision of electricity(para 14) and household connections will be undertakenby the AP ElectricityBoard. ImniementationSchedule 26. The followingtable summArizesthe planned RRP implementation timetable. RESETTLMENT AND REHABILITATION PHYSICAL SCHEDULES Indian Fiscal Years 1989- 1990- 1991- RRP COMPONENT Units TOTAL 1990 1991 1992 Families Relocated No 4,120 1,695 2,425 - RESETTL NT INFRASTRUCTURE Approach Roads - Formation km 69 69 - - - Metalling km S8 19 69 - Internal Roads - Formation km 59 22 37 - - Metalling km 59 - 22 37 Drlnking Water - Borevells No 89 89 - Piped Systems No 20 - 8 12 Schools Rooms 179 22 84 73 Common Buildings - Community Halls No 23 - 17 6 General Purpose Bldgs. No 29 17 6 6 Primary Health Centers No 7 - 2 5 Veterinary Clinics No 16 - 6 10 Electricity - Power Llnes km 34 17 17 - - Transformers No 14 8 6 - REHABILITATION Self-Employment Schemes Families 1524 380 610 534 Employment Training Families 270 90 90 90 SUBTOTAL Families 1794 470 700 624 Irrlgation Borevells No 315 60 100 155 Housing for SC/ST No 1150 375 400 375 - 96 - AME 7 Page 8 of 9 Cost Estimates 27. GOAP s gross estimate of the costs fo. RRP implementation, includingphysical and price contingencies,duties, taxes and land acquisition is: s MiLlion USSmlllio New village developmentand infrastructure 89.89 5.36 Rehabilitation 72.09 4.29 TOTAL 161.982.U The details of the cost estimatesare presented in Annex 10. These estimates do not include the costs of the independentmonitoring and evaluation (paras 9 and 29), nor the cost of the two desk top personal computers to aid project management (para 24); these costs are included in the technicalassistance componentof the project. Risk Management.Monitoring and Evaluation 28. While it is likely that the economicallyweaker segments of the affected families,including the small and marginal farmers and the SC/ST groups, will be able to regain or improvetheir previous standard of living, there exists some risk that other former farming familieswho owned mora than 2 ha will not. This risk arises from the prospect of an increase in land prices in response to t'heinc-reased Liuwber of buyers ana in response to the anticipationof borewell irrigationbenefits. 29. Accordingly,and as a safeguard,RRP implementationwill be monitoredand evaluatedby an independentsocial research institution (para 9). Evaluation reports11/ on the effectivenessof the RRP's content and implementation,in the ccntext of the RRP's objectives,will be prepared at six-monthlyintervals for GOAP. Upon receipt of these reports, GOAP 'will deteiminepromptly, and in consultacionwith the Bank, revisions to the RRP taking account of implementationprogress and the findings and recommendations of these independentmonitoring and evaluationreports. Procurementand Disbursements 30. For the most part, the procurementfor the implementationof the infrastructureconstruction, the constructionof the irrigationborewells and the housing for SC/ST (see table in para 26) will be local competitivebidding (LCB), conducted in accordancewith proceduresacceptable to the Bank. However, it is expected that there will be circumstancesduring the urgent relocationprogram prior to the 1989 monsoon when direct contractingand work by force account may be Justified. J/ These reports are in addition to the quarterlyRRP progress reports to be prepared by the Medak District Collector'soffice (pera 24). - 97 - ANNEX 7 Page 9 of 9 31. Disburseents will be made againmt the expendituresfor the purposes described in para 30 will be made at the agreed percentage for LCB works expenditures. Disbursementswill also be madeagainst expendituresfor the self-employmentand employmenttraining schemes. For the purpose of disbursements,expenditures for independentmonitoring and evaluation(para 29) will be classifiedas technicalassistance. RetroactiveFinancing. 32. GOAP has requestedretroactive financing, to the amount of US$3.00 million, for expendituresof the RRP; this is recommended. - 98 - ANNEX 8 Page 1 of 13 INDIA HYDERAJADWATER SUPPLY AND SANITATIONPROJECT Technical Assistance - Outline Terms of Reference - Component 6 coo"e IA ct11 " Prics and I aee M"ili ean Povnned "M" KVMWMSCIST To CeneIa ten ierW MAL UP A.o*iet' Lii. POSfi LOCAL S ON C0T COSiT 1C Date VATS MLY 6.21 Survey. and Infrestructure lping 100 - a.00 - 0.60 8.80 Ann S S" 0, 90 6.22 Unmecoun"td-for Water lhnagmnt tsJdiee 40 12 1.20 2.32 2.60 6.S2 Ann S S" 60. 60 6.2Si Detile Di ributien Aseijele antd Oeiw. 10 - 1.20 - 0.80 8.50 Ann S Sp SO. 0 6.2 sytem operation and Ibintnance a so 5 1.30 1.06 _ 2.56 Ann 6 Jun So, 60 mfhTAL VATS SDPTY 260 1? 8.70 8.57 8.60 18.6? #S EA3AND SANTATION 6.81 Project Preparation Stdiee 1 - 0.45 - - 0.45 Work Done ce N/A 6.32 Induetrial Waste anag t Stui ------Ann ! CoQAP/APPCS[HMW8 6.88 Sewer Condition Ae st Studies S0 5 1.SO 1.06 0.60 8.15 AAn 8 Sept 30, 90 6.34 Dt :!aJ Deeign S00 10 9.00 2.10 2.90 14.00 Ann 6 Sept 80, 60 6.41 Law Cost Senitetion Studies ------AnnaS S ------: SUEtTTALS CL ANDSANITATION 865 1S 10.95 8.15 8.50 17. 0 6.00 DA---N R PADEL 40 - 1.20 - - 1.20 Ann COct 192, SO ERc 6ENT APO R48ILITATION (RM) :S51 RAR Plan Freearation 12 - 0. s 0.15 Work Don eec 6.52 RR Program Evaluation J6 0.45 - 0.10 0.55 Nag Nr 51, 90 SU.TOTAL E@TTLOT DO Ri8ILrTATIBF 48i 0.60 0.10 0.70 6.61 TRA----ii STUDlfS ------Ann 9 COAP/H64558 6.81 571.015 TO 8f itOTIFID 16 - 0.48 - - 0 48 Ann 8 N/A FINACIAL ADO iW4tONT STUDIeS 6.91 Accounting anfd aneg't Infora'n System 60 _ 60 _ 0 50 2.80 Ann 8 June 30, 90 6.92 Project Planning and ControI Syst 40 - 1.20 - 0 10 1. 0 Ann 8 June 30, 90 6.98 Revenue Billin and ColleCtion SyaSe 30 8 0.60 0 S6 - 1.58 Ann 8 June 80, 90 6,94 Materici PHnc t and Store. Inventory 80 - 0.60 - - 0.60 Ann 8 Sept 80, 90 ShETOTAL FDi Cl4DALAND tMM EOT STWIES 160 8 4.80 0.8 O06 6iOO 08 TOTALS 919 85 26.75 7.85 7.80 41.68 c Water Suppl rd Seserege. cc Identifictionmiseeon eide-eoir *ae Appraiselaiseeon aidie_-eeire which give. coneilerabledetail of the background. Mote: Theoeuiesent under the Finenclaland Nanagsent Studies and In the Resettisaent and RehehiIiteion Evalustion St,udie.is for 14 Micro-Coputere,software end acceesoriesma follows. Additional micro-coeputers for tchnical uee, iill be providedwith ceeeorie, software and training to 1,161 etef in theiru-, unr the ater supply and ew*roge etudies. Financeand Accounting 0b538) Project CellI S#) Collector (Model) Payrol 1 ProjectPlanning - Control 1 For RARP lo_leG- General Loer 1 Word Proeceing 1 entetien Monitoring Worh- Accounting 1 ------Financial Anaiysei I SUTtOTAL 2 SUBTOTAL 2 K"II ing 2 ------Director of Finance 1 Internal Audit 1 Word Proe"eing 1 Nte-isale Monegeent I SI1TOTAL 10 -99- Page 2 of 13 1. WAE SUPY 6 21 SURVM S AND!U1R ASTUCTUNINAPP"NC 1. The existing water supply transission nd distributien system. d:te back about 65 years, to the cemlasi@ntmg of the supply from Osmansegar in 1922, although an earlier schm dates Uack to 1690, _n the supply was obtalned from Husaainsagar. However, this is now polluted sad no longer used a a s*ource of supply. 2. The total length of the existing trunk diatrLbution system is about 230 ke vith pipe Lois varying froe 225 to 1200 _ in di-mter. The system hs been progressively extendd over the years Andvarious pipe materials have been used Lieluding cast iron, asbestos e_nst, reinfored and prestressed eacrete. 3. A major portion of the distribution systm is 40-60 years old, although somc portion of the system en the outskirtsof the city l1imts have been laid since 19S, at which tLe the fist supply wms take. frm the NanjLra source. A total storage capacity of 430 Mid is provided throughout the city and surrountding areas at 82 locations there are also 14 pumping stations. 4. There Ls no existingcomprehensive set of records and drawingsof these system facilities. In fact, the first map of the trunk distributionsystm -as producedduring the preparationof this project for World Bank assistance. Such informationis esnentLalfor HMWSSB to properly execute its responsibilitLesas a utility undertakingparticularly oarea3 of! (1) operationand naLnitazanca; (ii) for:ard planning and development. (iii) leakage assessment and rontroll (Lv) syste_ operation and controls (v) service Lmprovement, and so forth. This situation ill be addressed vithin the project and specifically under this technicalassistance component, which has the followingobjectives. Obiectives 3. To provide HMWSSB vith a comprehensiveset of records and maps of the existingwater supply system including intake and transmLssion, treatment, storage, pumping and distribution Lncluding valves and hydrants,for operational,planning and executingleakage control, maintenance management and planning purposes, assembled information. Scope of Work 7. Three main Items are involved in the scope of work: (A) - Development of Maps, (B) - Field Surveys and (C) - Preparatlon of Layout Drawings. (A) Develooment of faos (a) Obtain available maps from HMWSSB/HUDA/GOAP/Town Planning Departmentlany other agency for review. (b) Develop maps to required scales, as lndicated below. (c) These maps shall indicate road layouts, all important geographical features and contours at 1 m interval. SCHEDULE OF MAPS AND DRAWINGS Type Area (Grid) No. of No. Puroose Scale Coveragg raiL (cm) Maps 1 Local and Trunk 1:2500 RUA (80 x 80) 80 Distribution 309 Sq km 2 Local and Trunk 1:500 Old CLty (80 x 80) 100 Distribution 15 Sq km 3 Trunk 1:20000 bUA Free Size 2 DistrLbution 309 Sq km * Index Nape - - - 1 Campus Drawings 5 Service To be All SRs/ As 100 Reservoirs decided MDR& required 6 Pumping To be All PSs As 75 StatLons decided required 7 Water Treatment 1:200 All WTPs 80 x 60 6 Plants TOTAL 364 *Showing sources and transmission systems. - -100- Page 3 of 13 (3) E.&aii..z (a) Aligzment surveys for local and trunk distribution maims with eleetre=Lo pipo leoatorc. (b) Prepare location sketches to show junctLos details aid alLaigmut of m_ins with ref re_ to permanent structures a"d rcod *de4 (a) Leoatie eurweye for all types of valves exiatiat in the syste_. Asc"rtain divetLeo of operating each valve for _penln/closin . (4) Semple field oheekJ wherever reqaired for verifieatiem of plpelvelve *lces materials. (e) Levellip4lourvey for verification of elevatoln. at all the weter supply installatieos La teb itSA's service area. Fixing of temprary bench mark.e connected to OTS bench m_rks) at about 50 locations In the city as advLsed by UWIS3. (C) Preparation of Layout Drawinas Transfer data collected from field surveys and those collected frem avaLlable system record. duly updated and corrected, on the maps devloped as in (A) aboye. The layout drawings to indicate the following: (a) For local and trunk distribution system - Local and trunk distribution mains to be shown by distinct legend. - Alignment of mains with reference to peranent structures, whete possible, and to road edges and locations of all valves and connections. - Pipe siaes, materials and approximate year of installation. -Valv, types and sizes. -Status of valves - open. closed, throttled, daily-operated, or otherwise,rnd the direction of operation viz., clockwLse or anticlockvise. (b) Campus (Site) Drawings to show - Layout of all civil structures and main dimnsions. - Important elevations. - Layout of pimping stations and their piping. - Layout of piping, pipe, size, valves, interconnect.ons nd their ,perational status. - Salient featuros/data to be indicated on each sheot (in tabular form) such as capacities and elevations of service reservoirs, nam plate details for pumps and motors, year of constructionlinstallation, etc. General S. Layout drawings for all types except for Type 3 to be prepared on tracing paper of approved quality arn size and submitted in o-'- ii to HEHSSB vith one extra set on *ylar. For trunk distribution system as per Type 3 Map a draving to be prepared for color printing, according to an agreed color system, and 300 copies to be furnished to HMWSSB. Cost of Services Cost (Rs milLon) Man Months Local ForeLan Local 100 3.0 Equipment L 5 _ 6.22 UVACCOUWTED-FOR WATER MAMAGDMUT STUDY Background 1. The presently available water supply to the twvn cities of Hyderabad and Secunderabad is estimted to be about 450 Mld during years of normal rainfall. On completion of the Manjira phase III Stage I schm , which is currently under implementation, and the Manjira Phase III Stage 2 schemo uader the Bank project, this ftgure would increase to about 720 Mld after alloving for groundwater production. The 1991 gross demand including domestic. comercial, iadustrical, leakage and committed supplies ba been eatimatd around 823 Mld. After subtracting the 211 Mld supplies comitted outsLds the NCR boundary for bulk supplies, the available gross per capita supply will be about 179 lpd at that time. This is a mod"et supply by coMparlson vith other ecties in India and elsewhere in the developing world. -101- ANNE:X8 Page 4 of 13 2. The project therefore has a short tLme horison of bare adequacy and GOAP is already taking steps to augment supplies in the future. An initial report entitled 'Augmentation of Drinaing Water Supply to Twln CL,.s. of Hyderabad nd Secunderabad from Krishna I Godavari River' has been prepared by en expert eomLttee nd submitted to GOAP in Kay, 1987. Various alternatve sch es are proposed with very high investment costs estLated Ln the range Rs 438-1421 crares (USS 337-1093 millon). 3. Water ccn-ervation policies and practices, whilh reducewastage and leakage,and an unaccounted-for water managment strategy, will bece _ ncreasLngly Leportant m ad ln tho future *a an integralpart of d"WSSb's operational activitles. At this tLmo the smoumt of wster lost through the transmission and distribution systm , through treatment plant and water storage structures, or treatment operations is not known since ISSI does not have bulk meters in operation. An overall figure of 20S loss from the transmaision and distribution systm hMa been adopted in the water dmand calculations,howevevr, s* evidence appears to indicatethat system losses could be substantially higher than the assumed fiXures. Specifically, two sections of transmission which are known to leak severely are being replaced under thls project. HHSSB'o eyste_ has about 174,000 connections, mot of which are *etered and water charges are based oanconsumptlon. Water conservation can be (and ls) ncouraged by the progressivelyrising tariff structure. 4. However, this practice does not address the underlyLng problem of system losses before re4chLng the consumer's premises. 5. The present practice in Hyderabad is that consumers have to purchase the water mater and are responsible for the connecting service from the HMWSSt distributlon main in the street. The connections are usually m-ad of galvanized piping, vhich has a short effective life of 10-15 years. It ls reliably believed that a substantlal leakage occurs th,ough these service connections, many of vhich were installed several decades ago. A major program of replacement (possibly usilng plastic pipe materials) needs to be considered. Although HMWSSB has recently set up a leakage control cell to undertake control of unaccounted vater, this cell has not yet become effectLve due to the emergency drought works, vhlch are also entrusted to the same teem. Although hours of service of supply have been severely restrLcted in recent years due to drought conditions (2 hours every second day) a major obstacle to Lproved servlce delivery could be the high leakage and unaccounted water which is lost from the system. There is therefore an urgent need for HMWSSB to address this issue of unaccounted water management, with the broader context of its overall operational actlvitiesas a water utility organization. This study would begin to quantify the problem and develop a strategy to guide IMDSSB with the following objectives: Obiectives 6. The objectives of these studLes are: (a) To review existing practices of HMWSSB with regard to unaccounted water management, recosmend any necessary changes and develop a strategy for HMWSSB for future operatLonal and control practices including legal, management, charglng policies and a1! relevant aspects; (b) To make an overall water audlt of the system using records of the bulk meters to be Lnstalled meter the project, and using estimates of the consumption from consumer mater records and otherwise. Large meters shall be calibrated in the field. Estimates of losses shall be prepared for *ech major transmission/treatment system and each major distribution zones (c) To undertake systematic leakage surveys in selected areas on a demonstration basis, to assess unaccounted water and develop a program for routine leakage control surveys for hMWSSB to adopt in the future; (d) On the basis of the information obtained from the demonstration surveys, and elsewhere, prepare time bound implementation progrsms, indicating equipment needs, logistical arran- gements and budgetary costs to rectify the apparent system deficiencies throughout the HMWSSB supply area; (e) To provide trainingfor HMWSSBpersoeinl in unaccounted water management and in appropriate leakage control technology both in India and, if appropriate, elsewhere; (f) To identify, develop and put in place management reporting systems pertaining to unaccounted water management of HMWSSB. Scope of Work 7. The activities and outputs under this consultancy service are interlinked vith other activities being undertaken under the project. The scope of vork in thls component therefore assumes that the folloving will be carried out/supplied/installed under parallel or prior activities. (a) Bulk meters will be supplied and installed under a separate contract. (b) BMWSSB will engage consulting servLces to undertake surveys and mapping of the water distributionnetwork systems. This informationvill be made availableas a data base. (c) hMVSSB will undertake with consultant assistance a computer netwcrk analysis of the distributionsystems. (d) Improvedbilling/collection procedures vill be introduced. -102- ANNEX8 Page 5 of 13 (e) UIDSSS leakage control cell will work on a full-tine b-ais as a counterpart teem for this study. 8. The ctLLtileg are: (a) Review existing data, procedures. etc. for ueaccounted water management end recoomed any necessary chaoses sad an operational strategy for WSS ln the future. This will include at least: (L) Recording and analysis of bulk water flow records. (Lt) Analysis of water treatment operational practices (LiL) Regulatory practices regarding (L) "ter ownership, testing, replacement; (ii) service connection pipe ownership, replacement construction miaterials , (CiL) disconnection policiest (iv) billing/collection procedures. (b) Undertake leakage assessmnt surveys on a demonstrationbasis at three areas covering the widest possible range of service supply. Each area should include about 200-250 property con- nections. On the basis of the assessewnts determine the unaccounted water, identify end rectify major leaks (undertaken by E*WSSB labor) and re-assess the resulting benefits in financial and economic terms, (c) Provide 'hands-on' training for BMWSSI counterpart personnel on the use of leakage detection and pipe location equipment and interpretation of the resulting informatlon. Cd) Advise HMWSSBon the approprlate equipment to be purchased and prepare technical specificatLons suitable for international competitive bidding procedures. (e) Identify a long-term leakage control policy for HMWSSBto implemnt throughout the whole supply area. This shall include the identification of sub-areas, staff needs, records, plumbing materials, training, recruitment in sufficient detail to enable HMWSSBundertake the program (with technical asaistance if necessary) in whiL,n case terms of reference And cost estimates shall be provided. (f) Identify an7 specific local/overseas training requirements. (C) Pi-pare an Lmplementation plan together with budgetary costs and logistical arranSements for NMW4SSBto rectify the identified system deficiencies e.g., replacement of service connections, etc. (h) Identify, develop and put in place a management and reporting system relating to unaccounted water management aspects of the HMWSSBoperations. This system would provide basic information for the overall Management Informatlon System (MIS) to be installed by HBWSSB. This should include hardware, software, etc. and personnel training. Cost of Services 9. The budget cost of the above services is estimated as follovs Cgst (Rs million) Man Months Local ForLU2gn Total Local Consultant 40 1.2 - 1.2 Foreign Consultant 12 - 2.5 2.5 Vehicles end Equipment 0 2 2.4 2.6 TOTAL 1 4 4.92 6.23 DETAILED ENGINEERING STUDIES - FINAL DESIGN - DISTRIBUTION ANALYSIS Backaround 1. Final design and tid docum nt preparation for the Mnjira Phase III Stage 1 (Component 1 of the P'-ject) has been largely completed by 1*WSSB,but work is required to revLse the prequalification and hid documents for eompliance with the World Bank's 'Guidelines for Procuremnt". Also, the designs for the selectedcomponents need reviev. Secondly, Component 2 of the Project, - Rehabilitation of ExLsting Water Systems - has been developed only to the stage of determination of the preferred conc*pts, the scope of the work, and preliminary cost astimates. The preparation of final designs for thLs component vill include detailed network Analysis by computer, utilizing the information obtained in technical assistance Component 1.1 above - Surveys and Infrastructure Mapping. Obiectives 2. The objectives of this sasistence *re to (i) enable HMWSSBto proceed expeditLously with the execution of the water supply components of the project and CLi) hilp ensure the utilization of optLal technical solutions Ln the vater supply components of the project. -10 3- ANNE 8 Page 6 of 13 Scout of Work Comoonent 1+2 - Preaualification and Bid Documents 3. Prepare, using word-processing, sets of model documnts for use throughout the project: (a) Prequalifieation documnts. tb) ICB bid documents (International Competitive Bidding) for the procurement of works. (c) ICB bid documnts for the procuremnt of goods. (d) LCB (Local Competitive Blidding) bld documnts for the procurement of gooda. (e) LCB bld documnts for the procuremnt of works. 4. These documnts shall be in conformity with the World Bank's 'Guidelines for Procuremnt'. The bld documents shell comprise: (a) Invitation to Bid (b) Instructions to Bidders (c) General Conditions of Contract (d) Form of Bid Security (e) Form of Performance Security (f) Form of Agreemnt 5. Prepare specific bid documents for those items in Project Component (1) which are on the critical path, i.e. (i) the 135 Mld water treatment plant at Peddapur and (ii) the pumps and motors for the pumpiag station at Peddapur. In addition to the documents identified In (4.) above these shall also include. (a) Special Conditions of Contract (b) Technical Specifications (c) Schedules of Supplementary Information to be provided by Bidders (d) Drawings (e) Form of Tender - Bill of Quantities Final Design and Bid Documents - Proiect Comvonent (2) 6. Project Component (2) includes: (a) 4S No. bulk flow meters - supply and install (b) Pumping stations at i rakashnagar, Hussainsaga: and Jubilee Tower (c) Distribution reservoirs at Prakashnagar (3 Ml), HussaLnsagar (6 Ml), Bojagutta (13 Ml) and Jubilee Tower (lO Ml) (d) Construct retaining wall along portions of the MKnjlra Phase II main for 12 km re agricultural encroachment (e) Transmission and trunk mains - 22.5 km of 400 mm to 1000 mm di&. (f) The supply of leak detection equipment (a) Repair to Rajampet clear water reservoir (h) Replacement of Ramchandrapuram - BHEL, 4.5 km 1570 mm dia. (i) Replacement of valves in existing Manjira Phase I Main 4 No. - 1050 mm and 2 No. - 900 mm (j) Supply 2 No. standby motors at Manjira raw water intake - 750 hp, and supply and install 3 No, replacement pumps and motors at each of Rajamp-t and Pattenche,J together with auto transformer starters and control panels, and with the related electrical wiring. (k) Supply and install 30 T capacity weigh bridge. (l) Supply and install 4 chlorinators. (m) Replace 15 km of Osmansagar to Asifnagar PSC pipe with 2000 nrn dia. (n) Construct office buildings at thairatabad (extensions and improvements). (o) Strengthen existing distributing system - about 100 km. (p) Rehabilitation of existing water treatment plants at Asiftagar, Miralam, Rajampet and Kalabgur. 7. For the final design of Item (o) above, the strenSthening of the existing distribution system, the work includes a network analysis by computer. caking due account of the effects of other system improvements planned under both Components (1) and (2) of the project and based on the record to be generated under the Technical Assistance Component in Item 1.1 above. The analysis shall be based on the estimated demands in the year 2011, and shall consider all mains of 100 mm diameter and larger. The details of the distribution model shall be documented for use in the unaccounted-for water management studies described in Item 1.2 above. S. For both the distribution system improvements (para 9) and for larger mains, the work includes the presentation of recommendations, and the rationale for pipe mateiLal, including service connections. 9. For all items, the work includes detailed engineering design, the preparation of drawings, specifications and bid documents. 10. Within three months of coemencement, a report shall be prepared indicating the grouping of both equipment and materials supply and civil works for tendering purposes and providing schedules for completion of the engineering work and the implementation. This report will be used as a Work Plan to assist the management of the ongoing engineering and implementation and shall be updated, from time to tim, as appropriate. 11. All documents produced shall be first produced in draft for review and comnents by BW4SSI nd then produced in final form to reflect the co mments received. -104- ANNEX 8 Page 7 of 13 Coat of Services January 1, 198 Base Coats (Us m1llon) Man month ore n TotalTeg; Local Services .00 3.0 - 3.0 qutip nt and Vohiclls 0.3 - 0.3 Slte Investigations - TOTAL 5 6.24 SYSTD4S OPUATIO Afl XNThL&MCI bgacksoun4 1. HiSSI's existingwater supply syste_ consistsof 2 dams snd one barrage, five vater treatm_nt plants, about 400 km of transmilsion and trunk distrlbution mains, about JO puping 3yatems and 100 service reservoirsin addition to the local distribution system covering a 170 km area. These facillties will be further increasedvhen the anjira Phase III project is commenced. HWSSB's Sanitary SeWerage System comprised a mainly gravity collection system drainage to a treatment plant under rehabilitatLon at Ambrpet. The collection system vill be stengthened under the project end addLLonal treatment capacLty provided at Amberpet. In addLtion H4SSB operates a vehicle fleet vorkshops, laboratory facilitLes. Efficient operation and maintenance is essential to ensure a reliable and cost-effective level of vater supply and severage service to the consurors. HWSSB therefore wishes to engage consultants to underteke a review of the present operational practLces vith the following objectLves. ObAectives 2. To reviev the existing operational practices of HMWSSB, carry out an operation and maintenance deficiency analysis having regard to benefit-cost prLnciples, and make recommendatLons for a program of improvements, including any recemnendations on organizational arrangements, personnel policies and personnel training. 3. To prepare guidelines and operation manuals for efficient operation and maintenance of the systems. Scope of Work 4. The scope of work Is to: (a) Reviev current HMWSSB operation and maintenance practices. (b) Review the orgxanlational requirements, personnel polLcLes and training practices for efficient operation and maJntenance and, as appropriate, recoamend any necessary changes. (c) Prepare operational manuals end maintenance SuLdelines for; Treatment Plants (Water and Sewage) Pumping Stations (Water end Sevage) Water distribution system icludLng connectLons Sewerage collection system including connections Bulk and Consumer Water Meter Maintenance Vehicle Maintenance Water Quality Monitoring (d) Review organizational structure and staffing needs. (ea Identify equipment needs *nd prepare cost estimates. Cost of Services 5. The budget cost of the above services is estLmated as follows: Costs fRs millionl Loc9l Forelcn Total Local Consultant - 50 HH 1.5 - 1.5 Foreign Consultant - 5 M_ 1.1 1 TOTAL 1 5 1 2 II. SEWERAGEAND SANITATION 6.31 INDUST!RIAL WASTE MANAGEMENTSTUDIES Backzround 1. There are about 14 industrial estates in the project area extendingover about 40 km2 end a variety of Lndustrios ncluding textiles,pharmaceuticals, chemicals, electroplating actLvities. Most estates are located around tne boundary of monicipal limits. Many dLscharge vaste directly into open drains and 1hssaLnsagarLake is grossly pollutedas a consequence. Others dLschargemostly untreatedeffluent lnto the sewer system vhich is overloaded. There is no systematicand comprehenaLvedata on industrialwastes at this tLme. Very fev industrlestreat the wastes before dischargealthough standardsexLst setting tolerance lmits for industrialeffluents for dischargelnto pubilc sewers end other dLsposalsystems such as surface -105- AMEXG 8 Page 8 of 13 vw&ters,i.ri4ation ure and marine coastal areas (see IS 2490 Part-I, 1961). Further, GOAl's Pollution Control board has certain regulatory authority. There is therefore an urgent need for effectlve overall industrial waste management in the twin cities of Hyderabad and Secunderabad. This study would provide advice on this lssue. Ob10xtives 2. The objectivesof this study are (a) To review the industrialwaste effluent situation ln the tvin cities with regard to quantity nd characteristics of effluent discharges taking account of present snd planned developmenta (b) To review the sewer use regulations for industrLal waste discharges and the existing tariff structure and recomend any alternative strategy if consideredappropriate. This should tske lnto account the need and cost and tLe requirements for any pre-treatmantaend (c) Recomend a policy, regulatoryand physical Lplementation progrm and provide estLmtes of the public and private (industrial) costs for implementation of the recommendations in (b) above. Scope of Work 3. The scope of the work is to; (a) Review existingdata. (b) Prepare an inventory of all industrLes by location, size, type of activity, effluent quantity and characterlstics,pre-treatment, existing discharge arrangements. (c) Prepare location maps susnariting the tabulated information in (b) above. (d) Assess sewer-usetariffs and resulting revenues,present and future. (e) Review existing regulations and identify/recowmend any needed changes. (f) Review pre-treatment practices at present and recommend any needed changes. Consider major and minor industries separately if considered approprLate. (g) Prepare an Liplementation plan and budget costs to Lsplement the recomnendations. (h) Prepare a clear, concLse report documenting all the findings and recommendatLons. Execution 4. These studies are estimated to require 50 manmon.hs of professional tLme and access to laboratory services. They will be undertaken jointly by GOAP's Pollution Control Board and by HMWSSB with their own staff. 6.33 SEWER CONDITION ASSESSMENT STUDIES Bckaround 1. The older parts of the sewerage system in the city date back almost 60 years with a total length of about 1200 km in sizes varying between 200 and 1650 mm diameter. Construction materials used in the collection system include glazed stone ware for smaller diameters up to about 375 mm sle, reinforced concrete pipes for larger sizes and brick masonry for the main outfalls which are 1425 to 1650 mm in size. Pumplng mains are of cast Iron material with lead joLnts. The main sewer lines presently under construction are reinforced concrete pipes with rubber ring joints. 2. Some of the older lines are damaged and in poor conditlon; others are silted up and surcharge due to inadequate routlne maintenance. MCE has in the past had the responsibilityfor operationand maintenanceof the system, but for various rtasons (nainly inadequate budgetary allocations) was not able to undertake all necessary routine maintenance work. There are no adequaterecords or inventories and the condition of the existing facilities is not documented. 3. To rectify this situationa sever conditionassessment survey is necessary. This will be undertaken as part of the World Bank-assistedproject with the following objectives. Obiectives 4. To inventory and document the existlngsewer system, assess sewer conditions, determinethe rehabilitation needs and prepare rehabilitation Lmplementation progran together with cost estimates. SCOpe of Work 5. The scope of the work is to: (a) Review existingdata. -106- MNEXX 8 Page 9 of 13 (b) Prepare record drawings for the existLng system (200 m di_mter and above) ts a scale of 1:5000 or largeT appropriate seale, identifyLng all sewvr by &is*, material, appurt-enaces manholes, references, etc. (c) Prepre an inventory of al* lines, manholes, ete. (4) Inspect all lines systematically and report on the cndittio* assessent, blockages, rehabilitation nee"d and all pertinent data. Thls survey should include physieal Lnspections to the extent possible supple_nted by TV camera. survey as appropriate. (e) The survey reporting formt shall be designed as a m*aboleIline by line basis by agreement with UHWSSIprior to the cammenc mnt of inspections. (f) A progrem of inspections shall be determined Jointly vith BWSSI. This shall be adhered to and reports and record drawings shall be progressively turned aver to ISSB on en area by area basis. (a) Based on the overall findings of the survey outlined above, rehabilitatLon needs shall be assessd and an implementation progrsa shall be determined together vith cost estLmtes for carrying out the works. (h) The rehbilitation program shall fully consider: (1) appropriate available technologies for seevr renovations (2) their applicability to the Hyderabad situation and (3) the capability of local contracting industry. (i) To the extent appropriate, HHSSB personnel shall be trained in the use snd interpretation of the adopted survey technology. (j) The data, records, invento es, drawings, reco andations, plans, etc. shall be presented in a clear, conciso report. Cost of Services 6. The budget cost of the above services is estimated as follovs Cost (Rs million) Kan Month Local Foregiotal Local Consultant 50 1.5 - 1.5 Foreign Spcialists 5 - 1.1 1.1 Vehicles - 0.2 - 0.2 Equipment _- 0.4 0.4 TOTAL 1.7 152 6.34 ENGINEERING DESIGN. DRAWINGS A 'D BID DOCUIENTS - PROJECT COMPONENT3 - SEWERAGE Backaround 1. This consultancy service covers the detailed engineering design, the preparation of technic*l specificatLons and tender documents, topographical survey and geotechnical investlgation for the sewerage project which is Ldentified as Component (3) of the project. 2. This component comprises the following major items: (a) Sevage treatment plant (STP) of 180 Mld capacity. (b) Sevage pumping statlons (SPS) - 4 aos.;capacity varying from 300 m3/hr to 24,000 m31hr. (c) Main severs of about 43 km length (diameter varying from 300 me to 1800 m and 1.85 . x 1.85 . RCC duct). (d) Transfer of *bout 20,000 connectLons from storm water drains to sanitary severs. (e) Branch severs of about 26 km length and dLmeoter varying from 200 o to 300 mm. (f) Rehabilitation of damaged RCC mains. (S) Procurement of equlpment for sewer cleaning, laboratory etc. Oblectives 3. The objectives of this technical assistance is to prepare detailed engineering studies, technical specifications and tender documents for the ewverage component of the project, as outlLned above, to enable HMWSSB to invite tenders to execute the works. Scope of Works 4. The scope of the vork is: (a) RevLv exlsting data. j-107- Page 10 of 13 (b) Carry out all necessarytopographical surveys. (c) Identify geotechnical investigatlon work to be carried out and prepare tender docuesntscan asslst ln selection of agencies. Review and interpret the data and results of these investigations. (d) Prepare detaileddesign and constructlondrawings for sewers, SPS end STP. (c) Prepare pr-qualLfication docum_ nts for sewage treatment plant snd aerators. (f) Prepare tender douemnts for trunk sewre, sewage pumpin stations and treatment plent both for goods and works contracts. (g) Prepare tender evaluation end recmmendation report. (h) Revlev vendor drawings for mchanical end electrical equipment and for civil/structural drawings for the treatment plant. (i) Conduct factory inspection of equipmnt and coordination activities. Cost of Services 5. The budget cost of the above services is estLmatedas follows: Cost (Rs million Local ForeLein Total Local Consultant - 300 MM 9.00 - 9.00 Forelgn Consultant - 10 MM - 2.10 2.10 Misc. and Equipment 0.60 1.30 1.90 TopographicalSurveys, Geotechr.icalInvestigations 1.00 -1.00 TOTAL 10.60 3.40 14.00 6.41 LOW COST SANITATION STUDIES Background 1. The present severage system covers about 62X of the area vithin the MCH municipal limits, where there are also about 500 slum areas. Many households still rely on dry latrinesfor excreta dlsposal,and some households are without latrinesof any kind. GOAP has coamenceda progren of construction of water- seal, pour-flush l1&rines and for the conversion of dry latrines to water-seal, pour-flush latrines. These *re either connectedto existingsewers, where those exist, or to soak pits in unseweredareas. This program is being executedby the Urban CommunityDevelopment Department (UCDD)of MCH with financial assistancefrom GOI end the Overseas DevelopmentAdministration (ODA) of United Kingdom. Through 1992, a program of 40,000 units is planned; about 8000 have been completedso far. 2. Under this World Bank project, a further 20,000 water-sealunits are progreamed(10,000 conversions and 30,000 new lnstallations). In order for 8MUSSBto implement this additionalprogram expeditiously, studies are proposedvith the following objectives. Obiectives 3. The objectivesof these studles are: (a) To undertake local surveys to identifythe most appropriatedesigns and installationdetails to sult the specificneeds of different urban development andhousing conditionsin different areas of the city, end (b) To provide assistance ln all aspects of the Lmplementation of the program, Lncluding planning, financing, prioritisatLon, health education and related aspects. Scope of Works 4. The scope of the work is to: (a) Review existing programsand data and identify all areas vhere dry latrines are not yet converted or where a significant number of people do not have latrines. (b) Assist MWSSBto develop health education program to increase the avarenessof slu dwellers to the benefits of improved sanitation. - 108 - ANNEX8 Page 11 of 13 (c) Assess the oemmIty ac ptcaee Of sanitation improveents in relation to soeial back4round and affordability apectr with regard to the arrangements for cost sharing by the binficiarLes. (4) Advie an the appropriate type of Lnstallationto suLt specific ite conditions, considering such aspoets spa"e availabillty, the location of *xisting severs and drinking water wvels, the ned for on-site diLposal the configuration of pLt d*signs, shapes, the superstructure daa-gn, *te. Thls .eomideratien should allow a flexible approach adaptable to local situations . (e) Documnt all areas already _vred by existing proegrm and prepore an implementation plan for un rvd areas by _mbr totpd of Lnstallation. (f) Determine a prioritLsed installation program. (g) Relate the Liplems_tatLon program to priorities, available resources and financial and executing capaeities of MSSMand other aencies, as appropriate, including suitably identified ad experiend_ontractors. (h) Recommenda monitoring system, ineluding softvare, for completed installations and set up such a system on a demonstration basis, covering about 2000 units and including software, the trainiga of HNUSS5staff end the proviaLon of equipment. Execution 5. These studies are estimated to require 25 nan-months of lnput. They will be undertakenby BMISSB, Ln consultatLon vith UCDD, with their own wn staff resources. 6.81 IATE SU PLY AND SANITATIONSTUDIES - PROJECT PREPARATIONACTIVITIES TO 31 IDENTIFIED 1. ThLs service component would include water and sanitation master planning studLes and project preparatLonactivities not yet identifiedln datail. Cost of Srvtices 2. The national budget includedln the project costs for such services is as follows: Cost (Rs illion) Loel ForeL n Total Local Consultant - 16 MH 0.5 - 0.5 Foreign Consultant - - - Vehicles, Equip_at _- _ _ TOTAL O III. IACIA ADAAGMNT 6.91 FI---CL AC -O--T!C AND MAJIACGENTIlRORMNATION SYSTEMS (DEWSSB) 1. Tchnical assistance and training will be provided for the design and ImplementatLon of a double-entry, ccrual-based finanLal accounting system Ln the DMWSSI. The system design will include pollcy formulation records design ad detailed proeadure proparation for the posting of all journals and ledger accounts, with the *xception of subsidiary lodgers for oustamer receivables and stores inventorles. The three latter system would be designed and implemented vith technLeal assistaneo under separate terms of reforene. 2. The systems and procedures will be deaLgned to provide bWSSB management monthly statements of: (1) financial position (Balance Sheet), (2) results of operations (Income and Expenditure Statement). (3) sources and applications of funds (Cash flow Statement)and (4) key indicators of both financialand opera- tional performance. 3. The systm and procedures will e docu_ented in a Financial Accounting and Management Information MaHnul. This manual will be organlsed accordLng to general ledger accountsand selected accounting functions. For each account end function the manual will provide: (1) the related 8WSSB policy, and (2) detailed procedures coopriSing flow diagrams and step-by-stop procedures keyed to specific HWdSSBstaff positLons. The manual will be designed for perlodlc updating. -109- LNEEK 8 Page 12 of 13 4 The accountin systsemsand procedures will be des igned in accordance with gens rally accept-e accountingprineLples. They also vill reflect sound systems of internal control, and will provide pwlete audit trails. S. Upon completionof the PLaiaeLl Accounting and Managemont InformationManual, relevantBISS5 accounting staff Will be trained in the use of the systems and procedures. Using the manual as a basic text and working reference,the trainingvill consist of classroinsesaLons followed up by on-the-jobassistance. In addition,basin finsacialanalyrls traiLnngwill be given to UHSSBengineering staff to enable them to assess and use the informationpresented ln the onthly financialstat_ent. Esti-mted Level of Effort - Design : 20 NM months - Implementation: 40 Man Months EstimatedBase Costs: Rs 2.30 iLliLon 6.92 PROJECT PLANNIG ASD C-)TROL SYST24S (3WSS3} 1. Tochniealassistance snd trainLngwill be provided for the deslgn and implementation of a PERT-based project planningand control system. The system will be mLero-computerbased, using readily availableand proven software. Concurrentwith the installationof the systm, all project staff engineerswill be given classroom training in project planning and control techniques, PERT networking techniques and basic micro- computer operations. 2. During the implementatLon of the system, technical assistance and on-the-job training vill be provided to project superintending and executive engineers in the f^lloving key project management functions: (a) Developing project vork breakdown structures (WBS) to arrive at controllable work packages: (b) Developing a project cost accounting system linked to the WBS; (c) Developing PERT networks for controlling project schedules to be used as a basis for project monltoring, reporting and control: (d) Selecting milestone wvents or the PERT networks to facilitate project reporting and controll (e) Developing forms and procedures for monitoring project schedules, costs and technical performance; (f) Updating PERT networks periodically and re-identifyLng critical path activitLes: and (S) Preparing periodic progress reports, and assessing alternative courses of action to be taken by project engineers. 3. Under this technicalassistance the consultantsalso vill refine the financialforecasting model used in project appraisal,for use by the new HMWSSB finance manager. Assistance vill be given to the finance manager in using the model for various financial planning purposes. Estimated Level of Effort: 40 Man Months EstLmated Base Costs: Rs 1.30 million 6.93 REVENUE BILLING AND COLLECTION SYSTEMS (tWSSB) 1. Technical assistance and training will be provided in the d&sign and implementation of a computerised revenue billing end collection system. It is expected that such a system will utilise two or three micro-computers, and will make use of existing software systems to the extent feasible. The eonsultant assistance vill include the following key activities. (a) Develop general systems requirements based upon an analysis of existing customr records, and billing and collection procedures. (b) Design improved biling and collection procedures with sound internal controls and audit trailsl (c) Research existing bilLing software packages, and select or modify one as required for use at BMWSSB. (d) Documant a final billing arA collection system, including flow charts, step-by-step procedures, and manageimnt reporting formats nd procedures, (e) Supervisethe conversionof customer records to the nev systems. and -110- ANNEX8 Page 13 of 13 (f) Provide on-the-job traLnLng and technical assistance In the implementation and operation of the nev systems and procedures. Estimated Level of Effort - Design: 21 Man Months - Implementatlon: 12 Man Months EstLmated Base Cost - Local: Rs 0.90 million - Forelgn: US$ 39.000 6.94 MA MSRALSMANAGDHZYT AND SSCRS !NYSTY ACCOUNTING (ISSE) 1. Technical assistaene and trainLng will be provIded to strengthen materials Management and stores lnventory accountLng. A mLero-computer based accounting end control system vill be designed and implemented. The overall system vill have two Interrelated sub-system s one for aLdLng In orderLng and maintaining optia.- stock levels and one for accountLng for prices and quantities on a lne Item basls. 2. The ordering sub-system essentially wlll be capable of analyiLng needs requlremnts, historical usage, stocks on hnd, purchase lead tLmes and acceptable stock-out rLsks. On the basis of this enslysis, thLs system would Automatically calculate recomnended order points and quantities. The accounting sub- system would maintaLn stock flles by storage location and line Item. For each Item, the file Will lnclude identlflceatlonnumber, Item descrLptLon, and wlll stratify stocks on hand by unlt costs, It wlll adjust line Item quantities and costs on a first-Ln first-out basis, The system would be designed to be compatible vith the HKWSSB general accountlng and works accountLng systems. Output reports will include stock levels and costs by llne item. 3. The system also will use the ABC system of classifying stock items for purposes of physical control and perLodical counts. Accordingly, A items of high cost or critical nature will be subject to maximum control and frequent counts: C ltems of small, low cost, high volume nature will be subject to mlniLum control and rarely counted in details and R items would be the large majorLty of stocks subjected to normal controls and cycllc physLcal counts. 4. The ma crslIs management and inventory systems and procedures would be documented, and HMWSSB staff vould receive on-the-job training and asssxtance In their use. Estimated Level of Effort: 30 Man Months Estimated Base Cost: Rs 0.90 million ANNEX 9 Page 1 of 4 HYDERABADWATER SUPPLY AND SANITATIONPROJECT Personnel Training - Costs - Comnonent 6 Backgroundand OrganizationalArrangements 1. The Governmentof Andhra Pradesh (GOAP)has, effectiveNovember 1, 1989, establisheda HyderabadMetropolitan Water Supply and Sewerage Board (HMWSSB). It has assumed the prior water supply responsibilitiesof Hyderabad Metro Water Works (HMWW) and taken over the responsibilityfor sanitary sewerage services from the MunicipalCorporation of Hyderabad (MCH), and will assume responsibilityfor the implementationof the low-cost sanitation program under the project. In summary then, HMWWSSB will be chargedwith the followingresponsibilities: (a) planning,design and constructionof capitalworks for water supply; (b) planning,design and constructionof capital works for sewerage; (c) maintenanceand operationof both water supply and sewerage facilities in the Hyderabadurban area; (d) the collectionof revenues for water supply and sewerage services,the maintenanceof 'commercial"accounts, and the maintenanceof HMWSSB as a financiallyviable organization. (e) the implementationof the low-costsanitation program under this project. 2. Uwnderthis arrangement,Hyderabad Metro Water Works' (HMWW's) prior organizationhas become part of HMWSSB; additional staff will be posted as required. 3. In addition to the agencies mentionedabove, che PublicHealth EngineeringDepartment (PHED) is responsiblefor providingwater supply and sanitationfacilities to about 90 municipal corporations. Operation and maintenanceof these systems is handled by the local bodies in some instances and otherwiseby the Public Health EngineeringDepartment (PHED) of the Department of Housing, MunicipalAdministration and Urban Development (DHMAUD) of GOAP. 4. Statewidethere are about 3000 engineeringstaff in the water and sanitationsector with about 80% at junior levels. Of particularnote, the professionalengineering staff of both HMWWSSB and those in MCH who have been concernedwith sewerage and drainage are PHED staff on secondment. The Need for Training 5. In Andhra Pradesh, schemes for water supply have been completed covering about 40 million people throughoutthe state. The investments - 112 - ANNEX 2 Page 2 of 4 anticipatedin GOAP's Seventh Plan 1985-90 alone are Rs 445 crores. The scale of these investments,and the ever-growingrequirement for cost-effective operationand maintenance,warrant effort towards assisting all sector person- nel to attain their performancepotential, with a view to optimizing the benefit-costrelationship in sector endeavour. While educationalinstitutions provide basic skills to permit career commencement,many skills need to be acquired through in-servicetraining designed to complement on-the-job experience,and there is a need to maintain awarenessof new technicaland other developmentswhich may affect work and the way it is done in the sector. Linkages to TechnicalAssistance 6. There are importantlinkages between the technicalassistance outlined in Annex 8 and the subject of training. Indeed, it is not the intent that external advisors Odom all the work outlined for technicalassistance. Rather, it is the intent that external advisors and some staff of HMWSSB will be organizedin task teams such that HMWWSSB staff have every opportunityto develop the skills of the advisors,as well as having the responsibilityof impartingmore detailed local knowledgeand sensitivityto the issues being addressed in the particulartechnical assistance component. In some of the instancesof technicalassistlace proposed, personnel training is the main purpose, but it is importantin all of them. Training Classifications 7. The nature of the trainingneeds of particularpersonnel depends upon both their basic skills (eg., engineering,accounting, plumbing, pumping station operation)and on their supervisoryresponsibilities in the management hierarchy, for which specificmanagement skills should be developed. However, basic orientationtraining for all personnelis most desirable,although its nature may vary substantiallywith the basic skills of the individualand with the extent of his supervisoryre5oonsibility, if any. The PresentTraining Situationin HMWWSSB 8. There is not a systematicstrategy and ongoing practice related to personzneltraining in either HMWWSSB nor in other sector agencies in Andhra Pradesh. However, the need for such an approach is acknowledgedby the senior managementof HMWWSSB and at the Stcte level in the DHMAUD. Training Study 9. It is necessary to conduct a training study to evaluate the trainingneeds, to assess the best way of meeting them, and to recommenda systematicapproach to trainingand a detailed training program for HMWSSB personnel,and to estimate the costs. 10. This study will undertakea detailed review of the organization and its staff complementby category,and prospectivechanges in the complementby staff category over the next 10 years, and the turnover rates by staff category, and having regard to the trainingelements in the technical assistancecomponent of the project, assess the training and orientationneeds of the various categoriesof officialsand staff, not excluding the Board of Directors, if judged appropriate. - 113 - ANNEX 9 Page 3 of 4 11. While it is conceived that the initial training program effort will be launched in HKWSSB, and that adjustmentsmay be made to the program on the basis of initial lessons of experience,it is also conceived that the program may later be broadened to embrace, as appropriate,the training needs of other sector personnel in Andhra Pradesh. Accordingly,the training study shall proceed with this broader future context in view. 12. The study will also assess management,technical finance and accounting,artisan and sector operatingtraining resources in Andhra Pradesh and in India, and assess the availabilityand adequacy and cost of using these existing training resourcesto meet the training needs, identifiedin the studies describedin paras 10 and 11. In particular this work includes a review of: (i) the training programs of the sector agencies in Madras, Bombay and Calcutta; (ii) the report of the 1985 ODA UK-financedstudy for the Tamil Nadu Water Supply and Drainage Board (TWAD);and (iii) WHO's 1984 "Humin ResourcesDevelopment Handbook - Guidelines for Ministries and Agencies Responsiblefor Water Supply and Sanitation'. Two copies of this latter document shall be obtained and provided to HMWSSB to aid dialogue on the training subject as the study work proceeds. 13. The study will also consider 'in-house'training through both informal on-the-job trainingby the guidance of supervisorsand more formal training in which senior and supervisorystaff of HMWSSB or other sector agencies may, by lecture and/or field visits or other methods, develop skills in and impart knowledge to the less experiencedstaff. 14. The study will also assess the prospectiveutility of overseas training on a selectivebasis for more senior managementand technicalperson- nel by participationin internationalseminars on relevant topics, or by study tours or in-servicework experiencewith foreignwater and sewerage utility organizations,or otherwise. Internationaland bilateral agencies,active in the sector in India, should be consulted. 15. On the basis of the precedingassessments, the study would document the findings and present recommendationsin a draft report to be submitted in six copies to HMWSSB. The recommendationswould include training policy, linkages to general personnelpolicy, training strategy,and a detailed training program with cost estimates. Followingpresentation of this draft report, discussionswith GOAP and HMWSSB, and the provision of comments on the draft, the final report would be prepared and submittedto HMWSSB in twenty five copies. 16. The training study outlined above (paras 9 to 15) will be undertakenby the staff of GOAP's DHMAUD and of HMWSSB. The time requirement for the study, through to the preparationand submissionof the final report, is estimated to be 9 months. - 114 - Page 4 of 4 Iterim Training Iudyets Under the Proiect 17. Pending completionof the studies describedabove, a notional budget of 1.44 of the estimatedproject base costs, or Rs 20 millior (about USS 1.3 million),has becia provided in the project cost estimates. - 115 - Page 1 of 21 HYDERABADWATER SUPPLY AND SANITATION PROJECT THE PROJECT DESCRIPTION - COSTS - SCHEDULES - PROCUREMENT 1. This annex first gives: Page Summary of Costs by Project Component in Rs million ard US$ million 2 Annual Project ExpenditureSummary in Rs million and US$ million 3 Annual Project Expenditureby Project Component in Rs million 4 Summary of Costs by ProcurementMode in US$ million 5 2. This annex then gives implementationschedules and cost estimates in Rs million for each Project Component as follows: Cost Schedule Estimate CPT 1 Manjira III Stage 2 Page 6 Page 7 CPT 2 Screngthen and RehabilitateEx. Water System 8 9 CPT 3 Strengthen and RehabilitateEx. Sewerage System 10 11 CPT 4 Low-Cost Sanitation 12 13 CPT 5 Resettlementand Rehabilitation(R&R) - The Singur Dam 14 15 CPT 6 InstitutionalStrengthening - TA and Training 16 17 3. This annex finally gives details of the costs of the project, by contract, for each procurementmade, in US$ million: Goods ICB : Goods LCB : Turnkey Works ICB 18 Works LCB (Part) 19 Works LCB (Cont'd) 20 Works by Force Account : TechnicalAssistance : Training : 21 Employment Schemesunder R&R : Engineeringand Supervision : Land - 116 A0NNEI1 Page 2 of 21 SUMMARYOF COSTS BY PROJECT COMPONENTIN Rs KILLION AND USS MILLION ur U 1P" 51 mU km -b TM kw rqmUW sm.q43 IM infTu - hum) fthsmlMtRml, b IM . W (U) (() (C) IC) IC) C m ((C) (C m (C) to%m _A 11. I . I UIII Iaw 1;iarph 3.f77M .S 3LN iL43 77.t2 6.1 1.25 60.2 4 Li ! 72. gr"# -4- sin13.329*301.1310 Uji U. U-rI 31.32 u.i w.s1U O'3 amim tqi1 ) ~vssbwq'f- 312.3 13.1A0*.a 17MA* . 2 .l.L. 0. 3 1.22 42.21* 1 0.61.16 .M 432.1* 9.6..1 (E*I61.1 2 0R.0. 3p42 5.*.D 1013WIllWI, LaO rit ad tONl11t93.61lIWA9.0_9 *4.97141.404.97146.9L._.00 SA12.11 0a. 5uJ* 216.43109.7 27.371.2 0.1 I2917 139.3 30.327 21051111210. tA13L 61.37.24**44410zm* ftyr1c12m1 mE1 7.75 21 I*r J 137 " - 2 - - 3 M.3 - 6- 2 -t u. CMI Prxmfsmv C.tqi~in EC ayl T is 371.202.X 139.231.1 OA 0 .35 J3 I& . W L10. .1 to M.9 0. pow Me - lUT aU 1 1 644.1423.7J * 0 U IJN htiu 210.4 0.0 0. 04. .o1 la U hIl 011 M I Ibirs F%wIII KW I 19.77 11.6131.44 2.20 1.75 3.9) 1.97 2.36 4.32 4.t 4 WI 2 Itvq1 bh. Emig"jaq ta lats 16.41 o:eLi? 24.3 2.11 1.24 3.23 2.10 2.3 5.10 2.44 3*L U.91 2.9 WY3 Stswqt0 M46*Euamti bwqp 9yst 19.A 3.03 22A 2.09 0.47 3.1U 2.62 0.76 3.31 4.5 21.2 4.24 32.3 CPT4 Lrcut Imtatim -- 2.34 0.30 2.34 0.24 0.00 0.5 0.3 0.6 0.24 0.21 Ll3 .3 0. 3.10 WYbuttIintS hiitjtiu 5.21 1.32 6.54 0.3 0.19 0."9 0.3 OXU 0.3' 0.24 7.07 143 L.2 CP 6 WIttml Str u9 ?.U 1.3 31 0.2 0.10 0. 0.5 0.3 0.45 0.09 43 1.3 4.3 YAM (.KIva (1.) 64.422.33 91.7 1.3 3.75 12.13 1.6 5.9r 13.9312._ 95A 3.43 13.0 CMI I I~uNW 9*lwsiu 7.10 0.00 7.10 1.0 0.00 1.c 1.24 0.00 1.24 0.00 9.97 0.3 9.97 CPT LAW 0.30 0.00 0.56 0.00 0.00 0.00 0.4 0.46 0.4 0.6 0.3 .0* 0.3 WLu. '4.4A 5.2 9.9 9.3 3.5~13.13 9.31 ~5.931524 1.3 1603A3t 16.44 P9'71caCmtMq.caa 9.31 3.75 13.13 --- - FriacCataaq.CA 9.31 5.93 15.24 575WNM tA703 KRWIS 93.7535.01, 12.34 Tm,NW htzu 12.3 0.00 12.3 - POWY MP (01.3 35.0116.64 - 117 - ANNE 10 Page 3 of 21 ANNUALPROJECT EXPENDITUlRESlJMMARY IN Rs MILLION ANDUSS MILLION 153 a w vAi515 NO~ASMIRATIOW PMT c*u M1is kAn file hkum rap z r470.0517 MM CW!TIlEW1IrE AUKCWPITL EIIIIE (hoo llillio}) 1gw IUS0ellar lilliol (kt ofTa VWhutia) O0L Mid-Yr (bt of To ai htm) OL - PEIX EwJ"| POW1 NUllFY _IC _FC _TOTAL _I TOTAL _ TOTAL _ ~~- Ratse I FC -TOTALI2TOTM. TOTA.__ 0 1967/ 0.45 0.00 0.45 0.02 0.02 12.5 0.04 0.00 0.04 0.02 0.02 I 19/ 0.61 0.01 0.6? 0.02 0.02 14.4 0.04 0.00 0.04 0.0, 0.02 2 1/90M 43.10 7.20 50.30 2.11 212 16.0 2.71 0.45 3.1& 2.52 2.51 3 19/ %.% M9. 11.55 4I 7,02 16.7 5.82 1.09 6.91 5.42 ,.91 4 1I91/M 411.95lU.95 600.90 25.52 32.52 17.5 75.52 10.60 34.72 26.71 34.61 51990/3 42.45 173.37601.82 25.52 5B.02 18.2 2355 9.12 35.10 2.7 60.42 6 1993/94 3.15 110.52490.67 20.82 78.82 19.0 19.97 5.82 25.79 20.12 6.52 7 199/ 250923s 1 151 209 9 12 71 1 1. 1472 9t9 9199/97 16.89 0.00 16.89 0.72 100.02 21.2 0.tO 0.00 0.tO 0.62 100.02 1715.666.10 2359.76 100.02 93.35 35.01 128.36 100. Taxaw Dty 210.94 0.00 210.84 12.3 0.00 12.3 NMAIOCWITAL EXPDSITK MM CWITMLEWiSlm (Rup Million) P_E (UsDollar Millim) (includingTax aNd utiu) mmIL Mid-Yr(Includirq Tx aia1utiK) Cli -I. Excp P lOlWIFY lC FC TOTAS T0L TOTIL Rate LC FC TUL I TO1TLTOTAT 0 1967/U 0.51 0.00 0.51 0.02 0.02 12.5 0.05 0.00 0.05 0.02 0.02 I 1968/19 0.68 0.01 0.69 0.02 0.02 14.4 0.05 0.00 0.05 0.02 0.12 2 1"9/90 48.40 7.20 55.60 2.22 2.22 16.0 3.07 0.45 3.52 2.52 2.62 31990/91 109.U 19.59 127.47 5.02 7.21 16.7 6.59 1.09 7.68 5.52 8.02 4191/92 462.518 1.95 651.53 25.3 32. 17.5 26.61 10.92 37.43 26.62 34.62 5 1990/93 481.0 173.37654.45 25.51 56.02 19.2 '6.61 9.52 36.13 25.72 60.32 61993/4 426.87110.52 537.39 20.91 78.92 19.0 22.60 5.82 28.42 20.22 80.5Z 71994M 21.53 121.83403.36 15.72 94.62 19.8 14.38 6.16 20.54 14.62 95.21 9 195/96 97,00 23.63 120.63 4.7l 99.32 20.5 4.76 1.15 5.91 4.22 99.42 9 1996/97 19.97 0.00 18.97 0.72 100.02 21.2 0.91 0.00 0.91 0.62 100.02 ' = _2 _ = _=2 1926.50644.10 2570.60 100.02 105.63 35.01 140.64 100.02 l ~ ~ ~ == (InI: iff1D m7ii gmvas SmrITAImPPwrCI ESAAEI CO0ST7S AY YE AR I IC I UI 16 PHYISICEA L SUET OFNMf EWIUIIISA WCOIPUMNT PhsCal Cuttioqay . V-15!f uldscosts usalatuo, Rates -- , 170 I.CT7 1.011 1.073 1.091 1.07 1.072 1.061 CM1 NE 1MPs MILLIMIWA COISTSAMI As 16.00 (581.00 -10!I' ofurs costs Escalationfactors -- 0.8412,0.04 0.2.18 0.722 1.020 1.018 (.099 1.0 EdCMLNSfLie 4vanewri.tAtidisk 470 - 02ani Laid E7chmWqRates RsUSO1-- i2.; 14.4 16.0 16.7 rays:. cptamlt qA3,6.a403;cpt,mrt as366.t403; Taxesad v LA 0S A RE I NPIIA F I SC AL Rosetosts we in Buttes linescalatfi ------Octl,IlS9 Prices an kw Costsplus YEAF0 9E181I EM?2VW33 I4t of Tax"NWDhtieu!sheCost PhyIcaltomtonqemy Physicaltoltioqiscy 1 907 I 1 9 80 1 58 0 1i9 09 1 9809/19 90 9 90 1I9 9 1 it Ft TOT1. Ik mtlILE Ft TOTAL LE FE TOTAL Lt Ft TV-AL Lt I TOAL it Ft TOfiL. iC FE VWl ______I~~~~~~~~~c)(E) (E) (C) (El (CI It) IC) IC) lCI (CI ILl iCI (I IEl IC) 1 IL IC: (it IC) (El (cI IC) ic) CPTI Nm;oraPlies III Staqe I 316.04 196.7?7502.91 9 44.27 12 35.40 M9.D 63.40 3151.44214.1?7 566.21 0.00 0.00 0.00 (1.00 ('), 0.00 0.00 0.00 0.00 19.62 2.36 21.91 0PT2 S"thmqtu firbal. E.xiting HaterSystem 262.05 130.80 39.85 9 36.2514 34.20 19.651 53.91 296.25 1%0.41046.66 0. 000~ l.30O 0.00 51.0 0 .)) 0.00 4.00 0.00 2.90 1.94 4.90 CPT3 Strengthen0,6. ExistingSeiai'e System 3,17.69 49.34 3267.0314 49.59 14 42.9? 7.41 53.38 260.66 56.25 411.41 0.0(, A~.j 0.001 0.00 Z3( 00 ¶. 60 0.00 0.00 0.00 3.66 0.00 3.06 CPI6 Institutioasl Strerqthenisg 04.73 17.15 61.00 2 D61.20 4.49 1.72 6.21 4P.2 10.8 60.09 ).45 6M.06 0.45 .l ~ 1 6.62 0.62 0.04 0.66 10.57 3.64 14.21 1IMAL lExcludangLaidi 1061.61400.97 1466.50 10 144.9213 134.47, 59.80 194.351196.5E 404.0 1060.92 1.45 0.0 A.4 (.61 0.01 (o.62 29.31 7.20 36.53 94.9 14.59 (03.56 tIP a Engineeingaid Suwvrisi,on 123.90 0.00 122.90 0 0.01)1 3 16.20 0.00 16.29 139.19 0.06 179.18 4.0c,0 vk.0' ',.00 0.7'.' OM06 4.50 0.00 4.50 11.99 0.M (1.9" UIT Lad 9.10 0.00 9.10 0 0.(,) 0 '. .0w U.00 5.10 03'! 9.10 0.0 6 .~:. 2.0 0.1)) 6.00 M,.a'? 9.2 0.00 9.2170.00 0.00 0.00t 1071t MEEIT411 S NILIL13 1193.61404.97 159.59 9 144.9313 150.75 59.00 210.6.31344.36 464.815 109M.2! 0.45 6A.45 0.61 Ml0 0.63 47.16 7.20 50.30 9.6 1.9115.55 F¶A9I TOTLWMil -: 0.0M 0.02 0.0! 0.0! 0.02 0.02 2.51 1.11 2.11 5.71 2.92 4.92 MlfAT1M- 0.01 0.01 0.01 0.02 ('-f2 0.0M. 2.52 1.12 2.11 8.21 4.02 7.0! 91171.P00U IN(ME MfIS OIlaim 74.66 25.77 99.99 lO 9.72 I-" 9.8 3.75 13.12 04.07 29.07 113.14 (lA.4 0.04M 0.04 0.M 0.04 2.71 0.45 3.10 5.62 1.1 6.91 AA P R ICE COMTIN6ENCIES AMNAD ME I OF D TIlES AA D ITA I S ------!a ) 'alC.'oIm phfsKial i 1.070 1.044 1.669 1.044 1.006 1.044 1.065 1.044 1.064 1.044 1.061 1.9044 pd!ricecinito ieis 1.1761.147 1.2591.197 1.11131.250 1.4301.305 1.3,231.363 1.6181.423 E tLn 17.5 16.2 19.0 19.9 20.5 21.2 YE A RS : APRI L IST TO MAP CM 11ST ------~~~~~~TotalEsuilataioCosts Yaxai Total ExalatuiCasts VW34 VW 5 VIM6 VW7VW539 YEAR9 uxclalrn aidoncuiiq Iq991 1199 2 19 92/i1993 19 9 3 /19 94 1 99 4 / 19 9 5 195/i199 6 19 9 6/ 19 9 7 Pls1CM AutknqINY DuatiesPaice Canti~ron Iain mdhltia iC FE 9011. it Ft TO0AL LE FC 19(11 LC FC TOTAL it Ft TOTI. 1.: FC TOTAL it Ol 11111 i LC FC TO11L iC Ft hAl. 199.16 (28.10 M3262161.10 M2..0.44 05.84 31.10 26.94 4.10 0.8 4.92 0.00 0.00 0.001 0.09 0.00 0.0(M420.82 23~.72 712'.4621.29 77..U 8.95 146.33 491.11 M3.72774.02lI ~~ll:~~ '~9 q~ ~ 5:9141 142:g 103:? 245.4 59.77le 24 77 01I453 0.00 14.53406.922P. 57 63E.48 54.21110.66 70:161111:612 401L12 2:.51 41969 CM92 114 9.00 11.46 15.46 0.00 15.46 13.09 010 13.09 6.07 0.00 6.0,7 0.00 0.0f0 o.06' 0.00 0.00, 0.00 53.05 6.00 51.05 4.70 10.68 0.0) 110.61 57.75 0.00 57.75CP 4 33.1.9 9.59 45.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0'- 0.,P 0.f., 0.00 105.17 27.39 133.16 13.10 9.631 3.34 12.97 118.37 27.39 146.26(PT 20.13 8.56 29.69 14.97 6.7 2MAY) 6.34 3.55 9.89 5.92) 2.2 8.12 0.00 0.00 0.00 0.00 0.01) 0.06 59.59 24.85 34.44 1.56 (0.37 5.98 16.35 01.15 24.85 0.400'CP 346.69 (010.95557.64 185.49 173.37 559.85 344.61 110.52 455.13 220.91 VIM.8 342.74 74.44 23.63 98.0i (4.53 ('.00 14.53(54.00 6,44.102L68. i0 210.04 327.92 (79.25 507.171734.84 044.1073191.94 30. 43.20 0.00 43.20 42.99 0.A 42.99 !5.54 0.09 7.5 29.01 0.00 29.81. 11.94 0.00 11.94 2.30 0.00 2.36 182.39 I* L082.39 0.00 43.21 0.00 43.21 1112.39 0.00 10.39 tIPS8 0.00 0.00 0.00 0.M 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 M000 9.27 0.0 9.27 0.00 0.17 v.W'0 0.17 9.27 0.00 9.27 CPT9 411.95 100.95 6M.96 470.47 (73.27 601.84 38.I15 (10.52 490.67 250.721121.83 372.55 86.38 223.63((0.01 16.05 0.00 16.09 (75.66 $4.10 2359.76 110.9113'1. 30 179.25 510.551926.50 644.1 2510.0 TIML.R 0% 24.02 29 32 5.5! 2.0 26.92 K~.St 22.22 17.22 20.91 14.6 18.92 15.82 5.02 9.0! 6.32 (.02 0.02 0.72 6 32.2! 33.32 321.52 57.22 66.22 580.9 79.4! 77.41 78.02 94.02 96.3 94.61 99.02 105.32 200.9Z00.02 ( 105.3!1101.61 at a =- == - -a t - t= t a t a t ~= 223.52 51.00 34.32 271.50 Q52' 33.10 19.97 5.02 215.79 12.71 6.16 (9.87 4.21 1.15 5.36 0.00 0.00 0.00 93.37 3490 128.36 !2.29 9.I 5.93 15.24 105.63 31.01 140.64TOT MB IMIA: H ERMWATER Sf?Y ADSITTATIE PlOOIJECT !W11 OFCOTS BY PROINT NWk COSTSNE INUS DIIMS nILLI : MSE STSASI( Rs 16.00x U;l1.00 cdcoLzensMdisk kaypro file hyprocus.klrap paq5 BaweCosts net ot Taxes TotalEsxalted Casts ad Duties Taxmlncluiiq Contiapuaes (IOctober1,1909 Prices) PhysicalContinmncies Price Cmtinqmncies Wd Tas andDutes No of -6ties - _ P MODE LE FC TOTPL IC FC TOTIL IC FE TOTAL iC UC C TOMAL Contracts PRMD ~= =-S =Sa 10.16 9.90 1.96 1.49 1.49 2.99 1.39 2.79 4,17 3.26 16.30 14.07 30.37 17 TOTL60005G C 0.34 0.08 0.42 6 TOTALGM0 LCO 0.24 0.05 0.29 0.04 0.01 0.05 0.02 0.02 0.04 0.04 SJUTOTALG00M5 10.40 9.95 20.25 1.53 1.50 3.03 1.41 2.90 4,21 3.30 16.64 14.15 30.79 ALL(L9G 0.46 0.49 0.94 0.08 0.07 0.15 0.0? 0.14 (.21 0.20 0.81 0.69 1.50 29.29 NETBY B1DDIMB 9." 9.37 19.31 1.45 1.43 2.08 1.34 2.66 4.00 3.10 15.93 13.46 1.62 0.29 1.90 0.17 0.04 0.21 0.17 0.05 0.22 0.23 2.19 0.37 2.56 I TOTAL1IJIEY IEB 16.61 *.22 92 TOTALWOKS LCB 49.07 13.72 62.79 6.03 2.06 8.09 6.01 2.83 84 8.50 6.61 1.84 0.23 2.07 0.25 0.03 0.28 0.14 0.02 0.16 0.16 2.39 0.28 2.67 2 TOTALIIIS BYOEPT + FORCE AIUT O.94 3.24 18 TOTALTEWOICAL ASSISITANE 1.E 0.76 2.64 0.19 0.07 0.26 0.13 0.11 0.24 0.10 2.30 0.94 0.31 1.25 0.09 0.03 0.12 0.13 0.09 0.21 0.00 1.16 0.42 1.59 n/a TOTPLTRAINIGi 0.22 1.03 n/a TOIPLEMtOYMENT SflES 0.68 0.17 0.95 0.11 0.02 0.13 0.02 0.03 0.05 0.00 0.31 U SAN'ERYISION 7.69 0.00 7.69 1.00 0.00 1.00 1.29 0.00 1.29 0.00 9.97 0.00 9.97 n/a TOTALEN6INEERING 0.00 0.59 nla TOTALLAND 0.56 0.00 0.56 0.00 0.00 0.00 0.02 0.00 0.02 0.00 0.58 = ______======X= _sm_s TUTAL 74.67 25.32 99.99 9.37 3.75 13.12 9.32 S.92 15.24 12.29 105.65 34.9 140.64 136 OM = s _ . S _ _= _ = __- = __== __-__ - w _ I-'~ ~ ANNEX 10 -120 - Page 6 of 21 SCHEDULE - MANJIRAIII STAGE 2 - COMPONENTI Wl ,_,~~~~~~..*...... *1 -. ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~6 _~~~~~~aE _-. - ,.I -, - w' Bt t W -. t t - Stttt Fl 5- : ._o , .-..t._3,6t,-._t_t- _' *~~~~~~~ - - S - ,t._t.j_tt ' t i 5 ~ _..:~~-~~ ~- IU3 } -->- -t ~.la tn .gt Ck 2". I I t s *'usF4 . . , E Tal -itt r El U1M It1 afii; , - l- 'i-i«'i'}X'XX-...... ------ -t F ' we-----.- s Ft b n ''' - '' - '------ -_n_ *& W _------ ------ k~~~~~J - -f2i. ~S e-e t I i 1 } _- it gi > F'§. x -j 8 - 1 ± - i I v I 1a FU _I t ;P! jj c e o! l S E rc E ! S ~fr-e 4 ~ l e°gI ff4twm win SMY No SMITATIOI PROCT W s a[ Dewtmtsl 0D 0L DepirtmpnLocal titive Didding CMPOWI : TNENJUIM MM III STW 2 SDM W"inq or Fwte kcamt Enginwing *WSup n t T Ccpsultait LaW t Pfrical CmtirWK-. OM MFM k RUM OU CMTSASRW -151of ocim&rwi Ps th.'k) r wfl.fq) Turrkey Tt RIRYraining S -I-'YZof swis cnsls 01 Lo Land (C) ISCALCILATED Po ot Dawrmts 014-0 t ofare in Oct1 1%9Prices Tans Tolit com OR Slices INP i Tim aw (Inc[ Phys.SW Price Cmt FPO TO LEWINfkm)(Mrfumsl PIPE NWkit.es) PMical Contir4mv lb (Structure) MT'LGOMW Struct pro or ------PricipContimmLoq Outin Cotuq. TaxI (1110 (CaWjtvp ("aterial) ITotal WI la healI Arm ------Dutimi (1) (1) ill 2 post Cmtr. Goods Works LE FE ------(1) (E) 11) lEi (E) (El MTAI LE i, 01k LC 1) 11) Ill 11) IC) it) iEl (E) FC IDTOL LC LC FC 7MAL 1.01Sg PWdaFw 26 km 2MO.es I'll fcl (C) IC) (C) lci 1.01,(W d ni for Pipplifwin Cant. No I f.1 , XI aW Liv prr 4 N (Cl SP- &3mmid L 9'3. 36 47.40 09.73 27.03 115.76 ffil ll'oddipir) 1150 55* pre 2 V L 0.00 11.III 14-19 M-5 la.14 27.77 9.% 17.68 18.22 1.01 Nld) pre 11.38 O.M 11.111 IM f. (W) t IV.% 41.04 7M. 1.04ICIVit RosIfFoddepur) 113.6 MI I I tV 1 7.56 1.8D 25.93 4.43 30.36 1.14 22.62 0.00 2.62 0.1111116.02 0.00 imil pre I 0 2.75 t'.46 i-41 1.73 16.02 LaWAcquisition for PoddapmrPK Tlinq Plant 2.43hd. L (,.gB -i.64 9.62 fi.r* 9. 1 6.85 0.50 3.39 3.91, 6.82 45.74 1.05(Pump-Notl(PoOdwr) Na - L D - 1.01 (,.li". !.01 .45 0.00 2.4% (42M!dl 16No PumpIII'M hp) (1' 5 *I - -0.I I O.fio 4.14 Ofy 1.17 14.25 0.00 14.25 1.06 1AirV#%seII(P dd*r) Pr I 6 1 14.10 (. Ofl 6.5d, %th 0.01; 0.00 0.00 0.0k) 0.00 0.14 pre 7 78 14-18 g, 1.17 '. 14 0.00 0.14 1.07 lW t'n) (Peddaldir) I G 1 1.54 (.47 4.01 0.00 4.01 I1.68 2.16 4.54 3.06 1.2.19 11.81 24.00 1.4111Pedd*v (5110K1701 post I V L Om o. -.36 ).% mr) slnw le ke 10 a W. LintrigaW I. 54 3.4 0.00 -54 c..% o.r. &.37mo ix I.-19Sir4w Ljnqmpllv,6 tay pre 2 N L 0.0f) 4' .71 14.SI MA) A.!5 0.61 0.V) t.01 0.26 4.% km 12Mm PSE Suppivand La) ort- 2Q..!0 43.'I 4.18 4.', 0.00 4.% 1.10 (11psemirDamnswarL2 Ml (PM) 1 V L 74.7, 9.6' I.St Q. 77 84.35 ' .37, 10.93 14.Z6 7.95 21.79 44.51 70.3D 1.11 Shaikprt jahanumm pre I 0 L '. 59 21.7S 9.4-. 1,17 5.47 233.13 18.6o) 12.82 13km IONm Tollebterb'dSupplyoW liv . 4i 6.03 OM 6.11', 0.73) 42.60 95. '4 13794 IX itrLdrI P. Ani in contract p(p 2 0 L 4B.59 11-11 9.7-1, 50.15 -1.uO 0.73 I.% Q.00 I.% 1.45 1.57 I 11 - 'r 160s pre S9.117 A.90 7.s-, a. 4, 7.44 0.00 9,57 1.13 (NewmirI (Jaharmul3.6 N RCI I 0 L 00, -'I ,."I M* MI 18.79 21.23 6.10 19.16 76.46 95.62 1.14 fiCrm pre I W L 6.70 1)22 O. k ". m (,.F o.00 Brainap W s: SingW to Lingapily ad to Jahmuwi I.,,,l 1.01 O.(* I.il u.r 0.53 0.17 1.13 0.00 3.13 1.15 A h*:PM. to fNm 10 N L MO B.," C.Vt ). 7i 0.44 (1.00 0.44 0.36 Sing. at Yediumailaram-,Sing.ta Dumns.ow Sirq.) 8.27 O.M 11.27 5.83 0.00 2.83 0.00 2.1111 1.16 (ServicePaMs 109.97is. iGprov't-in n" , 0 L -1.(0 9.i2 q.4' 0.00 0.93 I.Wj 0.00 1.90 0.63 11.63 0.00 ww casn 4ptil I 9 aW isphilt'ql raw 7o 9.42 0.94 4.00 O." '. 17 11.6i 1.17 (Staff llu-174tkiits.-Cmt Rm Stores Offirv-Come'l V MA F.49 27.48 0.00 77.49 0.00 2.17 0.00 12.53 0.00 12.53 1 LaWkqiiisitim Wall-I'mKine0il: nont, V, N L . 0f, 2.15 0.00 -. 7% 1.22 0.00 6.22 for Staff Qwters 17.57la 23.47 2' , 47, 0.00 23.47 2.!5 0.00 36.43 0.00 36.45 1.19Lmkiapirq ad Ptstoyaois I D 3.27 t.01) '. 35 5.32 0.00 5.32 1.82 32.% none 0.(0) 3.27 0.00 0.4- 0.00 0.00 32A 1.19 Telephw Lim by FST: 53 ke 2 V L OAKI 1.88 1.98 0.00 1.88 0.07 (1.00 0.07 0.00 3.311 0.00 3.34 1.70 BultFloN lbtin now I D 0 0.-)j 9.07 0.19 0.011 0.19 0.45 0.00 0.45 0.00 - 14lb : Sim 450a to M a 9.07 0.00 9.117 0.9; 0.00 2.52 0.00 2.52 1.21 LaboratoryEqui t at Peddaw pre I 6 I .I 0.43 1.91 1.80 0.91 1.17 0.00 2.17 0.00 12.15 6.6D nww 3.71 0.27 0.27 6,54 0.32 12.15 IM I 6 1 2.89 2.06 US 2.139 0.44 0.76 U6 3.16 2.51 5.67 pre 6 1 9.69 0.31 0.!2 0 43 0.63 0.35 -=z- U10 6.93 2.76 9.69 1.04 O.il 0.111110.67 3.0 1. 30 4.97 - f 1 45 1.34 0.76 2.10 2.06 UMTk MM (ExcludifqLand) = 2===== 11.37 3.91 15.30 124 -Zx 8.01 Emlinwirq aiWSwpwvisicm 262.'& '4A.55 1,16.04106.77 502.81- 9.01 Led A4 21.00 V.40 77.31 66.95 1,14.33 37.71 0.00 V.71 - 4L29 411.11 M.72 TNAS 413 - 0.4 4.M 11.20 0.111 3.41 0.00 3.41 .-- 11.20 0.00 U." 0.0 M." 0.00 0.00 0.00 - 0.07 0.00 TgtftMm. MM iiwi I -- 0.17 0.00 5.41 0.40 - 3.41 35-1.16 -- 106.77 543M 31,93 21.00 67,93 0.65 60.95 ISMO 62.29 $6.03 M.72 61.75 0 10% - 122 - Page 8 of 21 SCHEDULE- STRENGTHEN AND REHABILITATE EXISTING WATERSYSTE- COMPONENT2 -, ...... * e - _ o -, ~~~~~~.... ._ ...... , ...... , ., ...... -. . . - - o O; ~...... ,, o -_ ~.. b...... _ _ , ~~~.., ...... s :- : - ~~------ * q - I S - - i~~~~~~~~~~~~~~~~~~~~~J- -*^s fi fi ~ i----e §~~~~~- E~ j E .oI aa fi O r,~~~~~~~~~ - -. v i - , w _, - - @- ---_$-- t vff MO$ V!,ti ta h~~~~~ I 3 ooJbXQXlXl t~~~~~~~~~~~~~~~~~~~~...... ;itg gjt ~ .... .§gjfi...... ------ io_ | m ~ :~ _ > ~ ...... _ n _ ,= e . ~~~~~~...... - :Z u;I...... ,,_ _I ------, .. .~~ F ' v! 2 -, - i ls i Il~~~~~~~~I _~~ ~~~~3 ,, a . . . ..: ...... : .:: .:::.::, . . . -°. I: b-- . _ 2 n ! _ ~~~~~to #li-IIj8 JI t{ e.C- i ;- fi~~~~~~ i - F~gt^&'a1}4j gi"}^ %zSl- 4~~~~~ l 1oc¢s_F - rt s frju**4- 4_4_sterrr 49100006ATE68191 NOY127AT290 P3OI tIIYXll 2 : RINL1141u111IS SlT8lEU1l6BOF £11STING WATER 33ST1N Gomk 6 I IniternationalCowlitive htddini VN*O U L Lhal Cointitive B10di00 OMSISNEO0Rs MLLI0N: M ES3SAM81 Rs 16.00 lS0IM0 DepartmfntalI D Departamotal9uiino or Forcekcmamt Engineeringaid Siin F T Casultait Physical(vmtvqLovv fli. Its range: C3129.3faX90adW) Land L. L LocalCioltitive Biddinq -150 of g9006cosf~ RN4lraininq S 00e Land TA-TraininqT INCOLU3 NM90 : (El ISDOM61 IC) ISCLOLAlEDl la lam. 100t&ODTS of IV 109 Sien CostsAre to art I 1909Priieo and (lio! Pbys. ad Once Di"- U.A Slices 6 I (Netof Taxtesaid IlDtosI PtlrsicalCGtLF0~.,Wriv Prlce C.tinqKIaM hUtIai Ctwifi. liz 11WitM) Cu FMI TO LBET Iksl(ND-40psiPIPE 9T'L ff&191W Stnrct preor N L.------__ lb lStrKlxr,( (At)( L;aparityliliataiall (total 4P)(a.hwOl) kAr .2 post Cotl. D0 GooudsNDl:s It FE TOTAL LIt FE VIA'. LC Ft T)294 LE LE Ft 711911 (ElI(El 1£) IF) (El (El (El (E)lu IF) (El (El() (El IEI (Cl (El (E) (LI (El (C. iCl (Cl (Cl (Cl (Cl (Cl (Cl 2.01 G.lcWdaRt lbjatta 2.5 k. 600 - CI Lav now I V L 0.00 0.40 0.40 0.00 0.40 0.04 0).) 03ij. 0.12 0.00 0.12 0.00 0.5b 0.00 0.56 ,.P2 baoara Jubil 9. 1.0 is 600.a El Lav rehe I U L 0.00 0.21 0.21 0.0 0.77 ,.o: v.04 0.0 0.1 (1.00 0.6 0.00 0.20 0.00 .3.28 ,.03 246i).S Juiihl.lrs 3.0 km 90O Cl LAY nowe I 0 L 0.00 1.59? 1.59 0.00 1.59 1.16 ).OQ 0.16 0.35 0.00 0.55 0.00 2.30 0.00 2.30 2.04 0mplaOr dAaia 5.5 kg 600 El Law owe I U L 0.00 1.49 1.49 D.00, 1.49 0.15 o.00 t.15 0.49 0.00 0.49 0.00 2.13 0.00 2.1.3 2.059612l IS la,n9iaakpwt 0.5 km 450.a El Lay raw I U L. 0.00 0.09 0.09 0.00 0.49 ('.01 0.4u6 U.01 0.02 0.00 0.02 0.00 0.12 0.00 0.12 2.06 Ctrl lb hredpally 1.60ra 700.o Cl Lay rawe 1 U 1 0.00 0.30 0.30 0.00 0.30 0.06 0.00 0.06 0.11 0.00 0.17 0.00 Oil1 0.00 051 2.07 Crli lb hatlC lbs 1.78km 700.a CI Lay foe I 0 L. 0.00 0.61 0.61 0.00 0.61 0.06 0.00Y ('.0 0.19s 0.00 0.18 0.00 0.15 0.00 'u.S 2.06 TwONbud lzint 4.63km 600.a cl Lao FM" 1 0 L 0.00 1.26 1.26 0.00 1.26 0.13, 0.00 0 I' 0.42 0.00 0.42 0.00 1.81 0.00 1.31 2.09lank ba 0arayauqia.7 I I 400.a CI La amI I I 0.DD 0.30B 0.38 0.00 0.30 l.04 3.0'.' 11.(0 u.12 0.00 0.12 0.00 0.54 0.00 0.54 2.10 9jly of materials for 2.01 tInu 2.09 ClVlalves4itlhnqs prto 1 6 1 54.91 0.0 39.08 15.09 54.91 5.6? 2.36 6 25 11.07 6.34 11.41 13.30 69.35 24.61 93.916 2.1 8a,ixa/SaAh I lbs)Wlbls1ls 6.2k&-I0(I*3.Srae-90 Suvl ad Lay r I I L I122 2.56 2.15 10.13 20.-8 .1.1Il 2J.73 2.91 0.70 8.83 9.13 3.44 4.48 BA.N U t 2.12 (11eoosir)Pralashm.q.3.0 HII AM PMo I U I 0.12 0.90 1.60 0.00 1.60 U.20 0.M" G.Xi 0.56 0.00 0.5 0.13 2.14 0.00 2.54 2.13 (lbwsemrflksaonsa. 6.0 RII RCE pre I U L 1.43, 1.16 3.19 0.00 3.19 13.3 0.0 0.34 1.15s 0.00 1.15 0.30 5.019 0.00 5.49 LOWdkqisuition for 2.13 0.15 Ila n/a n/a L D - - 0.03 o.0 0.03 0.0o 0.M40 IV0.00 0.00 0.00 0.00 0.60.3 0.00 0.03 2.10 (Asrvonor)hjmputt.a13.01 NI P pre I U L 3.06 3.91 6.99 0O10 6.99 5.0 2.0 0.95b 1.13 0.00 1.03 0.65 10I.32 0.00 10.32 LaWkqisiititn for' 2.14 1.00 h n/a n/a L II - - 0.19 u.00 0.19 0.00 0.00 O.OD 0.00 0.00 0.00 0.00 0.19 0.00 0.19 2.15 (Fburseir(Mulfle 10.00WI A pro I W L 2.19 2.92 5.11 0.00 5.11 li.62 0.011 0.62 1.74 0.00 .1.4 0.87 8.34 0.00 8.34 Lad kpiuxisitinpfo 2.15; 0.00 ha nla n/a L D - - 0.15 0.00 0.15 0.00) 0.00) M.D 0.00 0.00 0.00 0.00 0.25 0.00 0.15 - 2.16I(tln) Pt*alleas . 7.15Old Civil 4Work now I I I 0.A 0.69 ('.69 0.00 0,69 0.'. 00f! (,f7 0.24 0.00 0.24 0.00 2.00 0.00 2.00 1. 2.17 IPSn) Prakaisg. 1.15Old 3 lb Pump 65 lhpci 25.a had pre I 6 1 0.76 0.00 0.16 ('.Ou 0.16 0.11 *,.0 1.1l' 0.22 0.00 0.32 0.24 1.33 0.00 1.33 2.181( tn) Nisainsal.20.70 OlidCivil bttri now I U L 0.00 0.69 0.69 0.00 0.69 DM.0 1,00 0.07 0.24 0.00 0.24 0.00 2.00 0.00 1.00 2.19I l bP~20lpc 5 ed po 16 I 22-PtIlAala.07 (.00 -2.22 0.00 2.22 C.33 0.00 0.22 0.4 0.00 0.446 0.41 3.412 0.00 3.17 2.24 9I a J,dii1 350 OdCvi rI o 1 4 L 0.00 2.32 1.32 0.00 1.32 5.13 0.00 Q.i3 0.44 0.00 0.44 0.00 1JA9 0.00 1.P9 2.22 9W1n Mil.. 3.0Od5l 6q20lpo 0a a pre 1 6 1 4.04 0.00 4.04 0.00 0.04 0.73 0.010 1.7 1.47 0.00) 1.47 1.19V 8.23 0.M 1.23 2.22Lia rib.ht,o Stwlwuja Bpain edigCes-1I pr 1 6 I 136.65 0.00 61.20 15.55 136.65 Q.17 21.22 20.0 29.34 51.73 81.07 20.37109R.11 130.61 261.59 2.23toa Distaiti.Srqtnn dRpac) ekn at- now I a L 0.00 %683 56063 0.00 56.83 5.60( 0.00 5.68 29.04 0.00 29.00 0.00 92.35 0.00 92.35 2.20Dtr IuligEtwi dlrn. tOartbd pro I U L 3.84 5.76 7.60 1.92 9.60 lii6 0.29 i.:5 1.26 1.21 4.47 0.00 21.100 3.421 15.22 2.25 tooI N IU1E3IIaS5l n/a - - 0.00 0.00 0.00 0.00 0.00 C.00 0.00 0.00 0.00 0.00) 0.00 0.00 0.00 0.00 0.00 2.26 lkFo tr - 48 lb Sime225. to 2400mand Miter Lev. Indic's pre I 6 1 10.69 2.00 6.54 5.95 12.49 0.1,0 0.09 ;-.1(1 .72 1.61 2.83 1.4.5 10.30 8.45 28.75 2.27Leak bI'n Epipt - Pipt Locn Erip't (Iltails to be aswessedixide IAI prt I 6 1 0.52 I.i6 1.10 Q.00 1.68 '.19 0.00 0.i5 u.31 0.00 C.3 0.73 2.00 0.0 2.88 2.39IAmalid II .5 km 1510uU5l fi ia,r-plIA1. exo)GMD pro I I 1 29..) 0.M 16.17123.36 29.11 i4l 2.00 4.4i 7.20 8.44 15.64 13.0P 39.00 23.110 63.49 2.29Ramadmi. NE1 4.5 km 1570.OD (PSE ainjPhil OainlUWS pre I I 1 0.06 6.26 6.26 0.92 6.26 0.63 0.00 2.5A, .775 0.00 2.75 0.01) 9.64 0.40 9.64 2.30 14.1S (ffr 2 29 621100. a aIVd OuiNjPhi min20l05001f?00 1(501pre I 6 L 1.37 0.00 1.31 0.0 2m.317 A.2, 0.00 0.12? 1.42 0.00 0.42 0.10 2.20 0.00 2.10 2.32ArtalIing Vli2 alopraji FM1rain 12.2km nowe I U L I)E LIEl El 0.00 0.0& 0.0 0 .00 0.00 0.00 0.01) 0.00 0.00 0.00 2.32Oneaa uflg'150k 00 Crp.osr.eahq aqiadoti PMo I U L 40(10 (188111: EBIW 0.00. 0.00 u.111 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.9X0sroi)a3 7"02 IIEo120 inadeilutel pre 1 I L 1.68 2.10 3.18 0.00 3.70 0.46 0.00 0.41 1.19 0.00 2.19 0.3 4.41 0.00 6.42 2.34 0.oiaw 1l Ptadmu(pre 1 6 L 0.55 0.06 0.61 0.00 0.61 0.09 0.00 0.N 0.25 0.00 0.25 0.03 0.90 0.00 0.II 2.35b:68ip0.~'llp(pro 1 6 L 0.60 0.01 0.67 0.00 0.61 0.10 0.00 0.20 0.2" 0.00 0.21 0.03 1.07 0.00 1.07 2.36 PisadOr 111(I123pro I 6 L. RAW0 CIUIEl :110MM.00 0.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.37lbauiaiio osigWlrloln liSEE( iEX(21 BELO0 none 20' V 126.03 7.22 24.05 0.00 24.05 3.25 0.00 3.2~i 11.57 0.00 11.51 6.16 45.03 0.00 45.03 817014LIE (Eicludin;LadI '71 240).1I1202.68262.05 130.00 3912.85 340 10.)461V3.91 210.46 18.16 1J8.M 54.21 461.12 228.57 08969 18.02 nqaaweriniad 8qmrvisx. 41.15 0.00 41.15 5.31 6.06 5.5? (01.93 0.00 10.93 0.00 65.65 0.00 65.65 9.02 Lad 0.37 0.00 0.37 0.0C0 0.00 A.00P 0.00 0.00 0.06 0.00 0.37 0.00 0.37 g 1900 COSTS:FILSCT 09082 303.51 130.90 434.37 3V.7.129.61 50.36 O2." 78.26 207.75 54.21 527.14 Z3785 750.71 NW11: Soply af tom750 hip staddby slip ra wtors for RaijaraPaM UAter Intakel S3aivstallation ad rxzsstiming of 3 lb pAs m6106 W aiors at aothtO R;p andPattomuicw. ON1 2: ksifna (Rs 14.4001, Oiralm (Rs 2.4.,.), Riajmo (list.6h002 Kald... ,.Rs Ic - 06w Costs. SST 3 : 51611sr4m a WUILIIATIONIf 6U10116SME Sij Ink £ I Iatuatia.au C3.anii Iad91iaa - - ai atio 7Mq: whtAill.13rd: sOrt IaS.coilA ta U I.Lwit Csrttawe hiAium as - % .at,ofatarials: als -doIn'clIotati af 6ttlat huttaatl I 3 hawuIetl Sasa'c ar frcre kram't crc - CewsrLctimauCom.ssaarrc (llrriuur NW%So s f WI Mpatit I Lwicd trsitim ltn TV6 5(fUfTA PLAN ------5;6Wi5N Pt ------IN PLAN l4-IPrinimtqmi -iql*:: I sto :: jtpl :! Io90 2 9~~ S1 li9q , 9 19 94 :1 59 lqt, Jill7 lb. COOON [it e : 198iQS 2q39a 9 i9Q 19 0142 1: 1Q91 2: 1 9 94 :: Ile! IjAc of P24-S fSlices V296A443 254 I A I IIPA 92*5' :9964 "iE,9' m EAlS A 4447 - (44 a dm49 lSSFRgn LKT klbPM I(11IW I m pr lOlICAIV : I 9 8 / SB I ISa aPt . I9S I C. 14q 9j9 '0 I 9 9 9 ':It qq q 2 j 9 94 @35 9~ 9% ' i. "lC! , bI` i4tm las mw I c C c:c: ,.A4 P CAKrtASPuIOWA nI, 1%1159w A SaI :tddea ad541AMVA:-I, ct;(i cC;c.C(i;.cr:ca:C:C:c:CC:r:c: 114'Ins Cairt (miSth! SW VA Om S NW . t ad 555W: aedd!b.ja a C(r>r.ta- '(cc, trtCccc-cC:ccccccc X1frshVIVO ram 'NbPSi', 21.15V A3tteS - a,dd P S I ftbb Cid cf' (n~E ,t *9 CCc.c'(cL. :cc-cr;E:tccfcc agcr:ccc:rrc: (f C C 1ak.c4 Sue'sCf SOt's S ND" I "W 1aw I A I dl- ddClib:P4-IScMA1 *clC-C'c.tCc CEU C" C C!C '1 xhSinger39aa :8.I"8" a ON"GeM 9 Offer) U h s at*t44rr(C a 3I Swaq'ieS.PlauilaeSbd !.Al V"-'r a AM . SKAd. be's new I N 1 :5 it 355 (4 : cccc.cccc:rc CCC 3 a I S r,'pe qSmrUls 6P1314(w-6l293 U Wt. Seas's. SPrs new I h I Adw dAdl iII :Ee1*d/tCS t'ccC.CCtcrcca Arld,W,rtruttrqfllvO1 a'IC.-tia I ta. ,r It 4 1 te S a IA c C ''C CCL CC(:'c:CCE:ErcCCC 2 I'A c 11oudledrAel4.614 lIiw -Isio5 N. I'wd ml o.W Ge I I WOdd ddada a .tt; r.c'.a 'u '. ccc:.7 c- , L: -CCccc C hsswivalfwrwtoTiP S. 5 !M.19 .)w N. Si,a,,NInS a,gaip 4N 1 aft . 6W55b"As4-r' : U. ccLC r IcC C CC C.. 11 l1stipr: 5Ia km.u11 91aW'4-S - Cl S. Owe's-Sew's 'm I A CStSt*W dAJ;A5414449 -ccEa:c:'c ( . '.leIAr,mri. 515Am w. L'49-l20 nCCl S. SMrs. bSpw new N .~r di:dStA t bt: C9345ccc:TC itcc. N'r"apl ChuirrVaa 4.IAl41," lW.W S.r.-flI Sew.ncew 1 St1aWa aMa sr SaMW..~CSct APe-- t 54 t titCC- Disirghat lbwaawoS. -Wlt '. 1"le 16N.S-w a chPWI i 0 I dm:tm''''::dC m:mt JiU u, C Cit, tv !.I 'IWI StrI&wagqdo tlpsi '?No, "Vt5to), H '-. i-u 'ciw I N '.Sa s a. 'cPaa St.. llPom'apalSIp)lo tnlr il9q IO 5% 29r Ile nW. I Itta dwd.bbbteat , v.l 'Pru NIS40mg. LII5 A'~ IN El cag, nw u.a aa si 6 51 tWUbrC,n ol"Los 9.3 1 -rn I9V. Fcto, r new I si n-s AC rfCrI.St-.a I4~WIp:Iatt MSlIW-Iwi `K'lSne ::addda.a '%bftaf'ira :w C C C i c;c IS wbiwPS*hbwW kv 9a.16Ii a r Fm'EOW,n e e s 1m C C ;.9I terusSO wtriA*tfim I N,a 7p Ic,I a' aPa ar11pat "r 'n* C'/'C C'Ii cr : ccc,czcc c (CCC'C --%hOWh ktEioI f t frit'Rw wha"iw tPS Am I I I S:,l' a alla et t *-s as199 2be.psS4SAWimr A.tIv t.I,P 0 0 a ttdd;sss I.S sew "mIf* . P'.aSotaSis's n:Id jrfraMNhmWa C I idd:cIlIId'.. !%z - - VA,A~CI~ = fAI.r 'A. m & O b Sws w - La,,d+orWz? Fmis lmw1:~~~~~~~~~~~~~~~~~~~~~~~~Puspiq Satim W-,a2I IlVum rNirp9uffLY 0g YMllA3Il0FowlE 6a 6 I Iotwo.tiuaal CmeetitiveDidioo lyrks 0 L LocaCotitiae Baddinq EI3'IJIN 3 : N48BITTITt48Il ST11S111E167 0 OFE [STING1 %WM~55 S eparetuetal0 0 hpart.eetal9miopaq or forc- kacm't file hndkast rmW: CS312042 6.m131) Eoqneerinqami Sup o E 9 Cioj(tut fh0voral0-vm)io-ci (dk Oi-96v-59 11:30 uIXI L L LocalCmpetitie 9iddinq :15eoods300 lan*ey III 0 DepartmentalSlixeaoq or Forcekrcowt !10 c-faor-k r-to C016NE IN hs1iilUN:NK iF 0o1 R6.00 = U$1.00 PUlTrainieqS 4'3 ' LMld IN13CIUM gemWM : (E) ~ ~~~~~~TO-TrainioqT (C) Is CACLULTEl NO lamn tOTSCO1ST of BaseCoslts are in (kt I I99 Prieman (tlacIPhys..dWPrice DIA-. 3A SIices (Det of laoe mid" tieols)ia Lmtlntwr'~ P'icp,CbotoiWcoes Duties Cwti.u Tax0 hutoenl Cmt 119! M L E"I 10a196-Pups)PFPE4AT'1 100J/W Strut pre' or ------'------_------96 (st0Kwtvl ) Iapaity)(E ll.terial( Ttl00 6) I* Ova) Areae.2 postCamtr. Guds Vorks LE FC TOTALS.F '(01 LE Ic Tlt ILE3. IC FC JTS.I (El (Cl (El (El IF1 (C) !C El (E f l IEl E(El IC)El (C) (C) (C) (E El 'i ~i (Cl IC) (C l (C l (Cl (Cl (ClIC 3.01IOnCainwt'nsiWt 140)9 100.Ou 6 ow 0 1.10 0.29 1.,30 0.00 1.3B ~ .k 'J'V Q(; x2Q 0.00 0.29 0.29 2.15 0.00) 2.15 3.0296. Cametns (Soitll 000No 100m 66 Io V L 0.47 0.12 (.'.5 0.00 0.59 060 .00 0.1? 0.00 0.12 0.12 0.91 0.00) 0.91 3.03IrmsjI CoW1 Os lNotthlI2000)No 100.o G nOrie 4 0 L 10.41 1.39 11.00 0.00 11.00 L I0(.701 4.39 0.00 4.39 2.74 20.62 0.00 20.62 ;.04 IraynfConnes (SoitO I000MD 100.0ge 20 0 67 .3 78 .0 79 .. 0.L 1iLl 2.91 t'.00 2.91 1.03 13.74 0.00 13.74 .OSlr.chSwsl~~~~~~t6l704v0-390.~~~~~~' ninem 4 193.06 10.44 0.00 (0.44 '4. Vl 11.46 400 .0 490 23 1.1 A 1.3 3.06Braic Stwrs (Soujl, 6.00200-r00 - 0 11 4 0 1 2.31 0.591 2.90 0,00 2.99 4 o. o(. 0 .o5 o.00 0.95 0.51 4.53 0.40 4.50 3.07Bidi OiI1.K~r 1.00)45l-a. n 0C. Sernd. Sewso we 1 0 1 5.72 0.76 6.48 0.0 6.408 (. /' 1,i.9 21.61 ('.0 2.61 1.54 11.56 0.00 11.56 3.111Suapoada ha,aritabad 1.69400-5 a PMt M. Serood.Siers noe 1 0 L 3.927 0.50 4.32 0.00 4.32 o.C.. , 1.74 0.00 1.74 1.03 7.71 0.00 7.71 3.09 bAirget Secretariat 4.05900-1200 N. Serand..Scuer now I 0 1 9.53 2.34 11.07 0.00 (1.07 nO6 t'.66 4.14 0.00 4.24 2.49 20.26 0.00 20.26 3.10Stcretaraat1.eqially 6.10 1I600-1oRCt N. Seconi.Sewus nwr 1 N L 10.96 2.69 13.54 (O.00C13. 54 X l t i.Vr 4.26 0.00 4.20 2.45 22.15 01.00 22.15 3.1196t,abloito V1 s Fain 2.50 0"N L. .50 ",.90 7.39 0.M 7.39 01 A Or, :% 2.76 0.00) 2.76 1.72 12.9 0.00 12.93 1.120arva, usudbdoDI 4.69l1wI00-Ih U N. mninkIot Sewura Iw N L 23.79 3,.19 26.97 0.00 2t.33 u0 0 90. 8.51 0.00 9.51 6.02 45.39 0.00 45.39Y 3.13Owm*dlaIderpptSTP 5.25l9 150n191 N. MiuntIot Scawnwv I 0 37.06 9.15 46.21 0.00 46.21 04 YM 1.4?' 14.54 0.00 14.54 9.39 76.61 0.00 76.6L 3.14 EmtolpiraSIS Jsec. 1.9130-400. NDI PC . Secood.Scowrs nom I N L 1.74 1.23 1.97 MU04 1.97 " .20 ' 4 'O7 .79 0.00 '. N 0.47 3.51 0.00 3.51 3.15FatcWhDraz0saizfmlaz 1.71 400-700. o C S. Secoid.SEers none 1 0 L 2.54 1.3;4 22.48 0.00 2.84. .O00q4- 0.43 1.16 (.01) 1.16 0.d5 5.14 0.00 5.14 3.16Chareonrv Vlu:opLira 1.418300-450 em Ott S. Spromil.Scous now I N L I.", or11 .2f, 0.0 2.20 ", 7,, o.92 0.89 ('.00 0.89 0.51 3.92 0.96 3.92 3.17thauzioa SIS Jyo. 1.31450-120 tAC S. Secrid.Sewrs nowi 1 N L 1.0 A.2 22.20 0.O 2.20 1; -22 0.89 0.00 0.09 0.51 3.92 0.00 3.92 3.10malaliopt SISJoin. 1.70 WM-00fCC 5. Srcoi. Souwsnow I W L 2.0 0.27 2.30 0.00 2.30 0.1u 333 0.93 0.00 0.93 0.54 4.10 0.00 4.1') 3.19Pwarmapl Chader#ot 4.18I400,-190mWC S. Irunl Jnt Sewerow I N L 26.17 3.51 29.6e 0.00 29.69 0S M.C 4 28 11-95 0.00 1.95 7.01 52.9 0.00 52.092 1.20Chmbru6at 96nrmbs6 2.2911600 - RCC S. TruiinOTt Scouraow 1 0 L 16.3o 2.2( 19.59 0.06 19.50 ,.n .N., 2.14 6.16 0.00 6.66 4.2? 32.)) 0.00 32.20 3.22I(Pop, Stn) Saaa7pedo(00 Ips) (3 96) ('32.5h'p) (10.) ( 10x1 ogo 1 N L. 1.oS 0.71 1.76 0.00 1.26 ~ )2- 0.2 '.', 4,.3i; (.44 0.00 0.46 0.217 2.72 0.00 2.72 3.2.2Swinpuota A 3ain 0.48250. a l Forcelain snew 1 0 0 0.115 k".02 0.07 0.00 0.07 0).01 0.0 m.i 0.01 0.00 0.01 0.43 0.12 0.00 0.12 3.23 (PumpStill lPhanapIll129DIps) (6Nol (90h'p) (Oi 19K II. nowi 1 N L 2.51 1.59 4.10 0.00 4.10 0.3' 1.10) 0.34 1.07 0.00 1.07 0.62 0.33 0.00 6.33 3.24-- 40thad Elect Eqpiip'tfor Sa;m'pudaand Purmoail POtos oraw I S 1 2.3' 0.5 .37, 0.00 2.32 0.36 0.00 0.311 0.50 0.00 0.00 0.34 3.57 0.00 3.57 3.25Purmapil M1SJim. 0.15400 a cl Foricflain owM 1 N L 0.09 0.16 0.25 0.00 0.25 0.03S -. 00 r.0.06 0.00 0.00 0.00 0.34 0.00 0.34 3.26(PoumpStnl96na'maol15401uol169ND) (360hp! (201 774e12m nowi I N L 3.95 2.76 6.71 0.00 6.71 0.57, (0.0 '..! 2.21 0.00 2.21 1.20 I0.99 0.00 10."9 3.27YmaondaI= re 0.50*90. IS Forcellajo 'nin I 0 0 1.59B 0.93 2.51 0.00 2.51 (0.33 0 5 0.13 0.53 0.00 0.53 0.45 5.42 ('.00 3.12 3.20 FwopStl 67t070 1ps) 16 961 (100bpi (Oil 36n 156 owe I N 1 6.99 5.19 12.07 0.00 12.07 1.!5 0.60 1.50 3.001 0.00 3.95 2.27 19.57 0.00 19.17 3.29-4hch aid ElectEpiot for 96eambahaid Aerpet PStns now I & I 726.M 0.00 4.43 21.61i 26.04 0.67 1.11 S.C J.%4 6.59 7.S3 3.73 9.7 31.44 41.21 3.30 mwerpe@= =etl 0.10 251350 I S inrceRaia fewn 1 0 L 1.42 0.35 1.77 0.00 1.77 0.25 0.ie O.2 (0.37 0.00 0.37 0.23 2.62 0.00 2.6.2 3.31Aerpetsll'Cm,twtrn, p, 1 N L 26.95 50.13 61.62 15.46 77.130 6.19 2.22 9.06 22.00 0.47 31.45 13.40I04. 26.25 131.05 3.32bcrpetSYP%Wly of AOratorsIh PM0hp pre 1 6 1 l(,.57 0.00 0.00 10.57 10.57 .40 1.54 7 0.00 6.92 6.92 4.51 4.51 19.43 23.59 3.33berpetSpPow ly - 0 5.19 0.00 5.79 0.00 5.79 0.07 0.00 ('.7, 0.92 0.00 0.92 0.00 7.1 0.00 7.3 3.34Laboatory E* 9aor(,. lPIt Iw 6 1 0.97 0.00 0.12 0.05 0.97 0.37 0.13 A,?, 0.00 0.15 0.64 0.49 0.9 I.50 2.25 3.35Scou Clean'nfwpipi 14-1irkeTYPe.; I-Jett"n IKlecul ow I 6 1 2.47 0.00 1.62 0.95 2.47 O..4 0.13 0.7 0.34 0.3 0.60 0.45 2.3 1.24 4.12 3.36*bkmcls awlhua= Ewpit ow I 6 L 0.903 0.00 0.93 0.00 0.93 0.1i 0.00 O.14 0.19 0.48 0.19l 0.27 1.53 0.00 1.13 LIWfor Forqem*Phqn Sfatois4 400a~2 L 0 - - 1.16 0.00 1.16 0. 00 , 5 .00O 0.02 0.00) 0.42 0.00 1.13 0.00 1.13 W3UAL.CMT (EvElvngu LandI 32, 27.25 93.70 317.69 49.3;4367.03 42.77 7.41 50,V 105.20 22.42132.02 74.0011504.341 79.57 0241.41 5.03 EfqUfmueringandhpeVflOLO 271.53 0.0 27.53 03. 6. 10 31.61 9.5 0.001 9.83 0.00 61.21 0.00 41.21 9.03 Laid 1. 0.00 1.16 V.00 v.0% .50k 0.0 0.00 0.02 0.00 1.15 0.00 1.13 TOTAL.COSMS:MMT 0593(33 346.39 49.34 395.72 4,592 7.41 `4.77 119.01 22.42 141.17 74.00 37.23 79.17136.5 0 INa 111 S 5WlR YAM mtYV TItr ft4'lAt dId PrvarNatimrof fiNl tma sc cr.. nt&so tiaf.rwe tAs'ras C F7sslsIsatOrWAMlszstISw . Ok:wor M. Acrc'.is srs f = *I 51^JWP~~~~~~~~~~~~~~~~~~~~~~~~~~~~~slmsX JI:or .e o dtco us?- bt M tr 4 tLOELF IfliFiMiA 'CS,.5 fink S I Iwln atap'iss W',orl Pildfm P_I*,I-:fiarD r.qn: scnil b55M: 1ctengrt ts C-p s 1t L,to6l w1fr p FiXi:5 'ss S uis ofpla!eials: S ud 'flc O3 bgwrtwrti! D D Dartf'.l Spovog2c Form torf (c C sstrt'or MId ,_ asnij Euitgww:qaM Sua n F I CssItnl 1I. Inr kqc-isuor, trd A -adrAn Ti ifFA I P Aft - . i - - M 6 I I f Pr t Al 9 16Trsri.rct' flf.F 119S: II99 ' I t. 1 9'1 :' : 1 i le !'5 ! c 1P'- 9r U6 VP 1 9 : i919 : 9 9h I 9 I'l 9 * I *9' Pt41iShU19it-fkAI9MF al Slacns cf 1 A R A RF I if F rV ifA F ' A V9 A 5 1fA :: FtilF: F tbF * tAb 9 C- -(oWnt,d to Saitao S_w im aaiIdIble. fro, r 2* Ir - 99 ' .9 P I ° '99 ' 419 I ' , . I 9 - 99* , 1 99 9I/ A99:. I ' ' 5 I 0 i 9o C -. tl t96 bxr pit Iff tlcyeis.h.- osl cstir r F trFotol aimes -r! ' 'fIi '1n b J JS O-:D J--a- 'i 0-:-1D -: J-Sie. r-! I - as5 -J aJ - :>i-J:, T ! -:.- -s.n-ca-Dc sw ;-:-S:Hn4Jit -JJ-5 P-:: JC:J-SJ-J4l-i-:J-4F J !uJ - t1 bIt' IhSaof Isisi S. e tau rs o oft,sr It N I55sI . s555-0 (Ca ls- c( :0(s .((: f:ra.t(ccc:c7t::t::c('t0:.C( C' C tCCa 4.* biftr Silo :t mIs.f. (user'rr'ii. f uslt Avows ta-wi tsr. * AI A0: -0sicsss 01 '55'' 3: -i-. -c'c- I: -c: c0.c CS 0 tc ttttc: 0JJ:-- so.s: trz t99 thISfraft 1ss It. |tttanir A.5'Xt i I h i iiica- s-s ca5 -:ctt- L:.Cu:: Co.•occuc t :ucm.a ttl cr ->5[['t0CtnC- C :: ('C-0.- t -Cr 4.6 SpithNSb Ihis Aaot Nmit. WaILMS i 6.. 4.4S.O of P. lb tA, ,id lash,' ,1 .s , W :w = = , isso 5~5 (3c,. rie((c-cc'c -'c crcctC)EC.sE!tE-oV'':0n:'MIc x 0- 9- filet o scut raW: CST5Mi(al4k.adIl6O cd 27-&t-1 16:20 wd 6 I InternatimujlEla titive Bidding -m as~ IFRy a WIIATIOlPwtt Iimi N L. Liicdl C&WtitiveBid1ioq kpwtmetal 8 0 beWtwntamtil¶nm*rinq or ForceAccount CO ti4' LJG*- SUI4UISt ttM Enq±Eruiw ai S,on f T Comsuitwnt PtiLuCl Laitmngenc Law L L LocalCodtitive lbddinq -152of goodscostst C011N IINRs INI(3 WYECOISTS ASJM Rs 16.00 US11.40 Tri&ty It 0 DepartuntalSNipoirn or Forcekcowit -19Z Y'fs cos.r b 4R lrammg S - P anl L.A INMMlOI NMS . (El ISEOEM IC is CllLCIlEO b l1s 101. cmIS of Bn Costste in tkt I, 19 Prn1l ai fiac1Phy.m Price Pll'-fLttS IR-SlE-ILAiRIIES Oit Slices (Nrt of Taxesaid iutirl PI'- ,J: LortitIw ies Pnrceotor'qcm bbts CEmtq.lta I timls trt - ect, to Sautwy Sir arwe available. Pre or ------b - UImsigtwof-t tecuioloo ottlse. pot t(rir. Goos Works LC FE 1011 LE Ft TAlI LE fC 10.L tC It FCt IOTA.r IEI IIGNEIof Latrones (El IEl I() (El (El (CI (Cl (EI IEI tt (t: (rl Irl I) ICCI IE) IC) (ll I_I 4.01 arth Sid OfG1l P. WuLitroes ti .5 none I t I 9.56 6.38 15.94 0.00 15.94 :.08 )JAO .. 4.52 0.90 4.52 1.9 24.00 0.00 21.52 a q rtjh st of 1, R. i^rt rEmis5t. BaAeLarm 3:O ;K i 3764ia5 >#w 1Gn',,! ii;~ - ' w tc7 ':o : °M1: :o 1 4.4 South Sod.at ItgSIR. CaRvwrExist. WsxetLatrl.es ,! * LV 2'2 ,. P 1.50 h o.r US v4qf f . C.4 1.2 '.4 i.o.i 5.3 Q.OO 3.3 3305 .COS0 f5luCiUio LOA)) 200%1 .4Q 15.00 '7.49 fi. (A -,.4 4.) O.( -00 If'j* 0.00 10.611 4.70 57.75 O.OQ57.n5 8.04 qeei ogrSandid Soeruisin 7.5i k,.9 ',S(. ? !.J .1 :.1;3 0.40r 2.13 O.m0 10.61 0.40 10.61 9.04 Lid 0,(* 0.00 ('(%(I. ( ('. ".0 . O.QO 4.40 0.o0 0.00 0.40 0.o0 lUll (5MR: P%EiEOCiOW 4 4409 oq 44.09 SOc c'. % .2-81 0.00 12.31 4.70 18.36 0.O0 18.36 MO0 tf - 128 - Page 14 of 21 SCREFTTLEMEN~T AND RREILITATION - COMPCNENT5 IAdian Fiscal Years 1989- 1990- 1991- RRP COUPONENT Units TOTAL 1990 1991 1992 Families Relorated No 4,120 1t695 2,425 - RESMStEKENT INFRAMUCIUVRE Approach Roads- Formation km 69 69 - - - itallirg kflm a8 19 69 - InternalRoads - Formation km 59 22 37 - MNetalling km 59 - 22 37 Drinking Water - Boreowlls No 89 89 - - - Piped Systems No 20 - 8 12 Schools Rooms 179 22 84 73 Common Buildings - Community Halls No 23 - 17 6 CeneralPurposo Bldss. No 29 17 6 6 Primary Health Centers No 7 - 2 5 VetorinaryClinics No 16 - 6 10 Eloctricity- Power Lines km 34 17 17 - - Transformers No 14 8 6 - REHABILITATION Self-EmploymentSchemes Families 1524 380 610 534 EmploymontTraining Families 270 90 90 90 SUBTOTAL Families 1794 470 700 624 IrrigationBorowells No 315 bO 100 155 HousinS for Scheduled No:SNo ;0 375 400 375 and Sch-duled r:. 129 - aEX 1 Page 15 of 21 COSTS RESETTLLk4ENTAND REHABILITATION COMPONENT 5 i~~~~~~~~~~~~~i ~ ~ _i .- ,- 18t@*P- < I ' *eS ]XtF-2 I 21 4 i I-i3 Ft astb O O C OOS |~~~~~~~~~~ Y i -1_|BSW_,Z_ - gl ---ws-"------° I I E y|o o o o _ _ o o o o|_ o o I_I Si _ ii|oSosx°i Ell a = t- 0 0 ; IIt51t IHILK; I " ~i - 130 - ANNX 10 Page 16 of 21 SCH DULES - lSTITUTIONAL STRENGTHENING - TA AND TRAINING ------. ! .-.-.-.-...-.-.-.-.-.... :. t~~~~~~ - --- T------__,E_------ _. ._.. ___,___E_,_, - '' ' -:;*------E I ~El - _,til. _ _ El3i -- -- ._.i j -- --- - l|it.$,$ 1 E3"il _ sj--- t*-1 '- -,1 HjI-3. I Tj'i--ii!I U II 'I--~,...... - iii :: I i j 3 ,~~~~~.u - 1. ;; ...... ,,;;,,;...... U d i ~ Ii ---- Ji!~~~~~~~ ...... ------; . . . . ii:i a, ; :L - a _m a-,, a , 2 -! - , 5g,_ *8R-'I F WMIM SIR My M SMITATMNFMUI OMPOW6: ImITWIMK SPMMING MIS Nil IN Ps NILLIM : MW CES NM Ps 16.00: 101.00 ioatto i(w, : t , is cmxqu lkw Cnts am lfl (kt I IIIR Prices ad 11K111114S. no prim sub EIFLPWt Nmftttn flbt of Tom ad imlini ""[Cal Contimmy Prim CatimpKin btin ork". to IT1111*10111 LC K Lot Fw ["ti't Swvacos LC FE MIIL LC K WIL a K im c a n ift iff D(SrRipilgo III III IE) 11) IC (Cl IC) IC) (El (C) IC) ici IC) IC) IC) (Co 91 8.0 ci &A water: Sur.r.s &WInf-astrxtwe Kwing 0.50 - 140 - 0.50 1.00 310 0.00 3.50 0.35 0.00 0.35 OX 6.0 CA2 LIS 4.V #A 4.51 6.2 Miter: " C"tt-d for 161rrAaWpWt Studies 0.20 2.0 40 12 7.60 3.72 1.40 4.92 6.32 0.14 O." 0.63 0.34 1.67 2A 6.12 2.0 1.41 ITA 6.,! Mile,: gPtdLl dDiSt tian n Andl. OWflndl OftigM 0.50 - 100 - 0.30 3.00 1.50 0.00 3.50 .0 6.A lkter: sroes *4 PainteNKe 0 el LA ',A 6.31 Smwaw: projKttelmation - OAS 0.45 0.00 0.45 0.05 0.40 4.45 4.0 0.0 $A Om L31 Lo 4.3t 6.3.- SawaW: lndntrial te PAmqmmfStudin 1.00 0.00 0.0 6.40 4.0 Lo Lfe $A Lo 4.0 b.'l SOWAV:SFW COWLtiORkW%SMI StUdICS 0.20 0.40 50 5 0.60 2.55 1.70 IAS 3.15 0.17 0.15 0.32 4.3 0.31 LY LU LP LR 4.13 - 6. A Sewar: btailed Dn:r frsu ld laimmoh 1.60 1.30 300so 10 2.90 11.10 10.60 3.0 14.00 1.06 0.34 1.0 2.46 S." LIIIII Lg U.8 4A 11.97 6.41 Sanit n: Low-cas,San a ion P% - - 5 - 0.00 OA GA 1.0 4.0 OA 0.4 L111111OA 0.0 2.55 6 00Sir so Pev,"Pawl - 0 1.20 1.501.20 0.00 1.20 0.12 0.40 6.12 4.43 0.0 OA 0.4 1.35 OA 1.33 6:51 m M Plan Prewatim - 12 0.15 0.15 0.001.05 0.15 4.02 0.00 0.02 0.41 4.0 LO OA 4.0 LO 4.17 6.57 AIR: Frograsfuluation 0.00 0.10 36 0.10 0.45 0.45 0.10 0.552.35 0.0 4.41 0.16 0.6 LO OA OM LN 4.11111$A 6.61 Trateirq: Studifi-dmlop Innning Plan &WPal,cy - - 0.40O' 0.0 6.46 0.41 Lo OA Lo LO IA 0.40 -I'S ': 6.6' Traimirq:Eptemal Training-fres. fravel,Subsist. - - 20.00 15.00 5.00 20.00 1,30 0.39'11 :112.09 4.11 2.35 im #A 21.4 IA 29.33 6.61 Wwdi: la bp adenti t ted m 1. fut Prop. Prep fi. th - 0.4 0.4 0.00 0.4 0.05 0.01 1.0 0.0M 6.0 6.0 LN OA OA 44? 6.91 t: kcawit NW" t 'Ware f. %St % 0.00 0.14 fie 0.Y) 1.80 1.0 0.50 2.10 0.18 0.15 0.23 0.0 6.9'636 #Al LU LE LIS LO 6.1r = .t: PMOKIIPlaminq ed 'antrot Svitm 0.00 0.10 40 0.10 1.20 1.20 0.10 1.10 0.12 0.0! 1.1111 1.2 $A L31 LIS LS LO IA& 6.93 " 'I: lbter Billing aM CollectioNSvstm - - 30 3 - 1.53 0.90 0.63 1.53 O." 0.06 0.15 0.17 LO 0-M Lb 1.16 LA 2.12 6.94 PA"'t: Patertals Mmiqt ind Stgrn Invmtory 3D O." 0.90 4.40 O.% 0.0 0.41 0.0 6.11 6.0 LIP LO 1.16 LO 11.114 2MIDTItCEIS 1f,cludingLane) 3.00 4.90 919 35 7.1111154.01 44.73 17.15 MA q-49 1.72 La 1111111.2LS WU Ub W S NA ILIIIII 8.06 Eminwinq md *er,islan 0.00 0.00 0 0 0.00 6.40 0.00 0.00 0.00 0.0 0.0 LIP! #A 0.0 LO LO OA LO 0.40 9A Lalid 0.00 0.00 0 0 0.00 0.00 0.0 0.40 1.0 6.60 0.0 LO 6.00 0.0 $A LO LO $A 0.49 7CIAL[MYS: PPM TCMPWV 6 3.00 4.00 919 35 7.80 54.46 44.13 17.11 61A 4.49 1.72 6.21 10.37 I" 1.26 1111.1524A IlL* Oa 0 I KItammln tieu(aphtaw OiMiqqOpAai ISa g3~~~~iWIU~~~mm ~~na~~iu 0019 sal b11111 at MMaul Ln wjq ad Sops E IEomdtat ------4. OmLai C&uzpK Iwdisiklivporafl lowriu'.1 (amLo 5 Oraiau S Costs4$mIniso pit la so wDSSAMJ R..10.00 s 00.00 iKWiq bitmmhi kw Cintsam sAm:t I IW0PrICK4 o"imiTami Fphical C4mtvry fvt-i C.tainoo WMo RR SIIac lbt of tan - is) 01*.u U 29 sft.m ntLWI SIngt p, or______FE WLOU IL FC VWn LC IC IC Cm "om 'o LE0 lt&olo.b+W0 " e.oo mwos LE FE wito I ,L IC) lEO 1C WI4941o0d*9 km 0 .o(.o.CIM IE) M( M1 IE4 (E) KiC MM NDtStr.%isvi iAl. iCqiit)I PtI lottcklioiltal Ill4( 114t 4(1 4E1 40 IE) IE4 4(t ill Atl I(1 Ill il4 1 4(4 -K (El EtI (E 0.10 0.15 5.73 0.13 0.0 1.29 0.40 0.49 0.51 12 0.06 0.01 0.13 0.03 (1330f pro 1 6 1 0*4 0.00 0.000.0 SM 0.02 5.06 0.31 0.00 0.31 0~~~~~~II ~ 142 211 (600 0frh)1a40100 1~ 0.03 0.23 0.00 0.2311 0.00 0.00 .4 0.30 I ~ ~ pu I IS 2 0.22 C.0 0.01 0.01 O.M 0.03 0.A 0.09 0.15 2 11.06 111jrVeseiit'rddiliwl I 0.21 0.02 0.12 0.11 0.23 It 0.01 0.73 0.07 0.29 450.a t 200 a Pu 2£ 14 0.02 0.01 0.03 0.42 0.01 0.03 0A I 1.20 BulkFlom 0ters : 14 lb Size : 1 Is I 0.20 0.00 0.13 0.05 0.13 0A laatwry (enipe1 It Pfe04aw 0.A 0.02 0.02 0.00 0.10 0.06 0.22 O 1.2,I I 0.61 0.00 0.44 0.17 0.40 12 0.00 0.03 O m-iryUr:PbI0~f4t Pu 6 2.45 0."0 3.04413 0.3 0.1 0.2 0j10 C31 :.. I 5 L2 (tptrap 1cr:e7V pre 34 0.00) 0.401) 0.01 '0.00 0.01 0.0 0.0 * .0 I tmnlseals, 440 2.01 the'f 1ivl"Ftm I 1. :0 0.00 0.03 0.00 0.02 0.02 040 0.02 0.0 Om7 0OA 0.m (w t n pr*vAwq. ~~PM 0.04 0.00 0.10 0.40 0.1012 0.02 0.00 0.A 0*6 I 3h4 lpro I S I 0.05 0.00 0.40 0.03 0.00 0.03 0 o 60.40 0 I 2,20iftt " ioi)0isaa". q2.0I 0Ap249 I £ I 0.10 0.00 0.10 0.00 0.3104 0. 53 .0 i.e 02A4 330063fit 31wU0 I pue 0.34M4 0.51 0.11 .23 0.01 1.42 2.20 1','II (W~It ni JAhil.%l. 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CATVW Goods lbrks LC Ft TOTIL Z LE FC TOTPL LE FE TOTAL LE LC n TNAL NW (1) (1) f[) IF) (f) (El (E) (E. (E) (E) (E) (El if) (E) (1) IF) IF] lci (r.) (c) 11) ici IEI IC? (C) ic) IC) ici I 01 SLriapr Peddipr 26 km lw a RCC %Mlv and Lav pre 4 L 5.04 2.65 6.11D 49 N, 0.89 0 3 1.14 q. 71 0.34 1.05 1.24 9A4 2.3 11.92 ir (or idgmI for Pipelim in Cant. No I ':' OI. ol Spanc 'a and 55m pre L O.iO 0.71 O.-,I O 00 .719 0.07 0 OO 0.07 O.Oz 0 OD 0 07 0 46 0.91 0 911 3 41 '4 tclwat Aes jpeddw i It' '.6 "I) IOM, L 0.4 (-. 54 0. M 'I. O10 .669 0-6.1 0 0. 06 0.0 (1:00 4:07 O: (A 0.81 0,20 0:911 (P*3t n I I Peddapur1 (5411761 post I N t P.Ok, 0 12 0 222 0 w 0.71,9 0 O, 0 9n (I O, 0 OO 0 02 0 01 0.27 0 00 0.27 I 0 L 0. 00 73 0 99 3 :A 4100 PEMAW S140aw la to Q5 a RS Lining aW Lav OM 1:9, 2.7 9 C M 0 Zi 0-27 0 (09 0 37 0 46 0 .53 2 47 .00 11: Llfwimwl N 7m m P9[ 94*Iv iM Lay ort, i L 4.67 r 60 35 3 Ir 5_7; 0 17 0 59 (I.76 0 14 0.86, O." 0.8 2.54 5.31 7.115 UsBA-psior prp I N 1 6.16 '.2" 0.38 1.00 ','a 11 f,.M -).-J( 0.05 0. 03 'Mlo ). .0 0.09 0.55 O.A.D 0.55 We IWO o Tolle&ters dSwiv apd Liv pre 11 v t (A -.?O 0.61 3.1, 7. ',4I' O.O6 11.41 4.5, 0. Ob 0.65 6.71 0.41 1.14 4.725 5.39 1.12 P.jah'a"e'a fkmi in contractI' 1.11 160 a prp I N t 10 14 0.14 -).(W, La -1 0.02 4,-.uO 4. 0.1 0.01 0.16 6.0 In Ro-re'.vair) fjahamm 1 7.6 R] tRrl pre I v t 6.05 % I I u.0f, (.11R Ox) (M-1 MI O.* 0.01 0.02 0.15 0.0 0.15 I 1 41.14 ir-rcss Drairace Owts: Stmoow to Linqampallv JM to Jahiremia) fome 10 N L 9, 5, 0. o)5 O.Y. J.,5 0.05 ).,)A Q.05 0.05 0.67 9.00 0.67 12 1.15 IW Imis:Pedd tr, Sirtq. a! Veddnaitaria: Sinq.ta Osms. War Sing.) raw 2 b L 0. Ou i-.53 9. (KI 0.59D 0.116 0.0 - uxb (.O(- 0.0 0.00 0.70 0.00 i0o 13 1.16 ServLce ia lf'9.?7 We; twov t-in sm cmm metall a iM asphalt a. nw 30 It L fl. wj !. 72 1. 7' (.OA 1. Y, 10 0.17 0.11 0.16 -).M 0. 16 0. 10 2.05 OM 2.05 t 4 41.17 (Staff W-11 UAItS:CMtRWO. Stores. 0!ficr:1w d Wj1I4 mLnQ:L1t& raw 91 W L u. fkt 1.4' 1.47 1.47 it, b. I' 0.,,6 O.I5 0.17 O. * 0. 1, 0.12 I.V P.OD 1.87 15 41.19 Landscaping aid Pnetoo, faw ' N L 0. III) U..I 11 2 ,.(n 12 a ().Q O.-p (,. I! O.Oi 0.0(, p.01 O.O,) 0.14 0.00 6.14 16 42.01 fialEwwa P 00; ta Irke 6m a Cl Lay R" I 0 L P. b) I- 3 -00 03-) u.00 0.00 O.* (.O(' MKI 10.00I 0.011 0.43 0. 00A.V , I- I 42.02 Paplara JubTS'ump 1.0 Is 6M m cl Lay rww I w L 0.0f) 0.021 0.02 -,.Ofj .(r0 0.00 0.00 O.-* 0. (O A.00 'j.00 MO 4.02 100 v-92 w la 2.63 JubiI.Sump Jubil.Res M ke WI!)a 11 Lay rxm I v L 0.00 i-.Jo 0.10 0. o., (1.10 10 OM 0.00 0.01 0.01 6. N, 0.01 0.00 0.12 0. (A 0. 12 19 .1 64 PA Ulhr Asmqadtf. 5.5 It Wi a El Lay none I 9 L Mi. 9.09 ,.Oo O.(q I I 0.01 0.00 0.01 0.91 0.00 ').01 O.Ot 0.11 O." .Il 20 42: M Pr,,S 5ke 450 a El Lay none I g L AM a.01 0.00 -5.010 0.00 0.00 0 M 0.00 0.00 0.00 0.00 0.01 O.OD D.01 11 14" 1 V L 0.04 0.00 6.040 MA OJ10 0.00 O.M 0.00 9.00 0.00 0.01 0.00 0.04 1 4 Ctri Rm ParWplly 1.60 km 7% o El UY 21, 4 :(17 Etrl P. PU Pn 1.79 1. XJDsm Cl Lay "M I 9 t 0. (0 6.04 0.04 0.00 0.040 0.00 0.00 O.OD 0.00 0.00 ON 0.00 0.04 0.00 0.04 42.08 Tani bW Aditat 4.63 ke W) a ci Lay none I V L OJO) 0. nO 0.08 O.M 0.00 I 3 0.01 0.00 0.01 0.01 0.00 0.01 0.00 0.10 O.QD 0.10 24 42.00 Ts* NW NirayaqA0.7 In 40n a cl Lay Dow I V L (,.D(, MO. 0.027 O.OD OM 0 0.00 O.M 0.00 0.01 0.00 0.01 0.00 0.03 ko.00 0.03 2', 422.11 PinjariAkmj I AmAkMi11sRrs Stsept, mO Ld pre I v t 1.11 D.16 0.14 1.13 1.27 13 0.01 0.17 0. 19 MT 0.30 0.32 0.11 0.35 1.60 1.95 26 42.1, (Pe-Arvoirl0raissimag. Ml RCE ple I N L US O.M 0.10 0.00 0.109 0.01 O.W 0.01 0.01 0.00 0.01 0.01 0.13 (1.00 0.13 'i (10 27 1 42. I' (Reservoir)1lessainsaq. 6.0 MI AM pe I W L 0.09 0.11 0.20 0.00 0.20 10 0.02 t. 30 Mr. OM 0.00 0.01 0.41 4.727 0 . 0. 29 471.1i (limervairAD)aZ ia 13.0 P] AM pre 0.19 M 25 0.44 O.OD D.44 11 0.05 4.0D 0.05 O.M 4.00 0.05 0.04 0.31 0. (W) 0.56 1'9 42,15 flipservoir)JAi tet. 10.0 Ml XE pre I v 1 0.14 0. 19 0.32 O.M 0.32 11 0.04 0.00 0.04 0.114 0.00 0.04 0.05 0.45 0.40 0.45 3D 4' .I& (Poof'o) Prakes" . 7.15 Kid Civ-0 Preis n" I N L 0.0 0. (A 0.04 0.00 0.04 0 0.00 0.00 0.0 0.02 0.00 0.02 0.00 0.06 0.00 0.06 ELVII W S I N L 0. * 0.04 0.04 0.00 0.040 0.00 0.00 0.00 0.02 0.00 0.02 0.00 0.06 0-M 0.% 31 17. 10 (Pkoot's) Mussainsmi.20.70Fid r0* 17 4'. 20 fW t'n) Mil.5map 35.00 Nid Civil Voris raw I 0 L 0.00 0.08 0.08 O.OD 0.4 13 0.01 0.00 0.01 0.01 0.00 0.01 0.00 0.10 0.00 0.10 33 4 .23 LK.] Di,t,.Jt. Strwqthentrq aW ReplacementLeaking Copts.-IM. fw* I 0 L 0.00 3.55 3.55 0.00 3.55 10 0.16 4.00 0.36 UM 0.00 Ull 0.46 4.59 4.00 4-Y 34 44 .14 DlfKr hilding Extmsion aW laorwo ! at VIwairatatialPhil Kajny4M pre I I L 0.24 0.36 0.48 0.12 0. iO 12 0.05 0.02 0.07 0.9 0.04 0.17 0.00 OAI 0.10 0.79 1.79 bwmw. in 4.5 km 1570 0 m IPZ Uj prt, I I L A.W 0.39 0.39 0.00 0.39 tf 0.04 0.00 O.M O.Ob 9.00 0.06 e-40 4.41 0.00 0.49 31 lipionlaq lbil almq raij Phil %in 12.2 ke rww I N L D I L E I E 0 0 0.0 0.0 O.OD 0.00 0.00 0.6 0.0 0.40 0.00 0.0 32 "WSW latfW 15.v km 2WO a ACUrepl.et.led 9 aquadiort) pre I N L UMV CM M BELM 0 0.00 0.00 0.00 0.00 0.00 O.OD 0.414 4.0 0.00 0.00 36 4 :33 IftservatIoRijampet 7.00 91 KE (Ex 1.21 "I Inadquate) prt, I V L 0. II 0.13 0.24 0.00 0.24 12 0.03 0.00 0.03 0.03 0.00 ON 0.01 0.11 0.00 0.31 P 423 7 R" ilitation of Ewisttfq Miter Treltmpnt Plarti WE NM f2l RIP none 20" N L MA 0.45 1.50 0.00 1.50 11 0.20 0.00 0. X 0.71 0.40 0.77 0.32 2.29 0.00 2-29 ou 0 It 1-6 140 0 IOIA : WffRAW WID SLPIY At SWITA11010FRWECT sook 6 I lntenutional CoWetitive Pidd.,rq lbrks W L Local Cowtitive licHim Physical Contiowzy laws) IKIndinq 0"Ical NW tm I I&= (Intmirmcles ILL PNIV RENWS SWTFDOv PRW-%W PM Depaw, ta D D Dewtoental ShDopLAQo, Force ------Account -1 1 01 gows costs NW Eng3liveringoW Sup p E T Consultant -n of Voris costs outiesi cdcouters hardistlayere ftl? 1,yprocmull ro" Und L (in Laid Turnkey it CDSTS41 IN S HILLIIN : M r%TS ASM Rs 16.-)) LIS11.00 FM Tramirq S Ttt-training I laxn Tau! 1%alated Cnts Baw Costs are iri (kt 1, 1909Pr!res SW imigiliq totL DIA-0 9MLSlices (opt of laxes NW bit.-esl PhVSL[al Cmt COPtJnM V Price Cmtinw iles kties kt;es oW FPM TO LOGTH(Val(ND-fuW1 PIPE "AT'LW04W Stnert pre or ------Fff No (Stnich") (At i (CaDaritv) i MaterI a I I ITotal HP) (a tLA) Area m2 pGst Conir. CAIPROC Goods Itiris LE FE TOTAL I LE FC TOTAL LE FC ToTrt LE LE FE Mtt ME (EI (E) 1i (El (El IE) !E) [El if) (E) V (1) IF) (E) (c) = _ (E) 'El 'El ID (Cl (C) ici (c) IC) (Cl (Cl 4c) ic) = _- = -- -= =7= ======ZZ= = = -======z _== r== === ------_ 40 4L03 Trmsf Com'ns (Morth)I.W No 100 a a (KM 4 N L 0.65 0.09 0.74 0.00 0.74 13 0.11 0.00 0.11 0.09 0.00 O.O? 0.14 1.4 0.00 1.08 41 43.14 Trmsf Cam ns (Southl Wj No IM o GM none 7 1 L 0.41 0.06 (.49 0. (f) 6.49 1 ; O.h' O.'JO 0.07 0. "s 0.00 0.00 0.11 0.n 41 413.05 9rmxh Sims (North) 2(1.M200-300 a 0.00 0.75 RN rione 4 N L 0.52 0.13 11.65 0. (k) 0.65 12 0. i-9 11.0 O.* 0.10 0.00 0.10 0.12 43 43.06 BraKh Sewrs (Southi 60 2W300 o 0 0.% 0.90 0.% nciie 4 N L 0.14 0.04 0.18 0. lp 6.18 14 ll.o' 0.4 0. 0 0. (I 0.00 0.01 0.04 0.3 0.00 0.26 44 43.07 S*i Malk.karwan 1.90 4'd)-Bw n m: N. WUW. Smws rwe I 0 L 6.36 0.0 0.41 ti. tK, 41 j:j 4 .?7 0. AO (,_- 17 I.156 O.om) 0. ,6 0.il 0.00 0.65 6.411 0.60 0.00 0.6-0 M ltl "Ise, t .j I:q W M N. e-W. 5emer, I ' (I.'A O.L-(- -).(,4 0. 4 0.06 0.01 6.(.-l 0.0 0.00 0.40 Ik N.'am. 5ews A". I V0 L 0.60io.2 0.0.1.14 0. 4 .74 i: iot, 0. -'i(l A.IO (-. 11 0.11 0.13 1.0 0.00 I.48 47 431.10 SpcretariatLi lly 6.10 W -100101FEC M. SKand. Spws nw I v L 0. 6B OA? ,.85 0.1: P.Ok, (j. 1, 0.10 0.00 0. iO 0.13 0 4',.II Retabilit M,Ms 'In 2.11, 1.20 0.00 1.20 W" I N L (1.41 (1.65 4.46 0.4, 1!.4ti1 fi. 1)7 A..) fij-7 (.07 (.00 0.07 q." 0.0 0.00 0 4 12 karvw owalfiedcol 4.4 IIWIWnWU 0.69 N. Trunk Int 3 wr nonp I N t . 49 !.:( 1.69 1.691 0. 24' (. -.9) (-.,'4 4.21 fl.00 0. 'I 0.33 2.47 50 4 13 Nomfed[olAmberoetSTP 5.75 lNxtRYmOM 1. Trunk 0.00 2.4? Int Sew mw I W L 2.3, -).5- .00 :.20 01 0.51 4.17 0.00 4.17 Si 43.14 famatipura SIS Joint. 1.81 W 4(A a RC[ S. Second. Sewrs nant- I N I 0.11 CX -A I' 14 0.0,' Q.W, O.-,I (-.02 6.00 0.07 0.03 0.19 0.00 52 43.15 FatellixarwazOssivillaz 1.71 4W700 a RCC S. SpcaW. 6.19 Sewfs none I w 1 0.16 A.fl- 0.1i 1 14 V-0 0.,-T 0.02 A."it) 0.02 1).04 0.27 0.00 P.V M 43.16 (hartipar kha-ipura 1.8B W-00 m ROC S. Serorid. Spws qmp I M I 6. K ". -" ".14 -.14 1' 0. O, 0. !; 0.1.2 1.0t, 0. O,' 6.03 0.ZI (1.00 b. 'I ST 4',.I' Mztpura 515 Jm. 1. l Wl-12W WAKC S. Secom. Sews none I N , '.121 O.": 0. 14 %14 1, (I.Oll ti. (v) O.A mc uxo f. ),- fvi3 0. M (00 55 4i. 19 Waipet SiS Junc. 1. 'O W W m RD[ S. Secow. 4. ,I Sews none I v L 6. 11 -!., I , .14 i .14 [I c.", 0.00 O.,-- 0. Pi', 4;.(t, o.03 0.03 0.22 kl.00 0.4- 43.19 PtranwI Chak-rghat 4. ig WO-18401min S,Trw lnt Sm" faw I 0 1 1.4 f).2' , 1.96 1.060 'J. 27 O.W O..? 0.2O O.% 'J. 'e 6.36 22.77 W 43.?,) Chaderghatflusaraidlailh 2.'g 16M a 15.00 '. 17 J RC[ S. Truni Int Sewr none I V .,.14 1.16 -A 1.16 1 0..I " O.:,X) 0.17 6.16 Don O.Io 0.73 43.'(Ptm Stnl Sma)LQWa (9) IOS) (3 NDI (37.5 hp) 110ol If, O.N. f).Il 9 O."I 0.4iv O."I 0).01 -,A) 0.11 1.72 0.41 I -72 los now I W L J! 0.01 0.14 6.6O f . 14 59 47. 2? 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SM S 0 9 Ii s -~~w *e m `s7 's m'- 's t i@ mds we ei'e tee a we we *5fA 1} 1-3N J3v -ADM53f t d la I PR 13 Osel we wel"I 42j w ils al' pill bill 153* 1'00 1 U'e WS se't' a IISI aWp Al VW.. 111i'o,IIIi f"2 weo sallol, inwe we w'e wee ct'st m'sAe'e0i'll e nfilew _ j Il s ie' GIESwj il ai an's in ws w' w' we wte cw' isi M Al wei I' s I 03) Ill 110 01) (III lt le (IS (21 I 12 31 21 (30( (IN i (3 ( (II (30 (3 (3) 03)(30 I 433 (3) 03 3)fi 03) I33 3I0Ut L 'M 1 1= I1't1*5U I 111X11519t1 3SI: Ite 0sStAI03) 4s0 cotSO -& 31 II1 11 U 31 '330l 31 31 1 UIK 3:1 31 3, ------mn~~~~~~~~~~1Wmi PRI a" AA*A5 P1 1si-- 1-3n M01 A Wm Ui4 W M "1Nt NW1 o _|t1@pp0aiq P_|zE11 _4 16 AB : S1513 :2 7 'j3 wq ~~ ~~~~~Ivi10-11 a0lTlq1 U ZlMM bSLS OM t It Ntw -136- ANNEX 11 Page 1 of 2 INDIA HYDERABADWATER SUPPLY AND SANITATIONPROJECT Land Acguisition- Reguirements- Status - Procedures 1. The land acquisitionfor the water supply and sewerage comRonents of the project is completedexcept as follows: Comp't 1: Land for Staff Quarters along transmissionmains 17.57 ha Comp't 2: Land for Water Pump St'ns at Hussainsagar0.15 ha at Bojagutta 1.00 ha at Jubilee Res. 0.80 ha 1.95 ha Comp't 3: Land for Sewage P/St'n at Mosarambagh 0.25 ha On the basis of advice as to HMWW's prior general experiencewith land acquisition,including that on the ongoing Manjira Phase III Stage 1 project, no delays in project implementationas a result of these remaining land acquisitionrequirements are anticipated. The estimatedcost of this land in October 1, 1989 prices is Rs 4.94 million (US$ 0.31 million). 2. HMWW's land acquisitionprocedures fullow those for government agencies in AP, as prescribed in the Land AcquisitionAct of 1894, as amended in 1984, as follows: (a) Surveys and land acquisitionproposals are forwardedto the Collectorof the Districtwhere the land is located. (b) The inspection is conductedby the Revenue authoritiesand the survey is conductedby the Land Record authorities; these form the basis for the preliminary"Draft Notification"(DN). (c) The DN is published in local newspapersand in the AP Gazette. (d) A "Draft Declaration"(DD) is prepared after final demarkationand after sending the DN to GOAP for approval and publicationin local newspapersand the AP Gazette. (e) The "ProvisionalValuation" (PV) statement is prepared by the Revenue authoritiesafter proper enquiry. After approval by the Collectorof the District,payment is made to the landowner. (f) Ir owners are not satisfiedwith the level of compensation,they may receive the payment 'under protest" and pursue the matter in the courts. 3. HMWW was required to deposit the funds for the land acquisition with the Collector for a District when the preliminaryproposals are submitted -137- Page 2 of 2 to him (3 (a) above) or when demanded by him. In urgent cases, the DN and DD are published simultaneously. It is expected that HMWSSB will follow the same procedures. 4. In addition to the land acquisitionnoted in para 1 above, there is land acquisitionrelated to the Resettlementand RehabilitationPrograr (RRP). Apart from the project, the acquisitionof the lands to be floodedby the Singur Reservoir is in process (Annex 7, para 3). Linked to the project, is the acquisitionof lands for new village settlements(Annex 7 paras 7 and 12). The estimatedcost of this land in October 1, 1989 prices is Rs 4.16 million (US$0.26million). I~~~~~~~~~~~~~~~~~~o -138- INDIA ANNEX l2 Page 1 of 10 HYDERABADWATER SUPPLY PROJECT Drinking Water Yield Reliability from the Sineur Reservoir Introduction 1. The construction of the Singur Dam on the Manjira River by COAP's Irrigaticn Department commenced in 1976 and completion is expected in 1989, except for the power plant installation which is planned for completion in 1990. It will impound the water for HMWW's Manjira Phase III Stage 1 water supply project, now in implemertation, and also for the Stage 2, which largely 'twins' the Stage i, and which is Component 1 of the proposed project. The Manjira Basin 2. The Manjira River is a right bank tributary of the Godavari, which in turn is one of the major rivers draining south-east India 1/. The Godavari has a total catchment of 312,811 km2 over par; of the five states of Orissa, Madhya Pradesh, Maharashatra, Karnataka and Andhra Pradesh; the river discharges to the Bay of Bengal from Andhra Pradesh. Downstream from the Manjira junction, the Godavari has impoundment/diversion schemes at Sriramsagar, at the Yellampalli Barrage, at Imchampalli, at the Dummugudam Anicut 2] and at Palavaram. 3. The present basis for the sharing of water resources among the riparian states is a multi-state agreement executed in New Delhi on December 19, 1975, following a bilateral agreement with Karnataka in September 1975. However, a national water policy was adopted September 9, 1987, at a meeting, chaired by the Prime Minister, of the concerned Central Ministries, the Chief Ministers of States, and the Heads of Union Territories,who are members of the Water Resources Council i/. While the implications of this new 1/ The City of Hyderabad is in the catchment area of a second major river, the Krishna, draining south-east India. The Krishna catchment includes parts of the states of Maharashtra, Karnataka and Andhra Pradesh. A Krishna tributary, the Musi River, flows through Hyderabad. The Musi is joined by the Esi upstream from Hyderabad. The Musi and the Esi are respectively impounded by the Osmansagar Dam (commissioned 1922) and the Himayatsagar Dam (commissioned 1927), which are the other principal water supply sources for Hyderabad. 2/ The Tamil word "Anicut" is widely used in AP. It denotes a weir, say one to two meters in height, often having removable stop log control gates. Another Tamil word, "Ayacut", denotes a command area. 3/ The policy aims are: (i) pre-empting of inter-state disputes, (ii) rationalization of surface and groundwater use rates with due regard to the interest of small and marginal farmers, (iii) recognition of the drainage basin as the basic unit for planning, (iv) development of river waters, (v) inter-basin transfers of water, and (vi) setting up of a national information system to integrate the work of the central and state agencies. -139- APEEX 12 Page 2 of 10 policy for Andhra Pradesh and the Godavari allocationsare not yet known, the AP IrrigationDepartment expects they may be at least somewhat favorable. 4. The Manjira River joins the Godavari above the Sriramsagar project. However, the Manjira is not consideredto have any dependableyield below its Nizamsagar Dam after account is taken of the allotmentsmade to Maharashtraand Karnataka in the upper reaches, and after meeting the needs of Hyderabad'swater supply and of existing irrigationprojects in Andhra Pradesh. 1/ Thus, the Manjira can be considered in isolation. 5. The length of the Manjira is some 624 km from its junction with the Godavari to its source. Until the constructionof the Singur Dam, the only storage reservoir on the Manjira proper was the NizamsagAr Dam, constructedin the period 1923-30, and located about 71 km upstream of the Godavari junction. There is an additionalsmall reservoir - the Pocharam - on the Alair tributary,which jo4.nsthe Manjira upstream of Nizamsagar. The PocharamDam provides a part of the supply for the Mahboobnagarirrigation system. 6. Also upstream of Nizamsagarand below Ghanpur there is a small anicut and channel constructedin 1904; the channelwas improved in 1915 and is called the Fatehnahar. Together, the Mahboobnagarand Fatehnaharsystems consume about 3 per cent of the waters of the Manjira. 2.1 7. About 81 km upstream of Nizamsagar is the Maniira Barrage completed in 1966. This was coistructedspecifically for Hyderabad'swater supply; the transmissionand treatmentworks have been developedin two phases. Phase I was planned for a yield of 82 Mld (million liters per day) and Phase II for a yield of 164 Mld j/, for a total of 246 Mld. 8. The site of the Singur Dam is a further 26 km upstream of the Manjira Barrage. .1/ Ref. (9) at p. 43 para 3. The referencesare listed commencingpage 8. 2J Ref. (10) at p. 229. ._. Ref. (7) Vol. I at p. 20: In India, in water supply practice, the usual flow units are Mld and MO) [million (Imperial)gallons per day]. However, in water resource managementpractice and in irrigationwork, the usual units are TMC [thousandmillion cubic feet (per year)] and MCM (millioncubic meters (per year)]. The followingtable shows the relatienships: MCM/Yr MGD TMC/Yr 1.0000 0.3650 0.2200 0.0129 2.7397 1.0000 0.6027 0.0353 4.5455 1.6591 1.0000 0.0586 77.5803 28.3168 17.0653 1.0000 -140- Page 3 of 10 9. The table below au marizes the river run distance and catchment area data for the various structures. Distance to Source between Catchment Co oleted 11k) k 2) 1989 (planned) Singur Dan 440 16,097 26 1966 N&njira bsrrage 466 16,770 81 1931 Niza Jagar 547 21,694 71 Junction-Godavari 624 The 21,694 jo2 catchu.nt at Nizamsagar is divided between the Maharashtra (10,484 ko2, or 48%), Karnataka (3,688 km2, or 17%) and Andhra Pradesh 7,521 ko2, or 35%). 10. The catchment is fed mainly by the June through September south- west monsoon. The north-east monsoon has very little influence. Accordingly, the available water resources in any year are largely known at the end of each wet season, - say the end of September. However, proper reservoir operation is complicated by the historic, and therefore prospective future occurrence, of two and even three successive drought years. The SinIzurDao 11. The primary purpose of the Singur dam is the provision of 62.5 MGD (284 Mld) of water for Hyderabad. Secondary benefits identified are: (i) regulated releases in the river for downstream irrigation systems (including the Nizamsagar project), (ii) arresting the silt flowing to the Nizamsagar reservoir, and (iii) the generation of electric power (30 MW by three units of 10 MW each). Power generation is planned during the monsoon season only by water that would in any event be released. 12. Since the construction of the dam commenced in 1976, GOAP has additionally approved the release of 2 TMC (or 56.6 MCM) for the nearby khariff 1/ irrigation of some 40,000 acres (about 16,200 ha). 13. The dao impounds a catchment of 16,097 ko2, of which 10,476 kM2 or 65%, is in Maharashtra; 4,014 1c2 is in Karnataka; and 1,607 kW2is in Andhra Pradesh. 14. Horizontally, from left to right, the dam comprises 3,993 m of earth dam, 81 m of the non-overflow portion of the masonry dam for power plant, 327 m of masonry spillway 2/, and 3,120 m of earth dam. 1,/ Khariff crops are those grown in the June-to-Septembermonsoon season. 2/ This includes 17 radial gates measuring 15 m x 13 m high. The spillway design flood is 780,000 cusecs, or 20,100 m3/s, derived by transposition of the maximum regional record flood [Ref. (10) pp. 28-31]. Ref. (11) p. 7 and App. X using Gumbel's frequency analysis estimate a flood of 619,000 cusecs has a return period of 1,000 years. -141- ANNME12 Page 4 of 10 15. Vertically, the following are the key elevations in meters: Top of Das 527.35 a Full Reservoir Level (FRL) - Max Water Level 523.60 a Minimum Drawdown Level (MDDL) 517.80 . Spillway Crest 510.60 a Lowcst Bed Level 500.00 a Lowest Foundation Level 493.86 a Thus, the height of the dam above bed level is 27.35 a, or about 90 feet. 16. The storage volume and reservoir areas at the outset are as follows: Storage Area I ~~~~~~~~Elev'n(m) MCM TMC Wl FRL 523.6 846.71 29.90 165.40 MDDL 517.8 251.18 8.87 65.42 Live Storage 595.53 21.03 Ref. (11) estimates the live storage after 50 years will decline to 455.6 MCM (16 TMC) as a result of siltation, and Ref. (10) estimates it will decline to 309 MCM (10.92 TMC) after 100 years. A table from these sources is on page 10. The Maniira Barrase 17 Some 26 km downstream of the Singur Dam is the Manjira Barrage (para 7), having a gross upstream catchment of 16,770 kM2, or only 673 km2 more than the Singur Dam. Its sole purpose is water supply for Hyderabad under the Manjira Phase I and Phase II schemes (see para 7). 18. The following are the key elevations in meters together with storage volumes at certain elevations in both MCM and TMC: Elevation Storage Volume (a) SCM Maximum Water Level 506.27 503.45 42.48 1.50 501.93 19.82 0.70 Broad-Crested Weir Gates 501.23 0.74 0.03 Spillway 495.60 Scour Vents 493.77 Deepest River Bed Level 486.16 Thus, the maximum water depth behind the structure is 20.11 m, or about 66 ft. 19. It will be noted that the storage volumes are very small when compared to those available behind the Singur Dam. -142- ANNEX 12 Page 5 of 10 The Nizamsagar DaM 20. The NizamsagarDam was constructedin the period 1923-31 for irrigationpurposes. At the time of its planning and design, a further reservoirat Devanoor,some 135 km upstream,was anticipated. However, this project at Devanoor did not materialize,and one consequencehas been much more heavy siltationof the reservoirat Nizamsagar than anticipatedat the outset. 21. Catchmentarea informationis in para 9 abo-ve. The mean annual precipitationover the total catchmentof 21,694 kM2, from the records of eight rain gauge stations,is 810 mm. 22. The followingis key data on the Nizamsagar Dam; the storage volume and reservoirarea informationis 'or the dam as originally constructed: Reservoir Elev'n StorageVolume Area (m) MCM TMC km2 Top of Dam 430.38 Maximum Water Level 428.24 841 29.71 146.36 (Flood Storage) (201) (7.01) Full Reservoir Level 426.87 129.05 Storage at 419.40 116 4.10 Sill of Head Sluices 415.75 Scouring Sluices 411.48 Lowest Bed Level 395.73 Thus, the dam height in 34.65 m, or about 116 feet. 23. Of the original gross storage of 841 MCM (29.71 TMC), 725 MCM was consideredto be live storage. By 1975, it was estimated this had been reduced to slightly less than halZ as follows: Storaze in MCM Storage in TMC Live Dead TOTAL Live Dead TOTAL 1930 724.87 116.31 841.18 25.60 4.11 29.71 1975 357.46 6.24 363.70 12.62 0.22 12.84 24. The spillway design flood at Nizamsagar is 560,000 cfs, or 15,860 m3/s. This is somewhat lower that the spillway design flood for the Singur Dam upstream.1/ It is possible that this may be accounted for by the flood storage volume availableat Nizamsagar. 1/ See footnote!/ on page 3 above. -143- ANNEX 12 Page 6 of 10 Drinking Water Yields 25. The computationsin Ref. (10) give the basis of the drinking water availabilityestimates which were prepared at the time of planning and design of the Singur Dam. They are somewhat complex. The followingis a brief outline of the methodology. Raipally is the location of a gauging station on the Manjira, slightly upstream of the site of the Singur Dam. Ghanpur and Nizamsagar (paras 5, 6 and 20) are the sites of other gauging stations. 26. Gauge records from the Raipally site are availablefor the 12-year period 1965/66 to 1976/77 only. Gauge records from Ghanpur were used for the 14-yearperiod from 1951/52 to 1964/65 and from Nizamsagarfor the 12-year period 1939/40 to 1950/51. The total period of record at the time was 38 years. 27. Estimatesof the gross yield at each of Raipally,Ghanpur and Nizamsagarwere first made for the period of common record by adding estimates of the upstream utilizationof the gauged flows. These gross yields from Ghanpur and Nizamsagarwere then linked for the common period of record using regressionanalysis. These regressionformulas were then used to synthesize gross yields at Raipally for the full 38-year period of record. Finally, the gross inflowsat Singur were estimatedby a simple ratio adjustment for the slightly larger catchmentarea at Singur. 28. These gross yields at Singur are then used as a surrogatefor the future. To compute the annual net inflows, deductionsare made from the gross figures for the future upstream utilization. These deductionsare made for both existing and future agreed interceptedcatchment areas in Maharashtraand Karnataka, and subject to the agreed limits. Likewise,deduction is also made for utilizationfrom the free catchmentarea in the three states of Maharashtra,Karnataka, and Andhra Pradesh; these are also subject to inter- state agreement limits in the case of Maharashtra. (See footnote!/, page 7.) 29. On this basis, net annual future inflows for a 38-year period are synthesized. These net annual inflows are then distributedmonthly according to the monthly year-by-yeardistribution patterns of record from Nizamsagar for the period 1939/40 to 1964/65and for Raipally for the period 1965/66 to 1976/77. 30. Finally, these net monthly inflows are used to compute the changes in reservoir level and/or the volumes of water spilt as surplus, after -144- ANNEX 12 Page 7 of 10 allocationsare made for the Hyderabadvater supply demand 1/, for downstreau irrigationdemands 2/ and allowancesestimated for evaporationlosses. 31. The results of these calculationsindicated that, for the 38-year period, the full water sunply demandsand irrigationdemands Ire met during each of 36 years and that there are surplusdischarges for the benefit of the Nizamsagar irrigationsystems in 34 of them. Thus, these calculations provided Drime facie evidence of a satisfactorylevel of reliabilityof the probosed drinking water supply. Moreover, these calculationswere based on two very conservativeassumptions: (i) that 100 years of siltationhas taken place (para 16 - the details are on page 10); and (ii) that all future upstream catchment interceptionworks are fully implemented. However, many of these, accounting for about two-thirdsof the future interceptedflows, are planned for the future y/. However, they did not take account of the subsequentlyplanned 2.0 TMC irrigationutilization (para 12) nor the evaporationlosses from the Singur Barrage downstream. The calculationsin Ref. (11) are marginally different,but the text and supportingcalculations indicate that without Singur, Nizamsagar is able to meet its full demands in only 2 out of the 38 years, but with Singur - these demands are met in 18 of the 38 years. i/ The water supply demands used are 4.00 TMC (310 Mld) for the Manjira Phase III scheme to be supplied from Singur and 2.96 TMC (230 Mld) for the Manjira Phase I and II schemes supplies from the Manjira Barrage. These figures are slightly at variance with the HMWWwater supply planning and design figures (see paras 7 and 11), but the total of 540 Mld is slightly higher than the HMWW total of 530 Mld. 2.1 The downstream irrigationdemands used (apart from Nizamsagar)are 2.70 TMC (76.5 MCM) for Mahboobnagar(para 5) and 1.36 TMC (38.5 MCM) for Fatehnahar (para 6). The intent is that Nizamsagar receive any and all availableexcess. iJ/ The followingsummarizes the upstream utilizationfrom catchment interceptionsused in the calculations: URStream InterceptedCatchment Utilization - TMC/Yr Under Construction Proosed Maharashtra 34.75 1.90 32.85 Karnataka 17L00 15.10 120 TOTAL 51 75 17.00 34.75 The distributionof the gross catchmentareas by State is as follows: Future CatchmentAreas in km2 TOTAL Maharashtra Karnataka Andhra Pradesh Intercepted 7,418 5,149 2,269 Nil Free 8 679 5 327 1 745 1 607 TOTAL 16 097 10 476 4 dl4 1 607 -145- ANNEX 12 Page 8 of 10 32. An assessmentof the drinkingwater yield reliabilitywas included in the terms of referenceof the Singur Dan Review Panel (DRP - Annex 6). In response to Bank reco-mendationsand DRP requests,GOAP's Irrigation Department first updated the Singur net inflow estimates [Ref (13)] taking account of: (i) flow gauging records for the period 1977-78 to 1986-87;and (ii) revised estimatesof the effects of upstream flow allocations. These revised inflow estimatesover the 36 year flow series from 1951-52 averaged 57 TMC per year compared to the earlier estimatesof 81 TMC. 33. This informationhas been assessedby the DRP which, in the minutes of its May 30 to June 3, 1989, expressesthe opinion that providing the dam in ooerated with a carry-overstorage of 2 TMC, the planned water supply would be available in 33 out of the 36 years in the revised yield series; this is a reliabilityof 92% which can be considered satisfactory. The need for carry-overstorage arises from the occurrence in the yield series, of a number of events of consecutiveyears having less than normal inflow. 34. The Bank has requestedfor review the data and analysis leading to this DRP opinion. The Bank has also requested for review Reservoir Operating Guidelineswhich are required to be prepared jointly by the Irrigation Departmentand by the Chief Engineer of HMWSSB, according to GOAP's Government Order (GO) No 190 MA of April 12, 1989. These are necessaryto give practical effect to GOAP's stated policy which accords the first priority in the allocationof the water resourcesavailable from the Singur Dam to the p_ 1'- water supply for Hyderabad. The need for these rules has been emphasizedalso by the DRP. 35. The DRP has additionallydrawn attention to the need for ". emergencyoperation guidelines, keeping in view the available facilitiesfor reservoirdepletion ... ", which arises from the dam safety purview of the DRP. ANNEX12 REFERENCES (1) FeasibilityReport on Augmentation of Water Supply to Hyderabad Urban Area from Manjira Water Supply Scheme Phase III (SingurProject); HMWW, December 1985. (2) FeasibilityReport on Augmentationof Water Supply to HyderabadUrban Area from Manjira Wacer Supply Scheme Phase III (SingurProject); HMWW, September1986. (3) GOAP Informationfurnished to IDA Mission to HyderabadMay 30-June 6, 1987, on Manjira Water SuDRly Scheme Phase III (Singur Project). (4) Notes on Works of Singur Project presented to the World Bank Team on June 2, 1987 (the Singur Dam). (5) Salient Features of Manjira Water Supply Scheme - Phase I and II; May 1987 .146- ANNEX 12 Page 9 of 10 (6) Hyderabad Water Supply - Manjira Phase III Stage 2 - Volume I - "PresentationMaterial", and Volume II 'Exhibits";by TATA Consulting Engineers,Bombay, September26, 1987. (7) Project PreparationReport (Draft Final) for Water Supply - Volumes I and II; TATA for UNDP/WB, December 1987. (8) Yields from Sources - Summary of ObservationsMade on the Hydrologic Data (Himayatsagar,Osmansagar, Singur); TATA, September1987. (9) Report of the Expert Committeeon Augmentationof Drinking Water Supply to Twin Cities of Hyderabad and Secunderabadfrom Krishna/Godavari River; May 1987. (10) Singur Project - Water AvailabilityStudies; GOAP Irrigationand Command Area DevelopmentDepartment; Undated. (11) Replies to comments of the CentralWater Commission (CWC) as communicatedin their Letter No. 6/88-TE, dated September 24/25, 1988, on the Singur Project; GOAP Irrigationand Power Department,April 1981. (12) Bank letter to GOAP of May 11, 1988 with note giving Bank staff observationsof (10). (13) GOAP-DHMAUD'Data on Hydrologyof Manjira River at Singur Dam"; undated, under cover of GOAP letter dated April 15, 1989. (14) Minutes of Singur Dam Review Panel'sThird (January 16-19, 1989) and Fourth (May 30-June 3, 1989) meetings. -147- AME 12 Page 10 of 10 14DIAA P: POS NYDTASM IWTU SUPLY AM SUNITATIONpROJECT TME SIJE OMAs Df "T - ARECAPACITY ELATICOSUIP (i) ro silt; (1i) 50 yVro slt; (Mi) 100 yea silt Sourcos: (1) Nyda.ad Water S.W4y md SanitationProject; Draft Final Project Pr ation Peport for Water Supply; vol 11 p34: TATA Contulting Engir1, Deseber, In CIi) Replies to Coemmntsof CMC in lftter No 6/8B-TI dated 24/24 Septbe r, 1960; p31 00AP Irrigotfon*nd Power Department,Apr11 1961 (fii) S1nwr Project ater AveilabilityStud1es; p235; 0OP Irrigationand Comn id Area Dweocp mnt Departnt; Undated. Note: Nuch of this project'sdocu mntation is given In a mixture of imperial wnd mtric units. Th40 reservoirstorag vtolue are often given In TNC (ThouswndMillion Cubic Feet). For corwenience both are given below 1 TNC * 28.317 NO (millioncubic metrs). h O S I L T 5O Y E A 4 S S I L T 100 Y E A R S S I L T Etev'n Ares Capaity Capaity Area Capaity Capaity AreaCapacity Capacity Cm) kmv NCN ThC kmZ MC TMc b Z I TNC , _~~~~UU *_U *--- *_Uu * _ *-.. 3 *----. u.a---.... TOP OF DA 527.35 525.00 203.00 1104.57 39.01 524.50 189.90 1006.34 35.54 524.00 175.90 914.89 32.31 175.90 615.61 21.74 523.90 173.00 897.45 31.69 523.80 170.40 880.28 31.09 523.70 168.00 863.36 30.49 523.65 166.50 854.99 30.19 523.64 166.30 853.33 30.13 523.63 165.20 851.67 30.08 523.62 165.90 850.02 30.02 523.61 165.60 848.36 29.96 FRL 523.60 165.40 846.71 29.90 165.40 552.22 19.50 165.40 309.07 10.91 523.50 162.80 830.30 29.32 146.74 536.34 18.94 128.30 293.81 10.38 523.00 150;02 752.09 26.56 127.80 467.69 16.52 102.24 236.20 8.34 522.50 132.70 681.41 24.06 108.42 408.68 14.43 80.51 190.56 6.73 522.00 116.50 619.11 21.86 91.47 348.81 12.32 62.13 154.97 5.47 521.50 101.30 564.66 19.94 75.50 317.18 11.20 45.85 127.99 4.52 521.00 97.25 515.02 18.19 71.26 280.50 9.91 41.40 106.19 3.75 520.S0 92.64 467.55 16.51 66.69 246.71 8.71 36.86 87.52 3.09 520.00 88.10 422.37 14.92 62.34 213.76 7.55 32.73 69.23 2.44 519.50 85.71 378.41 13.36 60.26 183.60 6.48 31.02 53.79 1.90 519.00 79.44 337.63 11.92 54.41 155.44 5.49 25.6 40.14 1.42 518.50 73.41 299.41 10.57 48.86 129.63 4.58 20.66 28.57 1.01 518.00 67.64 264.15 9.33 43.65 104.85 3.70 16.08 17.73 0.63 MDOL(Int) 517.80 64.31 251.18 8.87 41.67 96.62 3.41 14.38 14.95 0.53 517.50 62.09 231.72 8.18 38.71 84.27 2.98 11.83 10.77 0.38 517.00 56.77 202.00 7.13 34.04 66.19 2.34 7.90 5.94 0.21 516.50 50.60 175.16 6.19 28.55 41.16 1.45 3.21 3.69 0.13 516.00 44.81 151.31 5.34 23.47 37.48 1.32 515.50 39.33 130.27 4.60 18.74 26.93 0.95 515.00 34.28 111.87 3.95 14.45 18.63 0.66 514.50 30.35 95.71 3.38 11.30 12.21 0.43 514.00 26.66 81.46 2.88 8.41 7.30 0.26 513.50 23.18 69.00 2.44 5.73 3.77 0.13 513.00 20.00 58.21 2.06 3.39 1.49 0.05 512.50 17.24 48.90 1.73 1.74 0.93 0.03 512.00 14.72 40.91 1.44 - - - 511.50 12.38 3.4.13 1.21 511.00 10.26 28.47 1.01 SPWAYCRST 510.60 510.50 8.48 23.79 0.84 510.00 6.87 19.95 0.70 - - - 509.50 5.43 16.87 0.60 509.00 4.82 14.31 0.51 BED LEVEL 500.17 0.00 0.00 0.00 Live Storae" 595.53 21.03 455.6 16.09 294.12 10.38 MDOL Minisui DrawdoainLevel (Int) Interpolated Values FRL Full ReservoirLel iwhich is 23.43m (or 76.87ft) above bed level. -148- ANNEX 13 Page 1 of 2 HYDERABADWATER SUPPLY AND SANITATIONPROJECT Local ProcurementProcedures 1. As of June 30, 1987, GOAP has constituteda state-level Commissionerateof Tenders under the administrativedirection of the Chief Secretary. This is a full-timebody which finalizesall tenders and contract awards above Rs 30 lakhs (about US$ 230,000). Contractsbelow this threshold are managed by the individualdepartments. HMWW believes that this arrangementwill expedite procurementdecisions. The HMWW has agreed to establish liaisonwith this Commissioneratewith a view to reaching a decision on the specific procurementmatters related to this project which will require its approval. 2. Local competitivebidding procedureshave been reviewed and are acceptable subject to the following. These matters will be addressed in drafting the model documentsfor use in this project. (a) Although mandatory registrationof bidders prior to awards would be acceptable,no restrictionshould be imposed on bidding by interestedand qualifiedcontractors, as provided in 2(f) below. As appropriate,the inclusionof post-qualificationcriteria - in the absence of pre-qualification- will permit an adequate assessmentof bidder's capabilitiesto perform the contract as prescribed in the document. (b) Tenders will be invitedby advertisementin the press. To generate competition,advertisements should be in newspapers of wide and general circulationin the major cities of India. An adequate bidding time, normally not less than forty-fivedays, should be allowed. (c) If a "two-envelope'system (one technicaland one price) is used, then there should be a "two-step"bid-opening procedure, by which the technicalenvelopes of all bidders are opened in the first step and, after a review, the price envelopesof only qualified and responsivebidders are opened in the second step. (d) Bid security (EMD) amounts, calculatedat a pre-determinedrate, should be shown as a fixed amount and not as a percentage in the bidding document and be valid for thirty days longer than the bid validity. -149- AMEX Page 2 of 2 (e) There will be no preferencefor domestic bidders, if foreign firms should participatein local competitivebiding, nor will there be any preferencegiven to any class of bidder, such as Central or State undertakings,sma.lI-scale industries, local labor societies, unemployed engineers,scheduled caste or tribes, etc. on IDA- financed procurement. This "no preference"would includeprice, product, bidding terus and conditions,waivers such as EHD or performancesecurity, etc. (f) Procurementthrough 'Rate Contracts'of the DirectorateGeneral of Supplies and Disposal (DGS&D) is not acceptableas a substitute for local competitivebidding. - 150 - INDIA ANNEX 14 Page 1 of 4 HYDERABADWATER SUPPLY AND SEWERAGE PROJECT OperationialAction Pa Pur2ose and ScoDe 1. The purpose of OperationalAction Plans (OAPs) is to assist the agencies in Andhra Pradesh having project implementationresponsibilities with the managementof the project and to assist all concernedwith the project, includingthe Bank, with activity and progress monitoring. 2. The OAP presentedhere covers the first two-year period following the Bank's appraisalof the project in March 1988. However, this plan contains provisions for: (i) the preparationand submission to the Bank for review by March 31, 1990 and at annual intervalsthereafter, of a revised and updated OAP covering the subsequent two-yearperiod; and (ii) commencing December 31, 1990, and at quarterly intervalsthereafter, the preparationand submissionto the Bank for review, of project progress reports. Notes to This ORerationalAction Plan 3. OAP Item 12 : ProcurementDocuments. The standard,or model, bid documents for each of (i) InternationalCompetitive Bidding (ICB) - Goods, (ii) Local CompetitiveBidding (LCB) - Goods and (iii) LCB - Works would each include : (a) Invitationto Bid (b) Instructionto Bidders (c) General Conditionsof Contract (d) Form of Bid Security (e) Form of PerformanceSecurity (f) Form of Agreement 4. OAP Item 21 : ProcurementDocuments. Given the sets of standard documentsas described in para 3 above, the additionalrequirements for a particular tender invitationand contractwould be (i) filling out certain contract-specificdetails in some of the documents (a) to (f) above - and (ii) providing : (g) Special Conditionsof Contract (h) Technical Specifications (i) Schedulesof SupplementaryInformation to be provided by Bidders (j) Drawings (k) Form of Tender (1) Tender Advertisement _ 151 - ANNEX 14 Page 2 OF 4 DIAWAT DPLYW-AIOhi UhI4ZTTIW4POJT _ Y ur& r-Oct-89 ~~~~~~~~~~~~...... ------..---.-..--...... IYIATWDJ. ACTIONKM4 ON RERfeCE ------_ r vf OR ii. rn*sc C* AIu TAFON ACTUAL WHO RsEARS (A) ACT1 N 9 AT iWO. s", 1_,SL DiCLWDG 01101_ 1D OTIAT20 *1sRe. e lemeat iProvide to t he ees of the iwtltutlen. the ters of Sebt 21, OA Before Negotiations mad reference, ad the iualificatina and emperilece of the key peregael 198 C5WLETED Rehk"i I Itati n&;mdt or u oswlst d tI h owsino ARAwtion Plan for the SIngree Wm Reeervor. eptm&le to the lank. 2 R*mttlmt Provide o th Bank a Plea.acceptble to the Buankfor the Fe Ju 15. COAP Before Negotiatons. mad Resettlementad Rehebil ltetln of theme peopleof#66"d by the 1 1 See Anne. 7 for RhbbitxXtoti on Siaur Ome ma eAerveir. important details of Plan sgreed with the Benk. COMPLETED. 3 Des Safety Provide to the SDnk pragoela concerning (i) the names of moemero of Sept 6 COAP COWftLETED DRP to and the One Review Penel (DRP); (ii) the de1e of the for_el appointsmnt 1988 be maintained. Yield of the W; end (i i i) the satimeted dat of the ORP'a rort. 4 Doe Yield Complete tho hydrology end flow regime modelling for the Menjirm basin Jan 15 COAP Resers oir operatno t:rov de the rmu to, including uidelines for rervoir operation, 1a end rule no. a to th Bank for review. Hi8 condition of Boord. S Des Sefety Provide * cogy of the OM's reporte to the Monk. Foe 2p CA 8 fort Naotiatiot and l969 Repor let Yield thru' 4th meetings rec'd by Bank. 6 Organization K(es the Dunk informed concerning tlens end program for the form_l Periodic- DHMAUD Legisletion requires constitution of the propoeed yolerabad WInter Supply and S-eare ally enotifieation' for Bard. (Legimletion rec.ived the moont of the President of Indim effectiveness. June 20, 18 9.) This is a cond tio Of Board. 7 Orgarization Provide to the Omnk e copy of the logieletion form lly constituting When DHMAUD Copy of Bil HgS88 upon approval. Available received. 8 Org:nization Review organizational arrongaments under the Manager of Finance (MoF) May 30 HPWd/ and Staff in lg t/44a; select end eppoins *taff. 199 HiOxSSB 9 Organization Complete the organization and staffing of the HW/HM1SS8'* Project May 30 HR*v/ and Staff Cell. 1990 4H5ssi 10 Staff Advise the anek concerning the qualif ictions end eerienca of the Aug 23 H Before Negotiations Manager of Finence (Director of Financ end Accounta) nd the time 1988 CO1PLETED when the appointee ectually assums thi- position. 11 Project Complete and submit the Final Project Prupnertion Reports reflecting the June 30 HH4 COMPLETED Preparation Dunk comente on the drafts provided by th mpprai nsl mission. 988 Consult ants 12 Procurement Appoint consultante to assist with the preparation of model bid Sept a lF CCAPLETED documents for use throughout the oroject, end prequalification end 1988 (See OAP par 3 bid documents for critical priority contracts which are the eater on page 1) treatment plant and the pumps and motors for installation at Peddepur. This technical work shall also include a review of the air vassal surge tank design. 13 Procurement Review the BDnk's letter to low of January 27, 1988. on procuremnt; Sept 15 HF4W ASSLUHED COMPLETED share contents with consultants on eppointoent. 1988 14 Procurement Establish and maintain Iiasion with OAP's Comiasionerate of Tenders. April H In Proceas 1988 15 Procurement Reaond to the Bank co_ents on the documents prepared and furnished Dec 31 HlW Before Negotiations to the Dunk under OAP Item 12 and obtain the Dunk's approval. 1989 Docunonts cFeoined. Substantial Bank commientp,onided. 16 Finance Secure the Bank's concurrence with a COAP propoexl for a payment Sept 30 DHMALOD Before Negotiations plan for arrears of stsndpoat charge due I4H from M1CH. 1988 HI COMPLETED 17 Finance Institute en annual revioe of H} finance. in the context of a medium Comeenc COAP Not yet due. term projection of exapnditures. June HHILiSS 1990 (6) PROJECT IMLET TATION 18 Land Issue draft notification for ill land acquisition requirod for Memr 31 "*We8 Acquisition complete implementation of the Project Components I thru' 4 including: 1990 Eatimte*J Area (he) Component 1: Land for staff quarters along tronesission maine 17.57 Component 2: Land for Water Pumping Stations at Hussainsagar 0.15 at Bojagutta 1.00 at Jubilee Reservoir 0.80 Component 3: Land for Sewage Puxxing Station at Moaabegh 0.25 19 Land Complete 1ll Land Acquisition required for implementation of Project See COAP Land acqwisition Acquisition Component 6 - Resttlemnt end Rehabilitation. Remrke for new village settlements - 152 - ANNEX 14 Page 3 of 4 S3OSA Hfi~mAmAV'.f USDPY NC SANITATIN ~J=T ti-Oct-S OIATWONALAION PLAN ______REFPReBCE Z TUP4L ATiMON TAET ACrUL. Bi WHO RE4AfKS SteewegeM meDeleP a dti led Aetian Plan fw the prpearetion of Dec 31lWSE Pr,smllflaatleaasi guants and Applei_cAi lwiltetAen Advertisemente I" f=l e1 tarat fer Uhid, it is prepemedto invite praulfltln am liete, before Ibret SI. 1991 21 Preevre. Develop a de;iled Action Pima for the reiv an fdai"i enof Doc 81 the paiade, of the Bid beumtea. a" ineladed in OAF Item 12. *e l95 rqired for all eantr.c in Project C.epenet 1. the Jiro Phsa 1II. Stage 1 Xeete (am tAP pore 4. page 1). 22 Procuresen Implement the Action Pla1 developed uadr UP ItemS 20 and 21. See i 4VSM Target Data to be Pemrkg detoreined under OAP Iteaa 20 and 21. 2UD Safety Prepare an Action Piln far the coaplet;enof all *1inegtioseft, Dec 31 OAP test, tudi es aN rporte reomeanded by the W. 1959 24 DomScfety Devslop fire doeription of phyeical meu_ree recomded by the 0- may Sl COAP to eesre the aefety of tho Singur d- prer s-timte- 1990 final deeon end impleeentstion lchedueand rocurent plan. 2S Peoettleesnt Couplete final deeigne nod bid document. for infraetructure Nor 31 COAP and oea.truction. Prepare detailed implemntation schedules and 1990 Collactor Rehablitationprocurement plan. Kedak. 26 Rseettlement Prepare detelled plan for irrigation boravelI eeetruction program Jun 30 CoAP and based on egging greudvater aurvays end ae.eeeeanwteof 1990 Col actor Rethabil tation iriaation water deeand. Kedak 27 Resettl-e_nt Prepare deti led plan for the employment and self-eploy_ont training Jun 30 oAP and fch-eea for th. reh ablitation of foreer ersinal and emIl farmers 1990 Collector Rehabilitation affected by the Singerdon reeerveir. Medak. Technical The following era the steps involved in the recruitment of Conaultente Assistanea for the provision of the Technical Assistance included in the Projct. (i Final ize Tere of Reference (Outl ine ToJ In Anvac 8) (ii Prepare Propoeel Ifvitation Docunta inluding Draft Contract.; (iii Prepre ehort-liita of euitably-quslified conautenta; (i Furnish (i). (ii) and (iii) to the Bonk for approval; (v Invi;tePrepoeele free short-listed Consultants; (vi Receive Propal invited in (v); (Vii Evaluat Prooeie receined under (.i); (vi i Select counterpart staff to work With cort."ltente; (ti) Negotiate draft eontrect uith coneultent *elected under (vi;); (! FPurnih tevluation and draft contracts to Bank for appoal; (w1 Sign Contract upon receipt of llnk approal. Steps (iv), (vi) and (ai) are echeduled below. Month WATORSUPLY End 2a 7.21 Surveys and Infr,ot. Mapping Steps. V) Dre't to lank Jun 90 HMSS8 v i R ec P ops l- Au 90 si. Sip" Contraect SeP 90 29 7.22 Uncecounted-for Vetot Mensat Studiee Steps (iv) Docta to lank Jun 90 HKSSt vi Rec. P oposele Aug 90 (xi Sign Contract Sep 90 30 7.28 Detailed Distr;ibn Anal, and Deeign Steps Civ Docetto Bank Jun 90 HiWdS Project Component 2 (i) ReC. Propeeele Aug 90 xi Sign Concract Sep 90 31 7.24 Sy-t_ Operation and 04intanenca Steps iv Docuwnta to Bank Ner 91 H4dSS8 (Wter and Seowrage) ;v; Rec. Proposals may91 (ai Sign Contract Jun 91 SBElACtE AND SANITATION 32 7.T2 Industrial Waste Menaet Studies DLEiTD Sever Uae Raglatione 33 7.2 Sener Condition Asesmeent Studie: Steps iva Documenta to lank Jun 900IMWSS8 'i Receive Propoa l- Aug 90 (ci Sign Contract Se 90 34 7.84 Detailed Deein Step- iv Documents to lank Jun 90 HMWSSS Project Ce_onent 8 i) Receive Propoe l Aug 90 Sci) Sign Contract Sep 90 aS 7.41 Lim Coat Sanitation Studieso DELED Proj ct Component 4 RESETTLUENT AND RESAIL1TATION EVALAATION 38 7.61 Appo nt independent social (iB) Doeant to lank Doe 89 COAP science rsearch instit'n. (vi R-ceive Propoeele Fab 90 COAP (i Sign Contract Mer 90 CO*. - 153 - ANNEX 14 Page 4 of 4 ltOI : 8 WATT S MDSkMITATIN PMOJWT 6-Oct-09 OPEtATICNL ACTION ------ He TOPIC ACrION TANOT ACTWUA eV REwiB4CE (3) P-IJwy WVLBTATION (CONT 'D) ------FDN*4CIAL I0 _OST S1TUOI5 S7 7.9 1 Acsount'g ;ni Hence' tni f'tn Syt Sts Ooc'De to Sent Her 90a I9 V lec. Proposals Hy O i Sign Contract Jun a90 SS 7.2 Project Planning and Central Syst. Ste iv Documnts to Sen Her 90 HWSS Vi Roceiv Proposel May 0 ai) Sing Contract Jun O0 39 7.93 Water Billing and Collection Syste. Steps iv Doce to St Ner 90 H4SS vi Receive Propoel may 90 xai Sign Contrect Jun 90 40 7.94 Heterials Henaegt end Stores Inventory Stop. Civ) Dec'. to Sln Jun 90 I4d :vi Rec. Propoeel Au i Sign Contract Sep 90 (C) P eO4O.ETRAININO Honth ______End Trsining Engage Consultant, to conduct studies end prepere recoeme_ndtione 41 7.71 Pereonnal Training Studies DEETED Complete Preoaration of a Training Plan Sep 90 COAP/R*MS8 42 Review Report on Training Studies In consultation with th. Benk. Her 91 F1SB preoar and formally adopt en NOW Personnel Training Plan and BAM6 related policies. 43 lepl ent agreed H1WSS8 Traiming Plan. Continuous 151ssB (D) FINAwCE AND AuDiT 44 Adit; See Covenants. Fab 90 COAP and AND annu I ly Pf455 threfter 45 Standpost Implement the plan for the payaent of ICH arreere due HW9 for Contin- OCAP See OAP Item 16 Charge stsndpost charges. uoue Ar rea r (E) PROCRESS REPORTINC 46 Progres Commencing Merch 31. 1990 and at quarterly intervals Coemence HSSB Reporting thereafter furnish proeptly to the Sant project progree and Her S1, CAP etetue reports, having a for-at ana content to be developed and in consultation *ith the Bant. quarterly intera Ia thereafter 47 Operational Furnish to the Bant, commencing Horch 31, 1990, and at annual Promptly 149i5 Action Pian intervals thereafter, an updated Operational Action Plan for the after COAP Updating project covering the subsequent two-year period. Her 31, 90 end annual int rva ls thereafter -154- ANNEX 15 INDIA HYDERABADWATER SUPPLY AND SEWERAGEPROJECT MCH ProDerty Tax Structure 1. Property tax is levied on all the lands and buildings within the limits of MCH under Section 199 of the Hyderabad Municipal Corporation of Hyderabad (MCH) Act, 1955. The property tax is the aggregateof: (i) General Tax, (ii) ConservancyTax, (iii) Drainage Tax and (iv) Light Tax. 2. It is charged as a percentage of the assessed "Annual Rateable Value", which is notionally the annual rental value of the property. 3. The tax structure for residentialproperties has not been revised since 1974 since the maximum rate (of 30%) admissible under the MCH Act has already been levied. The tariff structure for residentialproperties is as follows: Annual Rateable General Conservancy Drainage Light Value Tax Tax Tax Tax (Rs (%) (%) (%) (%) Total Up to 300 ------E X E M P T ------301 - 1200 2 9 3 3 17 1201 - 2400 4 9 3 3 19 2401 - 3600 7 9 3 3 22 3601 and above 15 9 3 3 30 Tax Structurefor Non-ResidentialProperty 4. Non-residential properties include commercial and industrial properties. From April 1982 they are being chargedat 30% of the Annual Rateable Value (ARV) irrespectiveof the ARV slab. Tax Structurefor Places of Public WorshiR. Charitableor EducationalProperties 5. These properties are exempted from the payment of General Tax but are subject to payment of service tax at 15 percent, comprising 9% Conservancy Tax, 3% Drainage Tax and 3% Light Tax. Tax Structurefor Central GovernmentProperties 6. For the Central Governmentproperties the ARV is taken as 9% of the capitalvalue notifiedby the Government. Service taxes are levied at 75%, 50% or 33-1/3% of the regular Property Tax, depending upon the level of service provided by MCH to these properties. - 155 - ANNEX 16 Page 1 of 3 INDIA HYDERABADWATER SUPPLY AND SEWERAGEPROJECT HMWSSB FinancialProlections Major Assumptions Revenues 1. Tariff increasesof 80? in FY 1994, and 15? each year thereafter,will become effective. 2. Water availabilityand system losses will be as follows: Water Availability Losses Year (Hld) (Z) 1987-88 205 30 1988-89 450 30 1989-90 600 28 1990-91 600 26 1991-92 650 26 1999-93 750 26 1993-94 750 26 1994-95 750 26 1995-96 750 26 1996-97 750 26 1997-98 750 26 3. Collection efficienciesfor domestic, industrialand commercialbillings will increase over seven years, reaching807 for domestic and commercial,and 902 for industrial. 4. Current MCH standpostarrears will be paid in five equal annual installments,beginning in FY 1989. OperatingCosts 5. Employee costs will increase 102 per annum. 6. Power costs will increase 20? per annum. 7. Other operating and maintenancecosts will increase 8Z per annum. 8. Depreciationof fixed assets is based on the straight-linemethod, using a 33 year asset life. 9. Additional operatingcosts for power, staff and chemicals related to additionalworks to be commissionedhave been taken into account, and have been based upon historicalexperience. ACTUAL. F90JiscIEUs 1961-34 1934-JIS 1933-96 1986-61 19.97-U0 19-6-9 In9-90 1990-91 1991-92 199-93 1993-94 194-95 1986-f6 1996-87 1901-941 199-99 REVEUE UATER SUPPLY SERVICE ml 22 92 16 7? AS 70.33 121.33 204.35 108.28 363.63 409.21 399.41 730.69 9143.46 3901 66 1192.33 1188.90 131. 36 IsMERACE SERVICE 0080 0-00 0-00 0.00 0.90 36.39 42.21 40.91 31.21 3053.1 113.06 126.13 139.34 110.19 TOTAL REVENUE 3I 32 32.16 17.6 1 0.18 121133 204.33 200.261 400.11 451342 439.34 316.20 1049.44 1120.70 1226.66 l1322.3 161.6W VAlEN SUPPLY SERVICE 14 95 as 01 93.33 101.93 120.00 161.66 204.21 234.60 291.21 333.11 431.02 323.02 631.32 709.23 365.34 9163.99 SIVIACAE SERtVICE 0.00 0.00 0.00 0.00 0.00 15.41 20.01 31.31 23.33 28.51 43.31 431.99 51.19 28.964 TTAL. COST 14.93 33.01 93.33 101.93 120.00 161.66 104-21 271.01 311.44 333.59 480.81 216.33 614. 66 156.31 Of6.172 I1936.4 113,3.051 (DEP1ICl) WA?uR SUPPLY SERVICE 6.37 (2.423 (17.333 (31.733 1.33 42 69 106.07 109.02 117.04 64.72 273.63 413.34 306.32 392.10 360.21 319.36 SINUACE SERVICE 0.00 0.00 0.00 0.00 0.00 1.649 22.13 19.03 S9."6 77.00 99.15 11.96 31.31 96.39 TOTAL. SI*tPIUSI(DEP3CIT) 4.3? (2.92) (17 * (31.15) 3.33 42.63 104.07 123.30 139.06 32.76 333.23 492.91 664.99 419.13 425.63 613.0- C DIMT SERVICING. 1.90 REPAY2EIES( WATER) 0 (10 0 00 0.Do 0.00 0.00 0.00 0.00 0L90 0.00 0.00 6.16 14.13 39.16 46.39 35.53 16.63 INERIEST(WAIM)13 0.00 0 00 0.00 0.00 0.00 0.00 0.00 0.90 0.00 0.00 211.661 2331.26 20. 19 270.86 292.6 323.51 LOA" 6EPAI3EIItsEVERACE.) 0.130 0 00 0.00 0.00 0.00 0.00 0.00 0 90 0.00 0.00 0.91 3.23 1.23 31.55 15.12 19.47, INTM31ST(SEWERACE) 0.00 0.00 0.00 0.00 0.00 0 00 0.00 0.00 0.00 0.90 54.90 66 Ss 711 5 72.35 19.33 61. 9 TOTAL DEBT SERVICIW(. 0 00 0.00 0 00 0 00 0 00 0.90 0.00 0.00 0.00 0.90 210.92 527.02 371 60 490.06 433.81 614.06 DEPEECIATION: WAITERSUIPPLY 0 00 0.00 0 00 0.00 0.00 6.30 12.27 21.39 38.26 53.3. 14.03 92.50 395.91 U1.4.99 11.7.59 11369 SEWERAGE 0 00 0 us. a 00 0.00 0.00 1.20 3.13 5.26 9.06 13.13 13.01 23901 26532 29.32 29.32 1.32t 00' MO( P.4 ACTUAL P11aZCT1c PARTKcuLARs I- I - I 1983-64 1904-05 1905-0C 1996-07 1981-60 1900-9 1969-90 1990-91 1991-92 1992-93 193-94 194-95 19S-96 1996-?7 19-6 193-" OPENIINC SALANCE 22 4 *5 4S s010 l 5151 67 55 213.71 271.53 375.60 503-10 613e09 66.04 69. 24 025.15 06251 92.76 906.5 CANH li. _. HIkyth- . .. ,.' . I' . 1/ .1, 83) (31 15) I 15 42 69 104 07 121 50 1)9.9 53 176333 31 49291 Z4.06 410.15 425.63 615.92 ^4A-.).]u.. h.,.....A .tI- .*tAAj. LEk1,I Ak.AI4IM, . -., U UO 0 00 0 00 0 00 0 00 14 41 56 10 123 98 l46.0J 0 00 0.00 0o00 0.00 0.00 0.60 GRANT IN-AIl 1 u3 1( la 14 4* 14 48 Is 12 15.12 0 00 0 00 0 00 0.00 0.00 0.00 0.00 0.00 0.00 0."e CAPITAL RECEIPTS GOVT GRANTS 4 o0 Ha 19 120 00 199 46 312 S 250 00 229.1U 132 40 120.69 20.99 20.99 12.39 12.59 12.59 0.00 3.e9 LOANS 0 00 0 00 0 00 0 00 0 00 0 00 124 63 107 95 519.10 499.04 413.9 431.01 191.17 65.16 e.06 S."e CONTRIBUTION FROM lENEFICIAtY 0.00 0.00 0 00 3.15 3.15 5.1U 5.I 3.15 1.15 0 . o 5 (Lo. Cost S.r.Ir.tlot,) TOTAL LASH IINFLOW l190 100 15 114 65 12 19 328 95 107.1 4.76.32 624.35 906.90 303 79 I44.16939.72 612.97 569 .6 42S 65 6 13.92 CASH OUTFLOW CAPITAL EXPENDITURE 40 bt as 71 125.24 LW14 102 79 250 00 355.79 440.35 672.94 561 10 540.93 476.51 236.91 120.99 50. 50 .0_ LOAN REPAYMENTS WATER 0 00 0 00 0 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 *.16 14.13 50.16 46.56 61.51 74.65 SEWERAGE 0.00 0 00 0.00 0 00 0.00 0.00 0.00 0.00 0.00 0.00 e.250.91 .50 11.55 15.15; 19.67 INTENEST ON WATER PROJECT 0 00 0 00 0 00 0 00 0.00 0.00 13.51 45.94 99 9S 151 33 211 Y0 255.20 20. 1 270.24 26. 24 22.5 1 INTEREST ON SEWERAGE PROJ o 00 0 00 0 00 0 00 0.00 0.00 2. 9 10.57 24.00 37-53 54.00 66.30 71.55 72.55 70.51 6.t95 TOTAL CASN OUTFLOW 40 66 *5 73 125.24 166 14 182.79 250.00 372.26 4.96.5 796.92 750.04 011.76 813.25 614.60e 529.1 446.01 646.9 ACCUILATED CASH BALANCE 45 Is 80 10 51.51 41.36 213 13 271.53 313.60 303.10 613.09 666.64 499.24 5.15 83.51 922.16 906.8 817 54 0 0 s~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~04p . 158 - ANNEX 17 INDIA HYDERABAD WATER SUPPLY AND SANITATION PROJECT Economic Aspects - Rates of Return WAT hUPPLY AM U :6tAO IC ANALYSIS WOAILS ( DPWr6 lOCIE Cap itaI and Net Revenwes Capitl Incr_ental not Operating Incl (Revenues laa Expenditures OP*Ietin Coets Expenditure. Revenues Cot-a Inec_ntal (lbRemillion) (R l lHion) (e iMillion) (Re Mill) (Rs million Wa er Sold ------7-- Aidjl) Net ef Incl. A;.(1) Adi() YEAR Mi-d7 l *ill Market ( D801)ep n Dep'n Nominal (6601) No-nal (0) 1 198 -89 0.00 000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 199 -90 0.00 0.00 38.56 37.94 0.00 0.00 3.58 37. 94 0 00 -35 56 -37.94 1990 -91 0.00 0.00 82.94 81.33 0.00 0.00 82.94 81.35 0.00 -82.94 -88.53 4 1991 -92 0.00 0.00 431.68 460.71 0.00 0.00 431.65 460.71 0.00 -431.85 -480.71 5 1992 -93 0.00 0.00 481.65i 4t0.71 0.00 0.00 431.565 460.71 0.00 -431.66 -460.71 6 1993 -94 135.00 49.26 352.09 375.80 61.26 61.26 413.35 437.06 t68.84 -247.51 -271.22 7 1994 -_9 135.00 49.28 267.45 215.46 81.28 81.26 328.71 348.72 190.72 -137.99 -156.00 8 19S -9e 135.00 49.28 79.86 84.92 61.26 81.26 140.82 14 .18 209.79 68.97 63.61 9 196 -97 185.00 49.28 11.65 12.65 61.26 61.26 73.11 73.91 230.77 157.66 156.86 10 1997 -98 135.00 49.28 0.00 0.00 61.26 127.19 61.26 61.26 253.84 192.5S 192.58 11 199. -99 138.00 49.28 0.00 0.00 61.26 127.19 61.28 61.26 279.23 217.97 217.97 12 1999 -00 135.00 49.28 0.00 0.00 61.26 127.19 61.26 61.26 279.23 217.97 217.97 13 2000 -01 135.00 49.28 0.00 0.00 61.26 127.19 61.26 61.26 279.23 217.97 217.97 14 2001 -02 135.00 49.28 0.00 1.00 61.26 127.19 61.26 61.26 279.23 217.97 217.97 15 2002 -03 135.00 49.28 0.00 c.00 61.26 127.19 61.26 61.26 279.23 217.97 217.97 16 2003 -04 13t.00 49.28 0.00 C.00 61.26 127.19 61.26 61.26 279.23 217.97 217.97 17 2004 -05 133.00 49.28 0.00 0 00 61.26 127.19 61.26 61.26 279.23 217.97 217.97 18 2008 -06 138.00 49.28 0.00 0.00 61.26 127.19 61.26 61.26 279.23 217.97 217.97 19 2006 -07 185.00 49.28 0.00 0.00 61.26 127.19 61.26 61.26 279.23 217.97 217.97 20 2007 -08 135.00 49.26 0.00 0.)10 61.26 127.19 61.26 61.2C 279.23 217.97 217.97 21 2006 -09 135.00 49.28 0.00 0.00 61.26 127.19 61.26 61.26 279.23 217.97 217.97 22 2009 -10 133.00 49.28 0.00 O.C0 61.26 127.19 61.26 61.26 279 7i 217.97 217.97 23 2010 -11 135.00 49.28 0.00 0.00 61.26 127.19 61.26 61.26 279.23 217.97 217.97 24 2011 -12 136.00 49.28 0.00 0.0' 61.26 127.19 61.26 61.26 279.23 217.97 217.97 25 2012 -13 135.00 49.28 0 00 0.00 61.23 127.19 61.26 61.26 279.23 217.97 217.97 26 2013 -14 133.00 49.28 0.00 0.00 61.26 127.19 61.26 61.26 279.23 217.97 217.97 27 2014 -15 135.00 49.28 0.00 0.00 61.26 127.19 61.26 61.26 279.23 217.97 217.97 28 2015 -16 135.00 49.28 0.00 0.00 61.26 127.19 61.26 61.26 279.23 217.97 217.97 29 2016 -17 138.00 49.26 0.00 0.00 61.26 127.19 61.26 61.26 279.23 217.97 217.97 30 2017 -18 138.00 49.28 0.00 0.00 61.26 127.19 61.26 61.26 279.23 217.97 217.97 31 2018 -19 133.00 49.28 0.00 0.00 61.26 127.19 61.26 61.26 279.23 217.97 217.97 32 2019 -20 135.00 49.28 0.00 0.00 61.26 127.19 61.26 61.26 279.23 217.97 217.97 33 2020 -21 135.00 49.26 0.00 0.00 61.26 127.19 61.26 61.26 279.23 217.97 217.97 AIC Rs/m3 PRESET VALUES FOR Nor na1 Shado. DISCODLT RATES OF ------01 1379.64 1692.74 1806.72 1715.28 3297.6 3408.02 3522 7473.25 4065.23 3951.25 2.47 2.55 81 370.64 1134.21 1210.58 4e0.75 806.00 1594.96 1671.33 1903.52 308.56 232.19 4.30 4.51 91 324.01 1081.98 1154.76 402.77 697.43 1484.70 1387.55 1651.96 167.26 94.41 4.56 *.81 101 284.77 1032.67 1102.20 384.00 608.22 1366.67 1486.20 1441.41 54.74 -14.79 4.87 5.11 11 261.66 986.22 1062.62 312.71 527.87 1298.93 1365.84 12U.i0 -34.83 -101.24 5.16 5.43 12J 223.27 942.39 1001.88 277.54 462.62 1219.94 1283.39 1113.89 -106.04 -169.50 5.46 5 75 131 199.03 901.01 961.68 247.42 407.25 1148.43 1209.10 918.93 -162.50 -223.16 5.77 6.07 14S 178.18 81.92 919.98 221.46 360.04 1063.38 1141.42 876.33 -207.05 -265.08 6.08 6.41 Notes: (1) A standard conversion factor of 0.6 was applied to the foreign of R t rr exchanae component of investment cost. ------Noeinal Adj. (1) (2) Costs and Revenues are in conetent 1988/89 Prices. ------10.5681 9.851 -159- INDIA INDI ~~X1 r~~~~~ageI of 2 HYDERABAD WATER SUPPLY AND SANITATION PROJECT List of Selected Documents on the Proiect File HYDERABADWATER SUPPLY - TEC8NICAL HWS-04 GOAP - Information furnished to IDA mLssion to Hyderabad Kay 30 - Juno 6, 1987, on Manjira Water SuDD1y Scheme Phase III (Singur Project). HWS-05 Notes on Works of Singur Project presented to the World Bank Team on June 2, 1987 (the Sin ur Dm). HWS-08 Note on the Augmentation of Drinking Water Supply to the twin Cities of Hyderabad and Secunderabad by exploitation of Groundwater: 1983. HWS-09 Estimation of Groundwater potential within 15 km radius of Hyderabad City; (prepared early 1987 ?). HWS-15 Rehabilltation needs at existing Water Treatment Plants; Mr S. Chandra of TATA Consulting Engineers, Aug 24, 1987. HWS-19 Yields from Sources - Suimmary of Observations Made on the Hydrologic Data (Himayatsagar, Osmansagar. Singur). HWS-20 Report of the Expert Committee on Augmentation of Drinking Water Supply to Twin Cities of Hyderabad and Secunderabad from Krishna/Godavari River, May 1987. HWS-22 Singur Project - Water Availability Studies; GOAP Irrigation and Command Area Development Department Undated. HWS-25 'Water Treatment" TATA March. 1988. -Description -Appendix 1 Existing Water Treatment Plants: System and Operating Data: Shaikpet, Asifnagar, Rajampet. Kalabgur. -Appendix 2 Water Treatment Plant Report; August 24, 1987. -Appendix 3 Existing Water Treatment Plants - Rehabilita,ior (Cost) Estimate TATA March, 1988. HWS-27 "Water Supply - Final Project Preparation Report for HyderabaA Water Supply and Sanitation Project"; TATA Consulting Engineers, June 1988. (Vols I and II) HYDERABADSEWERAGE - TECHNICAE HS-01 Report on Remodelling of Sewage Treatment System, Hyderabad; National Envircnmental Engineering Research Institute (NEERI), Nagpur; December 1981. HS-05 Feasibillty Report on Remodelling of Sewerage System in Hyderabad Urban Area: June 1987. HS-07 Note on Remodelling of the existinz seweraee system of Hyderabad and Secunderabad including Cantonmnet Area; (Note: Annex I - Statement showing Drainage Revenues 1980-81 to 1986-87: Mar 3. 1981, Circular re basis of Drainage Charges: Ordinance of July 15,1983 - revisions to the Hyderabad Municipal Corporation Act re Drainage Charges; Progress of Works taken up under Stage I of Remodelling of Drainage System. (2 copies) HS-12 Report on Remodelling of Sewage Treatment System in Hyderabad, Vols II & III; National Environmental Engineering Research Institute (NEERII, August 1985 and March 1986 respectively. HS-15 "Sewerage and Sanitation - Final Project Preparation Report for the Hyderabad Water Supply and Sanitation Project'; TATA Consulting Engineers, June 1988. (Vols I and II) -160- ANNE 18 Page 2 of 2 HYDERALADSANITATION 8SN-02 Improved Sanitation end Environmental Health Conditions - An Evaluation of Sulabh International's Lov Cast Sanitation Proiect in bihara Edgar F. Ribeiro. Chief Planner, Town and Country Planning Organization, Ministry of Urban Developmnt, GOT, 1985. HYERABXADURBAN HU-06 Hyderabad Metrooolitan Area - Salient Features; HUDA. HU-07 BUDA - Annual Report 1985-86. HU-09 HUDA DeveloRMnnt Plans: Vol I - Hyderabad City, Work Studies, Vol II - Proposal,, Vol III - Report on Master Plan for Non-Municipal Areas. HU-10 Hyderabad Slum Improvement Project - Phase III (1988-1992) - Revised Report; MCH. HU-12 Municipal Corporation of Hyderabad: Oreanization Chart. ANDHRA PRADESH POLLUTION CONTROL APC-01 Andhra Pradesh Pollution Control Board - Annual Revort 1985-1986. APC-02 Brief Note on the Nature and Mcniitude of the Pollution and the 3tPES taken by the Pollution Control Board for controlling Pollution; AP-PCB, (1987 ?) APC-03 Prevention of Pollution of Water and Air and Environmental Aspects - A Background Paper for discussion at the meeting of the State Development Board: GOAP Energy, Environment, Science and Technology Department, ( 1987?). ANDHRA PRADESH - LEGAL APL-01 Andhra Pradesh G;zette: Hyderabad Metropolitan Water SuDol1 and Sewerage Act, 1982. APL-12 A copy of a Bill to Make Provision for Water Supply, Sewerage and Sevage Treatment in the Hyderabad Metropolitan Area and for Matters Connected Therewith (Hyderabad Metropolitan Water Supply and Sewerage Act, LA Bill No 5 of 1989). APL-12A 'An Ordinance to Make Provision for Water Supply, Sewerage and Sewage Treatment in the Hyderabad Metropolitan Area and for Matters Connected Therewith'. (Obtained March 1988). APL-13 'Descr:tption of Land Accuisition Procedures and Stages Involved'; Simhsmch lam of HMWW, March 1988. APL-13A "Information on Land Accuisition for 4njira WS Phase III, Stage 2 Worki and Sanitation Project'; Simhamchalam of HMWW,March 1988. HYDERAJAD FINANCIAL hF-02 Hyderabad Metropolitan Water Works (HMWW)- Annual Financlal Statement for the Year 1985-86. HF-03 Municipal Corporation of Hyderebad - Budget Estimates - 1987-88 and Revised Estimates 1986-87. HF-05 'Hyderabad Metropolltan Water Works - Financial Evaluatlon and Projections for the Hyderabad Water Supply and Sanitation Project"; TATA Consultancy Services, May 1988. HF-06 "Municipal Corporation of Hyderabad - Financial Evaluation and Projections for the Hyderabad Water Supply and Sanitatlon Project'; TATA Consultancy Services, May 1988. resiginTaAsedeA .e~~~~~~~~~~~~~~~~ INDIA N I- HYDERABADWATER SUPPLY AND ~~~-- <- ~~~~~~~~~SANITATION PROJECT WATER SUPPLY AND TRANSMISSION SYSTEMS soi >'a' 'a- ,j> \ A ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~Reo,2swU~NMECONRST EXisTING S.w 0- - cl-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-ramn Pleats--. 00C-SAn2o si, -A U Goad- LeveSe.vic Res--ir 'a>~ ~ ~ ~~7 -- Wat-SheWii (apprax C - rat 0 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~NotonlCapitol ddq- 2?~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ - Sti aadre A~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~nentoa aadno I / "N ~~~~~~~~~CHINA - ~~~aia.n ydarragor -i ~~~~~~~~F'PAKISTAN 7 ii U.tr~~~~~ampaliy - - ,~lrw Ne Oem, NrEPALNeae UT I N D I - C~~~~~~~~~~~~~~~~~~~~A- 10~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~T ' a t i 4~~~~ - i. -- - I N D IA~~~c r-d, ~~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~~~ hoUe N- - nai - tiorte AlN*rT-9%ai C' 7rW ?r'o' 7rM~~~~~~~~~~- in.8-30eobd 'a L- C yJUL II os=nso ED D RA/B A D 1<1- / 'S. S i C li D A IB A D \ I D N I A -C~TtI -ooso\oI. ;.1 ''Wk yX , ' \ ,_. s M>~x)JubisHllss& 1OMy Ewnsm/SS A (di.-.., - Irj5zN . r r /- mrXb_oE G.-d L-.1 R- ''"'45 Ti, , 0 'I~/S Asildo I JsEoloa5,11'S s. -- ho soos' r O2IIo,R- r No-~~~~~~~~~~~~~~~~~~~~- \ / A ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~--V :', ho~~~~~~ G.; I > *O51- Savyad Tt5,kledgo.. Nogs.. Bs Ro" 5-5 ji9Re 75~~~~~~~~~~~~~~~D P-pmg swl==i- St. 6 .. d-i \ A - -- ~~~~~~~ *a~~~riS~~~t5-- PAK55r1650 *oNe Ns~ CHINA IN DI A lit DS, KaB-- #; HYDERABADWATER SUPPLY AND SANITATIONPROJECT ,- ssH ~~~~~~~~WATERSUPPLY- TRUNK DISTRIBUtION SYSTEM C I N D I A ; ,PROPOSED uNlERCONS1 EXISTING . _ \ r --~~~~~~~_____- Mosino(doometen io mm) _S.f..d, of MonocopolC lilma, t S ~ ~ ~U ~ ~~~~~~*U Groo_ndteel SernioaResoorsn Caetooaaton_l ry \ . A@L1rleraLud o~~~~~~~~~~~~~Flooeld Seosoce Resemors ® Stat Cappold t *5500NLR't' dL Filter Beds NEjnIC" Aw~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ Soios_ Naoaa CapitolPmpn 5e ' ' ~~~~~~~~~~~~~~~~~~~~~~~~~~~~RoiI,sools 0 200 40, 640 8?0 h~~~~~~~~~~~~~~~~~~~~~~7 tSr' .,'S /~~~~~~~~~~~~~~~~~sE"k %eA D H>-~~~~~~~~~~~~~~~~~~~~~ICw7A e ~ ~~~~~CIRCLE- 5 (EUD0vD5:Ci E 9 \WARDS 6,7 B) f 422m ToIICJ1~~I A,.I IRjLE3) |~~~~~~~~~~~~~~~~~~~~~~CL- - I0 \ ( I I - WARDSI -_ 5 16,17 18.22,23) / / t4,(WARDSS 2i5 211 I / ^ _\ /7f'o'~~~~t I A \vS.\_CA \ //// / -AKISTAN/ad' K_-CHINA INDIA P^rl5lAs-f'&* ' HYDERABADWATER SUPPLYAND SANITATION PROJECT t¾. N D UN-CNE !OOEP fTR OTN T-.k SosoersI Intceplons TO Slt C00.toI -- .'*[ Saaoga TrautmootePlanTP NtooCop,id 4t,,) ~~~~~~~~~~Ras - Inlnloa bnat L~~~- Iloskoo~~~~~Rd,s Bo-ndary of Man-,pal Coapral.oa- of Hyd-rbod