FIELD APPRAISAL REPORT TMA LIAQATPUR - … · 1.3 DISTRICT PROFILE ... The demographic details of...

FIELD APPRAISAL REPORT TMA LIAQATPUR

June, 2006

Prepared by:

Punjab Municipal Development Fund Company.

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TABLE OF CONTENTS

1. INSTITUTIONAL DEVELOPMENT ................................................................................... 4 1.1 BACKGROUND .................................................................................................................... 4 1.2 METHODOLOGY ................................................................................................................. 4 1.3 DISTRICT PROFILE ............................................................................................................. 4 1.3.1 History .................................................................................................................................... 4 1.3.2 Location .................................................................................................................................. 4 1.3.3 Area/Demography .................................................................................................................. 4 1.4 TMA/TOWN PROFILE ......................................................................................................... 5 1.4.1 Municipal Administrative Setup............................................................................................. 5 1.4.2 Location .................................................................................................................................. 5 1.4.3 Area/Demography .................................................................................................................. 5 1.5 TMA STAFF PROFILE ......................................................................................................... 6 1.6 INSTITUTIONAL ASSESSMENT ....................................................................................... 6 1.6.1. TMO Office ............................................................................................................................ 6 1.7 REGULATION .................................................................................................................... 10

1.7.1 Staff Position of TO (R) .......................................................................................................10 1.7.2 Performance Improvement Plan (PIP) for TO(R) Office .....................................................11

1.8 TOWN PLANNING............................................................................................................. 12 1.8.1 Status of maps in TMA.........................................................................................................13 1.8.2 Building Control ...................................................................................................................14

1.9 TMA FINANCES................................................................................................................. 16 1.9.1 Budget formulation, execution and monitoring:................................................................... 16 1.9.2 Recommendations ................................................................................................................ 18 1.10 INFRASTRUCTURE & SERVICES ................................................................................... 19 2. EXTENSION/IMPROVEMENT OF WATER SUPPLY SCHEME ................................... 21 TEHSIL LIAQATPUR................................................................................................................................ 21 2.1. PREFACE............................................................................................................................. 21

2.2.1 Sub Soil and Ground Water Conditions ...............................................................................21 2.3 RATIONALE OF THE SUB-PROJECT.............................................................................. 21

2.3.1 Existing Source of Water Supply .........................................................................................21 2.3.2 Components of the Existing System.....................................................................................22 2.3.3 Service Delivery Level .........................................................................................................25 2.3.4 Supply Hours ........................................................................................................................25 2.3.5 Operation of Tube Wells ......................................................................................................26 2.3.6 Water Quality .......................................................................................................................26 2.3.7 Existing Water Production....................................................................................................26 2.3.8 Production Capacity .............................................................................................................27 2.3.9 Chlorination ..........................................................................................................................28 2.3.10 Consumer Data .....................................................................................................................28 2.3.11 O&M Financials ...................................................................................................................29 2.3.12 O&M Management...............................................................................................................29

2.4 NEEDS ................................................................................................................................. 29 2.5 PROBLEMS ......................................................................................................................... 29

2.5.1 Physical Problems.................................................................................................................29 2.5.2 Funding Problems.................................................................................................................30

2.6 IMPROVEMENT REQUIRED WITH JUSTIFICATION .................................................. 30 2.7 THE SUB-PROJECT ........................................................................................................... 32

2.7.1 Description............................................................................................................................32 2.7.2 Proposed Design ...................................................................................................................32

2.8 SITE SUITABILITY............................................................................................................ 34 2.9 IMPLEMENTATION PERIOD ........................................................................................... 35

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2.10 PROPOSED DETAILED DESIGN AND CONSTRUCTION SUPERVISION ................. 35

2.11 PROPOSED PLAN FOR DESIGN AND CONSTRUCTION............................................. 35 2.12 OPERATION AND MAINTENANCE IMPLICATIONS................................................... 35

2.12.1 Expenditure on Services (Maintenance Only) 2004-05........................................................35 2.13 SUB-PROJECT COST ......................................................................................................... 36 3. ENVIRONMENTAL & SOCIAL ISSUES.......................................................................... 38 3.1 ENVIRONMENTAL ISSUES ............................................................................................. 38 3.2 SOCIAL ISSUES ................................................................................................................. 38

3.3 SOCIAL BENEFITS ............................................................................................................38 3.4 RECOMMENDATIONS...................................................................................................... 39

4. ANNEXURE-A ....................................................................................................................... i 5. ANNEXURE-B ...................................................................................................................... ii 6. ANNEXURE-C ................................................................................................................iii, iv 7. ANNEXURE-D ................................................................................................................. v, vi 8. ANNEXURE-E ....................................................................................................................vii 9. ANNEXURE-F....................................................................................................................viii 10. ANNEXURE-G ..................................................................................................................... ix

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1. INSTITUTIONAL DEVELOPMENT

1.1 BACKGROUND TMA Liaqatpur has applied for funding from PMDFC for water supply and parks schemes. After initial desk appraisal, PMDFC field team visited the TMA for assessing its institutional and engineering capacity on 21-04-2006.

1.2 METHODOLOGY Appraisal is based on interviews, open-ended and close-ended questionnaires, and agency record. Debriefing sessions and discussions were held with Tehsil Nazim, TMO, TOs and other TMA staff.

1.3 DISTRICT PROFILE 1.3.1 History Rahim Yar Khan has always been politically entwined with Multan, the ancient seat of power of a number of rulers, foreign as well as local. Along with Multan it passed into the hands of Alexander, the Great, and his Generals; Ashoka the great Buddhist Hindu king; Muhammad Bin Qasim, the first Muslim conqueror of India. The Abbassids from Egypt hold a special place in the later history of Bahawalpur and Rahim Yar Khan; the Sikhs under their soldier-king also held suzerainty over this part of Punjab until they were defeated by the British in the famous Anglo-Sikh wars.

The British through a special treaty with the Nawabs of Bahawalpur granted Bahawalpur the administrative status of a State, a British contrivance employed throughout the Indian subcontinent under which the local princes/rulers took oath of fealty to the British and were allowed to rule over their people, subject, of course, to the terms of the treaty. The district was christened Rahim Yar Khan by Nawab Sadiq Khan IV of Bahawalpur, after the name of his first son in 1881. It was raised to the status of an administrative district in 1943. 1.3.2 Location Rahim Yar Khan city is situated in the centre of the district. It is a prominent railway junction, on the main line of Pakistan Railways, between Lahore and Karachi. It is at a distance of 634 kilometers from Karachi, 566 kilometers from Lahore and 176 kilometers from Bahawalpur. The district borders with Muzaffargarh district on the north, with Jasilmir (India) and Ghotki district of Sindh province on the south, with Bahawalpur district on the east, and with Rajanpur district on the west. 1.3.3 Area/Demography

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The district is spread over an area of 11,880 square kilometres with a population of 3,141,053 as per DCR 1998. It has four Tehsils/TMAs.

1. Rahim Yar Khan 2. Sadiqabad 3. Liaqatpur 4. Khanpur

The demographic details of the district are as:

Source: District Census Report 1998, Population Census Organization, Statistics Division Government of Pakistan, Islamabad

Population 1998

Tehsil Area (sq.km.) Both

sexes Male Female Sex ratio

Population density/sq.

km.

Urban proportion

Avg. HH size

Population 1981

1981-98 Avg. annual growth

rate (%)

Khanpur 1,246 683,865 354,391 329,474 107.6 548.8 21.9 7.5 420,688 2.90

Liaqatpur 6,727 698,985 363,291 335,694 108.2 103.9 4.7 7.3 395,127 3.41

Rahim Yar Khan 1,715 985,655 514,371 471,284 109.1 574.7 27.9 7.5 575,283 3.22

Sadiqabad 2,192 772,548 404,811 367,737 110.1 352.4 20.6 7.7 450,353 3.22

1.4 TMA/TOWN PROFILE Liaqatpur was mainly populated in the year 1952 by settlers from Central Punjab who were allotted lands for agriculture due to construction of irrigation system. The town at the west of the Railway line is called “Kachi Mandi” and is an unplanned area whereas the town at east of Railway line is called “Pucci Mandi” and it is well planned area with wide roads and streets. All government offices, hospitals, TMA office, other educational institutions are situated in this area. Both parts are connected by a flyover, and level crossing on Railway track. 1.4.1 Municipal Administrative Setup Liaqatpur was accorded the status of Municipal Committee in 1952. After the implementation of Punjab Local Government Ordinance 2001, it was notified as TMA.

1.4.2 Location Liaqatpur town is located on Bahawalpur – R.Y. Khan Road at a distance of 95 km from Bahawalpur at its south-west and at a distance of 90 km from R. Y. Khan at its north – east. It is situated on main track of Pakistan Railway. Tehsil Liaqatpur lies at the left bank of river Indus and KLP road (Karachi-Lahore-Peshawar Road now known as N-5) passes through this area. Liaqatpur town is connected to it through number of roads, the main route being through Channi Goth at a distance of 22 km. 1.4.3 Area/Demography

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Liaqatpur Tehsil spreads over an area of 6,727 square kilometres with a population of 698,985 (as per DCR 1998). It has 25 Union Councils with only one CO unit namely Liaqatpur.

The demographic details of CO Unit are as under:

Source: District Census Report 1998, Population Census Organization, Statistics Division Government of Pakistan, Islamabad

Population 1998 CO Units

Both sexes Male Female

Population 1981

1981-98 Avg. annual

growth rate (%)

Avg. HH size

Liaqatpur (Headquarter) 32,858 16,861 15,997 15,271 4.61 7.8

1.5 TMA STAFF PROFILE

Sr. # Name Designation Date of

Joining TMAService cadre

Experience (years)

1 Ghulam Hussain TMO 10.08.2001 LG&RD 32

2 Mazhar Rasheed TO (F) 22.04.2002 LG&RD 26

3 Hafeez Rehman TO (P) October 2002 LCS 17

4 Altaf Hussain TO (I&S) 06.04. 2006 LG&RD 24

5. Vacant TO (R) Charge with TO(P)

1.6 INSTITUTIONAL ASSESSMENT The ID team of PMDFC assessed the institutional capacity of TMA Liaqatpur for accomplishment of mandatory functions as per PLGO 2001 in general and of (I&S) office for execution of proposed infrastructure schemes in particular. The FAR includes the proposed Performance Improvement Plan for each office based on the discussion with respective TMA staff. The details are as under. 1.6.1. TMO Office

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TMO is the focal person in TMA. He is also the Principal Accounting officer of TMA. His responsibilities include coordination of activities of all Tehsil offices and execution of sanctioned policies of TMA. During the field appraisal, ID team discussed the following issues related to the office of TMO:

A. Complaint Register The TMA is maintaining a complaint register to keep track of reported complaints. TMA staff told that they normally receive complaints verbally. Although TMA staff does record some complaints afterwards but mostly such complaints do not find a place in the complaint register. Since TMA receives most of the complaints regarding sanitation and sewerage, it has placed a complaint register at its sanitation branch that records complaints and resolves them. Chief sanitary inspector has been made responsible for the resolution of complaints. Despite maintaining the register, chief sanitary inspector does not report complaint resolution to either TO (I&S) or TMO. However, TMO inspects the register from time to time.

B. Dissemination of Information TMA has adopted following measures for dissemination of information to the citizens:

1. Notice Board is the primary source of information for the public. Notices deemed necessary for public information and guidance regarding different issues are regularly placed on the Notice Board.

2. All the sessions of Tehsil Council are open to public. Any one can attend the sessions and closely observe the working of Tehsil Council.

3. Public Relations Officer Bahawalpur issues tenders to the national newspapers on behalf of TMA. It is done on need basis.

4. TMA arranges for announcement of contracts and tenders through local newspapers as well. Moreover, centuries old way of information dissemination “Munadi” (announcement through drumbeat), is also used by TMA.

5. TMA issues press releases to local print media on need basis.

TMA does not have a website to display its achievements, goals, infrastructure development and public response or feedback. Like other TMAs, there is no reporting system between the TMA and the Provincial Government. Annual budget is the only way of information forwarded to Provincial Government. Because of its inadequate institutional capacity TMA needs constant over seeing by the Provincial Government. A watchful Provincial Government can ensure better performance from TMAs. The monitoring system for Provincial Government under PMSIP shall be a great help in this regard. C. Community Driven Development

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A very important feature of the Devolution Plan is the participation and involvement of non-elected citizens in the development process in their respective local areas. The institutional arrangements for the attainment of this objective are provided through CCBs. Section 98 of PLGO 2001, encompasses the objectives, composition and scope of CCBs as under: “In every local area, groups of non-elected citizens may, through voluntary, proactive and self-help initiatives, set up any number of Citizen Community Boards. Such Citizen Community Boards shall be set up for the purposes of, inter alia, energizing the community for development and improvement in service delivery, development and management of a new or existing public facility, identification of development and municipal needs, mobilization of stakeholders for community involvement in the improvement and maintenance of facilities. …………..” A TMA is bound to set apart 25% of its development budget for allocation to CCBs. The unspent CCB allocation in a financial year cannot be expended on any other development or non-development activity. The unspent CCB balance continues to accumulate and becomes available

for CCB allocation in the next financial year. A TMA can provide up to 80% funds for a CCB scheme and the remaining 20% are to be arranged by CCB itself. In spite of this convenient availability funds for development, citizens are not making best of this opportunity. Apart from reluctance of citizens to provide 20% matching funds, the laborious and cumbersome CCB rules and non-proactive attitude of the concerned local government staff are partly responsible for substantial under-utilization of development funds available through this innovative, participatory, pro-citizens development initiative. The Government of the Punjab, being cognizant of this issue, has taken up the matter with National Reconstruction Bureau (NRB). PMDFC shall also facilitate the citizens in PMSIP partner TMAs to take up CCB schemes through its Social Mobilization Consultant. The total number of registered CCBs of TMA Liaqatpur is 5 out of which only 2 CCBs have taken up development projects. Three projects await the approval of Tehsil Council. The details of sub-project undertaken through CCBs in TMA Liaqatpur are as under:

Funds were allocated for CCBs for the first time in the current fiscal year. Total amount lying unutilized for CCBs with the TMA is Rs. 15,000,000/- Only one NGO named DRIP is working to provide clean water to citizens of Liaqatpur. It has installed two water filtration plants in the town and provides clean water at a cost of Rs.5/ per 20 liter.

Sr. No. Project Category No. of Projects

Undertaken Total Estimated

Cost (Rs.) 1 Soling, Drains and Culverts 02 14,130,500

D. Monitoring Committees The Tehsil council has set up following 12 Monitoring Committees to monitor the working of TMA:

1. Auction and Purchase Committee 2. Social Welfare and Woman Development Committee 3. Finance Committee 4. Justice Committee 5. Accounts Committee 6. Sports and Culture Committee 7. Municipal Regulation Committee 8. Rents and Encroachment Committee 9. Infrastructure and Services Committee 10. Planning Committee 11. Bye-laws Committee 12. Works Committee

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These committees were formed in March 2006. Each committee comprises 5 members and meets on need basis. Out of the 5 members, one who has taken maximum votes in election is made the

convener of the committee. Meeting of a committee is called by its convener. A register for keeping a record of meetings is maintained. E. Trainings TMA requested PMDFC to arrange for basic computer training of its staff. Detail of training is provided below:

Name of the Institute: Pak American Commercial Institute of Computer Sciences, Liaqatpur

Institute’s Status: A registered institute Qualification of Instructor: MCS Course Name: Basic Computer Training Course No. of trainees: 5

Training Start Date: May 29, 2006 Training End Date: July 29, 2006 A meeting with the proposed trainees was also held at the TMO office. They appreciated the capacity building initiative of PMDFC. TMA has further requested to fund basic computer training to additional 21 staff members. These people will be provided training in the second phase of trainings. After in-depth discussion with TMO, the following Performance Improvement Plan is proposed for the office of TMO in TMA Liaqatpur.

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PIP Tasks PMDFC Interventions Performance Indicators(i) Setting up of Citizens’

Complaint Cell and computerized Complaints Tracking System

• Provide standard design of the Complaint Center.

• Provide Standard Operating Procedures (SOPs) for the Complaint Center.

• Provide hands on training for the implementation of Complaints Center SOPs.

• Provide computerized system for complaints tracking and analysis.

• Number of complaints computerized/tracked

• Number of complaints

disposed off as per SOPs.

(ii) Development of TMA website

• Provide template for website design.

• Finance the cost of website development and initial hosting.

• Training of TMA staff for regular update of websites.

• Website contents are updated regularly.

• Number of citizens

accessing the website (per month)

PIP Tasks PMDFC Interventions Performance Indicators(iii) Initiation of

development schemes through CCBs.

• Community mobilization through PMDFC social mobilization consultant.

• Number of CCBs registered during the financial year

• Number of CCBs which initiated CCBs’ schemes during the financial year

• Percent of CCB allocation utilized during the financial year.

(iv) Training needs assessment of TMA staff by TMO

• Formation of training calendar

• Make requisite arrangements for trainings.

• Number of TMA staff trained under each TO.

1.7 REGULATION The office of TO (R) is extremely crucial in TMA set up. It is the lynchpin in the enforcement mechanism of TMA. It is mandated to regulate market & services; issue licences, permits, grant permissions & impose penalties for violation thereof; manage municipal lands, estates, properties, facilities, assets & enterprises vested in TMA. It is also responsible for enforcement of municipal laws, rules and by-laws governing the functioning of TMA. Prevention of encroachments on public lands and places; prosecution and follow up of criminal, civil and recovery proceedings and regulating, affixing of signboards and advertisements are some other important functions of TO(R). 1.7.1 Staff Position of TO (R) The following is the staff position of the office of TO(R).

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Status

Sr # Designation No. of posts

Filled Vacant 1 TO( R ) 1 - 1 2 License Superintendent 1 1 - 3 Head Clerk 1 1 - 4 Asst. Licence Superintendent 1 1 - 5 License Supervisor 1 - 1 6 Land Officer 1 1 - 7 Transport Inspector 1 1 - 8 License Inspector 2 2 - 9 Tehh Bazari Inspector 1 - 1

10 Head Clerk Kachi Abbadi 1 1 - 11 Rent Inspector 1 1 - 12 Water Rate Inspector 1 1 -

13 Land Clerk 1 1 - 14 Senior Clerk Kachi Abadi 1 1 - 15 Senior Clerk Mandi Mavoshian 1 1 - 16 Senior Clerk Transport 1 1 - 17 License Clerk 8 8 - 18 Rent Clerk 2 2 - 19 Tehh Bazari Clerk 4 4 - 20 Patawari 3 2 1 21 Incharge Mazbah Khana 12 - 12 22 Driver 1 - 1 23 Junior Clerk 1 1 - 24 Water Rent Clerk 3 3 - 25 Junior Clerk 1 1 - 26 Naib Qasid 17 17 - 27 Mashquee 12 - 12 28 Chowkidar 12 - 12 29 Naib Qasid 3 - 3 Presently, TO(R) position is not filled but TMA has adequate support staff to perform regulation duties. The additional charge of TO(R) is with TO(P). Patwari (the revenue official) has revenue records and details of properties. All the record is manually maintained and needs to be computerized for efficient data analysis and report writing. Legal cases are taken care by a legal advisor and two perokars (Assistants). There are 686 shops owned by TMA and their rent is increased at 10 % annually.

Schedule of Fees for Advertisements

Fees Collected by Regulation Office

The above table indicates that TMA has gradually increased tax collection.

S.No Details Rate (Rs) 1 Installation of Publicity Board 35 per Sq feet 2 Placing Publicity Boards in front of shops 10 per Sq feet 3 Publicity by Banners 10 per Sq feet 4 Cinema Boards 20 per Sq feet per title

Fee 2002-03 (Actual)

2003-04 (Actual) 2004-05 (Actual) 2005-06 (Till Feb -Actual)

Cattle Mandi

11,540,999 3,641,372 8,261,481 4,599,000

Municipal Rents

1,924,328 2,820,750 2,095,010 1,873,761

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1.7.2 Performance Improvement Plan (PIP) for TO(R) Office In consultation with TO (R) office, the following Performance Improvement Plan is proposed for the office of TO (Regulation). These interventions are for the year one and further capacity

interventions would be initiated in the subsequent years, subject to the continual eligibility of the TMA for PMSIP funding.

PIP Tasks PMDFC Interventions Performance IndicatorsDevelopment of data base of:

• legal cases for proper monitoring • advertisement and signboards • licenses and permits • municipal estates and properties

PMDFC to provide software / hardware for building up data base.

• %age reduction in pendency in legal cases compared with last FY.

• %age increase in revenue compared with last FY.

1.8 TOWN PLANNING The office of TO (P) is a very crucial office in TMA set-up. It has been allocated the following business under PLGO 2001:

1. Prepare spatial plans for the TMA in collaboration with Union Administrations, including plans for land use and zoning;

2. Exercise control over land use, land sub-division, land development and zoning by public

and private sectors for any purpose including agriculture, industry, commerce, markets, shopping and other employment centres, residential, recreation, parks, entertainment, passenger and transport freight and transit stations;

3. Execute and manage development plans;

4. Develop and manage schemes including site development in collaboration with District

Governments and Union Administrations;

5. Compile information provided by Union Administration for prioritized projects in the TMA;

6. Maintain municipal records and archives.

7. Exercise Building Control;

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PMDFC ID team met TO (P) and his staff and had thorough discussions on the planning issues in the TMA.

The details of the posts in the Planning Office are as under:

As is evident from the above table, most of the important posts are filled. There is a need for a draftsman and clerk for improving mapping and record keeping. All records are manually maintained and no analysis of data is performed.

Schedule of Residential/ Commercial fees collection S.No Details Rate (Rs)

1 Fees for residential plot per marla 100 2 Fees for commercial plot per marla 1000 3 Commercialization fee per marla 2000 4 Development charges at plan approval per marla 500 5 Revised plan fee 50 % of original fee

1.8.1 Status of maps in TMA There are neither base maps available in TMA, nor do they have up-to-date utility maps. Liaqatpur city map is very old and needs updating but due to unavailability of relevant staff, this basic activity is being ignored. During the discussions it was revealed that the Planning office needs detailed information on the characteristics and requirements of all land uses, physical, spatial and economic activities that might guide the future shape of the city, which requires up to date maps. Maps like land use and services are not available with the TMA and the one available is obsolete and outdated. PMDFC has started capacity building of TMA Liaqatpur with the procurement of its 0.6 meter resolution and 32 Sq Km archive GIS image, mainly covering Liaqatpur Tehsil headquater. To date, vectorization of image has been completed and vectorized road and parcel maps have been printed out. Base maps of municipal services are being developed.

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Status


Filled Vacant 1 TO(P) 1 1 - 2 Town Planner 1 - 1 3 Head Clerk 1 - 1 4 Sub Engineer 3 2 1 5 Architect 1 - 1 6 Draft man 1 - 1 7 Senior Building Inspector 1 1 - 8 Building Inspector 2 2 - 9 Jeep Driver 1 - 1 10 Naib Qasid 4 4 -

1.8.2 Building Control For building control activities residents submit requests with a plan and other requisite documents. Building inspector visits the site and checks if the plan is according to the site. There is a requirement that residents after completion of their buildings get a completion certificate from planning office, but it rarely occurs. There is need of such mechanism that residents have to get the completion certificate. The building control records are manually maintained. Following is the sum of building plans approved:

Building Control Plans approved

Fees Collected from Plans

Plan formulation: Development plans are made without taking into account the real data and actual needs. The absence of data reflects in uninformed prioritisation of plans. Moreover, ignorance of ground realities results in piecemeal development. Following is the plan status in TMA Liaqatpur.

Some other important functions of TO (P) in PLGO are managing coordination activities and CCB schemes; liaison with neighbouring TMAs and Union Administrations; support to Union Administrations. At the moment, progress in collection/analysis of data or coordination of development activities in Tehsil is quite slow. Performance Improvement Plan (PIP) for TO (P) Office After detailed discussions with the TO (P) and his staff, the following Performance Improvement Plan is proposed for the office of TO (P) in TMA Liaqatpur.

Year Domestic Commercial 2004-05 30 18

2005-06 (to-date) 22 11

2002-03 2003-04 2004-05 2005-06 (Feb) 195,094 238,750 110,915 189,900

Qualified TO Planning No Spatial Planning Spatial plan No Land use map No Zoning map No Base map No Development Planning Annual Development Program and Budget yes Prepared with Union Council and Tehsil Council input yes Prepared with regard to data base No Presence of data base or data collection No Long term Annual Development Programming and Budgeting Long term Dev. Program and Budget No

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These interventions are for the year one and subsequent capacity interventions would be initiated in year two and onward, provided the TMA qualifies for round two and onward for PMSIP funding.

PIP Tasks PMDFC Interventions Performance Indicators

(i) Setting up of GIS, mapping of services and developing a database of services.

• PMDFC will arrange for satellite images

of the TMA. • PMDFC will develop standard formats

for services data collection. • PMDFC will provide necessary training

to TMA staff on mapping services on TMA maps.

• PMDFC will provide necessary training to TMAs for developing the services database.

• Basic maps prepared • Database of infrastructure

developed and thematic maps prepared.

(ii) Preparation of action plan

• PMDFC will arrange for data collection, analysis and prioritization of development and capacity projects.

• Number of development / capacity projects executed out of prioritized list.

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1.9 TMA FINANCES

TO (F) is a BPS 17 officer from Local Council Service. He has been with the local government for the last 26 years. He holds bachelor in commerce degree. TMA is currently maintaining its books of account manually. There is a scope for computerized accounting software which will enhance the working capacity of TMA. TO (F) office is currently maintaining its budget in MS Word which causes discrepancies in the figures. If the staff is properly trained in MS Excel that will reduce the number of errors in the budget and will give accuracy in the budget figures. The following is the staff position of the office of TO (F).

Law requires that no local govt. can pass a deficit budget. The intention is to provide built in mechanism for fiscal efficiency. This constraint forces a local govt. to either raise revenue or to economize in expenditure or to do both. In general a local govt. has to remain within its fiscal limits. Position in respect of TMA is as under:

Above position indicates that TMA is following the law that also reflects a certain level of fiscal efficiency.

Status Sr #

Designation No. of posts

Filled Vacant 1 TO(F) 1 1 - 2 Taxation Officer 1 - 1 3 Accountant 1 - 1 4 Head Clerk 1 - 1 5 Head Clerk Budget 1 1 - 6 Revenue Inspector 1 1 - 7 Accounts Clerk 1 1 - 8 Senior Clerk 1 1 - 9 Bill Clerk 1 1 - 10 Tax Clerk 1 - 1 11 Cashier 1 1 - 12 Gunman 1 1 - 13 Naib Qasid 4 3 1

Year 2002-03 2003-04 2004-05 2005-06 Surplus Surplus Surplus Surplus

1.9.1 Budget formulation, execution and monitoring:

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TMA staff is conversant with the budget formulation process but relies predominantly on the historical data for future projections. Reportedly, the staff faces no problems in the execution of budgets. Monitoring committees are in place and audit is conducted. More authenticity and transparency needs to be added by introducing printed budget copies.

TMA Liaqatpur is at eighth number in the ranking of the TMAs which were included for the first year in PMSIP.

The following table summarizes the receipts and expenditures of TMA:

Expenditures

The above figures are depicting healthy and consistent increase in TMA revenues over the years. The TMA own source revenues are increasing , whereas, govt. grants are consistent.

The non development expenditures are revealing substantial increase in establishment. However, TMA own source revenues are also increasing to mitigate such factor.

Sources of Funds 2002-03 2003-04 2004-05 2005-06 Projections Taxes 2,827,541 3,894,120 7,572,513 8,317,239 Fee 14,908,474 8,368,309 13,069,401 11,076,093 Rents & Taxes 2,799,174 2,632,600 2,731,800 3,402,039 Other Income 10,774,398 7,849,499 5,135,072 10,340,103 Sub Total 31,309,587 22,744,528 28,508,786 33,135,474 Non Development Grants 28,900,000 32,307,000 32,703,000 29,430,000 Development Grants 19,156,000 20,724,000 20,724,000 34,182,000 Sub Total 48,056,000 53,031,000 53,427,000 63,612,000

Total 79,365,587

75,775,528

81,935,786 96,747,474

2002-03

2003-04

2004-05

2005-06

Projections Non Development Expenditures Establishment 15,385,828 17,877,345 25,303,928 30,941,289 Charged 173,258 189,688 596,265 106,518 Water Supply - O & M Cost 1,014,711 1,618,854 1,964,671 469,425 Street Lights 767,207 699,868 652,302 1,414,112 Other Contingencies 7,961,783 25,721,657 9,728,858 11,694,651 Sub Total 25,302,787 46,107,412 38,246,024 44,625,995 Development Expenditure 34,633,153 11,500,375 27,057,922 18,881,570

Sub Total 34,633,153 11,500,375 27,057,922 18,881,570 Total 59,935,940 57,607,787 65,303,946 63,507,564

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TMA development expenditures have declined in 2005-06 primarily due to less development schemes as compared to last years.

Sources of Funds 2004-05 % 2005-06 % Own Source 28,508,786 35 40,809,528 39 Govt. Grants 53,427,000 65 63,612,000 61 Total 81,935,786 104,421,528 Expenditures 2004-05 % 2005-06 % Non Development 38,246,024 59 44,625,995 70 Development 27,057,922 41 18,881,570 30 Total 65,303,946 63,507,564

1.9.2 Recommendations

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The PMDFC can intervene in following activities to assist TMA: 1. Training for TMA staff in finance, accounts, budget and IT. 2. Developing computerized accounting system for TO (F). 3. Assist in reconciling WAPDA dues with deductions by Provincial Government form UIPT. 4. Can conduct surveys to identify new sources of revenue and increase in existing revenues. 5. Analysis of difference between LGO and existing practice followed in TMAs for bookkeeping

rules and filling up this gap. 6. Providing computers and peripherals for TO (F) office.

1.10 INFRASTRUCTURE & SERVICES

Infrastructure & Services office is the back-bone of Tehsil Municipal Administration. It is responsible for provision, management, operation, maintenance and improvement of the municipal infrastructure. Staff Profile of I&S office:

In TMA Liaqatpur, TO (I&S) has a background from PHED. Two posts of sub- engineers are lying vacant and need to be filled for proper supervision and execution of development projects. The appraisal brought out that there was a shortage of technical equipments like surveying equipments, lab testing equipments, etc. Neither progress reports are documented nor any database of infrastructure or contractors is prepared. There seems to be no coordination between TO (I&S) and TO (P) offices. During discussions, it was revealed that most of the I&S staff were willing to receive trainings on computer applications, use of modern technical equipments, preparation of project documents (designs & estimates) and operations & maintenance . As there is no computer all the records are manually maintained. After detailed discussion with TO (I&S) and other staff, the following Performance Improvement Plan is proposed. These interventions are envisioned for the first year and subsequent capacity interventions would be initiated in subsequent years, provided the TMA stays eligible for PMSIP funding in year two and onward.

Status


Filled Vacant 1 TO (I&S) 1 1 - 2 Superintendent (Parks) 1 - 1 3 Sub Engineer 4 2 2 4 Head Clerk 1 - 1 5 Superintendent Fire Brigade 1 1 - 6 Light Inspector 1 - 1 7 Traffic Inspector 3 3 - 8 S.D.C 1 - 1 9 A.S.D.C 1 1 - 10 Electrician 4 4 - 11 Driver Water Supply 5 5 - 12 Driver Fire Brigade 3 3 - 13 Head Fire Man 1 1 - 14 Junior Clerk 2 2 - 15 Driver Disposal 1 1 - 16 Plumber 1 1 - 17 Qulliee Electrician 4 - 4 18 Oil man 7 7 - 19 Fireman 11 3 8

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PIP Tasks PMDFC Interventions Performance Indicators

(i) Development of skills in preparation of PC-I to PC-V.

• PMDFC to arrange training sessions to train TMA staff for the preparation of PC-I to PC-V.

• PMDFC to review the PC-I to –PC-V prepared by TMAs.

• Number of PC-I to PC-V designed and got approved from the competent forum.

(ii) Development of database of municipal services.

• PMDFC to help develop data collection.

• PMDFC to provide standard template in for data analysis and periodic data updates.

• PMDFC to provide necessary training for data collection and periodic data update.

• Number of municipal services for which database is developed.

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2. EXTENSION/IMPROVEMENT OF WATER SUPPLY SCHEME

TEHSIL LIAQATPUR

2.1. PREFACE This Sub project Field Appraisal Report (FAR) has been prepared by the Punjab Municipal Development Fund Company (PMDFC), for Improvement and Extension of Water Supply Scheme, as proposed by Tehsil Municipal Administration Liaqatpur District RahimYar Khan (RY Khan). This report provides an assessment of the present facilities of water supply system, problems and needs of the town, improvements required, site suitability, implementation period and its arrangements, preliminary design, environmental and social aspects, operation and maintenance aspects and sub-project capital and maintenance cost. In order to collect primary data on project features and existing facilities, PMDFC team members visited the TMA Liaqatpur many times and had detailed discussions and site visits. It is concluded that the proposal of the sub-project is justified. This will provide a basic urban service of potable water to the people of Liaqatpur Town at an affordable rate, reducing the water borne diseases in the town and improving the health standards of general public.

2.2.1 Sub Soil and Ground Water Conditions The sub soil water of this town is brackish and unfit for human consumption. The T.D.S value of the ground water ranges from 1400 to 2200 ppm. Present source of water supply system in the town is canal water coupled with water from shallow T/wells installed at the bank of Maitla minor at a distance of 7.5 km. near Allahabad town. Some small water pockets containing marginal quality of sub soil water are observed in the town but these cannot be considered as safe for human consumption. The entire town is dependent upon the Municipal water supply system. A few people who do not have water supply system, fetch drinking water from hand pumps installed at the bank of minors or water courses. The sub soil stratification is as under:-

0 – 10 ft Clay 10 – 20 ft Silt with clay 20 – 30 ft Fine to medium sand

2.3 RATIONALE OF THE SUB-PROJECT

2.3.1 Existing Source of Water Supply The water supply system of the town is based on two sources at present.

• Canal Water

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Water is carried directly from 2 R Distributary, flowing in the south east of the town, through a water course and collected in sedimentation tanks at main water works located at south of the town. This water, after sedimentation, is treated through slow sand filters, collected into clear water tanks and then pumped to various parts of the town through rising mains into ground storage tanks and then re-pumped into overhead reservoir for distribution to the public. Presently all filter beds stand chocked and raw water directly from sedimentation tanks is supplied to the consumers.

• Shallow T/wells

Three shallow tube wells have been installed along Maitla Minor near Allahabad Town flowing at a distance of 7.5 km at west of the town. Water from these tube wells is pumped through A.C transmission main of 14” i/d to various water works located in the town. Water is stored into ground storage tanks at different locations & re-pumped into overhead reservoirs and distributed through a network of distribution system. Both sources even at their maximum capacity are not able to cope with the requirement of the town and water shortage is existing in some of the served areas of the town whereas some population of the town is still un-served. Presently two tube wells are in operation whereas tube wells no. 3 is out of production since long. TMA officers claim that the collector main bursts out when all the three t/wells are operated. People of the area, served by this system, have been observed to protest and takeout procession against the shortage of water. The discharge of one of the tube wells under operation was tested and found to be 0.50 cusec against the designed discharge of 1.0 cusec. The behavior of pumping machinery and tube wells was observed by a pump test and it was concluded that the specific capacity of tube well has been reduced and the pump setting is not adequate to get proper discharge, for which pump setting will have to be increased.

2.3.2 Components of the Existing System (I) Canal Source Water Works (Main Water Works)

S.N Description of the Structure Size Nos Total Capacity Present

Condition 1. Sedimentation

tanks 350’×200’×8’ 4 13.13 M.G Desilting

required 2. Filter beds 90’×40’×11’ 6 864000

gallons/day Totally chocked & not working

3. Pump houses 30’×15’ 14’×10’ 10’×10’

1 1 1

- - -

Renovation required -- do -- -- do --

4. High level tank 40’×30’×6’ 1 Repair required

5. Clear water well 40’ dia 11’ depth

3 259000 gallons Fair

6. Staff quarter - 3 - Not in living condition

7. Boundary well 4100 Rft. - - Broken at some places

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Pumping Machinery

The centrifugal pumping units frequently break down and need frequent repairs. 5 No. pumps out of 11 Nos. were found out of order at the time of visit.

Tube well No. 3 is not working because the collector main between T/well no 2 & 3 bursts out whenever it is operated.

Pump house

no Size Type of

pump Nos Discharge (cusec)

Head (FT) R.P.M Motor

BHP Function Area served

Centrifugal 3 2.0 74 1450 30 Clear water



GST near Railway line, Rasheed abad W/Works Mahajar Colony, Ghausia Colony

1 30’×15’

Centrifugal 1 1.0 80 1450 15 Raw water

Filter beds


OHR near National Bank of Pakistan

2 14’×10’


OHR near National Bank of Pakistan

3 10’×10’ Centrifugal 2 1.0 170 2950 40 Clear

water

Fuaji colony Housing Colony Chak no 10

(II) Allahabad Minor Water Works

• Tube Wells

No. of T/wells = 3 (Installed at left bank of Maitla Minor)

Type of pump = Vertical turbine

Design Discharge = 1.0 cusec

Actual Discharge = 0.5 cusec

Head = 190

RPM = 1450

Motor BHP = 40

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• Transmission Main

S.N Reach Length (Rft) Dia Kind of

pipe Present Status

1. TW-1 to T-main 382 8” A.C Working 2. TW-3 to TW-2 610 6” A.C Bursting when t/well no3 is

operated & hence closed 3. TW-2 to T-main 1265 8” A.C Working 4. Allahabad water works to

bifurcation point for Kachi Mandi (Point A)

24000 14” A.C Working

5. Point-A to Railway Crossing 6000 14” A.C Working 6. Railway crossing to railway

water works 2950 12” A.C Working

7. Railway w/works to main water works


8. Railway crossing to w/works Rasheed abad


9. Air valves 16 nos - - Partially working 10. Non return valves Nil - - Non existent

Total length 41957

(III) Other City Water Works Pumping Machinery

S.N Water works

G.Storage Tank

capacity (gallons)

O. Head reservoir capacity (gallons)

Discharge (cusec)

Head (ft)

R.P.M BHP No. of pumps

Pump house size

Present status

1. Kachi Mandi 70000 20000 0.25 170 2950 15 2 16’×12’

Under construction not completed yet

2. Rashid abad 70000 20000 0.5 170 2950 15 2 12’×10’ Operational

3. Near Railway station

70000 50000 1.0 1.0 1.0

105 94-112

1450 1450 1450

30 30 25

1 1 1

12’×10’ Operational

4. Near National Bank

- 50000 - - - - - - Operational

Total 210000 140000 - - - - - -

(IV) Rising Main from Main Canal Water Works to other City Water Works

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S.N Description Size Kind of pipe Length in ft 1. Main water works to railway water works 8” CI 4590 2. Main water works to OHR National Bank 10” AC 2950 3. Main water works to Rashid abad water

works 6” AC 4260

4. Main water works to Fauji colony water works

8” AC

(V) Distribution system

A network of distribution system, ranging from 3” to 10” dia of AC/PVC & CI pipes, is existing in the town. The CI pipe lines being too old are leaking and contaminating the system by ex-filtration and infiltration. Number of complaints of mixing of sewer water with drinking water, have been reported. These pipe lines require replacement for putting an end to contamination of water.

Some recently built up area is without distribution system and the inhabitants are demanding the facility since long as sub soil water is not fit for human consumption.

2.3.3 Service Delivery Level Approximately 70% of area is served with the existing distribution system whereas rest of the population is required to be served with this facility. The production capacity of both the sources is much less as compared with the demand and hence water shortage is experienced in under-mentioned parts of the city in winter and the entire town in summer.

• Water Shortage Area The terminal pressure is low in the under-mentioned areas and the inhabitants are subjected to severe water shortage due to less production and low capacity rising mains.

1- Ghuasia Colony 2- Rashid Abad 3- Hakim Abad 4- Meher Abad 5- People Wala Karkhane 6- Farid Colony 7- Nai Abadi Pir Ahmed Nawaz shah 8- Haider colony 9- Chani Goth Chowk 10- Basti Ganjan 11- Muhallah Ghazi Khan 12- Muhallah Mashkoor Shah 13- Muhallah Balochan

The service delivery level in the entire town is very poor and the consumers complain about shortage of water, both in quantity & duration of the supply.

• Un-Served Areas The areas of the city, which have not been provided with the facility of water supply are enlisted as under:-

1- Nai Abadi Rizwan Kauda (Kachi Mandi) 2- Nai Abadi Farid Colony (Kachi Mandi) 3- Near Ithad Cotton Factory 4- Younisabad (Kachi Mandi) 5- Basti Khaki (Kachi Mandi) 6- Basti Haji Nazar (Kachi Mandi) 7- Abu Bakar Colony (K.M)

2.3.4 Supply Hours The water supply hours in different parts of the city are described as below:-

• Kachi Abadi = 4.5 hours / day

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• Rest of the area = 6 hours / day

2.3.5 Operation of Tube Wells The tubes wells at Allahabad are being operated 18 hours/day. Water is collected into clear water tanks of various water works in the city and pumped to the city in above mentioned supply hours. The water table at tube well site has gone down & presently tube wells are yielding half of designed discharge resulting in acute water shortage.

2.3.6 Water Quality • Chemical Quality

The water taken from canal is not properly filtered and raw water from the sedimentation tanks is being pumped into the distribution system. This water is turbid and people are not ready to use it. However the TDS value of this water ranges from 230 ppm to 250 ppm. The quality of water being yield by t/wells installed at Allahabad water works, tested recently is given below.

Tube well No. TDS (PPM)

1 460 2 470 3 Not working

• Bacteriological Quality

Due to rusting and scaling of CI distribution lines, the quality of water supplied to consumers is not good at some places about 50-70 complaints / month are received by TMA indicating mixing of water with drinking water due to leakage of rusted & outlived CI pipes. Replacement of these pipe lines is required to eliminate the contamination of water.

The site visit revealed that all Govt. offices, courts, residence of judges and other offices, hospitals, colleges, schools and other Govt. functionaries are located at the southern side of “Pucci Mandi” where no distribution lines have been provided. As such all these premises, buildings have been given connections from the rising mains. Therefore, all water quantity pumped from main

2.3.7 Existing Water Production (i) Main Water Works

S. No.

Rising Main dia.

Area served Discharge cusec

Working hours / day

Total Production

(Glns. / day)

1- 8” Fauji Colony Islam nagar etc 1.5 6 202500

2- 6” Rasheed abad 0.75 6 101250

3- 10” National Bank OHR 2 6 270000

4- 6” Housing Colony 0.75 6 101250

5- 8” Railway Colony 1.5 6 202500 Total 877500

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water works is not reaching the ground storage tank or overhead reservoirs for supply to the general public. It is safely assumed that 50-60% of this pumped water is being used by these institutions with its complete abuse for sprinkling, watering the lawns, growing vegetables and irrigating parks & horticulture.

Water reaching consumers = 40% = 351000 GPD = 0.35 MGD

(ii) Tube Wells

No. of Tube wells in operation = 2

Discharge actually measured = 0.50 cusec

Working hours/day = 16

Total daily production = 36000 GPD

= 0.36 MGD

Total production from both sources = 1.24 MGD Total production reaching consumer ends from both source = 0.35 + 0.36

= 0.7 MGD

(iii) Per Capita Production

Estimated present population = 46013 persons

Supply / capita / day = 15 GPCD

It is much less than the designed production of 40 GPCD

2.3.8 Production Capacity The maximum production capacity of both of the sources has been worked out by taking under-mentioned factors into account:-

(i) The filtration rate for the slow sand old filter beds has been taken as 40 gallons / sft / day.

(ii) The working hours of the tube wells installed at Allahabad water works have been taken as 16 hours/day.

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(iii) The existing tube wells were designed for 1.0 cusec discharge. The sub soil water level has gone down by 5-10 ft and the discharge has been reduced to ½ cusec. With lowering of pumps setting by 20 ft, it is expected that the tube wells will yield 0.75 cusec of water. It is concluded that it is not possible to get one cusec discharge from existing limited aquifer, and the designed discharge of new tube wells should not

exceed 0.75 cusec. Some reduction in specific capacity of existing tube wells due to faulty construction is also noticed.

Total possible production

• From Filter Beds = 90 × 40 ×40 × 6 = 864000 GPD • From tube wells = 3 × 16875 × 16 = 810000 GPD

Total = 1674000/- = 1.67 MGD

2.3.9 Chlorination No gas chlorinators are available. However bleaching powder is added into clear water tanks or over head reservoirs during rainy season. No regular chlorination is carried out.

2.3.10 Consumer Data • Service Connections & Tariff

Domestic

Ferrule Size Tariff/Month No. of Connection Total Amount Billed

¼” 40 3496 1,678,080

½” 55 21 13,860

¾” 190 2 4,560

Total 3519 1,696,500

Commercial

¼” 75 37 33,300

½” 130 36 56,160

¾” 385 2 9,240

1” 550 5 33,000

3” 5700 1 68,400

Total 81 200,100

Grand Total 1,896,600

• User Charges Recovery

Total billed amount in year------------ 2004-5 Rs. 1896600 Total recovery in year ------------------2004-5 Rs. 471003

% Recovery = 24.84%

• Revision of Tariff

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The tariff was revised in the year 2001 and presently there is no proposal for the revision of tariff in the near future. However revision can be considered after improvement of the system.

2.3.11 O&M Financials • O&M cost (year 2004-2005)

Establishment charges Rs. 2,940,776 Electrical charges Rs. 1,644,121 Repair & Maintenance Rs. 220,548 Miscellaneous Rs. -

Total Rs. 4,805,445 Recovery 2004-05 Rs. 471,003 Ratio of recovery / O&M charges 10% If full recovery is effected with 20% delinquency factor, total expected recovery

Rs. 1,517,280

Expected % recovery / O&M charges 32%

2.3.12 O&M Management

The scheme is presently managed by TMA through under-mentioned staff.

S.N Description of post B.S Budgeted Strength Actual Strength 1. Supervisor 11 1 1 2. T/well/pump operators 5 10 8 3. Plumbers 1 2 2 4. Electrician 5 2 2 5. Helpers 1 2 2 6. Chowkidar 1 3 3 7. Baildar 1 4 4 8. Oil man 1 6 6

Total 30 28

2.4 NEEDS The town is situated in brackish zone and inhabitants have to depend upon public water supply system due to non availability of fresh water from any other source. Hence, provision of potable water, to each citizen of this town, falls as 1st priority of TMA Liaqatpur. The rate of growth of this town is too high perhaps due to urbanization and with the further increase in population; the problem of drinking water is bound to form a very critical issue. Further more with the raising of living standards of the people, the need of water is increasing day by day. Hence TMA is worried to resolve this problem as soon as possible.

2.5 PROBLEMS The major problem of the town is the non availability of fresh water from sub soil strata.

2.5.1 Physical Problems

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• Non Treatment of Raw Canal Water

The canal water is turbid and requires extensive care, and money to produce water of standard quality. Hence TMA is not able to purify it to the standard level and the consumers are always complaining about the poor water quality. TMA is not giving proper attention and priority to this issue.

• Misuse of Rising Main

The rising main for Rasheedabad water works has been connected with distribution system at number of places. Hence no water is reaching in GST of Rasheedabad, resulting in non operation of this station. This is creating shortage in its served area as most of the water produced from tube wells is consumed in Kachi Mandi.

• Misuse of Water

All Govt. offices, residences and influential persons have been connected directly with rising mains and they are taking 50-60% of water pumped in these rising mains. As such 40-50% of water is reaching the consumers and rest is being used by these institutions for drinking, watering the lawns, horticulture, growing vegetables, irrigating parks and also being wasted without use. TMA inspite of heavy expenditure of electric bills is not able to provide this water to its consumers. This amounts to mismanagement of water supply system and causes water shortage in the town.

• Unauthorized Extension of Water Supply to Chak No. 10-A.

Chak No.10-A, situated on the south of the town is equipped with its independent water supply system with canal water treatment works. The source of this system has been closed and water supply has been extended to this system from main water works of the city. The consumers are not paying any user charges and water is being supplied free of cost. This is causing water shortage in the town.

• Costly Pumping from T/well Source

The T/well source is located 7 km away from the town and pumping of water from this distance is quite costly.

• Poor Recovery of User Charges

TMA has got no effective system of recovery of user charges and hence can not generate required revenue to make the O&M break-even or to spend on improvement of the system.

2.5.2 Funding Problems TMA Liaqatpur with its weak financial resources, is unable to improve and extend the water supply system to cope up with ever increasing demand of fresh water in the town. Provincial Govt. has also limited resources to bridge this gap in all the towns of the Punjab. As such dire need of funding from some external source is needed to meet the requirement of public in this town.

2.6 IMPROVEMENT REQUIRED WITH JUSTIFICATION For meeting the demand of the people, the undermentioned improvement and extensions in the existing water supply infrastructure are required.

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• The Source

The existing source of water is inadequate to meet the required quantity of water and it has to be improved & extended to meet the demand up to year 2016.

• Elimination of Wastage of Water

As explained earlier, lot of wastage of water (50-60%) is being done by providing direct connections from rising mains. This needs to be eliminated by providing distribution network for all institutions / office / residences and connecting it to main distribution system. Raw water network for watering lawns, horticulture, parks etc can be provided separately and connected to a pumping unit in main water works which can be deployed only for pumping raw water into this system. This is not a costly option as adequate pumping machinery is available in main water works and length of raw water network involved is not of the extent to cost heavily. This will save treated water and also wastage of water used for above mentioned purposes, will be eliminated.

• Water Transmission Pipe Lines

For the required production, explained above, the transmission main from tube wells to the city water works and the rising main from canal water works to the city water works have insufficient capacity to transmit required demand of water to various parts of the town. As such the capacity of these mains will have to be improved / increased, or additional mains will have to be laid.

• Ground Storage

The ground storage provided already at various water works in the town is also not adequate to store such quantity of water at night which can be used at day time to meet the peak hour demand. Hence, new storage at various points will have to be constructed as per peak hours demand of each area.

• Pumping Capacity

The pumping machinery existing in the town water works will be studied with regards to its adequacy for production of water as per demand of that area. If found inadequate at certain water works, it will be improved / extended.

• Distribution System

(i) Replacements

A close study of existing distribution network needs to be carried out to find out:- - Leaking & rusted CI pipe lines responsible for contamination of water. - Under-sized/ under-capacity pipe lines responsible for water shortage.

The pipe lines will be replaced with pipe lines of appropriate size to end both the above mentioned problems.

(ii) New Distribution System

New network will be laid in those parts of the town which are un-served presently. This may involve the modification of pipe sizes in the existing surrounding area.

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• Chlorination Facilities

Hypo chlorinators will be provided at each city water works for effective chlorination of water. Gas chlorination is not possible due to high cost, difficulty in maintenance & expected gaseous hazards.

• Bulk Water Meters

No system of measurement of discharge in available at present. Bulk water meters will be provided at each rising main and tube well to asses the discharge and daily production.

• Service Connections

Some of the existing service connection are installed with very poor quality pipes and materials and are a major source of contamination of water. Such poor quality connections will be replaced by proper service connections with standard durable material by TMA through consumers.

2.7 THE SUB-PROJECT

2.7.1 Description The sub-project aims at improvement / extension of water source transmission facilities, pumping facilities, storage capacity, and distribution system and service connections, to supply required quantity of water with good quality. It will involve the study of all the above described components, finding the gaps between the existing facilities and requirement of the town and providing the additional facilities required to cope up with the demand.

2.7.2 Proposed Design (A) Population and water demand

(i) Population Growth

The growth of population in this town is very high (4.61% per annum based on 1998 census) as compared with normal growth rate of the country. This may be due to high urbanization of this town in the period between 1981 to 1998 which may not continue further. It is anticipated and assumed that the average growth rate in future may be lesser. As such following assumption have been made in projection of population beyond year 1998.

Annual Growth Rate From Year 1998 – 2006 4.3% Year 2006 – 2011 4.0% Year 2011 – 2016 3.75% Year 2016 – 2021 3.5% Year 2021 – 2026 3.25%

(ii) Projected Population and Water Demand

Year 1998 2006 2011 2016 2021 2026 Population 32858 46017 55987 67302 79934 93795 Water consumption GPCD - 40 40 40 40 40 Av. Day demand MGD - 1.84 2.24 2.69 3.20 3.75 Max. day demand MGD - 2.76 3.36 4.03 4.80 5.62

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(B) Source Capacity

Existing production capacity of source if the filter beds are renovated/ rehabilitated and column pipe of pumps in T/wells is increased by 20 ft.

= 1.67 MGD

As proposed by Pakistan Council for Research of Water Resource (PCRWR) 1.0 cusec tube wells can be installed at the site of old tube wells i.e. near Allahabad Town. The aquifer is limited upto 120-130 feet depth and beyond that clay with brackish water is intercepted. After observation of existing three nos. tube wells, it is concluded that the water table has depleted by 5 to 10 ft and discharge of these tube wells has reduced to 0.5 cusec with 46 ft pump setting. We can get a maximum discharge of 0.75 cusec with addition of 20 ft column pipe. Hence it is proposed that the new T/wells should be designed for 0.75 cusec with spacing of 750 ft and 16 hours pumping per day. However for this purpose the behavior of existing tube wells after addition of 20 ft column pipe should be studied to assess the discharge and draw down.

(C) The Proposal

It is proposed to install additional tube wells along the Maitla Minor at Allahabad water works to meet the additional demand of water. Additional transmission main will be laid to carry water from new tube wells to existing water works in the town for distribution. New water works need to be added in the city for newly developed colonies/settlements and to cover the water shortage areas. The existing treatment plant will be rehabilitated completely to put in proper operation. The yard piping and pumping units in the main canal water works will be studied, sketched and re-planned to pump required demand to various portions of the city. Enough pumping capacity is available in this water works but it is not optimally used, creating inequitable distribution to various parts of the city. It will be re-planned and reinstalled in such a way to give maximum benefit to all parts of the city. A separate rising main needs to be laid from main canal water works to Rasheedabad water works.

(D) Additional Requirement

Years 2006 2011 2016 2021 2026 Max. day demand (MGD 2.76 3.36 4.03 4.80 5.62

Additional requirements (MGD) 1.09 1.69 2.36 3.13 3.95

Required discharge per hours (GPH) 68125 105625 147500 195625 246875

No. of Tube well (0.75 cusec) 4 6 9 12 15

(E) Distribution system

• Replacement of Old CI Pipe Line

It is proposed to rehabilitate the existing system by replacement of old CI rusted & scaled up pipe line which are leaking and contaminating the water.

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• New Pipe Lines

New pipe lines will be added in the un-served areas. • Additional Feeders

New feeders will be added to those areas where there is water shortage because of low capacity pipelines.

(F) Hypo chlorinators

Hypo chlorinators will be added at all city water works to mix bleaching powder solution to water in ground storage tanks. The location will be as under:-

(i) Main water works = 1 No.

(ii) Railway Colony water works = 1 No.

(iii) Rasheedabad water works = 1 No.

(iv) Kachi Mandi water works = 1 No.

(v) Hakimabad water works = 1 No. Total = 5 Nos.

(G) Bulk Water Meters

Bulk water meters will be installed with each tube well to measure the discharge of each tube well

from time to time, as under:

(i) For old tube wells = 3 Nos. (ii) For new Tube wells = 9 Nos.

Total = 12 Nos.

(H) Power Connections

Power connection for Tube wells

50 KVA Sub Station

With 11-KVA Lines = 9 jobs

Power connection for city water works

With 50-KVA Sub Station = 3 Nos.

With 25 KVA Sub Station = 2 Nos.

Total = 5 Nos.

2.8 SITE SUITABILITY

For Tube Wells

The land for tube wells will be purchased by TMA Liaqatpur. Land is readily available and can be purchased. No problem will be experienced in this purchase.

For Transmissions Main

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• The collector main will be laid in the ROW of Irrigation Deptt with its approval.

• Transmission main will be laid along the Allahabad Road where existing 14’’i/d transmission main is already working. It will be laid in ROW of Distt. Govt. road and no problem will be experienced as Distt. Govt. is already very keen for implementation of the project.

For City Water Works

The land for ground storage tanks, overhead reservoirs and pump houses are available in all existing & newly proposed water works. Hence no problem in execution of the works will be experienced.

2.9 IMPLEMENTATION PERIOD

The sub-project will be executed in two phases keeping in view the financial position of TMA. The implementation for both of these phases will be:-

Phase-I 18 months Phase-II 12 months

2.10 PROPOSED DETAILED DESIGN AND CONSTRUCTION SUPERVISION

The feasibility studies, detailed design & preparation of bidding documents will be prepared by consultants. The execution will be carried out through TMA staff, by inviting National Competitive Bidding. The resident supervision will be conducted by consultants.

2.11 PROPOSED PLAN FOR DESIGN AND CONSTRUCTION

The proposed plan for design and supervision of this sub-project has been given in Annex-C for Phase-1, in the form of Bar Chart.

2.12 OPERATION AND MAINTENANCE IMPLICATIONS

The existing scheme is being maintained by TMA Liaqatpur, through its own staff. The expenditure for year 2004-05 on O&M of this facility was as under:-

• Establishment Charges = Rs. 2,940,776 • Electric bills = Rs. 1,644,121 • Repair Charges = Rs. 220,548

Total O&M Cost = Rs. 4,805,445

2.12.1 Expenditure on Services (Maintenance Only) 2004-05

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S. No. Source Services Establishment Total

1. Water supply 1,864,669 2,940,776 4,805,445

2. Sewerage 353,965 1,051,401 1,405,366

3. Roads 75,455 2,373,333 2,448,788

4. Street Light 889,176 273,061 1,162,237

S. No. Source Services Establishment Total

5. Fire Brigade 137,091 1,403,175 1,540,266

6. Sanitation & drains 273,790 5,548,138 5,821,928

7. Misc. 44,270 44,270 Total 3,638,416 13,589,884 17,228,300

(i) Generation of User Charges

The existing service connections along with tariff schedule and billed amount for year 2004-05 indicate that the recovery percentage is too low because consumers are not getting water because of perpetual shortages. Citizens are also questioning the quality of water, being turbid because of non treatment and also contaminated in some parts of the town due to rusted & scaled up CI pipe lines. The consumers are ready to pay if they are given potable water in adequate quantity as there is no other source of drinking water except some shallow hand pumps installed near minors and water courses.

(ii) O&M cost after completion of the sub-project

The operation & maintenance cost after completion of this sub-project alongwith the generation of user charges for different years upto year 2016 have been worked out in Annexure-D. The comparison between the two is reproduced as under:

(million rupees)

TMA is charging different rates for various sizes of ferrules as given in the preceding pages, for domestic as well as commercial consumers. This is very rational. The average rates at which the O&M cost will come to break-even are given below:

Domestic = Rs. 180 per month / connection Commercial = Rs. 1000 per month / connection However TMA will have to bear a minor deficit from year 2008 to year 2014 (reducing with passage of time) from its own sources.

Years O&M Cost Revenue Generation Deficit / Surplus 2008 9.28 6.18 (–) 3.1

2011 11.79 10.72 (–) 1.07

2014 14.75 14.38 (–) 0.37

2016 18.88 18.94 (+) 0.06

36

2.13 SUB-PROJECT COST The cost of the sub-project has been worked out to be Rs.102.74 Million i/c contingencies, provisional sums, consultancy, design and supervision charges detailed at Annexure-G.

Cost of Phase -I of the sub-project is Rs. 70.16 Million. Phase-II will be worked out subsequently when TMA wants to execute that sub-project. Scope of the work for Phase-I&II is given below:-

Sr. No. Description of Works Unit Capacity / Size Phase-I Phase-II Total

1. Tube wells Nr 0.75 cusec 5 4 9 2. Pump House for tube wells Nr 10’ × 10’ 5 4 9 3. Pumping Machinery for

tube wells Sets 0.75 Cfs.

260’H, 40 HP 5 4 9

Rft 6’’ PVC-C 150 200 350 ’’ 8’’ PVC-C 800 800 1600 ’’ 10’’ PVC-C 610 750 1360 ’’ 12’’ PVC-C 1265 750 2015 ’’ 14’’ PVC-C 750 750 1500 ’’ 16’’ PVC-C 14875 - 14875 ’’ 16’’ PVC-B 20000 - 20000

4. Transmission Main (tube wells source)

’’ 12’’ PVC-B 3500 - 3500 5. Rising Main (canal source) Rft 10’’ PVC-B 4260 - 4260 6. Ground Storage Tanks Gallons - 200000 350000 550000 7. Overhead Reservoir Gallons - - 50000 50000 8. Pump house for Town

Water Works Nr Nr

12’ × 20’ 12’ × 10’

2 1

- -

2 1

9. Town Pumping Units Sets 1Cfs, 120’H 4 4 8 10. Yard piping for Town

Water Works L.S(Rs.) - 300000 300000 600000

11. Bulk water meter: For new tube wells For old tube wells

Nr Nr

6” dia 6” dia

5 3

4 -

9 3

12. Hypo Chlorinators Nr 5 - 5 13. Railway Crossing L.S(Rs.) - 500000 - 500000 14. Improvement of existing

transmission main L.S(Rs.) - 200000 - 200000

15. Rehabilitation of existing filter beds & civil structures yard piping

L.S(Rs.) - 1500000 1500000 3000000

Nr 50-100 KVA 5 4 9 16. External Electrification (Town W. Works) Nr 50-100 KVA 2 3 5

Rft 3’’dia PVC-B 20000 32305 52305 ’’ 4’’dia PVC-B 12500 13860 26360 ’’ 6’’dia PVC-B 10000 11270 21270 ’’ 8’’dia PVC-B 8700 - 8700 ’’ 10’’dia PVC-B 1125 - 1125

17. Distribution System

’’ 12’’dia PVC-B 870 - 870

37

3. ENVIRONMENTAL & SOCIAL ISSUES

3.1 ENVIRONMENTAL ISSUES

There will be some temporary/short term environmental impacts due to the implementations of the sub-project, which can be mitigated / minimized by adopting proper mitigation measures.

A small portion of agricultural land (0.02 hact.) is required for installation of new tube wells. This conversion of land use is not so much significant as compared to the positive impacts of the sub-project on the citizens of the town as due to availability of fresh water, the health standard will be improved and water born diseases will be reduced.

The drawdown of ground water due to extra pumping of new tube wells will be recharged by canal and River water.

Only a few trees have to be cut for execution of the sub-project. This impact will be minimized by replanting at least two trees for each tree cut as replacement.

During construction phase, it is envisaged that noise, vibration, dust pollution (due to excavation and unloading of materials) and gaseous emissions may be generated. These impacts will be mitigated by using the machinery and equipment of good condition, by proper maintenance of vehicles/machinery and sprinkling of water on excavated material and stock of construction material. In spite of all these measure, the residents will be provided with advance warning of construction activities.

To avoid the accidental damage or disturbance to other utilities / service lines, the existing utility maps will be consulted. Coordination between different utility departments will also be maintained to get details of existing utilities before starting of work.

The vehicles carrying construction materials will not be allowed to enter the city during rush hours to avoid traffic disturbance. Access of vehicles to shops and dwellings will be ensured by the contractor.

The detailed studies will be included in the feasibility report.

The checklist for environmental issues is attached at Annex-E.

3.2 SOCIAL ISSUES No significant social issues will crop up due to the execution of the proposed sub-project. Some small tracts of land are required for installation of new tube wells. This land will be purchased according to provision of PLGO from four (04) owners, who are ready to sell their land for this purpose. The cost of land will be included in the sub-project cost. No resettlement issue is involved in this sub-project as no body has to be displaced for the implementation of the sub-project.

The checklist for land acquisition/ social issues is attached at Annexure-F.

3.3 SOCIAL BENEFITS

• With the availability of safe drinking water, the water-borne diseases will be eliminated / reduced.

• It will cut down the cost of curative medicine and will save a lot to the public exchequer.

38

• The working capacity of the people will improve.

• The working man days will be saved due to reduction of diseases, thus helping in improvement of national economy.

• It will help to a major extent in promotion of preventive medicine.

3.4 RECOMMENDATIONS

• The sub-project is financially viable and technically feasible. • TMA is capable to maintain it, provided it improves its revenue generation structure and

takes all measures for proper management, detection and regularization of consumer connections.

• The sewerage system be improved and left over area be provided with sewerage system to drain off waste water which would be generated after completion of this sub-project.

• Capacity of TMA needs to be built up in the under mentioned sectors:-

(i) O&M of water supply & sewerage system (ii) Detection, regularization of connections and billing process, recovery of arrears

and user charges. (iii) Replacement of sub standard consumer connections.

• O&M of this scheme be given top priority over all other issues and Nazims & key officials be sensitized about this issue.

• The consultants will collect site data, test the existing tube wells for various important parameters like discharge and drawdown and work out the capacity of new tube wells in light of the pumping test of existing tube wells. The data given in this FAR is approximate and will not form the basis of the detailed design & feasibility report.

39

• Consultants would prepare a comprehensive feasibility and detailed design after thorough study of existing water supply system and evaluating alternate sources, and will prepare the most cost effective source on capital as well as maintenance.

Annexure-A

Location Map

Taxila

Pindi

Shorko

Liaqatpur

Selected

TMAs

i

#

#

###

#

&V

&V

&V &V

&V

Near NBP

Railway Colony Water Work

16" PVC

1 0"

PVC

12" PVC

10" P

VC

16" P

VC

Kachi Mandi Water works

GST

GST

70000 GLNS

OHR

GST (3NoS)

Dis

tanc

e be

twee

n ea

ch tu

bewe

ll 75

0 fe

et

SEEP

AGE

DRAI

N

Tube

wells

MAI

TLA

MIN

OR

6"6"

6"6"

14"16"

16"

8"10"

12"

8" A.C

12" A

.C

14" A

.C

14" A.C16" PVC

6"

50000 GLNSOHR

OHR50000 GLNS

50000 GLNSOHR

GST100000 GLNS

50000 GLNSOHR

MAI

N RO

AD

TO C

HAN

I GO

TH

TO K

HAN

PUR

Inter Connection

TO R

.Y.K

HAN

TO B

AHAW

AL P

UR

RAIL

WAY

TRA

CK

16"

1

2

3

45

67

89

10

1112

Phas

e I -

5 N

osPh

ase

II - 4

Nos

ALLAHBADW/WORKS

2 R MINOR

50000 GLNSGST

150000 GLNS

8" C

.I

10" A

.C

10" A.C

8" A.C

6" PVC 6" A

.C

Housing Colony

Water works

Wa t

er C

ours

e

RasheedAbad w/works

70000 GLNSGST

6"

6"

6"

8"

10"

12"

14"

100000 GLNSGST

50000 GLNSGST

LEGEND1. Existing System

Main Canal worksT/wellsGround StorageOHR

2. PROPOSED SYSTEM

T/wells

OHR

T/mains

GST

Phase 1 Phase 2259000 GLNS

w/works

Water Supply Network Liaquat Pur Annexure-B

Page ii

PMDFC

Annexure C-I

May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun

1Feasibility Studies, Preparation of detailed design & bid documents

2 Invitation & receipts of bids, award of work

3 Contractor Mobilization

4 Installation of Tube wells

5Construction of Pump houses and installation of pumping machinery

6laying of transmission main

7Construction of ground storage tanks & pumps houses

8 Installation of pumping machinery in city water works

9 Laying of Distribution system

10 External electrification

11 Testing & Commissioning

12 Execution Period (Month Nos.) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

Year 2008

Name of the Project: Extension / Improvement of Water Supply Scheme Liaqaut Pur (Phase - I)

PROJECT IMPLEMENTATION PERIOD

Year 2006ActivityNr.

Year 2007

iii

Annexure C - II

PROJECT IMPLEMENTATION PERIOD

Name of the Project: Extension / Improvement of Water Supply Scheme Mailsi District Vehari (PHASE - II)

Nr. ActivityYear 2008 Year 2009

Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

1 Invitation of tenders and award of contract

2 Contractor Mobilization

3 Installation of tube wells and construction of pump houses

4 Installation of pumping machinery

5Construction of over head reservoirs

6Laying of distribution system

7 External electrification

8 Commissioning & Testing

9 As Built Drawings

10 Others

11 Execution Period (Month Nos.) 1 2 3 4 5 6 7 8 9 10 11 12

iv

Annexure-D

OPERATION AND MAINTENANCE COST & GENERATION OF USER CHARGES

A. Operation & Maintenance Charges

After completion of Scheme O&M charges have been worked out as under:- (i) Establishment Charges

Sr. No

Description of post Nos. Monthly Salary

Total cost / annual

Tube wells 6 4000 288000 1. Pump operators Town Water Work 10 4000 480000

2. Chowkidar 5 3500 210000 3. Plumber 2 5000 120000 4. Electrician 1 5000 60000 5. Helpers 3 3500 126000 6. Baildar 5 3500 210000

Total 32 1494000 Say 1.49 million

(ii) Electrical Charges Total BHP to be consumed

Tube wells (40 × 12) = 480

Main Water Works (AV) = 150

Kachi Mandi = 100

Railway Colony = 50

Rasheed abad = 30

Hakim abad = 50 Total = 860

Electric Bills

Year Total BHP

installed

Working hour/day

Units consumed /day with 80% operation

Cost/unit Cost/day Cost/annual

million Rs.

2008 860 8 4106 Rs. 5 Rs. 20530 7.49 2011 860 10 5132 Rs. 5 Rs. 25660 9.36 2014 860 12 6159 Rs. 5 Rs. 30795 11.24 2016 860 16 8212 Rs. 5 Rs. 41060 14.98

v

Annexure-D

Total O&M Cost

Year Establishment charges

Electrical charges

Repair charges Total

2008 1.49 7.49 0.3 9.28 2011 1.90 9.36 0.50 11.76 2014 2.50 11.24 0.8 14.54 2016 2.90 14.98 1.00 18.88

B. Generation of User Charges

Assumed Connectivity = 90% No. of person/house = 8

Domestic Connections Commercial Connections

Year Nos Proposed

rate / month

Total revenue / annual

Nos. Proposed rate per month

Total revenue

per annual

Total income

Remarks

2006 3519 40 1.69 81 200 0.20 1.89 Actual 2008 5500 80 5.28 150 500 0.90 6.18 Projected 2011 6600 120 9.50 170 600 1.22 10.72 Projected 2014 7100 150 12.78 190 700 1.60 14.38 Projected 2016 7600 180 16.42 210 1000 2.52 18.94 Projected

vi

Annexure-E

vii

ENVIRONMENTAL MANAGEMENT PLAN FOR E-2 CATEGORY PROJECTS

I. Environmental Assessment Yes No If Yes, Specify Details Environmental Management Measures

1. Will the project involve any of the following changes in landuse classification?

i. Conversion of recognised environmentally/ historically/culturally sensitive land to any other

√

ii. Conversion of open/recreation areas to commercial/industrial residential use?

√

iii. Conversion of agricultural land to any other use? √

iv. Conversion of residential/industrial areas to industrial/commercial use?

√

v. Any other? (please specify) √

2. Will the project create risk of contamination of ground/surface or drinking water, due to:

i) Effluents or leachates √

ii) Due to leakages √

iii) Any other? (please specify) √

3. Will the project increase or decrease?

i) Depth of GW table √

ii) Flow/quantity in water bodies √

Small lowering of water tube will occur due to pumping

It will be recouped by canal & river recharge

4. Will the project have any possibility of water-logging? √

5. Will the project cause any air pollution? √

6. Will the project cause noise pollution? √

7. Will the project generate solid waste? √

8. Will the project result in cutting of trees? √ Some trees may be cut for execution

New trees will be planted for replacement

9. Will the project damage or disturb other service lines?

i) Water supply lines √

ii) Electric cables √ iii) Roads √ iv) Telephone cables √ v) Any other (please specify) √

Any of the given facility may be damaged due to execution of trenches. All Deptts, will be collaborated & efforts will be done to have minimum damages. However incase of damage it will be immediately repaired & facility restored

10. Will the project cause any health hazard? √

11. Will the project create smell and/or smoke? √

12. Project cause any effect on flora and fauna? √

Annexure-F

Land Acquisition and Resettlement Impacts Checklist

1. Name of Subproject: Improvement/Extension of Water Supply Liaqatpur

2. TMA name: Liaqatpur 3. Sub-project Location (include map/sketch): map included 4. Proposed Date of Commencement of Work: Nov. 2006 5. Technical Drawings/Specifications Reviewed (circle answer): Yes--- No--- under preparation 6. Will the sub-project involve land acquisition or demolition

of existing structures? Yes/No, If yes, provide details. Yes

Land requirement for the sub-project (Ha): o (a) Prov. Govt. __x__ ha (b) Private 0.02 ha (c) TMA _x ha o (b) Community/ Religious Land __x___ ha (e) Other ___x____ ha

7. Current land uses of the above affected lands: (use) ______ (ha) ____8. Existing users:

a) Number of Customary Claimants: x b) Number of Squatters: x c) Number of Encroachers: x d) Number of Owners: 4 e) Number of Tenants: x f) Others (specify) x g) Common facilities affected: (Describe) x

9.Whether any common facilities or other structures affected due to acquisition of above lands:

10. Type of Plan required; (a) S 1 Resettlement Plan (b) S 2 Abbreviated Plan Not required (c) No Plan required 11. SMP Date --------------- submitted:

Have census, surveys and analysis identified all significant social impacts and affected people, and provided sufficient information for realistic plans? No people affected

Is draft SMP ready for disclosure? List consultations to date (dates, places, attendance, issues raised and project response): NIL

Is SMP adequate to mitigate all significant impacts? NA Are M&E mechanism sufficient to detect and correct likely problems?

No problem 12. Recommendation for Clearance and any Conditions required: No clearance

required Signed by M (E&S) Name: ______________________ Title: ______________________ Date: ______________________

viii

Qty. Cost/Unit Total Cost Qty. Cost/Unit Total Cost Qty. Cost/Unit Total Cost1 Tube well Nos. 5 320,100 1,600,500 4 320,100 1,280,400 9 320100 2,880,900

2 Pump House Nos. 5 129,360 646,800 4 129,360 517,440 9 129360 1,164,2403 Pumping Machinery Sets. 5 1,011,800 5,059,000 4 1,011,800 4,047,200 9 1011800 9,106,200

Transmission Main6" dia.C Rft. 150 200 3508" dia.C Rft. 800 800 1600

10" dia.C Rft. 610 750 136012" dia.C Rft. 1265 750 201514" dia.C Rft. 750 750 150016" dia.C Rft. 14875 0 1487516" dia.B Rft. 20000 0 2000012" dia.B Rft. 3500 0 3500

S.Total Rft. 41950 36,859,643 3250 2,081,800 45200 38,941,443

5 Rising main (canal Source) Rft. 6260 1,483,000 0 6260 1,483,000

6 Ground Storage Tank Glns. 200000 22.50 4,500,000 350000 22.50 7,875,000 550000 22.50 12,375,0007 Over Head Reservoir Glns. 50000 70.00 3,500,000 50000 70.00 3,500,000

8 Pump Units for Town Water works Sets. 4 560,000 2,240,000 4 560,000 2,240,000 8 560,000 4,480,000

Pump House for Town Water works12' x 20' No. 2 568,400 2 568,40012' x 10' No. 1 151,900 1 151,900

10 Yard Piping for Town Water works Jobs 1 300,000 1 300,000 2 600,000

Bulk Water Meters For New Tube wells Nos. 5 45300 226,500 4 45300 181,200 9 45300 407,700For Old Tube wells Nos. 3 48800 146,400 - - - 3 48800 146,400

12 Hypo Chlorinators Nos. 5 30000 150,000 5 30000 150,00013 Railway Crossing L.S 500,000 L.S 500,000

14 Improvement of Existing Tube wells L.S 200,000 L.S 200,000

15Rehabilitation of Existing civil structures & yard piping

Jobs L.S 1,500,000 L.S 1,500,000 L.S 3,000,000

Distribution System3" dia.B Rft. 20000 32305 523054" dia.B Rft. 12500 13860 263606" dia.B Rft. 10000 11270 212708" dia.B Rft. 8700 0 8700

10" dia.B Rft. 1125 0 112510" dia.B Rft. 870 0 870

S.Total Rft. 53195 6,080,000 57435 4,170,000 110630 10,250,000External Electrification (For T.Wells) Jobs 5 1,322,000 4 1,057,000 9 0 2,379,000

(For Town w.works) Jobs 2 364,000 3 463,000 5 0 827,00018 Provisional sum L.S. 500,000 500,000 1,000,00019 Insurance charges L.S. 540,000 540,000 1,080,000

Total 64,938,143 30,253,040 95,191,18321 Consultancy Charges 5.40% 3,359,456 1,495,424 4,854,880

22 Add 3% Contingency from Item No.1 to 11 3% 1,866,364 830,791 2,697,155

Grand Total 70,163,963 32,579,255 102,743,218Amount in Millions 70.16 32.58 102.74

Annexure - GImprovement & Extention of Water Supply Scheme Liaquatpur

SUMMARY OF COST (Cost in Rupees)Sr.No. Description Unit

Phase - I Phase - II Total

17

16

9

4

11

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