Field Appraisal Report Tma Chakwal

FIELD APPRAISAL REPORT TMA CHAKWAL

Prepared by; Punjab Municipal Development Fund Company

August 2006

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 Status...... 5 1.4.2 Area/Demography ...... 5 1.4.3 Municipal Administrative Setup ...... 5 1.5 TMA STAFF PROFILE...... 5 1.6 INSTITUTIONAL ASSESSMENT...... 5 1.6.1 Tehsil Nazim Chakwal ...... 6 1.6.1.1. Profile ...... 6 1.6.2 TMO Chakwal...... 6 1.6.2.1. Complaint Cell...... 7 1.6.2.2. Dissemination of Information ...... 7 1.6.2.3. Performance Management System...... 7 1.6.2.4. Community Driven Development ...... 7 1.6.2.5. Monitoring Committees ...... 8 1.6.2.6. Computer Trainings...... 8 1.7 TOWN PLANNING ...... 11 1.7.1 Town Growth ...... 11 1.7.2 Status of Plans ...... 12 1.7.2.1. Mapping ...... 12 1.7.2.2. Building Control...... 12 1.7.3 URBAN PLANNING ...... 13 1.8 TO(R) Office...... 14 1.9 TO (F) OFFICE...... 16 1.10 Infrastructure & Services Office ...... 19 2. REHABILITATION / IMPROVEMENT OF EXISTING WATER SUPPLY SCHEME CHAKWAL...... 21 2.1.1 Sub Soil and Ground Water Conditions...... 21 2.2 RATIONALE OF THE SUB PROJECT ...... 21 2.2.1 Existing Sources of Water Supply ...... 21 2.2.2 Main Components of the Existing System...... 22 2.2.3 Water Service Areas...... 24 2.2.3.1 Areas Served ...... 24 2.2.3.2 Water Shortage Areas...... 24 2.2.3.3 The Un-Served Areas ...... 25 2.2.4 Production Capacity ...... 25 2.2.5 Existing Per Capita Production ...... 25 2.2.6 Chlorination...... 25 2.2.7 Consumers Data...... 26 2.2.8 Quality of Water...... 26 2.3 NEEDS...... 26 2.4 PROBLEMS ...... 26 2.5 JUSTIFICATION FOR IMPROVEMENTS...... 27 2.5.1 Additional Water Sources...... 27 2.5.2 Additional Storage & Pumping Machinery...... 27

2.5.3 Laying of New Feeders in Water Shortage Area ...... 27 2.5.4 New Distribution System and Replacements ...... 27 2.5.5 Metering Facilities...... 27 2.5.6 Water Disinfection ...... 28 2.6 THE SUB-PROJECT...... 28 2.6.1 Description ...... 28 2.6.2 Population Projection...... 29 2.6.3 Projected Water Demand ...... 30 2.6.4 Available Water...... 30 2.6.5 Additional Sources to be exploited...... 31 2.6.6 Proposal for this sub project...... 31 2.6.7 Kot Raja Dam Source...... 32 2.6.7.1 Proposal...... 32 2.6.7.2 Treatment Plant ...... 32 2.6.7.3 Hypo Chlorinators ...... 33 2.6.7.4 Clear Water Rising Main...... 33 2.6.7.5 Clear Water Pumping Machinery...... 34 2.6.8 Tube Well Source near Khokhar Zer Water Works...... 34 2.6.9 Improvement of Existing System in Chakwal City...... 34 2.6.9.1 Tatral Road Water Works ...... 34 2.6.9.2 Additional Requirement of Rising / Delivery Mains & Pumping Capacity...... 35 2.6.9.3 Proposed New Pumping Machinery...... 36 2.6.9.4 Installation of New Machinery...... 36 2.7 SITE SUITABILITY...... 37 2.7.1 Land for Treatment Plant at Kot Raja Dam Source ...... 37 2.7.2 Land for Water Works and OHRS in the City ...... 37 2.8 IMPLEMENTATION PERIOD ...... 37 2.9 PROPOSED DETAILED DESIGN AND SUPERVISION...... 37 2.10 PROPOSED PLAN FOR DESIGN AND CONSTRUCTION ...... 37 2.11 OPERATION AND MAINTENANCE IMPLEMENTATIONS...... 38 2.12 ENVIRONMENTAL & SOCIAL ISSUES...... 39 2.13 SUB-PROJECT COST ...... 39 2.14 SOCIAL BENEFITS...... 41 2.15 OTHER SUB PROJECTS PRIORITIES OF TMA CHAKWAL...... 41 2.16 RECOMMENDATIONS...... 41

2.18 ANNEXURE -A...... i 2.19 ANNEXURE -B ...... ii 2.20 ANNEXURE -C...... iii 2.21 ANNEXURE –D—D6 ...... iv--x 2.22 ANNEXURE -E ...... xi 2.23 ANNEXURE -F ...... xii 2.24 ANNEXURE –G—G2...... xiii--xv

1. INSTITUTIONAL DEVELOPMENT 1.1 BACKGROUND

TMA Chakwal has applied for funding from PMDFC for water supply sub-project. After initial desk appraisal, PMDFC field team visited TMA Chakwal for assessing its institutional and engineering capacity.

1.2 METHODOLOGY

Appraisal is based on interviews with TMA staff, 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 District Chakwal is a barani (rain-fed) district with mainly hilly terrain lying at the beginning of the Potohar plateau and the Salt Range. It is covered with scrub forest in the south-west and levelled plains interspersed with dry rocky patches in the north-east. It was raised to the administrative status of a district in 1985.Before that it was a Tehsil of district Jhelum. 1.3.2 Location Chakwal city is situated in plateau range of northern Punjab which is undulating in elevation between 1500 to 2500 ft above mean sea level. It is linked to Motorway (M-2) at a distance of 17 K.M via Balkasar interchange. The city is connected with (N-5) National Highway by Chakwal – Sohawa Road and Chakwal – Mandra Road. It is at a distance of 119 KM from Jhelum, 100 KM from Rawalpindi, 297 KM from Lahore. It was previously connected by Rail to other parts of the country through Mandra junction but later on this track was abandoned and removed (Location map attached at Annexure -A).

1.3.3 Area/Demography The district consists of an area of 6,524 square kilometres with a population of 1,083,725 as per DCR 1998. It has four Tehsils/TMAs. 1. Chakwal 2. Choa Saidan Shah 3. Tala Gang 4. Kalar Kahar The following are the demographic details of district Chakwal:

1981-98 Population 1998 Avg. Area Population Tehsil Population Avg. annual (sq.km.) Both Sex Urban 1981 Male Female density/sq. HH growth sexes ratio proportion km. size rate (%) Chakwal* 3,120 598,048 286,266 311,782 91.3 191.7 13.7 5.7 428,321 1.98 Choa Saidan 472 105,256 51,740 53,516 96.7 223.0 12.7 5.7 79,887 1.63 Shah Tala 2,932 380,421 180,243 200,178 90.0 129.7 9.9 5.8 267,392 2.09 Gang Kalar ------Kahar **

Source: District Census Report 1998, Population Census Organization, Statistics Division, Government of Pakistan, Islamabad. * It includes TMA Kalar Kahar. ** Kalar Kahar was notified as TMA in October 2005. Its separate demographic data is not available.

1.4 TMA/TOWN PROFILE

1.4.1 Municipal Status TMA Chakwal was notified as Small Town Committee in 1924; Municipal Committee (Grade II) in 1935 and Municipal Committee (Grade I) in 1985. After the implementation of Punjab Local Government Ordinance 2001, it was given the status of TMA.

1.4.2 Area/Demography Tehsil Chakwal spreads over an area of 3,120 square kilometres with a population of 598,048 (as per DCR 1998)*. It has 25 Union Councils, out of which 5 urban Union Councils constitute CO Unit Chakwal and the rest are rural Union Councils. Before carving out of Kalar Kahar, it had 38 Union Councils in total. 1.4.3 Municipal Administrative Setup The demographic detail of CO Unit Chakwal is as under: 1981-98 Avg. Population 1998 Population Avg. HH CO Unit annual growth 1981 size rate (%)

Both sexes Male Female

Chakwal 80,508 40,164 40,344 43,670 3.66 6.4

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

1.5 TMA STAFF PROFILE

Date of Sr. Service Experience Name Designation Joining Qualification # Cadre (years) TMA Iftikhar Ahmad 1 TMO March 2006 LCS B.A 16 Ailee B. Sc Civil 2 G. Qasim Khan TO (I&S) March 2006 PHED. 19 Engg

3 Tariq Aziz TO (P) Feb 2006 LCS B(Arch) 16

4 Mubarak Ali TO (F) May 2004 LCS BA 16

5. Vacant TO (R) - - - -

1.6 INSTITUTIONAL ASSESSMENT PMDFC team assessed the institutional capacity of TMA Chakwal for accomplishment of mandatory functions as per PLGO 2001 in general and of (I&S) office for execution of proposed water supply sub-project in particular. Based on discussions with the respective TMA staff, the FAR includes the proposed Performance Improvement Plan (PIP) for each TMA office. ------* It includes TMA Kalar Kahar.

1.6.1 Tehsil Nazim Chakwal 1.6.1.1. Profile TMA Chakwal is headed by Sardar Aftab Akbar Khan. Though it’s his first term in the office but he comes from a veteran and respected political family of Chakwal. He has excellent relations with district government that in turn helps in better coordination and team work for integrated development of Chakwal.

From the very outset, he took keen interest in PMSIP. He has been very cooperative and proactive in all PMSIP activities. His participation in PMDFC workshops/meetings is very regular. Being a seasoned politician he is well aware of basic needs of Chakwal in term of infrastructure and capacity building of TMA.

PMDFC team met the Nazim and discussed his plans and vision for Chakwal. Since there is acute shortage of water, his foremost priority in infrastructure is water supply. The Nazim took keen interest in the urban planning and provided vision for sectoral plans. As for capacity building, he has requested for setting up PMDFC’s Financial Management System, a system that is quite advance in the context of primitive work environment and administrative culture of TMAs.

In short, PMDFC expects that TMA Chakwal under Tehsil Nazim Sardar Aftab Akbar Khan would benefit optimally from PMSIP municipal institutional development and infrastructure development initiatives. .

1.6.2 TMO Chakwal TMO is the focal person in TMA Chakwal. 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 Chakwal. Mr. Iftikhar Ahmad Ailee has recently assumed the charge of TMO Chakwal. He has shown keen interest in PMSIP.

Staff position in TMO Office

Sanctioned Existing S.No Staff Vacant Strength Strength 1 TMO 1 1 0 2 Computer Operator 1 0 1 3 Head Clerk 1 1 0 4 Assistant Head Clerk 1 1 0 5 Nazir 1 1 0 6 Recorder Keeper 1 1 0 7 Establishment Clerk 1 1 0 8 Junior Clerk 1 1 0 9 Typist/Junior Clerk 1 1 0 10 Imam Masjid 1 1 0 11 Driver 1 0 1 12 Naib Qasid 4 4 0 13 Chowkidar 2 2 0

Staff position at TMO office is fairly satisfactory in computer related tasks.

During the field appraisal, ID team discussed the following issues related to the office of TMO:

1.6.2.1. Complaint Cell TMA maintains a complaint register to keep track of reported complaints. The record comprises written, telephonic and verbal complaints. The TMA staff reported that they get most of the complaints verbally and the same are entered in the complaint register later on. TMA has no complaint disposal reporting mechanism from TO to TMO, but TMO does regular inspection of the register. Presently, some complaints are not being entered and improvements are needed to overcome the problem. . The complaint tracking system under PMSIP is expected to effectively streamline the Complaint Tracking System.

1.6.2.2. Dissemination of Information TMA Chakwal does not have a website to display its achievements, goals, infrastructure development or to elicit 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 the Provincial Government. Because of its inadequate institutional capacity, TMA needs constant overseeing by the Provincial Government. A watchful Provincial Government can ensure better performance from TMAs. The monitoring system for the Provincial Government under PMSIP shall be a great help in this regard. The proposed TMA website under PMSIP is expected to be a good information dissemination tool for TMA.

1.6.2.3. Performance Management System PMDFC is introducing Performance Management System in Year – I TMAs. Core indicators for municipal services provided by TMAs have already been selected in consultation with TMAs through workshops and meetings. Baseline values of the core indicators are being collected by TMA Chakwal.

1.6.2.4. Community Driven Development 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 PIMSIP partner TMAs to take up CCB schemes through its Social Mobilization Consultant.

The total number of CCBs in TMA Chakwal is 86. The details of year-wise allocation of funds for CCBs are as under:

Sr. No. Year Allocation Expenditure Un-Spent Balance 1 2001-02 - - - 2 2002-03 10,500,000 - 10,500,000 3 2003-04 11,401,404 215,404 11,186,000 4 2004-05 14,581,385 5,317,323 9,264,062 5 2005-06 35,638,980 1,002,155 34,636,825

1.6.2.5. Monitoring Committees Section 67 of PLGO lays down the functioning and powers of the Tehsil Council. Clause (vii) to clause (xii) of the same section deal with the election/constitution of monitoring committees as under:

(vii) to elect Monitoring Committees of the Tehsil Council to monitor the working of the Tehsil Municipal Administration and the provision of municipal services; (viii) to ensure that Monitoring Committees perform their functions in a non- intrusive manner without interfering in the day to day working of the relevant offices of the Tehsil Municipal Administration and do not assume a command and control role; (ix) to review the reports of the Monitoring Committees and make appropriate recommendations to the Tehsil Nazim; (x) to elect a Code of Conduct Committee which shall be responsible for enforcing the code of conduct for regulating the conduct of the members of the Tehsil Council; (xi) to elect an Insaaf Committee for interaction with the Insaaf Committee of the Zila Council (xii) to elect Tehsil Accounts Committee to review the audit reports of the accounts of Tehsil Municipal Administration.

Tehsil Council Chakwal has constituted following Monitoring Committees:

1) Monitoring Committee Planning 2) Monitoring Committee Municipal Regulations 3) Monitoring Committee Finance 4) Monitoring Committee Infrastructure and Services 5) Monitoring Committee for code of conduct for regulating the conduct of the members of the Tehsil Council 6) Tehsil Insaaf Committee 7) Tehsil Committee for Sports & Culture 8) Tehsil Accounts Committee 9) Special Monitoring Committee for Taxation and By-laws 10) Special Monitoring Committee for Auctions and Purchase

1.6.2.6. Computer Trainings Field assessment of TMA Chakwal reveals that there was a dearth of I.T skills in TMA Chakwal before IT trainings offered under PMSIP. The staff in Engineering, Finance, Planning and Regulation offices was never offered I.T. trainings. PMDFC is of the view that I.T trainings for TMA is an important step towards the computerization of office records and will result in efficient office automation systems. Analysis of data will become easy and errors in record

keeping would decrease to a considerable extent. Moreover, IT skills are also essential for PMSIP interventions like Financial Management System, Complaint Tracking System etc.

PMDFC aims to develop the human resource base of its partner TMAs and considers improvement in service delivery inconceivable without a strong human resource base. TMA staff with right skills set can be expected to provide timely, cost-effective and reliable services to citizens.

In view of the above and on the request of TMA Chakwal for basic computer training for its staff, PMDFC has funded computer training for the following TMA staff, at a local Computer Training Institute:

Sr No. Name Designation 1. Jhangeer Ahmed Head Draftsman 2. Rifat Mekmood Accounts Clerk 3. Muhammad Ayaz Establishment Clerk 4. Muhammad Nazir C.C.B Clerk 5. Sher Bahadar Accounts Clerk 6. Falk Sher Works Clerk 7. Muhammad Zubair Tax Inspector 8. Asif Ali Clerk 9. Muhammad Asif Works Clerk 10. Israr Ahmed Accounts Clerk 11. Sadaqat Ali Zaidi Clerk 12. Nazir Abbas Building Clerk 13. Muhammad Javed Clerk 14. Ejaz Ahmed Works Clerk 15. Talat Mrhmood Clerk

TMA Chakwal further requested for basic and advance computer training of its staff. Trainees of basic computer training are listed below:

Sr. No. Name of Trainee Designation 1. Mr. Iftikhar Ahmad Ailee TMO 2. Mr. Mubarik Ali Khan TO.F 3. Malik Abid Hussain Chief Officer HQ 4. Mr. Muhammad Ishtiaq Sub-Engineer 5. Mr. Mazhar Iqbal Sub-Engineer 6. Mr. Iqbal Nadeem Siddiqui Sub-Engineer 7. Mr. Iftikhar Fazal Sub-Engineer 8. Mr. Ghulam Mustafa Sub-Engineer 9. Mr. Zafar Iqbal Head Clerk

Trainees of advance computer training are listed below: Sr. No. Name of Trainee Designation 1. Mr. Qasim Khan Niazi TO I&S 2. Mr. Tariq Aziz TO.P&C 3. Mr. Farhat Javed Ranjha ATO I&S 4. Mr. Muhammad Jahangir Drafts Man 5. Mr. Asghar Ali Works Clerk 6. Mr. Muhammad Saeed Sub-Engineer 7. Mr. Muhammad Farooq Building Inspector 8. Mr. Asif Mehmood Works Clerk

PIPs for TMO Office:

After in-depth discussions, the following Performance Improvement Plan is proposed for the office of TMO in TMA Chakwal. These interventions are envisioned for the first year and further capacity interventions would be initiated in the subsequent years provided TMA qualifies for PMSIP funding in year two and onward.

PIP Tasks PMDFC Interventions Performance Indicators (i) Citizens’ • Provide standard design of the • Number of complaints complaint cell Complaint center. tracked • Provide Standard Operating Procedures (SOPs) for the • Number of complaints Complaint center. disposed of as per SOPs. • Provide hands on training for the implementation of complaints center SOPs. • Provide system for complaints tracking and analysis. (ii) TMA website • Provide template for website • Website contents are design. updated regularly. • Finance the cost of website development and initial hosting. • Number of citizens • Training of TMA staff for accessing the website (per regular update of websites. month) (iii) Training needs • Formation of training calendar • Number of TMA staff assessment of • Make requisite arrangements for trained under each TO. TMA staff by trainings. TMO (iv) Performance • Performance management • Collection of baseline Management indicators for service values System (PMS) delivery/capacity building • Agreement on target values interventions • Compliance with the • Mechanism for collection of agreed target values against performance indicators data each indicator • Format of monthly/periodic • Periodic data collection on reports core indicators for service delivery & capacity building • Submission of periodic reports on performance indicators

1.7 TOWN PLANNING

Like all TMAs in Punjab the very concept of Town planning is nonexistent in TMA Chakwal. TMA is not equipped for carrying out spatial plans, plans for land use and zoning, the functions entrusted to it under section 54 of PLGO.

The office of TO (P) is very crucial office in TMA setup. It has been allocated the following business:

1. Prepare spatial plans for the tehsil/town 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. Building control; 4. Execute and manage development plans; 5. Develop and manage schemes including site development in collaboration with District Governments and Union Administrations; 6. Compile information provided by Union and Village Councils of prioritized projects in the tehsil/town; and 7. Maintain municipal records and archives.

Detail of Posts in Planning Office (TMA-Chakwal)

Sanctioned Existing S.No Staff Vacant Strength Strength 1 Tehsil Officer (P) 1 1 0 2 Draftman 1 0 1 3 Building Inspector 2 2 0 4 Junior Clerk 6 4 2 5 Naib Qasid 4 2 2 6 Patwari 1 0 1 Total 15 9 6

The Planning office of the TMA has a total of 15 sanctioned posts, out of which 9 are filled and 6 are lying vacant. The TO(P&C) is in place. There is no draftsman which is essential for drawing activities of planning office. Post of patwari is also vacant resulting in loss for record keeping of land information and asset management of TMA.

1.7.1 Town Growth Town is expanding in three directions:

a. Towards District Complex along Talagang Road;

b. Towards north-west of Talagang Road;

c. Towards south-west of Talagang Road though at present there are sporadic developments in these areas.

. 1.7.2 Status of Plans

1.7.2.1. Mapping A comprehensive mapping exercise under Geographic Information System has been undertaken in Chakwal by PMDFC. TMA has a base map that needed updation. TMA had other maps having few utilities marked. PMDFC started capacity building of TMA Chakwal in this regard with the procurement of GIS image of Chakwal. Base maps of road network, water supply, SWM have been developed. Descriptive maps of road network, water supply, sewerage and Solid Waste Management have also been developed. Additional maps developed include Union Council Boundary map, Mohallah map, Road Condition map, Street Light map etc.

The exercise would enable TMA staff to use state of art GIS technology and get first hand experience with techniques of data collection and data analysis.

1.7.2.2. Building Control TMA has formulated Building and Land Use Control and Dangerous buildings by-laws under PLGO 2001.and implemented from Jul 1, 2003 after completion of all codel formalities. The by- laws were published in The Punjab Gazette in July, 2003.

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/ location. There is a requirement that residents after completion of their buildings get a completion certificate from planning office, TMA, but it rarely occurs. There is need of such mechanism that residents have to get the completion certificate. All the records are manually maintained. The details of the building plans and fee collected are as under:

Total Building Not Total Received S.NO Year Residential Approved Commercial Plans Received Approved Amount 1 2001-02 477 415 346 69 62 667,525

2 2002-03 475 440 407 33 35 1,100,401

3 2003-04 469 417 394 240 52 2,013,708

4 2004-05 658 501 481 177 31 2,032,361 2005-06 5 227 194 385 17 16 till December 2,064,686

Total Received Amount from 2001-02—2005-06

2,500,000

2,000,000

1,500,000

1,000,000

500,000

0 2001-02 2002-03 2003-04 2004-05 2005-06 till December

Status of plans by Planning Office: One of the functions of TO (P) in PLGO is managing coordination activities and CCB schemes; liaison with neighbouring Tehsils and Union councils; support to Union Councils. At the moment, coordination in development activities in Tehsil is quite slow.

Qualified TO Planning Yes Spatial Planning Spatial plan Being developed Land use map Yes Zoning map No Base map Yes Development Planning Development Plan Being prepared Annual Development Planning and Budgeting Annual Development Program and Budget Yes Prepared with UC and TMC input No Prepared with regard to data base No Presence of data base or data collection Being developed Long term Annual Development Programming and Budgeting Long term Dev. Program and Budget Being developed

1.7.3 URBAN PLANNING TMA is one of the four pilot TMAs where urban planning has been launched. The planning process was headed by the Nazim. The consultant worked very closely with the officials of the TMA who constituted the working group. This working group assisted the consultant and his team in data collection. The data was not only collected but the available data was also verified in the field.

In this planning process, the basic aim was to reinforce integrated development. A bottom up planning approach was adopted to make the plans informed by the ground realities. For this purpose UC, which is the smallest administrative unit, was involved in the planning process. The prioritizations of UC Nazims were elicited in the prioritization workshop. For each project, its indicative cost together with its advantages/ disadvantages was listed. The stakeholders were told about the potentialities of each project. This technically derived list of projects was then prioritized by the stakeholders, as they were the best to judge their priorities.

The following deliverables submitted by the urban consultant for TMA Chakwal capture the entire range of the urban planning process at TMA Chakwal:

Deliverables 1. Inception Report outlining approach and timing 2. Report on Existing Status of the TMA 3. Recommendations on development and capacity projects for the TMA. 4. Report back from Workshops on Prioritization 5. Prioritized List of Development and Capacity Projects, together with costs, reasons for prioritization etc. 6. Recommendations on Capacity Building in planning and in developing the plan.

PIPs for TO(P) Office The following two PIP interventions have already been undertaken at TMA Chakwal.

PIP Tasks PMDFC Interventions Performance Indicators

(i)Setting up of GIS, • PMDFC arranged satellite • Basic maps prepared mapping of services and images of the TMA. • Database of infrastructure developing a database of • PMDFC developed standard developed and thematic maps services. formats for services data prepared. 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. (ii) Preparation of action • PMDFC arranged data • Number of development / capacity plan collection, analysis and projects to be executed out of prioritisation of development prioritised list. and capacity projects.

1.8 TO(R) Office

The office of TO (R) is extremely crucial in TMA setup. Its duties include to regulate market & services; issue licences, permits, grant permissions & impose penalties for violation thereof; management of 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 regulation of affixing of signboards and advertisements are some other important functions of Tehsil office Municipal Regulation.

Staff position in TO(R) Office

Sanctioned Existing S.No Staff Vacant Strength Strength 1 Tehsil Officer (R) 1 0 1 2 Magistrate 1 0 1 3 Legal Advisor 1 1 0 4 Court Clerk 1 1 0 Total 4 2 2

The most important post of TO (R) is lying vacant hampering the work of regulation office.

Ticketing System By amendment in PLGO in June, 2005 TMAs have been empowered to introduce ticketing system for municipal offences specified in Eighth Schedule. There is an incentive package in the ticketing system. Twenty-five percent of fine proceeds go to the collecting inspector; 25 % to Regulation office maintenance and remaining 50 % to TMA. .The same incentives have been provided to inspectors from fine proceeds imposed by courts in offences specified in Fourth

Schedule. TMA Chakwal has recently initiated Ticketing System by by empowering the following staff to issue tickets:

S.No Name Designation Area 1 Mr. Zafar Iqbal Junior Clerk UC 1 & 2 2 Mr. Bashir Hussain Junior Clerk UC 3,4 & 5 3 Mr Ghulam Rasool Junior Clerk UC Karayala Dab. Balakser Oudherwal & Murid 4 Mr Farooq Ahmad Sanitary Inspector Markaz Dhumar 5 Mr. Sabir Hussain Junior Clerk Markaz Dhudial 6 Mr Zubair Bhutta Computer Operator Markaz Balkasar except UC Bharpur

Legal Cases Currently, 56 legal cases are pending in civil, district and High Court. TMA has a legal advisor who works on behalf of TMA and is assisted by a court clerk.

In consultation with TO (R) staff, the following Performance Improvement Plan is proposed for the office of TO (Regulation) in TMA Chakwal. This intervention is envisioned for the first year and subsequent capacity interventions would be initiated after progress of capacity projects in the TMA subject to the continuous eligibility of TMA for PMSIP funding in subsequent year.

Performance Improvement Plan (PIP)

PIP Tasks PMDFC Interventions Performance Indicators Development of data base of: PMDFC to provide • %age reduction in pendency software / hardware for in legal cases compared with • legal cases for proper monitoring building up data base. last FY. • advertisement and signboards • %age increase in revenue • Licenses and permits compared with last FY. • Municipal estates and properties

1.9 TO (F) OFFICE

TO (F) is a BPS 17 officer from Local Council Service. He has been with the TMA since 2004. He holds a Bachelor of Art 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.

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 Chakwal is as under:

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

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

Budget formulation, execution and monitoring: 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 Chakwal is one of the six pilot TMAs which were included in the PMSIP.

The following table summarizes the receipts and expenditures of TMA:

Sources of Funds 2002-03 2003-04 2004-05 2005-06

Taxes 20,813,736 22,439,960 44,171,664 42,784,227 Fee 21,287,783 20,533,390 22,662,381 24,211,323 Rents & Rates 10,783,964 11,592,006 12,592,614 14,089,874 Other Income 1,389,727 2,407,346 674,035 791,372 Sub Total 54,275,210 56,972,702 80,100,694 81,876,796

Non Development Grants 10,340,000 21,360,000 22,295,000 24,516,000 Development Grants 21,815,000 21,805,000 23,988,000 Sub Total 10,340,000 43,175,000 44,100,000 48,504,000

Total 64,615,210 100,147,702 124,200,694 130,380,796

Expenditures Non Development Expenditures

Establishment 16,519,383 20,547,630 23,046,491 24,957,014

Charged 2,530,564 1,387,929 1,619,901 9,199,260

Water Supply – O & M Cost 3,517,866 3,515,022 5,474,768 3,799,224

Street Lights 2,624,543 3,191,917 5,578,504 3,322,170

Other Contingencies 4,854,267 4,764,422 5,634,116 3,638,573

Sub Total 30,046,623 33,406,920 41,353,780 44,916,241

Development Expenditure 55,500,787 64,509,870 62,048,488 55,356,694

Sub Total 55,500,787 64,509,870 62,048,488 55,356,694

Total 85,547,410 97,916,790 103,402,268 100,272,935

The above figures are depicting healthy and consistent increase in TMA revenues over the years. TMA’s 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.

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 80,100,694 64 81,876,796 63

Govt. Grants 44,100,000 36 48,504,000 37

Total 124,200,694 130,380,796

Expenditures 2004-05 % 2005-06 %

40 Non Development 41,353,780 44,916,241 45

Development 62,048,488 60 55,356,694 55

Total 103,402,268 100,272,935

Recommendations

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 increasing 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.

Staff positioning of TO(F) Office

Sanctioned Existing S.No Staff Vacant Strength Strength a. ACCOUNTS 1 Tehsil Officer (F) 1 1 0 2 Assistant Accountant 1 1 0 3 Accounts Clerk 1 1 0 4 Junior Clerk 1 1 0 5 Naib Qasid 2 2 0 b. REVENUE 1 Tax Superintendent 1 1 0 2 Tax Inspector 1 1 0 3 Junior Clerk 4 4 0 4 Water Rate Clerk 2 2 0 5 Property Tax Clerk 1 1 0 6 License Clerk 1 1 0 7 Rent Clerk 1 1 0 8 Naib Qasid 2 2 0

1.10 Infrastructure & Services Office

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 positioning in TO (I & S) Office

Sanctioned Existing S.No Staff Vacant Strength Strength 1 Tehsil Officer (I&S) 1 1 0 2 ATO (I&S) 2 2 0 3 Sub Engineer 7 6 1 4 Head Draftsman 1 1 0 5 Head Clerk 1 0 1 6 Accounts Clerk 1 1 0 7 Road Roller Driver 2 2 0 8 Junior Clerk 5 4 1 9 Naib Qasid 3 3 0 10 Driver 1 1 0 11 Chowkidar 2 2 0 WATER SUPLY 1 Water Works Suptt. 1 1 0 2 Tube Well Driver 9 9 0 3 Tube well Operator 1 0 1 4 Engine Driver 2 2 0 5 Plumber 2 2 0 6 Fitter 2 1 1 7 Petrol Man 16 13 3 8 Valve Man 3 2 1 9 Chowkidar 2 2 0 STREET LIGHT 1 Light Inspector 2 2 0 2 Electrician 1 1 0 3 Light Man 3 2 1 FIRE FIGHTING 1 Fire Station Incharge 1 0 1 2 Driver 4 2 6 3 Fireman 10 2 12 SALUGHTER HOUSE 1 Slaughter House Suptt, PARKS & GARDENS 1 Mali 14 12 2

Staff positioning in the TMA is satisfactory with a very experienced TO(I&S) from PHED. He is assisted by two qualified engineers.

The appraisal brought out that there was a shortage of technical equipments like surveying equipments, lab testing equipments, etc.

During discussions, it was revealed that most of I&S staff were willing to receive trainings on computer applications, use of modern technical equipments, and preparation of project documents (designs & estimates).

Performance Improvement Plan (PIP) After detailed discussion with TO (I&S), the following Performance Improvement Plan is proposed.

PIP Tasks PMDFC Interventions Performance Indicators (i) Development of computerized database • PMDFC to help develop data • Number of municipal of municipal services. collection. services for which complete • PMDFC to provide standard template database is developed. in Excel spreadsheets for data analysis and periodic data updates. • PMDFC to provide necessary training for data collection and periodic data update.

Chakwal is an important town of Pothohar area. This city has lot of scope in infrastructure development. It requires development in water supply, sewerage/drainage, roads/street lights and development of parks etc. TMA has shown its strong willingness in these areas of development. Particularly the main focus of interest lies in water supply sector. The area falls in water scarcity zone and direly need up gradation of existing water supply system. Therefore, water supply project has been appraised as the first priority of the area and elucidated in the lines below:

2. REHABILITATION / IMPROVEMENT OF EXISTING WATER SUPPLY SCHEME CHAKWAL

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 Chakwal.

This report provides an assessment of the present facilities of water supply system, problems and needs of the town, improvement 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 Chakwal several 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 water supply to the people of Chakwal Town at an affordable rate, reducing the water borne diseases and improving health standards.

2.1.1 Sub Soil and Ground Water Conditions The sub soil consists of cohesive clay mixed with gravels & broken rock fragments. No alluvial deposits seem to occur except for some small strips created by natural hill torrents flowing for centuries. No aquifers are available in the sub soil except for some confined layers bearing water in small quantities, recharged by precipitation. Such water dries out with continuous pumping. The water table depth in the city varies from 70 to 100 ft due to undulating topography itself. Most of the available water in the sub soil is brackish with TDS value ranging from 800-2000 PPM. Some marginal quality waters are found in certain areas which are of perched nature and have small volumes hardly enough to be pumped out by hand pumps.

The depth of hand pumps installed in the city varies from 100 to 150 ft and cost over Rs. 40000/- per hand pump. Harnessing of such water is difficult & costs quite a lot of money. Some dug / open wells (20 – 25 Nos.) have been constructed in depressions in the out skirts of the city with 30-35 ft depth. In city the depth of such wells is 100-125 ft and the construction costs over Rs. 300,000/-. Small quantity of perched water is available in these wells after precipitation but it depletes in dry spell. Hence the wells cannot be taken as a sure source of water. The quality of water in these wells and hand pumps is not good & varies from place to place.

2.2 RATIONALE OF THE SUB PROJECT

2.2.1 Existing Sources of Water Supply As narrated above, no source for public water supply is available in the city itself and water has to be imported from distant sources. The existing water supply system is based on two sources described as under:-

• Khokhar Zer Dam A dam constructed for irrigation purposes named after a nearby village Khokhar Zer, is situated at a distance of 15 km towards south of the city. The catchments area of this reservoir has cohesive red colored soils which are carried with rain water into this dam reservoir and take lot of time even for partial settlement. The turbidity of water in summer is very high but goes on reducing toward dry spell. Two cusec of water for 24 hours/day is provided by Small Dam Organization to TMA Chakwal. Water is taken through a gravity channel from this reservoir into a treatment works located at a distance of 4 km down stream of irrigation channel and is at a distance of 12 km from main city. Water is treated by addition of alum as coagulant, passed through clarifier for flocculation and sedimentation and passed on to slow sand filter beds further into a clear water tank after filtration. A gravity main of 12” i/d 37400 ft in length is carrying this water to ground storage tanks located in Tatral Road Water Works inside Chakwal City, where from water is distributed to the city by pumping. The source has little problems in winter as most of the sedimentation takes place inside the Dam Reservoir. However in the summer, the silt load is very high and it becomes difficult for TMA to remove the turbidity totally because of increased cost of chemicals. As such turbid water is supplied to the consumers who naturally remonstrated against it. The merit of this source is that right from dam site to Tatral Water Works in the city, no pumping is involved and the water produced is very cheap. Small Dam organization is not ready to commit more water for city because the Dam Reservoir is being silted up due to high silt loads. Presently one cusec of water is being treated by Chakwal TMA for use. The quantity can be increased to 2.0 cusec. Sometimes during the drought years the water in reservoir dries out and no water is available for the city. It happened twice during previous years. TMA had to draw water from private tube wells located in the vicinity to feed gravity main. Thereafter TMA has installed three nos. tube wells in the premises of water works to cater to emergency in case of reduction of discharge from Khokhar Zer Reservoir.

• Mial Spring A spring named as Mial Spring located in the foot hills on Chakwal – Choa Saiden Shah road emerged out during the course of coal mining in early eighties and this was used as a source for the city of Chakwal. It is located at a distance of 27 km from Chakwal on the south at higher elevation and a 10” and 12” i/d gravity main is taking water from this spring to Tatral Road Water Works in Chakwal City. The water is clear and does not need treatment. It is supplied to the city from Tatral Road Water Works without treatment. The total quantity emerging from the spring is approximately two cusec out of which some water is used by local farmers for irrigation whereas 1.63 cusec is provided to Chakwal City. Presently 1.0 cusec is available to Chakwal city because of some obstructions in the tunnel of this spring. The quantity can be increased to 1.63 cusecs after cleaning of that tunnel.

2.2.2 Main Components of the Existing System (I) Khokhar Zer Water Works

A. Treatment Plant

Sr. Description of Works Capacity Quantity Status No. 1. Gravity main 12” i/d A.C 37300 RFT In operation 2. Clarifiers 2.0 Cusec 1 No ----do--- 3. Sedimentation Tanks 317’ × 150’ 2 Nos. ----do--- 4. Slow Sand Filters 80’ × 57’ 6 Nos. ----do--- 5. Clear Water Tank 122000 gallons 2 Nos. ----do---

Pumping Unit for 6. - 2 Nos. ----do--- Chemicals Feeding 7. Staff Quarter D-type 1 No Good condition 8. Boundary Wall 1800 RFT 1 No Good condition

B. Tube Wells (SSWL = 100’ Draw Down = 60’ Depth = 280’ Strainer = 72 ft)

Sr. Year of Description of works Capacity Qty Status No. installation 1. Tube wells no. 1 5500 GPH 1 In Operation 2003

2. Tube wells no. 2 8000 GPH 1 ----do---- 2003

3. Tube wells no. 3 8500 GPH 1 In Operation 2005

4. Pump house 8’ × 8’ 3 Good condition 2003&05 Submersible Pumping Unit with 5000-8500 5. 180 ft Pump Setting 20 BHP 3 In Operation 2003&05 GPH Motor

(II) Mial Spring

1. INTAKE STRUCTURE 3.5’ × 3.5’ 1 No In Operation 2. Gravity Main M.S Pipe 10” i/d 36200 RFT In Operation 3. M.S Pipe 12” i/d 14000 RFT In Operation 4. AC “B” Class pipe 12” i/d 36800 RFT In Operation

(III) Tatral Road Water Works

Clear Water Wells 47’ Dia 1. 125000 gallons 3 nos. In Operation 11 ft Depth Clear Water Wells 59’ Dia 2. 200000 gallons 1 no. ---do--- 11.5 ft Depth 3. Pump Houses 12’ × 20’ 1no. Good Condition 4. Pump Houses 12’ × 12’ 1no. ---do--- 5. Boundary Wall - - Good Condition

(IV) Pumping Machinery in Tatral Water Works

Discharge Sr. No of Head Motor Type of Pumps (Cusec) No. pumps (FT) BHP Designed Actual 1. Centrifugal Pumps 2 1.5 1.5 130 40 2. ---do--- 2 1.0 0.80 140 40

(V) Railway Road Water Works Ground Storage Tank 1. 50000 gallons 1 no In Operation 26 ft dia 2. Overhead Reservoir 20000 gallons 1 no --- do --- Q = 0.4 cusec Very old and costly 3. Pumping Machinery H = 120 ft 2 sets in repairs BHP = 20 4. Pump house 12’ x 12’ 1 no Good condition

(VI) Rising Mains & OHRS

Rising Sr. Capacity Length Location of OHR main dia Pipe kind Flow status No gallons (RFT) (inches) 1. Khumini Chowk 50,000 12” AC 1500 Pumping

2. Qasmi Masjid 100,000 8” AC 7200’ Pumping

3. Railway Road 20,000 4” PVC 8200’* Gravity** Not 4. General Bus Stand 100,000 - - - Operational Total Over Head 270,000 - - - - Storage

* Length from Khumini Chowk to Railway Road OHR ** Flow by Gravity from Khumini Chowk OHR to Railway Road GST

Distribution System A net work of distribution system is existing in the city from 2” GI pipe line to 12” PVC/AC pipe lines. Some of the pipe lines are undersized and resulting in low terminal pressure giving shortage of water at remote ends of distribution system. This system needs provision with feeders of greater capacity to build required terminal pressure in water shortage areas. Some rising mains need augmentation for increased capacity.

2.2.3 Water Service Areas

2.2.3.1 Areas Served About 33% of the population is served with water supply system whereas 67% population is without service. People are demanding the facility constantly but due to constraint of funds, TMA Chakwal could not manage it.

2.2.3.2 Water Shortage Areas The under mentioned areas of the city, presently served with water supply distribution system, are facing water shortage, either due to short production or due to under capacity delivery feeders: • Sarafa Bazar • Moti Masjid Area • Sunehri Masjid Area • Near Ali Masjid Gali Qabarastan Wali • Mohallah Rehmania • Some Part of Mohllah Farooqia

• Mohallah Gulberg • Nia Mohallah

2.2.3.3 The Un-Served Areas The under mentioned areas of the city are completely un-served and need extension of water supply facility.

1. Sargojra Gharbi 2. Madina Town need stadium 3. Line Park 4. Jafferabad 5. Allahabad Town 6. Bakhat abad 7. Ashraf Town 8. Mohallah Usmanabad (one half) 9. Dhoke Gujran 10. Jahangir Town 11. Kazim abad 12. Jinwer Town

2.2.4 Production Capacity The maximum production capacity of the water sources is as under:-

• Khokhar Zer Treatment Plant = 2.0 Cusec • Mial Spring = 1.63 Cusec • Tube well Khokhar Zer = 0.80 Cusec Total 4.43 Cusec = 2.39 MGD

2.2.5 Existing Per Capita Production

Existing production of water by TMA Chakwal is given as under:-

• Khokhar Zer Treatment Plant = 1.0 Cusec • Tube well Khokhar Zer = 0.80 Cusec • Mial Spring = 1.0 Cusec Total 2.80 Cusec = 1.51 MGD • Existing population = 107,332 persons • Per capita / day production = 14 GPCD • Against designed consumption of 50 GPCD, it is 28%

2.2.6 Chlorination Chlorination of water is done by addition of bleaching powder. Gas chlorinators have not been provided. No hypo chlorinator has been installed for regulation of dosage. A crude method of adding bleaching powder solution into clear water tank in Tatral Road water works is being adopted by TMA staff. Hence this chlorination cannot be termed as effective.

2.2.7 Consumers Data The number of service connections alongwith tariff levied by TMA is given as under:-

Type No. of connection Tariff charges/month Domestic 3647 Rs. 70/- Commercial 182 Rs. 200/- Industrial - -

Total billed amount (year 2004-05) = Rs. 3,500,280 Amount Recovered = Rs. 3,098,979 Recovery rate = 88%

2.2.8 Quality of Water

• Chemical The chemical quality of water from both sources is as under:-

Conductivity Source TDS (PPM) (µmhos/cm2) Khokhar Zer 535 330 Mial Spring 752 480

The above figures give a picture of good quality water, at par with WHO standards.

• Turbidity As explained earlier, in summer the turbidity of raw water is very high and cannot be removed completely. As per allowable standards in clean water it should not exceed 5 PPM but in summer it is much higher and people at times avoid using this water for drinking. • Bacteriological The bacteriological quality of water cannot be said to be totally fair as some complaints for contaminated water are received It happens due to leakages of pipelines which are repaired by TMA. Effective chlorination along with timely repair of pipelines, can solve the problem.

2.3 NEEDS

As narrated earlier, 30-33% of the population is served with water supply system whereas rest of 67% population is living without this facility and depending upon local brackish water or managing transportation of drinking water from some open wells dug in depressions in periphery of the city. Apart from cost, people are constrained to take brackish and contaminated water causing water borne diseases. Hence the top priority of this city is to have adequate quantity of potable water with equitable distribution in the entire city. TMA has kept this scheme as their priority no.1 in their development plans, keeping in view the hardships faced by the people and the great pressure on curative health sector.

2.4 PROBLEMS

The main problems faced by the people and TMA in this sector are as under:- • Inadequate production from existing sources • Inadequate existing water sources • Non-availability of good ground water • Inequitable distribution • Costly water supply proposals

Water is available only from small dams constructed / under construction around the city. This water will require proper treatment and chlorination for safe supply to the city. Getting water from the dams is the only viable option.

• Funding Constrains TMA Chakwal is not in a position to invest heavily on the execution of the scheme for meeting the gap between supply and demand. Provincial Govt. is also not having enough resources to help out all TMAs for bridging such gaps, in entire Punjab.

2.5 JUSTIFICATION FOR IMPROVEMENTS

Under mentioned improvement in the existing system is required to be made for provision of adequate potable water to the inhabitants of Chakwal city.

2.5.1 Additional Water Sources The existing water sources are not enough to cater for the current and future demand of the city Hence new sources of water will have to be tapped for removal of water shortage in the served areas and for supply to the un-served population.

2.5.2 Additional Storage & Pumping Machinery As the existing sources and source to be tapped in future are located at remote places, hence adequate storage in the city will have to be constructed for meeting the demand. This storage will be provided at various places in the city as per demand of the population living in those areas. Both overhead and ground storage will be the requirements. Pumping machinery will have to be provided on new storage tanks for pumping the stored water during supply hours to the city. Both overhead storage and pumping machinery at GST will be operated during supply hours to build up proper terminal pressure.

2.5.3 Laying of New Feeders in Water Shortage Area Due to undersized rising and distribution pipelines in certain areas, water shortage is being experienced. New feeders of bigger sizes will have to be laid to transmit required discharge to these area. Interconnection of the new feeders with existing main/sub main will be done to improve terminal pressure.

2.5.4 New Distribution System and Replacements Approximately 67% of the area of the city is not provided with water supply system. This area will now be provided with piped water supply system. This will include laying of delivery mains, sub mains and distributors for service connections. Some lines are old and outlived. Their …some lines of storm water channels have been constructed and need replacement.

2.5.5 Metering Facilities At present no bulk water meters are installed and hence the flow measurements of the system cannot be worked out. Bulk water meters will be installed on all rising and transmission mains to know the actual flows and daily production, transmission and distribution. This is necessary to monitor the operation of the system after completion and to find out snags, short- comings, leakages etc.

2.5.6 Water Disinfection No proper system of disinfection of the water supplied is existing at site. Most of water supplied to this city is surface water which needs disinfection. Hence complete disinfection system (chlorination) is required for potable water supply.

2.6 THE SUB-PROJECT

2.6.1 Description The sub project will comprise of development of additional water sources, treatment works, transmission to the city and distribution in the city. The probable water sources with their potential have been discussed in the following lines.

(i) Khokhar Zer Dam The dam reservoir is already supplying water with discharge of 2.0 cusecs. The dam is being silted up due to heavy silt load. Hence no additional water will be available from reservoir of the dam.

(ii) Mial Spring Total quantity of water available from this spring is approximately 2.0 cusecs out of which 1.63 cusecs are committed for water supply of Chakwal City. Rest is being used by local farmers. Therefore, additional quantity can not be spared

(iii) Khai Dam This dam has recently been completed and 1.0 cusec of water is committed for Chakwal water supply scheme. The catchments area comprises cohesive clay mixed in boulders & gravels. The expected silt load is cohesive red clay and water will be highly turbid which will also have high treatment cost. The dam site is situated at a distance of 18.5 Km away from Chakwal city at its south-west near village Bhon. The dam was considered as a source of water supply in combination with deep tube wells to be installed near village Bhon on both side of Chakwal – Bhon Road. The source was rejected because of:-

• Heavy cost of treatment of water • Short supply of only 1.0 cusec • Comparatively bad quality of water of tube wells • Smaller discharge of tube wells with deep sub soil water level giving high pumping head, involving high pumping cost.

(iv) Kot Raja Dam This dam is situated at south of the city at a distance of 16 km at down stream of Dhoke Tahlian Dam. The catchment area of this reservoir is rocky with small amount of clays and hence water does not contain high turbidity. It is easy to treat water at a lesser cost as compared with Khokhar Zer dam water. 1.0 cusecs of water is committed. An 8” i/d M.S pipe lines has already been laid by PHE Department for pumping treated water from this site to 12” i/d gravity main from Mial spring. The treatment plant was designed by PHE Department but could not be constructed because of constraint of funds. It is proposed now to construct this treatment plant under this sub project and connect it with the existing gravity main from Mial Spring to supplement the existing system.

(v) Tube wells between Rabal & Dhidwal Villages The sub soil aquifers at this site, situated at south – east of the city at an average distance of 16 km were studied in detail. Private development of tube wells at this site have given encouraging result. Over 20 nos. private tube wells with a depth of 165-220 ft have been installed for

irrigation purposes and are yielding 8000 to 10000 GPH. The water quality is fresh with TDS value ranging from 450 to 620 ppm. It was concluded that tube wells with an average depth of 200 ft can be installed at this site, which will yield 0.35 cusec of discharge. The area was surveyed accordingly. The local inhabitants opposed by tooth and nail to this proposal with an apprehension of depletion of underground water with the installation of large number of tube wells for city due to long working hours/day. They refused to give any site for these tube wells and hence the proposition had to be dropped. The area is recharged by sub soil flows from Dhoke Tahlian reservoir and Kot Raja reservoirs.

(vi) Tube Wells near Khokhar Zer Dam Some aquifer has been developed by storage of water in Khokhar Zer dam reservoir at its down steam near water treatment plant. Three no. tube wells up to a depth of 280 ft, as already stated have been installed and are supplementing the supplies from Khokhar Zer. Although the area of sub soil recharge is limited yet three more tube wells can be installed on the eastern side of treatment plant to increase the supplies from Khokhar Zer Dam. The six nos. tube wells (3+3) will help during the drought when the water in Khokhar Zer reservoir dries up and no discharge is available from other sources as it happened twice in previous years.

(vii) Dharabi Dam This dam is under construction at a distance of 20 kms from Chakwal city, just close to Motorway (M-2) on its eastern side and is expected to be completed by June-2007. The dam reservoir will have the under mentioned data.

Gross storage capacity = 37000 area ft Dead storage capacity = 24379 acre ft Live storage capacity = 12621 acre ft Normal reservoir level = 1601.00 ft Dead storage level = 1591.20 ft High flood level = 1608.50 Annual withdrawl = 8925 acre Ft

Three MGD (5.55 cusec) water for drinking purposes is committed by small Dam Organization for Chakwal City. However, the feasibility of the scheme is required by the Consultants.

The difference of elevation between reservoir normal level and Chakwal City near General Bus Stand is 138 ft and between the Dead Storage Level and Chakwal City is 148 ft. Water will have to be pumped against this elevation difference and transmitted to city through a distance of 20 kms. The Dhrab River, which is being blocked for construction of this dam, has a perennial flow of 1.5 cusecs.

2.6.2 Population Projection

The city has a population of 80508 persons in year 1998 as per census report. It was growing at the rate of 3.66% per annum between year 1981 and 1998. The general population growth is decreasing due to population planning activities of Govt. and due to increase in literacy rate. Hence the under mentioned growth rate can safely be assumed for next 20-years.

Year 1998-2006 2006-11 2011-16 2016-21 2021-26 Assume annual growth 3.66 3.5 3.25 3.00 2.75 rate (percent)

PROJECTED POPULATION

Year 1998 2006 2011 2016 2021 2026 Projected population 80508 107332 127476 149582 173406 198597 (persons)

The normal consumption as per design criteria established by PHE Department for Punjab suggests daily consumption of 50 GPCD. This city is situated in water deficit area. Hence this consumption criteria is hard to meet. It is proposed to provide 40 GPCD for this city.

2.6.3 Projected Water Demand

Water Consumption = 40 GDCD Existing Production Capacity = 4.43 cusec = 2.39 MGD

Year 2006 2011 2016 2021 2026 Av. Day Demand (MGD) 4.29 5.10 5.98 6.93 7.94 Max. Day Demand 6.43 7.65 8.97 10.39 11.91

Balance required if designed on Av. MGD 1.90 2.71 3.59 4.54 5.55 Day Demand Cusec 3.51 5.01 6.64 8.40 10.26

Balance required if designed on MGD 4.04 5.26 6.58 8.00 9.52 Max. Day Demand Cusec 7.47 9.73 12.71 14.80 17.61

Chakwal is a water deficit area and transmission of water from outside the city is very costly. Hence it is difficult to meet the criteria of maximum day demand due to high cost of pumping against gravity. People have low paying capacity. It is advisable to design the scheme on average day demand to reduce the capital as well as maintenance cost. TMA will have to manage water distribution in hot days by reducing wastage of water and unaccounted for water but this is the only way to give potable water to the people.

Based on Average day demand additional = 6.64 cusec quantity of water required in year 2016

2.6.4 Available Water Availability from Dhrabi Dam 3 MGD = 5.55 cusec Availability from Kot Raja Dam = 1.00 cusec Availability from Tube Wells at Khokar Zer Dam = 1.00 Cusecs Total = 7.55 cusec

Although 1.0 cusec of water is committed form Khai Dam situated at a distance of 18.5 km from city but this option would be very costly in capital to bring this water into the city. It is therefore, advisable to install 3 nos. additional tube wells near Khokhar Zer Water Works for meeting this deficiency which seems to be more feasible and practical.

Discharge of one no. tube well = 0.35 cusec No of tube wells proposed = 3 nos. Total discharge = 1.05 cusec

Gravity main of Khokhar Zer Dam Source (Head Loss Check)

Size = 12” dia A.C “B” Class Difference of head between outlet of clear water tank and inlet of Tatral = 129.89 ft Road Water Works Water Column available in Clear Water = 10 ft Well at Khokhar Zer Dam Total driving head = 139.89 Length of Gravity Main = 37300 RFT Assuming available head at terminal end as 10 ft. Net driving head available = 129.89 ft in gravity main Permissible head loss / 1000 RFT = 3.47 ft Permissible discharge with C = 140 = 2.8 cusec

Hence 2 nos. tube wells can be operated at a time for discharge into gravity main with a discharge of .7 cusecs, in case full quantity of water is available from Dam. In case of drought all six tube wells (3+3) can be operated.

2.6.5 Additional Sources to be exploited. Kot Raja Dam = 1.00 Cusec Tube wells near Khokhar Zer Dam = 1.00 Cusec Existing possible production = 4.43 Cusec Total possible production in future = 6.43 Cusec The existing transmission mains have got under mentioned capacity. Mial spring gravity main = (1.63 + 1) = 2.63 Cusec Khokhar Zer gravity main = 2.70 Cusec Total = 5.33 Cusec

We can have maximum production of 5.33 cusec from these sources. Hence T/well source (1.10 cusec) will be operated only when there is depth of water in Dam Reservoirs.

2.6.6 Proposal for this sub project. The sub project will comprise of the under mentioned components:-

1. Treatment plant at Kot Raja Dam. 2. Tube wells (3 Nos.) near Khokhar Zer Dam water works. 3. Improvement of existing infrastructure in Chakwal city for better distribution of water.

2.6.7 Kot Raja Dam Source

2.6.7.1 Proposal It is proposed to take raw water from the irrigation channel/pipe of the Kot Raja Dam, in the high level sump of treatment works, filter it and then pump it to the existing 12” i/d gravity main presently transmitting water from Mial Spring to Tatral Water works in Chakwal City. For this purpose an 8” i/d M.S pipe rising main has already been laid by Public Health Engineering Department but the treatment works could not be constructed because of unavailability of funds. The treatment works site is located at lower elevation and hence pumping will be required to transmit this water to existing gravity main.

2.6.7.2 Treatment Plant The treatment plant will comprise the under mentioned components. • High Level Sump A 10’ dia sump tank will be constructed on a higher elevation in the treatment plant premises to receive raw water form outlet channel/pipe of the Dam Reservoir to supply it to sedimentation tank by gravity at constant head but variable discharge. High level ground is available at the proposed site. • Mixing Chamber for Chemicals A mixing chamber for feeding the chemicals (Alum & Lime) will be constructed to create turbulent flows for mixing of these chemical thoroughly. A 3 ft high adjustable weir will serve the purpose. • Chemical Chamber & Pumps A room for storing, grinding, mixing of alum in stainless steel containers, preparing solution, installation of metro-pumps for alum and hydrated lime will be provided to have required dosing of these chemical according to turbidity of water. Two pumps for alum and lime feeding will be provided (on as stand by) alongwith piping and valves. • Sedimentation Tanks 4-days storage will be provided in sedimentation tanks which will work as storage / sedimentation tanks, with 8 ft depth the area required = 43200 sft. It is proposed to provide two tanks of 200 x 110 ft size. • Medium Gravity Filters Gravity filter with medium flow rate of 5-10 gallon/hour per sft of filter area will be provided to reduce the turbidity level of water to 5 ppm. A 4 ft thick filter media having maximum pebble. Size of ½” to ¾” at the bottom to filter water with minimum size of 16-20 mesh at the top will be constructed. Filter inlet, perforated channel, under drainage system, filter outflow system, above filter drainage system and over flow system will be provided with these filters. An outflow weir to eliminate negative head in filter will also be a provided.

Area of filters Water availability from dam per day = 1.0 Cusec =0.54 MGD Area of filters required @ 8 gallons/sft/hour = 2813 sft Proposed filter size = 50’ x 30’ Required no of filters = 2 Providing one stand-by Total No. = 3

• Clear Water Tanks Clear water from filter beds will be stored in clear water tank Circular Well will be provided. It is proposed to construct 100,000 gallons tank for the storage at this site.

2.6.7.3 Hypo Chlorinators Gas chlorination is not advisable because of high cost, long carriage of chlorine gas, difficult operation and maintenance and gaseous hazard. Hypo chlorinators are a good solution. Two No. Hypo-chlorinators will be provided (one as stand-by) in Tatral Road water works for disinfection of water from Khokhar Zer Dam, Kot Raja Dam and Mial spring.

2.6.7.4 Clear Water Rising Main Analysis of Existing Gravity Main From Mial Spring R.L. of Mial Spring outlet = 2137 ft R.L. at R.D 36200 ft i.e. injection point of rising main from Kot Raja = 1799 ft Dam Difference of level = 338 ft Discharge of spring = 1.63 cusec Dia of pipe = 10” M.S Valve of C = 100 Frictional loss / 100 ft = 5.73 ft Total head loss = 208 ft Head available at injection point = = 130 ft (338-208)

Clear water will be pumped from clear water tank of Kot Raja treatment plant to the gravity main taking water from Mial Spring to Tatral Road Water Works in Chakwal City. The size of the main is 10” i/d M.S from Mial Spring upto injection point at R.D 36200 ft & 12” dia beyond that: Length of rising main = 11000 Rft Size of already laid pipe in rising main = 8” G.I R.L at treatment works = 1654 ft R.L at injection point RD 36200 = 1799 ft Difference of elevation = 145 ft Discharge = 1.0 cusec Value of C for G.I pipe = 100 Head loss/1000 ft = 6.8 ft Total Head loss = 75 ft Loss in special and valves = 10 ft Delivery head = 20 ft Head at injection point = 130 ft Total Head = 380 ft sq

2.6.7.5 Clear Water Pumping Machinery

Discharge of each pump = 1.0 cusec Dynamic Head & BHP Terminal Head at pump side of = 380 ft R/main Loss in pump house and yard piping = 10 ft Suction head = 10 ft = 400 ft BHP of motor = 60 BHP

2.6.8 Tube Well Source near Khokhar Zer Water Works

Standby t/wells will be installed near Khokhar Zer treatment plant for meeting the demand in drought when no water will be available in the Dam Reservoir.

Already existing T/wells = 3 nos. New to be installed = 3 nos.

The design of new t/well will be the same as per existing one SSWL = 100 ft Depth = 288 ft Draw down = 60 ft Fiberglass strainer = 72 ft of 10” i/d M.S Housing pipe = 12” i/d = 206 ft. M.S Stick up = 3 ft

Pumping Machinery

Type = Submersible pumps Setting = 180 ft Riser pipe = 3” G.I BHP of motor = 20

Pump House

3 nos. pump house of 10’ x 10’ will be constructed.

Interconnection with Gravity Main

For interconnections 4” i/d G.I pipe For each T/well = 500 Rft Total length = 1500 Rft

2.6.9 Improvement of Existing System in Chakwal City

2.6.9.1 Tatral Road Water Works

Total water inflow = 5.33 cusec Storage required for idle hours = 8.40 Lac glns. (10.00pm to 5.00am = 7 hours)

Existing storage

i) Ground Storage Tatral Road water works = 5.75 Lac glns Railway Road water works = 0.50 Lac glns Total = 6.25 Lac glns. ii) Over Head Storage Total Storage Existing = 2.70 Lac glns Not connected (G.B.Stand) = 1.00 Lac glns. Net effective storage = 1.70 Lac glns. Total Storage (6.25 + 1.70) = 7.95 Lac glns. Additional required = 8.40 – 7.95 = 0.45 Say = 0.5 Lac glns. Pumping = 16/day Total pumping capacity required = 5.33 x 1.5 = 8.0 cusec 1.5 +1.0 = 2.5 cusec Existing pumping capacity = With 2.5 cusec stand by 8 – 2.5 = 5.5 cusec Additional capacity required = Keeping 2.5 cusec as stand by

2.6.9.2 Additional Requirement of Rising / Delivery Mains & Pumping Capacity

Total Additional Capacity Existing Rising main Existing Pumping pumping Sr. P/Capac Additional Rising Capacity OHR # Kind ity (No. main/dia Dia Length Gallons of x Cusec) Cusec Cusec inch (Rft) Pipe 1. Khumini 3.00 + 50000 12 AC 1500 2 x 1.5 - 1 x 1.5 Chowk 1.5 S.B 2. Qasmi 12” PVC 7200 3.00 + 10000 8 AC 7200 2 x 1.0 1 x 2.00 Masjid RFT 1.0 S.B 3. Railway 8”PVC = 1900 Rft 1.00 + Road GST G/main from 1.0 SB 20000 4” PVC 8200 - 2 x 1.0 50000 Glns. Dharabi Dam G/main 4. Direct 12” PVC delivery 2.00 + Pumping to main for direct 2.00 SB Jhelum - - - - pumping from 2 x 2.0 Road Area Tatral Road Water Works At Tatral Road = 8.00+4.5 Water Works SB Total For Dharabi = 1.0+1.0 Source SB

2.6.9.3 Proposed New Pumping Machinery Column Sr. For OHR Discharge Head Motor No. of Pipe Remarks No. Area (Cusec) (Ft) BHP Pumps (Ft) A- Tatral Roads Water Works Khumini Chowk Existing one 1. 1.5 130 10 30 1 OHR will be S.B Existing 1.0 Qasmi Mosque 2. 2.0 140 10 40 1 cusec one pump OHR will be S.B Direct pumping One pump will 3. to Jhelum Road 2.0 140 10 40 2 be S.B Area B- Railway Road Water Works One pump will OHR 20000 be S.B Existing 1. 1.0 120 10 20 2 Glns. pump unserviceable Total 6 Including 2 Nos. as stand by

2.6.9.4 Installation of New Machinery Exist. P. Machinery New Installation Rising OHR to Pump House Discharge No. of Discharge main to be be No. No. of Pumps (Cusec) Pumps (Cusec) connected served A. Tatral Road W/ Works For Existing 1 Khamini 2 1.5 1 1.5 12” dia. (Existing) Chowk AC OHR New 12” For 2 dia. AC + Qasmi 2 1 - - (Existing) Old 8” dia. Mosque AC OHR For 12” dia. Qasmi 3 AC New Mosque New OHR - - 3 2 construction on For Tank top 12” dia. Jhelum AC New Road Area A. Railway Road W/ Works For R/Main for 20000 1 2 0.44 2 1 20000 glns. glns. At (Existing) Unserviceable OHR Railway Road Including 2No. (One No. 1.0Cfs and Total 6 One No. 2.0Cfs) as Stand by

2.7 SITE SUITABILITY

Site for all proposed installations are available and discussed as under:-

2.7.1 Land for Treatment Plant at Kot Raja Dam Source 1.5 acres of land will be required for construction of treatment facilities. This land is privately owned and is easily available. No difficulty will be experienced by TMA for its purchase.

2.7.2 Land for Water Works and OHRS in the City All sites are owned by TMA and no problem for execution of works will be experienced. The cost of land to be procured has been assessed and provided in the cost estimate. Proforma in this regard is attached at Annexure – F.

2.8 IMPLEMENTATION PERIOD

It is estimated to take one year (12-months) for execution. It will consist of three components:- 1. Improvement of existing system 2. Construction of treatment plant at Kot Raja Dam. 3. Installation of Tube wells near Khokhar Zer water works. 4. Rehabilitation of Distribution System.

This phase will take one year for execution.

The activities involved in execution of this sub project have been defined in Annexure – C in the form of bar chart.

2.9 PROPOSED DETAILED DESIGN AND SUPERVISION

The feasibility studies, detailed design and preparation of bid documents will be entrusted to Consultants. The construction will be carried out under the control of TO (I&S) Chakwal under resident supervision of consultants.

2.10 PROPOSED PLAN FOR DESIGN AND CONSTRUCTION

The proposed plan for design and construction of this sub project has been given at Annexure – C and is narrated as under:-

Activities Schedule Feasibility studies, detailed design Upto 30th September 2006 and procurement of bid documents. Invitation of bids & award of work 1st Oct to 30 Nov 2006.

Contractor’s mobilization period Dec 2006 December 2006 to Nov, Execution of contract 2007.

2.11 OPERATION AND MAINTENANCE IMPLEMENTATIONS Present billed amount for domestic & Commercial connection / Annum = Rs. 3,500,280/- Recovery 2004-2005 = Rs. 3,098,979/- (3.10 million) % Recovery = 88%

ANNUAL O&M COST FOR 2004-2005 Establishment charges = Rs. 1,705,585/- Electricity bills = Rs. 2,085,506/- Repair & Maintenance + Miscellaneous = Rs. 3,389,262/- TOTAL = Rs. 7,180,353/- (7.18 million) % of recovery against O&M charges = 43% The existing system is being maintained by TMA out of its own sources through a staff consisting of 24 members. As given above the revenue recovery is meeting only 43% of the O&M charges (year 2004-2005). The number of connections is too low (domestic and commercial) as compared to population of the town. This is due to non provision of distribution system in 67% area of the town and water shortage at terminal ends of existing distribution system. TMA intends to raise the tariff for domestic & commercial connections. The O&M cost after completion of this project has been worked out (Annexure-D to D3) whereas the projected user charges recovery has been worked out in the Annexure – D4. The comparison of user charges vs O&M cost is reproduced in Annexure D5. The financial position of TMA is reflected at Annexure D6. TMA will have to revise the tariff schedule once the services are upgraded in year 2009 and then this increase will be gradual .TMA will have to finance the deficit for year 2009 beyond that the scheme will be self sufficient. From the financial position of TMA Chakwal (Annexure-D6), it is evident that TMA has got surplus available with them in every year which can be used for meeting the deficit. Hence in the initial year TMA will be capable to bridge the gap between the user charges recovery and O&M charges.

The revised tariff schedule and the deficit / surplus from year 2009-2026 will be as under:-

Year Domestic Rate / Commercial Rate / Deficit / Surplus Month (Rs) Month (Rs) (Million)

2009 120 300 (-) 3.68

2011 140 350 2.29

2013 140 375 4.09

2016 155 400 7.60

2021 180 500 11.45

2026 200 600 14.94

2.12 ENVIRONMENTAL & SOCIAL ISSUES No appreciable adverse effect in environmental and social sector will come up. The quantity of waste water will however increase and TMA intends to renovate, improve and extend its sewerage system under PMSIP. Main issues of excavation of trenches, noise pollution, & dust pollution will come up during implementation which will be mitigated by taking appropriate measures. All these measures will be discussed and provided for in feasibility report and design and the cost involved thereof will be included in the cost of sub project. The Performa’s for social and environmental issues has been attached Annexure-E

2.13 SUB-PROJECT COST SCOPE OF WORK

Sr. Description of Work Unit Size Qty. No. A. IMPROVEMENT OF EXISTING INFRASTRUCTURE Ground Storage Tank at Tatral 1. Gallons 50000 Road Water Works Rising Main 2. Rft. 12” dia. 7200 (PVC pipe, Class‘B’) Delivery Main Rft. 12” dia. 3300 3. (PVC pipe, Class‘B’) Rft. 6” dia. 5000 DWT Q = 1.5 Cusec Sets. Head = 130 ft. 1 BHP = 40 L = 10 ft. DWT Q = 2.0 Cusec 4. Pumping Machinery Sets. Head = 140 ft. 3 BHP = 40 L = 10 ft. DWT Q = 1.0 Cusec Sets. Head = 120 ft. 2 BHP = 20 L = 10 ft. Yard Piping at Tatral Water 5. Job L.S 3 Works 6. Pump House No. 40’ dia. Qtr. Circular 1 100 KVA 1 7. External Electrification No. 50 KVA 3 11 KV Spans 2 B. TUBE WELLS NEAR KHOKHAR ZER WATER WORKS 1. T/wells No. 1 Cusec 3 2. Pump house No. 10 x 10 3 Submersible 3. Pumping Machinery Sets. Q = 0.35 cusec 3 H= 200 ft

Sr. Description of Work Unit Size Qty. No. BHP= 15 L 3” = 180 ft. 4. Delivery Main Rft. 4” dia. G.I. 1500 25 KVA 3 5. External Electrification No. 11 KV Spans 8 C. KOT RAJA DAM SOURCE 1. Intake Pipe Rft. 12” dia. MS.. 200 2. Discharge Sump No. 10’ dia. 1 Sedimentation Tanks i/c 3. No. 200 ft. x 120 ft. 2 Piping 4. Medium Gravity Filters No. 50’ x 30’ 3 5. Mixing Chamber & Channel No. - 1 6. Chemical Chamber No. 15’ x 15’ 1 7. Chemical Feeding Pumps Sets. - 2 Chemical Piping, Plumbing 8. Job L.S 1 and Containers 9. Clear water tank Glns. - 100000 DWT Q=1.0 cusec H = 400 ft 10. Clear Water Pumps Sets. 2 BHP = 80 L = 10 ft RPM = 2900 11. Bulk Water Meters Nr. 1.0 Cusec 1 12. Clear Water Pump House Nr. 30’ dia. Qtr. Circular 1 Yard piping in Treatment 13. Job L.S 1 Plant 14. Boundary Wall Rft 4.5” thick 1400 100 KVA 2 15. External Electrification 11 KV Spans 2 16. Land Acre 2.5 D. DISTRIBUTION SYSTEM New Lines 17. Rft. 3” i/d 6770 PVC, B’Class Dismantling and stacking of 18. Rft. - 19590 old pipelines 19. Replacement of Existing lines Rft. 3” i/d 300 with PVC, B’ Class 4” i/d 12160 6” i/d 11230 8” i/d 2000

Sr. Description of Work Unit Size Qty. No. 10” i/d 200

The sub project cost with above scope of work has been worked out to be as under:- (Annexure-G)

Improvement of existing infrastructure, Construction of treatment plant at Kot Raja Dam, Installation of Tube wells near Khokhar Zer Dam treatment works and Rehabilitation of Distribution System. Rs. 65.41 Million

2.14 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 public exchequer. • 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. • Lot money & working hour wasted presently on arrangement of drinking water by individual will be saved. • Healthy bodies will generate healthy minds with better/efficient working. • It will help to a major extent in reduction of cost of preventive medicines.

2.15 OTHER SUB PROJECTS PRIORITIES OF TMA CHAKWAL

Apart from Improvement / Extension of Water supply Scheme Chakwal, the TMA desires to construct & develop a park in Chakwal city for recreation of people. It also wants to rehabilitate certain roads of the city. Both of these sub projects may be taken under PMSIP, once the water supply sub project has been launched.

2.16 RECOMMENDATIONS

• The sub project is financially viable and technically feasible. • TMA can maintain it, provided, it improves its revenue generation structure and takes all measures for proper installation, 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 to be generated after completion of this sub project. • Capacity of TMA be built up in under mentioned sectors:-

(i) O&M of water supply & sewerage system (ii) Detection, regularization of connections and billing, 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 Nazim & key officers be sensitized about that.

Annexure-A

LOCATION MAP

CHAKWAL

Selected

TMA

Annexure-B

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Water Supply Scheme Water Supply

a T PROJECT IMPLEMENTATION PERIOD Name of the Project: Rehabilitatoin/ Improvement of Existing Water Supply Scheme Chakwal

Year 2006 Year 2007 Year 2008 Nr. Activity MJ JASONDJ FMAMJ JASONDJ FM Preparation of feasibility report 1 detail design and bidding documents Invitation of tenders and award of 2 contract

3 Contractor Mobilization

Improvement of Existing 4 Infrastructure in City.

Construction of Kot Raja Dam 5 Treatment Plant.

Installation of T/well near Khokhar 6 Zer.

Rehabilatation of Distribution 7 System

8 Testing & commissioning.

Execution Period 9 123456789101112 (Month Nos.) Annexure - C iii Annexure-D OPERATION AND MAINTENANCE CHARGES

Electric Charges Year Establishment % Repair Miscellaneous Total Remarks Charges Operation 2006 1.71 2.08 3.39 7.18 Actual

2009 1.68** 60% 3.66* 1.01*** 2.50*** 8.85 Projected

2011 2.03 70% 4.27 1.11 2.76 10.17 -- do --

2013 2.46 80% 4.88 1.22 3.04 11.60 -- do --

2016 3.27 90% 5.49 1.41 3.52 13.69 -- do --

* Cost of Electricity at 100 % Operation = 6.10 Million ** 10% Increase per Annum. *** 5% Increase per Annum.

iv ESTABLISHMENT REQUIRED FOR O&M OF REHB/IMPROVEMENT OF EXISTING WATER SUPPLY SCHEME CHAKWAL

Sr. Establishment No. W/works W/works W/works Mial Spring, Spring, Mial Khokhar Zer Zer Khokhar Khokhar Zer, Zer, Khokhar Gravity mains Railway Road Kot Raja Dam Salary per month per Salary Salary per annum per Salary Dharabi, Kot Raja Total Establishment Tatral Road W/works 1 2 3 4 5 10 11 12 13 14 1 Supervisor BS-6 Total Nos. 2 For Entire Schemes 2 6500 156000 2 Pump Driver BS-3 3 2 3 2 - 10 4500 540000 3 Helper BS-1 2 1 2 - 5 4000 240000 4 Chowkidar BS-1 1 1 1 1 - 4 4000 192000 5 Baildar BS-1 - - - 3 3 4000 144000 6 Electrician BS-5 Total Nos. 1 For Entire Schemes 1 5000 60000 Helper with Electrician 7 Total Nos. 1 For Entire Schemes 1 4000 48000 BS-1 8 Plumber BS-3 Total Nos. 2 For Entire Schemes 2 4500 108000 Helper with Plumber 9 Total Nos. 2 For Entire Schemes 2 4000 96000 BS-1 10 Valve man BS-1 - - 2 - - 2 4000 96000 Total 32 1680000 Say 1.68 Annexure D1 v Annexure-D2 ELECTRICAL CHARGES

HORSE POWER IN OPERATION AFTER COMPLETION

Sr. No. Water works No. of Motors BHP Each Total BHP Remarks

1 Tatral Road 5 40 200

2 Railway Road 1 20 20

3 Kot Raja W/Works 1 60 60

G.Total 6 280

Cost / Annum for 100% Operation Total Unit Consumed / Hour = 280 x 0.746 = 209 Keeping cost per Unit Rs.5.00 & 16 hours /day operation Cost per annum at 100% Operation = Rs.6,102,800 Say = Rs.6.10 Million

vi Annexure-D3 MAINTENANCE AND REPAIR A. Repair Charges Rs. Million Description Cost Amount

1% of Civil Works 46.274 0.46

5% of P. Machinery 10.97 0.55

Total 1.01

B. Miscellaneous & Purchases

Purchase of Alum 2.00

Purchase of Lime 0.50

Total 2.50

vii Annexure-D4 GENERATION OF USER CHARGES Assumed Maximum Connectivity = 45% No. of Persons per House = 7

Domestic Connections Commercial Connections

Total %age Total Total Year No. of Proposed Proposed Expected Remarks Population Conne Revenue Nos. Revenue Connection Rate Rate Income ctivity (Million) (Million)

2005 107332 24% 3647 70 3.06 182 200 0.44 3.50 Actual

2009 123166 30% 5279 120 7.60 200 200 0.48 8.08 Proposed

2011 131938 35% 6597 120 9.50 225 300 0.81 10.31 -- do --

2013 140653 40% 8037 120 11.57 250 300 0.90 12.47 -- do --

2016 154817 45% 9953 130 15.53 280 300 1.01 16.54 -- do --

2018 154817 45% 9953 140 16.72 320 400 1.54 18.26 -- do --

2021 154817 45% 9953 150 17.92 350 400 1.68 19.60 -- do --

2023 154817 45% 9953 150 17.92 350 400 1.68 19.60 -- do --

2026 154817 45% 9953 150 17.92 350 400 1.68 19.60 -- do --

* It is assumed that the expended population out of the existing served area will not get water from these sources and the other source (Dharabi Dam) will have to be expedited.

viii Annexure-D5 REVENUE VS O&M CHARGES

Year O&M Charges Projected Revenue Deficit / Saving Remarks

2006 7.18 3.50 -3.68 Actual 2004-05

2009 8.85 8.08 -0.77 Projected

2010 9.51 9.20 -0.32 -- do --

2011 10.17 10.31 0.14 -- do --

2012 10.89 11.39 0.50 -- do --

2013 11.60 12.47 0.87 -- do --

2014 12.30 13.83 1.53 -- do --

2015 12.99 15.18 2.19 -- do --

2016 13.69 16.54 2.85 -- do --

2017 14.31 17.40 3.09 -- do --

2018 14.95 18.26 3.31 -- do --

2019 15.62 18.71 3.08 -- do --

2020 16.33 19.15 2.83 -- do --

2021 17.06 19.60 2.54 -- do --

2022 17.83 19.60 1.77 -- do --

2023 18.63 19.60 0.97 -- do --

2024 19.47 19.60 0.13 -- do --

2025 20.34 19.60 -0.74 -- do --

2026 21.26 19.60 -1.66* -- do --

* The income from the user charges will increase when the other source (Dharabi Dam) has been tapped and facility extended to left over areas.

ix Annexure D-6 FINANCIAL POSITION OF TMA CHAKWAL (Rupees in Million) Year 2002-03 2003-04 2004-05 2005-06 Remarks Income 97.274 102.173 128.512 150.960 Expenditure 88.581 98.795 105.662 225.510 Status Actual Actual Actual Budgeted

Financial Position for Year 2004-05 A. Income i. Income from own sources = 83.377 ii. Government Grant = 45.135 iii. Total Income (i+ii) = 128.512 B. Expenditure i. Maintenance of Services including their establishment (does not cover new construction and development)

Sr. Contingent Services Establishment Total Remarks No. Expenditure 1Water Supply 1.706 5.475 7.181 2Sewerage and Drain 9.972 1.281 11.253 Solid Waste 3 0.000 0.000 0.000 Management 4Fire Fighting 1.009 0.159 1.168 5Street light 0.170 5.578 5.748 6Parks 0.790 0.014 0.804 7Road and Street 2.449 0.871 3.320 8Community Services 0.000 0.000 0.000 9Others 0.000 1.639 1.639 Total 16.096 15.017 31.113

ii) Establishment Charges (Establishment Deployed on = 7.450 services not included) iii) Contingencies = 3.290 iv) Total Non Development = 41.853 (i + ii + iii) v) Development Expenditure = 63.798 vi) Total Expenditure (2004-05) = 105.651 (iv + v) vii) Ratio of Non Development = to Development Expenditure

a) Non Development = 39.61% b) Development = 60.39% x Annexure-E

ENVIRONMENTAL MANAGEMENT PLAN FOR E-2 CATEGORY PROJECTS

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

1. Will the project involve any of the following changes

in land use classification? i. Conversion of recognised environmentally/ historically/culturally sensitive land to any other 3

ii. Conversion of open/recreation areas to 3 commercial/industrial residential use? iii. Conversion of agricultural land to any other use? 3

iv. Conversion of residential/industrial areas to 3 industrial/commercial use? v. Any other? (please specify) 3

2. Will the project create risk of contamination of

ground/surface or drinking water, due to: i) Effluents or leachates 3 ii) Due to leakages 3 iii) Any other? (please specify) 3

3. Will the project increase or decrease? i) Depth of GW table 3 ii) Flow/quantity in water bodies 3 3 4. Will the project have any possibility of water-logging? 3 5. Will the project cause any air pollution? 3 6. Will the project cause noise pollution? 3 7. Will the project generate solid waste? 3 8. Will the project result in cutting of trees?

9. Will the project damage or disturb other service lines? i) Water supply lines 3 Due to excavation of Efforts will be made to ii) Electric cables 3 trenches these services have minimum may be disturbed. disturbance. All the iii) Roads 3 concerned departments iv) Telephone cables 3 will be coordinated to have minimum v) Any other (please specify) 3 damage/ disturbance 10. Will the project cause any health hazard? 3

3 11. Will the project create smell and/or smoke? 3 12. Project causes any effect on flora and fauna?

xi Annexure-F

Land Acquisition and Resettlement Impacts Checklist

1. Name of Subproject: Extension / Improvement of Water Supply Scheme Chakwal 2. TMA name: Chakwal 3. Sub-project Location (include map/sketch): Location map attached 4. Proposed Date of Commencement of Work: Dec, 2006 5. Technical Drawings/Specifications Reviewed (Circle answer): Yes--- No---In Progress 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 _ 1.10_ 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) Agriculture (ha) __1.10__ 8. Existing users: a) Number of Customary Claimants: x b) Number of Squatters: x c) Number of Encroachers: x d) Number of Owners: 1 e) Number of Tenants: x f) Others (specify) x g) Common facilities affected: (Describe) Nil 9.Whether any common facilities or other structures affected due to acquisition of above lands: No 10. Type of Plan required; (a) S 1 Resettlement Plan (b) S 2 Abbreviated Plan Not Applicable (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: ______

xii Annexure-G

Rehabilitation/Improvement of Existing Water Supply Scheme Chakwal

SUMMARY OF COST

Work Outlay Sr. No. Description of Work Cost in Million

1 Improvement of Existing Structure 15.768

2 Kot Raja Dam Source Treatment Plant 34.395

3 T.Wells Near Khokhar Zer Water works 6.187

4 Distribution System i/c Replacement 4.154

Total 60.504

*Consultancy Charges @ 5.4% 3.091

Contingencies Charges @ 3% 1.815

G. Total 65.410

Say 65.41

* Excluding External Electrification and Land Cost

xiii Annexure-G1 Improvement & Extension of Water Supply Scheme Chakwal GENERAL ABSTRACT OF COST (Cost in Rupees)

Sr. Description Unit Size Qty. Cost/Unit Total Cost No. A. IMPROVEMENT OF EXISTING INFRASTRUCTURE Ground Storage Tank at 1 Glns. - 50000 30 1,500,000 Tatral Road W.Works 2 Rising Main (PVC, 'B') Rft. 12" dia. 7200 575 4,140,000 Rft. 12" dia. 3300 575 1,897,500 3 Delivery Main (PVC, 'B') Rft. 6" dia. 5000 145 725,000 DWT Q= 1.5Cfs Sets. H=130ft. 1 900000 900,000 BHP=40 L=10ft. DWT Q= 2.0Cfs 4 Pumping Machinery Sets. H=140ft. 3 1150000 3,450,000 BHP=40 L=10ft. DWT Q= 1.0Cfs Sets. H=120ft. 2 820000 1,640,000 BHP=20 L=10ft. Yard Piping at Tatral W / 5 Job L.S 3 200000 600,000 Works 40' dia. Qtr. 6 Pump House No. 1 175000 175,000 Circular 100 KVA 1 180000 180,000 7 External Electrification No. 50 KVA 3 150000 450,000 11KV spans 2 55000 110,000 Total 15,767,500 Say 15.768

B. KOT RAJA DAM SOURCE ( TREATMENT PLANT) 1 Intake pipe Rft. 12" dia. MS 200 3200 640,000 2 Discharge Sump No. 10' dia. 1 120000.00 120,000 Sedimentation Tanks i/c 3 No. 200'x120' 2 130.00 6,240,000 Piping 4 Medium gravity filters No. 50'x30' 3 4000 18,000,000 Mixing Chamber and 5 No. - 1 200,000 200,000 channel 6 Chemical chamber No. 15'x15' 1 3,000 675,000 7 Chemical feeding pumps Sets. 2 200000 400,000 Chemical piping, plumbing 8 Job. L.S L.S 300,000 and Containers 9 Clear water Tank Glns. - 100000 25 2,500,000 xiv Annexure-G2 Sr. Description Unit Size Qty. Cost/Unit Total Cost No. DWT Q= 1.0Cfs H=400ft. 10 Clear Water Pumps Sets. 2 1060000 2,120,000 BHP=80 L=10ft. RPM=2900 11 Bulk water meters No. 1 Cusec 1 50000 50,000 Clear water pump 30' dia. Qtr. 12 No. 1 150000 150,000 house Circular Yard piping in Treatment 13 L.S L.S 300,000 Plant 14 Boundary wall Rft. 4.5" thick 1400 700 980,000 100 KVA 2 180000 360,000 15 External Electrification No. 11KV spans 2 55000 110,000 16 Cost of Land Acre 2.5 500000 1,250,000 Total 34,395,000 Say 34.395

C. KHOKHAR ZER SOURCE 1 Tube wells No. 1 Cusec 3 645,800 1,937,400 2 Pump house No. 10' x 10' 3 130000 390,000 Submersible Q= 0.35Cfs 3 Pumping Machinery Sets. H=200ft. 3 820000 2,460,000 BHP=15 L 3"=180' 4 Delivery main Rft. 4" dia. G.I 1500 400 600,000 25 KVA 3 120000 360,000 5 External Electrification No. 11KV spans 8 55000 440,000 Total 6,187,400 Say 6.187 D. DISTRIBUTION SYSTEM New Lines Rft. 3" i/d 6,770 63.00 426,510 1 PVC, 'B' Class Specials @ 5% 426,510 21,326 Dismantling and stacking of Rft. 19590 15.00 293,850 old Pipelines Rft. 3" i/d 300 63.00 18,900 2 Rft. 4" i/d 12160 87.00 1,057,920 Replacement of Existing Rft. 6" i/d 11230 145.00 1,628,350 Lines with PVC B' Class Rft. 8" i/d 2000 235.00 470,000 Rft. 10" i/d 200 375.00 75,000 Specials @ 5% 3,250,170 162,509 Total 4,154,364 Say 4.154