Field Appraisal Report Tma Daska

Home , Daska, Jamke Cheema, Mandranwala, Sambrial

FIELD APPRAISAL REPORT TMA DASKA

Prepared by:

Punjab Municipal Development Fund Company

TABLE OF CONTENTS

1 INSTITUTIONAL DEVELOPMENT...... 5 1.1. BACKGROUND ...... 5 1.2. METHODOLOGY ...... 5 1.3. DISTRICT PROFILE ...... 5 1.3.1. History...... 5 1.3.2. Location ...... 5 1.3.3. Area/Demography...... 5 1.4. TMA/TOWN PROFILE ...... 6 1.4.1 Location ...... 6 1.4.2 History...... 6 1.4.3 Area/Demography...... 7 1.4.4 Municipal Administrative Setup...... 7 1.5. TMA STAFF PROFILE ...... 8 1.6. INSTITUTIONAL ASSESSMENT...... 8 1.6.1. TMO Office ...... 8 1.6.2. Complaint Register ...... 8 1.6.3. Dissemination of Information...... 9 1.6.4. Community-Driven Development ...... 9 1.6.5. Trainings ...... 10 1.6.6. Performance Improvement Plan (PIP) in TMO Office...... 11 1.7. REGULATION...... 11 1.7.1. Staff Position...... 12 1.7.2. Performance Improvement Plan (PIP) for TO(R) Office ...... 13 1.8. TOWN PLANNING ...... 14 1.8.1. Status of maps in TMA...... 15 1.8.2. Building Control ...... 15 1.8.3. Status of plans:...... 15 1.9. TMA Finances ...... 18 1.9.1. Recommendations...... 20 1.10. INFRASTRUCTURE & SERVICES ...... 21 2. FIELD APPRAISAL REPORT OF ROADS IN DASKA TOWN ...... 22 2.1. PREFACE...... 22 2.1.1. Sub-soil & ground water conditions ...... 22 2.2. RATIONALE OF THE SUB PROJECT ...... 22 2.2.1. Existing Situation...... 22 2.2.2. Existing condition of TMA roads ...... 23 2.2.3. Existing Streetlight System...... 24 2.3. NEEDS...... 25 2.4. PROBLEMS ...... 25 2.4.1. Public Problems ...... 25 2.4.2. Funding Problems ...... 26 2.5. JUSTIFICATION FOR THE PROPOSED SUB-PROJECT ...... 26 2.6. THE SUB-PROJECT...... 27 2.6.1. Description...... 27 2.6.2. Proposed Design For Roads...... 27 2.6.3. Proposed design for streetlights...... 28 2.6.4. Site Suitability...... 28 2.6.5. Implementation period...... 29 2 2.6.6. Proposed Detailed Design & Construction Supervision...... 29 2.6.7. Operation & Maintenance Implications...... 29 • Existing revenue generation ...... 30 2.6.8. Environmental & Social Aspects...... 30 2.7. SUB-PROJECT COST ...... 31 2.8. RECOMMENDATIONS...... 31 3. FIELD APPRAISAL REPORT FOR SOLID WASTE MANAGEMENT OF DASKA TOWN...... 32 3.1. PREFACE...... 32 3.2. RATIONALE OF THE SUB-PROJECT...... 32 3.2.1. Existing System ...... 32 3.2.2. Available Equipments...... 33 3.2.3. Existing Establishment...... 33 3.2.4. Annual Expenditure on SWM (year 2004-2005)...... 33 Existing Collection Points...... 34 3.2.5. Existing Land fill Sites...... 34 3.3. EXISTING SERVICE LEVEL...... 34 3.3.1. Served Areas ...... 34 3.3.2. Poorly Served Areas ...... 35 3.3.3. Un-Served Areas (Without Deployment of Staff) ...... 35 3.3.4. Daily Collection Points...... 35 3.3.5. Biweekly Collection Points...... 35 3.3.6. Collection Points Attended Off and On ...... 36 3.3.7. Collection Points Un-attended ...... 36 3.4. NEEDS...... 36 3.5. PROBLEMS ...... 36 a. Equipment...... 36 b. Manpower Constraints...... 36 c. Funding Constraints...... 37 3.6. IMPROVEMENT REQUIRED WITH JUSTIFICATION ...... 37 a. Equipment Requirements...... 37 b. Improvement in Management...... 37 c. Land Fill Sites...... 37 3.7. THE SUB-PROJECT...... 38 a. Description...... 38 b. Design of the Sub-Project ...... 38 c. Proposed Solid Waste Management System...... 38 i. Street Wastes Management...... 39 ii. Resource Recovery ...... 39 iii. Litter Bins ...... 40 iv. Handling of Special Waste...... 40 v. Collection Points...... 41 d. Final Disposal of Solid Waste...... 41 i. Composting...... 42 ii. Incineration ...... 42 iii. Sanitary Landfilling ...... 42 iv. Recommended Method ...... 42 v. Selection Criteria for Landfill Sites ...... 42 vi. Monitoring and Inspection...... 42 e. Assumed Parameters...... 43 i. Population Growth...... 43

3 ii. Solid Waste Generation ...... 43 iii. Collection...... 43 iv. Disposal...... 43 f. Year Wise Vehicles and Equipment Total Requirements...... 46 g. Existing Position Of Solid Waste Management Statistics ...... 47 i. Solid Waste Collection – Efficiency...... 47 ii. Cost of SWM per Person ...... 47 iii. Existing Resources for Solid Waste Management...... 47 2.1...... 47 h. Requirement of Establishment...... 48 i. Scope of Work ...... 48 i. Requirements of the sub-project ...... 48 ii. Vehicles & Equipment...... 48 iii. Land Fill...... 49 j. Site Suitability...... 49 i. Site for Collection Point...... 49 ii. Site for Land Fills ...... 49 3.8. SITE FOR WORKSHOPS AND PARKING ...... 50 3.9. IMPLEMENTATION PERIOD ...... 50 3.10. PROPOSED DETAILED DESIGN AND CONSTRUCTION ARRANGEMENTS...... 50 3.11. PROPOSED PLAN FOR DESIGN AND CONSTRUCTION...... 50 3.12. OPERATION AND MAINTENANCE...... 50 3.13. INITIAL ENVIRONMENTAL AND SOCIAL ASSESSMENT...... 51 3.14. LEVYING OF USER CHARGES...... 52 3.15. LAND ACQUISITION...... 52 3.16. THE SUB-PROJECT COST...... 52 3.17. SOCIAL BENEFITS ...... 52 3.18. RECOMMENDATIONS...... 52

17. ANNEXURE-A: Location Map ...... i 18. ANNEXURE-B: Town Map for Roads ...... ii 19. ANNEXURE-C: Cross Section of Roads...... iii, iv 20. ANNEXURE-D: Demand of Equipment for Street Lights...... v 21. ANNEXURE-E: Implementation Period for Roads ...... vi 22. ANNEXURE-F: Operation and Maintenance of Street Lights...... vii 23. ANNEXURE-G: Enviromental Plan ...... viii, ix 23. ANNEXURE-H: Cost Estaimate Roads ...... x-xiii 23. ANNEXURE-I: Town Map for SWM & Land Fill Sites ...... xiv 23. ANNEXURE-J: Implementation Period for SWM ...... xv 23. ANNEXURE-K: O & M Charges of Solid Waste ...... xvi, xvii 23. ANNEXURE-L: Environmental / Land Acquisition for Solid Waste.....xviii, xix 23. ANNEXURE-M: Cost Estaimate for SWM ...... xx

4 1 INSTITUTIONAL DEVELOPMENT

1.1. BACKGROUND

TMA Daska has applied for funding from PMDFC for roads and solid waste management sub-projects. After initial desk appraisal, PMDFC field team visited the TMA 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

Sialkot is one of the ancient cities of the Punjab. It is believed to have been founded by Raja Sul of Pando Dynasty whose heroic deeds were recorded in the Mahabharata, the sacred Hindu scriptures. The place was originally called Sulkot which subsequently changed to Sialkot. During the British rule Sialkot was designated as a district. Its constituent revenue sub-districts (Tehsils) were Sialkot, Narowal, Shakargarh, Daska and Pasrur. In 1973 Narowal and Shakargarh Tehsils were separated to constitute Narowal district.

1.3.2. Location

The district has an irregular boundary. It is bound on the north-west by Gujrat district, on the north and the north-east by the Indian-held Jammu and Kashmir, on the east and the south-east by Narowal district, on the west and the south-west by Gujranwala district and on the south, it just touches Sheikhupura district.

1.3.3. Area/Demography

The district covers a total area of 3,016 square kilometres. Its population is 2,723,481 as per DCR 1998. It has four Tehsils/TMAs.

1. Sialkot 2. Daska 3. Pasrur 4. Sambrial (newly created)

The demographic details of the district are as under:

1981- Population 1998 98 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 (%) Sialkot 1,012 1,250,999 649,459 601,540 108.0 1,236.2 35.2 7.2 802,537 2.64

Daska+Sambrial* 1,026 811,037 439,978 420,633 104.6 838.8 22.7 7.6 573,598 2.41

Pasrur 978 611,871 307,095 304,776 100.8 625.6 12.7 7.3 426,370 2.15 Source: District Census Report 1998, Population Census Organization, Statistics Division Government of Pakistan, Islamabad *Sambrial was raised to the administrative status of /TMA in October 2005 and its separate demographic data is not available. 1.4. TMA/TOWN PROFILE

1.4.1 Location

Daska is located in the north-west of Sialkot. It is linked with the district headquarters by two metalled roads passing through Ghunike and Sambrial. It is located at an equidistance of 24 Km from the surrounding towns of Gujranwala, Sialkot, Pasrur and Sambrial. (Location map at Annexure-A)

1.4.2 History

Daska town was founded in the times of the Mughal King Shah Jahan (1592-1666). According to the revenue record, it was originally named Shah Jahanabad. The lands of the area were owned by Das family and thus it came to be known as Daska. “Ka” denotes belonging to, it is like English preposition ‘of’, used to indicate possession, origin, association . According to another popular tradition the town is called Daska because it is located at an equidistance of Das Koh (24 Km) from all of its surrounding towns, hence it is called Daska. ‘Das’ means ten and ‘Koh’ is the indigenous unit of measuring distance.

Under the British, Daska was given the status of revenue sub-district (Tehsil) in 1868. At the time of the partition of the subcontinent in 1947, the non-Muslim population emigrated to India and the Muslim population from India, immigrated to Pakistan. Daska, like other towns of the newly-created state of Pakistan, received a substantial number of immigrants. The influx of the settlers outnumbered the outflow of non- Muslim inhabitants of Daska. The town thereafter expanded both in terms of area and population at much higher pace, further spurred by the growth of industry .. From 1960 onward hundreds of industrial units/ workshops came up in different parts of the town and the town started to specialize in the manufacturing of agro- engineering equipments, woodworks and diesel engines.

6 The surgical instruments and sports industry has spread towards Daska from Sialkot along Daska-Sialkot road. An industrial corridor along this road has emerged and this industry is earning appreciable foreign exchange. Rice husking and polishing is another industry flourishing around this town and a lot of rice is exported from this Tehsil. The area is irrigated by upper Chenab canal system, enabling cultivation of cash crops and vegetables. Some dairy farming is also developing in the surrounding areas.

1.4.3 Area/Demography

TMA Daska spreads over an area of 1,026 square kilometres with a population of 860,611(as per DCR 1998. The area and the population includes that of TMA Sambrial, as segregated demographic data for TMA Daska and Sambrial is not yet available).

1.4.4 Municipal Administrative Setup Daska was declared as notified Area Committee in 1942 and Municipal Committee in 1953. After the Devolution Plan in the year 2001, it was accorded the administrative status of TMA, with forty two (42) union councils. On 29 October 2005, its CO unit Sambrial with nineteen Union Councils was separated from TMA Daska to constitute a separate TMA. TMA Daska is left with 23 Union Councils, including five in the urban areas.

The detail of CO Units is as follows:

Population 1998 1981-98 Avg. annual Avg. CO Units Population 1981 growth rate HH size Both sexes Male Female (%) Daska 102,833 52,359 50,524 55,555 3.69 7.7 (Headquarter)

Jamke Cheema 20,474 10,308 10,166 14,848 1.91 7.6

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

The annual growth rate of Daska town is quite high as compared to other similar towns. The high urbanization is due to rapid growth of industry which produces jobs for people who migrate from rural areas to urban localities. With this growth rate, the estimated current population of the town is about 137,480. It will grow to 197,518 in the year 2016.

1.5. TMA STAFF PROFILE

Date of Sr. Service Service Name Designation Joining TMA # Cadre (years) Daska

1 Shaukat Hayat TMO 25.04.2006 LGRDD 13

Muhammad 2 TO (R) 01.04.2002 LCS 20 Younas Bhatti Muhammad 3 TO (I&S) 08.03.2006 P.H.E.D 31 Rashid Muhammad 4 TO (F) 13.04.2004 LGRDD 34 Shakeel

5. Vacant TO (P&C)

1.6. INSTITUTIONAL ASSESSMENT

The ID team assessed the institutional capacity of TMA Daska for accomplishment of mandatory functions as per PLGO 2001 in general and of (I&S) office for execution of proposed roads and solid waste management sub-projects in particular. Based on discussions with the respective TMA staff, the FARs includes the proposed Performance Improvement Plan (PIP) for each TMA office.

1.6.1. TMO Office

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

1.6.2. Complaint Register

TMA Daska maintains a complaint register to keep track of reported complaints. The record comprises written, telephonic and verbal complaints. 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. This inspection ensures early disposal of complaints.

8 1.6.3. Dissemination of Information

TMA Daska has made some rudimentary institutional arrangements for dissemination of information to the citizens. Information is shared at TMA office Notice Board and through the advertisements in the local and national newspapers. However, there is no TMA website to display its achievements, goals, infrastructure development and public response or feedback. Like other TMAs, the prescribed reporting channels between the TMA and the Provincial Government as laid down in PLGO 2001 are not strictly adhered to. The Annual Budget is forwarded to the Provincial Government. Because of its inadequate institutional capacity, TMA needs constant overseeing by the Provincial Government. The proposed monitoring system for Provincial Government under PMSIP shall be of great help in this regard.

1.6.4. 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.

Inspite 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 Reconstruciton 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 registered CCBs in TMA Daska is 5.

The details of year wise allocation of funds for CCBs in TMA Daska are given below: Sr. Un-Spent FY Allocation Expenditure No. Balance 1. 2001-02 ------

2. 2002-03 ------

3. 2003-04 5000 --- 5000

4. 2004-05 3,983,997 7,271,003 11,255,000 5. 2005-06 22,271,003 10,495,220 11,775,783

1.6.5. Trainings

Field assessment of TMA Dask reveals that there is a dearth of I.T skills in the TMA. The staff in Engineering , Finance , Planning and Regulation offices was never offered I.T. training. PMDFC is of the view that I.T training for TMA staff will be 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, I.T 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 Daska for basic computer training for its staff, PMDFC has agreed to fund computer training for the following TMA staff, at a local Computer Training Institute.

Sr. # Name Designation 1. Mr. Akhtar Zaman Superintendent 2. Mr. Majid Mehmood Accounts Clerk 3. Mr. Muhammad Bashir Tax Inspector 4. Mr. Munawar Ali Senior Clerk 5. Mr. Namit Ali Senior Clerk 6. Mr. Qasim Ali Sub-Engineer 7. Mr. Tanvir Ahmad Sub-Engineer

10 8. Mr. Shafqat Javid Cheema Sub-Engineer 9. Mr. Yousaf Ali Sanitary Inspector 10. Mr. Muhammad Riaz Assistant 11. Mr. Khalid Pervaiz Assistant 12. Mr. ana Muhammad Naaz Assistant 13. Mr. Shahid Maqsood Senior Clerk 14. Mr. Muhammad Aslam Sernoir Clerk 15. Mr. Farooq Ahmad Record Keeper 16. Mr. Abdul Sattar Assistant.

1.6.6. Performance Improvement Plan (PIP) in TMO Office

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

PIP Tasks PMDFC Interventions Performance Indicators (i) Citizens’ complaint cell • Provide standard design of the • Number of complaints setup and complaints Complaint center. tracked tracking system started • Provide Standard Operating Procedures (SOPs) for the • Number of complaints Complaint center. disposed of as per • Provide hands on training for SOPs. the implementation of complaints center SOPs. • Provide system for complaints tracking and analysis. (ii) TMA website • Provide template for website • Website contents are developed design. updated regularly. • Finance the cost of website development and initial • Number of citizens hosting. accessing the website • Training of TMA staff for (per month) regular update of websites. (iii) Training needs • Formation of training • Number of TMA staff assessment of TMA calendar trained under each TO. staff by TMO • Make requisite arrangements for trainings.

1.7. REGULATION

The office of TO (R) is extremely crucial in TMA set up. It is the lynchpin in the enforcement mechanism of TMA. It is mandated to regulate market & services; issue licences, permits, grant permissions & impose penalties for violation thereof; manage municipal lands, estates, properties, facilities, assets & enterprises vested in TMA. It is also responsible for enforcement of municipal laws, rules and by-laws governing

11 the functioning of TMA. Prevention of encroachments on public lands and places; prosecution and follow up of criminal, civil and recovery proceedings and regulating, affixing of signboards and advertisements are some other important functions of TO(R). TO(R) Daska, Mohammad Younas Bhatti is an experienced officer and is striving to improve the working of Regulation Office. One of his achievements is enforcement of ticketing system. By amendment in PLGO in June, 2005 TMAs have been empowered to introduce ticketing system for municipal offencesspecified 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 insectives have been provided to inspectors from fine proceedes imposed by courts in offences specified in Fourth Schedule . Municipal Litigation

In the last 3 years a total of 120 cases were filed in the courts, out of which only 39 are pending at the moment. Thirty-five cases are pending in the lower courts at Daska, one case is pending in the Sessions Court at Sialkot, three cases are lying before Lahore High Court. TO (R) has maintained the record of all cases and sends a monthly report to TMO. The legal branch of TMA is working very efficiently.

Over the last three years, TO (R) has issued a total of 44 NOCs for commercial connections of natural gas, (commonly known in Pakistan as Sui Gas, since it is extracted from natural gas fields at Sui in Balochistan); 54 NOCs for commercial connections of electricity and 15 NOCs for the installation of telecommunication towers. Manual records for all the NOCs issued by TO office are duly maintained. The above figures show that Daska being located close to the industrial hub of ‘Gujrat-Gujranwala-Sialkot’ has a booming economy. A number of small and medium scale industries are coming up.

1.7.1. Staff Position

The following is the staff position of the office of TO(R).

S. No. Name of Post B.P.S No. of Posts Status

1. Tehsil Officer (Regulation) 17 1 Posted

2. Assistant 11 1 Posted

3. Senior Clerk 07 1 Vacant

4. Junior Clerk 05 1 Vacant

5. Driver 05 1 Vacant

6. Naib Qasid 01 1 Vacant

Food Branch

7. Food Inspector 11 1 Vacant

8. Junior Clerk 05 2 Vacant

Land

9. Patwari 05 1 Vacant

Legal Branch

10. Legal Advisor Part-time 1 Posted

11. Senior Clerk 07 1 Vacant

12. Junior Clerk 05 1 Vacant

Nine staff positions in the TO(R) office are lying vacant. TO(R) has just one assistant available for performing a wide range of municipal functions. The unavailability of staff is seriously hampering the working of TO(R) office.

1.7.2. Performance Improvement Plan (PIP) for TO(R) Office

In consultation with TO (R) the following Performance Improvement Plan is proposed for the office of TO (Regulation). These interventions are for the year one and further capacity interventions would be initiated in the subsequent years, subject to the continual eligibility of the TMA for PMSIP funding.

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

• Municipal estates and properties

13 1.8. TOWN PLANNING

The office of TO (P) is a very crucial office in TMA setup. It has been allocated the following business under PLGO 2001:

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

2. Exercise control over land use, land sub-division, land development and zoning by public and private sectors for any purpose including agriculture, industry, commerce, markets, shopping and other employment centres, residential, recreation, parks, entertainment, passenger and transport freight and transit stations;

3. Execute and manage development plans;

4. Develop and manage schemes including site development in collaboration with District Governments and Union Administrations;

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

6. Maintain municipal records and archives.

7. Exercise Building Control;

PMDFC ID team met three staff members from TO (P) office namely Shafqat Javaid Cheema, sub-engineer (additional charge), Muhammad Aslam, building Inspector (additional charge) and Shahid Maqsood, clerk. TO (P) position is vacant and additional charge of the post is with the TO(R). ID team had thorough discussions with the TMO and his staff on the planning issues in the TMA.

The following Table compares the available posts and the filled posts in the office of TO (P).

Table - Detail of Posts in the planning office (TMA-Daska)

s/no Post Available Posts Status Additoinal Charge 1 TO(P) 1 Vacant TO(R) 2 Sub-Engineer 1 Vacant sub-engineer (I & S) 3 Building Inspector 1 Vacant Draftsman 4 Draftsman 1 Filled 5 Tracer/surveyor 1 Vacant 6 Junior clerk/billing 1 Filled clerk 7 Naib Qasid 1 Filled

14 As is evident from the above table, most of the important posts are lying vacant. Without TO(P), and regular sub-engineer and building inspector, building control and other development plans get delayed, causing inconvenience to the general public. All records are manually maintained and no analysis of data is performed.

1.8.1. Status of maps in TMA

There are no base maps available in TMA, nor do they have up-to-date utility maps. They have recently updated Tehsil map showing union councils. Daska city map is very old and needs updating but due to unavailability of relevant staff, this basic activity is being ignored.

During the discussions it was revealed that the Planning office needs detailed information on the characteristics and requirements of all land uses, physical, spatial and economic activities that might guide the future shape of the city. But this requires up to date maps. Maps like land use and services are not available with the TMA and the one available is obsolete and outdated.

PMDFC has started capacity building of TMA Daska with the procurement of its GIS image, mainly covering Daska CO unit To date, vectorization of image has been completed and vectorized road and parcel maps have been printed out. Base maps of road network, water supply, SWM are being developed.

1.8.2. Building Control For building control activities residents submit requests with a plan and other requisite documents. Building inspector visits the site and checks if the plan is according to the site. There is a requirement that residents after completion of their buildings get a completion certificate from planning office, but it rarely occurs. There is need of such mechanism that residents have to get the completion certificate. The building control records are manually maintained. Following is the sum of building plans approved in 2004-05.

Building Control Plan Building Control Plans approved in 2004-05 Domestic Commercial 260 52

Fees Collected from Plans

2003-04 2004-05 2005-06 Rs. 627,197 Rs. 1,345,782 Rs. 644,485

In the Financial Year 2003-04 and 2004-05 fees for building plans are contracted out but from the Financial Year 2005-06, the TMA is collecting building plan fees through its own staff.

1.8.3. Status of plans:

Plan formulation: Development plans are made without taking into account the real data and actual needs. The absence of data reflects in uninformed prioritisation of plans. Moreover, ignorance of ground realities results in piecemeal development. Following is the plan status in TMA Daska. 15

Qualified TO Planning No Spatial Planning Spatial plan No Land use map yes Zoning map No Base map No Development Planning Development Plan Annual Development Planning and Budgeting yes 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 No Long term Annual Development Programming and Budgeting No Long term Dev. Program and Budget No

Some other importantfunctions of TO (P) in PLGO are managing coordination activities and CCB schemes; liaison with neighbouring TMAs and Union Administrations; support to Union Administrations. At the moment, progress in collection/analysis of data or coordination of development activities in Tehsil is quite slow. ID team visited CO unit Jamke Cheema and found no institutional arrangements for discharge of mandated responsibilities.

Performance Improvement Plan After detailed discussions with the acting TO (P) and his staff, the following Performance Improvement Plan is proposed for the office of TO (P) in TMA Daska. These interventions are for the year one and subsequent capacity interventions would be initiated in year two and onward, provided the TMA qualifies for round two and onward for PMSIP funding.

PIP Tasks PMDFC Interventions Performance Indicators

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

1.9. TMA Finances

TO (F) is a BPS 17 officer from Local Council Service. He has an overall experience of 30 years. 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 it will reduce the number of errors in the budget and will ensure accuracy in the budget figures. PMDFC selected 10 new TMAs in addition to six pilot TMAs for its first year financing based on the following criteria: 1. Ratio of own source revenue to total revenues 2. Utilization of development funds to total available funds for development TMA Daska is placed at tenth slot in ranking of TMAs, when the above defined criterion was used for data of FY 2003-04. In terms of first criteria of revenues, TMA had a very low ratio of 0.38 but ratio of utilization of development funds to total available funds for development, viz 0.88 places it among the top performers in the Province. Rs. In millions Source 2002-03 2003-04 2004-05 2005-06 (Projections) Taxes 14,776,000 12,230,000 31,666,000 22,122,000 Fee 6,542,000 7,181,000 10,173,000 7,728,000 Rents & Rates 3,819,000 4,066,000 4,662,000 4,762,500 Other Income 625,000 257,000 1,302,000 541,500 Sub-total 25,762,000 23,734,000 47,803,000 35,154,000 Non-Development Grants 14,949,000 20,520,000 20,306,000 22,860 ,000 Development Grants 20,210,000 24,250,000 24,500,000 26,600,000 Sub-total 35,159,000 44,770,000 44,806,000 49,460,000 Total 60,921,000 68,504,000 92,609,000 84.614,000 Expenditure Establishment 15,914,000 17,718,000 19,695,000 14,829,000 Charged Expenditure 320,000 350,000 425,000 - Water supply O&M cost 2,403,000 2,999,000 3,857,000 2,284,000 Street Light 971,000 1,495,000 1,654,000 782,000 Other contingencies expenditure 5,387,000 12,753,000 8,418,000 10,478,000 Sub-total 24,995,000 35,315,000 34,049,000 28,373,000 Development Expenditure 59,384,749 32,712,325 62,175,966 29,551,116 Sub-total 59,384,749 32,712,325 62,175,966 29,551,116 Total 84,379,749 68,027,325 96,224,966 57,924,116

As indicated by the above figures, except for the fiscal year 2005-06, there is a consistent increase in the revenue of the TMA Daska. The decrease in own source revenues, in the current fiscal year has been caused due to the fact that the CO unit Sambrial has been separated from TMA, Daska However, government grants show consistent increase even in FY 2005-06 because the grants of both TMAs are still being received by TMA Daska and will be separated from next FY, 2006-07. The fiscal year 2002-03 is, practically, the first year after the devolution; therefore, there are more schemes and, hence better utilization. However in the next year 2003- 04, the pace set for the previous year could not be met, thus the decrease occurred. But for the year 2004-05, there is almost a 100% increase in the development expenditure, clearly indicating that the TMA improved its working which is a positive indicator. The following table shows the ratio of own source revenue and govt. grants to total revenue:

Source 2004-05 % 2005-06 % Own Revenue 47,803,000 52% 35,154,000 42% Govt. Grants 44,806,000 48% 49,460,000 58% Total 92,609,000 84.614,000

The above analysis shows that, during the financial year 2004-05, 52% of revenue is generated from its own source, while the rest are fiscal transfers from provincial government. This is a healthy sign as TMA is capable of generating revenue on its own. However, in the current financial year, the figure of own source revenue have decreased to 42% of total revenue. This is due to separation of CO Unit Sambrial from TMA Daska. Existing government grants of TMA Daska also contain share of TMA Sambrial, which will be transferred to TMA Sambrial in the next FY.

The following table shows the ratio of non-development and development expenditure to total expenditure: Expenditure 2004-05 % 2005-06 % Non- 34,049,000 35% 28,373,000 49% Development Expenditure Development 62,175,966 65% 29,551,116 51% Expenditure 96,224,966 57,924,116

Apropos the above table, in the fiscal year 2004-05, the TMA is spending 35% of its total expenditures on non-development and 65% on development which is a good sign. In 2005-06 there is a drop in development expenditures due to carving away of CO unit Sambrial.

19 The trend in financial allocations and expenditures show that the TMA has adequate funds left for development that can be utilized as PMSIP contribution for development sub-projects.

1.9.1. Recommendations The PMDFC may guide TMA Daska as follows: 1. Training for TMA staff in finance, accounts, budget and IT. 2. Developing computerized accounting system for TO (F). 3. Assisting in reconciling WAPDA dues with deductions by Provincial Government from UIPT. 4. Conducting surveys to identify new sources of revenue and increasing the existing ones. 5. Helping analyze the difference between the prescribed accounting rules and procedures and existing accounting and book-keeping practices followed in the TMA and filling up this gap. 6. Providing computers and peripherals for TO (F) office. 7. Creating political and social awareness for revenue increase.

1.10. INFRASTRUCTURE & SERVICES

Infrastructure & Services office is the backbone of Tehsil Municipal Administration. It is responsible for provision, management, operation, maintenance and improvement of the municipal infrastructure.

TO (I&S), an officer from PHED cadre/service joined TMA Daska on 8-3-06. The appraisal brought out that there was a shortage of technical equipments like surveying equipments, lab testing equipments, etc.

Neither the progress reports nor any database of infrastructure or contractors is prepared. There seems to be no coordination between TO (I&S) and TO (P) offices. During the discussions, it was revealed that most of the I&S staff were willing to receive trainings on computer applications, use of modern technical equipments, preparation of project documents (designs & estimates) and operations & maintenance . As there is no computer avaialale in the office of TO (I&S) all the records are manually maintained.

Performance Improvement Plan (PIP) for TO(I&S) Office

After detailed discussion with TO (I&S), the following Performance Improvement Plan is proposed. These interventions are envisioned for the first year and subsequent capacity interventions would be initiated in round two and onward, provided TMA Daska continues to be eligible for PMSIP funding.

PIP Tasks PMDFC Interventions Performance Indicators (iii) Development of skills in • PMDFC to arrange training sessions • Number of PC-I to PC-V preparation of PC-I to PC-V. to train TMA staff for the designed and got approved preparation of PC-I to PC-V. from the competent forum. • PMDFC to review the PC-I to –PC- V prepared by TMAs. (iv) Development of database of • PMDFC to help develop data • Number of municipal municipal services. collection. services for which database • PMDFC to provide standard is developed. template in for data analysis and periodic data updates. • PMDFC to provide necessary training for data collection and periodic data update.

2. FIELD APPRAISAL REPORT OF ROADS IN DASKA TOWN

2.1. PREFACE

This sub-project Field Appraisal Report (FAR) has been prepared by Punjab Municipal Development Fund Company (PMDFC), for construction of 4 Nos. roads in Daska town of Sialkot district as proposed by TMA Daska. This report provides an assessment of the existing facilities of roads available in the town, the problems and needs of the town, the improvements required, site suitability, preliminary design, environmental and social aspects, operation and maintenance cost of the sub-project, implementation period and its arrangements. In order to collect primary data PMDFC team visited Daska town, inspected the site of roads and had discussions with TMA Officers, Engineers and Tehsil Nazim. Keeping in view the needs of the town, site conditions and financial position of TMA, it is concluded that the proposed sub-project is feasible. This sub-project will provide better transportation facilities to the people of this town as well as those public living in the surrounding areas. The TMA can afford to maintain this sub-project after completion and hence the scheme is sustainable.

2.1.1. Sub-soil & ground water conditions This town is situated in alluvial plain of River Chenab and hence contains clay layer on top up to depth of 15 ft, silt up to 25 ft and coarse sand up to 115 ft then fine sand beyond that with different layers of coarse and medium sand up to 500 ft. It has good unconfined aquifers recharged by canals flowing across this tract and mostly by river Chenab, flowing in the northern side of the town.Water quality at greater depth is good but due to stagnation effect of waste water in streets and deep ponds, the shallow water contains relatively greater total dissolved solids than deep water and also is contaminated due to trickling down of bacteria. Number of ponds with stagnating waste water are still observed in the town, degrading the environment, polluting sub- soil water and causing water-borne diseases.

2.2. RATIONALE OF THE SUB PROJECT 2.2.1. Existing Situation Roads in Daska fall under control of three governmental tiers as under: (Plan attached at Annexure-B):- No. Name of Road Controlling Department Color Bye pass road from municipal C&W Govt. of the Punjab. 1. Yellow stadium to i Salkot road Provincial Road C&W Govt. of the Punjab. 2. Circular road Yellow Provincial Road From BRB main bridge to Pasroor 3. Purple road District Govt. Sialkot From Chungi no. 6 at Sialkot road 4. District Govt. Sialkot Purple to Pasroor road

22 2.2.2. Existing condition of TMA roads The condition of circular road from civil chowk to Sialkot road, Kutchery road and College road is quite good. However the remaining TMA roads are badly damaged and at most places non-existent. The metalled width of these roads varies from 10 ft to 35 ft whereas ROW is available in greater widths and even up to 168 ft on road from General Bus-stand to Rest House Chowk. Hence widening of most of the roads is possible, except for few places where ROW is narrow. Due to un-metalled / unpaved shoulders, the residents / shopkeepers have raised the level of their houses/shops by earth-filling and during monsoon the roads are virtually converted into storm water channels, making commuting difficult. . All small streets have P.C.C surface. Almost all the roads have shops and thickly populated areas on both sides and people face extreme difficulties to move around and perform their daily routine works. Due to non-existence of metalled / paved shoulders and footpaths, some shopkeepers have encroached on the shoulders of the road. The existing length, road width, right of way, and existing condition of all metalled TMA roads is given as under.

Av. Av. Length Metalled Kind of S.# Name of Road ROW Existing Condition Width Surface Ft Ft Ft 1 2 3 4 5 6 7 Road is in good shape Bus stand Road (From but very congested and 1. General bus stand to Rest 1500 168 29 TST lesser in width as house) compared to traffic volume. Completely damaged. Some portion is dual Sambrial Road (From carriage way and there 2. Meraj Chowk to Chungi 4920 65 30 TST is difference of No.8) elevation between two ways. One side is completely damaged. Road is badly damaged Stadium Road ( From and mostly burried 3. Civil Chowk to Municipal 4000 66 12 TST underneath soil, stadium) surface is highly undulated Road is badly damaged Awami Road (Nisbat raod and mostly burried 4. + From Milad Chowk to 6840 32 12 TST underneath soil, Pasroor bye pass) surface is highly undulated Wadala Road from 5. Awami 3700 40 17 Carpeted Satisfactory Chowk to BRB canal 6. Afshan Road 1312 36 24 Carpeted Satisfactory 7. Cheena Road 984 20 12 Carpeted Satisfactory 8. Moran wali Kothi Road 330 29 12 Carpeted Satisfactory 9. Model Town Road 985 27 21 Carpeted Satisfactory From Afshan chowk To 10. 1640 18 12 Carpeted Satisfactory BRB canal Jandoo Road (from 11. 2642 40 13 Carpeted Satisfactory bamban wala road to 23 canal view society) 12. Rustam Road 2296 26 12 Carpeted Satisfactory 13. Younis abad Road 1640 18 12 TST Satisfactory 14. College Road (Double) 1884 99 44 Carpeted Satisfactory Jamkay Road (from Noor 15. 4264 18 12 Carpeted Satisfactory mosque to Jinnah chowk) Jamkay Road (from 16. Jinnah chowk to Gaga 4500 33 10 Carpeted Bad condition. chowk) 2.2.3. Existing Streetlight System There is proper streetlight system in Daska Town and lights are fitted on WAPDA poles with brackets. The spacing of these lights is 300 ft. There is no independent system and conductors are hoisted on WAPDA poles. The location of street lighting is given as under:-

Lamps Lamps Sr.No. Road / Location Total Remarks (250 W) (125 W) Wazirabad Road Electric charges 1 18 - 18 being paid by TMA 2 College Road 69 - 69 -do- Chowk Milad to 3 - 10 10 -do- rest house 4 Circular Road - 20 20 -do- 5 Sambrial Road - 16 16 -do- 6 Jamkay Road - 40 40 -do- 7 Galla sheran - 11 11 -do- Galla mission 8 - 7 7 -do- compound 9 Pasroor Road - 13 13 -do- 10 Nisbat Road - 5 5 -do- 11 Wadala Road - 33 33 -do- 12 Gujran wala Road - 9 9 -do- 13 Afshan Road - 12 12 -do- 14 Main bazar - 7 7 -do- 15 Galla Tailian - 16 16 -do- 87 199 286

The condition of streetlights enlisted above is satisfactory except few which need repair or replacement. There are three transformers for street lights at the following points:- :-

i) One no. 50 KVA at civil chowk. ii) One no. 50 KVA at college road near noor mosque. iii) One no. 25 KVA in Daska Klan at Iqbal chowk iv) TMA is not able to extend the proper facility of streetlights to the entire town but it is maintaining the existing system quite well.

24 2.3. NEEDS The Town is expanding due to normal growth and urbanization and traffic intensity on all roads has increased manifold. The under-mentioned two main roads are subjected to heavy traffic load due to increasing commercial and business activities. The areas served and important location / installation on these roads are summarized as under:-

Length Population S. # Road Justification / Facilities/ Institution served (Rft) Covered Bus stand road 1500 Entire town • Main entrance of city to reach all Offices and Rest House, Sadder Police Station, Main Bazaar and all markets. The entire town uses this road to reach bus stand. Hence it is the main route used by 1. passengers coming in and going out of the town. • It also provides an alternate route to main Gujranwala-Sialkot road. • It has shops and residential areas on both sides. Stadium Road 4000 Approx. half • It has very important buildings on it like Municipal of the town Stadium, Civil hospital, women training center, PRSP office, medical laboratories and Raza Sahi hospital. • The citizens use this road to go to Municipal stadium for morning and evening walk. • Almost forty (40) villages lie on this road and all these people use this road to approach main city, 2. Grain Market, vegetable market and other shopping places. • The population is expanding rapidly along this road. • Commercial centers and residential areas lie on both sides of this road. • The entire town uses this road to go to Wazirabad. • This is one of the three links of Daska town to main Gujranwala-Sialkot bye pass. Due to existence of all above mentioned activities / location, the construction / improvement of these roads is necessary. The improvement will result in:- • Smooth flow of traffic • Convenience to the pedestrians • Safe commuting facilities • Elimination of encroachments • Time saving The improvement / construction remained neglected by TMA in past due to constraint of funds.

2.4. PROBLEMS

2.4.1. Public Problems Due to absence of footpaths along these roads, the pedestrians have to walk on roads and sides / shoulders are encroached by shopkeepers, vendors, store owners and other commercial centers by placing their merchandise on road shoulders. . It is resulting in:-

25 • Inconvenience / walking hazards to pedestrians • Obstructed and slow traffic flows • Traffic jams • Accidents

Both roads, where space is available need to be provided with footpaths to eliminate all above mentioned problems and difficulties. Both the roads, which are proposed in this sub project, are either badly damaged or there is no sign of road and look like a muddy track. In the absence of surface drainage due to undulating surface, during monsoon season, residents of this town face severe problems in reaching their work sites and other important places like school, hospitals, and markets, because of stagnant water, muddy and slippery surfaces. Non existence of proper streetlights on these roads is giving rise to under mentioned difficulties:- • People face a lot of difficulties in walking on these roads, sometime stumbling and falling down on dark roads. • Thieves and burglars find ideal atmosphere for their activities. • Watch and ward becomes a problem for police and other security agencies.

Hence the roads need to be equipped with proper streetlights to overcome the above- mentioned problems and to make the environment at night friendly for living.

2.4.2. Funding Problems The problems faced by the public have been fully explained in above section. Both the roads and their streetlights require to be improved but TMA is facing shortage of funds. The annual budget of TMA does not allow huge expenditure for this improvement, whereas GOPb is also not funding these projects. The condition of roads is deteriorating day by day due to increase in commercial and other activities in the town and if not improved at this stage, the infrastructure will not be able to cope up with traffic and pedestrian requirements. 2.5. JUSTIFICATION FOR THE PROPOSED SUB-PROJECT The under mentioned roads need improvement as requested by TMA in their proposal.

a) Bus stand Road (From General bus stand Length 1500 RFT to Rest house) c) Stadium Road ( From Civil Chowk to Length 4000 RFT Ladhay bye pass) Total Length 5500 RFT = 1.7 KM The following works will be undertaken for this improvement. • Widening of roads • Raising where required • Construction of footpaths • Construction / improvement of cross and longitudinal drainage system • Erection of streetlights

26 Without construction / improvement of these roads and streetlight, it is not possible to provide proper transportation facilities in this town. . After completion of the proposed sub-project, the under-mentioned benefits will accrue:- • Better roads shall improve the transportation system as wells as the environment of the town. • The difficulties and problem faced by pedestrian during movement on roads will be eliminated. • The commercial activities and business in the town will improve. • Watch and ward and security of public will improve due to streetlights. • Traffic accidents and wear and tear of vehicles will be reduced. • Maintenance cost of vehicles will be reduced. • The town will have a better look.

2.6. THE SUB-PROJECT 2.6.1. Description The TMA Daska has proposed the widening and improvement of following road segments, which are connected with provincial roads, district roads and populated areas . The importance of these roads along with the need of improvement is given below. (Key plan is attached at Annexure-B). A. Bus-stand Road It is a narrow road. It has shops and houses on both sides. It connects the bus-stand to the main city. Commuters often miss buses due to traffic jams. After widening and improvement it will serve as the main artery of the city and the problem of traffic congestion will be reduced . It will facilitate people to reach the general bus stand in shorter time. Apart from public convenience, it shall also improve the aesthetic environment of the town. B. Stadium Road This road starts from civil chowk and ends at Ladhay bye-pass. There are shops and houses on both sides along half stretch of this road, whereas the remaining half has open fields. Where there is built-up area, shopkeepers have raised their podiums on both sides and this road looks like a stream in rainy season. It has an open drain on left side at some points, at others it is badly damaged. It is very difficult to travel on it. Most of the population uses this road due to Municipal stadium for morning and evening walk. Nearly forty (40) villages lie on this road and people use this road to approach the main city, Grain Market, vegetable market and other shopping places. Daily wagers from these villages come to Daska to earn their bread and butter. The population is expanding rapidly along this road. This is the main road towards Wazirabad and the entire town uses this road. After construction of this road the entire town will feel relieved and especially those who live on its sides and villagers who have to travel on this road daily to come to Daska city. 2.6.2. Proposed Design For Roads The consultants will be engaged to carry out the detailed design for this sub- project. The preliminary design has been carried out by the TMA staff with the help of PMDFC for the above mentioned road segments.

It has been proposed that top surface of all road segments should be carpeted as the availability of asphalt concrete is possible because there are three asphalt plants

27 available within 22 Km distance from this town (Two Nos. in Wazirabad and one in Sialkot owned by Husnain Cotex Pvt. Ltd.). Typical road sections are attached at Annexure-C. Although there is sewerage system in most of the town it is not sufficient to cater for the storm water flow. Therefore storm water drains are proposed on one or both sides, depending upon the availability of space/actual requirements. Service road with triple surface treatment (TST) on both sides is proposed on bus stand road because of the availability of land and also to provide a side track for public to embark and disembark .

The following investigations will be carried out in order to properly design the roads and other ancillary works during the detailed design of the project:

• Soil and material investigations • Condition of sub-base and base course • Horizontal/vertical geometry • Drainage system • Traffic count • Surface conditions 2.6.3. Proposed design for streetlights It is proposed to provide under-mentioned components /features in this system:- • Installation of sodium lights. • Tubelar poles to be used for all sodium lights • Extra lights to be provided in chowks • Sodium lights to be erected with special water proof bracket and hoisting arm. • WAPDA poles will be used for hoisting of conductors and fixing light brackets where new tubelar poles cannot be erected. • Independent one 25-KVA transformer with energy meter and circuit breaker will be provided to supply 220 KV power to bus stand road. • Two wire single phase system will be adopted for erection of conductor but to balance the load of transformer at certain places, extra live wire may be used as third wire to divide the load. • Every pole carrying naked aluminum conductor will be provided with standard earthing • Where not available new ANT-conductor will be used for distribution of power for streetlight Equipments needed for street lights is shown in Annexure-D 2.6.4. Site Suitability During the site visits, PMDFC staff evaluated the existing site conditions, especially the Right-of-Way (ROW) of the proposed road segments. Our findings indicate that the widening and improvement of the road sections would remain within the existing ROW and no issue of land purchase or land acquisition will be involved. A few encroachments will have to be dealt with. It will not affect any person regarding displacement. Adequate space is also available for the construction of storm water drains. For street lighting, the poles will be erected on proposed roads and hence no acquisition / purchase of land is involved as it is owned by TMA. WAPDA poles will be used for hoisting of conductors where required, erection of new poles will be done.

28 Hence the site is quite suitable and no complication or purchase is involved. The practice of hoisting conductor and lights on WAPDA poles is already in vogue and no problem will be experienced.

2.6.5. Implementation period The sub-project will be executed in 6 months after the work has been awarded to the contractor. The implementation period has been depicted in Annexure-E.

2.6.6. Proposed Detailed Design & Construction Supervision The feasibility study and detailed design will be carried out by consultants. The execution of the sub-project will be carried out by TO (I & S) of TMA Daska. The works shall be contracted out through National Competitive Bidding. The implementation will be monitored by resident construction supervision.

2.6.7. Operation & Maintenance Implications A. O & M Plan for Roads Presently no detailed plan for O & M is available with TMA. The proposed plan should set out the activities involved, quantified, cost estimated and supported by an action plan for the complete year, broken down ideally into daily, weekly, and monthly schedules. In the absence of a detailed O&M plan, the finance section is unable to plan and make available funds on a timely basis. This is especially applicable to the periodic maintenance activities. The following section briefly gives proposed plan of action for O&M. Strategies for the improvement of O&M must address the multiple problems that currently impede O&M. The implementation of proper O&M plan needs the following:

• Establishment of a wing responsible for the O&M only • Preparation of O&M manuals • Monthly and Annual O&M plans • Qualified staff for O&M • The costs of the O&M to appear in the TMA budget & cash flow forecasts • Increased public awareness

To achieve the best value-for-money of the TMA’s resources and the best return on the considerable investment made on the road and drainage network, programmes for operation and maintenance should ensure that the entire road and drainage network is regularly monitored. The O & M activities can be divided into two major stages, given below:

• Routine activities (at least once a week) • Periodic activities (monthly to yearly)

The above two stages require the following: • Cleaning of roads, and drains • Repair of roads, and drains • Major repairs • Checking and if necessary replacement of tools and equipment

29 B. O & M Cost for Roads

The operation and maintenance costs, after the implementation of the sub-project, will be the primary responsibility of TMA. All the costs in this respect will be borne by TMA, for which they need to allocate a reasonable amount in their budget. TMA will also allocate an amount equivalent to the depreciation cost, to be used for reconstruction of the road once it has completed its design life. It is estimated that the road will need resurfacing after every 8 years and a provision of Rs 200 per sq. ft should be kept for such rehabilitation.

C. Streetlights

• Existing arrangements & expenditure These lights are being maintained by TMA Daska with a light inspector, two assistant inspectors and one helper. Annual O &M cost for the year 2004-2005 is as under: i) Establishment charges = Rs. 55,000 ii) Electricity bills and replacement/repair charges = Rs. 1,300,000 Total = Rs.1,355,000 These charges are met from TMA own sources • Existing revenue generation No revenue is being generated by TMA from this system. TMA does not want to levy some fees/ charges on the roads and lights to be fixed under this sub project. • O & M cost of streetlight The operation & maintenance of this-sub project after completion will also be done by TMA Daska through its own staff. The additional cost of operation & maintenance after completion of this project in year 2007 has been given in Annexure-F & worked out to be Rs. 0.32 million. TMA will meet it from its own sources. • Physical resources No special training of staff is required as its O & M will be done by available staff of TMA. All replacements can be got from local market as well as from Gujranwala or Sialkot. Hence no physical problem will be encountered.

2.6.8. Environmental & Social Aspects Roads Initial Environmental Assessment Widening and improvement of road segments with proper drainage system is not only good for sustainability of roads but will contribute to the improvement of the environment. Smooth traffic flows will reduce traffic congestion and in turn reduce both noise and air pollution. This project will also create job opportunities for people living in the surrounding areas of these roads.

30 The cutting of trees will be minimal and for every tree cut, at least two trees will be planted. There will be an increase in the dust level during the construction stage, but enforcement of mitigation measures, such as described below will reduce the impact: • Water will be sprinkled frequently on the work site. • Storage material will be located away from community and sensitive receptors. • Hauling trucks will be covered with canvass to avoid emission. The noise pollution will be mitigated by the following measures: • No construction will be undertaken near the thickly populated residential areas and hospitals during the night. • Construction work near the educational institutes will be minimized before noon. • Contractor will be bound to maintain its machinery regularly. Initial Social Assessment It is expected that no land acquisition will be involved, as sufficient ROW is available for the road structure. Only a few temporary encroachments will have to be dealt with, which will be finalized after the detailed design has been completed and alignments have been finalized. Streetlights No such problem is expected to crop up as no acquisition / purchase of land is involved and no massive earth excavation will be needed. No person will be displaced. The environments will be improved and no adverse effects of any kind will come up. For erection of conductor on WAPDA poles, coordination with WAPDA will be made as this is a common practice at other places. The Environmental Management Plan in this context is attached at Annexure-G and Land Acquisition & Resettlement Impact Checklist is at Annex-G-1

2.7. SUB-PROJECT COST The cost of this sub-project has been worked out to be Rs. 38.66 Million i/c 3 % price contingencies and is given at Annexure-H.

2.8. RECOMMENDATIONS • The Daska town is in dire need of this sub project for improvement of transportation, environment, watch & ward, security and safety of citizens. • The sub project is technically feasible and financially viable. • The project is sustainable as TMA can meet the O & M cost from available resources.

3. FIELD APPRAISAL REPORT FOR SOLID WASTE MANAGEMENT OF DASKA TOWN 3.1. PREFACE

This sub-project Field Appraisal Report (FAR) has been prepared by the Punjab Municipal Development Fund Company (PMDFC), for improvement of solid waste management system as proposed by Tehsil Municipal Administration Daska District Sialkot.

This report provides an assessment of the present facilities of solid waste management, problems and needs of the town, improvements needed, 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 TMA Daska 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 proper solid waste management to the people of Daska Town at an affordable rate, improving the environment of the town and the health standards of general public.

3.2. RATIONALE OF THE SUB-PROJECT

3.2.1. Existing System

The existing solid waste management system of the town is quite inadequate. A snapshot of it is given below:-

• Collection System After sweeping the streets and roads the sanitary workers carry the solid waste in wheel barrows driven manually and collect at certain collection points. Daska town is divided into five (5) zones (union council wise). These zones are as under:-

Zone-1 = Model Town Zone-2 = Haq Pura Zone-3 = Main Bazar Zone-4 = Younisabad Zone-5 = Daska Klan

Daska Town has twelve (12) major collection points out of which three are in zone-1, six in zone-2, three in zone-3 and there is no collection point in zone-4 & 5. This number goes on changing as per needs . Sweeping is done manually and no mechanical sweepers are available.

• Composting & Disposal No composting is being done for the organic contents of the solid waste. The collected solid waste is disposed of by various methods explained as below.

Tractor Trolleys From certain collection points established at comparatively spacious sites, accessible to tractor trolleys, the solid waste is transported to dumping sites by tractor trolleys. TMA has presently only two (2) nos. tractor trolleys. The entire solid waste generated cannot be transported by these trolleys because of shortage of mechanical equipment and manpower. Heaps of solid waste are lying in open spaces of the town.

3.2.2. Available Equipments

The under mentioned equipment is available with TMA Daska:- Sr. Description Numbers Present Status No. 1 Wheel barrows 90 60 nos. in Working Order 2 Tractor operated trolleys 2 Working order 3 Tractors 2 Working order

3.2.3. Existing Establishment

The sanctioned and the available strength of SWM staff is given below. Present Staff Strength

Actual Sanctioned On Daily Sr. Job Description Regular Total Strength Wages Strength 1. Chief Officer 1 1 - 1 Chief Sanitary 2. 1 1 1 Inspector 3. Sanitary Inspector 2 2 - 2 Sanitary 4. 5 5 - 5 Supervisor Sanitary 5. 129 129 15 144 Worker/Sweeper 6. Sewer Men 12 12 - 12 7. Tractor Driver 2 2 - 2 Total 152 152 15 167 3.2.4. Annual Expenditure on SWM (year 2004-2005)

1. Establishment Charges = Rs. 9,400,000 3. POL Charges = Rs. 1,969,863 4. Repair Charges = Rs. 70,000 Replacement of Equipment & 5. = Rs. 700,000 Purchase of Insecticides Total = Rs. 12,139,863

Existing Collection Points The solid waste is being collected at under-mentioned points in the town for further disposal at dumping sites.

Sr. Road / Mohallah served Location No. 1. Stadium Road Near Civil Chowk 2. Gujran Wala Road Near General Bus Stand 3. College Road Near Ehsan Hospital (Fowara Chowk) 4. College Road Near Bandhan Marriage Hall 5. Circular Road Haji Pura opposite Chowinda Flour mills 6. Circular Road Near Galla Shaheedan 7. Circular Road Sohawa stop 8. Link circular road Galla Tailian wala 9. Sambrial Road Near Octroi Post No.9 10. Sambrial Road Near Eid Gah 11. Sambrial Road Mandran wala 12. Kutchery Road Near Meraj hotel

The location of these points is shown in Annexure-I.

3.2.5. Existing Land fill Sites No proper land fill site is available in or outside the town. The solid waste is dumped in open space along BRBD canal, creating total in-sanitary & unhygienic conditions, degrading the environments of the town, emitting obnoxious smells and breeding mosquitoes and flies, causing spreading of communicable diseases. At present the solid waste is being disposed of along canal. 3.3. EXISTING SERVICE LEVEL

Due to shortage of equipment and manpower TMA Daska is not able to serve the entire area of the town. Some areas have good service delivery level whereas other having lesser attention gets poor service. Much of the area is un-served and heaps of solid waste continue to accumulate in these areas and some of them are removed only when they exceed the toleration level. The service level in the town is stated as under: - ( Map at Annexure-I) 3.3.1. Served Areas 1. Wadala Road 2. Model town 3. Main bazaar Daska Klan 4. Mohallah Afshan 5. Mohallah Nisbat Road 6. Mohallah Islam Pura 7. Lorry Adda

34 8. Pir Fateh Khan Colony 9. Gulshan Colony Purani abadi 10. Mohallah Galla Farooqia 11. College Road 12. Mohalla Masjid Wahab 13. Main bazaar 14. Subaidar Bazar 15. Haji Pura Mohallah 16. Mohallah Altaf Garh 17. Mohallah Moti Masjid, Civil Lines 18. Mohallah Mission Compound 19. Mohallah Kumharan 20. Mohallah Theetran

3.3.2. Poorly Served Areas 1. Mohallah Shahaban 2. Mohallah Noor Pura 3. Mohallah Muhammad Pura, Jamkay Road 4. Mohallah Haq Pura 5. Mohallah Barkat Town 6. Hanif Colony 7. Gulshan Colony 8. Mohallah Bilal Town 9. Mohallah Galla mandi 10. Mohallah Nai abadi, Sohawa 11. Galla Tailian wala 12. Mohallah Sharif , Daska Klan 13. Bharokay bridge 14. Gulshan colony, Nai abadi

3.3.3. Un-Served Areas (Without Deployment of Staff) 1. Abadi Pul Bharokay 2. Nai abadi Younis abad 3. Inam colony, Gaga 4. New Gulshan colony 5. Nai abadi behind Cheema Hospital 6. Rahim Colony 7. Hameed Colony 8. Rustam Road, Gulistan Colony 3.3.4. Daily Collection Points 1. Fowara Chowk 2. Near Bandhan Marriage Hall 3. Sohawa Stop 4. Civil Chowk 3.3.5. Biweekly Collection Points 1. Mandranwala 2. Near General Bus stand

35 3. Chungi No.9

3.3.6. Collection Points Attended Off and On 1. Eid Gah 2. Galla Tailian Wala 3. Kutchery road near Meraj hotel

3.3.7. Collection Points Un-attended 1. Haji pura near Chowinda flour mills 2. Near Galla Shaheedan

3.4. NEEDS

The town is generating about 55 tons of solid waste / day which is expected to increase to around 92 ton/day by 2016 and 150 ton/day by 2026. The TMA has got a capacity of managing only around 18 ton/day with the existing equipment and manpower. If the management capacity of TMA is not improved, the town will face serious environmental threats with heaps of solid waste emerging up in street, bazaars, open spaces and even in play grounds, resulting in:-

• Deteriorated living standards • Increase in communicable diseases • Degraded health conditions & creation of health hazards • Increase in expenditure on curative medicines • Loss of man-days of general public • Reduction in economic activities and income Hence improvement of the solid waste management capacity of TMA is badly needed.

3.5. PROBLEMS

The following are the problem areas in SWM for TMA Daska.

a. Equipment The existing equipment available with TMA in no way fulfills the needs of the town because: • It is labor intensive. • The transportation of solid waste is unhygienic & uncovered, which creates pollution and is a nuisance for public on the roads. • The available equipment is not sufficient to cope up with the requirements of the town. • The transportation facilities are redundant, very slow moving and quite inefficient.

b. Manpower Constraints With the passage of time, the manpower problems for sweeping and collection are increasing. Being a dirty work, general trend of human beings is to avoid this work.

36 People are constrained to do this job only when they do not find any other job. Resultantly whenever some alternate job is available, they leave this job.

Due to increasing shortage of manpower in this sector, more and more mechanization is needed and for this mechanization, TMA Daska needs a lot of funds.

c. Funding Constraints TMA Daska, due to its meagre resources, is unable to procure the equipment it needs for improvement of its various ingredients. Government of Punjab is also not contributing any thing for improvement in this sector. Hence the main problem & bottleneck in improvement of this system, is the constraint of funding. TMA has got the management capacity, if required funding is provided. The only way to solve this problem is to launch this sub-project under PMSIP.

3.6. IMPROVEMENT REQUIRED WITH JUSTIFICATION

The under-mentioned improvements are needed to bring the solid waste management to the required standards for providing healthy environment to the people of Daska Town.

a. Equipment Requirements New equipment is required to be procured and deployed to meet the town requirements. This equipment should be:-

• Adequate in number and quantity to be deployed in the entire town for sweeping, collection & land fills. • Should be mechanized so as to reduce the labor requirements as far as possible. • Should be user-friendly so as to be used easily by local people and repairable locally.

b. Improvement in Management The town has already been divided into several zones. But for effective and efficient management each zone has to be managed by a responsible official. Effective deployment of labor will be needed to have an efficient & cost effective management system. TMA officials will have to be trained under some standard operating procedures. This will also require the proper & timely repair & maintenance of equipment. The capacity building of TMA is required for this purpose.

c. Land Fill Sites No proper land fill sites are available presently. The solid waste is dumped along BRBD canal. This is creating health & environmental hazards.

Proper land fill sites with sanitary dumping are the main requirement. Hence TMA will have to arrange two to three land fill sites away from the town where safe and sanitary dumping is possible to eliminate all sorts of hazards. Solid waste cannot be managed without the provision of proper land fill sites.

3.7. THE SUB-PROJECT

a. Description It is proposed to provide proper solid waste management system for Daska town. It will involve the following components. • Provision of efficient, user-friendly and mechanized equipment for sweeping, collection, transportation & disposal in sanitary land fill sites. • Selections of proper sanity land fill sites away form the town in such a way that hauling distance should not exceed 5-6 kms from the town. • Capacity building of the TMA staff for proper management of solid waste.

b. Design of the Sub-Project The solid waste management in Daska Town will be designed to be as non-labor intensive as possible. Sweeping is designed to be manual but collection, disposal and dumping will be mechanized.

c. Proposed Solid Waste Management System • Sweeping of streets and collection of solid waste will be done by sanitary workers and stored in communal containers placed at selected locations. • These containers of 6m3 volumes will be lifted by multi-loader trucks, hauled to land fills, emptied and placed at their original location. • No manpower except the vehicle driver will be involved in lifting, transportation, emptying and replacement of these containers. • Some of the locations may go without container due to shortage of containers or emergence of new collection points due to expansion in population. Solid waste may be stored in bins or open spaces from where it will be lifted by front end loader tractors and filled in trolleys operated by tractors. The trolleys will be fitted with hydraulic jacks to empty them by power at land fill site. • The land fill site will be provided with front blade tractors to grade and level the solid waste in the land fills. These tractors will also compact the waste in land fills, push earth to the upper layer of solid waste and do any required job at land fill sites.

The procedures/steps involved in proposed solid waste management system have been described in the following table. PROPOSED SOLID WASTE MANAGEMENT SYSTEM

PRIMARY SECONDARY COLLECTION DISPOSAL COLLECTION Sr. Source of Collection Communal No. Waste Collection from Transportation to land on site storage from storage in Streets fills premises streets Residential Make-shift Manual / 5m3 1. 5m3 containers 1. Multi-loader trucks and containers wheel containers to be hauled to to transport 1. commercial barrows land fill sites by container to land fill areas multi-loader and place back at its Pedestrian Litter bins Wheel Do trucks. original location 2. walkways barrows after emptying.

Animal carts Bags at the Wheel Barrows and 3. back 5m3 containers 2. Trolleys to unload Motor Plastic bags / Wheel Barrows and 2. Wherever the waste by 4. Vehicles containers 6m3 containers containers are hydraulic Jacks at not placed land fill sites. Street Small heaps Wheel 5m3 tractor trolleys sweeping Barrows containers fitted with jacks to collect solid waste (to be 5. loaded by front end loader tractor)

i. Street Wastes Management There is need to increase the efficiency of sweepers by providing them with suitable contrivances i.e., long handled brooms and wheel barrows which can be easily towed by sanitary workers in narrow street & roads. To decrease the load on the street sweepers, small litter bins will be provided for pedestrian’s convenience. The owners of animal carts will be directed to provide suitable dung-containment bags at the animal’s backs. Passenger vehicle owners will be directed to maintain suitable containers/bags for use by the passengers. ii. Resource Recovery The present practice of recovery of recyclable materials at source and through scavengers may be allowed to continue, as it decreases the loads and provides chances of re-utilization of resources. The resource recovery can be made more efficient by educating the public to adopt “3 Bin System” at the premises. One for putrescibles (wet waste), second for recyclables (dry waste) and third for polyethelene bags.

39 iii. Litter Bins For pedestrian’s convenience 20 - 50 liter capacity litter bins will be provided at appropriate locations. iv. Handling of Special Waste Wastes like animal dung, hospital wastes, slaughterhouse wastes, dead animals, demolition and construction wastes, and polyethylene bags are to be treated as special wastes. Such wastes need special attention from the solid waste managers. • Animal Dung Animals walking on the city roads foul them badly. The animals for slaughtering are brought from outside the city. By attaching bags at the backs of the animals, which are driving vehicles, dung can be collected and disposed off in communal containers. No other special arrangements are needed. • Hospital Wastes Provision of an incinerator for dealing with the infectious wastes from the hospitals and clinics is proposed. For source segregation of the infectious wastes the hospital staff needs to be trained. • Slaughterhouse Waste Special arrangements are required to dispose of such wastes by land-filling at the proposed sanitary landfill site. • Dead Animals Sanitary disposal of dead animals is either by incineration or by burial. Incineration is a costly affair. Efficient burial is therefore recommended in a separate specific area of the sanitary landfill site. • Demolition and Construction Wastes Collection of such waste should not be the responsibility of the TMA. Producers of these wastes should make their own arrangements for transportation to disposal sites or recycling facilities as per present practice. The violators are to be fined and wastes disposed of at their cost. • Polyethylene Bags For getting rid of littered polyethylene shopping bags from the roads and streets, the inhabitants may be educated to dispose them in the form of tight bundles and place them into containers for final disposal so that they may not litter the environment. For the present, the TMA should assign some sweepers for the specific purpose of collecting these shopping bags, put them in tight bundles and place them in the waste bins for final disposal. Extensive use of these bags should be discouraged through legislation.

v. Collection Points

TMA Daska has proposed the under-mentioned collection sites in Daska Town Sr. Areas of Collection Interval of Location of Collecting Point No. (Road / Mohallah) Cleaning 1. Stadium Road Near Civil Chowk Daily 2. Gujranwala Road Near General Bus Stand Daily 3. College Road Near Ehsan Hospital (fowara Daily chowk) 4. College Road Near Bandhan marriage hall Daily 5. Circular Road Haji Pura opposite Chowinda Daily Flour mills 6. Circular Road Near galla Shaheedan Daily 7. Circular Road Sohawa stop Daily 8. Link circular road Galla Tailian wala Daily 9. Sambrial Road Near Octroi Post No.9 Daily 10. Sambrial Road Near Eid Gah Daily 11. Sambrial Road Mandran wala Daily 12. Pasroor Road Near fruit/vegetable market Daily 13. Pasroor Road Near Pepsi agency Daily 14. Pasroor Road Near chowk Daily 15. Awami Road Galla Hameed colony Daily 16. Awami Road Disposal works Daily 17. Jandoo Road Near Cheema Eye hospital Daily 18. Near BRB canal New Gulshan colony Daily 19. Gujranwala-Sialkot Road Near Hajveri Mosque Daily 20. Daska-Sialkot Road Near Suzuki Motors Daily 21. Younis Abad Near Misali School Daily 22. Jamkay Road Near Nursary Daily 23. Wadala Road Near turbine Daily 24. Wadala Road Near Govt. Islamia High Daily School 25. Kutchery Road Near Meraj Hotel Daily 26. College Road Near Madrissa Naqshbandia Daily 27. Jamkay Road Opposite Bandhan Marriage Daily Hall 28. Awami Road Near Dar-ul-alum Madina Daily 29. Gujranwala-Sialkot Road Near Nazir abad Colony BRB Daily canal 30. Jandoo Road Near Chungi No. 1 BRB Daily Canal d. Final Disposal of Solid Waste The following are the possible methods for final disposal of solid waste: i) Composting ii) Sanitary land filling iii) Incineration The above three mechanisms are briefly described below: 41 i. Composting It is a process through which the organic contents of the solid waste are converted into fertilizer, especially when the organic contents are available in higher proportion. This procedure is used in many rural communities of the country. However due to non- biodegradable material like plastics, glass etc. and scavenging activities, this method is not cost-effective for disposal of large quantities of urban solid waste. The requirement for large land area and time for composting also limit its application/use.

ii. Incineration Incineration is burning of solid waste at high temperatures. This is a very expensive process and not cost-effective for large scale urban solid waste. Moreover its by- products are injurious gases for which expensive air pollution prevention mechanisms are needed.

iii. Sanitary Landfilling Land filling involves the dumping of solid wastes on or in the upper layer of earth’s mantle (a portion of the earth lying between the crust and the core). The various parameters for selection of landfill sites include available land area, hauling distance, solid waste characteristics, surface water hydrology, geological and hydro-geological conditions, local environmental/climatic conditions and ultimate use of site. In this method, with the degradation of biodegradable material, certain gases like methane and carbon dioxide are produced which sometimes amount to 90% of the total gas volume produced. The methane gas from the landfill can be utilized for production of energy.

iv. Recommended Method Due to gas production and comparatively simpler operation, sanitary land filling is recommended to be a suitable disposal method for SWM. This method has been successfully adopted in many countries of Asia.

v. Selection Criteria for Landfill Sites This study recommends the following factors to be considered for landfill site selection/suitability.

i) Local and adjacent urban environment ii) Soil conditions (bearing strength and tightness) iii) Possibility to collect and discharge the leachate during treatment process. iv) Possibility to use the gas produced through the process. v) Hauling distance from the city center to landfill site. vi) Sufficient width of streets and roads leading to landfill site. vii) Suitability of site for filling in stages. viii) Hydro-geological conditions

vi. Monitoring and Inspection During construction or installation of liners and cover systems, the owner or operator should inspect for uniformity, damage and imperfections (e.g. holes, cracks, thin spots, or foreign materials) The operator of the facility should invite the concerned Federal/Provincial Environmental Protection Agency officials periodically during the construction and/or installation of liners and cover systems for inspection.

42 e. Assumed Parameters i. Population Growth • Population year 1998 = 102,883 • Growth rate / annum = 3.69 % • Planning horizon = year 2016 ii. Solid Waste Generation • Per capita waste generated in year = 0.4 KG/day 2006 • Growth rate of solid waste = 1.5% per annum • Density of solid waste in wheel = 8 KG/Cft barrow containers • Compacted density of solid waste = 25 KG/Cft in landfills iii. Collection • Wheel barrow container size = 8 Cft • Communal container Nominal size = 5 cu. m Effective size = 4 cu. m = 141 Cft • No. of trips / day of a wheel barrow = 5 • No. of sweepers working with one = 2 wheel barrow • No. of brooms for one sweeper per = 8 year iv. Disposal • No. of containers hauled by multi- loader truck per/day to land fill = 6 sites (distance 5 to 7 KM) • No. of container hauled by a = 1 multi-loader truck per trip

43 a. Volume of Solid Waste Generated and Land Requirement for Sanitary Landfill

Daily Collection Area of Yearly Vol. for Vol. of landfill Year Population Per Total Collection Total Total Vol. 5 years landfill for 5 capita Waste Efficiency Wt. Vol. years

3 3 3 3 Persons Kg. Tons % age Tons ft ft ft ft Acres 2006 137480 0.4 54.99 80.00% 43.99 1759.74 642,307 3,211,533 3,211,533 7.37 2007 142553 0.406 57.88 80.40% 46.30 1852.05 675,998 3,379,989 3,379,989 7.76 2008 147813 0.412 60.90 80.80% 48.72 1948.77 711,300 3,556,499 3,556,499 8.16 2009 153267 0.418 64.07 81.20% 51.25 2050.10 748,286 3,741,431 3,741,431 8.59 2010 158923 0.424 67.38 81.61% 53.91 2156.27 787,038 3,935,188 3,935,188 9.03 2011 164787 0.43 70.86 82.02% 56.69 2267.47 827,626 4,138,131 4,138,131 9.50

2012 170868 0.436 74.50 82.43% 59.60 2383.95 870,142 4,350,709 4,350,709 9.99

2013 177173 0.443 78.49 82.84% 62.79 2511.60 916,736 4,583,678 4,583,678 10.52 2014 183710 0.45 82.67 83.25% 66.14 2645.42 965,580 4,827,899 4,827,899 11.08 2015 190489 0.457 87.05 83.67% 69.64 2785.71 1,016,785 5,083,923 5,083,923 11.67 2016 197518 0.464 91.65 84.09% 73.32 2932.75 1,070,453 5,352,264 5,352,264 12.29 2017 204807 0.471 96.46 84.51% 77.17 3086.85 1,126,701 5,633,503 5,633,503 12.93 2018 212364 0.478 101.51 84.93% 81.21 3248.32 1,185,637 5,928,184 5,928,184 13.61 2019 220200 0.485 106.80 85.35% 85.44 3417.50 1,247,389 6,236,945 6,236,945 14.32 2020 228326 0.492 112.34 85.78% 89.87 3594.76 1,312,089 6,560,445 6,560,445 15.06

2021 236751 0.499 118.14 86.21% 94.51 3780.44 1,379,861 6,899,303 6,899,303 15.84

2022 245487 0.506 124.22 86.64% 99.37 3974.93 1,450,848 7,254,239 7,254,239 16.65 2023 254546 0.514 130.84 87.07% 104.67 4186.77 1,528,172 7,640,860 7,640,860 17.54 2024 263938 0.522 137.78 87.51% 110.22 4408.82 1,609,219 8,046,097 8,046,097 18.47 2025 273678 0.53 145.05 87.95% 116.04 4641.58 1,694,176 8,470,881 8,470,881 19.45 2026 283776 0.53 150.40 87.95% 120.32 4812.84 1,756,687 8,783,435 8,783,435 20.16

44 b. Volume of Solid Waste Generated and Equipment Requirement for Collection Daily Collection

No. of No. of Total No. of No. of Year Population Per Collection Total Wheel No. of Multi No. of No. of Total Vol.Density Wheel hydraulic capita Efficiency Wt. Borrow Containers(6m3) Loader Sweepers Brooms = 8Kg/Cft. Borrow Trollys Loads Trucks

1 2 3 4 5 6 7 8 9 10 11 12 13 14 Person Kg. Tons % age Tons ft3 2006 137480 0.4 54.99 80.00% 43.99 5499.20 687 137 26 4 2 275 2200 2007 142553 0.406 57.88 80.40% 46.30 5787.65 723 145 27 5 2 289 2315 2008 147813 0.412 60.90 80.80% 48.72 6089.90 761 152 29 5 2 304 2436 2009 153267 0.418 64.07 81.20% 51.25 6406.56 801 160 30 5 2 320 2563 2010 158923 0.424 67.38 81.61% 53.91 6738.34 842 168 32 5 2 337 2695 2011 164787 0.43 70.86 82.02% 56.69 7085.84 886 177 33 6 2 354 2834 2012 170868 0.436 74.50 82.43% 59.60 7449.84 931 186 35 6 2 372 2980 2013 177173 0.443 78.49 82.84% 62.79 7848.76 981 196 37 6 2 392 3140 2014 183710 0.45 82.67 83.25% 66.14 8266.95 1033 207 39 7 2 413 3307 2015 190489 0.457 87.05 83.67% 69.64 8705.35 1088 218 41 7 2 435 3482 2016 197518 0.464 91.65 84.09% 73.32 9164.84 1146 229 43 7 2 458 3666 2017 204807 0.471 96.46 84.51% 77.17 9646.41 1206 241 46 8 3 482 3859 2018 212364 0.478 101.51 84.93% 81.21 10151.00 1269 254 48 8 3 508 4060 2019 220200 0.485 106.80 85.35% 85.44 10679.70 1335 267 50 8 3 534 4272 2020 228326 0.492 112.34 85.78% 89.87 11233.64 1404 281 53 9 3 562 4493 2021 236751 0.499 118.14 86.21% 94.51 11813.87 1477 295 56 9 3 591 4726 2022 245487 0.506 124.22 86.64% 99.37 12421.64 1553 311 59 10 3 621 4969 2023 254546 0.514 130.84 87.07% 104.67 13083.66 1635 327 62 10 3 654 5233 2024 263938 0.522 137.78 87.51% 110.22 13777.56 1722 344 65 11 3 689 5511 2025 273678 0.53 145.05 87.95% 116.04 14504.93 1813 363 68 11 3 725 5802 2026 283776 0.53 150.40 87.95% 120.32 15040.13 1880 376 71 12 7 752 6016 45

f. Year Wise Vehicles and Equipment Total Requirements

Sr. Description Units Existing 2008 2011 2016 Remarks No. 1. Multi-loader trucks Nrs. - 5 6 7

Containers (6m3), stand-by = 2. Nrs. - 32 36 46 3 nos.

3. Tractor with front end loader Nrs. - 1 1 2

4. Hydraulic Jack trolley Nrs. - 2 2 2

Wheel barrows (stand–by = Existing will perish by 5. Nrs. 90 162 187 239 10 Nos.) the year 2008

6. Tractor with front blade Nrs. - 2 2 2

7. Jeeps / car Nrs. - 1 1 1

8. Motor cycles Nrs. - 3 3 3

9. Water bowsers Nrs. - 1 1 1

10. Litter bins Nrs. - 40 50 60

Existing will perish by 11. Brooms Nrs. 144 2436 2934 6016 the year 2008

46 g. Existing Position Of Solid Waste Management Statistics i. Solid Waste Collection – Efficiency

Average Total Total Trips per Total No. of weight Weight Nr. Type of Vehicle Working vehicle Trips Vehicles per trip, carried, order per day per days tons tons

1 Tractor Trolleys 2 2 7 1.25 14 17.5 Total solid waste collected, (tons) 17.5 Total Solid Waste Generated, (tons) 43.99 Efficiency, (%) 40%

ii. Cost of SWM per Person

Nrs. Description Unit Quantity

1 Population-2006 Persons 137480 2 Wastes generated per day tons 43.99 3 Efficiency % 40 4 Wastes collected per day tons 17.5 5 Wastes collected per year tons 6388 6 Expenses (year-2004-05) PKR 12,200,000 7 Cost per ton PKR 760 8 Cost per beneficiary PKR 89

iii. Existing Resources for Solid Waste Management

Nrs. Description Unit Quantity

1 Population-2006 Persons 137480 2 Staff including Sanitary Workers Nrs. 167 3 Vehicles-Tractors Nrs. 2 5 Staff per 1000 person Nr. 0.82 6 Vehicles per 1000 persons Nr. 0.015

2.1

h. Requirement of Establishment

Sr. Year Year Year Job Description No. 2008 2011 2016 1. Supervisors 5 5 5 2. Sanitary worker 150 200 250 3. Heavy Machinery Driver 10 11 13 4. Vehicle Driver 1 1 1 5. Guards 3 3 3 6. Land fill site workers 12 14 16 i. Scope of Work i. Requirements of the sub-project The requirement of this town for machinery and equipment by the year 2016, will be taken for estimation purposes. However the structure will be designed for ultimate requirement of year 2026. The scope of work is as under: ii. Vehicles & Equipment Sr. Description Unit Qty 1. Multi-loader trucks to handle 5m3 containers (Hino / Nrs. 7 isuzu Chasis) 2. Container 6m3 Nrs. 46 3. Tractor with front end loader (Millat Tractor 4 × 4) Nrs. 2 4. Hydraulic Jack trolleys Nrs. 2 5. Tractor with front blade (MF-385) Nrs. 2 6. Suzuki Jeep or Car Nrs. 1 7. Motor cycle (Pak made) Nrs. 3 8. Wheel-Barrow (1000 × 600 × 450 mm) Nrs. 239 9. Water-bowzer (5000 lit tank) Nrs. 2 10. Litter bins with stand (revolving) (45 gallon with Nrs. 60 matellic drum) 11. Brooms Nrs. 6016

Construction of Civil Structure

Sr. Description Unit Qty No. 1. Workshop Sft 1600 2. Parking Area Sft 15000 3. Guard room Sft 300 4. Power Supply Sft 1 5. Water Supply Job 1 6. Approach road for land fill sites Job 2 7. Built up area for land fill site Job 300 iii. Land Fill Sr. Description Unit Qty No. 1. Land requirement for year 2026 Acres 20 2. Development of land (requirement of year 2016) Acres 12 j. Site Suitability i. Site for Collection Point The communal containers will be placed on road / street sides. Adequate spaces for such placement are available TMA has already selected 23 points for collection. Containers will be placed at such points where the quantity of the solid waste is relatively greater. Solid waste from all these points will be lifted daily. Sites for all these points are available for placement of 5m3 container. ii. Site for Land Fills Two sites for land fills are already under consideration by TMA Daska to keep the hauling distance at minimum to save time and POL. This will ensure cost-effective operation & maintenance, described as under:- ( Annexure-I)

(i) At Jamkay Road This is located at north of the town at a distance of 7 KM from the town, towards Jamkay. It is uninhabited area and the land is easily available. It is very suitable area for land fills. TMA has already planned to procure this site for land fills. Ten (10) acres of land can be easily procured by TMA at this location.

(ii) At Pasroor Road This site is located at north east of the Daska town, about 1.5 km from slaughter house and 5 km from centre of the town. This site is also easily approachable and availability is assured. Ten (10) acres of land can be easily procured by TMA at this location.

3.8. SITE FOR WORKSHOPS AND PARKING

TMA has got its own lands near Municipal stadium and near old disposal works for parking of vehicles and for construction of workshops land is available at General bus stand. Hence procurement of land will not be needed . This land is quite suitable as regards mobility of the vehicle, and supervision of workshop as it is located close to TMA office.

3.9. IMPLEMENTATION PERIOD

It will take 12 months to implement this sub-project once the work has been awarded to the contractor. All activities of implementation have been shown in Annexure-J

3.10. PROPOSED DETAILED DESIGN AND CONSTRUCTION ARRANGEMENTS

The feasibility studies, detailed design, drawings and preparation of bid documents will be entrusted to consultants. The construction will be carried out by TMA Daska through TO (I&S) who has been designated as project manager. The construction supervision will also be entrusted to consultants. PMDFC will have an overall control over the construction and utilization of funds.

3.11. PROPOSED PLAN FOR DESIGN AND CONSTRUCTION

The activities involved in design & construction have been shown in Annexure-J. These are described as under:-

1. Feasibility studies, detailed design upto 30th June 2006 and preparation of bid documents 2. Invitation of bids, receipt of bids, upto 31st August 2006 evaluation and award of work 3. Mobilization period for contractor September 2006. 1st October 2006 to 30th September 4. Execution of the sub-project 2007

3.12. OPERATION AND MAINTENANCE

The existing system is being maintained by TMA Daska out of its own resources with total staff of 167 members. The expenditure incurred in this head in year 2004-2005 was 7.7 million.

The actual expenditure incurred on maintenance of services by TMA in year 2004-2005 is reproduced as under:- (a) Establishment Charges = Rs. 21,634,610 (b) Expenditure of Operation & Maintenance of Services and office maintenance etc = Rs. 11,925,000 (c) Development = Rs. 60,000,000 (d) Surplus (liability) available from 2004-2005 and throw = Rs. 29,400,000 forward to year 2005-2006 The O&M charges after completion of the scheme have been worked out as under in Annexure-K

Year 2008 = 12.29 million Year 2016 = 20.00 million

TMA will be responsible to maintain this scheme managerially and financially out of its own sources. The expenditure of O&M can be met by inter sectoral adjustments. The required staff will be recruited by TMA after approval by Provincial Government.

3.13. INITIAL ENVIRONMENTAL AND SOCIAL ASSESSMENT

Proposed solid waste management system comprises primary collection, transfer, transportation and disposal. Improved solid waste management system will reduce the following negative impacts of the existing system. - Air, soil & water pollution - Creation of stagnant water. - Clogging of drains/sewerage system - Insect breeding. - Uncontrolled burning of wastes. Although the improved solid waste management will reduce the impacts of accumulated uncollected solid waste, but it may increase the air emission from waste collection and transfer vehicles. As the development of new landfill site is being proposed, the impacts of the whole solid waste management system will be studied in details in keeping with the following: - Land use change - Hydrology and drainage pattern - Surface & ground water quality - Water logging - Air quality - Noise - Disturbance to other services - Urban aesthetics. - Public health & safety - Smell and smoke. The social issues like resettlement and rehabilitation, demolition of existing structures conversion of environmentally/ historically / culturally sensitive land to any other use, conversion of open / recreation areas to commercial / industrial use, conversion of

agricultural land to any other use will be studied along with other factors (discussed under caption “selection criteria for landfill sites) to finalize the location of landfill site.

The required proforma regarding social & environmental issues has been attached at Annexure-L-1.

3.14. LEVYING OF USER CHARGES This sub-project belongs to social sector and no user charges will be levied on the public after completion of this sub-project. All expenditure of O&M will be borne by TMA Daska out of its own resources.

3.15. LAND ACQUISITION

As explained earlier, land for workshops & parking lot is available with TMA close to its office. An area of twenty (20) acres is required for land fill sites by year 2026. This land is easily available at two sites described earlier and land owners are ready to sell this land to TMA. Hence no problem in land acquisition will come up. Proforma for land acquisition has been attached at Annexure-L.

3.16. THE SUB-PROJECT COST

The cost of the sub-project has been worked out to be Rs. 60.37 million including contingencies and consultancy charges for design and supervision of the sub-project are attached at Annexure-M.

3.17. SOCIAL BENEFITS

The following benefits will accrue to the general public after completion of this sub- project. 1. Improvement of general environment of the town. 2. Reduction in breeding of mosquitoes and flies. 3. Reduction in communicable diseases. 4. Improvement in general public health. 5. Reduction in expenditure on curative medicine. 6. Improved efficiency in public working & business. 7. 8. Improvement in general economy of the town & ultimately the country.

3.18. RECOMMENDATIONS

• The sub-project is technically feasible & financially viable. • The capacity building of TMA Daska is required for proper management of the completed sub-project.

• TMA official & Nazim should be sensitized accord priority to the O&M of all services. Adequate provision for O&M of this sub-project should be made in TMA annual budgets. • Provincial Govt. should be requested to allow TMA Daska to engage / appoint required staff for proper O&M of the sub-project. • TMA Daska should give undertaking to maintain this sub-project after completion.

53 Annexure-A

Location Map

Taxila

DASKA

Pindi Bhatian

Shorkot

Selected

TMAs

Page i

TOWN PLAN OF DASKA (Showing Roads) TYPICAL CROSS SECTION OF ROADS TMA DASKA Annexure - C e n ne Li g Li ng n i di d l l i i

Grating u Bu B

Green Belt Foot Path Foot Path Brick Soling

Slope 2% Slope 2%

Existing Road

Tripple Surface Treatment (TST) 2" Thick Asphaltic Concrete Tripple Surface Treatment (TST) Drain (1.5'x2') 6" Thick Base Course 6" Thick Base Course 6" Thick Base Course 6" Thick Sub Base Course 6" Thick Sub Base Course 6" Thick Sub Base Course General Bus Stand Road L = 1500' e e n n i i L L ng ng di di l l i Brick Soling i Bu Bu

Existing Road

1" Thick TST Drain (1.5'x2') 6" Thick Base Course 6" Thick Sub Base

Stadium Road RD:0-800 = 800' TYPICAL CROSS SECTION OF ROADS TMA DASKA Annexure - C e ne n i i L ng L ng i d di l il i u Brick Soling u B B

Completely Damaged Existing Road 1" Thick TST Drain (1.5'x2') 6" Thick Base Course 6" Thick Sub Base 1' Earth Filling

Stadium Road RD:800-2400 = 1600' ne ne Li g Li g n n i d di l i il u u B B

2 :1 :1 2

Brick Soling 1" Thick TST 6" Thick Base Course Completely Damaged Existing Road 6" Thick Sub Base 1' Earth Filling Stadium Road RD:2400-4000 = 1600' DEMAND OF EQUIPMENT FOR STREET LIGHTS IN DASKA TOWN

Tubelar ANT- Cable Energy Bulbs & Tube Sodium Bracket Transformers Circuit Sr. Length Brackets Earthing Road poles Conductor 2-core meter holders lights lights insulators 25 KVA breakers # RFT Nos. RFT RFT Nos. Nos. Nos. Nos. Nos. Nos. Nos. Nos. Nos.

1 Bus stand 1500 15 3000 - 1 - - 35 35 35 1 15 1 road Stadium 3 4000 10 - - - - - 40 40 40 - 10 - Road TOTAL 5500 25 3000 1 75 75 75 1 25 1 Annexure-D

Page v PROJECT IMPLEMENTATION PERIOD NAME OF PROJECT: WIDENING AND IMPROVEMENT OF ROADS IN DASKA

Sr. Year 2006 Year 2007 Activity No Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Design, Invitation of bid 1 and award of contract Mobilization of 2 contractor Construction of road 3 structure

4 Construction of roads

Construction of road 5 drainage

6 Erection of Street light

Page vi Annexure- F

O & M COST OF STREET LIGHTS IN DASKA TOWN

1. Establishment Charges Electrician 1 No @ Rs. 6000/- = 72,000 Helper 2 No @ Rs. 4000/- = 96,000 Total = Rs.168,000 2. Electrical Charges Sodium lights 75 @ 150 w = 11,250 w Total = 11,250 w

Taking 10 hours/ day Total units = 11250 x 10 x 365 1000 = 41,063 Units = 41,063 x 5 Total cost = Rs. 205,315

3. Replacements & Repairs Replace sodium lights 20 % 15 Nos. @ 6000 = 90,000 Replace sodium light brackets 10 % 8 Nos. @ 2000 = 16,000 T & P replacement = 10,000 Total = Rs. 116,000 G. Total = Rs. 321,315 Say = 0.32 Million

Page vii Roads scheme Daska Annexure-G ENVIRONMENTAL MANAGEMENT PLAN FOR E-2 CATEGORY PROJECTS

Environmental 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 ii. Conversion of open/recreation areas to . commercial/industrial residential use? √ iii. Conversion of agricultural land to any other use? √ iv. Conversion of residential/industrial areas to √ industrial/commercial use? v. Any other? (please specify) √ 2. Will the project create risk of contamination of ground/surface or drinking water, due to: i) Effluents or leachates √ ii) Due to leakages √ iii) Any other? (please specify) √

3. Will the project increase or decrease? i) Depth of GW table ii) Flow/quantity in water bodies √ 4. Will the project have any possibility of water- logging? √ 5. Will the project cause any air pollution? √ During construction noise It is only day time and 6. Will the project cause noise pollution? √ of machinery will be is a moving noise hence created will not disturb so much Debris of broken road These will be safely 7. Will the project generate solid waste? √ surface will be created disposed of by

contractor 8. Will the project result in cutting of trees? √ 9. Will the project damage or disturb other service lines?

i) Water supply lines √ Efforts will be made to ii) Electric cables √ minimize such damage by coordinating with Possibility of damage is iii) Roads √ concerned agencies. there during construction Proper repair will be iv) Telephone cables √ carried out by v) Any other (please specify) contractor subsequently 10. Will the project cause any health hazard? √ 11. Will the project create smell and/or smoke? √ 12. Project causes any effect on flora and fauna? √

Page viii Annexure-G-1

Roads scheme Daska Land Acquisition and Resettlement Impacts Checklist

1. Name of Subproject: Improvement/Construction of roads in Daska Town 2. TMA name: Daska. 3. Sub-project Location (include map/sketch): Location map attached 4. Proposed Date of Commencement of Work: July 2006 5. Technical Drawings/Specifications Reviewed (circle answer): Yes--- No--- 6. Will the sub-project involve land acquisition or demolition of existing structures? Yes/No, If yes, provide details. No

Land requirement for the sub-project (Ha): o (a) Prov. Govt. __x__ ha (b) Private __x 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) __x____ (ha) __x__ 8. Existing users: a) Number of Customary Claimants: x All roads and their b) Number of Squatters: x ROW are owned by c) Number of Encroachers: x TMA Daska and no land d) Number of Owners: x acquisition involves. e) Number of Tenants: x f) Others (specify) x g) Common facilities affected: (Describe) __x___ 9.Whether any common facilities or other structures affected due to acquisition of above lands: No 10. Type of Plan required; (a) S 1 Resettlement Plan (b) S 2 Abbreviated Plan (c) No Plan required (c) No Plan required 11. SMP Date ------submitted:

Have census, surveys and analysis identified all significant social impacts and affected people, and provided sufficient information for realistic plans? NA Is draft SMP ready for disclosure? List consultations to date (dates, places, attendance, issues raised and project response): NA Is SMP adequate to mitigate all significant impacts? NA Are M&E mechanism sufficient to detect and correct likely problems? NA

12. Recommendation for Clearance and any Conditions required:

Signed by M (E&S) Name: ______Title: ______Date: ______

Page ix Annexure-H COST ESTIMATES OF (ROAD DRAINS) WIDENING AND IMPROVEMENTS OF ROADS IN DASKA Length 3000 (Foot Path & Drain = 5.0' Wide) MRS UNIT Sr. Ref. DESCRIPTION UNIT LWDQUANTITY RATE AMOUNT (Rs.) No. Chapt (Rs.) er / 4/45 1 Dismantling and removing 100 Cft 3000 6 1 180.00 316.80 57,024.0 road metalling. 4/29 2 Provision made for 100 Sft 3000 2 - 60.00 134.65 8,079.0 Dismantling brick or flagged flooring without concrete foundation.

3 3/10-i Earthwork excavation in 1000 3000 6.5 3 58.50 1240.80 72,587.0 irrigation channels, drains, Cft etc. to designed section, grades and profiles, excavated material ditto disposed off and dressed within 50 ft. (15 m) lead:- i) ordinary

4 6/5-i Cement concrete plain 100 cft 3000 6.5 0.5 97.50 8388.35 817,864.0 including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8

5 6/5-f Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): Ratio 1: 2: 4 100 Cft 3000 3.5 0.25 26.25 11105.15 291,510.0

6 7-4-i Pucca brick work in 100 Cft 3000 1.5 4 180.00 8537.85 1,536,813.0 foundation and plinth cement sand mortar in ratio 1:3

Page x Annexure-H

7 6/6(a)i- Providing and laying Cft 3000 5 0.33 4,950.00 158.55 784,823.0 3-c reinforced cement concrete (including prestressed concrete),using coarse sand and screen graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finis

8 6-9-b Fabrication of mild steel 100 Kg 3000 151.47 4458.05 675,261.0 reinforcement for cement concrete,including cutting, bending, laying in position, making joints and chairs, etc.and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes r 25/10+11 9 Fabrication of heavy steel 100 Kg 3000 10.15 5241.90 53,205.0 work, with angle, tees, flat iron round iron and sheet iron for making trusses, girders, tanks, etc, including cutting, drilling, revitting, handling, ssembling and fixing, but excluding erection in position + Erection and fitti 25/9+11 10 Small iron work, such as 100 kg 3000 35.15 6976.7 245,231.0 gusset plates, knees, bends, stirrups, straps, rings, etc. including cutting, drilling, riveting, handling, assembling and fixing; but excluding erection in position.+ Erection and fitting in position iron trusses, staging of wate

Total 4,542,397.00

Page xi Annexure-H

COST ESTIMATES OF (ROAD DRAINS) WIDENING AND IMPROVEMENTS OF ROADS IN DASKA Length 3000 (Road side, Overall width = 3.0') MRS DESCRIPTION Ref. UNIT Sr. Lengt Chapt UNIT Width Depth QUANTITY RATE AMOUNT (Rs.) No. h er / (Rs.) Item 4/45 1 Dismantling and removing 100 Cft 3000 1 - 316.80 - road metalling. 4/29 2 Provision made for 100 Sft 3000 - - 134.65 - Dismantling brick or flagged flooring without concrete foundation.

3 3/10-i Earthwork excavation in 1000 3000 3 2 18.00 1240.80 22,334.00 irrigation channels, drains, Cft etc. to designed section, grades and profiles, excavated material ditto disposed off and dressed within 50 ft. (15 m) lead:- i) ordinary

4 6/5-i Cement concrete plain 100 cft 3000 3 0.5 45.00 8388.35 377,476.00 including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8

5 6/5-f Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): Ratio 1: 2: 4 100 Cft 3000 1.5 0.25 11.25 11105.15 124,933.00

6 7-4-i Pucca brick work in 100 Cft 3000 0.75 2 45.00 8537.85 384,203.00 foundation and plinth cement sand mortar in ratio 1:3

Page xii Annexure-H

7 6/6(a) Providing and laying Cft 3000 3 0.33 2,970.00 158.55 470,894.00 i-3-c reinforced cement concrete (including prestressed concrete),using coarse sand and screen graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finis

8 6-9-b Fabrication of mild steel 100 Kg 3000 90.88 4458.05 405,148.00 reinforcement for cement concrete,including cutting, bending, laying in position, making joints and chairs, etc.and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes r 25/10+11 9 Fabrication of heavy steel 100 Kg 3000 6.09 5241.90 31,923.00 work, with angle, tees, flat iron round iron and sheet iron for making trusses, girders, tanks, etc, including cutting, drilling, revitting, handling, ssembling and fixing, but excluding erection in position + Erection and fitti 25/9+11 10 Small iron work, such as 100 kg 3000 21.09 6976.7 147,139.00 gusset plates, knees, bends, stirrups, straps, rings, etc. including cutting, drilling, riveting, handling, assembling and fixing; but excluding erection in position.+ Erection and fitting in position iron trusses, staging of wate

Total 1,964,050 Rate of Drain per Rft. 654.68 Say 655.00

Page xiii

TOWN PLAN OF DASKA (Showing Solid Waste / Land Fill Sites) Annexure - J PROJECT IMPLEMENTATION PERIOD

Name of the Project: Solid Waste Management Daska Town

Year 2006 Year 2007 Nr. Activity Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Feasibity studies, detailed design 1 and bid documents

Invitation & receipt of bids, 2 evaluation & award of work

3 Purchase of land

4 Contractor Mobilization

Supply of equipment and 5 machinery Construction of workshops and 6 parking place Land fill site development 7

Testing of equipment and 8 machinery

12 Execution Period (Month Nrs.) 123456789101112

Page ix Annexure-K

OPERATION AND MAINTENANCE COST

Summary of cost (Rs. Million)

Sr. Description Year 2008 Year 2016 No. 1. Establishment Charge 7.8 14.2 2. POL charges 2.8 3.6 3. Repair & maintenance 1.69 2.2 Total 12.29 20

DETAILED COSTS A. Establishment Charges

Year 2008 Year 2016 Sr. Job Description Salary / Cost / Salary Cost / No. QTY QTY P.M Annum / P.M Annum 1. Supervisors 5 5,000 300,000 5 6,000 360,000 2. Sanitary Worker 150 3,500 6,300,000 250 4,000 12,000,000 Heavy Machinery 3. 10 5,000 600,000 13 5,500 858,000 /tractor Drivers 4. Vehicle Drivers 1 4,500 540,00 1 5,000 60,000 5. Guards 3 3,500 126,000 3 4,000 144,000 Land fill site 6. 12 3,500 504,000 16 4,000 768,000 worker 7,830,540 14,190,000 or Grant Total 181 or 7.8 288 14.2 Million Million

xvi Annexure-K

B. Operational Charges

Cost / Cost per No. of Total Sr. Description of Unit Qty unit machine /day machines cost / day No. Machinery (Rs.) (Rs.) (No.) (Rs.) Multiloader 1. KM 80 8.0 640.0 5 3200 trucks Tractor with 2. Hrs 7 150.0 1050.0 2 2100.0 front blade Tractor with 3. Hrs 7 150.0 1050.0 1 1050 front end loader 4. Tractor trollies Hrs 40 12.0 480.0 2 960.0 5. Water bowser Hrs 7 100.0 700.0 1 1400 6. Jeeps Hrs 60 6.5 390.0 1 390.0 7. Motor Cycles Hrs 30 1.5 45.0 3 135 Total 9,235

Total No. of working days / year = 300 Cost of POL in year 2008 = 2,770,500 = 2.8 million Cost of POL in year 2016 (add 30%) = 3,601,650 = 3.6 million

C. Repair & Maintenance

Cost of Machinery @ 5% of capital cost 27.43 × 0.05 = 1.37 million Cost of civil works @ 5% of construction 6.23 × 0.05 = 0.32 million Total = 1.69 million

Cost in year 2008 = 1.69 million Cost in year 2016 (30% above) = 2.2 million

xvii Annexure-L

ENVIRONMENTAL MANAGEMENT PLAN FOR E-2 CATEGORY PROJECTS

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

1. Will the project involve any of the following changes in landuse classification? i. Conversion of recognised environmentally/ √ historically/culturally sensitive land to any other

ii. Conversion of open/recreation areas to √ commercial/industrial residential use? iii. Conversion of agricultural land to any other use? √ 20 acres for land fills No management is required rather it will dump the solid waste improving city environments. iv. Conversion of residential/industrial areas to √ industrial/commercial use? v. Any other? (please specify) √

2. Will the project create risk of contamination of ground/surface or drinking water, due to: i) Effluents or leachates √ ii) Due to leakages √ iii) Any other? (please specify) √

3. Will the project increase or decrease? i) Depth of GW table √ ii) Flow/quantity in water bodies √

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

5. Will the project cause any air pollution? √

6. Will the project cause noise pollution? √

7. Will the project generate solid waste? √

8. Will the project result in cutting of trees? √ Some tree may be cut for New trees will be execution planted for replacement

9. Will the project damage or disturb other service lines? i) Water supply lines √ ii) Electric cables √ iii) Roads √ iv) Telephone cables √ v) Any other (please specify) √

10. Will the project cause any health hazard? √

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

12. Project cause any effect on flora and fauna? √ xviii Annexure-L-1

Land Acquisition and Resettlement Impacts Checklist

1. Name of Subproject: Solid Waste Management Daska Town 2. TMA name: Daska 3. Sub-project Location (include map/sketch): Daska Town 4. Proposed Date of Commencement of Work: September 2006 5. Technical Drawings/Specifications Reviewed (circle answer): Yes--- No--- in process 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 8.09 ha (c) TMA _0.3_ ha o (b) Community/ Religious Land __x___ ha (e) Other ___x____ ha

7. Current land uses of the above affected lands: (use) Agriculture (ha) 8.09 8. Existing users: a) Number of Customary Claimants: x b) Number of Squatters: x c) Number of Encroachers: x d) Number of Owners: 3 e) Number of Tenants: x f) Others (specify) x g) Common facilities affected: (Describe) x 9.Whether any common facilities or other structures affected due to acquisition of above lands: No 10. Type of Plan required; (a) S 1 Resettlement Plan (b) S 2 Abbreviated Plan (c) No Plan required Yes 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: ______

xix Annexure-M

SOLID WASTE MANAGEMENT OF DASKA TOWN COST ESTIMATE

Sr. Amount Description Units Qty Rate No. (million) A. Equipment & Machinery 1. Multi loader Truck Nrs. 7 1,800,000 12.6 2. Containers (6m3) Nrs. 46 100,000 4.6 3. Trollies Jacked Nrs. 2 250,000 0.50 4. Tractor with front end loader Nrs. 2 1,400,000 2.80 (Millat 4 × 4) 5. Tractor with front blade Nrs. 2 1,000,000 2.00 6. Wheel Barrow Nrs. 239 5,000 1.2 7. Water Bowsers (5000 lit) Nrs. 1 1,800,000 1.80 8. Litter Bins (45 gallons Nrs. 60 3,000 0.18 metallic drum) 9. Jeeps 1 700,000 0.70 10. Motor cycles Nrs. 3 50,000 0.15 11. Brooms Nrs. 6016 150 0.90 S. Total 27.43 B. Sanitary Land fill 12. Cost of land Acres 20 1,000,000 20 13. Cost of land development * Acres 12 400,000 4.8 S. Total 24.8 C. Civil Works 14. Workshop Sft 1600 450 0.72 15. Parking Sft 15000 200 3.00 16. Guard Room Sft 300 400 0.12 17. Power Supply Job 1 200,000 0.20 18. Water Supply Job 1 5,0000 0.05 19. Approach Roads for Job 1 1,000,000 1.00 Workshop + Parking 20. Built area at land fill Sft 300 450 0.14 21. Approach road for land fill Job 1 1,000,000 1.00 S. Total 6.23 Total 58.46 Contingencies @ 3% 1.75 Consultancy charges on civil works 0.16 Grand Total 60.37

* The earth excavation in Landfills will be sold out. Hence nominal cost for development has been added.