FIELD APPRAISAL REPORT TMA SHORKOT

Prepared by; Punjab Municipal Development Fund Company

Table of Contents

1 INSTITUTIONAL DEVELOPMENT...... 4 1.1 BACKGROUND ...... 4 1.2 METHODOLOGY ...... 4 1.3 DISTRICT PROFILE ...... 4 1.3.1 History...... 4 1.3.2 Location ...... 4 1.3.3 Area/Demography...... 4 1.4 TMA/TOWN PROFILE ...... 5 1.4.1 History...... 5 1.4.2 Location ...... 5 1.4.3 Area/Demography...... 6 1.5 TMA STAFF PROFILE ...... 6 1.6 INSTITUTIONAL ASSESSMENT...... 6 1.6.1 TMO Office ...... 7 1.7 TOWN PLANNING ...... 9 1.8 INFRASTRUCTURE & SERVICES ...... 12 1.9 REGULATION...... 12 1.9.1 Civil Suits/Chalans...... 13 1.9.2 Encroachments...... 13 1.9.3 Revenue from Cattle Markets ...... 14 1.9.4 Other Taxes...... 14 1.10 FINANCE ...... 15 2 FIELD APPRAISAL REPORT OF ROADS IN SHORKOT TOWN...... 17 2.1 PREFACE...... 17 2.2 INTRODUCTION ...... 17 2.2.1 Location ...... 17 2.2.2 Back ground...... 17 2.2.3 Administrative status ...... 18 2.2.4 Sub soil & ground water conditions...... 18 2.3 RATIONALES OF THE SUB PROJECT...... 18 2.3.1 Existing Situation...... 18 2.3.2 Existing Road Conditions ...... 19 2.3.3 Existing Streetlight system ...... 20 2.4 NEEDS...... 21 2.5 PROBLEMS ...... 22 2.5.1 Public Problems ...... 22 2.5.2 Funding Problems ...... 23 2.6 IMPROVEMENT REQUIRED WITH JUSTIFICATION...... 23 2.7 THE SUB PROJECT ...... 24 2.7.1 Description...... 24 2.7.2 Proposed design for roads...... 25 2.7.3 Proposed design for streetlights...... 25 2.7.4 Site Suitability...... 26 2.7.5 Implementation period...... 26 2.7.6 Proposed detailed design & construction supervision ...... 26

2.7.7 Operation & Maintenance implications...... 27 2.7.8 Environmental & social aspects...... 28 2.8 SUB PROJECT COST...... 29 2.9 SERVICE DELIVERY INDICATORS...... 29 2.10 RECOMMENDATIONS...... 29 3 FIELD APPRAISAL REPORT OF PARKS IN SHORKOT TOWN ...... 30 3.1 PREFACE...... 30 3.2 INTRODUCTION ...... 30 3.2.1 Location ...... 30 3.2.2 Back ground...... 30 3.2.3 Administrative status ...... 31 3.2.4 Sub soil & ground water conditions...... 31 3.3 RATIONALES OF THE SUB PROJECT...... 31 3.3.1 Existing park facilities ...... 31 3.3.2 TMA Children Park (Renamed as “Bahu Park”)...... 31 3.3.3 Chowki Ground Park (Chandni Park)...... 32 3.4 NEEDS...... 32 3.5 PROBLEMS ...... 32 3.6 IMPROVEMENT REQUIRED WITH JUSTIFICATION ...... 33 3.7 THE SUB PROJECT ...... 33 3.7.1 Description...... 33 3.7.2 Proposed design ...... 33 3.7.3 Site suitability ...... 35 3.7.4 Implementation period...... 35 3.7.5 Proposed detailed design & construction supervision ...... 35 3.7.6 Proposed plan for design and construction ...... 35 3.7.7 Operation & Maintenance implications...... 35 3.7.8 Environmental & social aspects...... 36 3.8 SUB PROJECT COST...... 36 3.9 SERVICE DELIVERY INDICATORS...... 36 3.10 RECOMMENDATIONS...... 36

Annexures Parks

Annex-B i Annex-C ii Annex-D iii Annex-E iv Annex-F v Annex-G vi Annex-H vii Annex-J viii Annex-K ix-x Annex-L xi Annex-M xii-xiii Annex-N xiv

Annexures -Roads

Annex-A i Annex-B ii Annex-C iii-vi Annex-D vii-viii Annex-E ix Annex-F x Annex-G xi-xii Annex-H xiii

1 INSTITUTIONAL DEVELOPMENT

1.1 BACKGROUND

TMA Shorkot has applied for funding from PMDFC for parks and roads schemes. After initial desk appraisal, PMDFC field team comprising the members listed below, visited the TMA for assessing its present institutional and engineering capacity on 10- 11-2005:

Mr. Mohammad Aashiq (Tech. Consultant) Mr. Talal Ahmad (Manager-ID) Mr. Ahsan Mehmood (Manager-ID) Mr. Yousaf Solanki (Manager-Eng) Mr. Saud Mukhtar (Dy. Manager-Fin)

1.2 METHODOLOGY

Appraisal is based on interviews, open-ended questionnaires and agency record obtained from TMO and TMA staff. Debriefing sessions and discussions were held with concerned individuals and groups.

1.3 DISTRICT PROFILE

1.3.1 History

The history of Jhang district is very old. It is said that Alexander of Macedonia passed through apart of the district while going back to the sea. But first glimpse of this district appeared in Tuzk-e-Babari written by Babar (Mughal Emperor) in the year 1526 A.D. The Jhang district was partially occupied in 1846 and then completely by the British in 1849. There were then three tehsil namely Jhang, Chiniot and Qadirpur. Subsequent changes of boundary took place and Qadirpur tehsil was given up and that of Shorkot constituted in 1861. The division of district into three tehsils of Chiniot, Jhang and Shorkot dates from this period and after independence this division has been maintained uptill now.

1.3.2 Location

The district is bounded on the north by Sargodha and Hafizabad districts; on the south by Khanewal district; on the west by Layyah, Bhakkar and Khushab districts; on the east by Faisalabad and T.T. Singh districts; and on the south-west by Muzafargarh district.

1.3.3 Area/Demography

The district consists of an area of 8,809 square kilometres with a total population of 2,834,545 as per DCR 1998. It has three Tehsils/TMAs.

1. Chiniot 2. Jhang 3. Shorkot

The demographic details of the district are as:

1981- Population 1998 98 Avg. Area Population annual Tehsil Population Avg. (sq.km.) Both Sex Urban 1981 growth Male Female density/sq. HH sexes ratio proportion rate km. size (%) Chiniot 2,643 965,124 503,236 461,888 109.0 365.2 26.9 6.4 694,080 1.96

Jhang 4,153 1,199,166 623,343 575,823 108.3 288.7 25.4 6.4 816,522 2.29

Shorkot 2,013 670,255 347,520 322,735 107.7 333.0 14.8 6.9 460,342 2.23 Source: District Census Report 1998, Population Census Organization, Statistics Division Government of Pakistan, Islamabad

1.4 TMA/TOWN PROFILE

1.4.1 History

Shorkot Tehsil was formed in 1861 with Shorkot town as Tehsil Headquarter, under the administrative control of Jhang district. While the Town Committee of Shorkot was formed in 1922. After the implementation of Punjab Local Government Ordinance 2001, it was given the status of TMA.

The name of Shorkot emerged from the word SHOR. It is a Urdu word meaning salinity and water logging. The area of Shorkot was severely suffering from these problems but now due to lowering of water table and improved farm practices, these problems are reduced to many extents and at this time Shorkot tehsil is the biggest wheat growing tehsil of Jhang district.

Beside this, Shorkot city has a rich history. The mound of Shorkot though now of little importance, is of antiquity. The mound appears to have been the citadel of an old town. It is said that this town was destroyed by some raiders about 1300 years ago. Coins of the reign of Ashoka (a Hindu Emperor) were found from this mound.

Shorkot is also known by Hazrat Sultan Bahu, a great scholar and sufi poet. He was born in Shorkot in 1039 Hijri. He had written in Urdu, Persian and Punjabi. It is said that he has written 140 books. An annual Urs in the month of January is held in which thousands of people from far flung places came to pay homage to this great saint.

1.4.2 Location

Shorkot, the headquarter of the TMA Shorkot at a distance of 60 km towards south of Jhang city connected by a metalled road. The nearest railway station is Shorkot Junction, but people generally prefer to travel to Shorkot by road.

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1.4.3 Area/Demography

Shorkot tehsil spreads over an area of 2,013 square kilometres with a population of 670,255 (as per DCR 1998). The TMA comprises of 16 Union Councils (15-Rural, 01-Urban) with only one CO unit namely Shorkot.

The detail of CO Unit is as:

Population 1998 1981-98 Avg. annual Avg. HH CO Units Population 1981 growth rate size Both sexes Male Female (%) Shorkot 27,276 13,974 13,302 18,533 2.30 7.2 (Headquarter) Source: District Census Report 1998, Population Census Organization, Statistics Division Government of Pakistan, Islamabad

1.5 TMA STAFF PROFILE

Sr. Date of Service Experience Name Designation Qualification # Joining TMA cadre (years) Ch. Abdul 1 TMO 01.06.2005 LG&RD B.A 20 Rehman Mulazim 2 TO (I&S) 09.05.2002 PHED *DAE(Civil) 25 Hussain

3 Ghulam Ghous TO (P) 10.06.2003 PHED DAE 32

B.Sc. (Hons. 4 Aamir Khan TO (F) 16.10.2001 LG&RD 32 Agriculture)

5 Vacant TO (R) Additional Charge with TMO

*DAE = Diploma in Associate Engineering

1.6 INSTITUTIONAL ASSESSMENT

The ID team of PMDFC assessed the institutional and personal capacity of TMA Shorkot for accomplishment of mandatory functions as per PLGO 2001 in general and of (I&S) office for execution of proposed water supply and sewerage scheme in particular. The FAR includes the proposed performance improvement plan for each office based on the discussion with respective TMA staff. The details are as under.

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1.6.1 TMO Office

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

A Complaint Cell

Complaint cell has been established as per PLGO 2001. TMA has prepared a complaint register to keep track of reported complaints (last updated till August 2005). But most of the record is about written complaints. While TMA staff told that most of the complaints they get through verbal communication and they are not keeping record of such complaints. TMA has not developed any reporting mechanism from concerned staff to TMO regarding disposal of complaints.

A brief analysis of recorded complaints since March 2005 to August 2005 is as:

• Complaints about Sewerage = 12 • Complaints about Drains = 04 • Complaints about Street Cleaning = 44 • Total recorded complaints = 60

B Dissemination of Information

TMA has no institutional arrangements in place for dissemination of information to the citizens. There is no website of TMA to display its achievements, goals, infrastructure development and public response or feedback. There is no concept of report cards. As in other TMAs, there is no reporting system between the TMA and the Provincial Government. Annual budget is the only way of information forwarded to Provincial Government. Because of its inadequate institutional capacity TMA needs constant over seeing by the Provincial Government. A watch full Provincial Government can ensure better performance from TMAs. The monitoring system for Provincial Government under PMSIP shall be a great help in this regard.

C Community Driven Development

Details of registered NGOs in the Shorkot tehsil are:

• Number of registered NGOs of Tehsil = 13 • Number of registered Urban NGOs of Tehsil = 05 • Number of registered Rural NGOs of Tehsil = 08

As far as CCBs are concerned, this concept was first introduced through PLGO 2001. Since then total number of registered CCBs of TMA Shorkot is 29 out of which only 14 CCBs have taken up development projects (total 22 projects). The Category-Wise Details of Sub-Projects Undertaken Through CCBs in TMA Shorkot are:

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Sr. No. of Projects Total Estimated Project Category No. Undertaken Cost (Rs.) 1 Only Culverts 03 1,494,000 2 Soling, Drains and Culverts 16 28,53,4000 3 Roads 02 2,862,000 4 Waste Water Pond 01 324,000

The details of year wise allocation of funds for CCBs in TMA Shorkot are as:

Funds Sr. Funds Allocated (Rs.) Un-Spent Year Reserved No. (Rs.) (Rs.) Actual Liabilities Total 2001-02 - - - - - 2002-03 7,500,000 - 7,500,000 - 7,500,000 2003-04 10,560,000 7,500,000 18,060,000 12,254,880 5,805,120 2004-05 9,800,000 5,805,120 15,605,120 6,094,000 9,511,120 Total 27,860,000 18,348,880

After in-depth discussion with TMA staff, the following Performance Improvement Plan is proposed for the office of TMO in TMA Shorkot.

PIP Tasks PMDFC Interventions Performance Indicators (i) Citizens’ complaint cell • Provide standard design of the • Number of complaints setup and computerized Complaint center. computerized/tracked complaints tracking • Provide Standard Operating system started Procedures (SOPs) for the • Number of complaints Complaint center. disposed off as per • Provide hands on training for SOPs. the implementation of complaints center SOPs. • Provide computerized 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)

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PIP Tasks PMDFC Interventions Performance Indicators regular update of websites. (iii) Initiation of • Community mobilization • Number of CCBs development schemes through PMDFC social registered during the through CCBs. mobilization consultant. financial year • Number of CCBs which initiated CCBs’ schemes during the financial year • Percent of CCB allocation utilized during the financial year. (iv) Training needs • 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 TOWN PLANNING

PMDFC ID team met TO(P) and his staff and discussed planning processes and activities in the TMA.

First impression of town by PMDFC team was that town is small and population is concentrated around a mound. TMA office is located on a major provincial highway; Jhang road. City is not growing rapidly as there are not much industrialization activities in or around town.

Following Table compares the available posts and filled posts.

Table .Detail of Posts in planning office (TMA-Shorkot) s/no Post Available Posts Filled Posts 1 TO(P) 1 1 2 Sr.clerk 1 1 3 Jr Clerk 1 1 4 Naib Qasid 1 1

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

1. Prepare spatial plans for the tehsil/town in collaboration with Union Administrations including plans for land use, zoning and functions for which tehsil/town administration is responsible; 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,

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residential, recreation, parks, entertainment, passenger and transport freight and transit stations; 3. Building control; 4. Execute and manage development plans; 5. Develop and manage schemes including site development in collaboration with District Governments and Union Administrations; 6. Compile information provided by Union and Village Councils of prioritized projects in the tehsil/town; and 7. Maintain municipal records and archives.

TO(P) is an engineer and not a town planner. TO(P) office has a very lean strength and important post of building inspectors, sub-engineers, draftsman, tracer are not sanctioned at all. All records are manually maintained and no analysis of data is performed.

There are no base maps present in TMA. Nor do they have up-to-date any utility maps. Only drafting effort is made in I &S section but there is no coordination between Planning office and I & S office and there is no data sharing between these two offices. There is a draftsman in I & S office who had undertaken Auto Cad training.

TMA approved bye-laws governing land development and other activities on 20-02- 04. These include property tax on residential and commercial activities, parking fee on bus stand, road cut fee etc and NOC required for such activities. Under the poers deputed by PLGO 2001, TMA approved another set of Building Bye-laws on 16-05- 05 that are more detailed and provide information such as definition of construction activities, procedures for application of plan approvals, TMA office procedures for processing of applications, checking/monitoring of construction activities, various fees charged by TMA, commercial activities, non-compliance fine and other instructions that might help citizens.

Status of Plan approved as on 10-11-05 2003-4 2004-05 Residential 40 53 Commercial 89 77 Rice Mill 1

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 10

One of the function of TO(P) in PLGO is coordination activities and CCB schemes; liaison with neighbouring tehsils and Union/Village councils; support to Union /Village councils but not much progress is being done to collect/analyse data or coordinate development activities in Tehsil.

During the discussions it was revealed that the Planning office needed 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 out dated. Topographical maps that are essential for efficient infrastructure and city management are non existent.

Plan formulation: Because development plans are not based upon data and therefore made without knowing the actual needs. The absence of data means that prioritization of plans remain uninformed by the ground realities which results in piecemeal development.

After detailed discussion with TO (P) and his staff, the following Performance Improvement Plan is proposed for the office of TO (P) in TMA Shorkot.

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 rioritised list. development and capacity projects.

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1.8 INFRASTRUCTURE & SERVICES

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

In TMA Shorkot, TO (I&S) is a diploma holder Civil Engineer from LG&RD department. The appraisal brought out that there was a shortage of technical equipments like surveying equipments, lab testing equipments, etc.

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

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

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

1.9 REGULATION

The office of TO (R) is extremely crucial in TMA setup. Its duties include to regulate market & services; issue licences, permits, grant permissions & impose penalties for violation thereof; management of municipal lands, estates, properties, facilities, assets & enterprises vested in TMA. It is also responsible for enforcement of municipal laws, rules and by-laws governing the functioning of TMA. Prevention of encroachments on public lands and places; prosecution and follow up of criminal, civil and recovery proceedings and regulation of affixing of signboards and advertisements are some other important functions of Tehsil office Municipal Regulation.

The details of some of these functions as studied are:

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1.9.1 Civil Suits/Chalans Details of Civil Suits Opening Added new Disposed Year Total Balance balance cases cases 2002-03 8 3 11 0 11

2003-04 11 4 15 0 15

2004-05 15 11 26 8 18

Details of Chalans

Number of Amount Nature of chalan Receipts chalan Received (Rs.) Year 2003-04 Taxes 05 828,463 265,190 Licensing 50 30,000 20,000 Encroachments - - - Map fee - - - Price ontrol - - - Sub-Total 55 858,463 285,190 Year 2004-05 Taxes 11 944,695 97,600 Licensing - - - Encroachments - - - Map fee 20 80,000 - Price ontrol - - - Sub-Total 31 1,024,695 97,600

1.9.2 Encroachments

Status of encroachment removal

Year Nature of Encroachments Number of Temporary Permanent encroachments removed Encroachments Encroachments 2001-02 15 1 15 2002-03 11 - 12 2003-04 14 - 14

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2004-05 16 - 16 Total 56 1 56

1.9.3 Revenue from Cattle Markets

Here it is very important to discuss the cattle markets because TMA shorkot is earning a good amount of revenue from these three (3) cattle markets.

Name of Cattle Year Market 2002-03 2003-04 2004-05 Qaim Bharwana 20,005,000 22,050,000 20,800,000 Shorkot 510,000 440,000 445,000 Shorkot City 600,000 665,000 720,000

It is obvious from the data that cattle market of Qaim Bharwana was contributing a huge amount in TMA revenue. The weakly instalment for this lease was almost Rs. 500,000/. But now TMA Jhang has started a new cattle market at Malwana at a distance of 17 km from Qaim Bharwana. TMA Jhang has leased out this cattle market at a very lower rate i.e. Rs. 1,400,000 for the year 2005-06. Due to this new market, TMA Shorkot is predicting a huge decrease in revenue from cattle market Qaim Bharwana.

1.9.4 Other Taxes

The detail of revenue collected from other taxes imposed by TMA is as:

Year Tax 2002-03 2003-04 2004-05 Bus Stand Fee 1950000 2568000 2610000 Tonga/Rikshaw Fee 150000 180000 198000 Car Parking Fee 38000 42000 45000 Transfer of property-tax 3706000 5400000 6500000 Animal slaughter fee 115443 125500 110000 Vehicles Tax 93800 221000 225000 License fee for consumer - 180000 192000 goods Development Charges 373000 410000 430000

(All these taxes/fee are leased out)

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In consultation with TO (R) staff, the following Performance Improvement Plan is proposed for the office of TO (Regulation) in TMA Shorkot

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

• Licenses and permits

• Municipal estates and properties

1.10 FINANCE

TMA Shorkot is placed at ninth number in ranking of TMAs, when the above defined criteria were used for data of FY 2003-04. In terms of first criteria of revenues, TMA had a very low ratio of 0.37 whereas ratio of utilization of development funds to total available funds is high viz 0.93

Tehsil Officer Finance is a BS-17 officer and has received some training in finance. His staff however does need basic training in finance so that they can perform basic functions more efficiently. Further, by imparting training in new local government accounting and finance system and use of software for accounting, the situation can be improved. Currently the TMA is maintaining the books of accounts manually. PMDFC can assist TMS in computerizing TO finance’s office. The table below shows changes in revenues of TMA during the previous three years: Rs. In million 2001-02 2002-03 2003-04 % Change from first year Govt. Grants 11.18 37.32 37.99 240 % Own Source 3% 39.62 51.70 40.89 Revenue

The figures show a considerable increase in govt. grants as compared to first year; at the same time their own source of revenue generation has increased slightly. The following table shows expenditure of TMA during previous three years: Rs. In million 2001-02 2002-03 2003-04 % Change from first year Non-Development 25% 13.71 18.69 17.15 Expenditure Development 131% 28.51 60.24 66.07 Expenditure

The above figures show that there was an increase in TMA’s non-development expenditure but is 2003-04 there was a slight decrease in that figure as compared to

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previous year. However there is a consistent increase in their development expenditures which is a very good sign. The following table shows utilization of funds for development and non-development expenditure during year 2003-04: Rs. In million 2003-04 % Total Revenue 106.42 Non-Development 17.15 Expenditure 16 % Development 66.07 62 % Expenditure

TMA spent 16 % of its funds on non-development activities, 62% of its funds were used for development works and 22% remained as closing balance during the year 2003-04. The Following Performance Improvement Plan is proposed for the office of TO (Finance) in TMA Shorkot

PIP Tasks PMDFC Intervention Performance Indicators • Adoption/compliance • PMDFC accounting software to be • Computerized annual budgets of budgetary and designed based on PLGO and accounts prepared according accounting requirements. to PLGO requirements. procedures as • PMDFC to hold workshops / • Service sector wise analytical prescribed under training on budget preparation and information available from TMA PLGO. accounting procedures using accounts. accounting software. • TMAs where computerization is not possible, PMDFC will hold workshops on manual bookkeeping and budget preparation. • Training / workshops to be focused on improving the quality budget estimates. • Computerization of • PMDFC to assess the feasibility of • Number of officials using financial systems implementing accounting software. financial management system as • PMDFC to provide software for a tool. bookkeeping. • Number of TMA staff undergone • PMDFC to provide consulting training in using some financial services for the implementation management software support and training of TMA staff for the accounting software. • Analysis of user • PMDFC to organize workshops to • Cost of delivery of municipal charges and related introduce and formalize services available separately. costs on periodic procedures for analyzing the user basis charges for various services and comparing with the cost of

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delivery of services as well as cost of collection of user charges. • Enhancement of • Updating of consumer records and • Percent increase in own source revenue generation detection of illegal connections revenues every year. • Collection of arrears • Percent increase in TMAs own • Proper maintenance of records of contribution to development electricity bills and reconciliation expenditure of WAPDA dues • %age increase in arrear recovery • Computerized consumer billing compared with last FY system • Reduction in illegal connections compared with last FY • %age reduction in the amount of over billing by WAPDA

2 FIELD APPRAISAL REPORT OF ROADS IN SHORKOT TOWN

2.1 PREFACE This sub-project Field Appraisal Report (FAR) has been prepared by Punjab Municipal Development Fund Company (PMDFC), for construction of 6 Nos. roads in Shorkot town of Jhang district as proposed by TMA Shorkot. This report provides an assessment of the present facilities of roads available in the town, the problems and needs of the town, the improvement 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 Shorkot town, inspected the site of roads and had discussions with TMA Officers, Engineers and Nazim. Keeping in view the needs of the town and site conditions, along with financial position of TMA it is concluded that proposed sub-project is justified. The completion of this sub-project will provide a better transportation facility to the people of this town along with public living in the surrounding areas and the lacs of visitors at special occasions. The TMA can afford to maintain this sub-project after completion and hence the scheme is sustainable. 2.2 INTRODUCTION 2.2.1 Location Shorkot town is situated on Jhang-Multan road at a distance of 56 Km from Jhang in its south. Toba Tek Singh city lies in North-East of Shorkot town at a distance of 35 Kms. A railway station (Shorkot road) with sufficient population is situated at its East at a distance of 18 Km. River Chenab is passing at West of this town at a distance of 10 Kms (location map attached at Annexure-A) 2.2.2 Back ground The town has got a very ancient history and it is learnt that it was built many times in history which raised its elevation even up to 200 ft above ground level. The elevated ruins even exist now called as “Bhirr” in local language and it spreads at

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about 8 acres. The existing town has now grown up in East, South and North of this hump. PAF air base called “Rafiqui Air Base” is located in East of this town at a distance of 15 Km. Kashmir sugar mill is working on Shorkot-Cantt road at 8 Km and Waqas textile and spinning mill is also situated on this road. The town is famous for shrines of parents of a famous saint and poet named as “Sultan Bahu”. Although his shrine is located across the river Chenab near Garh Mahraga but due to the location of shrine of his parents called “Mai-Bap”, lacs of people visit every year to this shrine in the month of Muharram (Ist to 13th). Thousands of visitors also visit this shrine during Urs at Sakhi Sarwar District D.G.Khan. The town is having fertile lands in the western area due to fresh water occurrence and up to 3 Km in the East of the town. Cash crops like sugar cane, rice and wheat are grown over here. The town had a population of 27,276 persons in the year 1998 as per District Census Report. It is growing at a rate of 2.30 % per annum as per this report and is having average 7.2 person per house hold. With this growth rate the town is estimated to have a population of 31,982 persons in present year (2005) and may grow upto 40,148 persons in year 2015 and 50,400 persons in the year 2025. Shorkot Cantt situated at a distance of 18 Km in East is having a population of 25,510 as per 1998 census. 2.2.3 Administrative status The town had a town committee before devolution in year 2001 and thereafter it has been given the status of a TMA. It had two other urban localities (Garh Mahraga and Ahmad Pur Sial) situated across the river Chenab but recently Ahmad Pur Sial has been given the status of a TMA and separated from Shorkot TMA. 2.2.4 Sub soil & ground water conditions The town is situated near the flood plain of River Chenab and has got fresh ground water of TDS ranging from 500 to 700 ppm. The sub soil is clay up to depth of 8 ft, silt up to 20 ft and sand beyond that depth. The plain is alluvial in nature and hence fertile for crops and agriculture. The fresh-brackish water interface is lying at about 5 Km of the town in the East. The aquifer of the town is recharged by river Chenab. 2.3 RATIONALES OF THE SUB PROJECT 2.3.1 Existing Situation Shorkot Town is having roads under the control of three different tiers and are described as under (Plan attached at Annexure-B):- No. Name of Road Controlling Department Color Main Jhang – Multan 1. Provincial Road Purple Road passing through town 2. Shorkot Cantt Road Provincial Road Purple Pattan road connecting Jhang 3. District Road Red Multan road with river Chanab at

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west of town

4. Bank road along Mari minor District Road Red Hassu wali road beyond town 5. District Road Red limits Pink & 6. All other roads in Town TMA Roads Black

2.3.2 Existing Road Conditions The condition of main Jhang Multan road and cantt road (provincial roads) is quite good. However the condition of some of the TMA roads is not upto the mark. The metalled width of these roads varies from 10 ft to 16 ft whereas ROW is available in greater widths. Hence widening of most of the roads is possible, except for few places where ROW is narrow. Due to un-metalled / unpaved shoulders, the resident / shopkeeper have raised the level by earth-fill and during monsoon; the roads are virtually converted into storm water channels. The condition of surface of some roads is very bad and pot-holes have been observed at different places. Due to non existence of metalled / paved shoulders and footpaths every shopkeeper has encroached on the shoulder temporarily and the actual passages for traffic / pedestrian have been narrowed down causing traffic hazards and problems for visitor in traveling to the business centers and Darbar Mai – Bap. Serious problem are encountered during heavy influx of visitors on the Urs of Sultan Bahoo, when people in huge number visit Darbar Mai – Bap as well. The existing length, road width, right of way, and present condition of all metalled roads in this town (TMA roads only) 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 presently vanished underneath 1. Old Jhang Road 5000 44 12 TST soil, surface is highly undulated Road completely 2. Old Lorri Adda Road 1800 40 12 TST damaged 3. Bhirr Road 3000 25 - - Not a metalled road Damaged due to 4. Shahid Shaheed Road 2225 30 12 TST laying of sewers Damaged due to Brick 5. Main Bazar 2100 30 - laying of sui gas paved lines 6. Madrissa Islamia Road 1100 18 - - Not a metalled road 7. Darbar Mai Bap Road 1530 18 13 TST Satisfactory 8. Darbar Road 3300 30 12 TST Satisfactory 9. Primary School Road 2000 18 11 TST Satisfactory 10. Disposal Works Road 1600 18 12 TST Newly constructed 11. Hassu Wali Road 2000 20 12 TST Newly repaired 12. Housing Colony Road 1200 25 16 TST Good condition

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Completely Housing Colony Road - 1 1800 25 10 TST damaged 13. Completely Housing Colony Road - 2 1300 25 10 TST damaged 14. Old Hospital Road 1980 20 12 TST Satisfactory 15. Usmania Road 1900 20 10 TST Satisfactory 16. Bhangoo Road 2820 22 10 TST Satisfactory 17. PTCL Office Road 350 30 12 TST Satisfactory Newly constructed Ismail Memorial Hospital 18. 1600 25 12 TST one side damaged by Road (Dhan Road) Sui Gas Deptt. One side damaged 19. Shakir Road 1520 20 12 TST by Sui Gas Deptt. Hosptial to Pattan link 20. 1900 20 12 TST Satisfactory Road 21. Multan Link Road 900 25 10 TST Newly constructed 22. Officers Colony Road 1200 30 10 TST Satisfactory 2.3.3 Existing Streetlight system There is no proper streetlight system in Shorkot Town except some tube lights and some bulb lights fitted on WAPDA poles with brackets. The conductor is hoisted on WAPDA poles and no independent system is there. The location of streetlighting is given as under:-

Bulbs Tube lights Sr.No. Road / Location Total Remarks (100 W) (40 W) Purana Lorry Adda Electric charges 1 30 8 38 being paid by TMA New bus stand and 2 - 10 10 -do- Mosque 3 Sadar bazar 60 20 80 -do- Shahid Shaheed 4 35 46 81 -do- Road Nawan Sheher, Bhangoo road, Electric charges 5 College road, - 80 80 paid by private (fitted on private sector houses) Total 125 164 289

The condition of streetlights enlisted above is not good. These are not fitted with proper reflectors and not safe from wind and rains. As such the lights, in spite of consumption of quite a large energy, do not illuminate the roads properly as per requirement. Further because of simple sub standard installation, wear and tear is heavy, needing frequent replacement of bulbs, tube rods, chokes, brackets and other parts and some time complete light as a whole. Situation becomes precarious during heavy inflow of visitors and Muharram days when TMA has to spend a lot

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of money on installation of temporary lights on visitor’s routes and Zuljinnah procession routes. In spite of this expenditure every year, TMA is not able to extend the proper facility of streetlights to the town and most of the temporary lights installed by TMA are damaged / stolen by residents every year.

2.4 NEEDS The Town is expanding due to normal growth and urbanization and traffic intensity on all roads is increasing day by day. Main roads are subjected to heavy traffic load due to increasing commercial and business activities and influx of visitors on special occasions. The main roads of the town with areas served and important location / installation on these roads are summaries as under:-

Length Population S. # Road Justification / Facilities/ Institution served (Rft) Covered • Main entrance of city and Darbar Mai-Bap, Highway Offices and Rest House, connects Main Approx. half Bazaar and all markets. Govt. Elementary School, of town and General Post Office, Cooperative Society Office, Old Lorry 1. 1800 half of Timber Market, Furniture Market and Iron Stores. Adda Road visitors in • The main route for traffic as well as pedestrians to Muharram main bazaar and Darbar Mai-Bap. High percentage of such visitors pass through this road in Muharram and on the occasion of Sakhi Sarwar Urs. • Main market and bazaar, links main bazaar with main Jhang-Multan road, main entrance to Northern Approx. half & Western town. Girls High School, Girls College, of town and Police Chowki, Ladies Park, Darbar Mai-Bap, Shahid 2. 2225 half of connects link roads of Basti Maugan, Hassu wali, Shaheed Road visitors in Shah Khalil and main graveyard of Shorkot town Muharram (Haji Qasim graveyard) • Entrance to darbar Mai-Bap for pedestrians and light traffic. • Connects dispensary, main bazaar, vaccination Purana center, private clinics, vegetable market & other 3. 2,000 6000 Hospital Road shopping centers, links Darbar road with Shahid Shaheed road Daily visitors 2000-4000 • Main shopping center of the town. Serves 4. Main Bazar 2100 Permanent residential areas as well. residents 3000 5. Shakir Road 1,700 2500 • Links Pattan Road with Darbar Road, Ghalla Mandi

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& PASCO Godowns of Food Department Permanent residents • Main point for gents and ladies shopping center, 6. Usmania Road 2,000 2500 and links main road with Purana Hospital Road. Daily visitors 2000 5000 persons Old Jhang / serves as by • Thickly populated area on both sides. Madrissa Jamia 7. Nawan Shaber 5000 pass for main Usmania, commercial college, PTCL office and bus Road road in case of stand are located on this road. It also serves as a by-pass emergancy road in case of some traffic jams at main road Madrissa • Accommodates shopping centre. Two Madrissa’s names 8. 1100 2000 Islamia Road as Madrissa Islamia and Madrissa Dawat-e-Islamia. This road links Purana Lorry Adda to Multan road. 5000 residents and all visitors 9. Bhirr Road 3000 in Muharram • This route is an exit route for pedestrians and light traffic using one way during Muharram to avoid traffic jams at main roads traffic path Due to existence of all above mentioned activities / location, the construction / improvement of roads at Sr. No. 1, 2, 4, 7, 8 & 9 is utmost necessary. The improvement will result in:- • Smooth flow of traffic • Convenience to the pedestrians • Safe communication facilities • Elimination of encroachment The improvement / construction remained neglected by TMA in past due to constraint of funds with TMA.

2.5 PROBLEMS 2.5.1 Public Problems Due to absence of footpaths along these roads, the pedestrians have to walk on roads and sides / shoulders are encroached temporarily by most of shopkeepers, vendors, store owner and other commercial centers by placing their sailable goods on shoulders to give an open exhibition. It is resulting in:- • Inconvenience / walking hazards to pedestrians • Obstructed and slow speed traffic flows • Traffic jams • Accidents All main roads need to be provided with footpaths to eliminate all above mentioned problems and difficulties. All 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, markets, because of stagnant water, muddy and slippery surfaces. Non existence of proper streetlights on main roads is giving rise to under mentioned difficulties:-

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• 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. • It becomes impossible for ladies and girl students to move around at night. Hence the roads need to be equipped with proper streetlight system to overcome the above mentioned problems to make the environment at night friendly for living. 2.5.2 Funding Problems

Problems faced by public vehicles and visitors have been fully explained in above section. The roads and streetlights require to be improved but TMA is facing stringency of funds. The annual budget of TMA does not allow huge expenditure for this improvement whereas GOPb is not funding these projects inside the town. 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 complete infrastructure will not be able to cope with traffic and pedestrian requirements.

2.6 IMPROVEMENT REQUIRED WITH JUSTIFICATION The under mentioned roads need improvement as requested by TMA in their proposal. (a) Old Lorry Adda Road Length 1800 RFT (b) Shahid Shaheed Road Length 2225 RFT (c) Old Jhang Road / Nawan Shaher Length 5000 RFT Road (d) Madrissa Islamia Road Length 1100 RFT (e) Main Bazar Length 2100 RFT (f) Bhir Road Length 3000 RFT Total Length 15225 RFT = 4.6 KM The following items of works will be involved for this improvement. • Widening of roads • Raising where required • Construction of footpaths • Construction / improvement of cross and longitudinal drainage system • Erection of streetlights • New construction at points where metalling does not exist at present

Without construction / improvement of these roads and streetlight, it is not possible to provide proper facility of communication system in this town and public will go on facing the inconvenience and difficulties mentioned above. After completion of this improvement, the under mentioned benefits will be accrued:- • A good communication system will be available to the public, which will improve the environment of the town. • The difficulties and problem faced by pedestrian during movement on roads will be eliminated.

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• The commercial activities and business in the town will be improved. • Watch and ward and security of public will improve due to streetlight provision. • Vehicle accidents / loss will be reduced. • Maintenance cost of vehicles will be reduced. • Public mental tension, frustration will be minimized. • The town will have a better look.

2.7 THE SUB PROJECT 2.7.1 Description The TMA Shorkot has proposed the widening and improvement of following road segments, which are connected with provincial roads, district road and populated areas and other important institutions. The importance of these roads along with the need of improvement is given as below. (Key plan is attached at Annexure-B). A. Old Jhang Road Old Jhang road has population on both sides and is extremely undulated. The entire road is damaged and buried under soil. After improvement it can serve as a by pass road between commercial college and Tehsil Chowk and can take the load of Main Jhang – Multan road for about 1.5 Km in case of emergencies. B. Old Lorry Adda Road Old Lorry Adda road link Tehsil Chowk to Darbar Road. It also connects to Pattan road which goes towards Chenab River. A huge number of people use this road to reach Darbar Mai Bap during Urs and Muharram days. Widening and improvement of this road will make traffic flow very smooth and reduce traffic jams and there will be considerable time saving for visitors. C. Bhir Road Bhir road is proposed to provide an alternate route to people visiting Darbar Mai- bap during rushy days of Muharram when people face extreme difficulties to move around. This road will provide the facility to move traffic in one direction. People will enter from Old Lorry Adda road and after visiting Darbar Mai Bap they will use this road to come to Pattan road via Shakir road. Apart from that it serves sufficient population and it is also the only access to historical fort which is presently connected to town by a dusty track. D. Madrissa Islamia Road This road serves shopping centers and two madrissas and also is an alternate route to Lorry Adda road for people during the days of Muharram and Urs. Small kids use main road in normal days to go to these Madrissas and face problems as there is always a danger of accident. E. Shahid Shaheed Road Shahid Shaheed road has most of the schools and college in its vicinity and it also links Jhang – Multan road to main bazaar and provide an alternate route to go towards Dabar Mai Bap. Improvement of this road will prove a safe and quick

24 access to schools, colleges, main bazaar and Darbar especially for the people residing in housing colony, Nawan Sheher and on Bhangoo road. F. Main Bazar Main bazaar has undulated and rough surface which creates problems for the pedestrians visiting this area for shopping. Due to undulations, environment is not good for shopping. Thousands of people daily visit this bazaar as this is the only shopping place for town surroundings. 2.7.2 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 whereas tuff tiles are considered appropriate for main bazaar. (Typical road sections are attached at Annexure-C). Due to existence of sewerage system on all the proposed roads, gully gratings are proposed at suitable locations to intercept surface runoff particularly during monsoon season. (Typical section is attached at Annexure-D Tuff tiles pavement has been proposed in the main bazaar to cater the required level of service, keeping in view its importance as the centre point of all the commercial and domestic activities. There is no sewerage system in main bazaar, therefore longitudinal drain of type-1 is proposed on both sides to take the waste as well as storm water. This type of pavement has been proposed keeping in the view the following characteristics of tuff tiles:

• Ready made and durable • Economical, high strength and long life • Skid resistance • Acid and petroleum resistance • Replaceable in case of damage • No curing required, ready to use

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 2.7.3 Proposed design for streetlights It is proposed to provide under mentioned components /features in this system:- • Installation of sodium lights on all roads • Installation of florescent tube lights on Main Bazaar

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• 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 • Tube light to be provided with bracket on top to keep out storm water from tube installations • Where new tubelar poles are not possible to be erected due to limitations of space, WAPDA poles will be used for hoisting of conductor and fixing light brackets • Entire streetlight system will be divided into 3 sections having independent energy meters • Independent three 25-KVA transformers will be provided to supply 220 V power to these sections • 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. • Wherever it is not possible to erect poles and strings, naked conductors, 2- core cable will be hoisted on tubelar poles of low height and light bracket will be fitted on these poles (Main Bazaar and part of Shahid Shaheed Road) • Every pole carrying naked aluminum conductor will be provided with standard earthing • Every circuit will be provided with a circuit breaker • ANT-conductor will be used for distribution of power for streetlight 2.7.4 Site Suitability During the site visits, PMDFC staff evaluated the existing site conditions, especially the Right-of-Way (ROW) of the proposed road segments. The report findings indicate that the widening and improvement of the road sections would remain within the existing ROW and no issue of land purchase or acquisition will be involved. Only a few cases of 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 streetlighting, the poles will be erected on main roads of the town and hence no acquisition / purchase of land is involved as it is owned by TMA. Wherever conditions do not permit erection of high poles, 2-core cable with low height poles will be used. WAPDA poles will be used for hoisting of conductors where erection of poles is not possible due to lesser width of road in certain sections. 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. 2.7.5 Implementation period The sub-project will be executed in 12 months after the work has been awarded to the contractor. The implementation period has been depicted in Annexure-E. 2.7.6 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 Shorkot by

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National Competitive Bidding. The implementation will be monitored by resident construction supervision. 2.7.7 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 • Increase public awareness To achieve the best value-for-money of the TMA’s scarce 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 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

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• Existing arrangements & expenditure These lights are being maintained by TMA Shorkot with a very minor cost, by an electrician employed by TMA. Annual O &M cost is as under: Establishment charges = Rs. 57,000 Electrical charges = Rs. 270,000 Replacement/repair = Rs. 50,000 Total = Rs. 377,000 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 Shorkot through its own staff. The cost of operation & maintenance after completion of the project in year 2007 has been given in Annexure-F & worked out to be Rs. 0.44 million. TMA will afford 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 replacement can be got from local market in Multan at 90 minutes journey. Hence no physical problem will be encountered. 2.7.8 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. The cutting of trees will be minimized 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.

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• 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 Right of way (ROW) is available for the road structure. Only a few cases of temporary encroachments will have to be dealt with. 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 Performa in this context is attached at Annexure-G

2.8 SUB PROJECT COST The cost of this sub-project has been worked out to be Rs. 54 million i/c 3% price contingencies and is given at Annexure-H.

2.9 SERVICE DELIVERY INDICATORS Roads • Decrease in Maintenance and Repair (M&R) cost per year on these road segments. (Source: Agency Record) • Decrease in time of stagnancy of storm water on certain locations. (Source: Trained Observer) Streetlight • Number of complaints registered about streetlighting (by location) • Decrease in rate of after dark crime • Number and place of streetlights not working. • Number of businesses staying open longer because of improvement of streetlights. • Percentage of citizens who feel safe, walking alone on the street at night (by gender, location)

2.10 RECOMMENDATIONS • The Shorkot town is in dire need of this sub project for improvement of transportation, environments, watch & ward, security and safety of its residents and specially a large number of visitors. • The sub project is technically feasible and financially viable. • The project is sustainable as TMA is capable to spare the O & M cost from available resources. • No capacity building of TMA is required for this purpose as the maintenance is not so complicated issue.

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3 FIELD APPRAISAL REPORT OF PARKS IN SHORKOT TOWN

3.1 PREFACE This sub-project Field Appraisal Report (FAR) has been prepared by Punjab Municipal Development Fund Company (PMDFC), for construction of 2 Nos. parks in Shorkot town of Jhang district as proposed by TMA Shorkot. This report provides an assessment of the present facilities of parks available in the town, the problems and needs of the town, the improvement 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 Shorkot town, inspected the site of parks and had discussions with TMA Officers, Engineers and Nazim. Keeping in view the needs of the town and site conditions, along with financial position of TMA, it is concluded that proposed sub-project is justified. The completion of this sub-project will provide a recreational facility to the people of this town along with public living in the surrounding areas and the lacs of visitors at special occasions. The TMA can afford to maintain this sub-project after completion and hence the scheme is sustainable.

3.2 INTRODUCTION 3.2.1 Location Shorkot town is situated on Jhang-Multan road at a distance of 56 Km from Jhang at its south. Toba Tek Singh city lies at North-East of Shorkot town at a distance of 35 Kms. A railway station (Shorkot road) with sufficient population is situated at its East at a distance of 18 Km. River Chenab is passing at West of this town at a distance of 10 Kms (location map attached at Annexure-A)

3.2.2 Back ground

The town has got a very ancient history and it is learnt that it was built many times in history which raised its elevation even up to 200 ft above ground level. The elevated ruins even exist now called as “Bhirr” in local language and it spreads at about 8 acres. The existing town has now grown up in East, South and North of this hump. PAF air base called “Rafiqui Air Base” is located in East of this town at a distance of 15 Km. Kashmir sugar mill is working on Shorkot-Cantt road at 8 Km and Waqas textile and spinning mill is also situated on this road. The town is famous for shrines of parents of a famous saint and poet named as “Sultan Bahu”. Although his shrine is located across the river Chenab near Garh Mahraga but due to the location of shrine of his parents called “Mai-Bap”, lacs of people visit every year to this shrine in the month of Muharram (Ist to 13th). Thousands of visitors also visit this shrine during Urs at Sakhi Sarwar District D.G.Khan. The town is having fertile lands in the western area due to fresh water occurrence and up to 3 Km in the East of the town. Cash crops like sugar cane, rice and wheat are grown over here. The town had a population of 27,276 persons in the year 1998 as per District Census Report. It is growing at a rate of 2.30 % per annum as per this report and is

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having average 7.2 person per house hold. With this growth rate the town is estimated to have a population of 31,982 persons in present year (2005) and may grow upto 40,148 persons in year 2015 and 50,400 persons in the year 2025. Shorkot Cantt situated at a distance of 18 Km in East is having a population of 25,510 as per 1998 census.

3.2.3 Administrative status The town had a town committee before devolution in year 2001 and thereafter it has been given the status of a TMA. It had two other urban localities (Garh Mahraga and Ahmad Pur Sial) situated across the river Chenab but recently Ahmad Pur Sial has been given the status of a TMA and separated from Shorkot TMA.

3.2.4 Sub soil & ground water conditions The town is situated near the flood plain of River Chenab and has got fresh ground water of TDS ranging from 500 to 700 ppm. The sub soil is clay up to depth of 8 ft, silt up to 20 ft and sand beyond that depth. The plain is alluvial in nature and hence fertile for crops and agriculture. The fresh-brackish water interface is lying at about 5 Km of the town in the East. The aquifer of the town is recharged by river Chenab.

3.3 RATIONALES OF THE SUB PROJECT 3.3.1 Existing park facilities Presently two parks are available in the town but both are virtually empty spaces without any park facility such as grassy lawns, paths, lights or any other recreational facility. Town Plan is attached as Annexure-B. Both of the parks are described as under:

3.3.2 TMA Children Park (Renamed as “Bahu Park”) This park is situated at main Jhang-Multan road passing through center of this town. It is just adjacent to TMA Shorkot offices and is spread over an area of 12 acres. A very small area in this park was allocated for children and a see-saw along with a slide is presently available in this space, which too are in a very bad shape. A water treatment plant, for water supply of the town, was constructed in this park having sedimentation tanks (one lined and one unlined) filter beds, clear water tank, pumping chamber and staff quarter. All these structures have now been abandoned since long as tube wells were subsequently installed for water supply scheme. These structures are now in damaged shape. A tube well is working in this park. A water purification plant, with U/V disinfection method, has been recently constructed at one end of this park which is expected to be commissioned very soon. Rest of all space is empty. A boundary wall equipped with grill is surrounding this park at two sides (East & South). The West & North sides do not have any such wall or grill. The main city lies at West of this park (plan of existing features is attached at Annexure-C) No visitor is using this park due to non availability of any facility. TMA has decided to convert this space into a proper park with all facilities but could not do

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so because of stringency of funds. The ground level in this park is 4-5 ft lower than the main road level. It will be renamed as “Bahu Park” after its completion.

3.3.3 Chowki Ground Park (Chandni Park) This park comprising of one acre of land is situated right in the heart of the town near the shrine of “Mai-Bap”. It has boundary wall on three sides and a mild steel grill on its front. It is connected with metalled road with all parts of the town. It is lying as empty ground having no recreational facility except some footpaths which are not being used by any visitor except for the trespassers who use them to cross this park for approaching their residences across it. No water irrigation facilities are available. The ground level in this park is 3 to 4 ft lower than the road level. Plan of existing features attached at Annexure-D.

3.4 NEEDS As narrated above, adequate space is owned by TMA but no recreational facility is available to residents of the town, people from surrounding villages and a large percentage of people who visit this town at different occasions. They have no place for outing and recreation and have to spend their leisure time indoors. The population of the town needing recreational facility, the surrounding population and the detail of visitors to this town estimated for year 2005 and year 2015 is given at Annex-E. It is evident from this statement that: • No facility for recreation is available for 31,982 persons of this town and 50,000 persons of surroundings over 30 villages at present totaling to 81,982 persons which will rise to 101,100 persons in year 2015 • No facility is available to the visitors of this town during the Urs of “Sultan Bahu” which takes place in month of “Muharram” and visitors rush to this town from Ist to 13th. These visitors number up to 50,000 per day passing to shrine of Mai-Bap in the town from Ist to 13th giving a total approximate number up to 6 lacs. • Over 60,000 visitors come to this town during Urs of Hazrat Sakhi Sarwar while passing to D.G Khan and pay tribute and fateha to “Mai-Bap”. No facility is available for them as well. • With growing physical and mental tension and agonies of individuals due to various reasons, recreation is becoming all the more important for a human being. It reduces depression, frustration, tensions, and agonies and brings happiness in the changed green and friendly environment for some time for those who visit good places, parks and other recreational places. • Parks provide a good breathing space for people living in polluted, rushy, slums and very busy environments and recreate bodies and brains, thus improving the working capacity of human being. It provides good recreation for children and ladies. • The town and surrounding areas thus need good parks in the town for their recreation. 3.5 PROBLEMS • TMA has got a great desire to provide the facilities to the inhabitants, surrounding population and visitors. They have got good spaces as well but their financial position does not allow spending heavily to build up these

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parks. They have got the capacity to maintain these parks if built up as is evident from the expenditure on services in year 2004-2005 (Annexure-F). Sub soil water is fresh and it is easy to keep the parks green once developed. • Hence the only problem of TMA is the stringent resources for building and developing these parks.

3.6 IMPROVEMENT REQUIRED WITH JUSTIFICATION The facility of parks can be provided to the town with adequate funding. Both parks named as “Bahu Park” covering area of 12 acres and Chowki Ground Park renamed as “Chandni Park” will be developed as proper parks with all required facilities for recreation. Bahu Park will be allocated for ladies and gents both but Chandni Park will be exclusively meant for ladies and children as it lies inside the town and has a limited area whereas ladies have no specific space for their recreation in the entire town.

3.7 THE SUB PROJECT 3.7.1 Description TMA wants to develop both parks in the form of proper recreational parks, having all main features of a good park for recreation of the people. Bahu park will be provided with all such facilities because of ample available space, but Chandni park will have limited facilities because of small available space and will be exclusively allocated for ladies.

3.7.2 Proposed design The layout plans for both of the parks have been given at Annexure-G & H. The parks will have under mentioned features / components:-

Bahu Park This park is to be constructed on a very potential site situated on main Multan- Jhang Road near to TMA office and is bounded by another road leading to the town. The existing structures in this park will be dismantled to the extent of formation level of the park which will vary from point to point. Under mentioned structures and facilities will be provided in this park. • Main entrance in the form of a decorative gate along with booking office cabins & chowkidar room. • Parking lots • Footpaths of 5.0 ft width with R.C.C 1:6:12 at the bottom, side masonry of 9” width and tuff tiles at the top • Play land for children having required play equipment in the out door • A play hall for housing electronic games for children. • Canteen building with sitting apron. • Electric outdoor play games such as swing boat, electric cars, electric round swing etc.

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• Sodium lights fitted on tubular poles at entrance gate, parking lot, electric play games, children play land and at different footpaths. • Garden lights mounted on poles along footpaths • A long zig-zag lake lined with concrete 1:2:4 in bed and sides, with M.S grill fixed on parapet around the lake, for safety. • Piping for irrigation of lawns • A loading platform for boat passengers • Pedal boats • Two small fountains near entrance and one big fountain at suitable place • Public toilets 5 Nos. for ladies and 5 Nos. for gents with water tank on top for half day use • Wall lights all along the boundary wall • Land scaping, plantation and turfing • A jogging track along boundary wall • A water fall with vertical fall of water lighted with colours Chandni Park This park will be constructed on an area of one-acre situated right in the center of the town near Darbar Mai-Bap and a police chowki. A boundary wall already exists at three sides along with a M.S grill on the front side along the approach road which is metalled. The park is presently in depression and an earth fill up to 4 ft depth is required to bring it to the level of road, to eliminate storm water stagnation. This park will be provided with under mentioned features:- • Earth fill up to 4 ft depth • Repair of boundary wall and front M.S grill • Installation of a tube well of low capacity for irrigation • Piping for irrigation of lawns • Construction of footpaths • Construction of a large fountain in the center and two small fountains • A water fall with coloured lights • A small play corner for children with see-saw, slides and swings • Sodium lights near entrance and children play corner • Garden lights along both sides of the footpaths • Wall lights all along the boundary wall • One electric game in outdoor • A small canteen and play land for children containing indoor electronic games

34

• Turfing, plantation and land scaping • A small booking office near entrance Suitability of facilities and provisions All above given design features seem to be need of the town, keeping in view habits and trend of local people. During detailed design, all such provision will be critically examined and consultants will provide those facilities / features which fit in the environment and need of these people. Special attention will be given to the fact that during Muharram lacs of people visit this area. 3.7.3 Site suitability Both the sites are very potential sites for construction of parks. Bahu park is located right at the arterial road of the district and large parking can be accommodated for visitors. It will go a long way in enhancing the beauty of the town. The site is adjoining to TMA Headquarters office and hence good watch and maintenance can be implemented. TMA special events can also be held in this park. Hence this is the most suitable site for the park. Chandni park is located right in thickly populated area of the town near police post and is best suited for ladies and children of smaller age. It is surrounded by houses and hence carries good safety features required for ladies. Hence this site is also quite suitable. 3.7.4 Implementation period The sub-project will be executed in 18 months after the work has been awarded to the contractor as it involves earth fill and works of different nature. The implementation period has been depicted in Annexure-J. 3.7.5 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 Shorkot through National Competitive Bidding. Resident supervision will be entrusted to the consultants. 3.7.6 Proposed plan for design and construction The activities from FAR approval to completion of the sub-project have been reflected in Annexure-J. 3.7.7 Operation & Maintenance implications The operation and maintenance of the sub-project after completion will be the responsibility of TMA. As depicted in Annexure-F, TMA is maintaining other services and O & M expenditure of this sub-project will not add very big burdon to TMA. The O & M annual expenditure and the income to be generated by levying of tickets on both parks as given in Annexure-K & L respectively are as under:-

All figures in Pak Rs. Expected income O & M Deficit / Year Ticket rate Proposed Expenditure Surplus Children Adults income

35

2008 1,269,000 2 3 778100 (-) 490900 2012 1,458,000 2 4 1156450 (-) 301550 2015 1,647,000 3 5 1534800 (-) 112200

It can be observed that TMA will have to meet the deficit of Rs. 0.491 million in the beginning in year 2008 whereas this deficit will gradually reduce to 0.112 million in year 2015. TMA has got the capacity to afford this deficit and hence the scheme is sustainable. 3.7.8 Environmental & social aspects There will no negative effect of this sub-project as far as these issues are concerned. No land has to be acquired and hence no social issue will be created. The environment is going to be improved by implementation of this sub-project as people will have recreation spots in their town. The parks will have better effect on general environment of the town as well as the health of people. The proforma in this context is attached at Annexure-M. 3.8 SUB PROJECT COST

The cost of this sub-project has been worked out to be Rs. 23.76 million i/c 3% price contingencies and given at Annexure-N. 3.9 SERVICE DELIVERY INDICATORS • Number of people visiting TMA Park. • Percentage of citizens satisfied with TMA’s restoration of city parks. • Overall rating of park condition by trained observer (for each park). • No of hazards (rusted equipment, non functional facilities, poorly maintained lawns and broken glass etc.) found in the TMA’s park by trained observers (by type of hazard, location of park). 3.10 RECOMMENDATIONS • The sub-project is technically feasible and financially viable. • TMA can afford to maintain the sub-project after completion. • The sub-project will provide recreational facilities to inhabitants of Shorkot town and its surrounding 30 villages apart from large nember of visitors during various periods of every year. • No special skills are required for O & M of this sub-project. TMA has got the required know how to maintain it.

36

Annex-C Existing Site For Proposed Bahoo Park Shorkot city

Inhabited N Area g n a h

J o 94.35 Gate T Gate

94.52

TMA SHORKOT OFFICE

Gate 94.08 Girls

Primary ’ 8 School 2 94.63 =

h

’-6” t

d i 305

dw

e Boys l l

a Primary 384’-10” t

School Ma 96.12 Staff Quarter

Filter 94.95 Inhabited Bed 95.22 Area Katcha Sedimentation Tank Gate Clear water Lined D well N Sedimentation A T L o ta Tank F l W A idth Q = U 1 N 15 A ’ 96.12 94.85 A 94.92 T L

U

t T/Well

e M

e -

r D

G

A St TOTAL AREA 12.40 Acres N O

A R

H

J

N I

A

Existing M Boundary wall 94.42 94.12’ 490’

TMA Mattaled Road N A

T Total 40’ Wide L Matelled width = 12’ U M Water

O

Purification T Plant

Inhabited Area

PROPOSED POPULATION TO BE SERVED BY PARKS IN TMA SHORKOT

Year 2005 Year 2015 Sr. Period No. Distant Distant Town Surroundings Total Town Surroundings Total Visitors Visitors 1 Normal days 31,982 50,000 - 81,982 40,100 61,000 - 101,100 Urs Sultan Bahu, 2 Muharram 1-13, - - 600,000 600,000 - - 700,000 700,000 50,000 visitors daily Urs Sakhi Sarwar, 20,000/day 3 transit visitors daily -- 60,000 - - 70,000 70,000 = 60,000 (three days) Total 741,982 871,100 Annexure - E - Annexure Annexure - F

TMA SHORKOT FINANCIALS 2004-2005

INCOME

Own sources = Rs.49,406,845 Govt.funding = Rs.42,957,000 Total = Rs. 92,363,845

EXPENDITURE

Non development = Rs. 19,632,592 Development = Rs. 87,971,200 Total = Rs. 107,603,792

Deficit met from balance of 2003-2004

Expenditure (Rs.) Area of service Shorkot town Other areas Total 1. Watersupply 231,913 886,926 1,118,839 2. sewerage & Drainage 584,471 956,421 1,540,892 3. Street Lighting 333,268 849,986 1,183,254 4. Solid Waste Management 2,340,412 3,099,927 5,440,339 5. Fire brigade Nil Nil Nil 6. Roads & Streets 500,000 Nil 500,000 7. Garden & Parks 56,097 190,777 246,874 Total 4,046,161 5,984,037 10,030,198

SUB PROJECT IMPLENENTATION PERIOD

NAME OF THE SUB PROJECT Construction of parks in Shorkot Town Year 2005 Year 2006 Year 2007 S # Activity Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun July Aug Sep Oct Preparation of Detailed design, 1 cost estimates & Contract Documents Invitation & receipt of bids, 2 evaluation and award of work 3 Mobilization of contractor 4 Construction of boundary wall 5 Construction of lake

6 Construction of civil structure

7 Erection of lights 8 Toilets, sewerage etc 9 Fountains and water falls 10 Turfing and plantation Annexure -J Annexure - K

Summary of Annual O & M charges

Year 2008 Year 2015 Sr. No. Establishment Charges (Rs.) (Rs.)

1 Establishment Charges 636,000 852,000

2 Electrical Charges 313,000 375,000

3 Repair & Replacement Charges 320,000 420,000

Total 1,269,000 1,647,000

Page 1 of 2 Annexure - K

Annual O & M Charges

A. Establishment Charges

Year 2008 Year 2015 Sr. Details of Salary per Salary per No. Establishments Nos. Total Nos. Total month month 1 Mali 12 3,000 36,000 12 4,000 48,000 2 Baildar 2 3,000 6,000 2 4,000 8,000 3 Chowkidar 2 3,000 6,000 2 4,000 8,000 Supervisor / Tubewell 4 1 5,000 5,000 1 7,000 7,000 operator Total 53,000 71,000 Total for 12 months 636,000 852,000

B. Electrical Charges

1. Sodium Lights

Bahu park = 20 Nos. Chandni park = 4 Nos. Total = 24 Nos. @ 125 W = 3000 Watts

2. Garden Lights (Energy Savers)

Bahu park = 100 Nos. Chandni park = 30 Nos. Total = 130 Nos. @ 40 W = 5200 Watts

Total = 3000+5200 = 8200 Watts = 8.2 KW For 10 hours / day, energy consumed = 8.2x10x365 = 29930 KW/Units Tube wells 25 + 5 BHP = 30x0.746x4x365 = 32675 Units Total consumption / annum = 29930+32675 = 62605 Units Total cost for year 2008 = 62605 @ Rs.5 / unit = Rs. 313025 Say Rs. 313000 Total cost for year 2015 = 62605 @ Rs.6 / unit = Rs. 375630 Say Rs. 375000

C. Repair and Maintenance

Sr. Year 2008 Year 2015 Details No. (Rs.) (Rs.) 1 Civil Structures 100,000 130,000 2 Tube wells 70,000 80,000 3 T & P 50,000 60,000 4 Lights 100,000 150,000 Total 320,000 420,000

Page 2 of 2 TMA SHORKOT INCOME EXPECTED FROM PARKS

Year 2008 Year 2015 Sr. Period No. Rate Amount Rate Amount Total Rate Amount Rate Amount Total Adults Children Adults Children (Rs.) (Rs.) (Rs.) (Rs.) (Rs.) (Rs.) (Rs.) (Rs.) (Rs.) (Rs.) 1 Normal Period (daily) 400 3 1,200 500 2 1,000 2,200 500 5 2,500 600 3 1,800 4,300 Urs Sulatan Bahu, 2 2,500 3 7,500 400 2 800 8,300 3,000 5 15,000 600 3 1,800 16,800 Muharram 1-13 During Urs Sakhi 3 800 3 2,400 500 2 1,000 3,400 1,200 5 6,000 600 3 1,800 7,800 Sarwar, 3 days

Sr. Year 2008 Year 2015 Period No. Days Amount (Rs.) Total (Rs.) Days Amount (Rs.) Total (Rs.) 1 Normal days 300 2,200 660,000 300 4,300 1,290,000 2 Urs Sultan Bahu 13 8,300 107,900 13 16,800 218,400 3 Urs Sakhi Sarwar 3 3,400 10,200 3 7,800 23,400 Grand Total 778,100 1,531,800 Annexure - L - Annexure Parks scheme Shorkot Annexure-M 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? √

6. Will the project cause noise pollution? √

7. Will the project generate solid waste? √

8. Will the project result in cutting of trees? √

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 causes any effect on flora and fauna? √

Page 1 of 2 Parks scheme Shorkot Annexure-M Land Acquisition and Resettlement Impacts Checklist

1. Name of Subproject: Construction of parks in Shorkot Town 2. TMA name: Shorkot 3. Sub-project Location (include map/sketch): Location map attached 4. Proposed Date of Commencement of Work: May 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 __5.3__ ha o (b) Community/ Religious Land __x___ ha (e) Other ___x____ ha

7. Current land uses of the above affected lands: (use) Parks (ha) __5.3__ 8. Existing users: a) Number of Customary Claimants: x b) Number of Squatters: x c) Number of Encroachers: x d) Number of Owners: x 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 2 of 2 Annexure-N

SUMMARY OF COST OF CONSTRUCTION OF PARKS IN SHOTKOT TOWN

Sr. Bahu Park Chandni Park Name of work Unit Total No. Quantity Cost Quantity Cost 1 Earth filling Cft. 1,065,800 2,578,700 88,238 213,500 2,792,200 Boundary wall Raising 553 165,900 Repair 300,000 465,900 2 Rft. New 1,195 896,200 896,200 M.S.Grill 1,300 650,000 650,000 Tube well & machinery + pump 3 No. Repair 80,000 1 No. 600,000 680,000 house 4 Water supply pipe line Rft. 3,000 281,000 800 75,000 356,000 Errection of lights - 5 Sodium light Nos 20 600,000 4 120,000 720,000 Garden light 100 800,000 30 240,000 1,040,000 6 Construction of foot path (5 ft wide) Rft. 7,393 2,801,900 1,500 568,500 3,370,400 7 Construction of main gate No 190,000 190,000 8 Construction of booking office Sft 278 166,800 150 90,000 256,800 9 Construction of parking area Sft 9,000 685,200 685,200 10 Costrction of lake Sft 48,613 2,721,000 2,721,000 11 Cosnstruction of water fall No 1,100 332,000 1 332,000 664,000 Construction of fountains - 12 Large No 2 600,000 1 300,000 900,000 Small 2 200,000 2 200,000 400,000 13 Construction of toilet blocks Sft 590 472,000 150 120,000 592,000 14 Construction of sewer lines Rft. 200 110,000 50 27,500 137,500 15 Road crossing of sewer lines Job 300,000 Job 20,000 320,000 16 Land scaping & plantation Job 300,000 Job 100,000 400,000 17 Erection of electric games Nos 3 1,000,000 1 400,000 1,400,000 Provision for benches and sitting 18 LS 300,000 LS 80,000 380,000 places 19 Umbrella and fibre glass sheds LS 500,000 LS 100,000 600,000 20 Construction of canteen building LS 600,000 LS 200,000 800,000 21 Main control room/office LS 200,000 200,000 22 Provision for children play land LS 300,000 LS 300,000 600,000 Provision of wooden bridge crossing 23 LS 200,000 200,000 on lake 24 External electrification Job 400,000 Job 250,000 650,000 Total 18,430,700 23,067,200 Add 3 % contingencies 692,016 G.Total 23,759,216

Say 23.76 Million Selected TMAs by PMDFC Annexure-A

Taxila

Pindi Bhatian

Shorkot

Selected TMAs

TMAs

TYPICAL CROSS SECTIONS OF ROADS TMA SHORKOT MIDRASA ISLAMIA ROAD

18'

1' 16' 1'

S = 1:2 AV: 4.15 s.s=1:2 ROAD EDGING NSL

EXISTING KATCHA ROAD 3" THICK PREMIX ASPHAST BASE COURSE 6" THICK SUB BASE 6" THICK

OLD LORRY ADA ROAD

40 Foot path

5' 30 5'

Building Line Building Line

AV 2.5' Earthfill 12' ANNEXURE-C

Completely Damaged Existing Road 3" THICK PREMIX ASPHAST

BASE COURSE 6" THICK

SUB BASE 6" THICK

Page 1 of 4 OLD JHANG ROAD / NAWAN SHEHER ROAD

44

5' 34 5'

Building Line Building Line

AV 2.5' Earthfill 12'

Completely Damaged Existing Road

3" THICK PREMIX ASPHAST

BASE COURSE 6" THICK

SUB BASE 6" THICK

SHAHID SHEED ROAD

30

5' 20 5' '

Building Line Building Line

Existing 12' wide damaged road 3" THICK PREMIX ASPHAST

BASE COURSE 6" THICK ANNEXURE-C

SUB BASE 6" THICK

Page 2 of 4 BHIR ROAD 25'

16' 4' 4'

S = 1:2 AV: 3.5' s.s=1:2 ROAD EDGING NSL EXISTING KATCHA ROAD

2" THICK PREMIX ASPHAST

BASE COURSE 6" THICK

SUB BASE 6" THICK MAIN BAZAR

25'

Building Line Building Line

A.V: 1.25' ANNEXURE-C EXISTING DAMAGED SURFACE

TURF TILES

STONE BALLAST 1.5"-2" (1:4:8)

Page 3 of 4 X-SECTION OF RETAINING WALL

1'-6" 12"

12" 3' 12" 4'-6"

8' 2'-6" NSL B.B : 1:5

1'-6" 12" PCC 1:6:12

9'

TYPICAL X - SECTION OF FOOT PATH

1:6:12

B.B B.B 1.875' 1 1/8' 1.125'

1' - 1.50'

1:6:12 0-4"

1.5' SAND ANNEXURE-C

BRICK BLAST: 4" (1:4:8)

Page 4 of 4

SUB PROJECT IMPLENENTATION PERIOD

NAME OF THE SUB PROJECT Construction of Roads in Shorkot Town Year 2006 Year 2007 S # Activity Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Feasibility studies & detailed 1 design Invitation of bids, evaluation and 2 award of contract 3 Mobilization of contractor 4 Construction of roads

5 Errection of poles and conductors

6 Errection of brackets and lights Errection of transformers, meters, 7 circuit breakers and commissioning Annexure - E Annexure- F

O & M COST OF STREET LIGHTS IN SHORKOT 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 101 @ 150 w = 15,150 w Tube lights 9 @ 40 w = 360 w Total = 15,510 w

Taking 10 hours/ day Total units = 15510 x 10 x 365 1000 = 56,612 Units = 56,612 x 5 Total cost = Rs. 283,060

3. Replacements & Repairs Replace sodium lights 20 % 20 Nos. @ 6000 = 120,000 Replace tube rod & choke 100 % 9 Nos. @ 200 = 1,800 Replace complete tube lights 20 % 2 Nos. @ 600 = 1,200 Replace sodium light brackets 10 % 10 Nos. @ 2000 = 20,000 T & P replacement = 10,000 Total = Rs. 153,000 G. Total = Rs. 436,060 Say = 0.44 Million

Roads scheme Shorkot 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 off by

contracotr 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 done 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 1 of 2 Annexure-G Roads scheme Shorkot

Land Acquisition and Resettlement Impacts Checklist

1. Name of Subproject: Improvement/Construction of roads in Shorkot Town 2. TMA name: Shorkot 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 Shorkot and no d) Number of Owners: x land acquisition e) Number of Tenants: x involves. 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 2 of 2 Annexure-H

ESTIMATE FOR CONSTRUCTION OF ROADS & STREET LIGHT TMA SHORKOT

SUMMARY OF COST

Sr.# Description Amount (Million) Remarks

Roads Total Length = 4.64 Km

1 Old Jhang Road (Nawan Sheher Road) 19.90 Length = 1.52 Km

2 Old Lorry Adda Road 7.57 Length = 0.55 Km

3 Bhir Road 10.33 Length = 0.91 Km

4 Madrissa Islamia Road 1.95 Length = 0.34 Km

5 Shahid Shaheed Road 6.24 Length = 0.68 Km

6 Turf Tiles in Main Bazar 2.60 Length = 0.64 Km

Sub Total (A) 48.59

Street Lights

7 Distribution Equipment 2.39

8 Lgihts 0.91

9 Power Supply 0.42

10 Tool & Plants for Maintenance 0.12

Sub Total (B) 3.84

Total (A + B) 52.43

Add 3 % Contingencies 1.57

GRAND TOTAL 54.01

Page 1 of 1 Annexure-H ESTIMATE FOR CONSTRUCTION OF ROADS TMA SHORKOT

A. Old Jhang Road (Nawan Sheher Road)

S.No. Description Unit Quantity Rate Amount 1 Clearing and grubbing 100 sft 1700 38 64600

Natural ground compaction including ploughing, mixing with 2 grader blade, disk harrower or other suitable equipment & 100 sft 2200 48 105600 compaction by mechanical means etc. 90% dry density. Earth work in all type except rock and embankment including ploughing and mixing with grader blades, disk harrower or 3 other suitable equipment and compaction by mechanical 1000 cft 330 3125.87 1031537 means upto required levels & grades etc 90% Dry density lead upto 5-Km complete in all respects. Earth work in all type except rock and embankment including ploughing and mixing with grader blades, disk harrower or 4 other suitable equipment and compaction by mechanical 1000 cft 220 3180.52 699714 means upto required levels & grades etc 95% Dry density lead upto 5-Km complete in all respects. Providing and laying road edging of brick on end 3" width and 5 Rft 10000 11.35 113500 9" deep complete in all respects. Providing and laying sub base course of stone product of approved quality and grade including placing, mixing spreading 6 and compaction of sub base material to required depth, 100 cft 850 2506.95 2130908 camber, grade to achiever 100% maximum modified AASHTO dry density, Providing and laying base course of crushed stone aggregate of approved quality and grade, and supply and spreading of stone screen including placing mixing spreading and 7 100 Cft 850 3035.87 2580490 compaction of base course material to required depth, camber and grade to achieve 100% maximum modified AASHTO dry density. Providing and laying bituminous priming coat, using 10 lbs. Kerosene oil and 10 lbs. binder per 100 Sft. Or 0.5 kg 8 100 Sft 1700 328.00 557600 kerosene and 0.5 binder per square metre. i/c brooming and cleaning of base course. Providing and lying plant premixed bituminous carpet i/c 9 compaction and finishing to required camber, grade and 100 ft 1700 4695.15 7981755 density (3" thick) i) 5.5% Bitumen

10 Construction of foot path 5" width complete in all respect A/A Rft 6400 650.00 4160000

11 Construction of Culverts 1.75' X 2' Rft 132 3000.00 396000 Construction of gully gratings of 2' x 1.5' section as per 12 Each 12 7000.00 84000 drawing, complete in all respects Total 19905704

Say 19.90 Million

Page 1 of 7 Annexure-H

B. Old Lorry Adda Road

S.No. Description Unit Quantity Rate Amount 1 Clearing and grubbing 100 sft 720 38 27360

Natural ground compaction including ploughing, mixing with 2 grader blade, disk harrower or other suitable equipment & 100 sft 720 48 34560 compaction by mechanical means etc. 90% dry density. Earth work in all type except rock and embankment including ploughing and mixing with grader blades, disk harrower or 3 other suitable equipment and compaction by mechanical 1000 cft 116 3125.87 362601 means upto required levels & grades etc 90% Dry density lead upto 5-Km complete in all respects. Earth work in all type except rock and embankment including ploughing and mixing with grader blades, disk harrower or 4 other suitable equipment and compaction by mechanical 1000 cft 72 3180.52 228997 means upto required levels & grades etc 95% Dry density lead upto 5-Km complete in all respects. Providing and laying road edging of brick on end 3" width and 5 Rft 3600 11.35 40860 9" deep complete in all respects. Providing and laying sub base course of stone product of approved quality and grade including placing, mixing spreading 6 and compaction of sub base material to required depth, 100 cft 270 2506.95 676876.5 camber, grade to achiever 100% maximum modified AASHTO dry density, Providing and laying base course of crushed stone aggregate of approved quality and grade, and supply and spreading of stone screen including placing mixing spreading and 7 100 Cft 270 3035.87 819685 compaction of base course material to required depth, camber and grade to achieve 100% maximum modified AASHTO dry density. Providing and laying bituminous priming coat, using 10 lbs. Kerosene oil and 10 lbs. binder per 100 Sft. Or 0.5 kg 8 100 Sft 540 328.00 177120 kerosene and 0.5 binder per square metre. i/c brooming and cleaning of base course. Providing and lying plant premixed bituminous carpet i/c 9 compaction and finishing to required camber, grade and 100 ft 540 4695.15 2535381 density (3" thick) i) 5.5% Bitumen

10 Construction of foot path 5" width complete in all respect A/A Rft 3600 650.00 2340000

11 Construction of Culverts 1.75' X 2' Rft 80 3000.00 240000 Construction of gully gratings of 2' x 1.5' section as per 12 Each 12 7000.00 84000 drawing, complete in all respects Total 7567441

Say 7.57 Million

Page 2 of 7 Annexure-H

C. Bhir Road

S.No. Description Unit Quantity Rate Amount 1 Clearing and grubbing 100 sft 1140 38 43320 Natural ground compaction including ploughing, mixing with 2 grader blade, disk harrower or other suitable equipment & 100 sft 1140 48 54720 compaction by mechanical means etc. 90% dry density. Earth work in all type except rock and embankment including ploughing and mixing with grader blades, disk harrower or 3 other suitable equipment and compaction by mechanical 1000 cft 153 3125.87 478258 means upto required levels & grades etc 90% Dry density lead upto 5-Km complete in all respects. Earth work in all type except rock and embankment including ploughing and mixing with grader blades, disk harrower or 4 other suitable equipment and compaction by mechanical 1000 cft 120 3180.52 381662 means upto required levels & grades etc 95% Dry density lead upto 5-Km complete in all respects. Providing and laying road edging of brick on end 3" width and 5 Rft 6000 11.35 68100 9" deep complete in all respects. Providing and laying sub base course of stone product of approved quality and grade including placing, mixing spreading 6 and compaction of sub base material to required depth, 100 cft 240 2506.95 601668 camber, grade to achiever 100% maximum modified AASHTO dry density, Providing and laying base course of crushed stone aggregate of approved quality and grade, and supply and spreading of stone screen including placing mixing spreading and 7 100 Cft 240 3035.87 728609 compaction of base course material to required depth, camber and grade to achieve 100% maximum modified AASHTO dry density. Providing and laying bituminous priming coat, using 10 lbs. Kerosene oil and 10 lbs. binder per 100 Sft. Or 0.5 kg 8 100 Sft 480 328.00 157440 kerosene and 0.5 binder per square metre. i/c brooming and cleaning of base course. Providing and lying plant premixed bituminous carpet i/c 9 compaction and finishing to required camber, grade and 100 ft 480 4695.15 2253672 density (3" thick) i) 5.5% Bitumen

10 Construction of foot path 5" width complete in all respect A/A Rft 6000 650.00 3900000

11 Construction of Culverts 1.75' X 2' Rft 96 3000.00 288000 Construction of reataining wall 500' in length as per drawing i)Excavation in foundation of building, bridges and other structure, including dagbelling, dressing, refilling around %o Cft 6.75 1425.60 9623 structure with excavated earth, watering and ramming lead upto one chain (30m) and lift up to 5 ft (in ordinary soil) 12 ii)Cement concrete plain including placing, compacting,finishing and curing complete, including washing % Cft 45 6962.50 313313 and screening of stone aggregate (1:4:8) using S.R cement iii)Pacca brick work other than building upto 10 ft height, % Cft 145 6807.60 987102 cement sand mortar ratio 1:5, using S.R.cement iv)Cement Plaster (1:3) up to 20 ft height and 1/2" thick using % Cft 90 711.35 64022 S.R cement Total 10329508 Say 10.33 Million

Page 3 of 7 Annexure-H

D. Madrissa Islamia Road

S.No. Description Unit Quantity Rate Amount 1 Clearing and grubbing 100 sft 374 38 14212

Natural ground compaction including ploughing, mixing with 2 grader blade, disk harrower or other suitable equipment & 100 sft 374 48 17952 compaction by mechanical means etc. 90% dry density. Earth work in all type except rock and embankment including ploughing and mixing with grader blades, disk harrower or 3 other suitable equipment and compaction by mechanical 1000 cft 71.54 3125.87 223625 means upto required levels & grades etc 90% Dry density lead upto 5-Km complete in all respects. Earth work in all type except rock and embankment including ploughing and mixing with grader blades, disk harrower or 4 other suitable equipment and compaction by mechanical 1000 cft 32.6 3180.52 103685 means upto required levels & grades etc 95% Dry density lead upto 5-Km complete in all respects. Providing and laying road edging of brick on end 3" width and 5 Rft 2200 11.35 24970 9" deep complete in all respects. Providing and laying sub base course of stone product of approved quality and grade including placing, mixing spreading 6 and compaction of sub base material to required depth, 100 cft 90.75 2506.95 227506 camber, grade to achiever 100% maximum modified AASHTO dry density, Providing and laying base course of crushed stone aggregate of approved quality and grade, and supply and spreading of stone screen including placing mixing spreading and 7 100 Cft 90.75 3035.87 275505 compaction of base course material to required depth, camber and grade to achieve 100% maximum modified AASHTO dry density. Providing and laying bituminous priming coat, using 10 lbs. Kerosene oil and 10 lbs. binder per 100 Sft. Or 0.5 kg 8 100 Sft 181.5 328.00 59532 kerosene and 0.5 binder per square metre. i/c brooming and cleaning of base course. Providing and lying plant premixed bituminous carpet i/c 9 compaction and finishing to required camber, grade and 100 ft 181.5 4695.15 852170 density (3" thick) i) 5.5% Bitumen 10 Construction of Culverts 1.75' X 2' Rft 40 3000.00 120000 Construction of gully gratings of 2' x 1.5' section as per 11 Each 5 7000.00 35000 drawing, complete in all respects Total 1954156

Say 1.95 Million

Page 4 of 7 Annexure-H

E. Shahid Shaheed Road

S.No. Description Unit Quantity Rate Amount Providing and laying road edging of brick on end 3" width and 1 Rft 4450 11.35 50508 9" deep complete in all respects. Providing and laying sub base course of stone product of approved quality and grade including placing, mixing spreading 2 and compaction of sub base material to required depth, 100 cft 222.5 2506.95 557796 camber, grade to achiever 100% maximum modified AASHTO dry density, Providing and laying base course of crushed stone aggregate of approved quality and grade, and supply and spreading of stone screen including placing mixing spreading and 3 100 Cft 222.5 3035.87 675481 compaction of base course material to required depth, camber and grade to achieve 100% maximum modified AASHTO dry density. Providing and laying bituminous priming coat, using 10 lbs. Kerosene oil and 10 lbs. binder per 100 Sft. Or 0.5 kg 4 100 Sft 445 328.00 145960 kerosene and 0.5 binder per square metre. i/c brooming and cleaning of base course. Providing and lying plant premixed bituminous carpet i/c 5 compaction and finishing to required camber, grade and 100 ft 445 4695.15 2089342 density (3" thick) i) 5.5% Bitumen

6 Construction of foot path 5" width complete in all respect A/A Rft 4050 650.00 2632500

Construction of gully gratings of 2' x 1.5' section as per 7 Each 12 7000.00 84000 drawing, complete in all respects Total 6235587

Say 6.24 Million

Page 5 of 7 Annexure-H F. Turf Tiles in Main Bazar

S.No. Description Unit Quantity Rate Amount Earthwork excavation in open cutting upto 5'-0" (1.5 m) depth for storm water channels, drains, sullage drains in open areas, roads, streets, lanes, including under pinning of walls and shoring to protect existing works, shuttering and timbering the trenches, dressed to designed level and dimensions, trimming, 1 1000 Cft 28 1225.45 34312.6 removal of surface water from trenches, back filling and surplus excavated material disposed of and dressed within 50 ft. (15 m) lead:- i) ordinary

Providing and laying R.C.C. pipe sewers, moulded with cement concrete 1:1½:3 conforming to ASTM Specification C-76-79, Class II. Wall B, including carriage of pipe from factory to site 2 of work, lowering in trenches to correct alignment and grade, Rft 2100 184.45 387345 jointing with rubber ring cutting pipes where necessary, testing, etc., complete Construction of manholes 4' dia as per PHED specifications 3 complete in all repects i/c man hole covers Each 30 12000 360000

Construction of gully gratings of 2' x 1.5' section as per 4 Each 60 7000 420000 drawing, complete in all respects Filling , watering and ramming earth under floors with new 5 1000 cft 44.63 3028.42 135158 earth excavated from out side, lead up to 5 Km. Cement concrete brick or stone ballast 1.5" to 2" gauge in 6 100 cft 120.75 5345.55 645475 foundation and plinth, ratio 1:4:8 Providing and laying Coloured cement tiles (8"x8"x3/4") 7 approved dark shade laid flat in 1:2 cement sand mortar over 100 sft 525 3125.87 1641082 3/4" bedding mortar of 1:2 Constructing Punjab Standard Drains. of cement concrete 1:2 ½ :5, with cement concrete bedding ratio 1:6:12, complete, laid to lines, grades, slopes and shapes, rendering exposed surface of concrete with 1:1 cement, sand mortar, ¼" (6 mm) 8 Rft 4200 43.15 181230 thick, as per Engineer's drawing (excluding excavation):- a) Type I

Tega formed of pacca bricks on end, laid in and over cement sand mortar projecting to a height of not more than 6" (150 mm) top of drain along the property side where required, laid to lines, grades, slopes and shape according to the Engineer's 9 100 Rft 42 1984.7 83357 drawing:- B) 4½" thick (113 mm) ii) ratio 1:5

Pacca brick on edge, laid in reimbursement, in cement, sand mortar, on sides of drains and in other works where required. 10 All joints to be completely filled and struck flush:- 100 Sft 32 2893.45 92590 b) ratio 1:5

Total 2602945

Say 2.6 Million

Page 6 of 7 Annexure-H

ESTIMATE FOR STREET LIGHTING TMA SHORKOT

Sr. # Item of Work Unit Qty Rate Amount A DISTRIBUTION EQUIPMENT Providing and errection of tublar poles 30 ft high (telescoped) 1 Nos 70 20000 1400000 i/c painting in silver anti rust paint 6" x 4" x 3" size 2 providing and stringing ANT- conductor RFT 29000 20 580000 3 Providing & erection 2-core cable 710.044 RFT 1900 26 49400 Providing & fixing bracket insulators with clamps and bolts on 4 Nos 150 200 30000 tublar poles 5 Providing earthing of tublar poles as per standard specification Nos 74 1500 111000 6 Construction of PCC 1:2:4 foundation of tublar poles Nos 74 3000 222000 Sub Total (A) 2392400 B LIGHTS 1 Providing and erecting sodium lights with cover Nos 101 6800 686800 Providing and erecting sodium light brackets to be fixed on 2 Nos 101 2000 202000 tublar poles 3 Providing and erecting tubelights with patti complete Nos 9 600 5400 4 Providing and erecting tubelight brackets and fixing on poles Nos 9 2000 18000 Sub Total (B) 912200 C POWER SUPPLY 1 Providing and erecting 25-KVA transformer with plateform Nos 3 110000 330000 2 Supply and erection of energy meters Nos 4 16000 64000 Supply and erection of 3 phase circuit brakers with board and 3 Nos 4 6000 24000 mounting Sub Total (C) 418000 D TOOL & PLANTS FOR MAINTENANCE Supply of equipment 1 Folding stair Nos 2 25000 50000 2 Safety belt Nos 5 2000 10000 3 Rubber gloves Nos 10 1000 10000 4 Tool kit Nos 2 2000 4000 5 Search lights Nos 2 2000 4000 6 Avo meters Nos 2 1500 3000 7 Tong tester Nos 2 1500 3000 8 Rolling plateform 20 ft high Nos 1 40000 40000 Sub Total (D) 124000 Grand Total 3846600

Say 3.84 Million

Page 7 of 7 ESTIMATE FOR CONSTRUCTION OF ROADS TMA SHORKOT FOOT PATH

S.No. Description Unit Rate Quantity Amount Excavation in foundation of building, bridges and other structure, including dagbelling, dressing, refilling around 1 structure with excavated earth, watering %o Cft 1425.60 0.275 392.04 and ramming lead upto one chain (30m) and lift up to 5 ft (in ordinary soil)(100x5.5x0.6=275) Cement concrete plain including placing, compacting,finishing and curing complete, 2 including washing and screening of stone % Cft 6962.50 1.82 12671.75 aggregate (1:4:8) using S.R cement (100x5.5x0.33 = 182) Pacca brick work other than building upto 10 ft height, cement sand mortar ratio 1:5, 3 % Cft 6807.60 4.22 28728.07 using S.R.cement (2x100x1.125x1.875 = 422) Providing and laying sand filling floor i/c 4 % Cft 650.00 4.13 2684.50 watering ramming etc (100x2.75x1.5 = 413) Cement concrete brick or stone ballast 1.5" 5 to 2" gauge in foundation and plinth, ratio % Cft 5345.55 0.91 4864.45 1:4:8 (100x2.75x0.33 = 91) Providing and laying Coloured cement tiles (8"x8"x3/4") approved dark shade laid flat 6 % Sft 3125.87 5 15629.35 in 1:2 cement sand mortar over 3/4" bedding mortar of 1:2 (100x5 = 500) Total per 100 Rft 64970.16 Total per Rft 649.70 Say 650

FOOT PATH

S.No. Description Unit Quantity Rate Amount 1 Excavation of foundation 2 Providing and lay 1:6:12 in foundation Pacca Brick Work 1:3 Cement sand morter 3 1:3 in foundation and Plinth. 4 Providing and laying sand filling floor 5 Providing nd laying brick work stone Providing and laying Tuff Tile complete in 6 all respect 7

DRAIN 1

S.No. Description Unit Quantity Rate Amount 1 Excavation of foundation 2 P.C.C (1:6:12) 3 Pacca Brick Work (1:3) F&P Pacca Brick Work (1:3) laid in 4 reimbursement Construction of Punjab Standard Drain 5 type 1 Complete 6 7