field appraisal report tma mailsi
TRANSCRIPT
FIELD APPRAISAL REPORT TMA MAILSI
Prepared by; Punjab Municipal Development Fund Company
Table of Contents
1 INSTITUTIONAL DEVELOPMENT...................................................................1
1.1. BACKGROUND ...........................................................................................1 1.2. METHODOLOGY ........................................................................................1 1.3. DISTRICT PROFILE ....................................................................................1
1.3.1. History....................................................................................................1 1.3.2. Location .................................................................................................1 1.3.3. Area/Demography..................................................................................1
1.4. TMA/TOWN PROFILE ................................................................................2 1.4.1. Location .................................................................................................2 1.4.2. History....................................................................................................2 1.4.3. Area/Demography..................................................................................2
1.5. TMA STAFF PROFILE ................................................................................3 1.6. INSTITUTIONAL ASSESSMENT...............................................................4
1.6.1. TMO Office ...........................................................................................4 1.6.2. Complaint Register ................................................................................4 1.6.3. Dissemination of Information ................................................................4 1.6.4. Guidance Centre for CCBs ....................................................................5 1.6.5. Community-Driven Development .........................................................6 1.6.6. Trainings ................................................................................................6
1.7. TOWN PLANNING ......................................................................................7 1.8. REGULATION............................................................................................10
1.8.1. Fees ......................................................................................................11 1.9. TO (I&S)......................................................................................................11 1.10. TMA Finances .........................................................................................13 1.11. Recommendations....................................................................................14 2. FIELD APPRAISAL REPORT FOR EXTENSION/ IMPROVEMENT OF
WATER SUPPLY SCHEME MAILSI .....................................................15 2.1 SUB SOIL AND GROUND WATER CONDITIONS ...............................15 2.2 RATIONALE OF THE SUB PROJECT .....................................................15
2.2.1 Existing Source of Water Supply.........................................................15 2.2.2 Main Components of the Existing System...........................................16 2.2.3 Water Service Area ..............................................................................17 2.2.4 Present Production Capacity & Actual Production..............................17 2.2.5 Water Shortage & Per Capita Supply in Served Area .........................17 2.2.6 Un-Served Areas..................................................................................17 2.2.7 Chlorination .........................................................................................18 2.2.8 Water Quality.......................................................................................18 2.2.9 Consumer Data & revenue Generation ................................................18 2.2.10 Operation & Maintenance charges.......................................................19
2.3 NEEDS.........................................................................................................19 2.4 PROBLEMS ................................................................................................19 2.5 IMPROVEMENT REQUIRED WITH JUSTIFICATION .........................20
2.5.1 Improvements Required.......................................................................20 2.5.2 Justification..........................................................................................20
2.6 THE SUB PROJECT ...................................................................................20 2.6.1 The water supply to this town will be improved and extended by:-....20
2.6.2 Proposed Design ..................................................................................21
2.6.3 Site Suitability......................................................................................25 2.6.4 Implementation Period.........................................................................25 2.6.5 Proposed Detailed Design & Construction Supervision......................25 2.6.6 Proposed Plan for Design and Construction ........................................25 2.6.7 Operation and Maintenance Implications ............................................25 2.6.8 Environmental & Social Issues............................................................26
2.7 SUB-PROJECT COST ................................................................................26 2.8 RECOMMENDATIONS.............................................................................27
3. FIELD APPRAISAL REPORT FOR SOLID WASTE MANAGEMENT OF MAILSI TOWN...........................................................................................................28
3.1.............................................................................................................................28 3.2 RATIONALE OF THE SUB PROJECT .....................................................28
3.2.1 Existing System ...................................................................................28 3.2.2 Available Equipments..........................................................................29 3.2.3 Existing Establishment.........................................................................29 3.2.4 Present Annual Expenditure (year 2004-2005)....................................29 3.2.5 Existing Collection Points ...................................................................29 3.2.6 Existing Land fill Sites.........................................................................30
3.3 Existing Service Level ................................................................................31 3.3.1 Served Areas ........................................................................................31 3.3.2 Poorly Served Areas ............................................................................32 3.3.3 Un-Served Areas..................................................................................32
3.4 NEEDS.........................................................................................................32 3.5 PROBLEMS ................................................................................................33 3.5.1 Equipment ................................................................................................33 3.5.2 Manpower Constraints .............................................................................33 3.5.3 Funding Constraints .................................................................................33 3.6 IMPROVEMENT REQUIRED WITH JUSTIFICATION .........................33 3.6.1 Equipment Requirements.........................................................................33 3.6.2 Improvement in Management ..................................................................34 3.6.3 Land Fill Sites ..........................................................................................34 3.7 THE SUB PROJECT ...................................................................................34 3.7.1 Description...............................................................................................34 3.7.2 Design of the Sub Project ........................................................................34 3.7.3 Proposed Solid Waste Management System............................................34 3.7.3.1 Street Wastes Management......................................................................35 3.7.3.2 Resource Recovery ..................................................................................36 3.7.3.3 Litter Bins ................................................................................................36 3.7.3.4 Handling of Special Waste.......................................................................36 3.7.4 Collection Point .......................................................................................37 3.8 ULTIMATE DISPOSAL.............................................................................38 3.8.1 Composting ..............................................................................................38 3.8.2 Incineration ..............................................................................................38 3.8.3 Sanitary Land filling ................................................................................38 3.8.4 Recommended Method ............................................................................39 3.8.5 Facilities at the land fill Site ....................................................................39 3.8.6 Specifications for land filling...................................................................39 3.8.7 Pollution prevention.................................................................................40 3.8.8 Selection Criteria for Landfill Sites .........................................................40
3.8.9 Depth of Landfill......................................................................................40
3.8.10 Plantation at Landfill Site ........................................................................40 3.8.11 Monitoring and Inspection.......................................................................40 3.9 ASSUMED PARAMETERS.......................................................................41
3.9.1 Population Growth ...............................................................................41 3.9.2 Solid Waste Generation .......................................................................41 3.9.3 Collection.............................................................................................41 3.9.4 Disposal................................................................................................41 3.9.5 Composting ..........................................................................................41 3.9.6 Land fills ..............................................................................................41 3.9.7 Volume of Solid Waste generated and land requirement for Sanitary Landfill 42 3.9.8 Volume of Solid Waste generated and Equipment Requirement for Collection.............................................................................................................43 3.9.9 YEAR WISE VEHICLES AND EQUIPMENT TOTAL REQUIREMENTS...............................................................................................44
3.10 EXISTING POSITION OF SOLID WASTE MANAGEMENT STATISTICS ...........................................................................................................45
3.10.1 Solid Waste Collected – Efficiency .....................................................45 3.10.3 Cost of SWM per Person .....................................................................45 3.10.3 Present Resources for Solid Waste Management ................................45
3.11 REQUIREMENT OF ESTABLISHMENT.................................................46 3.12 SCOPE OF WORK......................................................................................46
3.13.2 Requirements of the sub project ..........................................................46 3.12.2 Vehicles & Equipment.........................................................................46 3.12.3 Construction of Civil Structure............................................................46 3.12.4 Land Fill...............................................................................................47
3.13 SITE SUITABILITY ...................................................................................47 3.13.2 Site for Collection Point.......................................................................47 3.13.2 Site for Land Fills ................................................................................47
3.14 IMPLEMENTATION PERIOD ..................................................................48 3.15 PROPOSED DETAILED DESIGN AND CONSTRUCTION ARRANGEMENTS.................................................................................................48 3.16 PROPOSED PLAN FOR DESIGN AND CONSTRUCTION....................48 3.17 OPERATION AND MAINTENANCE.......................................................48 3.18 INITIAL ENVIRONMENTAL AND SOCIAL ASSESSMENT................49 3.19 LEVYING OF USER CHARGES...............................................................49 3.20 LAND ACQUISITION................................................................................49 3.21 THE SUB PROJECT COST........................................................................49 3.22 SOCIAL BENEFITS ...................................................................................49 3.23 RECOMMENDATIONS.............................................................................50
ANNEXURES:- Annexure-A Location map Annexure-B Chemical analysis of water samples
Annexure C-I, C-II The activities of implementation of the sub project
Annexure-D The O&M cost after completion of the project and
revenue generation
Annexure-E. The proforma for social and environmental issues
Annexure-F The approximate cost of sub-project Annexure-G Lengths of pipelines
for calculating the indication cost Annexure-H The location of land fill sites Annexure-I Activities of implementation Annexure-J The O&M charges Annexure-K Proforma - Social & Environmental Annexure-L Performa - Land acquisition
Annexure-M Consultancy charges for design and supervision of
the sub project
1 INSTITUTIONAL DEVELOPMENT 1.1. BACKGROUND TMA Mailsi has applied for funding from PMDFC for water supply and solid waste management sub-projects. After initial desk appraisal, PMDFC field team visited the TMA for assessing its institutional and engineering capacity. 1.2. METHODOLOGY Appraisal is based on interviews with TMA staff, open-ended and close-ended questionnaires and agency record. Debriefing sessions and discussions were held with Tehsil Nazim, TMO, TOs and other TMA staff. 1.3. DISTRICT PROFILE
1.3.1. History Vehari is a relatively new district. It was created in June 1976. Previously it used to be a Tehsil of Multan district. Since Multan was a large district in terms of area, it was difficult to administer it. Therefore, Vehari was separated from Multan district and raised to the status of a separate district. Literally Vehari means low lying riverine settlement. It is situated on the right bank of river Sutlej, in the heart of Nili Bar, the bluish tinge of the water of the Sutlej. The construction of Pakpattan Canal from Sulemanki Head Works on the Sutlej and the launching of Nili Bar colony project in 1925; considerably added to the population of the district. The ancient history of the area is not well recorded except for the fact that this riverine tract formed the state of Fatehpur during the time of the Mughal King, Akbar, the Great. It was ruled by Fateh Khan of Joya family who founded and gave his name to the town of Fatehpur. Fatehpur still exists at a distance of 15 Kilometres to the south of Mailsi. Some remains of archaeological value are found in this town.
1.3.2. Location
The district borders Bahawalnagar and Bahawalpur on the South, Sahiwal and Khanewal on the North, Pakpattan on the East, and Khanewal and Lodhran on the West.
1.3.3. Area/Demography The district covers a total area of 4,364 square kilometres. Its population is 2,090,416 as per DCR 1998. It has three Tehsils/TMAs.
3. Vehari 4. Burewala
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5. Mailsi
The demographic details of the district are as under:
Population 1998
Tehsil Area (sq.km.) Both
sexes Male Female Sex ratio
Population density/sq.
km.
Urban proportion
Avg. HH size
Population 1981
1981-98 Avg.
annual growth
rate (%)
Vehari 1,430 654,955 339,996 314,959 107.9 458.0 14.4 6.8 413,446 2.74
Burewala 1,295 730,583 378,128 352,456 107.3 564.2 20.8 7.0 473,006 2.59
Mailsi 1,639 704,878 365,689 339,189 107.8 430.1 12.6 7.0 442,356 2.78
Source: District Census Report 1998, Population Census Organization, Statistics Division Government of Pakistan, Islamabad 1.4. TMA/TOWN PROFILE
1.4.1. Location
Mailsi is located at 35 km from Vehari. It can also be accessed from Lahore-Multan highway. It is located on the right bank of river Sutlej. It is at a distance of 90 KM from Multan, on its south-east, and connected to it by metalled road, off-taking at Tibba Sultan Pur on main Multan-Vehari Road. Lodhran-Vehari Section of Pakistan Railways passes through Mailsi. Location map is attached at Annexure-A.
1.4.2. History
3.10.2 Mailsi was raised to the status of Municipal Committee in the year 1952. After the implementation of Punjab Local Government Ordinance 2001, it attained the present status of TMA.
3.10.2 Populated area in ancient times was restricted to the banks of the river Sutlej. Areas to the east of riverine tract were inhabited by two ethnic groups namely Arain from Lahore and Khichhis from Bakaner, the earliest settlers of the town. They are still the most dominant segment of the town’s population.
1.4.3. Area/Demography
TMA Mailsi spreads over an area of 1,639 square kilometres with a population of 704,878(as per DCR 1998). It comprises 31 Union Councils and 4 CO units. The detail of CO Units is as follows:
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Population 1998 CO Units
Both sexes Male Female Population 1981
1981-98 Avg. annual growth rate
(%)
Avg. HH size
Mailsi (Headquarter) 55,434 28,747 26,687 33,652 2.30 7.6
Population 1998 CO Units
Both sexes Male Female Population 1981
1981-98 Avg. annual growth rate
(%)
Avg. HH size
Jalla Jeem 12,310 6,318 5,992 - - 7.2
Tibba Sultanpur 11,298 5,821 5,477 7,564 2.39 7.4
Karampur 9,950 5,121 4,829 - - 7.2
Source: District Census Report 1998, Population Census Organization, Statistics Division Government of Pakistan, Islamabad
1.5. TMA STAFF PROFILE
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Sr. # Name Designation Date of
Joining TMAService Cadre Qualification Experience
(years)
1 Ch. Muhammad Ashraf TMO 23.05.2005 LCS B.Sc. (Eng) 17
2 Qasim Naqvi TO (I&S) 07.12.2005 LGRDD B.Sc. (Eng) 21
Sr. # Name Designation Date of
Joining TMAService Cadre Qualification Experience
(years)
3 Vacant TO (P) Charge with TMO
4 Abdul Ghafoor TO (F) 02.11.2005 LCS
B.A. Certificate of Book Keeping & Accountancy
26
5. Ch. Abdul Ghani TO (R) 17.12.2005 LGRDD B.Sc. (Hons) 32
1.6. INSTITUTIONAL ASSESSMENT The ID team assessed the institutional capacity of TMA Mailsi for accomplishment of mandatory functions as per PLGO 2001 in general and of (I&S) office for execution of proposed water supply, solid waste management schemes in particular. The FAR includes the proposed performance improvement plan for each office based on the discussion with respective TMA staff.
1.6.1. TMO Office TMO is the focal person in the TMA. He is also the Principal Accounting officer. His responsibilities include coordination between all Tehsil offices and execution of sanctioned policies of the TMA. During the Field Appraisal, ID team discussed the following issues related to the office of TMO:
1.6.2. Complaint Register TMA maintains a complaint register to keep track of reported complaints. The record comprises written, telephonic and verbal complaints. The TMA staff reported that they get most of the complaints verbally and the same are entered in the complaint register later on. TMA has no complaint disposal reporting mechanism from TO to TMO, but TMO does regular inspection of the register. This inspection ensures early disposal of complaints.
1.6.3. Dissemination of Information
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TMA has made some rudimentary institutional arrangements for dissemination of information to the citizens. Information is shared at TMA office Notice Board and through the advertisements in the local and national newspapers. However, there is no website of TMA to display its achievements, goals, infrastructure development and public response or feedback. Like other TMAs, the prescribed reporting channels between the TMA and the Provincial Government as laid down in PLGO 2001 are not strictly adhered to. The Annual Budget is forwarded to the Provincial Government. Because of its inadequate institutional capacity, TMA needs monitoring by the Provincial Government. The monitoring system for Provincial Government under
PMSIP shall be of great help in this regard. TMA is planning to publish a monthly newsletter for the citizens to highlight its activities. .
1.6.4. Guidance Centre for CCBs TMA has established a guidance centre for formation and facilitation of CCBs. The centre has been recently formed with the assistance of the Devolution Trust for Community Empowerment (DTCE) an Istemabol-based trust. An office superintendent is the centre incharge. The following documents have been made available at the guidance centre: • Rules for CCB formation –Urdu version • Registration Forms • Prototype charter for CCB • PMDFC Booklet “ Sharakati Tarraqi Bazaria CCBs” / 103 FAQs Formation of the centre was duly announced through local and national newspapers. Main objectives of the centre and the services available were also highlighted. The guidance centre has planned to hold 35 meetings in total with members of all union councils. Six meetings have already been held in which people were briefed about formation and working of a CCB. However, no record of these meetings was available. TMA was requested for proper record keeping of the meetings and other activities of the centre. Arranging follow-up sessions of the meetings is an important element of centre’s working. TMO opined that awareness level of people regarding CCBs has considerably increased after the establishment of the centre. TMO highlighted the issues obstructing the quick registration of CCBs. He pointed out that Form IV (Project Proposal) for the registration of CCBs is in English which makes it difficult for common citizens to understand it properly. Hence, he recommended that an Urdu translation of the form may be made available. Secondly, he asked for more copies of booklet “Sharakati Tarraqi Bazaria CCBs” prepared by PMDFC. The structure of the centre is given below:
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Asim Saeed Manais Tehsil Nazim
Ch. Mohammad Ashraf Tehsil Municipal Officer
Incharge
Sayed Qasim Naqvi Tehsil Officer (I&S)
I.T. Specialist
Ijaz Ahmad Ch. Office Superintendent
Najeeb Aslam Training Coordinator
(Project Coordinator-LPP)
Naeem Haider Field Unit Incharge
Duniyapur
1.6.5. Community-Driven Development
• TMA has no record of NGOs working in the TMA. All data according to them is
with the District Social Welfare Department. The total number of registered CCBs of TMA Mailsi is 26 out of which only 8 CCBs have proposed eight development projects. These CCB projects have recently been approved by Tehsil Council. The details of year wise allocation of funds for CCBs in TMA Mailsi are given as:
Un-Spent Balance Sr.
No. Year
Allocation Expenditure
1. 2001-02 -
2. 2002-03 2,500,000 2,500,000/- (on non-CCB schemes)
----------
3. 2003-04 2,500,000 2,500,000/- (on non-CCB schemes) ----------
4. 2004-05 2,500,000 2,380,000/- (on non-CCB schemes) 1,200,000/-
5. 2005-06 3,000,000 ---------- 3,00,000/-
1.6.6. Trainings
On the request of TMA for basic computer training for its staff, PMDFC has agreed to fund computer training at the following training institute. This institute was visited by the ID team of PMDFC.
Name of the Institute: Government Institute of Commerce, Mailsi Institute’s Status: An affiliate of Technical Education and
Vocational Training Authority, Government of the Punjab (TEVTA)
Lab. Specifications: 25 P-III and P1V computers Qualification of Instructor: MCS Course Name: Basic Computer Training Course No. of proposed TMA trainees: 25
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A meeting with the proposed trainees was also held at the TMO office. They appreciated the IT capacity building initiative of PMDFC.
After in-depth discussions, the following Performance Improvement Plan is proposed for the office of TMO in TMA Mailsi. These interventions are envisioned for the first year and further capacity interventions would be initiated in the subsequent years provided the TMA qualifies for PMSIP funding in year two and onward.
PIP Tasks PMDFC Interventions Performance Indicators(i) Citizens’ complaint cell
setup and complaints tracking system started
• Provide standard design of the Complaint center.
• Provide Standard Operating Procedures (SOPs) for the Complaint center.
• Provide hands on training for the implementation of complaints center SOPs.
• Provide system for complaints tracking and analysis.
• Number of complaints tracked
• Number of complaints
disposed of as per SOPs.
(ii) TMA website developed
• Provide template for website design.
• Finance the cost of website development and initial hosting.
• Training of TMA staff for regular update of websites.
• Website contents are updated regularly.
• Number of citizens
accessing the website (per month)
(iii) Training needs assessment of TMA staff by TMO
• Formation of training calendar
• Make requisite arrangements for trainings.
• Number of TMA staff trained under each TO.
1.7. TOWN PLANNING The office of TO (P) is very crucial office in TMA setup. It has been allocated the following business:
1. Prepare spatial plans for the Tehsil/town in collaboration with Union Administrations including plans for land use and zoning;
2. Exercise control over land use, land sub-division, land development and
zoning by public and private sectors for any purpose including agriculture, industry, commerce, markets, shopping and other employment centres, residential, recreation, parks, entertainment, passenger and transport freight and transit stations;
3. Building control;
4. Execute and manage development plans;
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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.
PMDFC ID team met two staff members from TO (P) office namely Ghulam Murtaza, building inspector and Ghulam Shabbir, Junior clerk. TO (P) position is vacant and additional charge of the post is with the TMO. The TMO has good insight in planning, as he is also a planning graduate, and taking keen interest in improving things. ID team had thorough discussions with the TMO and his staff on the planning processes and activities in the TMA. The following Table compares the available posts and the filled posts in the office of TO (P). Table - Detail of Posts in the planning office (TMA-Mailsi) s/no Post Available Posts Status 1 TO(P) 1 Vacant 2 Sub-Engineer 1 Vacant 3 Building Inspector 1 Filled 4 Draftsman 1 Vacant 5 Tracer/surveyor 1 Vacant 6 Junior clerk/billing clerk 1 Filled 7 Driver 1 Vacant 8 Naib Qasid 1 Filled As evident from the above table, most of the important posts are lying vacant. Without sub-engineer and draftsman, building control and other development plans are suffering. All records are manually maintained and no analysis of data is performed. Status of maps in TMA There are no base maps available in TMA, nor do they have up-to-date utility maps. They have recently updated Tehsil map showing union councils. Mailsi city map is very old and needs updating but due to unavailability of relevant staff, this basic activity is being ignored. During the discussions it was revealed that the Planning office needs detailed information on the characteristics and requirements of all land uses, physical, spatial and economic activities that might guide the future shape of the city. But this requires up to date maps. Maps like land use and services are not available with the TMA and the one available is obsolete and outdated. PMDFC has started capacity building of TMA Mailsi in this regard with the procurement of GIS image of Mailsi. To date, vectorization of image has been completed and vectorized road and parcel maps have been printed out. Base maps of road network, water supply, SWM have been developed.
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Building Control
For building control activities residents submit requests with a plan and other requisite documents. Building inspector visits the site and checks if the plan is according to the site location. Building by-laws have been developed but not notified. There is a requirement that residents after completion of their buildings get a completion certificate from planning office, but it rarely occurs. There is s need of such mechanism that residents have to get the completion certificate. The records are manually maintained. Status of plans:
Plan formulation: Development plans are made without taking into account real data and actual needs. The absence of data reflects in uninformed prioritisation of plans. Moreover, ignorance of ground realities results in piecemeal development. Following is the plan status in TMA Mailsi. 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 One of the functions of TO (P) in PLGO is managing coordination activities and CCB schemes; liaison with neighbouring Tehsils and Union councils; support to Union councils. At the moment, progress in collection/analysis of data or coordination of in development activities in Tehsil is quite slow. ID team visited CO unit Karampur and found no institutional arrangements for discharge of responsibilities. After detailed discussions with TO (P) and his staff, the following Performance Improvement Plan is proposed for the office of TO (P) in TMA Mailsi. These interventions are envisioned for the first year and subsequent capacity interventions would be initiated in year II and onward, provided the TMAs qualifies for round two and onward for PMSIP funding.
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PIP Tasks PMDFC Interventions Performance Indicators
(i) Setting up of GIS, mapping of services and developing a database of services.
• PMDFC will arrange for
satellite images of the TMA. • PMDFC will develop
standard formats for services data collection.
• PMDFC will provide necessary training to TMA staff on mapping services on TMA maps.
• PMDFC will provide necessary training to TMAs for developing the services database.
• Basic maps prepared • Database of infrastructure
developed and thematic maps prepared.
(ii) Preparation of action plan
• PMDFC will arrange for data collection, analysis and prioritisation of development and capacity projects.
• Number of development / capacity projects executed out of prioritised list.
1.8. REGULATION The office of TO (R) is extremely crucial in TMA setup. It is mandated to regulate market & services; issue licences, permits, grant permissions & impose penalties for violation thereof; manage municipal lands, estates, properties, facilities, assets & enterprises vested in TMA. It is also responsible for enforcement of municipal laws, rules and by-laws governing the functioning of TMA. Prevention of encroachments on public lands and places; prosecution and follow up of criminal, civil and recovery proceedings and regulation of affixing of signboards and advertisements are some other important functions of TO(R). TO(R) Mailsi, Abdul Ghani is an experienced official and is working hard to improve the working of Regulation Office. One of his achievements is enforcement of ticketing system for imposing fines. By amendment in PLGO in June, 2005 regulation staff was empowered to introduce ticketing system for specific municipal offences but very few TMAs are able to enforcement. TMA Mailsi has started ticketing from February 2006. There are two categories of tickets. First one has 38 items and is called Schedule VIII whereas second one has 4 items and is called Schedule IV. There is an incentive package in the ticketing system. Twenty-five percent of fine proceeds go to the collecting inspector; 25 % for regulation department maintenance and remaining 50 % receipts to TMA revenues. All the records in TO(R) office are manually maintained.
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Some of the receipts being managed by TO(R) are as under:
1.8.1. Fees Fees (2003-04) (2004-05) revised estimate Cattle Mandi 245,004 270,000 Licence 533,545 500,000 Slaughter House 115,609 200,000 Lorry Addah 304,162 300,000 Copying 11,605 12,000 Rent of shops 4,203,196 6,050,000 Tax 2003-04 2004-05 Advertisement 25,350 68,000 Entertainment 37,150 35,000 Vehicle 104,940 161,000 In consultation with TO (R) and his staff, the following Performance Improvement Plan is proposed for the office of TO (Regulation) in TMA Mailsi. These interventions are envisioned for the first year and further capacity interventions would be initiated in subsequent year, subject to the continual eligibility of the TMA for PMSIP funding.
PIP Tasks PMDFC Interventions Performance IndicatorsDevelopment of data base of:
• legal cases for proper monitoring
• advertisement and signboards • Licenses and permits • Municipal estates and
properties
PMDFC to provide software / hardware for building up data base.
• %age reduction in pendency in legal cases compared with last FY.
• %age increase in revenue compared with last FY.
1.9. TO (I&S)
Infrastructure & Services office is the backbone of Tehsil Municipal Administration. It is responsible for provision, management, operation, maintenance and improvement of the municipal infrastructure. In TMA Mailsi, TO (I&S) is a civil engineer. The appraisal brought out that there is a shortage of technical equipments like surveying equipments, lab testing equipments, etc. Neither any progress reports are documented nor any database of infrastructure or contractors is prepared. There seems to be no effective coordination between TO (I&S) and TO (P) offices. During discussions, it was revealed that most of the I&S staff were willing to receive trainings on computer applications, use of modern technical equipments, preparation of project documents (designs & estimates) and operations & maintenance . All the records of the office of TO(R) are manually maintained.
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After detailed discussion with TO (I&S), the following Performance Improvement Plan is proposed. These interventions are envisioned for the first year and further capacity interventions would be initiated in subsequent year, provided the TMA stays eligible for PMSIP funding in the next round and onward.
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P I P T a s k s P M D F C I n t e r v e n t i o n s Performance Indicators(iii) Development of skills
in preparation of PC-I to PC-V.
• PMDFC to arrange training sessions to train TMA staff for the preparation of PC-I to PC-V.
• PMDFC to review the PC-I to –PC-V prepared by TMAs.
• Number of PC-I to PC-V designed and got approved from the competent forum.
(iv) Development of database of municipal services.
• PMDFC to help develop data collection. • PMDFC to provide standard template in
for data analysis and periodic data updates.
• PMDFC to provide necessary training for data collection and periodic data update.
• Number of municipal services for which database is developed.
1.10. TMA Finances TO (F) is a BPS 17 officer from Local Council Service. He has an overall experience of 26 years. He holds bachelors degree in commerce and is accountant by profession. TMA is currently maintaining its books of account manually. There is a scope for computerized accounting software which will enhance the working capacity of TMA.TO (F) office is currently maintaining its budget in MS Word which causes discrepancies in the figures. If the staff is properly trained in MS Excel errors in the budget would be reduced and accuracy in the budget figures would also improve. The following table summarizes the receipts and expenditure of TMA:
Rs. In millions Source 2002-03 2003-04 2004-05 2005-06
(Projections) Taxes 11,798,100 5,216,410 4,865,595 12,043,458Fee 3,595,078 2,188,822 2,424,041 2,511,864Rents & Rates 4,749,153 5,160,019 5,193,948 4,999,253Other Income 3,268,751 5,574,827 8,852,308 1,504,526Sub-total 23,411,082 18,140,078 21,335,892 21,059,101Non-Development Grants 14,867,000 14,157,000 16,879,000 16,330,500Development Grants 20,793,333 19,679,000 21,468,000 23,616,000Sub-total 35,660,333 33,836,000 38,347,000 39,946,500Total 59,071,415 51,976,078 59,682,892 61,005,601Expenditure Establishment 17,606,111 19,164,883 21,634,610 24,093,893Charged Expenditure 107,961 62,633 57,308 46,169Water supply O&M cost 2,027,394 2,595,894 2,199,682 2,037,087Street Light 931,782 1,621,994 2,029,894 2,200,577Other contingencies expenditure
5,952,485 364,0242 4,440,734 5,441,897
Sub-total 26,625,733 27,085,646 30,362,228 33,819,623Development Expenditure 5,219,700 35,875,800 41,348,200 28,734,700Sub-total 19,231,100 20,812,300 24,799,350 19,848,400Total 45,856,582 47,897,946 55,161,578 53,668,023 The above figures show consistent increase in TMA revenues over the years. The TMA own source revenues show decrease in taxes during 2003-04 & 2004-05, whereas, government grants show regular increase. The non-development expenditure show substantial increase in establishment expenditure. However, this is not a positive sign since TMA own source revenue has not increased in the same ratio. The above table shows TMA’s development expenditure are stable over the years. The following shows the ratio of own source revenue and govt. grants to total revenue:
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Source 2004-05 % 2005-06 % Own Source Revenue
21,335,892 36% 21,059,101 35%
Govt. Grants 38,347,000 64% 39,930,500 65% Total 59,682,892 60,989,601
The above analysis compares the ratio of own source revenue to govt. grants from 2004-05 and 2005-06. The own source revenue has decreased by 1% from previous year, while the govt. grant increased by 1%. The following table shows the ratio of non-development and development expenditure to total expenditure:
Expenditure 2004-05 % 2005-06 % Non-Development Expenditure
30,362,228 42% 33,820,622 54%
Development Expenditure
41,348.200 58% 28,734,700 46%
71,710,428 62,554,323 The above analysis shows the decrease in development expenditure to total expenditure during the current year, which is not a healthy sign. It means that TMA is unable to curtail its non-development expenditures, as it is increasing over the year. But the trend shows that TMA has adequate funds for development that can be utilized as PMSIP contribution for development sub-projects. 1.11. Recommendations The PMDFC can intervene in following areas to assist TMA:
1. Training for TMA staff in finance, accounts, budget and IT. 2. Developing computerized accounting system for TO (F). 3. Assist in reconciling WAPDA dues with deductions by Provincial
Government form UIPT. 4. Conduct surveys to identify new sources of revenue and increase in existing
revenues. 5. Providing computers and peripherals for TO (F) office.
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6. Political and social awareness for revenue increase.
2. FIELD APPRAISAL REPORT FOR EXTENSION/ IMPROVEMENT OF WATER SUPPLY SCHEME MAILSI
This report provides an assessment of the present facilities of water supply system, problems and needs of the town, improvement required, site suitability, implementation period and its arrangements, preliminary design, environmental and social aspects, operation and maintenance aspects and sub project capital and maintenance cost.
In order to collect primary data on project features and existing facilities, PMDFC
team members visited the TMA Mailsi and had detailed discussions and site visits. It is concluded that the proposal of the sub project is justified. This will provide a basic urban service of water supply to the people of Mailsi Town at an affordable rate, reducing the water borne diseases and improving health standards.
2.1 SUB SOIL AND GROUND WATER CONDITIONS
Mailsi Town is situated on the right bank of Sutlej River which has a reduced
recharge since its closure by India under Indus Basin Treaty. Sindhnae-Mailsi link canal having large discharge is passing at east of this town. The sub soil flow in this river combined with the link canal is recharging the aquifers of this town with fresh water. With the closure of the river, the water table has depleted and at present it is available at a depth of 70 ft.
The shallow water is contaminated and has got higher TDS value ranging from
600-800 p.p.m. However water at greater depth is very fresh, uncontaminated as the existing tube wells installed at 400-450 ft depth are yielding water with TDS value ranging from 220 to 270 p.p.m which indicates excellent quality of water. The sub soil comprises of different layers of clay and fine sand up to depth of 120 ft, clay with shingle from 120 ft to 265 ft and medium to coarse sand beyond this depth with a layer of clay from 287 to 387 ft (100 ft).
2.2 RATIONALE OF THE SUB PROJECT
2.2.1 Existing Source of Water Supply
• Nearly half of the Mailsi Town is covered by existing piped water supply whereas the rest of the population is constrained to drink shallow water through privately installed hand pumps / power pumps. The water quality from these pumps is not so good and mostly contaminated.
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• The present source of water supply system is deep tube wells with a depth of 400-450 ft and discharge of 1.0 cusec, each. Nine nos. such tube wells are working in the town yielding good quality water with sufficient discharge as per design.
2.2.2 Main Components of the Existing System
• Tube wells (depth 400-450 ft) Discharge (Cusec) T / Wells
Nos. Location Designed Actual at 80 ft head
TDS Value *
p.p.m
Year of Installation
1. TMA Office 1.0 1.22 260 1975
2. TMA Office 1.0 1.20 270 1983
3. Bus Stand 1.0 1.10 230 1984
4. Near Nathey Shah 1.0 1.31 270 2005
5. Near Police Station 1.0 1.20 250 1985
6. Near School 1.0 1.27 220 1987
7. Multan Road 1.0 1.35 260 1986
8. Near Tehsil Office 1.0 1.29 220 1987
9. Near DSP Office 1.0 1.33 270 1993
* Chemical analysis of water samples given at Annexure-B.
• Over Head Reservoirs
Total numbers = One Capacity = 50,000 gallons Location = TMA Office
• Pumping Machinery
Total number = 9 sets Capacity = 1.0 cusec Working hours = 16.0 hours / day Type of pumps = Vertical turbine pumps Head = 130 ft Motor BHP = 25 Column length = 80 ft
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• Modification of Existing Pumping Machinery
Due to closure of Sutlej River the water table has been lowered appreciably and at present is at 70 ft depth. TMA has increased the setting of pumps, but the pumps have not been modified to increase the head. That is why they are unable to fill up the existing OHR and the delivery Head of pumps feeding the distribution system is too low which is responsible for low terminal pressure. Hence existing 9 nos. sets will have to be modified to meet the present requirement of head.
• Distribution System A net work of pipe lines AC/PVC/CI with different sizes ranging from 12” to 3” in diameter.
• Pump Houses
Total Number = 9 Size = 12’ × 12’
2.2.3 Water Service Area
Approximately half of the entire town is served with water supply system whereas rest of the area is without piped water supply system, having their own sources of water mostly hand pumps / power pumps.
2.2.4 Present Production Capacity & Actual Production
• Supply Hours
Presently water is supplied to the consumers in under mentioned timings.
Morning 04:30 A.M to 06:30 AM = 2 hrs After noon 12: AM to 2:00 PM = 2 hrs Evening 5:30 P.M to 7.30 PM = 2 hrs .
Total 6 hrs .
All tube wells have been tested to the present actual discharge. All of them were found to have discharge more then 1.0 cusec while discharging at ground level. The present total production with 6 hours pumping / day is 1.21 MGD, but it can be increased to 3.24 MGD if the pumping hours are increased to 16 hours per day.
2.2.5 Water Shortage & Per Capita Supply in Served Area
The present supply of water is intermittent. No water shortage in the served area is experienced in winter. In summer, the remote areas of the distribution system go under water shortage because of undersized distribution system. Present supply hours are 6 hours / day giving per capita supply of 17 gallons which can be increased to 34 GPCD by increasing supply to 12 hours / day. Even if the supply hours are increased, the remote areas will not get water because of undersized pipe lines. Such areas have been enlisted as below:-
1. Muhallah Hari Pura (Extension) 2. Muhallah Shanker Pura 3. Muhallah Din Pura 4. Muhallah Islam Pura 5. Muhallah Dharam Pura 6. Muhallah Kachi Abadi
2.2.6 Un-Served Areas
As narrated earlier, half of the population is covered with water supply system and rest of the population living in the under-mentioned areas, is not provided with this facility:-
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1. Muhallah Hari Pura
2. Muhallah Riaz Abad
3. Muhallah Imran Abad
4. Muhallah Durhatta
5. Muhallah Ghareeb abad
6. Muhallah Muhammadi
7. Muhallah Hafiz Abad
8. Muhallah Chah Bhatti Wala
9. Muhallah Panjay wala
10. Ahmed Raza Colony
11. Christian Colony
12. Rasheed Abad
13. Muhallah Sheikh Pura
2.2.7 Chlorination
Hypo chlorination is done by TMA staff during the summer / rainy days and not in normal weather. Bleaching powder solutions is added in over Head Reservoir which does not serve the entire system as most of the area is served by direct pumping form tube wells.
2.2.8 Water Quality
• Chemical The chemical quality of water being supplied is quite good with TDS value ranging from 220 to 270ppm. (Annexure-B) • Bacteriological The complaints received for contaminated water (mixing of drinking water with sewer water) is appreciable in number (20-30 per month). This is due to leaking, rusted pipelines which were laid 20-30 years back with C.I pipes. The pipelines now require replacement to keep the drinking water bacteriological fit for human consumption. No proper record of water testing to this effect is available with TMA.
2.2.9 Consumer Data & revenue Generation
• The detail of present consumer connections, with present tariff is as under:-
Details Domestic Commercial Total No. of connections 2377 31 2408 Flat rate Rs. / month 30 80 - Total amount billed / annual (Rs.) 855720 29760 885480
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• Revenue Generated
Year Amount billed Amount Recovered % recovery
2002-03 868560 808605 93% 2003-04 875520 956823 100% i/c arrears 2004-05 885480 959475 100% i/c arrears
2.2.10 Operation & Maintenance charges
• Establishment deployed Pump operators = 20 Nos. Plumbers = 2 Nos. Chowkidar = 1 No. (Watchman) Supervisor = 1 No.
Total = 24 Nos.
• O&M Charges / annum (2004-05) Establishment charges = Rs. 1,094,032 Electrical / mechanical charges = Rs. 1,937,959 Repair and Maintenance = Rs. 261,723
Total = Rs. 3,293,714
• O & M Expenditure vs Recovery (Rupees)
Year Revenue Recovery
O&M Expenditure
% Recovery / Expenditure
2002-03 808605 3603199 22.4% 2003-04 956823 3684538 26% 2004-05 959475 3293714 29%
2.3 NEEDS
The shallow water at depth of 70 ft below G.L. is difficult to be harnessed by a common man because of high expenditure involved in installation of deep hand pumps or powered pumps. Further the chemical quality of shallow water (TDS = 600 – 800 PPM) is not so good as compared to deep water (TDS 220-270 PPM). Hence a lot of pressure from public has been built up for early installation of water supply system in left over area. At present the provision of the system in left over area has become the 1st priority of TMA.
2.4 PROBLEMS
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• The fresh water source is available in the town itself but the extension of water supply system needs lot of money which is beyond the financial capacity of TMA Mailsi, Provincial Govt. is also not funding such projects in TMAs. Hence TMA is seeking financial help to extend this facility to the entire town.
• Number of pipe lines laid 30-40 year back with C.I pipes have either been
rusted or filled with incrustation and are responsible for contamination of water at many places. These pipe lines require replacement and are held up because of stringency of funds with TMA Mailsi.
2.5 IMPROVEMENT REQUIRED WITH JUSTIFICATION
2.5.1 Improvements Required
The under mentioned works are required to improve service delivery level and to provide potable water to entire town. 1- Replacement of existing rusted C.I pipe lines laid in far past. 2- Replacement of undersized pipe lines giving water shortage. 3- Extension of the facility to left over un-served area by installation of new tube
well and laying of distribution system. 4- Provision of hypo chlorination facilities. 5- Modification of existing pumping machinery.
2.5.2 Justification
• Drinking water is a basic need and right of all human beings. For reducing the expenditure on water production at individual house hold level and for improving the general health of public, it is imperative that all left over population must be provided with the piped water supply facility with better quality. This will reduce the intensity of water borne diseases and will save lot of expenditure on curative health.
• Due to lowering of water table in the town because of lesser recharge &
greater discharge in the past, existing pump head (130 ft) is not serving the purpose. Due to low delivery head of pumps, low terminal pressure and water shortage is experienced specially at remote end of distribution system. The existing pump assemblies need to be modified and other components of pumps to be replaced, to meet the present head requirements of distribution system under changed sub soil water level conditions.
• Replacement of pipes responsible for contamination of water and spreading
water borne diseases, is the dire need of the public which will help in providing clean potable water to the public also reducing water borne disease.
• Hypo chlorination facility will reduce the water borne diseases by disinfection
of water in the system. 2.6 THE SUB PROJECT
2.6.1 The water supply to this town will be improved and extended by:-
• Installation of additional tube wells • Laying of distribution system in left over areas • Construction of over head reservoirs • Replacement of old leaking / rusted and undersized pipe lines
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• Provision of hypo chlorinators.
2.6.2 Proposed Design
A. Population to be served
The town of Mailsi comprises of three urban union councils, the population of which has been reflected as 55434 persons as per 1998 census with growth rate of 2.98% per annum. Two other Abadies of rural union council are also inhabited in this town and all facilities need to be extended to this area as well.
Population of main town = 55434 persons
Population of portion of U.C Ali Wah (Section -1) = 3189 persons
U.C Ali Wah (Section-2) = 9089 persons
Total population to be served = 67712 persons B. Water Consumption
The required water consumption as per design criteria of PHED is 50 gallons per capita/day for a community of population of over 100,000 persons and this scheme should be designed at this consumption. It is strongly felt that this community is situated in a rural area and the habits of the citizen are still not so much developed to consume 50 GPCD. Hence designing this scheme at 50 GPCD will be over spending. It has been decided to take 40 GPCD for design of this scheme. C. Water Demand and Tube Wells requirement
Rate of population growth = 2.98% per annum
Proposed consumption = 40 GPCD
Population 1998 = 67712 persons
Proposed pumping hours/day = 16
Capacity of Each T/well = 1.0 cusec
Existing T/well of 1.0 cusec Each = 9 nos.
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Year 2006 2011 2016 2021 2026
Population (Persons) 85642 99186 114872 133038 154078
Av. Day demand (MGD)
3.42 3.96 4.59 5.32 6.16
Max. day demand (MGD)
5.13 5.94 6.88 7.98 9.24
Year 2006 2011 2016 2021 2026
Required discharge / hour (GPH)
320625 371250 430000 498750 577500
Total No. of T/well required
14 16 19 22 26
Additional no. of T/well
5 7 10 13 17
Hence it is recommended to install 10 nos. tube wells for the year 2016 with 400-450 ft depth depending upon the stratification of individual bore hole.
D. Tube Well Strainer
Discharge = 1.0 cusec
Assumed entrance velocity = 0.05 ft / sec
Open area = 10 %
Dia. Of strainer = 10”
Open area required = 1.0/0.05 = 20 sft
Total area of strainer = 10 × 20 = 200 sft
Area of 10” dia strainer/Rft = 10/12 × 3.14 = 2.6 sft
Length of strainer = 200/2.61 = 77 Lft
Add 15% for sockets & joints = 12 Lft
Total = 89 Lft
Say 100 Lft
TUBE WELL PARAMETERS Bore depth = 450 ft
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Dia Length Thickness Sr.# Item
Inches L. ft Inch Material
1- Housing with reducer 12 120 ¼ Mild Steel
2- Blind pipe 10 220 ¼ Fibre Glass
3- Strainer 10 100 ¼ Fibre Glass
Dia Length Thickness Sr.# Item
Inches L. ft Inch Material
4- Bail plug 10 10 ¼ Fibre Glass
5- Stick up 12 3 ¼ Mild Steel
E. Pump Houses
It is proposed to construct 10’ × 10’ size pump house for each T/well.
F. Pumping Machinery
(i) New Pumping Units Deep well turbine pumps of 1.0 cusec will be used.
Total dynamic Head Sub Soil Water Level = 70 ft Height of OHR = 70 ft Frictional losses = 20 ft Delivery head = 20 ft
Total = 180 ft. Say 200 ft
BHP of motor with 60% overall efficiency = 37.8 BHP, Say 40 BHP.
Install turbine pumps with 1.0 cusec discharge 200 ft head 40 BHP, 1450 RPM motor and 90 ft long column assembly.
(ii) Modification of Old Pumping Units The existing pumping units having a head of 130 ft. and are unable to meet the head requirement creating low terminal pressure & water shortage. These will be modified as under:-
Component Present Status Proposed Modification Nos.
Pump assembly 130 ft head 200 ft head 9
Motor 25 BHP 40 BHP 9
Motor controls For 25 BHP For 40 BHP 9
Motor feeders Six nos. 7/0.064 Six nos. 19/0.052 9 sets
G. Over Head Reservoirs Average day demand for year 2016 = 4.59 MGD
Required capacity of over head storage = 1/6 the of Av. Day demand = 0.76 MG
Existing capacity = 1 No. of 50,000 gallons
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Balance requirement = 0.7 MG
Overhead reservoirs are a very costly item of work and hence it is proposed to construct 3 Nos. over head reservoirs of 50000 gallons each: at under mentioned locations in the town.
1. Colony Chowk
2. Hari Pura
3. Dhuratta
H. Distribution System
• New Pine Lines A complete network analysis of the existing system and pipe lines to be laid in the left over area of the town will be done. T/wells and reservoirs will be placed on main feeders of 6”, 8” and above size to meet the emergencies of break downs of any T/well. The length statement will be worked out after this computer analysis. Minimum terminal head will be kept as 30 ft. For preparation of FAR the lengths of pipelines for calculating the indication cost have been worked out from ordinary map supplied by TMA (Annexure-G), which differs a little bit from GIS map. The GIS map will be used by consultants to analyse the system and workout the length of pipe lines.
• Replacements Some of the pipe lines are of cast iron and have rusted up with time. Some of the existing pipe lines are under sized and responsible for low terminal pressure and water shortage in the Mohallas indicated earlier. Such pipe lines will be replaced by appropriate size. The list of such pipe lines has also been given in the estimate.
I. Hypo Chlorinators Chlorine will be used for disinfection of water. Gas chlorinators are difficult to handle and repair in such areas. Further chlorine gas is not available in nearby vicinity. Hence hypo chlorinators will be installed with allied pumping units and other equipment. One hypo chlorinator with each tube well (existing and new) will be installed.
J. Bulk Meters To measure the quantity of water supplied per day and discharge of each tube well, bulk meters will be installed with each existing and new tube wells. Present T/wells have rising main of 6” i/d. Hence 6” i/d bulk meters will be used for new and old T/wells.
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K. Power connections 10 nos. new power connections from existing 11-KV lines will have to be provided. Length of 11-KV line has been measured at site & incorporated in the estimate of external electrification along with other components.
2.6.3 Site Suitability
Site for all proposed tube wells & OHR is available with TMA. Wherever, it is not possessed by TMA, it has been committed by TMA that they will purchase it. Hence no problem of site for tube well & OHRs will be experienced.
2.6.4 Implementation Period
Nazim TMA Mailsi had intimated that they may not be able to provide their share for the sub project in one go. As this sub project can’s priority for them, hence in case of constraint of co-financing, they will like to get it executed into two phases. However if they get some share from District Government, they will plan to get this sub project executed in one go.
Keeping this factor in view, it is proposed to divide the components of this sub project into two phases. The option for its funding will remain open. The Administrative Approval, Technical Sanction will be arranged by TMA Mailsi according to availability of funds with them.
Assuming that the sub project will be executed in two phases the implementation period of the sub project will be as under:-
Phase – I 12 Months
Phase – II 12 Months
The activities of implementation of the sub project have been given in Annexure C-I, C-II.
2.6.5 Proposed Detailed Design & Construction Supervision
The feasibility studies, detailed design and drawings, bidding documents will be prepared by consultants. The construction will be carried out by TO (I&S) of TMA Mailsi. The resident supervision will be entrusted to consultants.
2.6.6 Proposed Plan for Design and Construction
The proposed plans for design and construction of Phase-I & Phase-II of this sub project have been given separately in Annexure – C-I, & C-II respectively.
2.6.7 Operation and Maintenance Implications
Present system is being maintained by TMA Mailsi out of its own sources through a staff consisting of 24 members. As narrated earlier, the revenue recovery is meeting only 29% of the O&M charges (year 2004-2005). The number of connections is too low (Domestic 2377 & Commercial 31) as compared to population of the town. This is due to non provision of distribution system in 50% area of the town and water shortage at terminal ends of existing distribution system. The existing O&M cost/annum with 9 nos. existing tube wells is 3.29 million with 6 hours pumping. TMA intends to raise the tariff to Rs. 120/- per month for domestic connections and Rs. 500/- per month for commercial connection. The O&M cost after completion of the project and revenue generation expected has been worked out at Annexure-D.
This analysis shows that the scheme will run in deficit up to year 2010 and will become self-sustainable in year 2012 at following proposed tariff.
1. Domestic tariff = Rs. 120/- per months / connection
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2. Commercial tariff = Rs. 500/- per months / connection
2.6.8 Environmental & Social Issues
No appreciable adverse effect in environmental & social sector will come up. The quantity of waste water will however increase and TMA intends to renovate, improve and extend its sewerage system under “PMSIP”. Main issues of excavation of trenches, noise pollution, & dust pollution will come up during implementation which will be mitigated by taking appropriate measures. All these measures will be discussed & provided for in feasibility report & design and the cost involved thereof will be included in the cost of the sub project. The proforma for social and environmental issues has been attached Annexure-E.
2.7 SUB-PROJECT COST
The scope of work of the sub project is as under:-
Sr. No. Description of items Total Phase-I Phase-II
1 Tube wells 450 ft deep 10 Nos. 5 Nos. 5 Nos. 2 Pumping Machinery 10 Nos. 5 Nos. 5 Nos. 3 Modification of existing pumping
machinery 9 Sets 9 Sets -
4 Pump houses 10 × 10’ 10 Nos. 5 Nos. 5 Nos. 5 Over head reservoir 50,000 gallons 3 Nos. 1 Nos. 2 Nos. 6 Distribution system
12" i/d 1550 Rft 1550 Rft - 10" i/d 1800 Rft 1800 Rft - 8" i/d 23950 Rft 7650 Rft 16300 Rft6" i/d 33120 Rft 13420 Rft 19700 Rft4" i/d 30450 Rft 13600 Rft 16850 Rft
(Length given herewith include the pipe replacement given below)
3" i/d 151920 Rft 94545 Rft 57375 Rft Total 242790 Rft 132565 Rft 110225 Rft7 Hypo chlorinators 19 Nos. 14 Nos. 5 Nos. 8 Bulk water meters 6” i/d 19 Nos. 14 Nos. 5 Nos. 9 External electrification 10 Nos. 5 Nos. 5 Nos. 10 Replacement of Distribution pipe
lines All length is included in above mentioned quantity.
Existing Proposed Replacement (Rft.)
Dia. Length (Rft.) 4” dia. 6” dia. 8” dia. 10” dia.
3” 4050 3100 950 - -
4” 4500 1000 1800 - 1700
6” 4500 - 2700 800 1000
Total 13050 4100 5450 800 2700 The approximate cost of sub-project has been worked out to be Rs.72.45 million and placed at Annexure-F.
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SOCIAL BENEFITS
• With the availability of safe drinking water, the water borne diseases will be eliminated / reduced.
• It will cut down the cost of curative medicine and will save a lot to public exchequer.
• The working capacity of the people will improve. • The working man days will be saved due to reduction of diseases thus helping
in improvement of National Economy. • Healthy bodies will generate healthy minds with better/efficient working. • It will help to a major extent in promotion of preventive medicine.
If all above facts are quantified, it will depict a very big private as well as National savings all contributing to build up National Economy.
2.8 RECOMMENDATIONS
• The sub project is financially viable and technically feasible. • TMA is capable of maintaining it, provided, it improves its revenue generation
structure and takes all measures for proper installation, detection and regularization of consumer connections.
• The sewerage system be improved and left over area be provided with sewerage system to drain off waste water to be generated after completion of this sub project.
• Capacity of TMA be built up in under mentioned sectors:-
O&M of water supply & sewerage system (i) Detection, regularization of connections and billing, recovery of
arrears and user charges. (ii) Replacement of sub standard consumer connections.
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• O&M of this scheme be given top priority over all other issues and Nazim & key officers be sensitized about that.
3. FIELD APPRAISAL REPORT FOR SOLID WASTE MANAGEMENT OF MAILSI TOWN
3.1 This report provides an assessment of the present facilities of solid waste management, problems and needs of the town, improvements required, site suitability, implementation period and its arrangements, preliminary design, environmental and social aspects, operation and maintenance aspects and sub project capital and maintenance cost.
In order to collect primary data on project features and existing facilities, PMDFC team members visited TMA Mailsi and had detailed discussions and site visits. It is concluded that the proposal of the sub project is justified. This will provide a basic urban service of proper solid waste management to the people of Mailsi Town at an affordable rate, improving the environment of the town and the health standards of general public.
3.2 RATIONALE OF THE SUB PROJECT
3.2.1 Existing System
The existing solid waste management system of the town is obsolete. A short description is given as under:- • Collection System
After sweeping the streets and roads the sanitary workers carry the solid waste in wheel barrows driven manually and collect at certain collection points. Presently Mailsi Town has seven major collection points but this number goes on changing as per need of the sites and town. Sweeping is done manually and no mechanical sweepers are available. • Composting & Disposal
The disposal of the collected solid waste is done by two methods, explained below. No composting is presently being done. (i) Donkey Carts.
The TMA has 6 nos. donkey carts. Every cart is driven by one sanitary worker and he collects the solid waste from collection points established by sanitary workers with wheel barrows and then disposes it on nearby vacant space inside the town. The donkey carts collect waste from points where trolleys cannot reach because of narrow roads/ streets. (ii) Tractor Trolleys
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From certain collection points established at comparatively spacious sites, where tractor trolleys can have an access, the solid waste is transported to land fill site by tractor trolleys. TMA has presently only two (2) nos. tractor trolleys. The entire solid waste generated cannot be transported by these trolleys because of shortage of mechanical equipment and manpower.
3.2.2 Available Equipments
The under mentioned equipment is available with TMA Mailsi:-
Sr. No. Description Numbers Present Status
1 Wheel barrows 50 30 nos. in working order 2 Donkey carts 6 Working order 3 Tractor operated trollies 2 Working order
3.2.3 Existing Establishment
The sanctioned and existing strength of staff of solid waste management in TMA Town is given below.
Present Staff Strength
Sr. Job Description Sanctioned Strength
Actual Regular Strength
On Daily Wages Total
1. Chief Officer 1 1 - 1 2. Sanitary Inspector 2 1 - 1
3. Sanitary Supervisor 5 5 - 5
4. Street Sweeper 61 61 12 73 5. Drain Sweeper 39 39 7 46 6. Water Carrier 13 13 - 13 7. Water Sprinklers 2 2 - 2 8. Tractor Driver 2 2 - 2
Total 125 124 19 143
3.2.4 Present Annual Expenditure (year 2004-2005)
1. Establishment charge = Rs. 7,331,367 2. Electrical / Mechanical Charges = NIL 3. POL charges = Rs. 227,682 4. Repair charges = Rs. 89,710
5. Replacement of equipment & purchase of insecticides = Rs. 47,621
Total = Rs. 7,696,380
3.2.5 Existing Collection Points The solid waste is being collected at under mentioned points in the town for further disposal to land fill sites.
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Sr. No. Road /Mohallah served Location
1. Quaid-e-Azam Road Near Railway Crossing 2. Quaid-e-Azam Road Near Veterinary Hospital 3. Railway Road Near Railway Ground
Sr. No. Road /Mohallah served Location
4. Colony Road At Hafiz Abad Road 5. Stadium Road Near Stadium 6. Karam Pur Road Allah Rakha Colony 7. Karam Pur Road Fadda Octroi Post
3.2.6 Existing Land fill Sites
No proper land fill site is available in or outside of this town. The solid waste is dumped in open spaces wherever available, creating total in-sanitary & unhygienic conditions, deteriorating the environments of the town, emitting obnoxious smells and breeding mosquitoes and flies, which are responsible for spreading communicable diseases. Presently the solid waste is being disposed off at under mentioned sites. (i) Near Toll Tax Site at Karor Pacca Road.
This site is located within one KM of the town near Chah Changi Wala at Garrison Cinema. It is situated just near graveyard and is a nuisance for the surrounding population. People are constantly objecting to the dumping of solid waste which is dumped over here by donkey carts. (ii) Karor Pacca Road Near Railway level Crossing
This site is railway land situated at a distance of 4.0 KM from the center of the town, near railway line. The tractor trolleys are dumping solid waste at this point. As the land is possessed by Pakistan Railway, hence it is constantly being objected to by them. (iii) Colony Road
This dumping site is right into the town itself and the land is possessed by Pakistan Railway. Apart from creating nuisance for general public due to its location, right inside the inhabited area, it is constantly being objected by Pakistan Railway but TMA has got no other alternative for this. (iv) Near Degree College
This site is surrounded by Govt. Degree College, electric grid station and Christian colony and tractor trolleys are disposing off the solid waste over here. It is nuisance for public in general and for students in special and is constantly being objected by students, teachers and residents. (v) Railway Ground
30
This site is located just along the railway track at a distance of 1 ½ km from town centre and is the property of Pakistan Railway, who are objecting to the dumping of solid waste over here. Donkey carts are disposing off solid waste on this site.
All the above mentioned five sites presently being used as land fills / dump sites are not proper site, constantly being objected by public and Pakistan Railways. These are constantly a nuisance for the public and deteriorating the environments of the town and need to be done away as soon as possible. The location of all these sites has been shown in Annexure-H .
3.3 Existing Service Level Due to shortage of equipment and manpower TMA Mailsi is not capable to serve the entire area of the town. As such some areas have good service delivery level whereas other having lesser attention gets poor service. Much of the area is un-served and heaps of solid wastes go on accumulating in these areas and some of them are removed only when they exceed the toleration level. The service level in the town is depicted as under: - (See map at Annexure-H ) 3.3.1 Served Areas
1. Hari Pura Mohallah 2. Sadiq Akbar Mohallah 3. Saeedi Town 4. Railway Road 5. Quaid-e-Azam Road 6. Islam Pura 7. Ding Pura 8. Rasool Pura Both Side 9. Multan Road up to Khichi Petroleum 10. Riaz Abad 11. Derattah Both Sides 12. Colony Road 13. Mohallah Muhammadi 14. Hafiz Abad 15. Chah Bhatti Wala 16. Karor Pacca road up to Mosque Abbu Bakar Wali 17. Dharam Pura 18. Karam pur Road up to Mosque Minar Wali 19. Kisha kot 20. Madina Town 21. Mohallah Faridi 22. Lal Jahanian 23. Kachi Abadi 24. Mohallah Master Bahadar Wali 25. Mohallah Malik Habib Wala 26. Mohallah Qazi Iqbal Wala 27. Pasan Bazar 28. Tehsil Bazar 29. Dhana Road 30. Mehmamian Bazar 31. Shinker pura 32. Fadda Bazar
31
33. Mughal Pura
3.3.2 Poorly Served Areas
1. Allah Rakaa Colony 2. Fadda Town 3. Gomal Road Toll Tax to two Pulli 4. Panda Wahad Wala Mohallah 5. Qazi Town 6. Syphon Road 7. Karor Pacca Road 8. Mohallah Hafiz Abad Road 9. Lal Jahanian Road 10. Station Road 3.3.3 Un-Served Areas
1. Basti Sher Kot 2. Basti Ikram Abad 3. Basti Tariq Abad 4. Basti Sheikh Pura 5. Murad Abad 6. Mithan Kot 7. Haider Bazar 8. Garib Abad 9. Rashid Abad 10. Gulzar Town 11. Ahmed Pura Colony 12. R.C.A Colony 13. Usman Abad 14. Panjay Wala
3.4 NEEDS The town is generating over 27 tons of solid waste / day presently which will increase to over 70 ton/day in the year 2026. The TMA has got a capacity of managing only 10 ton/day with the present equipment and manpower. If the management capacity of TMA is not improved, the town will have seriously deteriorated environment with heaps of solid waste all over in the streets, bazaars, open spaces and even in play grounds resulting in:-
• Deteriorated living standards • Increase in communicable diseases • Degraded health conditions & creation of health hazards • Increase in expenditure on curative medicine • Loss of man-days of general public • Reduction in economic activities and income of individuals. • Mental & physical agony to general public • Deplored working conditions
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Hence improvement of the solid waste management capacity of TMA is badly needed.
3.5 PROBLEMS
TMA is facing problems in the under mentioned sectors:- 3.5.1 Equipment
The present equipment available with TMA in no way fulfils the needs of the town. This equipment is having the following problems.
• It is labor intensive. • The transportation of solid waste is unhygienic & uncovered, which
creates pollution and is a nuisance for public on the roads. • The available equipment is not sufficient to cope with the requirements
of the town. • The transportation is very slow because of donkey carts and tractor
trolleys and is quite inefficient.
3.5.2 Manpower Constraints
With the passage of time, the manpower problems for sweeping and collection are increasing. Being a dirty work, general trend of human beings is, to avoid it. People are constrained to do this job only when they do not find any other job. Resultantly whenever some alternate job is available, they leave this job. Due to increasing shortage of man power in this sector, more and more mechanization is needed and for this mechanization, TMA Mailsi needs a lot of funds.
3.5.3 Funding Constraints TMA Mailsi, due to its meagre resources, is unable to procure the equipment it needs for improvement. Government of Punjab is also not contributing any thing for improvement in this sector. Hence the main problem & bottleneck in improvement of this system, is the constraint of funding. TMA has got the management capacity if required funding is provided. The only way to solve this problem is to fund this sub project from PMSIP. .
3.6 IMPROVEMENT REQUIRED WITH JUSTIFICATION The under mentioned improvements are needed to bring the solid waste management to the required standards for providing healthy environments to the people of Mailsi Town.
3.6.1 Equipment Requirements
New equipment is required to be procured and deployed to meet the town requirements. This equipment should be:-
• Adequate in number and quantity to be deployed in the entire town for sweeping, collection & land fills.
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• Should be mechanized so as to reduce the labor requirements as far as possible.
• Should be user friendly so as to be used easily by local people and
repairable locally.
3.6.2 Improvement in Management
The town would be divided into several zones for effective and efficient management. Each zone must be managed by a responsible official. The zones will be formulated according to the availability and location of proposed land fill sites in future, the transportation routes and the approaches available to these zones. Effective deployment of labor will be needed to have an efficient & cost effective management system. TMA officials will have to be trained and standard operating procedures will have to be devised. This will also require the proper timely repairs and maintenance of equipment. The capacity building of TMA is a requirement for this purpose.
3.6.3 Land Fill Sites
No proper land fill sites are available presently. The solid waste is presently dumped at five sites as explained earlier, all situated inside the town. This is creating nuisance for the public and creating health & environment hazards. Proper land fill sites with sanitary dumping are the main requirements. Hence TMA will have to arrange two to three land fill sites away from the town where safe and sanitary dumping is possible to eliminate all sort of hazards. Solid waste cannot be managed without the provision of proper land fill sites.
3.7 THE SUB PROJECT 3.7.1 Description
It is proposed to provide proper and suitable solid waste management system for this town. It will involve following components. • Provision of efficient, user friendly and mechanized equipment for sweeping,
collection, transportation & dumping in land fills. • Provision of proper and sanity land fill sites away form the town. • Capacity building of the TMA staff for proper management of solid waste.
3.7.2 Design of the Sub Project
Shortage of special labor to handle solid waste is being experienced day by day and it can be safely assumed that this shortage will be more critical in future when alternate jobs are available to citizens when country is developed. Hence labor intensive management will create severe labor problems in future. The solid waste management in Mailsi Town will be designed to use as less labor as possible. Sweeping is designed to be manual but collection, disposal and dumping will be mechanized. 3.7.3 Proposed Solid Waste Management System
34
• Sweeping of streets and collection of solid waste will be done by sanitary workers and stored in communal containers placed at selected locations.
• These containers of 5m3 volumes will be lifted by multi-loader trucks,
hauled to land fills, emptied and placed at their original location. • No manpower except the vehicle driver will be involved in lifting,
transportation, emptying and replacement of these containers. • Some of the locations may go without container due to shortage of
containers or emergence of new collection points due to expansion in population. Solid waste may be stored in bins or open spaces from where it will be lifted by front end loader tractors and filled in trolleys operated by tractors. The trolleys will be fitted with hydraulic Jacks to empty them by power at land fill site.
• The land fill site will be provided with front blade tractors to grade and level the solid waste in the land fills. These tractors will also compact the waste in land fills, push earth to the upper layer of solid waste and do any required job at land fill sites.
The procedures/steps involved in proposed solid waste management system have been described in Table 1 given below.
Table 1: PROPOSED SOLID WASTE MANAGEMENT SYSTEM MAILSI TOWN
PRIMARY COLLECTION SECONDARY COLLECTION DISPOSAL
Sr. No.
Source of Waste On Site
Storage
Collection from
Premises
Communal Storage in
Streets Collection from Streets Transportation to
land fills
1.
Residential and commercial areas
Make-shift containers
Manual / wheel barrows
5m3 containers
2. Pedestrian walk ways
Litter bins Wheel barrows
-Do-
3. Animal carts
Bags at the back
Wheel Barrows and 6m3 containers
4. Motor Vehicles
Plastic bags / containers
Wheel Barrows and 5m3 containers
5.
Street sweeping
Small heaps
Wheel Barrows
5m3 containers
1. 5m3 containers to be hauled to land fill sites by multi loader trucks.
2. Wherever
containers are not placed tractor trolleys fitted with Jacks to collect solid waste (to be loaded by front end loader tractor)
1. Multi loader trucks to transport container to land fill and place back at its original location after emptying.
2. Trolleys to
unload the waste by hydraulic Jacks at land fill sites.
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3.7.3.1 Street Wastes Management
There is need to increase the efficiency of sweepers by providing them with suitable contrivances i.e., long handled brooms and wheel barrows which can be easily towed by sanitary workers in narrow street & roads. To decrease the load on the street sweepers, small litter bins will be provided for pedestrian’s convenience. The owners of animal carts will be directed to provide
suitable dung-containment bags at the animals’ backs. Passenger vehicle owners will be directed to maintain suitable containers/bags for use by the passengers.
3.7.3.2 Resource Recovery
The present practice of recovery of recyclable materials at source and through scavengers may be allowed to continue, as it decreases the loads and provides chances of re-utilization of resources. The resource recovery can be made more efficient by educating the public to adopt “3 Bin systems” at the premises. One for putrescibles (wet waste), second for recyclables (dry waste) and third for polyethylene bags.
3.7.3.3 Litter Bins
For pedestrian’s convenience 20 - 50 liter capacity litter bins will be provided at appropriate locations. {
3.7.3.4 Handling of Special Waste
Wastes like animal dung, hospital wastes, slaughterhouse wastes, dead animals, demolition and construction wastes, and polyethylene bags are to be treated as special wastes. Such wastes need special attention from the solid waste managers.
• Animal Dung
Animals walking on the city roads foul them badly. The animals for slaughtering are brought from outside the city. By attaching bags at the backs of the animals, which are driving vehicles, dung can be collected and disposed off in communal containers. No other special arrangements are needed.
• Hospital Wastes
Provision of an incinerator for dealing with the infectious wastes from the hospitals and clinics is proposed. For source segregation of the infection wastes the hospital staff needs to be trained. For the training purposes Shalimar Hospital Administration in Lahore can be approached by TMA Mailsi and accordingly the system may be modified to the local requirements and needs.
• Slaughterhouse Waste
Special arrangements are required to dispose off such wastes by land-filling at the proposed sanitary landfill site.
• Dead Animals
Sanitary disposal of dead animals is either by incineration or by burial. Incineration is a costly affair. Efficient burial is therefore recommended in a separate specific area of the sanitary landfill site.
• Demolition and Construction Wastes
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Storage and collection of such waste should not be the responsibility of the TMA. Generators of these wastes should make their own arrangements for transportation to disposal sites or recycling facilities as per present practice. The violators are to be fined and wastes disposed of at their cost.
• Polyethylene Bags For getting rid of littered polyethylene shopping bags from the roads and streets, the inhabitants may be educated to dispose them in the form of tight bundles and place them into containers for final disposal so that they may not litter the environment. For the present, the TMA should assign some sweepers for the specific purpose of collecting these shopping bags, put them in tight bundles and place them in the waste bins for final disposal. Extensive use of these bags should be discouraged through legislation and its enforcement. 3.7.4 Collection Point
Table 2: TMA Mailsi has proposed the under mentioned collection sites in Mailsi
Town
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Sr. No.
Areas of Collection (Road / Mohallah) Location of Collecting Point Interval of
Cleaning 1. Multan Road Dorehta Rahim Cotton Factory Daily 2. Multan Road Dorehta Near Ice Factory Alternate Day 3. Multan Road Riaz Abad Arian Goods Transport Daily 4. Multan Road Rasool Pura Near Mehfooz Cotton Factory Alternate Day 5. Multan Road Rasool Pura Near Arshad Autos Daily 6. Mitroo Road Near Oil Mill Alternate Day 7. Mitroo Road Din Pura Octroi Post Daily 8. Mitroo Road Gulzar Town Street Gulzar Town Wali Weekly 9. Mitroo Road Ahmad Raza Colony Near Jamay Masjid 3-days 10. Mitroo Road Ahmad Raza Colony Near Old Bhatta Weekly 11. Sher Garh Road Near Wapda Office 3-days 12. Sher Garh Road Islam Pura Near Food Godowns Daily 13. Sher Garh Road R.C.A Colony Near Masjid R.C.A 3-days 14. Sher Garh Road Islam Pura Near Railway Ground Alternate Day 15. Quaid-e-Azam Road Near Railway Crossing Alternate Day 16. Quaid-e-Azam Road Near Ahmed Brothers Daily 17. Quaid-e-Azam Road Near Sailfullah Chowk Daily 18. Quaid-e-Azam Road Near Veterinary Hospital Alternate Day 19. Gali Suraia Bukhari Wali Near Hospital Daily 20. Railway Road Near Chowk Fowara Daily 21. Railway Road Near Railway Ground 3-days 22. Multan Road Basti Shor Kot Weekly 23. Multan Road Ikaram Abad Weekly 24. Multan Road Tariq Abad Weekly 25. Kehror Pacca Road Near Grib abad Weekly 26. Kehror Pacca Road Basti Sheikkho Pura 15-days 27. Kehror Pacca Road Murad Abad 15-days 28. Kehror Pacca Road Mithan Kot 15-days 29. Kehror Pacca Road Haider Naggar 15-days 30. Main Hari Pura Road Hussain Abad Weekly 31. Syphen Road Near Post Office Alternate Day 32. Colony Road Colony Chowk Daily 33. Colony Road At Hafiz Abad Road 3-days 34. Colony Road Muhallah Hafiz Abad 3-days 35. Kheror Pacca Road Near Masjid Abu Bakar 3-days 36. Kheror Pacca Road Near Petrol Pump Weekly
Sr. No.
Areas of Collection (Road / Mohallah) Location of Collecting Point Interval of
Cleaning 37. Karam Pur Road Muhallah Dharam Pura Daily 38. Karam Pur Road Near Janaz Gah Nethay Shah Daily 39. Karam Pur Road Near Octroi Post Fadda Daily 40. Stadium Road Near Stadium Daily 41. Kutcha Kot Road Near Dera Nawab 3-days 42. Circular Road Near Mandi Masjid Weekly 43. Girls College Road Haripura 15-days 44. Circular Road Near Sayedan Wali Masjid Daily 45. Mandi Road Near Sheikh Hotel 15-days 46. Fadda Road Fadda Town Near Jamal Masjid Weekly 47. Fadda Road Fadda Town Near Canal 15-days 48. Thaana Bazar Near Girls High School Daily 49. Zafari Chowk Alternate Day 50. Boys degree College Road Christian Colony 15-days
Circular Road
3.8 ULTIMATE DISPOSAL
Following are the possible methods for ultimate disposal of solid waste: i) Composting ii) Sanitary land filling iii) Incineration
The above three mechanisms are briefly described below: 3.8.1 Composting
It is a process through which the organic contents of the solid waste are converted into fertilizer, especially when the organic contents are available in higher proportion. This procedure is used in many rural communities of the country. However due to non-biodegradable material like plastics, glass etc. and scavenging activities, this method is not cost-effective for disposal of large quantities of urban solid waste. The requirement for large land area and time for composting also limit its application/use.
3.8.2 Incineration
Incineration is burning of solid waste at high temperatures. This is a very expensive process and not cost effective for large scale urban solid waste. Also the only by-products are injurious gases for which expensive air pollution prevention mechanisms are needed. 3.8.3 Sanitary Land filling
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Land filling involves the dumping of solid wastes on or in the upper layer of earth’s mantle (a portion of the earth lying between the crust and the core). The various parameters for selection of landfill sites include available land area, hauling distance, solid waste characteristics, surface water hydrology, geological and hydro-geological conditions, local environmental/climatic conditions and ultimate use of site. In this method, with the degradation of biodegradable material, certain gases like methane and carbon dioxide are evolved which sometimes amount to 90% of the total gas volume produced. The methane gas from the landfill can be utilized for production of energy.
3.8.4 Recommended Method
Due to gas production and comparatively simpler operation, sanitary land filling is recommended to be a suitable disposal method for SWM. This method has been successfully adopted in many countries of Asia. 3.8.5 Facilities at the land fill Site
• Landfill site shall be fenced or hedged and provided with proper gate to monitor incoming vehicles or other modes of transportation.
• The landfill site shall be well protected to prevent entry of unauthorised persons and stray animals.
• Approach and other internal roads for free movement of vehicles and other machinery shall exist at the landfill site.
• The landfill site shall have wastes inspection facility to monitor wastes brought in for landfill, office facility for record keeping and shelter for keeping equipment and machinery including pollution monitoring equipments.
• Provisions like weigh bridge to measure quantity of waste brought at landfill site, fire protection equipments and other facilities as may be required shall be provided.
• Utilities such as drinking water (preferably bathing facilities for workers) and lighting arrangements for easy landfill operations when carried out in night hours shall be provided.
• Safety provisions including health inspections of workers at landfill site shall be periodically made.
3.8.6 Specifications for land filling
• Wastes subjected to land filling shall be compacted in thin layers using landfill compactors to achieve high density of the wastes. In high rainfall areas where heavy compactors cannot be used alternative measures shall be adopted.
• Wastes shall be covered immediately or at the end of each working day with minimum 10 cm of soil, inert debris or construction material till such time waste processing facilities for composting or recycling or energy recovery are set up.
• Prior to the commencement of monsoon season, an intermediate cover of 40-65 cm thickness of soil shall be placed on the landfill with proper compaction and grading to prevent infiltration during monsoon. Proper drainage berms shall be constructed to divert run-off away from the active cell of the landfill.
• After completion of landfill, a final cover shall be designed to minimize infiltration and erosion.
• The final cover shall have a barrier soil layer comprising of 60 cms of clay or amended soil with permeability coefficient less that 1 x 10-7 cm/sec.
• On top of the barrier soil layer, there shall be a drainage layer of 15 cm.
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• On top of the drainage layer there shall be a vegetative layer of 45 cm to support natural plant growth and to minimize erosion.
3.8.7 Pollution prevention
In order to prevent pollution problems from landfill operations, the following provisions shall be made:-
• Diversion of storm water drains to minimize leachate generation and prevent pollution of surface water and also for avoiding flooding and creation of marshy conditions;
• Construction of a non-permeable lining system at the base and walls of waste disposal area. For landfill receiving residues of waste processing facilities or mixed waste or waste having contamination of hazardous materials
• The ambient air quality monitoring shall be carried out by the concerned Federal and Provincial Environmental Protection Agency on quarterly basis in a year.
3.8.8 Selection Criteria for Landfill Sites
This study recommends the following factors to be considered for landfill site selection/suitability.
i) Local and adjacent urban environment ii) Soil conditions (bearing strength and tightness) iii) Possibility to collect and discharge the leachate during treatment
processes. iv) Possibility to use the gas produced through the process. v) Hauling distance from the city center to landfill site. vi) Sufficient width of streets and road leading to landfill site. vii) Suitability of site for filling in stages viii) Hydro geological conditions of land fill site
3.8.9 Depth of Landfill
Depth of landfill will vary as per available site. It generally ranges between 10-15 ft. and average depth of 10 ft. has been taken for solid waste in landfill, in this case. 3.8.10 Plantation at Landfill Site
A vegetative cover shall be provided over the completed site in accordance with the following specifications: 3.8.11 Monitoring and Inspection
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During construction or installation of liners and cover systems, the owner or operator should inspect for uniformity, damage and imperfections (e.g. holes, cracks, thin spots, or foreign materials) The operator of the facility should invite the concerned Federal/Provincial Environmental Protection Agency officials periodically during the construction and/or installation of liners and cover systems for inspection.
3.9 ASSUMED PARAMETERS
3.9.1 Population Growth
• Population year 1998 = 67,712 • Growth rate / annum = 2.98% • Planning horizon = year 2026
3.9.2 Solid Waste Generation
Solid waste generation rate has been given in the following lines.
• Per capita waste generated in year 2006 = 0.4 KG/day
• Growth rate of solid waste = 1.5% per annum • Density of solid waste in wheel
barrow containers = 8 KG/Cft
• Compacted density of solid waste in landfills = 25 KG/Cft
3.9.3 Collection
Collection mechanism of solid waste would be based on the following parameters
• Wheel barrow container size = 8 Cft • Communal container Nominal size = 5 cu. M Effective size = 4 cu. m = 141 Cft • No. of trips / day of a wheel barrow = 5 • No. of sweepers working with one
wheel barrow = 2
• No. of brooms for one sweeper per year = 8
3.9.4 Disposal
• No. of containers hauled by multi loader truck per/day to land fill sites (distance 5 KM)
= 6
• No. of container hauled by a multi loader truck per trip = 1
3.9.5 Composting
• No composting will be done in this town. 3.9.6 Land fills
• Depth of solid waste in land fill = 10 ft
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• Operational cycle of land fills = 5 years
3.9.7 Volume of Solid Waste generated and land requirement for Sanitary Landfill
Daily Collection
Year Population Per capita
Total Waste
Collection Efficiency
Total Wt.
Total Vol.
Yearly Vol. Vol. for 5 years
Vol. of Landfill
Area of Landfill site for
5 years
Persons Kg. Tons % age Tons ft3 ft3 ft3 ft3 Acres 2006 85642 0.400 34.26 80.00% 27.41 1096.22 400,119 2,000,597 2,000,597 4.59 2007 88194 0.406 35.81 80.40% 28.79 1151.55 420,314 2,101,571 2,101,571 4.82 2008 90822 0.412 37.42 80.80% 30.23 1209.37 441,420 2,207,102 2,207,102 5.07 2009 93528 0.418 39.09 81.20% 31.74 1269.80 463,476 2,317,378 2,317,378 5.32 2010 96315 0.424 40.84 81.61% 33.33 1333.10 486,582 2,432,910 2,432,910 5.59 2011 99185 0.430 42.65 82.02% 34.98 1399.25 510,725 2,553,625 2,553,625 5.86 2012 102141 0.436 44.53 82.43% 36.71 1468.36 535,951 2,679,753 2,679,753 6.15 2013 105185 0.443 46.60 82.84% 38.60 1544.04 563,573 2,817,867 2,817,867 6.47 2014 108320 0.450 48.74 83.25% 40.58 1623.18 592,459 2,962,295 2,962,295 6.80 2015 111548 0.457 50.98 83.67% 42.65 1706.11 622,731 3,113,656 3,113,656 7.15 2016 114872 0.464 53.30 84.09% 44.82 1792.82 654,379 3,271,895 3,271,895 7.51 2017 118295 0.471 55.72 84.51% 47.09 1883.46 687,461 3,437,306 3,437,306 7.89 2018 121820 0.478 58.23 84.93% 49.45 1978.19 722,039 3,610,193 3,610,193 8.29 2019 125450 0.485 60.84 85.35% 51.93 2077.19 758,174 3,790,869 3,790,869 8.70 2020 129188 0.492 63.56 85.78% 54.52 2180.89 796,024 3,980,120 3,980,120 9.14 2021 133038 0.499 66.39 86.21% 57.23 2289.25 835,578 4,177,888 4,177,888 9.59 2022 137003 0.506 69.32 86.64% 60.06 2402.48 876,904 4,384,518 4,384,518 10.07 2023 141086 0.514 72.52 87.07% 63.14 2525.66 921,867 4,609,337 4,609,337 10.58 2024 145290 0.522 75.84 87.51% 66.37 2654.75 968,984 4,844,922 4,844,922 11.12 2025 149620 0.530 79.30 87.95% 69.74 2789.72 1,018,250 5,091,248 5,091,248 11.69 2026 154079 0.530 81.66 87.95% 71.82 2872.86 1,048,596 5,242,978 5,242,978 12.04
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3.9.8 Volume of Solid Waste generated and Equipment Requirement for Collection
Daily Collection
Year Population Per capita Total Collection
Efficiency Total Wt.
Total Vol.
Density =
8Kg/Cft.
No. of Wheel
Borrow Loads
No. of Wheel
Borrow
No. of Containers
(5m3)
No. of Multi
Loader Trucks
No. of Trollys
with Tractor
No. of Sweepers
No. of Brooms
1 2 3 4 5 6 7 8 9 10 11 12 13 14 Person Kg. Tons % age Tons ft3
2006 85642 0.400 34.26 80.00% 27.41 3425.68 428 86 24 3 2 172 13762007 88194 0.406 35.81 80.40% 28.79 3598.58 450 90 25 3 2 180 14402008 90822 0.412 37.42 80.80% 30.23 3779.29 472 94 27 4 2 188 15042009 93528 0.418 39.09 81.20% 31.74 3968.11 496 99 28 4 2 198 15842010 96315 0.424 40.84 81.61% 33.33 4165.94 521 104 30 4 3 208 16642011 99185 0.430 42.65 82.02% 34.98 4372.65 547 109 32 4 3 218 17442012 102141 0.436 44.53 82.43% 36.71 4588.62 574 115 33 4 3 230 18402013 105185 0.443 46.60 82.84% 38.60 4825.11 603 121 34 5 3 242 19362014 108320 0.450 48.74 83.25% 40.58 5072.42 634 127 37 5 3 254 20322015 111548 0.457 50.98 83.67% 42.65 5331.60 666 133 38 5 3 266 21282016 114872 0.464 53.30 84.09% 44.82 5602.56 700 140 40 5 4 280 22402017 118295 0.471 55.72 84.51% 47.09 5885.80 736 147 42 6 4 294 23522018 121820 0.478 58.23 84.93% 49.45 6181.84 773 155 44 6 4 310 24802019 125450 0.485 60.84 85.35% 51.93 6491.21 811 162 47 6 4 324 25922020 129188 0.492 63.56 85.78% 54.52 6815.27 852 170 49 7 4 340 27202021 133038 0.499 66.39 86.21% 57.23 7153.92 894 179 50 7 5 358 28642022 137003 0.506 69.32 86.64% 60.06 7507.74 938 188 53 7 5 376 30082023 141086 0.514 72.52 87.07% 63.14 7892.70 987 197 56 8 5 394 31522024 145290 0.522 75.84 87.51% 66.37 8296.10 1037 207 59 8 5 414 33122025 149620 0.530 79.30 87.95% 69.74 8717.89 1090 218 61 8 5 436 34882026 154079 0.530 81.66 87.95% 71.82 8977.70 1122 224 64 9 5 448 3584
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3.9.9 YEAR WISE VEHICLES AND EQUIPMENT TOTAL REQUIREMENTS
44
Sr. No. Description Units Existing 2008 2011 2016 2021 2026 Remarks
1. Multi loader trucks Nr. - 4 4 5 7 8
2. Containers (5m3) (Stand by = 3 Nos.) Nr. - 30 35 43 53 67
3. Tractor with front end loader Nr. - 2 2 2 3 3
4. Tractor with hydraulic Jack trolley Nr. 2 2 3 4 5 5
5. Wheel barrows (Stand by = 10 Nos.) Nr. 25 104 119 150 189 234 Existing will perish up to
year 2008
6. Tractor with front blade Nr. - 2 2 2 3 3
7. Jeeps / car Nr. - 1 1 1 1 1
8. Motor cycles Nr. - 2 2 2 3 3
9. Water browsers Nr. - 1 1 1 2 2
10. Litter bins Nr. - 40 50 60 70 80
11. Brooms Nr. 140 1504 1664 2128 2720 3488 Existing will perish up to year 2008
3.10 EXISTING POSITION OF SOLID WASTE MANAGEMENT STATISTICS
3.10.1 Solid Waste Collected – Efficiency
Nr. Type of Vehicle No. of Vehicles
Total Working
order
Trips per vehicle per day
Average weight
per trip, tons
Total Trips
per days
Total Weight carried,
tons
1 Donkey Carts 6 6 4 0.2 24 4.8
2 Tractor Trolleys 2 2 3 1.25 6 7.5
Total collected, tons 12.3
Generated Solid Waste, tons 34.26
Efficiency, % 36%
3.10.3 Cost of SWM per Person
Nr. Description Unit Quantity
1 Population-2006 Persons 85642
2 Wastes generated per day tons 34.26
3 Efficiency % 36
4 Wastes collected per day tons 12.3
5 Wastes collected per year tons 4490
6 Expenses (year-2004-05) Rupees 7,696,380
7 Cost per ton Rupees 1,714
8 Cost per beneficiary Rupees 903.10.3 Present Resources for Solid Waste Management
Nr. Description Unit Quantity
1 Population-2006 Persons 85642
2 Staff including Sanitary Workers Nr. 143
3 Vehicles-Tractors Nr. 2
4 Donkey Carts Nr. 6
5 Staff per 1000 person Nr. 1.67
6 Vehicles per 1000 persons Nr. 0.023
7 Donkey Carts per 1000 persons Nr. 0.07
45
3.11 REQUIREMENT OF ESTABLISHMENT
Sr. No. Job Description Year
2008 Year 2011
Year 2016
Year 2021
Year 2026
1. Supervisors 4 5 6 7 9
2. Sanitary workers 188 208 266 340 436
3. Heavy Machinery Drivers 13 14 15 22 24
4. Vehicle Drivers 1 1 1 1 1
5. Guards 3 3 3 4 4
6. Land fill site workers 6 8 10 12 15
3.12 SCOPE OF WORK
3.13.2 Requirements of the sub project
The requirement of year 2016 of this town for machinery and equipment will be taken for estimation purposes. However the structure will be designed for ultimate requirement of year 2025. The scope of work is as under:
3.12.2 Vehicles & Equipment
Sr. Description Unit Qty 1. Multi loader trucks to handle 5m3 containers (Hino /
Isuzu Chassis) Nr. 5
2. Container 5m3 Nr. 43 3. Tractor with front end loader (Millat Tractor 4 × 4) Nr. 2 4. Tractor with hydraulic Jack Trolley (MF-240) Nr. 2 5. Hydraulic Jack trolleys Nr. 2 6. Tractor with front and rear blade (MF-385) Nr. 2 7. Suzuki Jeep or Car Nr. 1 8. Motor cycle (Pak made) Nr. 2 9. Wheel Barrow (1000 × 600 × 450 mm) Nr. 150 10. Water bowzer (5000 lit tank) Nr. 1 11. Litter bins with stand (revolving) (45 gallon with
metallic drum) Nr. 60
12. Brooms Nr. 2128
3.12.3 Construction of Civil Structure
Sr. No. Description Unit Qty
1. Workshop Sft 1600 2. Parking Area Sft 15000 3. Guard room Sft 300
46
Sr. No. Description Unit Qty
4. Power Supply Sft 1 5. Water Supply Job 1 6. Approach road for workshop & Parking Area Job 1 7. Approach road for land fill sites Job 3 8. Built up area for land fill site Job 300
3.12.4 Land Fill
Sr. No. Description Unit Qty
1. Land requirement for year 2025 Acres 12 2. Development of land (requirement of year 2015) Acres 7.5
3.13 SITE SUITABILITY
3.13.2 Site for Collection Point
The communal containers will be placed on road / street sides. Ample places for such placement are available and no problem for such sites will be experienced. TMA has already selected 50 points for collection. The detail has been given at page 30. Containers will be placed at such points where the quantity of the solid waste is relatively greater. At rest of the 20 places, TMA will build up dust bins with masonry walls. Then collection points will need lifting of solid waste as under:-
• Daily lifting = 16 points • Alternate day lifting = 8 points • Lifting after 3 days = 8 points • Weekly lifting = 10 points • Fortnightly lifting = 8 points .
Total = 50 points Site for all these points is available either for placement of 6m3 container or for construction of dust bins.
3.13.2 Site for Land Fills
Three sites for land fills are already under consideration by TMA Mailsi to keep the handling distance at minimum to save time & POL of vehicles. This will have cost effective operation & maintenance and are described as under :- (See Annexure-H )
(i) On Syphon Road
This is located at south of the town at Syphon road at a distance of 6 KM from the town, towards Sutlej River. No inhabitation is situated near to this site and the land is easily available. No difficulty will be experienced in procurement of this site and it is very suitable for land fills. TMA has already planned to procure this site for land fills.
(ii) At Karam Pura Road
This site is located at north east of the Mailsi town on Karim pura road between a minor and metalled road at a distance of 5-km from centre of the town. This site is also easily
47
approachable and availability is assured. Twelve (12) acres of land can be easily procured by TMA at this location. (iii) Multan Raod
This site is located at a distance of 5 km from main town near Mailsi-Tibba-Multan Road is readily available, approachable and no difficulty in procurement will be experienced.
3.13.3 Site for Work Shops and Parking TMA has got its own lands in the town close to TMA office for construction of workshops and parking facilities. Hence procurement of land will not be needed for them. This land is quite suitable for mobility of the vehicles, and supervision of workshop, as it is located close to TMA office. Hence no problem of site will be experienced.
3.14 IMPLEMENTATION PERIOD It will take 12 months to implement this Sub Project once the work has been awarded to the contractor. All activities of implementation have been shown in Annexure-I
3.15 PROPOSED DETAILED DESIGN AND CONSTRUCTION ARRANGEMENTS The feasibility studies, detail design, drawings and preparation of bid documents will be entrusted to consultants. The construction will be carried out by TMA Mailsi through TO (I&S) who has been designated as project manager. The construction supervision will also be entrusted to consultants. PMDFC will have an overall control and view of the construction and utilization of funds.
3.16 PROPOSED PLAN FOR DESIGN AND CONSTRUCTION The activities involved in design & construction have been shown in Annexure-I . These are described as under:-
1. Feasibility studies, detailed design and preparation of bid documents up to 30th June 2006
2. Invitation of bids, receipt of bids, evaluation and award of work up to 31st August 2006
3. Mobilization period for contractor September 2006.
4. Execution of the sub project 1st October 2006 to 30th September 2007
3.17 OPERATION AND MAINTENANCE The present system is being maintained by TMA Mailsi out of its own resources with total staff of 143 members. The expenditure incurred in this head in year 2004-2005 was 7.7 million. The O&M charges after completion of the scheme have been worked out as under in Annexure-J
Year 2008 = 13.57 million Year 2016 = 20.29 million
TMA will be responsible to maintain this scheme managerially and financially out of its own sources. The expenditure of O&M can be met by inter sectoral adjustments. The required staff will be recruited by TMA after approval by Provincial Government.
48
3.18 INITIAL ENVIRONMENTAL AND SOCIAL ASSESSMENT
Proposed solid waste management system comprises of primary collection, transfer, transportation and disposal. Improved solid waste management system will reduce the following negative impacts of the existing system. - Air, soil & water pollution - Creation of stagnant water. - Clogging of drains/sewerage system - Insect breeding. - Uncontrolled burning of wastes.
Although the improved solid waste management will reduce the impacts of accumulated uncollected solid waste, but it may increase the air emission from waste collection and transfer vehicles. As the development of new landfill site is being proposed, the impacts of the whole solid waste management system will be studied in details in keeping with the following: - Land use change - Hydrology and drainage pattern - Surface & ground water quality - Water logging - Air quality - Noise - Disturbance to other services - Urban aesthetics. - Public health & safety - Smell and smoke.
The social issues like resettlement and rehabilitation, demolition of existing structures conversion of environmentally/ historically / culturally sensitive land to any other use, conversion of open / recreation areas to commercial / industrial use, conversion of agricultural land to any other use will be studied along with other factors (Para 2-10-8) to finalize the location of landfill site.
The required proforma regarding social & environmental issues has been attached at Annexure-K .
3.19 LEVYING OF USER CHARGES This sub project belongs to social sector and no user charges will be levied on the public after completion of this sub project. All expenditure of O&M will be borne by TMA Mailsi out of its own resources.
3.20 LAND ACQUISITION As explained earlier, land for workshops & parking lot is available with TMA close to its office. An area of twelve (12) acres is required for land fill sites. This land is easily available at two sites described earlier and land owners are ready to sell this land to TMA. Hence no problem in land acquisition will come up. Performa for land acquisition has been attached at Annexure-L .
3.21 THE SUB PROJECT COST The cost of the sub project has been worked out to be Rs. 30.25 million including provisional sums, insurance, contingencies and consultancy charges for design and supervision of the sub project are attached at Annexure-M .
3.22 SOCIAL BENEFITS The under mentioned benefits will be accrued to the general public after completion of this sub project.
1. Improvement of general environments of the town.
49
2. Reduction in breeding of mosquitoes and flies. 3. Reduction in communicable disease. 4. Improvement in general public health. 5. Reduction in expenditure on curative medicine. 6. Improved efficiency in public working & business. 7. Improvement in public moral attitude because of reduction in mental tension,
physical agony and frustration. 8. Improvement in general economy of the town & ultimately the country.
3.23 RECOMMENDATIONS • The sub project is technically feasible & financially viable. • The capacity building of TMA Mailsi is required for proper management of the
completed sub project. • TMA official & Nazim should be sensitized to accord high priority to the O&M
of all services. . Adequate provision for O&M of this sub project should be made in TMA annual budgets.
• Provincial Govt. should be requested to allow TMA Mailsi to engage / appoint required staff for proper O&M of the sub project.
• TMA Mailsi should give undertaking to maintain this sub project after completion.
50
Annexure-A
Location Map
Taxila
Pindi
Shorko
MAILSI
Selected
TMAs
Annexure C - I
Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
1Preparation of feasibility report detail design and bidding documents
2 Invitation of tenders and award of contract
3 Contractor Mobilization
4 Installation of tube wells and construction of pump houses
5 Installation of pumping machinery
6Construction of over head reservoirs
7Laying of distribution system
8 External electrification
9 Commissioning & Testing
10 As Built Drawings
11 Others
12 Execution Period (Month Nos.) 1 2 3 4 5 6 7 8 9 10 11 12
PROJECT IMPLEMENTATION PERIOD
Name of the Project: Extension / Improvement of Water Supply Scheme Mailsi District Vehari (PHASE - I)
Year 2006ActivityNr.
Year 2007
Annexure C - II
PROJECT IMPLEMENTATION PERIOD
Name of the Project: Extension / Improvement of Water Supply Scheme Mailsi District Vehari (PHASE - II)
Nr. ActivityYear 2007 Year 2008
Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
1 Invitation of tenders and award of contract
2 Contractor Mobilization
3 Installation of tube wells and construction of pump houses
4 Installation of pumping machinery
5Construction of over head reservoirs
6Laying of distribution system
7 External electrification
8 Commissioning & Testing
9 As Built Drawings
10 Others
11 Execution Period (Month Nos.) 1 2 3 4 5 6 7 8 9 10 11 12
Annexure-D OPERATION AND MAINTENANCE COST-(WATER SUPPLY)
1. Establishment Charges
• Pump operator 38 No @ 400 0 = Rs. 1,824,000 • Plumbers 2 No. @ 5000 = Rs. 120,000 • Chowkidar 2 No. @ 3500 = Rs. 84,000 • Supervisors 1 No. @ 5000 = Rs. 60,000
Total Rs. 2,088,000 2. Electricity Charges
(19 Nos. T/wells of 40 BHP each)
Year Total BHP Working hour/day
Total units per
day
Consumed per year
(320 days)
Total cost (million) @ Rs. 4.83 per
unit 2008 760 10 5669 1814080 8.76 2011 760 12 6804 2177280 10.51 2014 760 14 7937 2539840 12.26 2016 760 16 9071 2902720 14.02
3. Total O&M
(Million)
Year Establishment charges
Electricity charges
Repair charges Total
2008 2.09 8.76 0.50 11.35 2011 2.09 10.51 0.90 13.50 2014 2.09 12.26 1.50 15.85 2016 2.09 14.02 2.00 18.11
4. Revenue Collection (Expected)
Assumed connectivity = 70% No of person/house = 7
Domestic Connections Commercial Connections
Year Nos. Proposed Rate
Total Revenue (million) Nos. Proposed
Rate Total Revenue
(million)
Total income Expected (million)
2008 6000 60 4.32 50 300 0.18 4.50 2010 9000 100 10.80 80 500 0.48 11.28 2012 11500 120 16.56 100 600 0.72 17.28
Annexure-D 5. O&M Cost vs Revenue Generation
Year O&M Cost Expected Revenue Generation
Defint / Supply
2008 11.35 4.50 (-) 6.85 2010 12.78 11.28 (-) 1.50 2012 14.28 17.28 + 3.00
Hence the scheme can become self sustainable by the year 2012.
Annexure-E
ENVIRONMENTAL MANAGEMENT PLAN FOR E-2 CATEGORY PROJECTS (WS)
I. Environmental Assessment Yes No If Yes, Specify Details Environmental Management Measures
1. Will the project involve any of the following changes in landuse classification?
i. Conversion of recognised environmentally/ historically/culturally sensitive land to any other
√
ii. Conversion of open/recreation areas to commercial/industrial residential use?
√
iii. Conversion of agricultural land to any other use? √
iv. Conversion of residential/industrial areas to industrial/commercial use?
√
v. Any other? (please specify) √
2. Will the project create risk of contamination of ground/surface or drinking water, due to:
i) Effluents or leachates √
ii) Due to leakages √ iii) Any other? (please specify) √
3. Will the project increase or decrease? i) Depth of GW table √
ii) Flow/quantity in water bodies
With pumping, the ground water table will go deeper
It will be recharged by Canal and River sub soil flows. The pumping will be adjusted accordingly.
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) √
Due to excavation of trenches some services may be disturbed. Efforts will be made to have minimum disturbance.
All the concerned departments will be coordinated to have minimum damage/ disturbance
10. Will the project cause any health hazard? √
11. Will the project create smell and/or smoke? √
12. Project cause any effect on flora and fauna? √
Annexure-E
Land Acquisition and Resettlement Impacts Checklist
1. Name of Subproject: Extension/Improvement of Water Supply Scheme Mailsi
2. TMA name: Mailsi 3. Sub-project Location (include map/sketch): Location map attached 4. Proposed Date of Commencement of Work: August 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 __0.15__ ha o (b) Community/ Religious Land __x___ ha (e) Other ___x____ ha
7. Current land uses of the above affected lands: (use) Vacant (ha) __2.0__ 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 acquisition
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? No people affected
Is draft SMP ready for disclosure? List consultations to date (dates, places, attendance, issues raised and project response): NIL
Is SMP adequate to mitigate all significant impacts? NA Are M&E mechanism sufficient to detect and correct likely problems?
No problem 12. Recommendation for Clearance and any Conditions required: No clearance required Signed by M (E&S) Name: ______________________ Title: ______________________ Date: ______________________
Annexure -FImprovement & Extention of Water Supply Scheme Mailsi
SUMMARY OF COSTSr.No. Description Unit Phase - I Phase - II Total
Quantity Cost/Unit Total Cost Quantity Cost/Unit Total Cost Quantity Cost/Unit Total Cost1 Tube well Nos. 5 924400 4,622,000 5 924400 4,622,000 10 924400 9,244,0002 Pump House Nos. 5 129400 647,000 5 129400 647,000 10 129400 1,294,0003 Pumping Machinery Sets. 5 1168500 5,842,500 5 1168500 5,842,500 10 1168500 11,685,000
4 Modification of existing Machinery Sets. 9 555000 4,995,000 - - - 9 555000 4,995,000
5 Tube well feeder Nos. 5 62000 310,000 5 62000 310,000 10 62000 620,000
6 Over Head Reservoir Nos. 1 3500000 3,500,000 2 3500000 7,000,000 3 3500000 10,500,000
7 Distribution System Rft. 132565 11,049,838 110225 10,691,957 242790 21,741,795
8 External Electrification Jobs 5 275300 1,376,500 5 275300 1,376,500 10 275300 2,753,000
9Bulk Water Meters New Tube well Nos. 5 45300 226,500 5 45300 226,500 10 45300 453,000Old Tube well Nos. 9 48800 439,200 - - - 9 48800 439,200
10 Hypo Chlorinators Nos. 14 30000 420,000 5 30000 150,000 19 30000 570,000
11Replacement of consumer connections
Nos. - - - 2000 - 1,288,000 2000 - 1,288,000
12 Provisional sum L.S. 500,000 500,000 1,000,00013 Insurance charges L.S. 540,000 540,000 1,080,000
Total 34,468,538 33,194,457 67,662,995
14 Consultancy Charges 4.30% 1,437,427 1,382,642 2,820,069
15 Add 3% Contingency from Item No.1 to 11 3% 1,002,856 964,634 1,967,490
Grand Total 36,908,821 35,541,732 72,450,553Amount in Millions 36.91 35.54 72.45
Annexure - F
S.No. Description Unit Quantity Rate Amount
1 Direct rotary/reverse rotary drilling of 22"-26"diabore for tube well in all types of soil exceptshingle gravel and rock. From ground level to250 ft. below ground level. Rft 250 500.45 125,113
2 Above 250 ft Depth Rft 200 651.00 130,2003 Furnishing samples of water from bore hole (per
set of two bottles) Each 20 156.00 3,1204 Taking soil samples of water after every 5 feet
depth or from each strata change, testing andsubmission of complete results of strata analysis
Each 90 300.00 27,0005 Providing strong substantially built box of deodar
wood 4ft. X 2-1/2 ft. x 9in. (1200x750x225 mm)with compartments, lock and lockingarrangement for preserving samples of stratafrom bore hole Job 1 5,528.10 5,528
6 Providing and installing 12" dia 1/4" thick blindpipe in tube well bore holes complete. Rft 123 741.40 91,192
7 Providing and installing 10" dia 1/4" thick FiberGlass blind pipe, in tube well bore holesincluding jointing with strainer etc. complete.
Rft 220 1,202.50 264,5507 Providing and installing 10" dia 1/4" thick fiber
glass strainer in tube well bore holes complete.Rft 100 1,348.75 134,875
8 Providing and installing 10" dia 1/4" thick 10 ftlong fiber glass bail plug in tube well bore holescomplete. Each 10 1,202.50 12,025
9 Shrouding with graded pea gravel 3/8" to 1/8"diaaround tube well in bore hole. Area of shrouding= pi/4(D2 - d2) = 0.7854(2.172 - 0.882) = 3.09 Sft Cft 1019.7 28.50 29,061
10 Providing Puddle Seal around 12" pipe Job 1 1,000.00 1,00011 Sealing of annular space around 12" pipe Rft. 120 363.12 43,57412 Providing and Fixing PVC Pipe 3 Inch Dia class
"B" Complete in all Respect Rft. 120 48.20 5,78413 Testing and developing of tube well of size 6" i/d
and above continuously upto 1.5 cusec discharge. Hour 72 383.90 27,641
14 Providing and fixing MS Cap to cover pumphousing upto 15 inch dia.,0.25 inch thicknessincluding welding. No. 1 1,000.00 1,000
15 Providing and laying block of concrete class A 2'-6"*2- 6'' *6' to house casing complete in allrespects as per drawing. No. 1 7,770.00 7,770
16 Electrical Resistivity Survey(Three probe each)Job 1 15,000.00 15,000
Total Rs. 924,433
Say Rs. 924,400
MAILSIImprovement of Water Supply Scheme
Cost of One Tube well
(1) Tube Wells
Annexure - F
S.No. Description Unit Quantity Rate Amount
1 Construction of pump house for T/wells 10' x10', including chain pully block, & girder etc. =(10 Nos.)11.5' x 11.5' = 132 sft. Per Sft. 132 980.00 129,360
Rs. 129,360
Say Rs. 129,400
1
Set 1 951,730.00 951,730ii) Providing and installing LT main panel boardsdesignated as MPB with all accessories as persite requirements, and as per tenderspecifications and drawings and as directed bythe Engineer/. The MPB shall comprise thefollowing items Job 1 180,000.00 180,000Cubicle panel shall be of 16 SWG sheet steel ofsuitable sizeINCOMING (Normal Power Supply)03 No. kit kat fuses 125 Ampere .01 No. 125 Amps TP (adjustable) MCCBRC=15 kA, ICS=100%ICU, (Tmax series ABB,Compact NS Series MG)06 No. 2/25 Amps Protection Fuses03 No. 0-500 Volts AC Analog Voltmeter03 No. 0-1500 Amps AC analog Ammeter03 No. RYB LED indication lightsOUTGOING (Normal Power Supply)01 No 100A MCCB RC=10kA, ICS=100%ICU,(Tmax series ABB, Compact NS Series MG)
01 No. 10 Amps TP MCCB RC=6kA01 No. 20 Amps SP MCB RC=6kA 01 No. 10 Amps SP MCB RC=6kA 01 star delta starter kit suitable for 40 HP(Components of make ABB, MG) includes Linecontactor (continuous duty) rating 600V (Drop-out voltage -40% of 600V ), A star contactor(continuous duty), a delta contactor (continuousduty), Overload relay, on & off push buttons anda timer for automatic changeover from star todelta including phase failure protection.
03 No power factor capacitor suitable for 40 HPmotor.Outgoing cable: 2x(4x25 sq.mm) from panel tomotor (Newage, Pakistan, Pioneer)
(3) Pumping Machinery for Tube Wellsi) Providing, installing at site and testing of(KSB/GRUNDFOS) make vertical turbine pump1.0 cusec discharge 200 ft. , 1450 RPM 90 ftlong column assembly directly coupled with380/440 volts, 50 cycles, vertical squirrel cage40 BHP - 4 pole AC induction motor including 6"i/d sluice valve, non return valve andtransportation and testing at site of work.
TOTAL
(2) Pump House
Annexure - F
S.No. Description Unit Quantity Rate Amountiii) P/I copper conductor cable PVC insulated, PVC sheathed, 4 core, 19/0.052" non armoured complete with G.I. wire etc.19 x 100 = 1900 Rft. Rft. 190 122.75 23,323iv) water lubrication system including 10 liter drum mounted on PCC 1:2:4, G.I pipe and valve
Job 1 1,750.00 1,750v) Providing and installing Pressure gauge of German/ English Brand having a range of 0-75 Psi marked in ft and Psi. No. 1 7,000.00 7,000vi) Providing and fixing MS Base plate of size2.5' x 2.5' x 1/4" with center hole 12" dia.Including foundation bolts, drilling of foundationbolt, discharge head bolts, water levelmeasurement bolts etc. fully finished asrequired by Engineer in charge. No. 1 4,700.00 4,700
Total : A Rs. 1,168,503
Say Rs. 1,168,5002 Modification of pumping head of existing
pumping units from 130' to 200' against onecusec discharge, 1450 RPM, including undermentioned items of work.i) Replacement of E.Motor of 25 HP by 40 HP & poles. No. 1 148,000.00 148,000ii)Providing and fixing new turbine pump assembly of 200 ft. head, 1 cusec discharge, 1450 RPM. No. 1 327,000.00 327,000iii) With drawing and reinstallation of turbine pump. No. 1 5,000.00 5,000iv) Replacement of Motor Control Unit (MCU) for25 BHP by that of 40 BHP. No. 1 64,000.00 64,000v) Replacement of Motor feeder (6 No.) from MCU to Motor from 7/0.064" to 19/0.052" complete. Set 1 4,000.00 4,000vi) Providing and installing Pressure gauge of German/ English Brand having a range of 0-75 Psi marked in ft and Psi. No. 1 7,000.00 7,000Note:- Existing 25 BHP Motor, M.C. Unit, Motor Feeder & pump assembly will be the property of TMA.
Rs. 555,000Say Rs. 555,000
1 i) Connection of rising main for tube well on both sides. One connection consists of 8" dia tail piece, mechanical joint 8" dia , Upvc tee,8"x8"x8", Upvc reducer of required size, complete in all respects and as per direction of site engineer. Job 1 19,600.00 19,600ii) Providing and laying Upvc pipe 8" dia class B for tube well rising main complete in all respect.
Rft. 200 212.10 42,420Rs. 62,020
62,000
TOTAL
Cost of One Set
(4) Tube well Feeders
Total : BCost of One Unit
Say Rs.
Annexure - F
S.No. Description Unit Quantity Rate Amount
1 Construction of over head reservoir of 50000 gallon capacity Job 1 3,500,000.00 3,500,000
Say 3,500,000
1 Providing laying, cutting, jointing testing and disinfecting of uPVC pipe lines of BSS "B" class working pressure pipe in trenches, complete in all respects.Length Statement is attached as Appendix-A
1 Providing and installing 50 KVA sub station for Tube wells including the cost of plate form, H-poles, D- fuse set, stay wire and earthing etc. complete in all respects No. 1 132,000.00 132,000
2 P/I Tripple phase energy meter complete. No. 1 9,300.00 9,3003 Provision of Meter Security No. 1 13,000.00 13,0004 11-KV Over Head Line
Detail attached as Appendix-B Span 2.2 55,000.00 121,000
Rs. 275,300
1 P/I water meter 6" for new lines complete. No. 1 45,300.00 45,300
2 P/I water meter 6" for existing lines complete. No. 1 48,800.00 48,800
TOTAL
(5) Over Head Reservoir
(6) Distribution System
External Electrification
(8) Bulk water meters
TOTAL
Length(Rft.) Amount Length
(Rft.) Amount
12" dia 495.75 1550 768,413 0 0 1550
10" dia 347.75 1800 625,950 0 0 1800
8" dia 212.10 7650 1,622,565 16300 3,457,230 23950
6" dia 125.25 13420 1,680,855 19700 2,467,425 33120
4" dia 71.80 13600 976,480 16850 1,209,830 30450
3" dia 48.20 94545 4,557,069 57375 2,765,475 151920
Total 132565 10,231,332 110225 9,899,960 242790
Add 8% for specials & valves 818,507 791,997
G.Total 11,049,838 10,691,957 21,741,795
Phase - I Phase - IISize Rate Total Quantity
(Rft.)
Annexure - F
S.No. Description Unit Quantity Rate Amount
1 Supply, fixing and testing of hypo chlorinator including pumping unit,starter,electrical wiring, circuit breaker, duly connected PVC pipe with PVC solution container of 45 Gallons complete in all respect and as per direction of site engineer. Job 1 30,000.00 30,000
1 i) Laying, installation & testing of water serviceconnection of 25 mm polyethylene pipe,excluding the cost pf PE pipe, but including thecost of ferrule, adapter & PP saddle, complete inall respects as per drawings and instructions ofthe Engineer in chargea) Connection from 3" dia pipeb) Connection from 4" dia pipec) Connection from 6" dia pipeii) Providing, laying, cutting, jointing, testing anddisinfecting 25 mm dia polyethylene pipe intrenches complete in all respect for serviceconnections.1000 x 20 = 20000 Rft.
Say Rs. 1,288,000
(9) Hypo Chlorinator
(10) Replacement of Consumer Connections
Unit Phase - I
Qty. Rate AmountNo. - 700 806.40 564,480No. - 200 942.00 188,400No. - 100 1,503.60 150,360
Rft. - 20000 19.23 384,600
Rs. 1,287,840
Phase - II
TOTAL
Annexure-G
Water Supply Scheme MailsiLength Statement of Pipeline
12" 10" 8" 6" 4" 3"Zone - A
1 T.12 - 101 22002 101C - 101 5003 T.12 - T.13 37004 T.13 - 22 18005 15 - 25 - 22 28006 37 - 43 - 53 23507 50 - 53 8008 3 - 3A 12009 1 - 2 3600
10 103 - 102 420011 54A - 77A 200012 70 - 72 210013 1 - 2 70014 1 - 3 140015 3 - 4 60016 4 - 5 340017 4 - 6 200018 3 - 9 190019 7 - 8 180020 9 - 10 180021 1 - 2 80022 4 - 3 90023 5 - 6 80024 125 - 126 140025 11 - 12 40026 13 - 14 80027 15 - 16 140028 15A - 17 160029 18 - 19 40030 20 - 21 40031 22 - 23 120032 24 - 25 100033 26 - 17 120034 27 - 28 55035 29 - 30 40036 31 - 32 60037 33 - 34 60038 33 - 33 20039 35 - 36 60040 37 - 38 95041 38 - 39 80042 40 - 41 30043 42 - 43 500
LengthSr. No. Name of Line Remarks
Annexure-G
12" 10" 8" 6" 4" 3"LengthSr.
No. Name of Line Remarks
44 44 - 45 50045 46 - 47 50046 48 - 49 47547 51 - 52 60048 53 - 54 125049 55 - 56 40050 57 - 52 40051 58 - 59 40052 60 - 61 52553 62 - 63 100054 64 - 65 30055 66 - 67 20056 68 - 69 30057 70 - 71 160058 72 - 73 60059 74 - 75 45060 76 - 73 47561 77 - 78 45062 79 - 80 10063 81 - 82 45064 83 - 84 45065 85 - 85' 70066 86 - 87 40067 88 - 89 60068 90 - 91 60069 71 - 92 50070 92 - 93 20071 94 - 95 15072 96 - 97 30073 98 - 99 20074 100 - 101 30075 104 - 105 70076 106 - 105 70077 107 - 109 70078 108 -109 70079 110 - 112 70080 111 - 112 70081 113 - 115 70082 114 - 115 70083 116 - 117 20084 117 - 118 70085 119 - 120 30086 121 - 122 60087 128 - 129 110088 130 - 131 30089 131 - 132 30090 133 - 134 40091 135 - 136 200
Annexure-G
12" 10" 8" 6" 4" 3"LengthSr.
No. Name of Line Remarks
92 136 - 137 62593 138 - 139 20094 140 - 141 20095 142 -143 20096 146 - 147 30097 146 - 148 130098 149 - 150 140099 151 - 152 1400100 153 - 154 1300101 155 - 156 1400102 157 - 158 500103 146 - 154 2100104 154 - 145 350105 153 - 157 350106 161 - 160 400107 164 - 165 200108 164 - 165 150109 166 - 167 250110 167 - 170 300111 166 - 168 400
Zone - B1 1 - 2 5002 T.17 - 2 18003 2 - 4 10504 4 - 74 7005 74 - 73 9006 74 - 84 8007 88 - 87 14008 21 - 26 6009 26 - 20 300
10 26 - 27 195011 21 - 29 120012 9 - T.19 70013 T.19 - 6 72014 6 - 204 80015 4 - Existing 50016 T.19 - 137 230017 130 - 131 50018 7 - 213 75019 T.4 - 214 40020 213 - 2 310021 156 - 157 60022 1 - 11 140023 12 - 13 30024 14 - 10 90025 14 - 15 130026 16 - 17 40027 17 - 18 1200
Annexure-G
12" 10" 8" 6" 4" 3"LengthSr.
No. Name of Line Remarks
28 21 - 22 80029 22 - 23 20030 24 - 25 80031 16 - 28 110032 29 - 30 45033 31 - 32 30034 33 - 34 15035 34 - 35 15036 35 - 42 15037 36 - 37 15038 38 - 39 50039 40 - 41 20040 42 - 43 10041 43 - 45 35042 46 - 45 10043 42 - 44 20044 47 - 48 30045 46 - 46A 35046 49 - 50 50047 33 - 35 30048 51 - 52 80049 53 - 54 25050 55 - 56 60051 57 - 58 60052 59 - 60 35053 61 - 62 80054 63 - 64 30055 65 - 66 15056 67 - 68 60057 69 - 70 15058 71 - 72 35059 75 - 76 60060 77 - 78 60061 79 - 80 60062 81 - 82 60063 82 - 83 60064 83 - 84 60065 85 - 86 60066 89 - 90 35067 91 - 92 35068 93 - 81 35069 94 - 95 40070 96 - 97 10071 99 - 100 40072 98 - 56 40073 101 - 102 20074 102 - 103 35075 104 - 105 350
Annexure-G
12" 10" 8" 6" 4" 3"LengthSr.
No. Name of Line Remarks
76 106 - 58 60077 106 - 107 30078 108 - 109 20079 110 - 111 20080 112 - 113 20081 114 - 115 30082 116 - 117 30083 118 - 119 30084 120 - 121 30085 122 - 123 30086 124 - 125 45087 123 - 126 40088 103 - 127 140089 125 - 126 25090 128 - 129 80091 130 - 131 45092 132 - 133 35093 135 - 136 30094 133 - 134 20095 137 - 127 30096 143 - 144 45097 145 - 146 45098 147 - 148 45099 149 - 150 450100 151 - 152 450101 153 - 154 450102 155 - 156 200103 156 - 157 600104 155 - 158 600105 159 - 158 600106 160 - 161 200107 162 - 163 400108 164 - 165 150109 166 - 167 150110 168 - 169 200111 172 - 173 200112 174 - 175 350113 178 - 179 300114 180 - 181 400115 182 - 183 600116 184 - 185 300117 186 - 187 100118 188 - 189 100119 190 - 191 150120 192 - 193 850121 194 - 185A 150122 196 - 197 200123 198 - 199 800
Annexure-G
12" 10" 8" 6" 4" 3"LengthSr.
No. Name of Line Remarks
124 185 - 185A 600125 200 - 201 700126 202 - 203 300127 6 - 204 1450128 205 - 206 300129 207 - 208 500130 209 - 210 300131 211 - 212 300
Zone - C1 T.5 - 2 10002 2 - 10 9003 T.15 - 10 5004 10 - 6 22005 6 - T.14 30006 6 - T.9 24007 81 - 114 3008 119 - 109 27009 30 - 49 1300
10 58 - 61 190011 T.9 - 167 190012 T.3 - T.11 340013 150 - 149 80014 149 - 168 80015 136 - 137 130016 T.11 - 143 270017 101C - 155A 135018 9 - 10 30019 11 - 12 40020 13 - 14 40021 15 - 16 30022 17 - 18 40023 19 - 20 25024 21 - 22 40025 23 - 24 65026 5 - 25 50027 26 - 27 30028 28 - 29 70029 30 - 8 70030 31 - 32 35031 33 - 34 35032 35 - 36 35033 37 - 38 60034 37 - 39 30035 5 - 40 40036 40 - 41 30037 42 - 43 30038 44 - 43 30039 46 - 47 250
Annexure-G
12" 10" 8" 6" 4" 3"LengthSr.
No. Name of Line Remarks
40 48 - 49 20041 50 - 43 35042 51 - 45 35043 52 - 45 35044 53 - 49 35045 53 - 54 20046 55 - 57 70047 54 - 56 30048 58 - 64 90049 57 - 59 70050 60 - 61 100051 62 - 63 100052 64 - 65 80053 65 - 66 60054 67 - 68 20055 69 - 70 20056 71 - 72 20057 73 - 74 30058 75 - 76 2059 76 - 77 60060 77 - 80 60061 78 - 79 20062 80 - 81 30063 82 - 83 80064 84 - 85 20065 86 - 79 60066 87 - 88 40067 89 - 90 40068 91 - 92 35069 93 - 94 30070 95 - 96 20071 97 - 98 20072 99 - 100 20073 101 -102 20074 101 - 103 30075 104 - 105 45076 109 -110 140077 110 -111 60078 112 - 113 25079 113 - 114 40080 116 - 117 60081 117 - 118 90082 118 -119 35083 120 - 122 30084 122 - 123 35085 123 - 124 20086 119 - 116 70087 125 - 126 700
Annexure-G
12" 10" 8" 6" 4" 3"LengthSr.
No. Name of Line Remarks
88 127 - 128 60089 129 - 130 40090 131 - 132 40091 133 - 134 70092 139 - 140 140093 141 - 142 140094 143 -144 35095 145 - 146 140096 145A - 145B 35097 137 -137A 30098 137 - 143 210099 147 - 148 500100 152 - 153 300101 153 - 154 350102 154 - 155 100103 157 - 158 300104 159 - 160 400105 161 - 162 250106 163 -164 150107 105 - 106 200108 107 - 108 300109 109 - 110 500110 111 - 113 200111 112 - 113 150112 114 - 116 500113 115 - 116 200114 117 - 119 500115 118 - 119 200116 120 - 122 200117 121 - 122 200118 123 - 125 200119 124 - 125 200120 126 - 127 200121 128 - 130 200122 129 -130 150123 131 - 133 200124 132 - 133 150125 134 - 136 200126 135 - 136 150127 137 - 138 200128 139 - 140 200129 141 - 142 150130 143 - 145 200131 144 - 145 150
Total 1550 1800 23950 33120 30450 151920 242790Note: - Length of pipelines to be replaced is included. (Detail attached)
Karam Wah Canal
Mailsi
Minor R
d
Karam Pur Rd
Pacc
a Rd
Karachi Rd
Dho
da R
d
Fidd
ah R
d
Qambar Rd
Col
lege
Rd
Kehrore Paka Rd
Multan Rd
Main Quaid-e-Azam Rd
Eid Gah Rd
Muradabad R
d
Mar
i Pur
a R
dKatche
ry Rd
Nas
ir K
han
Wa l
i
Circ
u la r
Rd
Fiddah Inter Rd
Kacha Kot Rd
Railway
Line
si M
inor
Rd
200 0 200 400 600 Meters
226000
226000
227000
227000
228000
228000
229000
229000
230000
230000
3298000 3298000
3299000 3299000
3300000 3300000
3301000 3301000
3302000 3302000
Land FillExisting Land FillProposed Land Fill
CanalRailwaylineRoads
Service StatusServedSemi-ServedUn-Served
Existing Land Fill Sites1- Near Toll Tax Site at Karore Paka Road2- Karore Paka Road Near Railway Crossing3- Colony Road4- Near Degree College5- Railway GroundProposed Land Fill Sites1- Syphon Road2- Karampur Road3- Multan Road
Existing Situation of Solid Waste Management
in MAILSI Town
Annexure-H
Annexure- I
Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
1Feasibity studies, detailed design and bid documents
2 Invitation & receipt of bids, evaluation & award of work
3 Purchase of land
4 Contractor Mobilization
5 Supply of equipment and machinery
6 Construction of workshops and parking place
7Land fill site development
8Testing of equipment and machinery
9
10
11
12 Execution Period (Month Nrs.) 1 2 3 4 5 6 7 8 9 10 11 12
PROJECT IMPLEMENTATION PERIOD
Name of the Project: Solid Waste Management Mailsi Town
Year 2006ActivityNr.
Year 2007
27
Annexure-J
OPERATION AND MAINTENANCE COST
Summary of cost (Rs. Million)
Sr. No. Description Year 2008 Year 2016
1. Establishment Charge 9.35 14.802. POL charges 3.02 3.933. Repair & maintenance 1.20 1.56
Total 13.57 20.29
DETAILED COSTS A. Establishment Charges
Year 2008 Year 2016 Sr. No. Job Description QTY Salary /
P.M Cost /
Annum QTY Salary / P.M
Cost / Annum
1. Supervisors 4 5,000 240,000 6 6,000 360,000
2. Sanitary Worker 188 3,500 789,6000 266 4,000 12,768,000
3. Heavy Machinery Drivers 13 5,000 780,000 15 5,500 990,000
4. Vehicle Drivers 1 4,500 540,00 1 5,000 60,000
5. Guards 3 3,500 126,000 3 4,000 144,000
6. Land fill site worker 6 3,500 252,000 10 4,000 480,000
Grant Total 212 9,348,000
(9.35) Million
294 14,802,000
(14.80) million
B. Operational Charges
Sr. No.
Description of Machinery Unit Qty
Cost / unit (Rs.)
Cost per machine /day
(Rs.)
No. of machines
(No.)
Total cost / day
(Rs.)
1. Multiloader trucks KM 80 8.0 640.0 4 2560.0
2. Tractor with front blade Hrs 7 150.0 1050.0 2 2100.0
3. Tractor with front end loader Hrs 7 150.0 1050.0 2 2100.0
Annexure-J
Sr. No.
Description of Machinery Unit Qty
Cost / unit (Rs.)
Cost per machine /day
(Rs.)
No. of machines
(No.)
Total cost / day
(Rs.) 4. Tractor trollies Hrs 40 12.0 480.0 3 1440.0
5. Water bowser Hrs 7 100.0 700.0 1 700.0
6. Jeeps Hrs 60 6.5 390.0 1 390.0
7. Motor Cycles Hrs 30 1.5 45.0 2 90.0
8. Mechanical Sweepers Hrs 7 100.0 700.0 1 700.0
Total 10,080 Total No. of working days / year = 300 Cost of POL in year 2008 = 3,024,000 = 3.02 million Cost of POL in year 2016 (add 30%) = 3,931,200 = 3.93 million
C. Repair & Maintenance Cost of Machinery @ 5% of capital cost 17.57 × 0.05 = 0.88 million Cost of civil works @ 5% of construction 6.23 × 0.05 = 0.32 million
Total = 1.20 million Cost in year 2008 = 1.20 million Cost in year 2016 (30% above) = 1.56 million
Annexure-K
ENVIRONMENTAL MANAGEMENT PLAN FOR E-2 CATEGORY PROJECTS (SWM)
I. Environmental Assessment Yes No If Yes, Specify Details Environmental Management Measures
1. Will the project involve any of the following changes in landuse classification?
i. Conversion of recognised environmentally/ historically/culturally sensitive land to any other
√
ii. Conversion of open/recreation areas to commercial/industrial residential use?
√
iii. Conversion of agricultural land to any other use? √ 12 acres for land fills No management is required rather it will dump the solid waste improving city environments.
iv. Conversion of residential/industrial areas to industrial/commercial use?
√
v. Any other? (please specify) √
2. Will the project create risk of contamination of ground/surface or drinking water, due to:
i) Effluents or leachates √
ii) Due to leakages √
iii) Any other? (please specify) √
3. Will the project increase or decrease?
i) Depth of GW table √
ii) Flow/quantity in water bodies √
4. Will the project have any possibility of water-logging? √
5. Will the project cause any air pollution? √
6. Will the project cause noise pollution? √
7. Will the project generate solid waste? √
8. Will the project result in cutting of trees? √ Some tree may be cut for execution
New trees will be planted for replacement
9. Will the project damage or disturb other service lines?
i) Water supply lines √
ii) Electric cables √ iii) Roads √ iv) Telephone cables √ v) Any other (please specify) √
10. Will the project cause any health hazard? √
11. Will the project create smell and/or smoke? √
12. Project cause any effect on flora and fauna? √
Annexure-L
Land Acquisition and Resettlement Impacts Checklist
1. Name of Subproject: Solid Waste Management Mailsi Town
2. TMA name: Mailsi 3. Sub-project Location (include map/sketch): Mailsi Town 4. Proposed Date of Commencement of Work: September 2006 5. Technical Drawings/Specifications Reviewed (circle answer): Yes--- No--- in process 6. Will the sub-project involve land acquisition or demolition
of existing structures? Yes/No, If yes, provide details. Yes
Land requirement for the sub-project (Ha): o (a) Prov. Govt. __x__ ha (b) Private 5.0 ha (c) TMA _0.3_ ha o (b) Community/ Religious Land __x___ ha (e) Other ___x____ ha
7. Current land uses of the above affected lands: (use) Agriculture (ha) 5.08. Existing users:
a) Number of Customary Claimants: x b) Number of Squatters: x c) Number of Encroachers: x d) Number of Owners: 3 e) Number of Tenants: x f) Others (specify) x g) Common facilities affected: (Describe) x
9.Whether any common facilities or other structures affected due to acquisition of above lands: No
10. Type of Plan required; (a) S 1 Resettlement Plan (b) S 2 Abbreviated Plan (c) No Plan required Yes 11. SMP Date --------------- submitted:
Have census, surveys and analysis identified all significant social impacts and affected people, and provided sufficient information for realistic plans? No people affected
Is draft SMP ready for disclosure? List consultations to date (dates, places, attendance, issues raised and project response): NIL
Is SMP adequate to mitigate all significant impacts? NA Are M&E mechanism sufficient to detect and correct likely problems?
No problem 12. Recommendation for Clearance and any Conditions required: No clearance
required Signed by M (E&S) Name: ______________________ Title: ______________________ Date: ______________________
Annexure-M
SOLID WASTE MANAGEMENT OF MAILSI TOWN COST ESTIMATE
Sr. No. Description Units Qty Rate Amount
(million) A. Equipment & Machinery 1. Multi loader Truck Nrs. 5 1,800,000 1.80 2. Containers (5m3) Nrs. 43 90,000 3.87 3. Tractors with trollies (240
Massy) Nrs. 2 700,000 1.40
4. Trollies Jacked Nrs. 2 250,000 0.50 5. Tractor with front end loader
(Millat 4 × 4) Nrs. 2 1,400,000 2.80
6. Tractor with front blade Nrs. 2 1,000,000 2.00 7. Wheel Barrow Nrs. 150 5,000 0.75 8. Water Bowsers (5000 lit) Nrs. 1 1,800,000 1.80 9. Litter Bins (45 gallons
metallic drum) Nrs. 60 3,000 0.18
10. Jeeps 1 700,000 0.70 11. Motor cycles Nrs. 2 50,000 0.10 12. Brooms Nrs. 2128 150 0.32
S. Total 16.22 B. Sanitary Land fill 13. Cost of land Acres 12 400,000 4.80 14. Cost of land development * Acres 7.5 400,000 3.00
S. Total 7.80 C. Civil Works 15. Workshop Sft 1600 450 0.72 16. Parking free Sft 15000 200 3.00 17. Guard Room Sft 300 400 0.12 18. Power Supply Job 1 200,000 0.20 19. Water Supply Job 1 5,0000 0.05 20. Approach Roads for
Workshop + Parking Job 1 1,000,000 1.00
21. Built area at land fill Sft 300 450 0.14 22. Approach road for land fill Job 1 1,000,000 1.00
S. Total 6.23 Grand Total 30.25
* The earth excavation in Landfills will be sold out. Hence nominal cost for development has been added.