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FIELD APPRAISAL REPORT
TMA TOBA TEK SINGH
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 Location .................................................................................................1
1.3.2 Area/Demography..................................................................................1
1.4 TMA/TOWN PROFILE ................................................................................2
1.4.1 History....................................................................................................2
1.4.2 Location .................................................................................................2
1.4.3 Area/Demography..................................................................................3
1.5 TMA STAFF PROFILE ................................................................................3
1.6 INSTITUTIONAL ASSESSMENT...............................................................3
1.6.1 TMO Office ...........................................................................................4
1.7 TOWN PLANNING ......................................................................................6
1.8 INFRASTRUCTURE & SERVICES ............................................................9
1.9 REGULATION............................................................................................10
1.9.1 Civil Suits/Chalans...............................................................................11
1.9.2 Encroachments.....................................................................................11
1.9.3 Advertisement Tax...............................................................................11
1.10 FINANCE ....................................................................................................13
2 FIELD APPRAISAL REPORT OF WATER SUPPLY SCHEME TOBA
TEK SINGH ...............................................................................................................15
2.1 PREFACE ....................................................................................................15
2.2 SUB SOIL WATER CONDITION .............................................................15
2.3 RATIONALE OF THE SUB PROJECT .....................................................15
2.3.1 Existing source of water supply...........................................................15
2.3.2 Main components of existing system...................................................16
2.3.3 Water service area................................................................................19
2.3.4 Production capacity..............................................................................20
2.3.5 Actual present production ....................................................................20
2.3.6 Water shortage .....................................................................................21
2.3.7 Chlorination .........................................................................................22
2.3.8 Consumer’s data...................................................................................22
2.3.9 Quality of water ...................................................................................22
2.3.10 Operation & Maintenance....................................................................23
2.3.11 O & M Financials.................................................................................23
2.4 NEEDS.........................................................................................................23
2.5 PROBLEMS ................................................................................................24
2.5.1 The source............................................................................................24
2.5.2 Canal frequent closures........................................................................24
2.5.3 Power shut downs ................................................................................24
2.5.4 Transmission main ...............................................................................25
2.5.5 Abandoned overhead reservoirs...........................................................25
2.5.6 Low production....................................................................................25
2.5.7 Deterioration of quality........................................................................25
2.6 IMPROVEMENT REQUIRED WITH JUSTIFICATION .........................25
2.7 THE SUB PROJECT ...................................................................................26
2.7.1 Description...........................................................................................26
2.7.2 Proposed design ...................................................................................27
2.7.3 Site suitability ......................................................................................30
2.7.4 Implementation period .........................................................................30
2.7.5 Proposed detailed design & construction supervision .........................31
2.7.6 Proposed plan for design & construction.............................................31
2.7.7 Operation & maintenance implications ...............................................31
2.7.8 Environmental & social issues.............................................................32
2.8 SUB PROJECT COST.................................................................................32
2.9 SERVICE DELIVERY & CAPACITY BUILDING INDICATORS .........34
2.9.1 Service delivery indicators...................................................................34
2.9.2 Capacity indicators...............................................................................34
2.10 RECOMMENDATIONS.............................................................................34
ANNEXURES ……………………………………………………… ... 35
Annexure A i
Annexure B ii
Annexure C iii
Annexure D iv
Annexure E v
Annexure F vi-vii
Annexure G viii
Annexure H ix
Annexure I x-xv
FAR-Institutional Development Component TMA T.T. Singh
Draft Version
1 INSTITUTIONAL DEVELOPMENT
1.1 BACKGROUND
TMA T.T. Singh has applied for funding from PMDFC for water supply and
sewerage schemes. After initial desk appraisal, PMDFC field team comprising the
members listed below visited the TMA for assessing its present institutional and
engineering capacity on 18-10-2005:
Mr. Mohammad Aashiq (Tech. Consultant)
Mr. Talal Ahmad (Manager-ID)
Mr. Ahsan Mehmood (Manager-ID)
Mr. Yousaf Solanki (Manager-Eng)
Mr. Saud Mukhtar (Dy. Manager-Fin)
1.2 METHODOLOGY
Appraisal is based on interviews, open-ended questionnaires and agency record
obtained from TMO and TMA staff. Debriefing sessions and discussions were held
with concerned individuals and groups.
1.3 DISTRICT PROFILE
Toba Tek Singh was notified as district with effect from 1st July, 1982 after slicing the
area comprising this district from Faisalabad as T.T. Singh was its sub-division. It
derives its name from the headquarters town named Toba Tek Singh.
1.3.1 Location
The district T.T. Singh is situated in the centre of the Punjab. It is surrounded on he
north by district Jhang and Faisalabad, on the west by district Jhang and on the east by
Faisalabad district. On the south, river Ravi makes a natural boundary and separates it
from the district Sahiwal and district Khanewal.
1.3.2 Area/Demography
The district consists of an area of 3252 square kilometres with a total population of
1,621,593 as per DCR 1998. It has three Tehsils/TMAs.
1. Toba Tek Singh
2. Gojra
3. Kamalia.
Punjab Municipal Development Fund Company 1
FAR-Institutional Development Component TMA T.T. Singh
Draft Version
The demographic details of the district are as:
1981-98
Population 1998 Avg.
Area Population annual
Tehsil Population Avg.
(sq.km.) Both Sex Urban 1981 growth
Male Female density/sq. HH rate
sexes ratio proportion
km. size (%)
T.T.Singh 1,000 617,035 314,658 302,377 104.1 617.0 9.7 7.1 435,280 2.07
Gojra 916 495,096 254,054 241,042 105.4 540.5 23.8 7.2 357,172 1.94
Kamalia 1,336 509,462 262,890 246,572 106.6 381.3 25.0 7.0 342,120 2.37
Source: District Census Report 1998, Population Census Organization, Statistics Division
Government of Pakistan, Islamabad
1.4 TMA/TOWN PROFILE
1.4.1 History
T.T. Singh Tehsil was formed in 1900 with Toba Tek Singh town as Tehsil
Headquarter, under the administrative control of Jhang district. It was raised to the
status of a sub-division in 1930 and district in 1982. After the implementation of the
Punjab Local Government Ordinance 2001, the headquarter sub division was given
the status of TMA.
T.T. Singh is named after a Sikh saint Tek Singh who maintained a water pond and
used to serve drinking water to the passers-by. He rendered a great humanitarian
service to the community and gradually the pond came to be called as ‘Toba Tek
Singh’ meaning the pond of Tek Singh. There was a small mandi (grain market) close
to that pond which subsequently flourished and grew into a town that was named T.T.
Singh after the name of the great benefactor of the area-Tek Singh.
T.T. Singh is also a colony district. The British from the beginning of the 20th century
constructed an extensive irrigation network to bring the agricultural lands under
cultivation that were lying uncultivated since long because of the non-availability of
irrigation water. For this purpose they also encouraged new settlements by attracting
the people from other populous areas. These settlements are called colonies and such
districts are called as colony districts.
1.4.2 Location
T.T. Singh is the headquarter of the district. To its north is Jhang at a distance of 29
km., to south Kamalia at a distance of 30 km., to east Gojra at 29 km. and to the west
Shorkot at a distance of 29 km.
T.T. Singh is situated to the west of Faisalabad and is connected with it both by road
and railway. By rail, the distance from Faisalabad is 79 km. By road there are two
routes, viz. Faisalabad-Samundari road and Faisalabad-Jhang road. The distance via
both routes is almost equal (112 km).
Punjab Municipal Development Fund Company 2
FAR-Institutional Development Component TMA T.T. Singh
Draft Version
1.4.3 Area/Demography
T.T.Singh TMA is the oldest and most important Tehsil of the district. It spreads over
an area of 1000 square kilometres with a population of 617,035 (as per DCR 1998).
The TMA comprises of 32 Union Councils (29-Rural, 03-Urban) with only one CO
unit namely T.T. Singh.
The detail of CO Unit is as:
Population 1998 1981-98
Avg. annual Avg. HH
CO Units Population 1981
growth rate size
Both sexes Male Female (%)
T.T. Singh
59,938 30,534 29,404 37,844 2.74 7.5
(Headquarter
Source: District Census Report(DCR) 1998, Population Census Organization, Statistics Division
Government of Pakistan, Islamabad
1.5 TMA STAFF PROFILE
Sr. Date of Service Experience
Name Designation Qualification
# Joining TMA cadre (years)
Mohammad M.Sc.
1 TMO 15.08.2001 LCS 23
Saleem Khan (Physics)
2 Abdul Rauf TO (I&S) 04.12.04 LG&RD *DAE(Civil) 26
Mohammad B.Sc. (Town
3 TO (P) 19.11.04 LCS 11
Aslam Planning)
B.Sc. (Hons.
4 Afzal Pervaiz TO (F) 16.03.05 LCS 31
Agriculture)
5 Vacant TO (R) Additional Charge with TO (P)
*DAE = Diploma in Associate Engineering
1.6 INSTITUTIONAL ASSESSMENT
The ID team of PMDFC assessed the institutional and personal capacity of TMA T.T.
Singh for accomplishment of mandatory functions as per PLGO 2001 in general and
of (I&S) office for execution of proposed water supply and sewerage scheme in
particular.
The FAR includes the proposed performance improvement plan for each office based
on the discussion with respective TMA staff. The details are as under.
Punjab Municipal Development Fund Company 3
FAR-Institutional Development Component TMA T.T. Singh
Draft Version
1.6.1 TMO Office
TMO is the focal person in TMA. He is also the Principal Accounting officer of
TMA. His responsibilities include coordination of activities of all Tehsil offices and
execution of sanctioned policies of TMA. During the field appraisal, ID team
discussed the following issues related to the office of TMO:
A Complaint Cell
Complaint cell has been established as per PLGO 2001. TMA has prepared a
complaint register to keep track of reported complaints. But most of the record is
about complaints received in writing. While TMA staff told that most of the
complaints are lodged orally and no is maintained. TMA has not developed any
reporting mechanism from concerned staff to TMO regarding disposal of complaints.
B Dissemination of Information
TMA has no institutional arrangements in place for dissemination of information to
the citizens. There is no website of TMA to display its achievements, goals,
infrastructure development and public response or feedback. There is no concept of
report cards. As in other TMAs, there is no reporting system between the TMA and
the Provincial Government. Annual budget is the only way of information forwarded
to Provincial Government. A proper monitoring system by Provincial Government
under PMSIP is definitely required.
C Community Driven Development
The concept of community driven development is not new for the people of T.T.
Singh Tehsil. The first NGO in the tehsil was registered in 1972. Details of registered
NGOs are:
• Number of registered NGOs in district = 124
• Number of registered NGOs of Tehsil T.T. Singh = 62
• Number of registered Urban NGOs of Tehsil = 20
• Number of registered Rural NGOs of Tehsil = 42
As far as CCBs are concerned, this concept has been introduced through PLGO 2001.
But it could not be implemented due to the non-existence of rules for their operation.
CCB Rules were notified as late as 14.04.03, as a result of which CCBs were
registered at a belated stage. The TMA T.T. Singh did not reserve/allocate any funds
for CCBs in annual development programme of yea 2001-02 & 2002-03. Hence no
project was undertaken through CCB during this period.
Total number of registered CCBs of TMA T.T. Singh is 161 out of which only 24
CCBs have taken up development projects (total 30 projects). Out of these 30 initiated
sub-projects, 16 have been physically completed and remaining are in progress.
Punjab Municipal Development Fund Company 4
FAR-Institutional Development Component TMA T.T. Singh
Draft Version
The details of year wise allocation of funds for CCBs in TMA T.T. Singh are as:
Funds Allocated (Rs.) Funds
Sr. Un-Spent
Year Reserved
No. (Rs.)
(Rs.)
Actual Liabilities Total
2001-02 - - - - -
2002-03 - - - - -
2003-04 9,000,000 - 9,000,000 3,469,125 5,530,875
2004-05 9,631,000 5,530,875 15,161,875 6,214,680 8,947,195
Total 18,631,000 9,683,805
Category-Wise Details of Sub-Projects Undertaken Through CCBs in TMA T.T.
Singh.
Sr. No. of Projects Total Estimated
Project Category
No. Undertaken Cost (Rs.)
1 Cattle Pound 04 1,935,980
Jinaz Ghah (place for funeral
2 12 3,296,100
prayers)
3 Water Supply Scheme 08 4,376,035
Boundary Wall around Grave
4 02 1,409,500
Yard
5 R.C.C. Sewer Pipe Line 01 150,000
Drains, Oxidation Pond &
6 02 950,000
Sullage Carrier
7 Re-Soling & Culverts 01 34,000
Total 30 12,151,615
After in-depth discussion with TMA staff, the following Performance Improvement
Plan is proposed for the office of TMO in TMA T.T. Singh.
PIP Tasks PMDFC Interventions Performance Indicators
(i) Citizens’ complaint cell • Provide standard design of the • Number of complaints
setup and computerized Complaint center. computerized/tracked
complaints tracking • Provide Standard Operating
system started Procedures (SOPs) for the • Number of complaints
Complaint center. disposed off as per
• Provide hands on training for SOPs.
the implementation of
complaints center SOPs.
Punjab Municipal Development Fund Company 5
FAR-Institutional Development Component TMA T.T. Singh
Draft Version
PIP Tasks PMDFC Interventions Performance Indicators
• Provide computerized system
for complaints tracking and
analysis.
(ii) TMA website • Provide template for website • Website contents are
developed design. updated regularly.
• Finance the cost of website
development and initial • Number of citizens
hosting. accessing the website
• Training of TMA staff for (per month)
regular update of websites.
(iii) Initiation of • Community mobilization • Number of CCBs
development schemes through PMDFC social registered during the
through CCBs. mobilization consultant. financial year
• Number of CCBs
which initiated CCBs’
schemes during the
financial year
• Percent of CCB
allocation utilized
during the financial
year.
(iv) Training needs • Formation of training • Number of TMA staff
assessment of TMA calendar trained under each TO.
staff by TMO • Make requisite arrangements
for trainings.
1.7 TOWN PLANNING
PMDFC ID team met TO (P) and his staff and discussed planning processes and
activities in the TMA.
PMDFC team found the town clean. It looks somewhat a and planned town. Most of
the streets are wide and TMA has done good work in maintaining the municipal
infrastructure. City is not growing rapidly as it has little industry that is a pull factor
for rural-urban migration.
Punjab Municipal Development Fund Company 6
FAR-Institutional Development Component TMA T.T. Singh
Draft Version
Following Table compares the available posts and filled posts.
Detail of Posts in Planning department (TMA-T. T. Singh)
s/no Post Available Posts Filled Posts
1 TO(P) 1 1
2 Sub.Engr. 1 1
3 Draftsman 1 1
4 Building inspector 2 1
5 Tracer 1 no
6 Sr.clerk 1 1
7 Jr Clerk 1 1
8 Assistant 1 no
9 Naib Qasid 2 1
The office of TO (P) is very crucial office in TMA setup. It has been allocated the
following business:
1. Prepare spatial plans for the tehsil/town in collaboration with Union
Administrations including plans for land use, zoning and functions for which
tehsil/town administration is responsible;
2. Exercise control over land use, land sub-division, land development and
zoning by public and private sectors for any purpose including agriculture,
industry, commerce, markets, shopping and other employment centres,
residential, recreation, parks, entertainment, passenger and transport freight
and transit stations;
3. Building control;
4. Execute and manage development plans;
5. Develop and manage schemes including site development in collaboration
with District Governments and Union Administrations;
6. Compile information provided by Union and Village Councils of prioritized
projects in the tehsil/town; and
7. Maintain municipal records and archives.
TO(P) Iftikhar Ali Chauhdry is a qualified town planner and is a Local Government
employee and has 11 years experience with Local Government system. Sub-engineer,
Saeed Akhtar is from PHED and has 19 years experience in planning colonies for his
parent department. Sr Clerk, Hamid Sarfraz is also from PHED and has experience in
data collection, surveying and report writing.
During the discussions it was revealed that the Planning office needed detailed
information on the characteristics and requirements of all land uses, physical, spatial
and economic activities that might guide the future shape of the city. But this requires
up to date maps. Maps like land use and services are not available with the TMA and
the one available is obsolete and out dated. Topographical maps that are essential for
efficient infrastructure and city management are non-existent.
Punjab Municipal Development Fund Company 7
FAR-Institutional Development Component TMA T.T. Singh
Draft Version
Qualified TO Planning yes
Spatial Planning no
Spatial plan no
Land use map yes
Zoning map no
Base map no
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 yes
Long term Dev. Program and Budget no
Plan Formulation: Because development plans are not based upon data and therefore
made without knowing the actual needs. The absence of data means that prioritization
of plans remain uninformed by the ground realities which results in piecemeal
development.
These are just preliminary observations about planning in TMA T. T. Singh. In depth
study of the Planning process and problems shall be conducted by Urban Planning
Consultants to be hired by PMDFC to assist TMA in determining the growth of city,
location of new housing, commercial and industrial buildings, land use conversions,
existing city zones. The consultants will also update base maps by mapping all the
services like roads, water supply, sewerage and solid waste collection and disposal.
All such maps and data will be a great help to TMA in adequately providing services,
avoiding lop-sided development, exercising development control and in ascertaining
the future requirements of the city.
After detailed discussion with TO (P) and his staff, the following Performance
Improvement Plan is proposed for the office of TO (P) in TMA T. T. Singh
Punjab Municipal Development Fund Company 8
FAR-Institutional Development Component TMA T.T. Singh
Draft Version
PIP Tasks PMDFC Interventions Performance Indicators
(v) Setting up of • PMDFC will arrange for • Basic maps prepared
GIS, mapping of satellite images of the • Database of infrastructure developed
services and TMA. and thematic maps prepared.
developing a • PMDFC will develop
database of standard formats for
services. 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.
(vi) Preparation of • PMDFC will arrange for • Number of development / capacity
action plan data collection, analysis projects executed out of prioritised
and prioritisation of list.
development and capacity
projects.
1.8 INFRASTRUCTURE & SERVICES
Infrastructure & Services office is the back-bone of Tehsil Municipal Administration.
It is responsible for provision, management, operation, maintenance and improvement
of the municipal infrastructure.
In TMA T.T. Singh, TO (I&S) is a diploma holder Civil Engineer from LG&RD
department. The appraisal brought out that there was a shortage of technical
equipments like surveying equipments, lab testing equipments, etc.
During discussions, it was revealed that most of the I&S staff were willing to receive
trainings on computer applications, use of modern technical equipments, preparation
of project documents (designs & estimates).
After detailed discussion with TO (I&S), the Following Performance Improvement
Plan is proposed.
P I P T a s k s PMDFC Interventions Performance Indicators
(i) Development of skills in • PMDFC to arrange training • Number of PC-I to PC-
preparation of PC-I to PC- sessions to train TMA staff for V designed and got
V. the preparation of PC-I to PC- approved from the
V. competent forum.
• PMDFC to review the PC-I to –
PC-V prepared by TMAs.
(ii) Water Supply • PMDFC will arrange hands-on • Number of Trainings /
trainings in: Workshops held
Punjab Municipal Development Fund Company 9
FAR-Institutional Development Component TMA T.T. Singh
Draft Version
Improvement in Operation, o Operation of tube wells, • No. of relevant TMA
Maintenance and Management of reservoirs, Valves staff trained in specified
Water Supply Systems areas.
o Preventive maintenance
o Removal of leakages
Enhancement of revenue
generation. • PMDFC will help develop
systems for:
o Updating of consumer
records and detection of • Increase in number of
illegal connections consumers
• Number of illegal
connection
o Collection of arrears detected/removed
during the financial
year.
o Proper maintenance of • Reduction in illegal
record of electricity bills connections compared
and reconciliation of with last FY.
WAPDA dues. • %age increase in arrears
recovery compared with
o Separate accounting for last FY.
water supply system.
• %age reduction in the
o Rationalized water amount of over billing
distribution at by WAPDA..
consumer/household
level.
o Computerized consumer
billing system
o Maximization of
production capacity of
existing tube wells.
(iii) Development of • PMDFC to help develop data • Number of municipal
computerized database of collection. services for which
municipal services. • PMDFC to provide standard complete database is
template in Excel spreadsheets developed.
for data analysis and periodic
data updates.
• PMDFC to provide necessary
training for data collection and
periodic data update.
1.9 REGULATION
The office of TO (R) is extremely crucial in TMA setup. Its duties include to regulate
market & services; issue licences, permits, grant permissions & impose penalties for
violation thereof; management of municipal lands, estates, properties, facilities, assets
& enterprises vested in TMA. It is also responsible for enforcement of municipal
laws, rules and by-laws governing the functioning of TMA. Prevention of
encroachments on public lands and places; prosecution and follow up of criminal,
civil and recovery proceedings and regulation of affixing of signboards and
Punjab Municipal Development Fund Company 10
FAR-Institutional Development Component TMA T.T. Singh
Draft Version
advertisements are some other important functions of Tehsil office Municipal
Regulation.
The details of some of these functions as studied are:
1.9.1 Civil Suits/Chalans
Details of Civil Suits
Opening Added new Cases
Year Total Balance
balance cases disposed of
2002-03 14 61 75 11 64
2003-04 64 46 110 30 80
2004-05 80 15 95 15 80
Details of Chalans
Number of Fine amount
Nature of chalan Receipts
chalan (Rs.)
Year 2003-04
Sanitation 34
Temporary Encroachments 102
64 12,975
Water Rates 283
Price Control 55
Sub-Total 474
Year 2004-05
Sanitation 50
Temporary Encroachments 145
Water Rates 380
Price Control 144
Sub-Total 719
1.9.2 Encroachments
Status of encroachment removal
Year Temporary Encroachments Permanent Encroachments
2003-04 375 40
2004-05 241 03
1.9.3 Advertisement Tax
TMA has issued a notification on 20th June 2002 as per PLGO 2001 requirements,
specifying the revised rates of advertisement tax, which are:
Punjab Municipal Development Fund Company 11
FAR-Institutional Development Component TMA T.T. Singh
Draft Version
New sign board advertisement Rs. 10/sq.ft/annum
Other advertisement boards Rs. 5/sq.ft/annum
In notification, following terms and conditions are laid down:
1. This tax would be collected from TMA revenue boundary
2. Those sign/neon boards that are attached with TMA street lights, an extra
electricity bill would be charged as identified by TMA
3. The boards belonging to government departments and TMA would be
exempted from this tax. Only those religious signboards are allowed that are
not of sectarian nature. They are also exempted from advertisement tax.
However this tax collection has been leased out by TMA. The amounts against which
TMA has leased out this tax are as:
Year Leased Amount (Rs.)
2002-03 150,000
2003-04 195,000
2004-05 225,000
In consultation with TO (R) staff, the following Performance Improvement Plan is
proposed for the office of TO (Regulation) in TMA T.T. Singh
PIP Tasks PMDFC Interventions Performance Indicators
Development of computerized PMDFC to provide • %age reduction in
data base of: software / hardware for pendency in legal cases
building up data base. compared with last FY.
• legal cases for proper
monitoring • %age increase in revenue
compared with last FY.
• advertisement and signboards
• Licenses and permits
• Municipal estates and
properties
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FAR-Institutional Development Component TMA T.T. Singh
Draft Version
1.10 FINANCE
TMA T.T. Singh is placed at seventh number in ranking of TMAs, when the criterion
used for selection of TMAs was applied on the data of FY 2003-04. TMA has a ratio
of own-source revenues to total revenues of 0.64 while ratio of utilization of
development funds to total available funds for development is 0.67.
TO (F) is a BPS 17 officer from Local Government service and does not have any
experience in Finance. He had received no training in Finance. The situation can be
improved by imparting relevant training to the TO (F) and his staff in accounts and
budget rules under the new law as well as use of computer software.
The TO (F) office maintains the books of accounts manually. All the books and
accounts are reconciled on monthly basis. However, no reports are produced for
management. There is scope for computerization of working of TO (F) office, which
will result in generating reports for management decision making.
The table shows revenue collected from water rates against budgetary targets:
Rs. In million
2002-03 2003-04 2004-05
% % %
Rs. Rs. Rs.
Collection Collection Collection
Budget 3.10 3.20 3.2
Collection 1.91 61% 1.93 61% 1.73 54%
The figure shows that TMA collected around 60% of its budgeted water rates during
the first two years while the collection decreased in third year. TMA did not increase
the water rates during these years.
The table shows revenues of TMA during previous three years:
Rs. In million
2001-02 2002-03 % Change 2003-04 % Change
Govt. Grants 10.84 41.76 285% 43.18 3%
Own Source
32.65 84.73 159% 75.78 -10.50%
Revenue
The table shows that during the second year TMA had a substantial increase in both
sources of revenue, while in third year there was a slight decline in own-source
revenue.
The following table shows utilization of funds for development and non-development
expenditure during year 2003-04:
Rs. In million
2003-04 %
Total Revenue 146.21
Non-Development
37.55
Expenditure 26%
Development
72.94 50%
Expenditure
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FAR-Institutional Development Component TMA T.T. Singh
Draft Version
TMA spent 26 % of its funds on non-development activities, 50% of its funds were
used for development works and 24% remained as closing balance.
The Following Performance Improvement Plan is proposed for the office of TO
(Finance) in TMA T.T. Singh
PIP Tasks PMDFC Intervention Performance Indicators
• Adoption/compliance • PMDFC accounting software to be • Computerized annual budgets
of budgetary and designed based on PLGO and accounts prepared according
accounting requirements. to PLGO requirements.
procedures as • PMDFC to hold workshops / • Service sector wise analytical
prescribed under training on budget preparation and information available from TMA
PLGO. accounting procedures using accounts.
accounting software.
• TMAs where computerization is
not possible, PMDFC will hold
workshops on manual
bookkeeping and budget
preparation.
• Training / workshops to be focused
on improving the quality budget
estimates.
• Computerization of • PMDFC to assess the feasibility of • Number of officials using
financial systems implementing accounting software. financial management system as
• PMDFC to provide software for a tool.
bookkeeping. • Number of TMA staff
• PMDFC to provide consulting undergone training in using
services for the implementation some financial management
support and training of TMA staff software
for the accounting software.
• Analysis of user • PMDFC to organize workshops to • Cost of delivery of municipal
charges and related introduce and formalize services available separately.
costs on periodic procedures for analyzing the user
basis charges for various services and
comparing with the cost of
delivery of services as well as cost
of collection of user charges.
• Enhancement of • Updating of consumer records and • Percent increase in own source
revenue generation detection of illegal connections revenues every year.
• Collection of arrears • Percent increase in TMAs own
• Proper maintenance of records of contribution to development
electricity bills and reconciliation expenditure
of WAPDA dues • %age increase in arrear recovery
• Computerized consumer billing compared with last FY
system • Reduction in illegal connections
compared with last FY
• %age reduction in the amount of
over billing by WAPDA
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FAR –Engineering Component (Water Supply) TMA Toba Tek Singh
2 FIELD APPRAISAL REPORT OF WATER SUPPLY SCHEME TOBA
TEK SINGH
2.1 PREFACE
This Sub project Field Appraisal Report (FAR) has been prepared by the Punjab
Municipal Development Fund Company (PMDFC), for improvement and extension
of water supply scheme, as proposed by Tehsil Municipal Administration Toba Tek
Singh.
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 Toba Tek Singh 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 Toba Tek Singh at
an affordable rate, reducing the water borne diseases and improving health
standards.
2.2 SUB SOIL WATER CONDITION
The under ground water is brackish and therefore not fit for human consumption.
Quite a few dwellings in the vicinity of canal/water courses and irrigation minors,
have installed hand pumps to draw water from shallow depths for domestic
consumption. The main source of Municipal water supply is the canal water,
which is supplied to the urban population after treatment by slow sand filtration.
To cope with the closure of canal, raw water storage tanks have been provided.
The surface water from canal is supplemented by shallow tube wells to draw sub
soil water, which is mainly recharge from the Lower Gogera Branch Canal passing
on South East of the town.
2.3 RATIONALE OF THE SUB PROJECT
2.3.1 Existing source of water supply
Existing water sources comprise of:
• Water Works No.1, located near Tehsil office. It was constructed in mid
thirties of 20th century.
• Water Works No.2, located on Akalwala road in front of Jinnah Public School.
It was completed during 1980.
• Water Works No.3, located near government housing colony No.1.
Raw canal water is treated in these water works and is pumped into the
distribution system directly as well as through overhead reservoirs constructed at
different places.
• Nine shallow tube wells are located at the bank of Lower Gogera Branch
Canal near Bhagat Canal rest house. The designed capacity of each tube well
is 0.6 cusec. These tube wells were installed during late 80s.
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FAR –Engineering Component (Water Supply) TMA Toba Tek Singh
• Shallow tube wells installed in the premises of water works-1, 2 & 3, which
pump seepage water from raw water storage tanks.
Layout plan of the said existing water sources is presented in plan attached.
2.3.2 Main components of existing system
• Water works
(I) Water Works No.1
Sr. Capacity
Description Nos. Size Remarks
No. (Gallons)
Sedimentation 265’ x 185’ x 12’ 3,676,875 In good condition
1
Tank 370’ x 98’ x 11’ 2,492,875
1 1
220’x 155’ x 10’ 2,131,250
1
Total 8,301,000
48’ x 25’ each
Require change of
2 Filter Beds 10 @30 360,000
filter media
gallon/sft/day GPD
Clear Water
3 1 105’ x 17’ x 12’ 133,875 Require de-silting
Tank
Abandoned due to
4 Shallow T/wells 4 0.3 cusec 1.2 cusec
brackish water yield
Clear water tank
5 for tube well 2 46’ dia 16’ deep 166100 In good condition
water
(II) Water Works No.2
Sr. Capacity
Description Nos. Size Remarks
No. (Gallons)
Sedimentation
1 2 500 x 230 x 12’ 17,250,000 Good condition
Tank
55 x 100’ each @
1,320,000
2 Filter Beds 4+4 30 gallon/sft/day Good condition
GPD
Clear Water 57’ dia 10’
3 1 159,484 Require de-silting
Tank working depth
0.60 cusec
1 No. = 0.2 cusec Yielding still fresh
4 Shallow T/wells 2
1 No. = 0.4 cusec water
(III) Water Works No.3
Sr. Capacity
Description Nos. Size Remarks
No. (Gallons)
One always empty
Sedimentation
1 2 300 x 88 x 12’ 3,960,000 due to shortage of
Tank
raw water
20 x 50’ each 120,000
2 Filter Beds 4 Working order
@ GPD
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FAR –Engineering Component (Water Supply) TMA Toba Tek Singh
30 gallons/sft/day
Clear Water 27’ dia 10’
3 1 40,000
Tank working depth
4 Shallow T/wells 0.20 0.20 Yielding fresh water
(IV) Water Works No. 4
It consists of Shallow tube wells installed along bank of lower Gogera Branch canal.
Total No of tube wells = 9 Nos
Designed capacity each = 0.60 cusec
Working hours/day = 12
Total designed production capacity = 5.4 cusec
With 12 hours working /day capacity = 1.46 MGD
Depth of tube well = 120’
Strainer 8” dia = 40’
TDS value at the time of installation in year 1989 = 266-367 ppm
(V) Water Works No.5
Previously water works No.1 was supplied raw canal water from Taiko minor,
through a watercourse of 4.0 Km length. This water was polluted by cattle, industries
and commercial concerns, by pouring in garbage, grease, oils and other solid and
liquid wastes. Efforts were made to protect this water, by laying pipeline with gravity
flow which was silted up. Then some portion of this watercourse was lined and
covered but people broke the top slabs and pollution of water started again.
There was no other alternative left except to filter the water near to its source and
pump it through a pipeline into the clear water tanks of w/w No.1. A scheme of water
treatment plant with slow sand filters is under execution by PHED, near to Taiko
minor and will be commissioned by Dec 2005. Water after treatment (filtration) will
be pumped through a 14” i/d AC “B” class transmission main 9,500 Rft long, into
clear water tanks of w/w No.1. The production capacity is 1.081 MGD. Filter units &
sedimentation tanks of w/w No.1 will be abandoned. Main features of this w/w are as
under:
Description Nos. Size Capacity
Sedimentation tanks 2 500’ x 250’ x 5 78,12,500 Gallons
100’x70’ @
Filter beds 4 1,120,000 GPD
40 Gallons/Sft/Day
Clear water tanks 2 30 ft dia 8 ft depth 70,650 Gallons
14” i/d AC “B” class
Transmission main 1 1.081 MGD at 16 hrs/day
9500 Rft
1.5 Cusec discharge 80 ft
Pumping machinery 3 1.081 MGD at 16 hrs/day
head one stand by unit
• Transmission main from tube wells to city
Water produced by tube wells (9 No) located on bank of lower Gogera Branch canal,
is pumped into a ground storage reservoir in the town, through 16” i/d A.C
transmission main with a length of 35,000 Rft.
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FAR –Engineering Component (Water Supply) TMA Toba Tek Singh
Intermediate pumping station (IPS)
The capacity of ground storage tank at IPS is 1.66 lac gallons. The capacity and
number of pumping units installed at this IPS is as under:-
Type of Designed Actual Working Water Production
Sr. # Pumping Pump Capacity Discharge Hours for 16 hours/day
Unit Cusec GPH Hour designed Actual
MGD MGD
1 No.1 CP* 1.5 1.22 16 0.54 0.44
2 No. 2 CP 1.5 1.22 16 0.54 0.44
Total 3.0 2.44 16 1.08 0.88
* Centrifugal pumping unit
Ground storage
Ground storage is available at four places in the town as given below.
Location Capacity of Storage of clear water (MGD)
Total
For filtered water For tube well water Ground
Capacity
Total Total
No. of Capacity No. of Capacity
capacity capacity MG
tanks (MG) tanks (MG)
(MG) (MG)
W.works
1 0.134 0.134 2 0.166 0.332 0.466
No. 1
W.
works 1 0.159 0.159 - - - 0.159
No. 2
W.Works
1 0.04 0.04 - - - 0.04
No. 3
IPS - - - 1 0.166 0.166 0.166
Total 3 0.333 3 0.498 0.831
Overhead storage
The detail of overhead storage in the city is as under:-
Sr # Location Capacity (gallons) Height (ft)
1 Near fire brigade station Jhang road. 30,000 65
2 Para colony Jhang road. 20,000 65
3 Near Akbari Masjid 50,000 70
4 Near Masjid Ehl-Hadith 50,000 70
5 Waryam road near chungi 30,000 65
6 Housing colony no.1 20,000 70
7 Officers colony DCO road 50,000 70
8 Water works no.1 50,000 60
Total 330,000
= 0.33 MG
Water distribution system
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FAR –Engineering Component (Water Supply) TMA Toba Tek Singh
The water distribution network consists of pipe sizes ranging from 3 inches to 10
inches diameter. The pipe material used comprises; galvanized iron, cast iron,
asbestos cement, and uPVC pipes. Part of the distribution system, particularly in the
older part of the town, was laid during thirties of the 20th century and comprises cast
iron pipes. Most of these pipes have expired their life. These pipes are being replaced
now by TMA with galvanized iron pipes, uPVC and AC pipes.
The entire water network including transmission main and distribution system is
given as under:
Rising Mains Size (inch) Length (ft)
Tube well No.8 to 7 8 1,100
Tube well No.7 to 6 8 1,100
Tube well No.6 to 5 10 1,100
Tube well No.5 to 4 10 1,100
Tube well No.4 to 3 10 1,100
Tube well No.3 to 2 12 1,100
Tube well No.2 to 1 12 1,100
Tube well No.1 to 9 12 400
Tube well No.9 to T/M 8 800
IPS-1 to O/H No.6 10 1,000
WW-1 to O/H No.5 8 6,500
WW-1 to O/H No.2 8 3,100
Tube wells to WW-1 16 35,000
Total-A 53,300
Water distribution Net Work (ft)
Previous.
Size Recently Laid (ft) Total Length (ft)
Length (ft)
3 42,900 36,940 79,840
4 7,150 8,865 16,015
6 5,600 27,125 32,725
8 12,050 9,000 21,050
10 7,150 - 7,150
12 42,900 - 42,900
Total-B 117,750 81,930 199,680
Excluding replacement pipes 117,750
Grand Total (transmission + distribution / A+B) 171,050
At certain locations, the pipes, particularly galvanized iron pipes have completed their
serviceable life, which are reported to be heavily corroded and rusted. Some of them
are incapacitated due to increase in water demands. The distribution of water in the
recently developed low-income areas, is either not available or their inadequacy is
reported.
2.3.3 Water service area
Presently majority of area is served with water supply system. Recently developed
new settlements and some of the urban expansions are not served presently.
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FAR –Engineering Component (Water Supply) TMA Toba Tek Singh
2.3.4 Production capacity
The maximum production capacity of all sources has been worked out by taking
under mentioned factors into account.
• The filtration rate has been taken as 30 gallon/sft/day of the filter area.
• The working hours of the tube wells installed near sedimentation tanks have been
taken as these are presently operating because the water quality is quite good
(ranging from 350-400 p.p.m in w/works No. 2 and 500-600 p.p.m in water works
No. 3 T/wells).
• The tube wells in water works No.1 have been abandoned because of deterioration
of quality of water badly.
• The working hours of T/wells at Bhagat Rest House have been taken as 12
hour/day as these cannot be increased because of brackish water intrusion. The
quality of water has already deteriorated to 900-1000 p.p.m TDS value. The
pumping for more than 8-12 hours/day is not recommended. Hence these T/wells
will have to be staggered in operation.
• The maximum production capacity of the entire source has been given on
Annexure-B, which works out to be 3.085 million gallons per day (MGD).
2.3.5 Actual present production
The present actual production of water per day, in the entire system, has been worked
out by measuring the discharge of different pumping units and the working hours of
these units/day as intimated by TMA operation staff.
There are no bulk water meters available with pumping units. Hence the crude method
of measuring discharge by noting time of filling the overhead reservoirs/ground
storage tanks or emptying the clear water tanks, has been adopted. The total present
production has been estimated to be 1.806 MGD (excluding water works No. 1 which
is out of production and has been abandoned) in the periods when the canal/minors
are in operation and canal water is available to all water works (see Annexure-C).
This production capacity falls drastically when these canals are closed for prolonged
periods.
Canal closure periods
The main Lower Gogera Branch Canal is closed for one and a half (1-1/2) months in
winter season (Dec-Jan) where as the minors are closed for one week in every month
due to rotation because of shortage of water in addition to the 1-1/2 month period
mentioned above. There are number of other non-scheduled closures during the year
which are non predictable and depend upon availability of water in rivers and
distribution of water between the provinces. In this way the shortage of water is often
created due to canal closures.
Per capita present supply
• With a total present production of 1.806 MGD and present population of 72,423
persons, (year 2005) the per capita supply works out to be 25 GPCD. Apparently
this seems to be fair for this city but the canal closures mentioned above have
created serious problems of water shortage. Neither enough supplies to meet this
shortage are available from Irrigation Department, nor enough storage capacity
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FAR –Engineering Component (Water Supply) TMA Toba Tek Singh
of raw water is available in the water works to meet the gap of canal closures. As
such there are some days in a month when no water is available to the people.
• Another problem resulting in water shortage is the load shedding and frequent
break down in rural 11-KV feeder of WAPDA, which supplies power to T/wells
installed at Bhagat Rest House. At the time of visit, the water works No.1 was
completely dry. Water works No.2 had a very small quantity of water left in
sedimentation tank. In water works No.3 only one sedimentation tank was
having a small quantity of water where as second was completely dry (in the
past as well) due to short supplies. The tube wells had a power break down for
the last 12 hours and most of the city was without water.
• For adequate water supply to the people, we must have 40 GPCD criteria and the
source should be designed at max. day demand.
Configuration
The whole of the town has been divided into two sectors i.e sector-I & sector II. The
railway track is the dividing line. Sector I falls on Northern side while sector II is on
the Southern side of the railway track. Sector-I comprises three Zones i.e zone 1, 2 &
3 and sector-II consists of only one zone.
Water from shallow tube wells in the vicinity of Lower Gogera Canal near Bhagat
Rest House is pumped through a rising main 16 inches diameter to intermediate
pumping station (IPS). The transmission main is extended to water works No.1 for
supply of water into ground storage tanks. Water from water works No.1 is further
pumped into distribution system through overhead reservoir or by direct pumping
through a by pass arrangements when need so arises. The IPS is located near DCO’s
office where a ground storage tank and pump house have been constructed. Water
from IPS is pumped either to distribution system through overhead reservoir or
directly fed to distribution system which is supplying water to sector-II.
2.3.6 Water shortage
In spite of a production of 1.806 MGD against an available production capacity of
3.08 MGD, 0.831 MG ground storage and 0.33 MG over head reservoir storage, the
water shortage is experienced nearly in the entire town and specially in the under
mentioned parts of the city:
1. Jinnah colony
2. Disposal colony
3. Muhallah Eid gah
4. Sarhand colony
5. Shuja colony
6. Shareef colony
7. Bakhshi park
8. Madina colony
9. Zia colony
10. Gow shala
11. New Islam pura
12. Kachi abadi
13. Mehmood abad
14. Garden town
15. Abadi Pir Mansoor
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FAR –Engineering Component (Water Supply) TMA Toba Tek Singh
16. Gulistan colony
Water shortage is intensified in the periods of canal closure when no surface water is
available and the stored raw water, in sedimentation tanks, is also consumed. The only
source available then, is ground water. At times when electric breakdown is
experienced at Bhagat area, there is no water at all in the city. Such instances have
been repeated many times and this was the situation during visit of PMDFC team to
this city.
Tehsil Administration has adopted the water rationing system and they continue to
supply water to different segments of city round the clock with a maximum of two
hours supply to each segment. Nearly all OHRs are closed due to less availability of
water as per explanation of TMA staff. Number of Abadies / Muhallas get water
during night. Number of reasons for this water shortage were observed which have
been explained in the caption of “Problems”.
2.3.7 Chlorination
No gas chlorination is being done at present except for the addition of bleaching
powder solution, which is used to disinfect water regularly. The solution is added in
clear water tanks.
2.3.8 Consumer’s data
No. of domestic connections = 8,000
No. of commercial connections = 66
Industrial connections = 01
Total = 8,067 Nos.
Flat rate for:
Domestic connection = Rs. 30 / month
Commercial connection = Rs. 150 / month
Industrial connection = Rs. 13,200 / month
2.3.9 Quality of water
Chemical
• The chemical quality of water from treatment works is quite fair. The TDS
value of filtered canal water is ranging from 180 to 225 ppm whereas the tube
well installed in water works No. 2 & 3 are yielding water with TDS value of
400 & 600 ppm respectively. When both waters are mixed, the quality is quite
good for drinking purposes.
• The chemical quality of water being produced from Bhagat tube wells,
depend upon the periods of closure of canal and the working hours / day of each
tube well. The quality deteriorates when excessive pumping (more than 12
hours / day) is done and when canal is closed for longer periods say 1 or 1.5
months. At the time of visit, the canal was closed and only five (5) tube wells
were being run upto 16 hours / day. The TDS value of tube well No.1 measured
at site was near to 1000 ppm, whereas at the time of installation of these tube
wells in year 1989, water had TDS value of 270 ppm.
Bacteriological
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FAR –Engineering Component (Water Supply) TMA Toba Tek Singh
Very few complaints about contaminated water are registered in TMA. These
complaints are normally due to mixing of drain water with drinking water in
consumer connection due to substandard installations and materials. However, no
leakage was noticed during visit. The complaints are redressed by replacement of
pipes and materials of consumer connection by proper installation.
2.3.10 Operation & Maintenance
The O & M of the present scheme is being done by TMA staff (26 Nos.). TMO told
that they are short staffed and need 27 additional staff, which could not be recruited
due to ban on recruitment. This staff is mostly busy with regulation of valves to have
rationing of water because of shortage. The management is very poor and no attention
is given to timely repair of the pumping machinery although TMA is giving due
attention to solid waste management and maintenance of parks as the city was found
quite clean and green. TMA staff requires proper capacity building and training for
proper O & M of this scheme with special reference to preventive maintenance rather
than perforce delayed maintenance being done at present.
2.3.11 O & M Financials
O & M Annual Expenditure (2004-2005)
Establishment charges = Rs 953,056
Electrical charges
= Rs 7,035,000
Repair & Misc. charges = Rs 117,551
Total
= Rs 8,105,607
Revenue Generation (2004-2005)
Budgeted Revenue = Rs 3,222,720
Actual Revenue = Rs 2,595,922
%age Revenue collection = 80.5 %
Ratio of Revenue collection to
O & M charges = 32 %
2.4 NEEDS
Due to short production of water from various sources and frequent closure of canals,
major part of the city is subjected to water shortage. At some places TMA is
supplying water even after mid night.
People need potable water in adequate quantity to fulfil their daily needs, for which
they have demanded for an increase in supply hours. Sub soil water being brackish, no
other fresh water source is available and residents of the entire city have to depend
upon the public water supply system. Hence their immediate need is adequate
quantity of water with proper terminal pressure.
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FAR –Engineering Component (Water Supply) TMA Toba Tek Singh
2.5 PROBLEMS
2.5.1 The source
Toba Tek Singh water supply system is facing number of problems resulting in
shortage of water. These are described as under:
• Water works No. 1. There is problem of pollution of raw canal water by public
and industry during its flow through a 4 Km long watercourse. In spite of the best
efforts of TMA, this problem could not be solved. Hence now a new treatment
plant (slow sand filters) is under execution near to outlet by PHED to eliminate
this problem. As narrated earlier the clear water will now be pumped from this
w/works to w/works No.1. However this will increase the cost of O & M due to
double pumping. The problem of canal closure will however persist and these
water works will get water only three weeks a month.
• In water works No.2. The production can be increased by increasing No. of sets
of pumping machinery and size of delivery/rising main because at present only
one pump can be run at a time due to under sized delivery main (12” i/d).
• In water works No.3. Acute shortage of raw canal water is experienced.
Production is half of full capacity because of raw water shortage. TMA needs to
increase the discharge of the outlet.
• The shallow tube wells at Bhagat Rest House are yielding only 0.4 cusec (each)
of water against their designed capacity of 0.6 cusec. Hence the total designed
production is not possible. Further the quality of water is deteriorating due to over
pumping (16 hrs/day). These tube wells cannot afford pumping more than 8-12
hrs/day and hence additional tube wells are required for staggering the operation.
2.5.2 Canal frequent closures
There are three types of canal closures in this area.
• Scheduled closure in Dec-Jan of each year for 1-1/2 months for de-silting and
maintenance. This affects the entire water works system.
• Rotation of water distribution amongst the distributaries and minors, which gives
one-week compulsory closure of each minor in a month. Hence all water works,
treating raw water in the city, do not get water for one week in each month.
• Unscheduled closures, which are unpredicted and are associated with shortage of
water in the irrigation system, resulting from inter province distribution and
shortage of water in rivers. These closures can extend to many weeks at a time and
affect the public water supply seriously, both quantitatively and qualitatively.
Some times there is no water in the city at all.
2.5.3 Power shut downs
Shallow tube wells at Bhagat Rest House, being major source of water, are subjected
to power shut downs frequently. This power is drawn from a rural feeder, which does
not carry priority with power department. Hence a lot of shut downs/break downs are
experienced in this feeder. This affects the water supply system very seriously
resulting in water shortage.
Punjab Municipal Development Fund Company 24
FAR –Engineering Component (Water Supply) TMA Toba Tek Singh
2.5.4 Transmission main
• 16” i/d AC “C” class transmission main with a length of 35,000 Rft (11 Km) is
not being utilized for 24 hours / day. It is utilized for 12 hrs only and for rest of
the time it is empty.
• The losses in the collector main of 8”, 10” and 12” i/d with a length of approx.
8,000 Rft are excessive. With designed discharge of 0.6 cusecs, (each tube well)
the head loss works out to be 71 ft and with present discharge of 0.4 cusec (each
tube well) the loss still works out to be 34 ft. It is not only affecting the efficiency
of pumping units but also resulting in bursting of pipeline between tube well Nos.
1, 2 & 3. Whenever more than five tube wells are operated, this problem takes
place and hence TMA staff does not operate all tube wells at a time due to this
fear. Presently five to six tube wells are running for 16 hrs/day.
2.5.5 Abandoned overhead reservoirs
Due to shortage of water, TMA staff is not filling up the overhead reservoirs, which
build up terminal pressure, when combined with water production from pumping
units. This is resulting in less water delivery during supply hours and hence the low
terminal pressure at remote end of distribution system.
2.5.6 Low production
All the above factors are contributing to low production of water, especially during
canal closures and hence resulting in low terminal pressure at remote ends.
2.5.7 Deterioration of quality
With excessive pumping of tube wells at Bhagat Rest House, the quality of water is
deteriorating. It becomes worst during prolonged closure of canal. The TDS value has
changed to approx. 1000 ppm from 225-250 ppm when tube wells were installed in
year 1989. Hence excessive pumping has to be stopped because recharge from this
canal of 572 cusec discharge, is not enough to support this pumping due to lesser
recharge and greater discharge from tube wells.
2.6 IMPROVEMENT REQUIRED WITH JUSTIFICATION
To eliminate the water shortage under mentioned improvements are suggested:
• Possibility of re-commissioning of water course of water works No. 1 be explored,
by suggesting the ways and means of the protection of raw water flows from
contamination /pollution enroute of the water course. The complete treatment
plant is presently abandoned and if re-commissioned, this will add 0.36 MGD of
water to the system. This may be done with lining of watercourse covering from
top and strict daily patrolling.
• Additional pumping machinery should be provided at water works No. 2 for
pumping available quantity of water because this water works produces major part
of daily production (1.32 MGD).
• The delivery mains / rising mains, in the entire system be analyzed/ reviewed
carefully to feed each OHR with adequate requirement from pumping stations.
• Additional tube wells may be installed at Bhagat Rest House site, on the opposite
bank of canal, to increase production and stagger the operation of all tube wells in
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FAR –Engineering Component (Water Supply) TMA Toba Tek Singh
such a way that full capacity of transmission main (16”i/d) is utilized for 24 hours/
day and that no tube well is pumped more than 12 hours / day.
• Additional raw water should be arranged for water works No. 3 to utilize its full
production capacity of 0.12 MGD.
• The collector main size be changed in some sections by replacement of existing
sizes with adequate sizes according to actual discharge of tube wells to eliminate
excessive head loss for improvement of efficiency of pumping machinery and
transmission main.
• Additional ground storage be provided at water works No.1 for storage of clear
water from 16” i/d transmission main to be utilized for 24 hours. The minimum
storage to be provided including the existing one, should be equal to 12 hours
production from tube wells.
For this purpose, the existing filter beds, after cleaning and covering with R.C.C
slab, can be utilized for clear water storage, if this water works is not to be
commissioned otherwise new storage can be constructed.
• Distribution system may be analyzed and improved to provide adequate
quantity of water to remote corners.
• For meeting the maximum day demand for next 20-30 years, alternate sources
of fresh water have to be investigated because present sources of water i/c tube
wells along Lower Gogera Branch Canal, will not be sufficient to meet the
demand of the city beyond year 2008. Hence a very reliable and adequate source
has to be investigated and exploited to meet future demand.
For this purpose fresh water aquifer near Bhosi road, Pir Mahal or Kamalia is
recommended for investigation as alternate.
2.7 THE SUB PROJECT
2.7.1 Description
The water supply system of Toba Tek Singh will be improved by:
A. Increase in production of water by:
• Installation of additional shallow tube wells along lower Gogera Branch
Canal.
• Improvement of watercourse of water works No.1 and the water works
itself if possible (study for elimination of pollution to be conducted).
• Installation of additional pumping machinery in water works No.1, 2 &
IPS.
• Laying of additional delivery/rising mains for pumping additional
quantity of water into the system/OHRs.
• Increase of raw water quantity for water works No.3.
B. Construction of additional ground water storage or conversion of unutilized
filter beds into clear water tanks at water works No.1.
C. Replacement of some portion of collector main of existing tube wells to
reduce head losses.
D. Improvement of transmission main.
E. Provision of stand by pumping machinery for tube wells and IPS.
F. Search for more reliable source for future needs and if cost permits
exploitation of that source for present needs of the city as well.
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FAR –Engineering Component (Water Supply) TMA Toba Tek Singh
2.7.2 Proposed design
• Population and water demand
Water Av. Day Max. Day
Population
Year Consumption Demand Demand Remarks
Persons GPCD MGD MGD
Census 1998 with growth
1998 59,938 - - -
rate of 2.74% per annum
2005 72,423 40 2.90 4.35
2010 82,900 40 3.32 4.98
2015 94,900 40 3.80 5.70
2025 124,355 50 6.21 9.31
• Present possible production
Total capacity of production (Annexure-B) = 3.085 MGD
Water works No.1 is unproductive
Net capacity = 3.085-0.360 = 2.725 MGD
PHED is executing the new water works No.5 that will produce 1.081 MGD
by December 2005.
Total possible production in Dec 2005 = 2.725 + 1.081 = 3.81 MGD
• Shortage of water
Max. Day Demand Capacity of present source Shortage
Year
MGD MGD MGD
2005 4.35 3.81 0.54
2010 4.98 3.81 1.17
2015 5.70 3.81 1.89
2025 9.31 3.81 5.5
• No. of tube wells (Working Hours/ day = 12)
Tube well No. of tube
Shortage/ requirement Discharge/hour
Year capacity wells
MGD Cusec GPH Nos.
2005 0.54 0.50 45,000 4
2010 1.17 0.50 97,500 9
2015 1.89 0.50 157,500 14
2025 5.50 0.50 458,333 40
The aquifer along the bank of Lower Gogera Brach can yield very limited
quantity of fresh water due to small discharge of the canal (572 cusecs) and
Punjab Municipal Development Fund Company 27
FAR –Engineering Component (Water Supply) TMA Toba Tek Singh
hence it is evident that this source cannot be recommended for installation of
tube wells beyond year 2008.
Some other source has to be investigated for future use. Presently we can
install seven more tube wells at the opposite bank of Gogera Branch Canal that
will hardly suffice up to year 2008. Additional tube wells cannot be installed at
this source and hence beyond this year, we will have to go for some more
reliable source that may be far away but there seems to be no other alternative.
For this purpose Bhoosi road, Pir Mahal or Kamalia area may be investigated,
as it is fresh water zone and we may get an aquifer, which can support greater
capacity tube wells.
• Transmission main
The transmission main has been designed to take 5.4 cusec of water. The
calculated head loss at this discharge with 0.6 cusec capacity tube well is over
225 ft (Annexure-D). Whereas at 0.40 cusec discharge it is 106 ft. It is due to
undersized collector main in certain reaches. It is presently under utilized by
pumping 5-6 tube wells for 16 hours / day. This main will be utilized for 24
hours per day. Hence the operation of the tube wells will be staggered in such
a way that all tube wells run 8-12 hours / day. The quality of water can be
monitored regularly and the operation of all these tube wells can be adjusted
so as the TDS value of all the tube wells does not exceed the safe limit. Hence
existing transmission main of 16” i/d “B” & “C” class will be quite adequate
to take the additional water from 7 Nos. tube wells proposed now.
• Collector main
As shown in Annexure-D, the head loss in the collector main is quite high.
Hence it is proposed that collector main may be replaced in sections where the
head loss is high. For this purpose the existing collector main will be analyzed
by operation of all tube wells at a time and observing the pressure in different
sections of the main by installation of pressure gauges. The sections giving
high head loss should be replaced.
• Ground storage
Sufficient ground storage for operation of filter beds, is available, in all water
works. However additional storage will be required for water pumped from
tube wells at night hours. Hence 12 hours storage for this water is proposed.
Production from existing wells = 0.972 MGD
Production proposed from new tube wells (9 Nos.)
For year 2010 = 1.22 MGD
Total production from tube wells in year 2010 = 2.192 MGD
Production from new water works No.5 (remote source) = 1.081 MGD
Total production for which storage is required = 3.273 MGD
Half-day storage (12 hrs.) = 1.64 MG
• Available storage
At water works No.1 = 0.466 MG
At IPS = 0.166 MG
Total = 0.632 MG
Balance required = 1.008 MG
say 1.0 MG
Punjab Municipal Development Fund Company 28
FAR –Engineering Component (Water Supply) TMA Toba Tek Singh
The present filter beds of size 48’x25’ will be converted into clear water
storage tanks
Total capacity of ten filter beds with 12 ft depth = 0.90 MG
This will be done by removing all materials from filter beds, covering them
with R.C.C slab & providing granite/mosaic finish on walls and bed.
Additional Storage required = 0.1 MG
This can be constructed at IPS site, as land is available. However actual
storage required at IPS site will be calculated in detail designs by consultants.
• Pumping machinery at IPS & water works No.1
As shown in the plan, the water shortage area is observed in coverage area of
water works No.1 and remote coverage area of W/W No.2. A small area in
coverage of W/W No.3 is also observed to have shortage. Hence pumping
machinery at the under mentioned places will be augmented to pump
additional water to these areas to eliminate shortage.
Water No. of Discharge Head Motor Type of
Remarks
works sets (cusec) (ft) (BHP) pump
2 Nos. existing sets to be
1 4 3.0 150 60 V.T.P*
replaced
1 No. existing set to be
2 2 3.0 150 60 V.T.P
replaced
IPS 2 3.0 150 60 V.T.P Additional sets
Total 8 3.0 150 60 V.T.P
* Vertical Turbine Pump
The exact requirement will be calculated by consultants in detailed design
after proper network analysis and calculation of water demand in various
sectors.
• Overhead storage
Total average day demand in year 2010 = 3.32 MGD
th
Taking 1/6 storage = 0.553 MG
Available over head storage = 0.33 MG
Balance required = 0.223 MG
Presently 0.1 MG capacity storage will be built up in Muhallah Islam Pura
where water shortage is acute. Further storage can be added subsequently.
• Rising main
The capacity of rising main for each OHR as per demand of the area, will be
analyzed and calculated in detail by consultants. Evidently 12” i/d rising mains
are required for additional pumping machinery of W/W No. 1, 2 & IPS. A
tentative quantity of 16,500 ft has been assumed for this purpose. Exact length
will be determined by consultants in detailed design.
• Distribution system
Complete network analysis is needed to explore the replacements required and
the new pipelines in unserved area. Evidently bigger sized feeders will be
Punjab Municipal Development Fund Company 29
FAR –Engineering Component (Water Supply) TMA Toba Tek Singh
required to improve the terminal pressure for equalizing the pressure in all
parts of the city. A tentative quantity of these pipelines will be assumed for
approximate estimation for replacement and provision in uncovered areas.
TMA has already replaced sufficient length of rusted pipes and provided new
pipe lines in the city.
• Power connections
Power connections for 8 Nos. tube wells and 8 Nos. pumping sets, will be
required according to BHP of motors in particular premises.
• Pump houses
For tube well = 7 Nos. of 10’ x 10’ size
For IPS = 1 No. of 12’ x 16’ size
For W/W No.1 = 2 Nos. of 12’ x 16’ size
For W/W No.2 = 1 No. of 12’ x 16’ size
• Staff quarters at Gogera Branch Canal
For watch and ward of tube wells, two Nos. staff quarters, one on each bank of
canal, is proposed.
2.7.3 Site suitability
• For tube wells
This site is available readily. Two marlas of land for each tube well is
required. It will be purchased by TMA easily and no problem will be
encountered.
• Collector main
It can be laid in ROW of Irrigation Deptt. They have normally no objection to
such public installations. However coordination with this Deptt. will be made
by TMA for this purpose.
• For town pumping station
Sufficient land is available in all city water works for construction of new
pump houses.
• For over head storage
Sufficient land is available with TMA for its construction.
• For ground storage
Adequate land is available in W/W No.1 & IPS premises with TMA.
2.7.4 Implementation period
The project will be executed with in 18 months, after the work has been awarded to
the contractor as it involves lot of works of different nature in town and away from
town. The activities have been shown in Annexure-E.
Punjab Municipal Development Fund Company 30
FAR –Engineering Component (Water Supply) TMA Toba Tek Singh
2.7.5 Proposed detailed design & construction supervision
The feasibility studies and detailed design i/c preparation of contract/ bid documents
will be entrusted to Consultants. The construction will be carried out by TMA Toba
Tek Singh through TO (I & S) through National Bidding with post qualification. The
Resident Supervision will be carried out by the consultants.
2.7.6 Proposed plan for design & construction
The activities from FAR approval to completion of the project, have been shown in
bar chart at Annexure-E
2.7.7 Operation & maintenance implications
The present system is being maintained by TMA with 26 persons and they feel quite
short staffed, having additional requirement of 27 persons. The system presently
adopted is very poor and it seems as if the political Nazims have not been paying due
heed to this issue. TMO & TO (I &S) were very confident that they have placed the
O & M of this system on first priority of TMA as per instruction of new Nazim,
recently sworn in, and things will work much better as compared with the past.
Having numerous sources of water and pumping through long distance including
double pumping in the town, makes O & M costly. But there is no other alternative
because of non-availability of fresh water from any other source.
Consumers are ready to pay the water charges if adequate & regular water supply is
available to them. Present recovery rate is over 80% but water rate is very low and
will have to be increased for better O & M system.
The O & M cost after completion of the scheme has been worked out (Annexure-F)
and for generation of revenue (Annexure-G) to meet O & M cost, under mentioned
flat water rates will be required.
Proposed rate / month Expected
Target Deficit
O&M
Year Domestic Commercial Industrial Revenue /Surplus
cost
(Rs.) (Rs.) (Rs.) (million) (million)
(million)
(-) 4.998
2005 30 150 13,200 3.107 8.105
Actual
2010 80 250 15,000 9.92 13.233 (-) 3.313
2015 120 400 20,000 18.758 17.97 (+) 0.788
The present rate of Rs. 30 / month for domestic and Rs. 150 / month for commercial is
too low and need immediate increase which can only be done once the adequate
supply of water is given to the consumers. The rates will have gradually to be
increased to reduce the deficit and bring it to zero in year 2015. All proposed rates are
affordable by consumers.
Punjab Municipal Development Fund Company 31
FAR –Engineering Component (Water Supply) TMA Toba Tek Singh
2.7.8 Environmental & social issues
No environmental or social issue will crop up in execution of this scheme. The people
will get adequate potable water for domestic and commercial use, thus reducing water
borne diseases and improving health standards with improvement in National
Economy. No person will be displaced and no compensation is required to be paid.
However with increase in quantity of water supplied, the wastewater quantity will
increase sufficiently. A sewerage scheme already exists and no severe problem of
O & M has been observed in the city. Further a sewerage scheme for extension of the
existing sewers and shifting of existing disposal works away from the populated area,
is also under preparation to be included in PMSIP. With the completion of this
scheme, no problem of wastewater will be encountered. The proforma for social &
environmental issue has been attached as Annexure-H
2.8 SUB PROJECT COST
The scope of work involved is reproduced as under:
1. Tube well 120 ft depth along Lower Gogera Branch Canal = 7 Nos.
2. Pump house for tube wells (10’ x 10’) = 7 Nos.
For water works (12’x16’) = 4 Nos.
3. Vertical turbine pumps of 0.5 cusecs against 250 ft head with
30 BHP AC motor & 50 ft Column pipe = 7 Sets
4. Collector main
A. New main
8” i/d = 1,100 Rft
10” i/d = 2,200 Rft
12” i/d = 2,200 Rft
16” i/d = 3,200 Rft
B. Improvement of existing collector main
Replacement of existing pipes is given as under:-
Size (Inch Dia.)
Length (Rft)
From To
8” 10” 1,100
10” 12” 2,200
12” 16” 2,600
5. Improvement of existing transmission main
It includes replacement and new installation of air valve and non return valves to
eliminate bursting of pipes due to air pockets and water hammer.
6. Ground storage tanks
Punjab Municipal Development Fund Company 32
FAR –Engineering Component (Water Supply) TMA Toba Tek Singh
A. Conversion of existing filter beds (10 Nos.) at W/W No.1 to clear water
tanks.
B. Additional storage of 0.1 MG at IPS
7. Pumping machinery in town
Vertical turbine pumping unit of 3 cusec discharge 150 ft head
60 BHP motor and 10 ft column pipe = 8 Nos.
8. Over head storage
In muhallah Islam Pura 0.1 MG = 1 No.
9. Rising main 12” i/d (tentative quantity)
• Water works No.1 to OHR Waryam Road = 5,000 Rft.
• Water works No.2 to Jhang Road OHR = 2,500 Rft.
• IPS to housing colony = 3,000 Rft.
Total = 10,500 Rft
10. Distribution system (tentative quantity)
12” i/d = 5,000 Rft
10” i/d = 3,000 Rft
8” i/d = 1,000 Rft
6” i/d = 3,000 Rft
4” i/d = 4,500 Rft
3” i/d = 17,000 Rft
11. Power connection
For tube wells = 7 Nos.
For IPS and town W/W = 8 Nos.
12. Bulk water meters
For tube wells 6” i/d = 16 Nos.
For T/Main 16” i/d = 2 Nos.
For T/main 14” i/d of W/W No.5 = 2 Nos.
Total = 20 Nos.
13. Generating sets
250 KVA diesel generating sets = 2 Nos.
LT electric line = 10,000 Rft
Generator room (16’x20’) = 2 Nos.
14. Repair of civil structures in W/W No.2, 3 & IPS = 1 Job
15. Staff quarters = 2 Nos.
Punjab Municipal Development Fund Company 33
FAR –Engineering Component (Water Supply) TMA Toba Tek Singh
16. Replacement of sub standard consumer connections = Job
The approximate cost of the sub project has been worked out to be Rs. 60.54
million and summary of cost is given at Annexure-I
2.9 SERVICE DELIVERY & CAPACITY BUILDING INDICATORS
2.9.1 Service delivery indicators
• Average liter per capita of safe drinking water supplied per day
• Average No. of hours/day water supplied to house holds.
• Number of valid complaints registered.
• Estimated No. of new house holds that will receive drinking water through the
connections from the improved/extended water supply system.
2.9.2 Capacity indicators
• Decrease in No. of water supply interruptions per month.
• No of tube wells operated at certain time.
2.10 RECOMMENDATIONS
• Toba Tek Singh city is in dire need of potable fresh water. Project is
technically feasible and financially viable at affordable consumer’s charges.
• Present sources of water are not adequate and reliable and will hardly be
enough to supply water up to year 2010, after that, water shortage will again be
experienced. Some other reliable source of fresh ground water has to be
searched which will certainly be at a remote distance.
• It is better to search and investigate the more reliable source now if possible.
This may involve larger expenditure to base the scheme on a remote source but
it will become unavoidable beyond year 2010.
• The capacity of TMA has to be built up in under mentioned sectors: -
i. O & M of water supply scheme.
ii. Detection & registration of illegal connections if any.
iii. Billing and revenue collection system.
iv. Replacement of sub standard consumer connections.
• The top ranking officers of TMA & Nazim has to realize that the water supply
to the residents, carries top priority and they should pay special attention to its
O & M activity.
• Diesel based electric generating sets are need of the day at Bhagat water works
due to frequent power failure. These can be included if we feel sure that these
will be maintained properly by TMA. (Under taking given by TMA attached at
Annex. J).
• Consumer connections directly from transmission main must be disconnected
and linked to distribution system.
• Watch and ward at tube well site should be regulated to eliminate thefts.
• Raw water quantity at water works No.3 should be got doubled by
improvement of existing out let from distributary.
Punjab Municipal Development Fund Company 34
FAR –Engineering Component (Annexes) TMA Toba Tek Singh
ANNEXURE
- 35
FAR –Engineering Component (Annexes) TMA Toba Tek Singh
Location Map
Taxila
Toba Tek Sing
Shorkot
Selected
TMAs
-i
Annexure-B
PRESENT WATER PRODUCTION CAPACITY
W/S Scheme Toba Tek Singh
Surface Ground Water Total
Water
water Tube Discharge Working Production production Remarks
Works (MGD) well No. (Cusec) Hours (MGD) (MGD)
All tube wells installed in this water works have
1 0.360 - - - - 0.360
gone brackish
1.32 1 0.2 18 0.081 Both tube wells are yielding fresh water of 350-
400 ppm TDS value even with 18 hrs /day
2 1 0.4 18 0.162 1.563 working. One tube well is 10 years old whereas
other is 3 years old.
S. Total 2 0.6 18 0.243
Water quality from tube well is not bad. It has
3 0.12 1 0.20 16 0.07 0.19
got TDS value of 500 ppm with 4 years life
Tube Present average discharge of each tube well is
wells at measured to be 0.40 cusec against 0.60 cusecs
Lower designed capacity.
- 9 0.40 12 0.972 0.972
Gogera
Branch
Canal
- ii
1.80 12 1.285 3.085
Annexure-C
PRESENT ACTUAL PRODUCTION
W/S Scheme Toba Tek Singh
Surface water Ground Water
Total
Water Working Tube Discharge Working
Pump Discharge Production Production Production Remarks
Works Hours well (Cusec) Hours
No. (GPH) (MGD) (MGD) (MGD)
(Hrs.) No. (Hrs.)
This water works has been abandoned
1 20000 7 0.14 - - - -
and a new water works at Trandi is
1 0.360
under construction with a capacity of
2 32500 7 0.22 - - - -
1.08 MGD
Water from 2 Nos. tube wells is also
1 63000 14 0.882 - - - -
2 0.882 thrown into clear water tanks
1 63000 Stand by - - - - -
Water from shallow tube well is also
3 1 20000 3 0.06 - - - - 0.06
pumped into clear water tank
1 2000 Stand by - - - - - -
Shallow The quality of water is deteriorating. It
Tube has changed from 225 ppm to 1000 ppm
wells at from 1989 to 2005. Maximum period of
Lower - - - - 6 0.40 16 0.864 0.864 pumping affordable is 8-12 hrs/day to
Gogera keep the quality good.
Branch
Canal
Present discharge (Actual) as water
0.942 0.864 1.806
works No.1 is non productive.
iii
Annexure-D
HEAD LOSS IN TRANSMISSION MAIN
W/S Scheme Toba Tek Singh
Head Loss
Discharge Length Size Per
Pipe Line Total
(Cusec) (Rft.) (inch) 1000 Cumulative
Loss
Rft
A. Discharge of tube well = 0.6 cusec
T/W 8-7 0.60 1100 8 1.97 2.38 2.38
T/W 7-6 1.20 1100 8 7.1 8.59 10.97
T/W 6-5 1.80 1100 10 5.1 6.90 17.87
T/W 5-4 2.40 1100 10 8.7 10.52 28.39
T/W 4-3 3.00 1100 10 13.1 15.85 44.24
T/W 3-2 3.60 1100 12 7.4 8.95 53.19
T/W 2-1 4.20 1100 12 10.1 12.22 65.41
1 to junction TW-9 4.80 400 12 12.2 5.36 70.77
Junction TW-9 to 5.40 35000 16 3.97 153 223.79
IPS
B. Discharge of tube well = 0.40 cusec
T/W 8-7 0.40 1100 8 0.89 1.07 1.07
T/W 7-6 0.80 1100 8 3.55 4.29 5.36
T/W 6-5 1.20 1100 10 2.41 2.91 8.27
T/W 5-4 1.60 1100 10 4.32 5.22 13.49
T/W 4-3 2.00 1100 10 5.9 7.14 20.63
T/W 3-2 2.40 1100 12 3.58 4.33 24.96
T/W 2-1 2.80 1100 12 4.92 5.95 30.91
1 to junction TW-9 3.20 400 12 6.30 2.77 33.68
Junction TW-9 to 3.60 35000 16 1.87 72.0 105.68
IPS
- iv
Annexure-E
SUB PROJECT IMPLENENTATION PERIOD
NAME OF THE SUB PROJECT Water Supply Scheme Toba Tek Singh
Year 2005 Year 2006 Year 2007
S# Activity
Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun July Aug Sep Oct Nov Dec
Preparation of Detailed design,
1 cost estimates & Contract
Documents
Invitation & receipt of bids,
2
evaluation and award of work
3 Mobilization of contractor
Installation of tube wells
4
Construction of pump houses
5 & installation of pumping
machinery
Construction of ground atorage
6
tanks
Installation of pumping
7
machinery and yard piping
Laying of collector main &
8
improvement of T/main
9 Construction of OHRs
Replacement and laying of
10
rising main for OHRs
11 Power connections installation
12 Laying of distribution system
-v
Annexure-F
ANNUAL OPERATION & MAINTENANCE COST
AFTER COMPLETION OF SUB PROJECT
W/S scheme Toba Tek Singh
A. Electrical charges
• No. of units consumed
No. Total
Sr. Units
W/works BHP of W/hours working Remarks
No. consumed
sets days
Water to be pumped at
250 ft head after
1 Bhagat 30 16 12 300 1289088 infiltration of
additional 7 Nos. tube
wells.
2 W/W-5 25 2 16 300 179040 New W/Works
Water from W/W-5
3 W/W-1 - - - - 179040 will be re-pumped at
W/W-1 .
Water from Bhagat
IPS &
4 - - - - 774000 will be re-pumped at
W/W-1
150 ft head.
After installation of
5 W/W- 2 60 2 12 300 322272 additional pumping
set.
After increase of raw
6 W/W- 3 20 2 6 300 53712
water availability
Total 2,797,152
• Cost of electricity
Year No.of units Cost / unit Total cost (million)
2005 1487300 4.73 7.035 (actual)
2010 2142200 4.73 10.133
2015 2797152 4.73 13.230
B. Establishment charges (annually)
Year No.of persons Av. Salary / month Total salary (million)
2005 26 3055 0.953
2010 35 5000 2.10
2015 45 6000 3.24
- vi
Annexure-F
C. Repair charges
Year Expected repairs Remarks
2005 0.117 Actual too low for good O & M
2010 1.0
2015 1.50
Total expected Annual O & M cost
All figures in million
Establishment
Year Electrical charges Repair charges Total
charges
8.105
2005 7.035 0.953 0.117
(actual)
2010 10.133 2.10 1.00 13.233
2015 13.230 3.24 1.50 17.97
vii
Annexure-G
PROPOSED TARRIF TO MEET O & M COST
W/S Scheme Toba Tek Singh
A. Domestic (Average persons per house hold = 7.5)
No. of
Projected Percentage No. of Proposed Domestic
house Remarks
Year population connected connections Rate Revenue
holds
Persons Nos. % Nos. Rs. Rs. million
2005 72423 9656 83 8000 30 2.88 Actual
2010 82900 11053 88 9726 80 9.34 Proposed
2015 94900 12653 95 12020 120 17.31 Proposed
B. Commercial & Industrial
Total
Commercial Industrial revenue
target
Year
Revenue
No. of Proposed No. of Propose Revenue
target (million)
connections rate Connections d rate (million)
(million)
2005 66 150 0.119 1 13200 0.158 0.227
2010 75 250 0.225 2 15000 0.360 0.585
2015 110 400 0.528 4 2000 0.960 1.488
Total proposed revenue
Total revenue
Year Domestic (million) Commercial & Industrial
target (million)
2005 2.88 0.227 3.107
2010 9.34 0.585 9.92
2015 17.31 1.488 18.758
O & M COST VRS REVENUE (All figures in million of Rs.)
Year O & M cost Proposed Revenue Surplus/ Deficit
proposed
2005 8.105 3.107 (-) 4.998
2010 13.233 9.92 (-) 3.313
2015 17.970 18.758 (+) 0.788
- viii
Annexure-H
ENVIRONMENTAL MANAGEMENT PLAN FOR E-2 CATEGORY PROJECTS
Environmental
Environmental Assessment Yes No If Yes, Specify Details Management
Measures
1. Will the project involve any of the following changes in
land use classification?
i. Conversion of recognised environmentally/ √
historically/culturally sensitive land to any other
ii. Conversion of open/recreation areas to √ .
commercial/industrial residential use?
iii. Conversion of agricultural land to any other use? √ 15 marla land required for It is easily available. No
tube wells measures are required
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 √ Tube well operation will It will be recouped by
lower water table seepage from canal
ii) Flow/quantity in water bodies √
4. Will the project have any possibility of water-logging? √
5. Will the project cause any air pollution? √
6. Will the project cause noise pollution? √
7. Will the project generate solid waste? √
8. Will the project result in cutting of trees? √
9. Will the project damage or disturb other service lines?
i) Water supply lines
√
The laying of distribution Coordination will be
ii) Electric cables
√ lines and rising mains done with other Deptt.
may disturb these To have minimum
iii) Roads
√ services. effects.
iv) Telephone cables
√
v) Any other (please specify)
10. Will the project cause any health hazard?
√
11. Will the project create smell and/or smoke?
√
12. Project causes any effect on flora and fauna?
√
ix
Annexure-I
TOBA TEK SINGH
Improvement of Water Supply Scheme
SUMMERY OF COST
Sr.# Description Amount Remarks
1 Tubewells 1,783,000
2 Pump House 1,175,000
3 Pumping Machinery 10,160,000
4 Collector Mains 7,373,000
5 Improvement of T/Mains 100,000
6 Ground Storage Tanks 6,200,000
7 Over Head Reservoir 4,000,000
8 Rising Mains 4,534,000
9 Distribution System 4,822,000
10 Power Connections 2,250,000
11 Bulk Water Meters 800,000
12 Repair of Civil Structures 800,000
13 Staff Quarters 1,280,000
14 Replacement of sub standard consumer connections 13,500,000
TOTAL 58,777,000
Add 3 % Contegencies 1,763,310
GRAND TOTAL 60,540,310
Say 60.54 Million
-x
TOBA TEK SINGH
Improvement of Water Supply Scheme
(1) Tube Wells
S.No. Description Unit Length Width Depth Quantit Rate Amount
y
1 Hand drilling of 6" I/d bore Rft 120 120 275.65 33078.00
for tube well in all types of
soil except shingle gravel
and rock. From ground level
to 120 ft. below ground level.
2 Direct rotary/reverse rotary Rft 120 120 502.05 60246.00
drilling of 22"-26"dia bore for
tube well in all types of soil
except shingle gravel and
rock. From ground level to
120 ft. below ground level.
3 Furnishing samples of water Each 2 156.00 312.00
from bore hole (per set of
two bottles)
4 Providing and installing 12" Rft 56 56 1465.45 82065.20
dia 1/4" thick brass strainer
in tube well bore holes
including sockits, special
sockets, special socket
studs etc complete.
5 Providing and installing 12" Each 1 7022.80 7022.80
dia 1/4" thick 6 ft long M S
bail plug in tube well bore
holes complete.
6 Providing and installing 12" Rft 61 61 752.05 45875.05
dia 1/4" thick M S blind pipe,
socket/ welded joints, M.S.
reducers(where necessary)
in tube well bore holes
including jointing/welding
with strainer etc. complete.
7 Shrouding with graded pea Cft 120 2.85 342 26.40 9028.80
gravel 3/8" to 1/8"dia around
tube well in bore hole. Area
of shrouding = pi/4(D2 - d2)
= 0.7854(2.172 - 1.042)
= 2.85 Sft
xi
S.No. Description Unit Length Width Depth Quantit Rate Amount
y
8 Testing and developing for Job 1 10000.00 10000.00
tube well 12" dia upto the
designed discharge pumping
upto 72 hours with
contractor own machinery
and staff I/c preserving of
water samples ater every 24
hours running etc.complete
in all respects.
9 Testing of strata and water No. 2 2000.00 4000.00
samples from PHE
department laboratory
complete with all charges (2
samples per set)
10 Providing and fixing MS well No. 1 1000.00 1000.00
cap on tube well
11 Providing and fixing MS No. 1 2000.00 2000.00
suspension clamp in PCC
1:4 for 12" dia pipe including
all cost of labour and
material complete in all
respects.
Sub Total 254627.85
No. of tube wells 7 No. No. 7 254627.85 1782394.95
TOTAL (T/Wells) 1782394.95
Say 1783000.00
(2) Pump House
1 Construction of pump house per 700 800 560000.00
for T/wells 10' x 10' (7No.) sft.
2 Construction of pump house per 768 800 614400.00
for W/Works 12' x 16' (4No) sft.
TOTAL 1174400.00
Say 1175000.00
xii
(3) Pumping Machinery For Tube Wells and W/Works
S.No. Description Unit Quantit Rate Amount
y
1
P/Installing and testing of vertical turbine pumping units KSB/PECO/Grandfos
made for given discharge against given head with column pipe coupled with AC
electric motor with switch starter mounted on M.S. Board 3' x 2.5' made of angle
iron frame 1½” x 1½” x 1/4” and M.S. sheet 1/8” thick i/c painting, embedded in/
mounted on walls of Pump House. It also includes electrification of motor from
WAPDA meter to main switch starter and motor with appropriate size cable
encased in PVC/ G.I. pipe/flexible pipe as per specification The rate also i/c the
cost of P/F pressure gauge C.I. specials such as sluice value, reflux valve air valve
tail pieces, reducer increaser of B. Class and G.I. pipe of required size for delivery
up to 10’beyond pump house i/c testing of machinery for 72 hour to the entire
satisfaction of engineer in charge. The rate also include all Amp meter volt meter
phase indicators earthing and P.C.C foundation. (3 Nos. to be replaced) 7+3 = 10
Q = 0.5 cusecs, H = 250', Col. = 50' & BHP = 30 per set 10 520000 5200000.00
Q = 3.0 cusecs, H = 150', Col. = 10' & BHP = 60 per set 8 620000 4960000.00
TOTAL 10160000.00
(4) Collector Mains
S.No. Description Unit Length Width Depth Quantit Rate Amount
y
1
Providing, laying, cutting, jointing, testing and disinfecting A C pipe lines of BSS
with B class working pressure pipes,in trenches complete in all respects I/c
specials and Excavation & Backfilling.
i) New Mains
16" i/d Rft 3200 3200 727.75 2328800.00
12" i/d Rft 2200 2200 431.75 949850.00
10" i/d Rft 2200 2200 313.4 689480.00
8" i/d Rft 1100 1100 198 217800.00
ii) Replacement of Existing Pipes
12" to 16" i/d Rft 2600 2600 727.75 1892150.00
10" to 12" i/d Rft 2200 2200 431.75 949850.00
8" to 10" i/d Rft 1100 1100 313.4 344740.00
TOTAL 7372670.00
Say 7373000.00
xiii
S.No. Description Unit Length Width Depth Quantit Rate Amount
y
(5) Improvement of T/Mains
Replacement and Job 1 LS 100000.00
installation of new air valves
and non return valves to
eliminate water hammer
(6) Ground Storage Tanks
1 Conversion of existing filter Sft 48 25 12000 350 4200000.00
beds at W/Works No. 1 to
clear water tanks including
Granite/mosaic finish on
walls and beds (10 No)
2 Construction of ground per gallon 100000 20 2000000.00
storage tank of 100000
gallons capacity at W/Works
No.1 including cost of all
specials, valves,piping, vent
and carriage of materials
and labour etc. complete in
all respects.
TOTAL 6200000.00
(7) Over Head Reservoir
1 Construction of over head per gallon 100000 40 4000000.00
reservoir of 100000 gallon
capacity
(8) Rising Mains
Providing, laying, cutting, Rft 10500 10500 431.75 4533375.00
jointing, testing and
disinfecting 12" i/d A C pipe
lines of BSS with B class
working pressure pipes,in
trenches complete in all
respects I/c specials and
Excavation & Backfilling.
Say 4534000.00
xiv
S.No. Description Unit Length Width Depth Quantit Rate Amount
y
(9) Distribution System
2 Providing new pipe lines "B" class, laying, jointing, excavation, backfilling, testing and
disinfecting i/c cost of specials, sluice valves, construction of chambers, connections with
existing lines complete in all respects.
i) 12" i/d Rft 5000 5000 431.75 2158750.00
ii) 10" i/d Rft 3000 3000 313.4 940200.00
iii) 8" i/d Rft 1000 1000 198 198000.00
iv) 6" i/d Rft 3000 3000 125.65 376950.00
v) 4" i/d Rft 4500 4500 72.1 324450.00
vi) 3" i/d Rft 17000 17000 48.45 823650.00
TOTAL 4822000.00
(10) Power Connections
1 Providing and installing power connections including the cost of 25 KVA substation, 11 KV power
line and electric energy meters complete in all respects
i) For T/wells No. 7 150000 1050000.00
For IPS & town W/Works No. 8 150000 1200000.00
TOTAL 2250000.00
(11) Bulk water meters
1 No. 20 20 40000 800000.00
(12) Repare of civil
structures
Repare of civil structures in Job LS 800000.00
W/Works no. 2, 3 & IPS
(13) Staff Quarters
Construction of staff Sft 1600 800 1280000.00
quarters (2No)
(14) Replacement of Consumer
Connections
Replacement of sub No. 9000 1500 13500000.00
standard consumer
connections
xv
