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    LOC L GOVERNMENT

    PL NNING M NU L

    LOC L GOVERNMENT

    PL NNING M NU L

    VOLUME – II

    APPENDICES

    PLANNING & DEVELOPMENT DEPARTMENT

    GOVERNMENT OF THE PUNJAB

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    Compendium of

    Existing Service Delivery and

    Technical Standards

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     ACRONYMS 

     ARI Acute Respiratory Infection

     ASTM American Standards Technical Material

    CCC Coronary Care Unit

    CDC Communicable Diseases Control

    C&S Commodities & Services

    EDL Essential Drugs List

    ENT Ear Nose & Throat

    EPI Extended Programme for Immunization

    FP Family Planning

    ICU Intensive Care Unit

    LHV Lady Health Unit

    LHWs Lady Health Workers

    MS Mild Steel

    MCH Mother Child Health

    MO Medical Officer

    MHT Medical Health Technician

    OPD Outdoor Patient Department

    PPM Parts per Million

    PHC Preventive Health Care

    PHED Public Health Engineering Department

    PSP Public Stand Posts

    PCC Plain Cement Concrete

    RCC Reinforced Cement Concrete

    SMO Senior Medical Officer

    TBAs Trained Birth Attendants

     WMO Woman Medical Officer

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    HEALTH SERVICE DELIVERY PACKAGE

    District Headquarter Hospitals

       A District Headquarter Hospital is located at theDistrict Headquarters, which is meant to:

      Provide secondary level referral care tothe patients including those referred by theTehsil Headquarter Hospitals, Rural HealthCenters, Basic Health Units, Lady Health Visitors and other Primary Care Facilities,using approved Essential Drugs List (EDL).

      Serve as a static centre for:

      Curative care  MCH, FP, EPI, food and nutrition  Sanitation, immunization and Health Education  CDC, ARI and other special programmes

      Support clinically and technically the THQs, RHCs, BHUs and LHWs in its jurisdiction.

      The District Headquarter Hospital shall have the following services to fulfill itsobligations:

      All PHC activities

      Morning and evening OPD  24-Hour emergency care  Special disaster services  In-patient facility  Specialist services: (Essential Medicine,Surgery, Eye, ENT, Gyn. & Obs., Pediatrics,

     Anesthesia, Radiology, Pathology, Physiotherapy.

    Recommended additions: Second post of Anesthetist, Psychiatry, TB/Chestdiseases, Cardiology, Orthopedics, Urology, Dermatology

     Category ‘B’: Neurosurgery plus the above-mentioned and third post of Anesthetist, second units for medicine, surgery, Gyn. & Obs.

     

     Category ‘A’: Fourth post of Anesthetist, second units for Eye, ENT, Pediatrics,Radiology and Pathology.

      Referral support  Blood transfusion services  Diagnostic services (Radiology and Laboratory)  Cardiology wards

    DHQ Hospital: Category CPosition NoManagers 4Specialists 15Medical Officers 64Dental Surgeon 1Pharmacist 1Nursing Staff 47Paramedics 45Others 201

    Cate or C 125-250 Beds

    DHQ Hospital: Category B

    Position NoManagers 5

    Specialists 20Medical Officers 84Dental Surgeon 2Pharmacist 1Physiotherapist 1Nursing Staff 86Paramedics 52

    Others 201

    Cate or B 250-400 Beds

     

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      Dialysis unit  Operation theatre  Intensive and Coronary Care  Reproductive Health Services  Dental care

      Nursing care  Pharmacy  Training and Internship Services   Ambulance Services  Hospital Records and HMIS  Kitchen and Dietary Services(mostly defunct due to financial limitations)  Laundry, Linen and Sterilization   Workshop for Repair & Maintenance of hospital equipment  Hospital waste, environment and estate management  Hospital Management (Budget provided for C&S @ Rs. 250/- per bed/ day)

    Pre-Requisites for a CCU and ICU

    CCU

      One monitor for each bed  Preferably a Central Monitoring Unit  Central Oxygen Supply  Defibrillator (2 Nos.)  Suction Machine

    ICU

      Ventilator  Cardiac Monitor for each bed

      One Defibrillator  Central Oxygen Supply  Invisible Blood Pressure and Oxygen System

    Tehsil Headquarter Hospitals

     The THQ Hospitals are located at TehsilHeadquarters, serve a catchment populationof about 0.5 to 1.0 million people and are meant to:  Provide secondary level referral care to

    the patients including those referred by theRural Health Centers, Basic Health Units,Lady Health Workers and other primarycare facilities, using EDL.

      Serve as a static centre for:  Curative care  MCH, FP, EPI and advice on food & nutrition  Sanitation and Health education  CDC, ARI and other special programmes

      Support clinically and technically RHCs, BHUs and LHWs in Tehsil.

    DHQ Hospital: Category A

    Position NoManagers 5Specialists 26Medical Officers 104Dental Surgeon 2

    Pharmacist 1Physiotherapist 1Nursing Staff 136Paramedics 70

    Others 390

    Cate or A > 400 Beds

    THQ Hospital: (40-60 Bedded)

    Position NoMedical Supdt 1Specialists 10Medical Officers 12Nursing Staff 15Paramedics 24

    Others 51

     

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      The Tehsil Headquarter Hospitals shall have the following services and measures tofulfill its obligations:

      All PHC activities  Morning and evening OPD  24-hour emergency care  Special disaster plans/services  In-patient facility  Specialist services (Essential: Surgery, Gyn. & Obs., Pediatrics and Anesthesia)

        Referral support  Blood transfusion services  Diagnostic services

      Radiology  Laboratory

      Operation theatre  Reproductive health services  Dental care  Nursing care  Pharmacy  Training services  Ambulance services  Hospital records and HMIS  Kitchen and dietary services  Laundry, linen and sterilization  Hospital waste, environment and estate management  Hospital management (Budget provided for Commodities & Services is @ Rs.

    200/- per bed/day)

    Rural Health Center (RHC)

      At the former Markaz level there are RHCs, which are meant to:

      Provide first level referral care to the patients referred by the LHWs, TBAs andBHUs and primary care facilities (treatment of common diseases) using EDL.

      Serve as a centre for static and outreach services for:  MCH, FP, EPI, Food and nutrition.  Sanitation and Health education.  CDC, ARI and other special programmes.

      Acts as a focal point, where community and the public sector healthfunctionaries may come together to resolve issues concerning health.

      Support, Clinically (clinical visits of Senior Medical Officer, Medical Officer-II, Woman Medical Officer etc.), Logistically (supply of drugs, medical supplies,EPI supplies and cold chain maintenance etc.), and Managerially (management support: in-service training, supervision, clinical andadministrative practices, HMIS, data collection, record keeping, monitoring,surveillance etc., of diseases, especially of epidemics) to the BHUs falling inthe former Markaz; LHWs, TBAs, Dispensaries, MCH Centers, Sub HealthCenters etc., falling in the revenue limits of Union Council where a RHC issituated.

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      The Rural Health Center shall have the following services and measures to fulfill itsobligations:

      All PHC activities  Morning and evening OPD  24-hour emergency care

      Special disaster plans  In-patient facility (typically the RHCs have

    8-20 beds and each serves acatchment population of about 100,000 people)

      Referral support  Diagnostic services

      Radiology  Laboratory

      Operation theatre  Reproductive health services  Dental care  Pharmacy  Training services  Ambulance services  Hospital records and HMIS  Laundry, linen and sterilization  Facility waste, environment and estate management  Facility management (budget provided for C&S is at the rate of

    Rs. 2,60,000 per year)

    Basic Health Units (BHUs)

      BHU at Union Council level is charged with the following:

      Provide the first level referral care to thepatients referred by LHWs and TBAs;and primary level organized curative care(treatment of common diseases) using EDL.

      Centre for provision of static and outreach services.  MCH, FP, EPI, Food and nutrition  Sanitation and Health education  CDC, ARI and other special programmes.

      Supports clinically, logistically and managerially the LHWs, TBAs, MCHCenters, Dispensaries, Sub- Health Centers etc., that fall in its geographicallimits.

      Serves as a focal point, where community and the public sector healthfunctionaries may come together to resolve issues concerning health.

      The BHU shall have the following services and measures to fulfill its obligations:

      All PHC activities (this is essential health care, which includes preventive,promotive and curative services such as keeping a clean environment, pure

     water supply, care of mothers during pregnancy and childbirth, care ofchildren, family planning, nutrition, immunization, early treatment of diseasesand provision of essential medicine).

      Morning and evening OPD

    RHC- former Markez levelPosition No

    SMO I/C RHC 1

    Medical Officer 2

    WMO 1

    Dental Surgeon 1

     Nurses 2

    Paramedics 21

    Others 21

    BHU - (Union Council)

    Medical Officer 1LHV 1

    MHT 1

    Sanitary Inspector 1CDC Supervisor 1

    Dispenser 1

    Midwife 1

    Lab Assistant 1

    Others 5

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      Special disaster plans  In-patient facility (typically the BHUs have 2 beds and each serves a

    catchment population of about 25,000 people).  Referral support  Reproductive health services  Pharmacy  Training services  Facility records and HMIS  Linen and sterilization  Facility waste, environment and estate management  Facility management (budget provided for C&S is at the rate of Rs. 96,000 per

     year).

    MCH Centre

      At certain locations MCH Centre may exist as separate establishment but usuallythis is a component of the BHUs and RHCs that is meant to:

      Provide to the women especially in theirreproductive age (15–45 years) the static

    d outreach services in respect of:  Antenatal: including, nutrition

    Education and supply of micro- nutrients.  Natal  Postnatal  Family planning

      Act as referral for the high risk pregnancies and FP cases referred by theLHWs and TBAs working in its catchment areas.

      Support clinically, logistically and managerially the LHWs and TBAs working

    in its catchment areas.  Be a focal point, where community especially women and the public sector

    health functionaries may come together to resolve issues concerning health.

      The MCH center shall have the following services and measures to fulfill itsobligations:

      Reproductive health services  Morning OPD  Referral support  Pharmacy  Training services  Facility records and HMIS  Linen and sterilization  Facility waste, environment and estate management  Facility management

    Dispensary

      At certain localities, a dispensary may exist as a separate establishment; usually thisis a component of the BHUs and RHCs and is meant to:

    MCH Center

    WMO (1)LHV (1)Mid Wife (1)Dai/TBA (1)

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      Provide primary level organized curative care, using the EDL, and referral careto patients referred by the LHWs and TBAs; and

      Support clinically, logistically and managerially the LHWs and TBAs who work in its catchment areas.

      Serves as a focal point, where community and the public sector healthfunctionaries may come together to resolve issues concerning health.

      The dispensary shall have the following services and measures to fulfill itsobligations:

      Treatment of common diseases  Morning (and may be evening) OPD  Referral support  Pharmacy  Training services  Facility records and HMIS  Facility waste, environment and estate management  Facility management

    Sub-Health Center

      At certain localities, a sub-health centre may exist as an establishment usually in acommunity premises and attached to or as a satellite to RHC that is meant to:

      Provide primary health care using EDL; and  Serve as a focal point, where community and the public sector health

    functionaries coordinate to fulfill obligations such as:

      Treatment of common diseases  Morning OPD

      Pharmacy  Facility records and HMIS  Facility waste, environment and

    ate management  Facility management

    IMPORTANT YARDSTICKS

      Yardstick for establishment of BHU is at Union Council irrespective of thepopulation.

      Yardstick for establishment of RHC is at Markaz (thana/police station) levelirrespective of the population.

      Minimum land required for THQ Hospital is 100 Kanal (1/3 for residences and2/3 for hospital).

      Minimum land required for DHQ Hospital is 200 Kanal (1/3 for residencesand 2/3 for hospital).

    ardstick for BHU

    Civil works Equipment  Approach road Labour room  Boundary wall Hospital beds  Repair of main building Sucker machine

    DispensaryMO (1)Dispenser (1)Naib Qasid (1)

    Sub Health Center

    Dispenser (1) Naib Qasid (1)

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    and residence  Water supply Oxygen cylinder  Sewerage  Repair of electrification  Telephone facilities  Sui Gas

    ardstick for RHC

    Civil works Equipment  Approach road Operation theatre  Boundary wall Labour room  Repair of main building Sucker machine

    and residence  Water supply Oxygen cylinder  Sewerage Hospital beds  Repair of electrification Emergency tray  Telephone facilities Ambulance  Sui Gas X-Ray plant

    Functional laboratory

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    EDUCATION STANDARDS

    The existing service delivery and technical standards in the Education sector areas follows:

    CRITERIA FOR ESTABLISHMENT/UPGRADATION OF SCHOOLS

    Opening of New Primary School

      The population of abadi should not be less than 500.  No Girls/Boys Primary school should be functioning in a radius of 1 K.M.  Two Kanals of land is to be made available by the community free of cost.

    Up-gradation of Primary School to Middle Level

      Enrolment of schools (class I-V) inclusive of feeder schools in the radius of

    5 K.M.Male  400Female  300

      Minimum land required is 4 Kanals;  No other Middle School in the Union Council;  No other school within a radius of 5 K.M. even in the other Union Council.

     Yardstick for up-gradation of Middle School to High School

      Enrolment of schools (class I-V) inclusive of feeder schools in the radius of

    5 K.M.Male 400Female 300

      Minimum land required is 4 Kanals;  No other Middle School in the Union Council;  No other school within a radius of 5 K.M. even in the other Union Council.

    Establishment of New Secondary School

      Enrolment: Minimum 300 for Boys and 200 for Girls in class V-VIIIincluding the feeder school within a radius of 5 K.M.

      Pass-outs: At least 150 for Boys and 100 for Girlsincluding the feeder schools within a radius of 5 K.M.

      Land: At least 16 Kanals of land to be arranged by the community free ofcost and transferred to Education Department.

      Location: No Higher Secondary School or Inter College should be available within a radius of 10 K.M. for girls and 20 K.M. for Boys.

     Yardstick for Up-gradation of High School to Higher Secondary School

      Tehsil Headquarter/Markaz Headquarter.  School located in the center of flourishing high schools.  No college/higher secondary school should exist in a radius of 10 K.M. in

    case of girls and 20 K.M. in case of boys.

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      Number of pass-outs inclusive of feeder schools should be 100 in case of boys and 50 in case of girls.

      Minimum land required is 16 Kanals.

    CRITERIA FOR ESTABLISHMENT/UPGRADATION OF EDUCATIONAL

    INSTITUTIONS

    Establishment of Inter College

    Population

    There should be at least 20,000 population of the town.

    Number of Pass-outs from Feeding Schools

    There should be at least 100 in case of male and 50 in case of female passing-out

    students in matriculation in last three consecutive years.

    Minimum Distance from the nearest Colleges

    If the college is established in rural area, the distance should be at least 15 K.M.in case of male and 10 K.M. in case of female. For urban area it should be 3 K.M.

    Minimum Land Required

    20 Kanals in case of rural area and 5 Kanals in case of urban area. 3 to 4 Kanalsof land in case of hilly areas like Kahuta and Murree.

    Establishment of Degree College

    Population

    District/Tehsil Headquarter or a town population of 35,000. New colonies may be preferred for location of the college.

    Number of Pass-outs from Feeding Schools

    There should be at least 200 & 75 in case of male and 100 & 40 in case of female

    passing-out students in Matriculation and Intermediate respectively in last threeconsecutive years.

    Minimum Distance from the Nearest College

    If the college is established in rural area the distance should be 20 K.M. in caseof male and 10 K.M. in case of female. For urban area it should be 5 K.M.

    Minimum Land Required

    30 Kanals in case of rural area and 10 Kanals in case of urban area. 3 to 4

    Kanals of land in case of hilly areas like Kahuta and Murree. 

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    SPECIAL EDUCATION SERVICEDELIVERY PACKAGE

    Free Textbooks

      Most of the students of Special Education institutions belong to low-incomefamilies. To share their financial burden, Special Education Department hasmade arrangements for supply of free of cost textbooks to all the studentsstudying in Government’s Special Education institutions.

     Audiological Clinics

      Audiological Clinics have been established for providing facility of freeassessment of hearing of the hearing impaired persons. Audiological Clinicshave the facility of sound-proof room.

    EquipmentSr. No. Items1. Digital Audiometer2. Tympanometer3. Hearing Aid Analyzer4. Otoscope5. Sound Level Meter

    Merit Scholarships

      17 merit scholarships to outstanding special students in fifth class and middlestandard examination are being given.

    Stipends for Special Children

      For compensation of financial burden on the parents of disabled children astipend of Rs. 200/- per month is being distributed among all the disabledstudents studying in the Government’s Special Education institutions.

    Free Braille Books

      Braille Books are being provided free of cost to all blind students studying inGovernment’s institutes. This facility is also extended to the blind students

    studying in private institutions. For provision of Braille Books, SpecialEducation Department has purchased four computerized Braille printers.These printers have the advantage of English Print as well as print in Braille.

    Free Pick and Drop Facility

      59 new buses have been provided to all Government’s Special Educationinstitutions for free pick-n-drop facility to the disabled children. School busesspecially designed for physically disabled children are being purchased and

     being provided in the next few months.

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    Free Uniform

      Free of cost uniform is being provided to all the disabled students studying inGovernment’s Special Education institutions throughout the Province.

    Sports Facilities

      Sports facilities are being provided to the disabled children in the shape ofprovision of sports goods and equipment. Special permission has been granted

     by the Punjab Sports Board for utilization of the playgrounds.

     Vocational Training

      Vocational training programme is an integral part of the curriculum beingtaught in Special Education institutions. Each student has to opt for one ortwo trades such as wood- working, tailoring, welding, carpet-weaving, typing,

    computers, chick making, canning of chairs, candle work and music.

    Teacher Training

      The teachers of Special Education institutions are being imparted training inGovernment In-Service Training College for the Teachers of DisabledChildren, Lahore in different fields like Audiology, Speech Therapy, Hearing

     Assessment, Psychological Problems of Disabled Children, Latest TeachingMethodology, Curriculum Management of Special Education Institutions,Classroom Management etc.

    Speech Therapy

      To train in-service teachers of Special Education possessing diploma inteaching of deaf, two months training in speech therapy in GovernmentTraining College for the Teachers of Deaf, Lahore has been arranged.

    Mentally Retarded Children

      Courses have been tailor-made for each mentally retarded student dependingon his/her I.Q. level with special emphasis on daily living skills.

    ESTABLISHMENT OF 90 SPECIAL EDUCATION CENTERS

      90 Special Education Centers are being established at Tehsil level in theProvince. Some of the centers have already started functioning.

      Following are the details of the equipment that is made available in thecenters:

    Hearing Impaired

    Sr. No. Name of item Qty.1. Hearing Aids 502. Digital Audio Meter 013. Tympanometer 01

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    4. Hearing Aids Analyzer 015. Otoscope 016. Sound Level Meter 017. Computer 208. Printer 05

    9. Multi Media Projector 0110. Photocopier 01

     Visually Impaired

    Sr. No. Name of item Qty.1. Braille Frame 27 liner 502. Braille Frame 4 liner 503. White Cane Stick 504. Mathematic Slate (L) 505. Perkin Brailler 10

    6. Braille on Paper (imported) 50 Pkt.7. Braille Emboser with Software 058. Stylus 1009. Algebra Type 2 kg.10. Mathematic Type 2 kg.

    Physically Disabled

    Sr. No. Name of item Qty.1. Electric Treadmill 012. Auto Tricycle 03

    3. Wheel Chairs 054. Exercise Cycle 055. Electric Jogging Machine 026. Computer 107. Printer 028. Photocopier 01

    EXISTING STANDARDS

    Teacher Student Ratio

      Hearing impaired 1 : 8  Visually Impaired 1 : 6  Physically Disabled 1 : 8  Mentally Retarded 1 : 3

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    Public Health Engineering Department Water Supply & Sanitation ServiceDelivery and Technical Standards

    Design Criteria for Water Supply, Sewerage & Drainage Scheme-1998

     WATER SUPPLY SCHEMES

    Population Projection

      The growth rate of population will be @ 40% increase in 10 years for urbanareas.

      The growth rate of population will be @ 30% increase in 10 years for semiurban/ town committee.

      The growth rate of population will be @ 30% increase in 10 years for ruralareas.

    The above percentages will be amended on actual census reports when finalized by Government of Pakistan from decade to decade. However, from September 1998,the rates of increase will be 2.24% for rural and 3.31% for urban areas.

    No te :    10 years are to be counted from the year of designing and submission ofestimate.

    Design Period

      Tube-wells and treatment works 10 years  Pumping chambers (structure) 25 years  Machinery 10 years  Distribution system and rising main 20 years

    Requirement of Water

    Domestic Water Consumption

    Upto Design Per capita consumption per dayPopulation (inclusive of unaccounted for water)

    5,000 5,000 10 gallon10,000 10,000 15 gallon10,000 25,000 20 gallon25,000 25,000 30 gallon (with sewerage facilities)25,000 one lac 10 gallon (with sewerage facilities)

     Above one lac 50 gallon (with sewerage facilities)

    Industrial Water Consumption

      The requirement of any industry be assessed separately and included intotal requirement of water.

      For institutions such as hospitals, hostels, schools etc., an allowance @ 10gallons per boarder and @ 5 gallon per day scholar is to be made.

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    Short-term Variation In demand

      Max.day demand 1.5 times the ave. day demand  Peak hour demand 1.5 times max. day demand

    Terminal Pressure

      For urban residential areas 30 feet(minimum)  For rural residential areas 25 feet (minimum)

     Velocity Flow in Pipes

      Distribution main 1 to 5 feet/second  Rising mains 1.5 to 7 feet/second

    Minimum Size

    Recommended minimum size of distribution mains is 3 inches in plain areasand as per actual calculated for hilly areas. However, velocity shall be the controllingfactor.

    Cover-over Pipes

    3 feet for all sizes of pipes except in hilly area. However, all road cuts are to befilled in with pit sand/river sand.

    Public Stand Posts (PSP)

      The location of the Public Stand Post shall be made in such a manner thatit is at an approximate distance of about 350 feet from the end consumersin the rural areas and may be avoided in the urban/semi urban areas as faras possible to reduce losses.

      Each PSP shall serve about 200 persons.  PSP to be provided only after availability of revenue collection data of the

    concerned village.

    Fire Hydrants

    Fire hydrants to be provided in urban/semi urban areas. The capacity of firehydrants to deliver water should not be less than 7 gallons per second.

    Sluice Valves

     Valves shall be located at main control points for balancing and regulation.Non-return valve to be provided in rising main with length exceeding 5,000feet.

     Air Valves & Washout

     Air valves only at summits and washout at lowest points.

    Master Meters

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    Master meter shall be provided at source.

    Overhead Reservoirs

      Provide overhead reservoir where it is needed due to:  Strategic location of project.  Source is more than 5,000 feet away from village.  Difference of level between source and village is more than 100 feet.

      Capacity of reservoir will be 1/6th of the average daily demand subject tominimum of 5,000 gallons.

    Machinery

      Spare parts, tools are recommended to be provided.  Large units are economical. It may be kept in view that combination of unit is

    possible for average and peak flows.  Working hours

      Tube-wells:  Rural 8-12 hours  Urban 16 hours

      Machinery at treatment works:For population above 25,000 16 hoursFor population less than 25,000 8-12 hours

    Chlorinating

    0.1 PPM residual at the farthest end of the distribution system.

    Ground Water Storage

      Ground water storage tank at intermediate point to be provided due toexcessive head.

      Capacity of ground water storage tank @ 1/4th average daily demand will be provided.

    High Level Tank (Raw Water)

    One hour capacity of average daily requirement.

    Slow Sand Filtration

    •  Raw Water storage 50% of 21 days average water Requirement.

    •  Rate of filtration 40 gallon per day per Sq. ft of sand area.

    •  Depth of filter sand 30 to 36 inches.

    •  Effective size of sand (d10) top of filter¨ gauge to 1 feet 0.3 mm - 0.35 mm¨ 1 to 2 feet 0.25 mm- 0.30 mm¨ Top Layer 9 inches min. 0.18 mm- 0.22 mm

    •  Uniformity co-efficient of sand not greater than 2.5 (d 60/d 10)

    •  Depth of water over the sand 3 - 4 feet

    • 

     Velocity of water in under Not more thandrainage system 0.75 feet/second

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    •  Minimum number of sedimentation tanks in water treatment plants will be two.

    •  Sedimentation tanks will be constructed in series to achieve stagesedimentation prior to filtration.

    •  Range Gravel

    Range Depth3 to 1 inches 6 inches1 to 3/8 inches 2 inches3/8 to 3/16 inches 2 inches

    Total Depth 10 inches

    The gravel should be placed over the under-drains but not within 2 feet from theside walls, so that only sand will rest in the 2 feet zone along sides of the filters.

    The outlets system will be provided with telephonic arrangement of pipes toadjust required flow of filtered water according to varying resistance in filter

    media. The difference in line and outlet will be 24-30 inches.

    Rapid sand Filters

    1 Rate of filtration 2-4 gal/sq. ft/min2 Minimum depth of filter should not be less than 8.5 feet3 Depth of water on the sand should not be less than 3 feet4 Depth of filtering sand 24 inches to 30 inches5 Effective size of filtering 0.35 - 0.50 mm

    sand6 Uniformity co-efficient of sand 1.3 - 1.7

    of sand7 Supporting Gravel

    Range Depth2-1/2 to 1-1/2 inches 5 to 8 inches1-1/2 to ¾ inches 3 to 5 inches

    Range Depth¾ to ½ inches 3 -5 inches½ to 3”/16 inches 2 -3 inches3/16 to 3/32 inches 2 -3 inches

    Total Depth 15-24 Inches

    Test Pressure of Land Water Lines

    50% above class of pipes used.

    Protection of Pipes

    M.S. pipes should be provided with bituminous coating and polythene wrapping.

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     Water standards

    Substance of

    Characteristics

    Undesirable effect that

    may be produced

    Highest desirable

    level

    Maximum

    permissible

    level

    Substance causingdiscoloration

    1Discoloration 5 units(a) 50 units(a)

    Substance causing

    Odour

    Odour Unobjectionable Unobjectionable

    Substance causing

    Taste

    Taste Unobjectionable Unobjectionable

    Suspended matter 2Turbidity 5 units (b) 5 units(b)

    Total solids Taste gastrointestinal

    irritation

    500mg/l 1500mg/l

     pH range Taste corrosion 7.00-8.5 6.5-9.2Anionic detergents Taste and foaming 0.2mg/l 1.0mg/l

    Mineral oil Taste and odour after

    chlorinating

    0.01mg/l 0.30mg/l

    Copper (as Cu) Astringent taste

    discoloration corrosion of

     pipes, fitting and utensils

    0.05mg/l 1.5mg/l

    Iron (total as Fe) Taste discoloration

    deposits and growth of

    iron bacteria turbidity

    0.1mg/l 0.1mg/l

    Magnesium (asMg) 

    3Hardness tastegastrointestinalirritation in thepresence of sulfate 

    5 units(a) Notmore than 30mg/lif there is lesssulfate,magnesium uptoto 150mg/l may beallowed 

    150mg/l (a)150mg/l 

    Magnesium (asMn)

    Taste discolorationdeposit in pipesTurbidity

    0.05mg/l 0.05mg/l

    Sulphate (as SO4) Gastrointestinalirritation whenmagnesium or sodiumare present

    200mg/l 400mg/l

    Zinc (as Zn) Astringent tasteOpalescence and sand-like deposits

    5.0mg/l 5.0mg/l

    PhenolicCompounds (asphenol)

    Taste particularly inchlorinated water

    0.001mg/l 0.002mg/l

    Total hardness Excessive scale (100mg/l) CaCO3 (500mg/l)

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    50 - 80 2.5080 - 100 2.00100 - 200 2.00

     Above 200 2.00

      Multiply the average rate by the peak factor to calculate maximum dry weatherflow.

      Add allowance for industrial waste as per actual assessment. On treatedindustrial waste as per National Environment Quality Standards is allowed.

    Storm Water Allowance

      Rural Area NIL  Urban Area NIL

      50% of peak flow in northern areas  33% of peak flow in southern area

    No t e    The storm water allowance for urban area in North and South Zone will besubject to the condition that proper arrangements for connecting storm waterdrainage appurtenance and sewerage system are adequately provided.

      Design Flow (Qd) b+d+e+f  Discharge for running full (Qd) to provide air apace.

     Velocity at Design Flow

    Minimum (in difficult situation) 2.00 feet/secondDesirable minimum 2.50 feet/second

    Maximum hilly area 7.00 feet/second

    Spacing of Manholes

      Spacing of manholes in straight lines shall be as under:

    Size of sewer Spacing9 inches- 12 inches dia 100 feet- 150 feet15 inches- 24 inches dia 200 feet- 250 feet27 inches - 42 inches 300 feet42 inches - 60 inches 400 feet

     Above 60 inches dia 500 feet  Manholes should invariably be provided at every change of alignment,

    change in size of sewer or at a junction.

      Wherever drop is more than 3 feet, drop manholes should be constructed.

      Sewer above sub-soil water level.

    Size of sewer Depth Manhole Remarks

    9″ - 12″  upto 4′  2′*2′ (square) Masonry in 1:39″ - 21″  4′ - 7′  4 feet dia Cement mortar

    24″

     - 30″

      4′

     - 7′

      5 feet dia Upto 8′

     depth33″ - 42″  8′ - 20′  6-1/2 feet dia 8′ to 15¢ depth

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    45″ - 54″  8′ - 20′  7-1/2 feet dia 13-1/2 to 9″ 60″  8′ - 20′  8 feet dia Masonry

    66″  4′ - 20′  8 feet dia 15″ to 20′ 72″  4′ - 20′  9 feet dia Depth, 8′ to 9′ masonry

      For manholes under sub-soil water, core-wall and floor will be designed asper actual depth of water.

      For depth more than 10 feet RCC slab will be put at 7 feet from invent andthen 4 feet dia masonry will be constructed upto surface.

    Minimum Size Of Sewers

    Minimum size of sewer shall be 9 inches nominal dia.

    Minimum Cover

    2.5 feet over crown of the sewer.

    Pipe Roughness Co-efficient

    RCC Pipes Co-efficient “n”New Lines 0.013Old Lines 0.015

    Outfall Works  The capacity of pumps shall be such that combination for minimum

    average and maximum flow is possible.  Stand-by arrangements = 50% of peak load  Detention time of collection tanks for design flow.

    2 Population upto 25,000 10 minutes2 25,000 - 50,000 5 minutes2 50,000 - 1,00,000 5 minutes2 1,00,000 -5,00,000 2 minutes2 Above 5,00,000 2 minutes

    Bedding (A.S.T.M. Standards)

      Above sub-soil water level for Sand crush stoneSewers 9²-12² dia. (1/4²-1²/size)

    For sewer 15² dia and above.  For sewers below sub-soil water Decision to be

    and for slushy soil taken as per condi-tions at site.

    Class of Pipe

     ASTM pipes Class-II(C-76) as amended by the PHED. For use of Class-III pipes,decision to be taken as per specific site conditions.

    Pipe Reinforcement

     As per ASTM specification (as amended by the PHED)

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    Slope of Sewer Line

    Minimum gradient of sewers to attain velocities as per section on ‘Velocity atDesign Flow’.

    STORM WATER DRAINAGE

      The capacity of storm water drainage is calculated according to Burklizegerformula taking into consideration, slope of the catchments area, type ofdevelopment and intensities of rainfall based on rational assessment of the last10 years covering 80% of rain storms.

      This formula is calculated as follow:

    Q = ARC*4 3/4*“Vide page 344 of book Water Supply & Sewerage by E.W Steel, 1947”

     Where

    Q = Discharge in cusecs A = Drainage area in acresS = Average slope of the water shed in feet per thousand feetC = Co-efficient of impermeability

      Value of “R” depends upon the time of concentration i.e. T, which is the timetaken for water to flow from limits of the area under consideration to a specificpoint of the sewer. This also includes time of entry whose usual values are as

     below:  Large mansions in very large plots 2 min  Semi detached hoses 1 min

      Closely built area 1-1/2 min According to Punjab Engineering Congress paper No.295 (1952) on analysis of

    heavy rainfall in short period at Lahore by S.M. Naqvi  Value of “R” 4.32 - 0.0961

    This formula is applicable only to maximum intensity of rainfall and is limitedto a duration of 45 minutes, where

    T =Duration of heavy rainfall in minutes.

    For other cases the following value of “R” may be adopted  R = 30/T+10

     When T = 5 to 30 minutes (Time of Concentration)¦ R = 40/4+20

     When T=20 to 100 minutes

     Where time of concentration cannot be calculated, the following formula beused for finding out the discharge.Q = 60.5*R*A*C

     Where  Q =Discharge in cuft/min  R =Average intensity of rainfall in inches/hours  A =Drainage area in acres  C =Co-efficient of impermeability

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    The presence of imperviousness of various types of surface very commonly usedare those of Kuichiling which are shown below:

    Type of Surface Co-efficient ofimpermeability

     Water light road surface 0.70-0.95 Asphaltic pavement in good order 0.85-0.90Stone, Brick and wood block 0.70-0.85pavement with tightly cemented jointsSame with uncemented joints 0.70-0.80Inferior block pavements withuncemented joints 0.070-0.80

     Adamized roadways 0.25- 0.30Gravel roadways & walks 0.25-0.300Parks, gardens, Lawns, Meadows, 0.05- 0.25depending on surface slope andcharacter of sub-soil

    The percent of imperviousness for the whole area is then arrived afterestimating on ascertaining figure which are usually adopted may serve to the wholearea.

    Following figures which are usually adopted may serve as good guide:Type of surface Co-efficientMost densely built up area 0.70- 0.90

     Adjacent well built up sections 0.50- 0.70Residential area with detached houses 0.25- 0.50Sub-urban section with few building 0.10- 0.25

    For Southern Punjab, an intensity of 1/30 in per hour may be taken except forindustrial cities, whereas higher intensity (1/4 in per hour) be assumed. ForNorthern Punjab, an intensity of ¼ in per hour be assumed for small towns while ½in per hour or figure based on rational assessment be assumed for larger cities.Design Outfall Works

      Outfall pumping stations are proposed to be designed to cater for the maximumpeak load plus a 50% stand-by (50% of peak load).

    Capacity

      Present average flow (if it be less than, ½ of ultimate average) or ½

    ultimate average.  Present and ultimate peak flow.

      The pumps would be located in dry well adjacent to collecting pumps with atleast 2 minute’s retention capacity. There would be at least 2 units. The pump

     will be preceded by coarse screen with 2 inches each.

      Only works and machinery needed for the present maximum discharge would be provided.

      The pumps will be vertical centrifugal type in dry design for passing solids of 2to 3 inches size. These will be powered by A>C electric motors. For safeguardagainst power failure at least 50% pumping capacity will have additional diesel/engine in addition to the normal electric driven 50 % standby prescribed above.

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    Open Surface Drains

      Punjab standard open surface drains type I and type II are to be constructed in villages with population upto 5000 persons. The design is given in detail inChief Engineer's West Pakistan Technical Memo No 18, which may be consulted

     with the following special instructions:

      Initial houses at up stream may be first provided with “House Drains”instead of Type I.

      Tega only to be provided along houses at stating length without drains.  4-1/2” Drain on one side if street width is less then 6'.  Precast drains instead of situ type are to be preferred.  Street crossing should be in form of girder crossing instead of RCC slab as

    per Technical Memo No. 18.  Proper toe wall to be constructed at the outfall point.  Existing ponds to be eliminated as far as possible.  Cover existing ponds into oxidation ponds preferably.

      Provide screen before sullage collecting pit.  Reduce the number of collecting pits as far as a village.  Provide at least 2 number pumping units for a village.  L-Section of drains to be drawn in Tech Sanction estimate.

    Brick Pavement

      First class bricks sand grounds are to be used in brick pavement in streets of villages upto 5000 persons:

      Full pavement of street with width upto 15' with open drains on both sidescenter.

      Storm water to be guided through brick pavement.  PCC soling in Hilly areas.

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    STANDARDS FOR THE SELECTION OF RURAL ROADS

    1. 

    Proposed roads Project should link one or more village to:-

    i)  An existing highway

    ii)  An existing all-other District Council Roads

    iii) 

    A market town or administrative centreOR

    The proposed road Project should connect an existing all-weather District Council road to:-

    i) 

    An existing Highway

    ii) 

    Another existing District Council Road

    2.  The closest existing road parallel to the proposed project should be more than 3 miles away.

    3.  The proposed road project should be wholly within a rural area as defined by the 1972

     population census.

    4. 

    The proposed construction should be completed within 18-24 months.

    5. 

    An. F.M.R. road should not be less than 3 miles in length.

    6.  A kacha path/road should be available for the proposed road project.

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    WEIGHTAGE SYSTEM FOR THE PROPOSED RURAL ROADS 

    Rating Factor Weight

    a)  Population served 35

     b)  Food grain production 35

    c) 

    Road network linkage 10d)  Motor vehicle Traffic 10

    e)  Social Factors 10

    7. 

    The proposed road should be longer arterial road benefiting a large area, population and

    existing road network.

    8.  Proposed roads, preferably, must not be extension/missing links of existing incomplete/under

    construction District Council Roads.

    9. 

    If proposals for missing links are made the same must be supported by concrete commitment

    of District Council to maintain its portions of the concerned road through regular allocations

    from Non-Development Budget each year

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    YARDSTICK FOR THE MAINTENANCE AND REPAIR OF BUILDINGS 

    The yardstick for the purpose of annual grant of maintenance and Repair (Annual and

    Special) of Buildings and Services has been revised. The following revised yard-stick will be

    applicable with effect from 1-7-2003.

    Sr

    #

    Particular Unit Unit cost per annum

    (including internal and external services)

    Buildings

    with E.I.

    water

    supply &

    Gas

    Fittings

    Buildings

    with E.I.

    and water

    supply

    fittings

    Buildings

    with E.I.

    fittings

    Buildings

    without

    E.I.W.S.

    & Gas

    fittings

    Component

    of spl.

    Repair

    included in

    col. 3 to 6

    1 2 3 4 5 6 7 8

    441 – Office Buildings

    1.Main Buildings Sq ft.

    of

     plinth

    area

    11.21 10.67 9.68 8.69 1.77

    2.

    Separately

    constructed garages,

    cycle stands, shops,

    latrines, etc.

    -do- 7.01 7.01 7.01 6.47 1.22

    3. Temporary or

    Katcha buildings -do- 13.44 13.44 12.74 12.20 2.28

    442 – Office Buildings

    1. Residencies ofofficers entitled to

    free furnished

    accommodation

    -do- 14.34 13.80 12.81 11.82 2.23

    2. Residence of

    Officers in grade 17

    and above.

    -do- 13.15 12.61 11.62 10.63 2.13

    3. Residence of Staff -do- 12.85 12.27 11.28 10.29 2.06

    4. Temporary or

    Katcha Building

    -do- 13.44 13.44 12.74 12.20 2.28

    443 – Other Buildings

    1. Main Rest House

    lodge mosqueHospital Education

    Buildings.

    -do- 11.86 11.31 10.32 9.33 1.90

    2. Subordinate Rest

    houses etc.

    -do- 10.41 9.87 8.88 7.89 1.64

    3. Separately

    constructed out

    houses, cool houses,

    garages, stores,

    cycle stands shops,

    cycle stands shops,

    tubewell, chamber

    huts, jails, godowns,

    workshops etc.

    -do- 7.71 7.71 7.01 6.47 1.28

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    4. Temporary or

    Katcha buildings

    -do- 13.44 13.44 12.74 12.20 2.28

    Notes:

    (1) 

    The component of “Special Repairs” in included in the unit cost rates mentioned incolumns 3 to 6, above.

    (2) 

    External services include electric installations including street light, water supply and

    sewerage lines, tube well and disposal works, roads, lawns and arboriculture, hadges,

    compound walls, etc.

    (3) 

    The revised yard stick does not include the provision for fixed charges. The allocation for

    “fixed charges”, required to be paid by the Provincial Buildings Department, will be made

    separately, in addition to the above yardstick on the basis of anticipated actual, to cover

    the following:-

    (i) 

    Electricity charges for payment to WAPDA of residential colonies rest houses,circuit houses, Punjab Houses, Islamabad, Murree Rawalpindi and Karachi and

    Government Offices, etc.

    (ii) 

    Sui Gas charges for Circuit Houses, Rest Houses, Punjab Houses, Islamabad,

    Murree, Rawalpindi and Karachi and Hospital Boilers, etc.

    (iii) 

    Telephone charges for payment to P.T.C. for circuit Houses, Rest houses, Punjab

    Houses, Rawalpindi, Karachi, Islamabad and Murree.

    (iv) 

    Taxes and service charges in colonies for payment to City District Government,

    District Government and other local Governments.

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    REGULARIZATION OF UN-AUTHORIZED COMMERCIAL BUILDINGS

    The Commercialization Committee may regularize the existing unauthorized commercialization if it is

    on the road declared for commercialization and it existed prior to 2nd 

     July 2001, subject to payment of

    commercialization charges, fees and dues, as may be livable, at the rate of thirty percent of the value

    of the land based on the valuation tables prepared under the Stamp Act, 1899.

    1. 

    Such regularization shall be done subject to the following conditions:-

    (i) there is no encroachment on public utility sites;

    (ii) there is no violation of building bye-laws;

    (i)  a setback as required under rule 5 shall be provided or charges mentioned in rule 6

    have been deposited; and

    (ii) 

    an undertaking to the effect that setback shall be provided at the time of re-erection of

    the building has been submitted by the applicant.

    COMMERCIALIZATION OF ROADS 

    (Punjab Local Government Commercialization Rules 2004)

    Setback Requirements for the Roads Selected for Commercialization.- Properties where change

    of land use from non-commercial to commercial is involved, the owner of the property shall provide

    setback from his land as provided hereinafter:-

    (i) 

    a minimum setback of ten feet for the roads selected for commercialization by the

    Commercialization Committee irrespective of the size of the plot;

    (ii) 

    above ten feet of setback, if decided specifically by the CommercializationCommittee, keeping in view the traffic needs, covered area, nature and type of

     building, location and other related matters; and

    (iii) 

    a minimum setback of 20 feet on main roads, bye-pass roads or canals:

    Provided that in case of high-rise buildings, the Commercialization Committee shall give due

    consideration to the parking requirements before prescribing the setback.

    PLANNING STANDARDS FOR PRIVATE SITE DEVELOPMENT SCHEME

    For the purpose of roads and residential use, the “National Reference Manual on Planning and

    Infrastructure Standards” shall be kept in view. The land uses other than the above shall be as under:-

    (a)  Open Spaces/Parks Not less than 7% of the total Scheme area

    (b)  Graveyard Not less than 2% of total Scheme area

    (c)  Commercial Area Not more than 5% of total Scheme area

    (d)  Maximum size of 1000 Sq. Yards

    residential Plots

    (e) 

    Minimum Road width 30 Feet

    (f) 

    Public Buildings 2 – 10 %

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    FARM HOUSING SCHEME

    In addition to the conditions specified for the sanction of a housing scheme, the following conditions

    shall be applicable in case of farm housing scheme.

    (i)  Plot size shall not be less than 4 kanal;

    (ii) 

    Road width shall not be less than 40 feet;(iii)

     

    5% area of the Scheme shall be reserved for public utility plots viz. schools,

    dispensaries, open spaces and play grounds, mosques, post office, police station, bus

    terminal, public toilets, community centre etc. the sub-division of plots shall not be

    allowed below 4 kanal;

    (iv)  2% of total area of Scheme shall be provided for graveyard; and

    (v)  10% of saleable area shall be mortgaged with the Development Authority or Tehsil

    Municipal Administration as the case may be, as a security for the development

    works or bank guarantee of National Bank of Pakistan or the Bank of Punjab,

    equivalent to the total cost of development works shall be provided by the Developer.

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    National Environmental Quality Standards for Municipal and LiquidIndustr ial Effluents (mg/L, Unless Otherwise Defined) 

    Explanations:1 Assuming minimum dilution 1 : 10 on discharge. Lower ratios would attract progressively

    stringent standards to be determined by the Federal Environmental Protection Agency.

    2 Assuming surfactant as bio-degradable.

    3 MBAS means Modified Benzene Alkyl Sulphates.

    4 Subject to total toxic metals discharge as at Sr. No. 25.

    National Environmental Quality Standards for Industrial Gaseous

    Emissions (mg/Nm3, Unless Otherwise Defined)

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    Explanations:

    Based on the assumption that the size of the particles is 10 microns or more.

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    National Environmental Quality Standardsfor Motor Vehicle Exhaust and Noise

     Ref: The Gazette of Pakistan, Extraordinary, Published By Authority, Islamabad, Sunday, August 29,

    1993, Part II, Statutory Notification (S. R. O.), Government Of Pakistan; Environmental and Urban

     Affairs Division (Pakistan Environmental Protection Agency); Notifications; Islamabad, The 24th

     August, 1993 and from the Web Page of the Pakistan Environment Protection Agency

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    REFERENCES TO IMPORTANT PROVISIONS RELATING TO

    ENVIRONMENTAL PROTECTION

    1.  Pakistan Environmental

    Protection Act, 1997.

    2.  Section 2 (XI)

    Section 2 (xiv)

     

    Environmental Impact Assessment-(EIA)-“EnvironmentalImpact Assessment” means an environmental studycomprising collection of data, prediction of qualitative and

    quantitative impacts, comparison of alternatives,

    evaluation of preventive, mitigatory and compensatory

    measures, formulation of environmental management and

    training plans and monitoring arrangements, and framing

    of recommendations and such other components as may be

    prescribed; 

    •  Initial Environmental Examination-(IEE)  InitialEnvironmental Examination” means a preliminary

    environmental review of the reasonable foreseeablequalitative and quantitative impacts on the environment

    of a proposed project to determine whether it is likely to

    cause an adverse environmental effect for requiring

    preparation of an environmental impact assessment; 

    3.  Pakistan EnvironmentalProtection Agency Review

    of Initial EnvironmentalExamination (IEE) andEnvironmental ImpactAssessment (EIA)

    Regulations, 2000 notifiedas SRO 339 (I)/2000 dated

    13.6.2000.

    4.  Section 3 4 and 5 of theRegulations on IEE & EIA

    •  List of projects requiring IEE at schedule I of the Regulations dated

    2000.

    •  List of projects requiring EIA at schedule II of the Regulations

    dated 2000.

    5.  Section 2 of the Act Important Definitions

    “Adverse environmental effect” means impairment of, or

    damage to, the environment and includes:

    (a) impairment of, or damage to, human health

    and safety or to biodiversity or property;

    (b) pollution; and

    (c) any adverse environmental effect as may be

    specified in the regulations;

    “agriculture waste” means waste from farm and

    agricultural activities including poultry, cattle

    farming, animal husbandry, residues from the use of

    fertilizers, pesticides and other farm chemicals:

    “air pollutant” means any substance that causes pollution

    of air and includes soot, smoke, dust particles, odor, light,

    electro-magnetic radiation, heat, fumes, combustion exhaust,

    exhaust gases, noxious gases, hazardous substances and

    radioactive substances“discharge” means spilling, leaking, pumping, depositing,

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    seeping, releasing, flowing out, pouring, emitting,

    emptying or dumping;

    “ecosystem” means a dynamic complex of plant, animal and

    micro-organism communities and their non-living

    environment interacting as a functional unit;

    “effluent” means any material in solid, liquid or gaseous

    form or combination thereof being discharged fromindustrial activity or any other source and includes a

    slurry, suspension or vapour;

    “emission standards” means the permissible standards

    established by the Federal Agency or a Provincial

     Agency for emission of air pollutants and noise and for

    discharge of effluents and waste;

    “environment” means:-

    (a) air, water and land;

    (b) all layers of the atmosphere;

    (c) all organic and inorganic matter and living

    organisms;(d) the ecosystem and ecological relationships;

    (e) buildings, structures, roads, facilities and

    works;

    (f) all social and economic conditions affecting

    community life; and

    (g) the inter-relationships between any of the

    factors in sub-clauses (a) to (f);

    “hazardous substance” means:-(a) a substance or mixture of substances, other

    than a pesticide as defined in the Agricultural

    Pesticides Ordinance, 1971 (II of 1971), which,

    by reason of its chemical activity or toxic,explosive, flammable, corrosive, radioactive or

    other characteristics causes, or is likely to

    cause, directly or in combination with other

    matters, an adverse environmental effect; and

    (b) any substance which may be prescribed as a

    hazardous substance;

    “hazardous waste” means waste which is or which

    contains a hazardous substance or which may be

    prescribed as hazardous substance or which may be

    prescribed as hazardous waste, and includes hospital

    waste and nuclear waste;

    “hospital waste” includes waste medical supplies

    and materials of all kinds, and waste blood, tissue,

    organs and other parts of the human and animal

    bodies, from hospitals, clinics and laboratories;

    “industrial activity” means any operation or process

    for manufacturing, making, formulating,

    synthesising, altering, repairing, ornamenting,

    finishing, packing or otherwise treating any article or

    substance with a view to its use, sale, transport,

    delivery or disposal, or for mining, for oil and gas

    exploration and development, or for pumping water or

    sewage, or for generating, transforming or

    transmitting power or for any other industrial orcommercial purpose;

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    “industrial waste” means waste resulting from an

    industrial activity;

    “ pollution” means the contamination of air, land or water

    by the discharge or emission of effluents or wastes or air

    pollutants or noise or other matter which either directly or

    indirectly or in combination with other discharges orsubstances alters unfavourably the chemical, physical,

    biological, radiational, thermal or radiological or aesthetic

    properties of the air, land or water or which may, or is likely to

    make the air, land or water unclean, noxious or impure or

    injurious, disagreeable or detrimental to the health, safety,

    welfare or property of persons or harmful to biodiversity 

    “standards’ means qualitative and quantitative standards for

    discharge of effluents and wastes and for emission of air pollutants

    and noise either for general applicability or for a particular area, or

    from a particular production process, or for a particular product, and

    includes the National Environmental Quality Standards, emission

    standards and other standards established under this Act and therules and regulations made there under; 

    6.  SRO 742 (I)/93 dated

    24.08.1993 amended bySRO 549 (1/2000) dated08.08.2000 issued byMinistry of Environment.

    •  National Environmental Quality Standards (NEQS)

    a) NEQS for municipal and liquid industrial effluents- Annex I

     b) NEQS for industrial gaseous emission.-- Annex II

    c) NEQS for motor vehicle exhaust and noise--- Annex III

    7.   Notification SRO 1251(1)/98 dated 27.10.1998issued by the Ministry of

    EnvironmentSr. No 6, 7 and 12

    •  Delegation to the Government of the Punjab certain functions ofthe Pakistan Environmental protection Agency under Section 6 and7 of the Act with specified conditions and limitations

    8.  Section 9 of the Act

    9.  Section 10 of the Act

    Provincial Sustainable Development Fund: 

    (1) There shall be established in each Province a

    Sustainable Development Fund.

    (2) The Provincial Sustainable Development Fund shall

    be derived from the following sources, namely:-

    (a) grants made or loans advanced by the Federal

    Government or the Provincial Governments;

    (b) aid and assistance, grants, advances,

    donations and other non-obligatory funds

    received from foreign governments, national

    or international agencies, and non-governmental organizations; and

    (c) contributions from private organizations, and

    other persons.

    (3) The Provincial Sustainable Development Fund shall

    be utilized in accordance with such procedure as may

    be prescribed for..

    (a) providing financial assistance to the projects

    designed for the protection, conservation,

    rehabilitation and improvement of the

    environment, the prevention and control of

    pollution, the sustainable development of

    resources and for research in any specified

    aspect of environment; and

    (b) any other purpose which in the opinion of the

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    Board will help achieve environmental

    objectives and the purposes of this Act.

    Management of the Provincial Sustainable Development

    Fund Board 

    (1) The Provincial Sustainable Development Fund shall be managed

    by a Board known as the Provincial Sustainable DevelopmentFund Board consisting of---

    (i) Chairman, Planning and Development

    Board/Additional Chief Secretary Planning

    and Development Department

    Chairperson

    (ii) Such officers of the provincial Governments

    not exceeding six as the Provincial

    Government may appoint, including

    Secretaries in charge of the finance,

    Industries and Environment Departments

    Members

    (iii) Such non-official persons not exceeding ten as

    the Provincial Government may appointincluding representatives of the Provincial

    Chamber of Commerce and Industry, non-

    governmental organizations, and major

    donors.

    Members

    (iv) Director-General of the Provincial Agency. Member/ Secretar

     

    (2) In accordance with such procedure and such criteria

    as may be prescribed, the Board shall have the power to---

    (a) sanction financial assistance for eligible

    projects;

    (b) invest moneys held in the Provincial

    Sustainable Development Fund in such profit-

    bearing government bonds, savings schemes

    and securities as it may deem suitable; and

    (c) take such measures and exercise such powers

    as may be necessary for utilization of the

    Provincial Sustainable Development fund for

    the purposes specified in sub-section (3) of

    section 9.

    (3) The Board shall constitute committees of its members

    to undertake regular monitoring of projects financed

    from the Provincial Sustainable Development Fund

    and to submit progress reports to the Board which

    shall publish an Annual Report incorporating its

    annual audited accounts, and performance evaluationbased on the progress reports.

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    TECHNICAL SANCTION POWERS (Works & Services) 

    Original Works:S.E. Highways /Works & EDO (W&S)----- Up to Rs.200 lacs

    XEN Highways/Works & DO (Roads/Buildings)---- Up to Rs.50 lacs

    Technical Sanction:

    Repairs:SE (Works)/ EDO (W&S)------ Up to Rs.10 lacsXEN (Works)/DO(Buildings)----Up to Rs.2 lacs

    Ordinary/Special Repairs to Roads:SDO(Highways)/EDO(W&S)----Up to Rs. 20 lacsXEN(Highways)/DO(Roads)---- Up to Rs. 4 lacs

    Technical Sanction & Acceptance of Tenders in PHED:

    Up to Rs.5 million----- TO (I&S)

    Beyond Rs.5 milllion, up to Rs.20 million---- SEs of the PHED

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    MILLENNIUM DEVELOPMENT GOALS 

    Percent

    GOALS AND TARGETS INDICATORS MDGTargets

    2015

    Present

    Status for

    PunjabGoal 1 Eradicate Extreme Poverty and Hunger  

    Target 1

    Halve, between 1990 and 2015, the

     proportion of people below the

     poverty line.

    •  Proportion of Population below the calorie

     based food plus non–food poverty line. (Head-count index based on the official poverty line of

     Rs.748.56 per capita per month, based on 2000-01

     prices and 2350 minimum caloric requirement.) 

    13 32

    Target 2

    Halve, between 1990 and 2015, the

     proportion of people who suffer

    from hunger

    •  Prevalence of underweight children under five

    years of age. (Proportion of children under 5 yearswho are underweight for their age). 

    •  Proportion of population below minimum

    level of dietary energy consumption.(Proportion of Population below 2350 calories per day

    of food intake “Food poverty line”).

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      44 

    Percent

    GOALS AND TARGETS INDICATORS MDGTargets

    2015

    Presen

    Status

    for

    Punja

    Goal 4 Reduce Child Mortality  

    Target 5

    Reduce by two-thirds, between 1990

    and 2015, the under five mortality

    rate

    •  Under-five mortality rate. (No. of deaths ofchildren under five years of age per thousand live

    births). 

    •  Infant mortality rate. (No. of deaths of childrenunder 1 year of age per thousand live births).

    •  Proportion of fully immunized children 12-23

    months. (Proportion of children of 12 to 23 months ofage who are fully vaccinated against EPI target

    diseases). 

    • 

    Proportion of under 1 year childrenimmunized against measles. (Proportion ofchildren 12 months of age and received measles

    vaccine). 

    •  Prevalence of under weight children (under 5

    years of age). (Proportion of children under 5 yearswho are underweight for their age). 

    • 

    Proportion of children under five who suffered

    from diarrhea in the last 30 days and received

    ORT. (Proportion of children under 5 years who passed more than 3 watery stools per day and received

    ORS “treated with oral rehydration salt”). 

    •  Lady Health Worker’s coverage of target

     population.  (Households covered by Lady HealthWorkers for their health care services) 

    52

    40

    >90

    >90

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      45 

    Percent 

    GOALS AND TARGETS INDICATORS MDGTargets

    2015

    Presen

    Status

    for

    Punja

    Goal 6 Combat HIV /AIDS, malaria and other diseases  

    Target 7

    Have halted by 2015 and begun to

    reverse the spread of HIV / AIDS•  HIV prevalence among 15 to 24 years old

     pregnant women.

    •  HIV prevalence among vulnerable group (e.g.

    active sexual workers)

    Baseline

    to be

    reduced

     by 50%

    Target 8

    Have halted by 2015 and begun to

    reverse the incidence of malaria and

    other major diseases

    •  Proportion of population in malaria risk areas

    using effective malaria prevention and

    treatment measures. (Proportion of populationliving in 19 high risk districts of Pakistan having access

    and using effective malaria prevention and treatment as

    guided in roll back malaria strategy).

    •  Incidence of tuberculosis per 100,000

     population. (Total number of new cases of T.B.reported). 

    •  Proportion of tuberculosis cases detected and

    cured under directly observed treatment, short

    course (DOTS). (Proportion of T.B. cases detectedand managed through DOTS strategy). 

    75

    45

    85

    457

    Goal 7 Ensure Environmental Sustainability  

    Target 9

    Integrate the principles of

    sustainable development into

    country policies and programs and

    reverse the loss of environmental

    resources

    •  Forest cover including state-owned and private

    forest and farmlands. (Forest cover including state-owned and private forest and farmlands, as percentage

    of the total land area). 

    •  Land area protected for the conservation of

    wildlife. (Land area protected as percentage of totalland area). 

    •  GDP (at constant factor cost) per unit of

    energy use as a proxy for energy efficiency.(Value added “in Rs.” Per ton of ail equivalent). 

    •   No. of vehicles using CNG fuel. (No. of petroland diesel vehicles using CNG fuel). 

    •  Sulphur content in high speed diesel (as a

     proxy for ambient air quality). (Percentage ofsulphur “by weight” in high speed diesel). 

    6

    12

    28,000

    920,000

    0.5 to 0.25

    93

    3.9

    21

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    Target-10 

    Halve, by 2015 the proportion of

     people without sustainable access to

    safe drinking water

    •  Proportion of population (urban and rural)

    with sustainable access to a safe (improved)

    water source. (Percentage of population with accessto piped water). 

    Percent GOALS AND TARGETS INDICATORS MDG

    Targets

    2015

    Pres

    Statu

    Pun

    Target-11 

    Have achieved, by 2020, a

    significant improvement in the lives

    of slum dwellers.

    •  Proportion of population (urban and rural)

    with access to sanitation. (Percentage of population with access to sewerage and drainage). 

    •  Proportion of Katchi abadis regularised. (Katchiabadis regularized as percentage of those identified by

    the cut-off date of 1985). 

    90

    95

    5

    Source:- i) For Poverty Indicator (Target -1): Social Sector Performance and Poverty

    Analysis Key Performance Indicators, the Punjab, 1991-2001 by DFID. (Page 2)

    ii) 

    For Completion / Survival Rate to grade 5: EMIS, Punjab (Ready Recknor 2001,

    Page 15)

    iii) For all other Indicators: Report on MICS Punjab, 2003-04 (Page 5)

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    i

    GOVERNMENT OF THE PUNJAB

    PLANNING & DEVELOPMENT DEPARTMENT

    LOCAL GOVERNMENT PLANNING MANUAL

    VOLUME II

    APPENDIX I: STANDARDS AND YARDSTICKS

    1. 

    HEALTH

    2.  EDUCATION

    3.  WATER SUPPLY & SANITATION SERVICE DELIVERY AND

    TECHNICAL STANDARDS

    4.  RURAL ROADS

    5. 

    M&R OF BUILDINGS

    6. 

    PRIVATE SITE DEVELOPMENT SCHEMES7.  FARM HOUSING SCHEMES

    8.   NEQS

    9.  REFERENCES TO IMPORTANT PROVISIONS RELATING TO

    ENVIRONMENTAL PROTECTION

    10.  TECHNICAL SANCTION POWERS

    11.  MDGS

    12.  GUIDELINE FOR TAMEER-E-PUNJAB PROGRAMME (TPP)

    APPENDIX II: FORMS

    A): PLANNING FORMS

    1. PM 1_ Health

    2. PM 1 _Education

    3. PM 1_ Water & Sanitation

    4. PM 1_ Roads

    5. PM 2_ Works & Services

    6. PM 2_ education

    7. PM 2_ Health

    8. PM 4_ ADP Form

    9. BDD 4 Form

    B): M & E FORMS

    1. Scheme Evaluation Form

    2. MC 1 Form

    3. MC 2 Form

    4. PC 1 Form

    5. PC II Form

    6. PC III Form

    7. PC IV Form

    8. PC V Form

    9. Project Completion Report

    10. BM 5 Form

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    iiAPPENDIX - III: TOOLS & TECHNIQUES

    1. PROBLEM TREE ANALYSIS

    2. PROJECT APPRAISAL TECHNIQUES

    i) Cost Benefit Analysis

    ii) Time Value of Money

    iii) Calculating Net Present Valueiv) Internal Rate of Return

    3. STAKEHOLDER ANALYSIS

    4. SWOT ANALYSIS

    APPENDIX – IV: ADDITIONAL READINGS

    1. DEVELOPMENT AS A PROCESS

    2. DEVELOPMENT, POVERTY & GOVERNANCE

    3. GENDER MAINSTREAMING IN LOCAL PLANNING

    4. PUNJAB POVERTY REDUCTION STRATEGY PAPER (P-PRSP)

    5. PUBLIC PRIVATE PARTNERSHIP

    APPENDIX - V: ROLE & RESPONSIBILITIES IN LOCAL PLANNING

      ZILA NAZIM

      LOCAL COUNCILS

      DCO

      EDO (F&P)

      SECTORAL EDO

      DISTRICT OFFICERS

      DDO

      FACILITY MANAGERS

      TEHSIL NAZIM

      TEHSIL COUNCIL

      TMO

      TO (I&S)

     

    UNION NAZIM

      UNION COUNCIL

      UC SECRETARY

      ZMC 

      WOMEN COUNCILLORS 

      PROJECT PLANNER’S CHECK LIST BEFORE PROJECT

    EXECUTION

      LIST OF LAWS/RULES ETC. RELEVANT FOR LOCAL

    GOVERNMENTS  LAWS TO BE ENFORCED BY THE LOCAL GOVERNMENTS 

    REFERENCE TO LAWS RULES AND POLICY LETTERS

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    LOCAL GOVERNMENT PLANNING MANUAL

    VOLUME II

     APPENDIX I

    STANDARDS & YARDSTICKS

    1. HEALTH

    2. EDUCATION

    3. WATER SUPPLY & SANITATION SERVICE DELIVERY AND

    TECHNICAL STANDARDS

    4. RURAL ROADS

    5. M&R OF BUILDINGS

    6. PRIVATE SITE DEVELOPMENT SCHEMES

    7. FARM HOUSING SCHEMES

    8. NEQS

    9. REFERENCES TO IMPORTANT PROVISIONS RELATING TO

    ENVIRONMENTAL PROTECTION 

    10. TECHNICAL SANCTION POWERS

    11. MDGs

    12. GUIDELINES FOR TAMEER-E-PUNJAB PROGRAMME (TPP)

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      1

    GUIDELINES FOR

    TAMEER-E-PUNJAB PROGRAMME (TPP)

    1. GENERAL

     Tameer-e-Punjab Programme was initiated during 2003-2004 to implement the

    need based local schemes identified by the MPAs. It’s salient features/guidelines for

    implementation are as under:-

    i.  The Local Government & Rural Development Department is the administrativedepartment for this programme.

    ii.  It’s focus is on generation of economic activity and employment at the local level.

    iii.  Funds are allocated constituency wise.iv.  Funds against the reserved seats for women and minorities can be utilized on

    development schemes on all Punjab basis and such schemes are coordinated by

    the office of the Director General, LG&RD Department.v.  The Provincial Steering Committee/District Steering Committee have the

    discretion to initiate:-

    a.   New development schemes against the funds allocated under TPP; or

     b.  Provide funds to the Local Governments, Cantonments Boards concernedfor augmenting their development activities;

    c.  Mega projects in the district can be initiated /financed by jointly allocating

    funds of more than one constituency.vi.  The Provincial Steering Committee is empowered to identify/recommend

    development schemes for approval of the competent forum/execution under

    Tameer-e-Punjab programme against any constituency / district.

    2. SCOPE OF THE TPP

    The sectors/schemes eligible under TPP are mentioned in ensuing paragraphs:

    Physical Infrastructure

    a. Roads

    i.  Farm to market roads.ii.  Construction of missing link roads (upto 2 k.m.).

    iii. 

    Resurfacing/rehabilitation of existing roads/streets; andiv.  Shingle/Jeepable roads in hilly/tribal areas, subject to clearance of

    such roads by the Provincial Steering Committee on TPP on case to

    case basis.

    b. Water Supply & Sanitation |

    i.  Rehabilitation or augmentation of existing water supply schemes.

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    ii.  Provision of Water Supply/Purification Plants where available

    drinking water is not potable;iii.  Provision of new/improvement of existing sanitation and drainage

    system;

    iv.  Construction of drains including pavement of streets, and construction

    of storm water channels; andv.  Provision of tractor trolleys for disposal of solid waste.

    c. Provision of Sui Gas

    Provided the proposal is considered feasible by the Sui Gas Authorities.

    d. Rural Electrification

     New villages/mauzas or left over/uncovered abadis /settlements of an already

    electrified village/mauza.

    e. Criteria for Electrification of new Villages/Mauzas

    i.  Distance from 11 KV line should not to be more than 2 k.m.

    ii.  Minimum population of the village/mashmoola deh should be 50

     persons (as per census 1998/revenue record).

    Note: Copy of finally approved list will be provided to the Chief Engineer

    (Power) Irrigation & Power Department for follow up action.

    Social Infrastructure

    f. Education

    •  Provision of missing facilities in existing primary/elementary, high and highersecondary schools/colleges.

    g. Health

    •  Provision of missing facilities (excluding purchase of medicines) in BHUs, RHCs,

    Tehsil Headquarters Hospitals and District Headquarters Hospitals.

    h. Civil Amenities

    Provision of:

    i.  Parks / linear parks;

    ii.  Street lights;

    iii.  Play grounds (except civil works);

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    iv.  Fire Fighting equipment;

    v.  Construction of boundary walls of graveyards.vi.  Renovation of churches.

    3. NON-ELIGIBILITY

    The funds allocated for TPP will not be utilized for the following purposes:-

    i)  Payment of salaries, honoraria, TA/DA etc;

    ii)  Purchase of vehicles, except for ADLGs out of 2% contingencies as

    allowed by the Finance Department;iii)  Purchase of machinery/equipment, furniture / fixtures, etc. except for

    health, educational, solid waste management and fire fighting facilities

    or providing logistics support to the programme out of 2% project

    contingencies;

    iv) 

    Printing of calendars, diaries, greeting cards, etc;v)  Holding of official meetings/functions in hotels, serving of lunches/

    dinners in official meetings, holding of Iftar/Eid-milan parties, etc.vi)  Purchase of road, building and other heavy equipment; and

    vii)   Non development expenditure and purchase of medicines.

    4. IDENTIFICATION OF SCHEMES

    i.  The District Steering Committee finalizes identification and prioritization of schemes, keeping in view criteria approved by the

    Government for identification of schemes for the respective sectors. Inspecial circumstances the selection criteria can be relaxed by the

    Provincial Steering Committee on case to case basis on the

    recommendation of the concerned District Steering Committee.

    ii.  The size of the schemes should be large enough to create visibledevelopment impact, and in no case the cost of the scheme selected for

    execution is to be less than Rs.0.100 million.

    iii.  The allocations are not to be thinly spread on identified schemes. Allschemes will be fully funded and completed within one year.

    iv.  Physically incomplete/un-funded schemes are eligible for funding

    under the programme.v.   No scheme shall be undertaken in piecemeal.

    5. APPROVAL OF SCHEMES

    i.  Preparation of schemes in the PC-I Form for the works costing upto

    Rs.1.5 million is not mandatory, however it is mandatory for works

    costing above Rs.1.5 million.

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    ii.  The schemes costing upto Rs.1.5 million are approved by the

    Category-I officer as notified by Finance Department or by the DistrictDevelopment Committee.

    iii.  The schemes costing Rs.1.50 million to Rs.20.000 million are to be

    approved by the District Development Committees.

    iv. 

    The Administrative Approval is to be issued by competent forum.v.  The Technical Sanction is to be issued by the competent authority as

     prescribed/notified by the Finance Department.

    6. FINANCING & ACCOUNTING OF TPP

    i.  In order to provide centrality to the programme in each district, thefunds for the programme are placed at the disposal of the District

    Coordination Officer (DCO) in a Personal Ledger Account (PLA)

     jointly operated by the DCO and the EDO (F&P). The funds are

    released by the Finance Department, Government of the Punjab under

    respective grants; on the advice of the Planning & DevelopmentDepartment.

    ii.  Expenditure is incurred directly from the PLA on submission of the

     bill in the prescribed manner by the respective executing agency for pre-audit by the District Accounts Officer concerned, who accordingly

    advises the DCO to make payment, out of the PLA.

    iii.  The executing agencies are required to observe the existing accounting

     procedures in relation to the funds provided for each scheme to theDistrict Government / TMA and Provincial Government (on devolved

    departments).

    iv. 

    In case execution is to be done by a Federal or a Provincial agency,(non devolved departments) the funds are to be released to it directly,

    and execution of such schemes is to be done in accordance with theexisting rules and procedures.

    v.  The funds provided for the programme are lapsable on 30th

     June of the

    financial year. However, unspent balances, if any are provided anew in

    the next financial year, if necessary, for completion of the schemes.

    vi.  In order to meet the contingent requirement of each scheme, anamount equivalent to 4% of the funds for each scheme are allocated to

    contingencies. Out of which amount equivalent to 2% of such funs can

     be utilized by the concerned DCOs to provide infrastructural supportto the offices of ADLGs/DDCs.

    vii.  Similarly an amount equivalent to 2% of funds allocated for special

    seats (women & minorities) can be utilized by the LG&RD

    Department for providing infrastructural support to the programme atProvincial level.

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    7. O & M COST OF COMPLETED SCHEMES

    i.  For operation and maintenance of water supplies and sewerage &

    drainage schemes provision can be made for two years expenditure in

    the capital cost of the scheme as O&M support fund. User committees

    for the schemes are to be constituted prior to execution/launching ofthe scheme and dues shall be collected by them from the users as per

    existing procedure. The money spent by the User Committee from the

    O&M Support fund will be replenished in due course of time.

    ii.  For O&M of other schemes requisite expenditures would be providedto the concerned Local Government by the Finance Department, as

    additionality.

    8. EXECUTION AND MONITORING

    a. 

    EXECUTION

    The schemes are executed by the concerned line

    departments/agencies of the Federal, Provincial, and the LocalGovernments.

    b.  MONITORING

    i.  A Provincial Steering Committee comprising Minister for

    Local Government, Chairman P&D Board, Secretary FinanceDepartment and Secretary LG&RD Department oversees the

    implementation of TPP at Provincial level.

    ii.  The LG&RD Department coordinates, supervises and monitorsthis programme in coordination with MPAs, Provincial

    Government Departments and the Local Governments. The

    office of the Director General, Local Government and RuralDevelopment Department acts as focal point at provincial

    level.

    iii.  The concerned Assistant Director LG&RD acts as Secretary to

    the District Steering Committee. He also submits monthlyexpenditure statements/physical progress reports to the

    Director General, LG&RD Department by 10th

     of each month.iv.  The District Steering Committee monitors and supervises the

    TPP at district level and ensure transparency in itsimplementation.

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    LOCAL GOVERNMENT PLANNING MANUAL

    VOLUME II

     APPENDIX II

    FORMS

    A): PLANNING FORMS

    1. PM 1_ Health2. PM 1 _Education

    3. PM 1_ Water & Sanitation

    4. PM 1_ Roads

    5. PM 2_ Works & Services

    6. PM 2_ Education

    7. PM 2_ Health

    8. PM 4_ ADP Form

    9. BDD 4 Form

    B): M & E FORMS

    1. Scheme Evaluation Form

    2. MC I Form

    3. MC II Form

    4. PC I Form

    5. PC II Form

    6. PC III Form7. PC IV Form

    8. PC V Form

    9. Project Completion Report

    10. BM 5 Form

    11. BM 7 Form

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    Planning Manual Form: PM_1 1

     

    PLANNING MANUAL FORM 1 (PM-1) / UC-1

    WATER SUPPLY

    To be completed by concerned official in consultation with Local representatives and Community

    1 1.1: General Data: 

    District:_________________ Tehsil:________________

    Union Council:___________ No:_______ Area:__________

    Population(Total):_________ M:________ F:__________

    Voters: Total: ____________ M: ________ F: __________

    1.2: Development Profile of the UC:

    Village Population Elect WS FMR

     Instruction for filling in section 1:

    1.1: This is secondary data obtained from the published sources like census report bureau of statistics and record of revenue, education, election commission and other in line departments. The objective is to help the officials in assessing ability of the services and planning for improvement / expansion etc.

    1.2 This is supposed to be primary data and should be collected first hand by the official filing this form.

    The objective is to have the real picture of the UC and to facilitate correct decision making. This facilitates the planners in setting up the priorities and appropriate resources allocation. 

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    Planning Manual Form: PM_1 2

     

     Instructions for filing in Section 2:

     2.1 Compile all the data and give a summary of the water supply facilities at the UC level.

     2.2 This is supposed to be primary data and should be collected first hand by the official filing

     this form. The objective is to have a real picture of a status of water supply at union council.

     Need assessment for further developments in the area shall be based upon this data.

    1.2 The sub Engineer filing in the form shall visit each of the schemes and collect accurate

     figures at least once a year.

    Piped Water

    Plane water untreated

    Pond / Lake / untreated

    Hand Pumps

    Other Sources

    VOP %age using

    POP % age using

    POP %age using

    POP %age using

    POP %age using

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    Planning Manual Form: PM_1 3

     

     2.2  WATER SUPPLY SCHEMES

     S  c h  e m e 

     Vi  l  l   a g

    Ar  e  a

     e 

     S  o ur  c  e  s 

     of   W a t   e r 

    D om

     e  s  t  i   c 

     C onn e  c  t  i   on s 

     C om

    P  S T 

    F i  l   t  r  a t  i   on /  

    T r  e  a t  m e n t  

     OH S T 

     N o . of  

     e m pl   o y e  e  s 

     

    R e  v e n u e 

    Yr  s  . Of  

     C omm s n

     

     S 

     c  o

     O

    f  

    x p an s i   on

     p e 

    R e  c  .

    E x p s 

    Hr  s  .

    D a y s 

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    Planning Manual Form: PM_1 4

     3.1 EVALUATION:

     Mode of Water Supply

     Main Sources of Pollution of water

    Sources Detail

    Industries

    Sewerage

    Drains

    Others

    Quality of water as tested in an authorized lab.

     3.2 Private Sector Participation

    %age of population on private sector water supply.

     Mode of Pvt. Sector distribution source of water for Pvt. Suppliers.

     Average cost / ho