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City Sanitation Plan


THOOTHUKUDI CITY MUNICIPAL CORPORATION



CITY SANITATION PLAN

CONTENTS

I. GENERAL INFORMATION

� City Sanitation Task Force

� Town Map

� Swachhata

� Approach And Methodology

� Components Of CSP

� National Urban Sanitation Policy

� City Sanitation Plan

� Need For CSP

� What Is CSP

� Why CSP

� City Profile

� General Profile

� Land Use

� City Map

� Ward Wise Households &Population

II. OPEN DEFECATION FREE

� Open Defecation Free City

� Pie Chart

� Profile

� Location Of Community/Public Toilet

� Map Showing Location Of Toilet

� Public Toilet/Free Urinal Image

� Individual Household Toilet Image

III. SOLID WASTE MANAGEMENT

� Solid Waste Management

� Need For SWM

� The Objectives Of Project

� Demographics

� Municipal Administration

� Population Growth

� Projection Of Population and Generation of Solid Waste

� Details Of House Holds & Other Infrastructures

� The MSW Mandate

� Components And Status Of Compliance

� Quantification Of Solid Waste

� Characterization Of Solid Waste


� Solid Waste Management Completed Works

� Transportation &Equipments

� Biomethanation Plant

� Waste Pyramid

� Process Design For MSW Composting

Unit � Recovery Of Recycling

� Green Belt Development

� Solid Waste Management Improvement 2015-2016

IV. WATER SUPPLY

� City Salient Features

� Map Showing Water Supply Distribution

System � Schematic Diagram

� Existing & Proposed Water Supply

System � Amrut 2016-2017

V. UNDER GROUND DRAINAGE

SYSTEM � UGSS Details

� City Salient Features

� UGS Pumping Station

Details � STP

� Sludge Digester

� Amrut 2016-

2017

VI. OPEN DRAIN & STORM WATER

CHANNEL � Desilting Report

� Desilting Of Channels

Estimate � Length Of Drains

� Mosquito Control

VII. INFORMATION EDUCATION & COMMUNICATION

� Public Participation In SWM

� Decentralized Waste Management System

� Public Information,Education,Communication Programs(Iec)

� Capacity Building In Msw Management

� Safety And Precautions In Swm


GENERAL

INFORMATION


CitySanitationTaskForce • Special

officer / Chairman / Councilors

• Corporation Commissioner

• City Health Officer

• Executive Engineer

• Assistant Executive Engineer / Assistant Enginner

• Sanitary Officers

• Sanitary Inspectors

• Sanitary Supervisors

• NGO / Voluntary Organization / SHGS

• Stake holders

• Sanitation Private Agency

• Sanitary Workers


Methodology For CSP:


• City Sanitation Mainly based on the five basic

amenities illustrated in the diagram Shown below.


Approach and Methodology


COMPONENTSOFCSP

Water Supply

• Sewage

• Storm water drainage

• Solid Waste Management

• Information, Education and Communication

• Environment

• Open defection free


National Urban sanitation Policy (NUSP)

National Urban Sanitation Policy (NUSP) has been

formulated by Government of India with a vision to provide

appropriate Sanitation facilities in all cities/towns. State have

to prepare State Sanitation Strategies and cities/towns are

required to prepare city Sanitation Plans (CSPs) as per NUSP

guidelines,so as to improve health and environmental

outcomes. The CSP is a vision document on sanitation with 20

to 25 years horizon with short term town level action plans

for five years to achieve sanitation goals. CSP envisages

achieving the following outputs

� Open Defecation free status. � Elimination of manual Scavenging and safety of

sanitry workers. � Prepare disposal of rain water and storm water

drainage.

� Recycle and reuse of treated waste water for non- potable applications.

� Solid waste fully collected and safely disposed of scientifically.

� Serving the unserved with basic minimum services.

� Measures for improved public health and

environmental standards.


CITYSANITATIONPLAN

• Open defecation free town

• Providing individual households toilets to all households in

the city

• Maintenance of Community / Public Toilets in a hygenic

manner

• Providing protected water supply to all households in the

town.

• Safe disposal of sewage water in UGD scheme.

• Providing UGD connection to all households / Commercial

/ Public & Private institutions.

• Drainage and storm water drainage to be strengthened and

well maintenance of the same.

• 100% door to door Segregated Garbage Collection.

• Bulk waste garbage generators to dispose bio waste.

• Municipal solid waste to be collected and disposed

scientifically.

• Reclamation of existing dumpsite.

• Dry recyclable waste are to be collected once in a week.

• Recyclable waste are to be sold to the recyclers and the

amount disbursed among sanitary workers concerned.

• Garbage free Thoothukudi to be achieved.

• Providing safety equipments to all sanitary workers.

• Setting up of MCC centers so that all bio waste are disposed

at the site.

• Capacity building / Training programs for all staff.


• Medical camp / Eye camp to be organized at periodical

intervals.

• Providing Medical facilities to all citizens in the town.

NeedforCSP

• To achieve the goal of universal sanitation

• To develop access to safe and hygienic sanitation facility and

arrangements (individual or community toilets) to all urban

population so that no one defecates in the open

• To develop adequate availability and 100 percent upkeep and

management of public sanitation facilities in all urban areas like

commercial areas, offices, institution and service centres etc.

• To ensure scientific collection, treatment and safe disposal and

establish appropriate and feasible technology of disposal system

for human excreta & liquid waste from all sanitation facilities

and establish appropriate system of operation & maintenance of

the disposal system.


What is CSP?

The CSP is a vision document on Sanitation with 20 to 25

years horizon with short term town level action plans for 3-5

years to achieve sanitation goals as per above stated objections.

Broad areas to be covered in CSP are:

• Awareness generation

• Sanitary choices and Technical options

• Operation & Maintenance and service Delivery system

• Institutional Responsibilities

• Reaching the un-served and poor households

• Legal and Regulatory Institutional Responsibilities

• Planning and Financing

• Capacity Building & Training

• Implementation Management

• Monitoring & Evaluation and supervision

• City Reward Schemes.


WHY CSP

• Facilitate vision on a long term perspective.

• Sanitation aspect should be approached to ensure

effectiveness

• Long term vision on transion to a 100% sanitized city.

• To understand the cost and user charges implications.

• Ensure proper assessment of codex and investment

phasing

• Awareness and sensitization of community.


CITY PROFILE

GENERAL PROFILE

NAME OF ULB

: THOOTHUKUDI CITY MUNICIPAL

CORPORATION

AREA IN SQ.KM

:

90.66 Sq.Km

POPULATION AS PER 2011

CENSUS

:

372408

NUMBER OF WARDS

:

60

NUMBER OF STREETS

:

NUMBER OF SANITARY

DIVISION

:

60

NO.OF HOUSE HOLDS

:

116921

NO.OF SLUMS

:

100

SLUM POPULATION

:

768608

SLUM HOUSE HOLDS

:

21551

NO.OF GOVT.HOSPITAL

:

1

PRIVATE HOSPITAL

:

NO. OF OTHER INDIAN

SYSTEM OF MEDICINE

:

NO.OF URBAN PHC

:

16

City Sanitation Plan Page 20

City map


Ward Wise HouseHold &Mid year 2017

Population Ward No Total No of House Holds

1 1669

2 1760

3 6357

4 3072

5 3852

6 2965

7 1025

8 1440

9 1061

10 1994

11 2157

12 2016

13 1320

17 2719

18 2474

14 978

15 2251

16 1426

19 1262

20 1857

21 1372

22 1137

23 1455

24 2086

25 2328

26 1515

27 1060

28 1088

29 1355

30 1253

31 1118

32 2519

33 1599

34 4078

35 2894

36 3264

37 2533

38 1051

39 1452

40 1846

41 1278

42 1900

43 2759

44 1906


45 1277

46 1632

47 1799

48 2599

49 1940

50 1963

51 1808

52 3127

53 1394

54 2759

55 1743

56 1010

57 1327

58 1733

59 1529

60 327

TOTAL 116468


OPEN DEFECATION

FREE CITY


Open Defecation Free Awareness :


HOU

The diagram bel

(86.9%)

o Househo

HOUSE HOLD TOILET

low explains the households

olds using Community Toilets(1

Page 27

s with Toilets

(13.1%).


PROFILE

INDICATORS NO.S PERCENTAGE

TOTAL POPULATION(AS MID YEAR 2017)

372408

TOTAL NO.OF HOUSEHOLDS(AS PER2011

CENSUS)

116921

TOTAL NO.OF HOUSEHOLDS(AS PER 2017)

234624

NO.OF HOUSEHOLDS WITH TOILETS

101645

89.60%

NO.OF HOUSEHOLDS WITH OUT TOILETS

2089

10.40%

NO.OF TO BE COVERED UNDER IHHL

2961

NO.OF HOUSEHOLDS WITH OUT LAND

5909

PUBLIC & COMMUNITY

51

PUBLIC&COMMUNITY TOILETS USABLE

51

PUBLIC&COMMUNITY TOILETS NON USABLE

8


PUBLICTOILET

War

d

No.

Location of

all the Public

Toilets

Status of the

Toilet

(Constructed/Un

der

Construction)

Unique ID of

CT/PT

(if th ULB says

YES in the

above question)

Landmark

(Nearest

Residential Area/

Commercial Area)

Whether

the PTU

has been

monitize

d?

Type of

Monitizati

on

4 New

Busstand Constructed

TMC/004/PTB/

001 New Busstand Yes SHG

4 New


TMC/004/PTB/


4 New


TMC/004/PTB/


4 New


TMC/004/PTB/


24 South

Cotton Road Constructed

TMC/024/PTB/

001 Opp FIreService Yes SHG

27 VOC Market Constructed TMC/027/PTB/

001 Opp FIreService Yes SHG

36 Palai Road Constructed TMC/036/PTB/

001 Burial Ground Yes SHG

40 Anna


TMC/040/PTB/

001 Old Busstand Yes SHG

40 Anna


TMC/040/PTB/

002

Old Busstand ( Pay

& Use ) Yes SHG

40 WGC Road Constructed TMC/040/PTB/

003

Opp Chatram

Busstand Yes SHG

41 Jeyaraj Road Constructed TMC/041/PTB/

001

Near Vegetable

Market Yes SHG

41 Palai Road Constructed TMC/041/PTB/

002 Rajaji Park Yes SHG


CommunityToilet

War

d

No.

Location of the all the

Community Toilets

Status of the

Toilet

(Constructed/Un

der Construction)

Unique ID of

CT/PT

(if th ULB says

YES in the

above question)

Whether

the PTU

has been

monitize

d?

Type of

Monitizati

on

1 Dhanasekara Nagar Constructed TMC/001/CTB/0

01 Yes SHG

1 Pandarampatti East Constructed TMC/001/CTB/0

02 Yes SHG

1 Pandarampatti West Constructed TMC/001/CTB/0

03 Yes SHG

3 Nikilesan Nagar Constructed TMC/003/CTB/0

01 Yes SHG

6 Ambedhkar Nagar Constructed TMC/006/CTB/0

01 Yes SHG

7 Selvanayagapuram Constructed TMC/007/CTB/0

01 Yes SHG

9 Kandasamy Puram Main Road Constructed TMC/009/CTB/0

01 Yes SHG

11 Muthukrishna Puram Main

Road Constructed

TMC/011/CTB/0

01 Yes SHG

11 muthukrishna Puram (Subbiah

Park) Constructed

TMC/011/CTB/0

02 Yes SHG

18 Marraikarayar Meenavar

Colony Constructed

TMC/018/CTB/0

01 Yes SHG

18 Kalaingnar Nagar

(Loorthammal Puram) Constructed

TMC/018/CTB/0

02 Yes SHG

18 Mettupatti (Loorthammal

Puram ) Constructed

TMC/018/CTB/0

03 Yes SHG

20 Mettupatti Pallivasal Street Constructed TMC/020/CTB/0

01 Yes SHG

21 Sangukuli Colony Constructed TMC/021/CTB/0

01 Yes SHG

14 VVD Park Constructed TMC/014/CTB/0

01 Yes SHG

24 South Raja Street Constructed TMC/024/CTB/0

01 Yes SHG

24 George Road ( NearTharuvai

Ground ) Constructed

TMC/024/CTB/0

02 Yes SHG

24 George Road ( Near Gandhi

Nagar) Constructed

TMC/024/CTB/0

03 Yes SHG


32 South Beach Road (Mini

Sahayapuram) Constructed

TMC/032/CTB/0

01 Yes SHG

32 Panimayanagar ( Pulthottam) Constructed TMC/032/CTB/0

02 Yes SHG

31 Ganeshapuram Constructed TMC/031/CTB/0

01 Yes SHG

34 Madathur Constructed TMC/034/CTB/0

01 Yes SHG

34 Kaloori Nagar Constructed TMC/034/CTB/0

02 Yes SHG

35 Ceylon Colony Constructed TMC/035/CTB/0

01 Yes SHG

37 Anna Nagar 12 th Street Constructed TMC/037/CTB/0

01 Yes SHG

40 New Colony Constructed TMC/040/CTB/0

01 Yes SHG

41 AnnaNagar 1st Street Constructed TMC/041/CTB/0

01 Yes SHG

44 BoltenPuram 3rd Street Constructed TMC/044/CTB/0

01 Yes SHG

47 Levingepuram 2nd Street Constructed TMC/047/CTB/0

01 Yes SHG

56 Athirmarapatti Constructed TMC/056/CTB/0

01 Yes SHG

52 Soosai Nagar Constructed TMC/052/CTB/0

01 Yes SHG


INDIVIDUALHOUSEHOLDTOILET


SOLID WASTE

MANAGEMENT


NEEDFORSOLIDWASTEMANAGEMENT

A well designed Solid Waste Management system, based

on the salient features of ‘Municipal Solid Waste

(Management & Handling) Rules 2000’ and the ‘Manual on Solid Waste Management’ by Central Public Health &

Environmental Engineering Organization (CPHEEO) has

been framed to form an approach to Green local Body as a

model “GARBAGE FREE THOOTHUKUDI CITY MUNICIPAL CORPORATION”.

There is a need to make substantial improvement in the

MSWM practices in the Corporation to raise the standards

of health, sanitation and rural environment keeping pace

with the rapid urbanization and growing population. Hence

there is a need for strengthening and modernizing of the

SWM practices. The Commissioner of Municipal

Administration, Chennai encourages the preparation of Detail Project Report for Strengthening of Solid Waste

Management as “Resource Recovery Project” for

THOOTHUKUDI City Municipal Corporation in

THOOTHUKUDI District.


The objectives of the project are ensuring the

followings

• No littering of waste on the streets.

• Segregation of recyclable and biodegradable waste at source of

waste generation and its storage at source from households,

commercial establishments.

• Proper storage facilities at public places.

• Door to door collection of waste from all households, shops and

establishments as well informal settlement on day to day basis.

• Street sweeping in all the areas including informal settlements

using improved tools.

• Transportation of biodegradable, recyclables, inert from de-

silting of

• drainages in secondary transport vehicles avoiding multiple

and manual handling of waste.

• Collection and treatment of high bio methonization potential

waste such as food waste, slaughter house waste,

chicken/mutton/fish stall, vegetable and fruit waste separately.

• Installation of Centralised Bio Methanization Plant for the

treatment of food waste, slaughter house waste and other

potential waste at the capacity of 10 MT per day

• Setting up a microbial compost plant of 120 MT/Day

Installation of Decentralised Resource Recovery Centres

comprising of plastic shredding machine, baler machine.

• Ensuring the residue of the waste will be scientifically disposed

to the proposed Secure Landfill Facility.

• Rehabilitating the existing dump site by revamping through bio

mining method to recover the land for beneficial usages and

also to eliminate the environmental degradation due to

uncontrolled and unscientific dumps of waste at

Tharuvaikulam.


• Involving Community, Industries, NGO and private sector in

managing the waste scientifically and cost effectively especially

for the creation of awareness on source segregation.

• Introducing the element of cost recovery through user fees

from commercial establishments, sale of compost and

recyclable materials.

• Capacity building among the concerned stakeholders of

MSWM by training. Maintaining proper data base for the

effective implementation of MSWM.


Demographics:

Thoothukudi is a port City situated in the Gulf of Mannar

about 125Kms. North of Cape Comorin. Thoothukudi City was elevated as

a Corporation on 05.08.2008. This City Municipal Corporation is spread

over an extent of 90.663 sq.kms. and has a population of 3,20,466 as per

2001 census. Thoothukudi Corporation is divided into 60 wards after its

expansion in the year 2011 and these wards are comprised in four zones

- (i.e) East,West,North & South. East zone has 14-16 and 19-33 wards,

West zone has 34-47 wards, North zone has 1-13 and 17,18 wards and

South zone has 48-60 wards.

It is served by three main roads which radiate to Madurai, Tiruchendur

and Tirunelveli. It is also the terminal of the broad gauge railway line

which connect Thoothukudi with the Southern Railway broad gauge

system.


Municipal Administration

The Thoothukudi City Municipal Corporation was officially

constituted as municipality in the year 1866. Upgraded as a

Corporation on 05.08.2008 Initially,the city exercised its

jurisdiction over an area of 27.00 Sq.Km2 and its affairs were

administered by a c i t y level committee or municipal

committee. T h e c o r p o r a t i o n and currently, exercises its

authority over an area of 90.66 Sqkm It comprises

60 wards and formulated as corporation in Tamilnadu

state. Practically the growth rate of population is almost 1 1 . 9

% The floating population of 7 5,000 may be reason for

the higher capita generation of waste.

The functions of the corporation are devolved into

Four zones and one main office. Comprising departments of

General, Engineering, Revenue, Public Health,

Townplanning, Accounts. All these departments are

under the control of a

Corporation Commissioner who is the supreme

executive head.


Population Growth- 1991 to 2011 census and

projections of 2025

Year 1991 2001 2011 2019 2025

Population 564349 320466 376549 432000 500000

Floating Population 35,000/day

Density of Population: 4026/Sq.Km

Projection of Population and generation of solid waste

Yea r Populatio

n

Next

Year

Populatio

n

Rate of

increase

in

generatio

n of

waste

Estimate

d

quantity

in

MT/Day

Estimate

d qty of

organic

waste in

MT/Day

Est.Qty

of inert

waste

to be

land

filled in

MT/Da

Est.Qty

of intert

waste to

be land

filled in

MT/Yea

r

Cumulativ

e Total of

inert waste

in MT

2011 376549

386212

0.415

180.00

120.00

36.0

26640

26640

201 5 386212 397282

0.425

186.00

122.2

38.4

27504

54144

201 6 397282 398943

0.430

192.00

128.2

40.4

28224

82368

201 7 398943 412146

0.435

204.00

130.0

48.0

28800

11168

201 8 412146 432000

0.440

210.00

120.8

56.3

29628

140836

201 9 432000 435047

0.445

215.00

122.4

59.8

30528

171364

202 0 435047 458021

0.450

220.00

126.4

60.8

31248

202612

202 1 458021 475210

0.455

226.00

128.0

62.0

32040

234652

202 2 475210 495712

0.500

230.00

130.6

63.2

35712

270364

202 4 495712 500000

0.505

234.00

132.2

64.4

36504

306868

The Important details the households,

commercial


establishments, Educational institutions and other

infrastructures like roads drainages are Illustrated in the table .

Details of the Households,

commercial establishments and

other infrastructure

Description

No

Description

No

Area

91.4

Sq.km

Hotels and

Restaurant

62

No of Wards 60 Lodges 41

Population as2011

372408

Marriage and

community Halls

60

No of households(Tax

assessed)

1,98,688

Vegetable Market

11

Commercial

Establishments

25504

Fish market

1

No of Slum 100 Slaughter house 3

Slum House Holds 31220 No of Industries 584

Slum populations 131127 Hospitals 139

Common Places 85 Length of Channel Km

Educational

institutions-Schools

285

Length of Drain

Km

Educational

institutions-Collages

13

Total Road length

855 Km


The MSW Rules 2000 mandate the following seven

essential steps.

1. Prohibit littering on the streets, promote segregation of

recyclable waste at source and ensure storage of waste at

source in two bins; one for biodegradable waste and

another for recyclable material.

2. Organize Primary collection of biodegradable and non-bio

degradable waste from the doorstep, (including slums and

squatter areas,) at pre informed timings on a day-to-day

basis using containerized battery operated vehicle

/pushcarts.

3. Organize Street sweeping covering all the residential and

commercial areas on all the days of the year irrespective

of Sundays and public holidays.

4. Abolish open waste storage depots and make provision of

covered containers or closed body waste storage depots.

5. Organize Transportation of waste in covered vehicles on a

day to day basis avoiding multiple and manual handling of

waste.

6. Set up treatment facilities for biodegradable waste using

composting or waste to energy technologies meeting the

standards laid down in schedule IV.

7. Minimize the waste going to the land fill and dispose of

only rejects from the treatment plants and inert material


at the engineered landfills meeting the standards laid

down in Schedule III of the MSW Rules2000.


Present Status compliance on components of MSWR

Sl.No Components MSWM Status Compliance at Present

01 Prohibit littering of waste

on the streets and storage

of waste at source and

source segregation.

In order to avoid littering on road

side sufficient no of 1231 litter

storage bins are located at

Residential area which are acting as

receving bins for the waste collected

by push carts BOV vehicle

.Incommercial and public

places,Dumper placer bins and

compacter bins are provided at

suitable interval to avoid littering no

road side.It is proposed to distribute

the bins for source segregation and

storage at source to all the

households and purchasing of the

bins is under progress.

02 Primary Collection Door to door collection is being

carried out in 21 wards by

privatization (ward no.2,7,12-19,23-

27,29-33&45) by using 285 push

carts and 3nos BOV u s e d for

residential&commercial area and

push carts .the remaining 39

wards by Urban Local Body(Ward No

1,3-6,8-11,20-22,28,34-44,46-60) by

using 547 push carts and 26

BOV for residential area and

commercial area.The collected waste

is being transferred in to either

Dumper placer bins or compactor

bins located at different places for

the transportation to dumping yard.

03 Street Sweeping Street sweeping are being carried

out at regular interval by both

privatization and ULB by employing

80 and 180 personeel respectively.


04 Secondary Storage Secondary storage is being done

through Dumper placer bin and

compactor bins -1231 for

residential area and commericial

area

05 Transportation For transporting the stored waste

collected at Dumper placer bins and

compactor bins by using Dumper

placer (Twin Bins)-6,Compactor-

20,Tipper lorry-7,Tractor-15

T i p p e r A u t o -

8 , h o o k l o a d e r - 1 w i t h

f o u r b i n s

06 Waste Processing The collected waste of 400 MT per

day is being dumped in the dumping

yard at Chettichavadi of about

100 Acre, sine no proessing

yard is available.

The installation of Bio-digester is

completed to treat the

Biomethonization Potential waste

such as food waste, vegetables and

fruits waste and slaughter house

waste.

Recyclables-Plastics are shredded

through Plastic shredding Machine

and used for laying BT roads.

The revamping of existing dumping

yard is under progress. The

stabilization of the waste has been

carried out and screening work has

to be carried out.

07 Waste Disposal There is no secure land fill facility is

available.


Quantification of Solid waste

Daily collection of the waste from the community and the commercial

establishments and public places of the Municipality have been weighed for eight

days. The major sources of generation of solid waste are: Domestic, Commercial

areas and vegetable markets, Hotels and restaurants, Health care facilities except Bio

medical waste, Slaughter house, Street Sweeping & Construction activities,

Horticultural waste, Worship places etc.,

Details of waste Generation by collection wise

Description ULB PRIVATIZATION

Total Residential Commercial Residential Commercial

Waste

collected

per day in

MT

215

20

100

65

400

Total

waste in

MT

235

165

400

Waste

collection

in %

58.75%

41.25%

100

%


Characterization of Solid waste

MSW characteristics depend on the type of activity from which it is produced;

such as households, commercial shops, hotels & restaurants, markets and mass

storage units, institutions and offices etc. Waste composition basically indicates the

Physical Characteristics and Chemical Characteristics of waste. Samples were

collected from different sectors of municipality and analyzed. The results are

given below.

Table. 3.10: Characterization on Physical Parameters

Components Weight

inKg

% by

Weight

Bio Degradable in % 259200 64.80%

Plastic in % 3360 0.84%

Paper in % 12000 3.00

Rubber in % 600 0.15%

Glass in % 80 0.02%

Silt in % 123760 30.94%

Iron waste 1000 0.25%

Total 40,0000 100%


SOLID WASTE MANGEMENT COMPLETED WORKS

The followings are the works are completed for the improvement of the Solid

waste Management.

o Purchasing of push carts with bins -497 was Completed at the cost of 15

Lakhs to promote source segregation.

o Purchasing of battery operated vehicle -29 was donated by CSR fund to

promote source segregation.

o Purchasing of compactor bins-534 was completed at the cost of 15 Lakhs

to promote secondary collection.

o Purchasing of four compactor vehicle with the capacity of 9MT was

completed at the cost of 15 Lakhs to promote secondary collection.

o Construction of One Bio Digester was 5MT capacity and another one Bio

Digester was 2.5MT Capacity Was completed at Shevapet Burial Ground the

Total cost of 135 Lakhs to treat the Bio Methonisation potential waste.

o Creation of MCC Centres at 9 Places Tender Process Going on.


Transportation & Equipments

Description ULB Privatization Total

Dumber Placer(Twin) 0 6 6

Compactor 12 8 20

Tipper Lorry 6 2 8

Tipper auto 8 10 18

Front-End-Loader (JCB) 2 0 2

Existing Vehicles Used for Primary Collection

Sl. No

Type of Vehicles

Availability

Year of

Purchase

Capacity

01 Push carts with four Bins 497 2017 50 lit each bin

02 Battery operated

vehicles

29 2017-

2018

250 kgs


BIOMETHANATION PLANT

Salient features of the Bio Methanization Plant

• Modified UASB model bio-digester of 5 MT /day capacity comprising

of segregation room inlet cum recycle chamber.

• Anaerobic digester of 7.7 m dia and 6.7 m height, sludge holding

tank/engine control room, gas holding balloon.

• Electro mechanical items are Bio shredder, sorting table, pumps, bio

gas storage system, Bio gas blower with motor, pressurerised bio gas

tank, biological scrubber, bio gas engine of 40/50 KVA, flame arrestor,

bio gas flame with moisture trap.

Gas generation

Power generation

Organic fertilizer

= 300 M3 / day.

= 480 Kwh/day

= 175 Tons/annum


PROPOSED MSW MANAGEMENT SYSTEM

Refuse

Refusing is one of the newer ‘5R’s. Some people also call it pre-cycling. In

terms of smart waste management, this is the simple act of refusing the

excessive or unnecessary packaging. When shopping, it means saying "no

thanks" to a bag for small purchases that you can easily carry in your hands.

You can also refuse- choose to not buy - foods, beverages, or other products

in fancy, multilayer packaging that you will just have to throw into the trash

as soon as you open them.

Refuse the use of plastic carry bags, cups, disposables, thermocol. disposable

or single use products such as razors, eating utensils, plates, and cups.

Refuse the products which have more packaging materials.

Do not buy products which may harm your environment. The alternative is to

use non-biodegradable products sparingly. .

For example: Cleaning products for floors etc. Cleaning products for dishes,

Polish.

Reduce

Reducing means producing less waste so that you throw away less trash and

garbage into landfills. Reducing is the most effective way to manage waste

and the place to begin whenever you can. A simple step at the grocery store:

Bring your own cloth or mesh bags, so you don't take either paper or plastic!

You have immediately reduced the bags you might throw into the trash

when you get home. How to remember your bags? Always keep them in the

car or right by the door.

Many items that we would normally throw out can be repaired, upgraded, or

reused. This is usually cheaper than buying a new one and saves the space of

disposing of the old one. These items include tires, shoes, home and office

furniture and equipment, lighting fixtures, lawnmowers, electronics, clothes,

and automotive parts.

Consider reupholstering, refinishing, or donating old furniture to be used

again.

Have large appliances repaired instead of buying new

ones. Reuse


Reusing products prevents you from producing more

waste. For example

Reuse plastic bags, Newspaper also can be reused for packaging or

wrapping.

Donate unwanted clothing in good condition to charity shops. Clothes which

are worn out or in unsalable condition can be turned into wiping clothes.

Tins, glasses etc. can be used as storage containers for sugar, tea bags,

salt etc.

Reuse disposal crockery

Reusing is pretty simple once you get into the habit, like writing a shopping

list on an opened envelope or the back of office paper rather than on a brand

new sheet. Plastic bags (both large white bags and clear produce bags) can be

reused several times before they are recycled.

Recycle

The process of transforming materials into secondary resources for

manufacturing new products is known as Recycling.

Waste recycling leads to less utilization of raw materials, saves on landfill

space, reduces the amount of energy required to manufacture new products.

In fact recycling can prevent the creation of waste at the source.

Prepare your recyclables according to the directions given by your recycling

provider. This will make it easier and less costly for them to continue

providing these services.

Dry waste consisting of cans, aluminium foils, plastics, metal, glass, and paper

could be recycled.

Turn “waste” into a new product.

For example: Bottle caps can be used for making bags, chairs or tables.

Ring pulls from drink and food cans can be woven into form bags. Patches

of old cloth can be used for making cushions or teddies. Make earrings out

of newspaper. Roll the paper into the shape of pearls, and then paint and

varnish them.

Recover

Source separation: by keeping recyclables and organics waste separate at

source, i.e., at the point of generation facilitate reuse, recycling, and

composting to recover nutrient value from organic matter.

Home composting is best option to recover the nutrient at decentralized at

source itself.


Energy can be recovered from the Bio Methonisation Potential waste such as

food waste, vegetable and food waste and slaughter waste through Bio

Digseter. This can avoid the Green House Gas discharged in to atmosphere

responsible for Global Warming.

Simple way of recovering the vegetable waste and market waste in to

nitrogen enriched cow dung by feeding the cattle.


Recovery of Recycling

The recyclable waste will be collected separately with various methods and

sorted out in the mechanized sorting table according to the nature and sold.The

Municipality is also planning to buy another higher capacity plastic pulverizer for

plastic materials processing.

In plastic reprocessing after the types of plastic separated is a Mechanical

processing to run the plastic through the Pulverizer.

Pulverizer crushes the plastic into tiny shreds or granules. Plastic pulverizer

is the particular equipment for recycling disused insignificant materials in

producing and grinding heat-sensitivity plastic such as PVC.

The recovered shredded plastic will be used for laying plastic road as the

partial replacement of bitumen.

Baling machine will also be installed to bale rags as RDF.


Green belt Development

In order to nullify the effects emission of carbon do oxide during composting

process, it is planned to develop the green belt all-around the compost yard on

the periphery of the compound wall in two rows where is possible using thorn

less bamboo. Bamboo is the best practical atmospheric carbon absorbing plant. It

is the fastest and least expensive way to solve the problems of Carbon dioxide

emission and water pollution. It is proposed to plant Thorn less variety Bamboo

all around the compost plant as green belt and the plantation will be carried out

on completion of the construction of compound wall.


Solid Waste Mangement Improvement 2015-2016

Sl.No

Description

Quantity Unit Rate in

Rs

Total in Lakhs

1 Push Carts 497

2

Storage bins

(compactor bins

1.1.m3

534

3

Compactor (9MT)

4

4 IEC Activities L.S 30,00,000 30.00

Total


THOOTHUKUDI CORPORATION

Water supply


Salient Features

Thoothukudi City Municipal Corporation is a part town situated in the Gulf of

Mannar region at longitude 78013’E and latitude 8

045’N at an average elevation of 2.0m

above mean sea level (MSL) about 125Km North of cape commorin and 540 Km south of

Chennai.

F.g1 Shows the Thoothukudi City. The maximum temperature during summer is 390C

and during winter it is 320C Manson in Thoothukudi is normally characterised by heavy rain

and thunderstorms.

Thoothukudi Special grade Municipality was upgraded as Municipal Corporation on

05-08-2008 with accommodation of 5 nos adjacent panchayats of Thoothukudi Rural,

Meelavittan, Muthiahouram, Athimarapatti and Sankaraperi. The present area of the

corporation is 90.66Sqkm. Population of TCMC in 2001 was 3,20,466 and in 3,70,896 in

2011. Due to up gradation of TCMC, for meeting the per capita water demand is 135liter upto

2044 and that through the HSCs in the entire corporation area.

Design Criteria

a. Design period : 30 years

Base year : 2014

Intermediate period : 15 year (2029)

Ultimate period : 30 years (2044)

b. Population

Population (2001) : 3,202,466

Base year population (2014) : 3,86,024

Intermediate stage population (2029) : 4,61,664

Ultimate stage population (2044) : 5,37,304

Per capita water supply for

corporation are as per CPHEEO norms : 135 LPCD

Requirement of water supply in MLD

Base year (2014) : 70 MLD

Intermediate stage (2029) : 84 MLD

Ultimate stage (2044) : 97 MLD

Existing Water Supply Position

Scheme Mode of with drawl Year Qty drawing MLD

Scheme I I.W-1

I.W-2

1932

1962

4.32

Scheme II I.W – 2 nos 1979 7.52

Scheme III Collector well 6 Nos-1

I.W – 5 Nos

2003

2008

12.66

Total 24.5 MLD


Improvement Water Supply Scheme Details:

Population covered (Based year 2014) : 3,86,024

Area covered : 90.66Sqkm

Distribution Network : 812 Km

Per capita supply : 135 LPCD

Pumping main & Gravity main : MS pipes above 450mm dia

Feeder main to OHT : DI pipes K9 class

Distribution : 200mm to 400mm DI, K7 class and less

than 200mm HDPE

SCADA system : For entire pumping and Distribution

system

Head works site (Intake Well)

Thoothukudi City Municipal Corporation 84 MLD Water Supply Improvement

Project as a source of Thamirabarani river water from Maruthur Dam at Kaliyavoor is located

as Head works of this project.

One Intake Well of dia meter 14m and depth of the Intake Well 9.97m executed in the

river bed of Maruthur Dam up stream.

There are 4 Nos of vertical turbine pumpsets coupled with 4 Nos of motor installed in

the Intake Well pump room.

The duty condition of the pump sets – Discharge 30,600 lpm against the Head of 64

m. It is designed to pump raw water from the Intake Well by operating 2 Nos of pump sets at

a time parallel to discharge 61,200 lpm against the Head of 64 m for 23 hours of pumping to

discharge 84 MLD water. 100% standby pumpsets provisions made. The delivery size of the

pumpsets is 500mm dia and enlarged to 600 mm dia. Each pumpsets have individual 600mm

dia Sluice Valve and 600mm dia NRV provision at the delivery side of the pumpsets. Such

provisions are made to operate any one of the pumpsets individually, by the existing Sluice

Valves depends upon the requirement as per the source availability.

It is also designed to pump water by means of any 2 pumpsets parallely out of 4

pumpsets as parallel operation. The motors coupled with VT pumpsets will be operated with

the assistance of Soft Starters – FCMA – 4 Nos installed inside the pump room. The

delivery of each pumpsets are individually connected to the common Header main of

1100mm dia MS pipes. Arrangements for measuring the raw water pumping quantity at the

common delivery pumping main 1100mm dia, 1 Electro Magnetic Flow Meter has been

erected at pumping main nearby Intake Well pump house. The 1100mm dia MS pipe laid for

a length of 150m through the pipe carrying bridge and laid at a distance of 10.65 Km upto the

Aerator in WTP at Vallanadu. 1 No Electro Magnetic Flow Meter (Make: Krone) has been

installed nearby aerator.

At Intake Well, 7.5 MT EOT Crane erected for the maintenance of Higher Duty VT

Pumpsets during any break down (or) for periodical maintenance. Lightning arrester

provision has been made at the top of the Intake Well pump house to avoid lightning effect.

In order to avoid surge impact to raw water pumpsets at the time of failure of power supply

surge protection arrangements are provided in the 1100mm dia pumping main at pipe

carrying bridge. The surge protection arrangements having the components such as surge


arrester valve, surge anticipating valve and surge air valve. The surge protection works were

taken up and completed by TCMC with their own funds.

Details of VT Pumpsets

Vertical Turbine Pumpsets

Type: 16” VMF2

Make: Wilo Marther Plate

HP: 600 HP/ 450 KW

Speed: 1500 rpm

Duty: 30600 lpm x 64m Head

Solid Shaft: 1.5m long – 5 Nos/ SS410

Pump Delivery size: 500mm dia

Details of Motor:

Make: CG Ltd.,

Squirrel Cage Induction Motor

HP: 600 HP/ 450 KW

4 P - 3.3 KV / 50 Hz

Details of Transformer Yard Substation at Intake Well

2000 KVA – 2 Nos of oil immersed Transformer erected (Make: PETE).

11 KV / 3.3 KV

250 KVA – 1 no Transformer erected for auxiliary units.

11 KV VCB panel – 2 Nos (Out Door type) erected.

3.3 KV VCB panel – 2 Nos (Out Door type) erected in the Transformer Yard.

6 pole structure with all accessories installed at consumer side. Also 2 pole structure by

TNEB also erected.

1250 KVA at the level of 11 KV separate feeder to (SF No. 77/1) head works site at

Kaliyavoor has been completed at a distance of 11.20 Km by TNEB except interlinking of the

conductor to the TNEB 2 pole structure.

Control room at Head Works site

Separate HT panel 3.3 KV & LT MV panels has been installed at Control room so as

to control the power supply feed to the existing 600 HP motors through Soft Starter. All the

HT/ LT cable, power and control cables has been laid at Intake Well. Necessary inspection

chambers has been constructed for attending any fault with cables for maintenance.

Internal and External lighting arrangements around Intake Well and Control room and

at pipe carrying bridge completed.

Compound wall provision made at 2000 KVA Transformer Yard.

Necessary plan approval had been obtained from the CEIG for Head Works site.

Internal wiring works completed at Staff Quarters.


2. Water Treatment Plant / Keelavallanadu:

The 84 MLD Water Treatment Plant at Vallanadu comprise the Treatment units

detailed below.

1. Cascade Aerator.

2. Flash Mixer Tank with Stirrers – 2 Nos.

3. Alum dosing pumpsets for Alum dosing – 2 Nos.

4. Lime dosing pumpsets for Lime dosing – 2 Nos.

5. Poly electrolyte pump for electrolyte dosing – 2 Nos.

6. Alum Tank with Stirrers – 3 Nos (for the preparation of Alum solution).

7. Lime Tank with Stirrers – 3 Nos (for the preparation of Lime solution).

8. Poly electrolyte Tank with Stirrer – 1 No (for the preparation of Poly electrolyte

solution).

9. Flow Control Chamber – 1 No.

10. Division Chamber

11. Clarifloculators – 4 Nos with End drive & Control drive mechanism.

12. Rapid sand Filter Beds – 15 Nos (Twin Type)

13. Back Wash Water Holding Tank OHT – 3 Lakh Litres.

14. Back Wash Water tank

15. Used Back Water tank

16. Balancing Tank

17. Sludge Thickener

18. Sludge Sump

19. Centrifuge Room with Centrifuge Decanter.

20. Chlorination Room with Vacuum Feed Type Chlorinator for post Chlorination

with booster pumps.

21. Chlorine Contact Tank

22. Clear Water Reservoir of capacity 45 Lakh Litres (Two Compartments).

In the above WTP structural components all the Mechanical / Electrically operated

equipments are installed and Tested.

Provision has been made for 1100mm dia Electro Magnetic Flow Meter near Aerator

at WTP and 1200mm dia Electro Magnetic Flow Meter(Make: Krone) near Clear Water

Reservoir outlet to measure the quantity of water at particular point.

For Back Washing process, Air Wash provision has been made in Filter beds with an

influence of Air Blowers. Rotery / Twin lobe type (Make: KAY International) Capacity-

2100m3/hr at 0.35 Kg/cm

2, 50 HP – 2 Nos.

50mm purge valve as a safety device installed at each filter bed.


In respect of the balance Electro Mechanical items, an agreement has been concluded

with the Contractor M/s. L&T by the Commissioner, TCMC for an amount

of Rs.4.20 Crores.

The major equipments for the components of the WTP, such as Filter bed valves with

electrified actuators, Non clog sludge pumpsets, Centrifuge feed pumps, submersible

pumpsets, Control panels, Gates are covered in the supplemental agreement.

The following Gates are supplied and erected.

1. Manual Sluice gate (at Flash Mixer Inlet) 1200mm width x 1000mm depth – 2 Nos.

2. Manual Sluice gate (at Flash Mixer Outlet) 1200mm width x 1000mm depth – 2 Nos.

3. Bypass manual sluice gates 2000mm width x 1000mm depth – 2 Nos.

1 No at Aerator partial flow channel to flow division channel.

1 No at Flow division channel to filter bed channel.

4. Clear water channel Inlet Sluice gate 3250mm width c 400mm depth – 2 Nos at clear

water reservoir sump.

In respect of HT power supply 11 KV / 430 V for WTP, 400 KVA Transformer–1 No.

procured and erected.

The TNEB 2 pole structures and the consumer side 2 pole structures are installed at

Transformer Yard at WTP.

The valves suitable for filter beds such as Inlet Gates, Outlet Valves, Waste Water

Butterfly valves, Wash water sluice valves operated by means of electrified actuator are

installed in all the 15Nos of Twin filter beds.

For provision of Air entry to filter beds 200mm dia MS pipe from Air Blower to all

filter beds has been erected.

For the operation of electrified actuators with valves at filter beds, floor mounted type

control panels are installed at each filter beds to control the system HT/LT cable termination

also completed.

The HT/LT cable connecting the electrical switch gears, floor mounting type panels

such as PMCC-1, PMCC-2, PMCC-3, MCC panels are laid and properly terminated

component wise.

The following pumpsets are supplied and erected at WTP component work

1. Submersible pumpsets – 4 Nos (2 Nos installed at back wash holding tank, 2 Nos

installed at used water recirculation tank).

Make: Kishore Pumps

Duty: 175m3 / Hr

Head: 18mtr

HP/KW: 20 HP/ 15 KW

Speed: 1450 rpm

2. Submersible pumpset – 2 Nos (Installed at Balancing tank)

Make: Kishore Pumps

Duty: 26m3 / hr


Head: 15m

HP/KW: 7.5 HP/ 5.62 KW

Speed: 1450 rpm

3. Centrifugal pumpsets (Horizontal type) – 2 Nos installed at Filter house to feed water

to OHT at WTP.

Duty: 175m3/Hr

Head: 20m

HP/KW: 20 HP/ 15 KW

Speed: 1450 rpm

4. Centrifugal pumpsets (Horizontal type) – 2 Nos installed at Filter house to feed water

service line to chemical house

Make: Kishore Pumps

Duty: 10m3/ Hr

Head: 20m

HP/KW: 56 HP/ 3.7 KW

Speed: 2900 rpm

5. Centrifugal pumpset (Horizontal type) – 1 No installed at clear water sump to feed

water to staff quarters and Admin / laboratory building.

Duty: 10m3/Hr

Head: 20m

HP/KW: 5 HP/ 3.7 KW

Speed: 2900 rpm

From the Clear Water storage tank water is conveyed through gravity to fill up OHT

located in various zones in the distribution area. The total length of gravity main 1200mm dia

pipe is 25.155Km

Over Head Tank Details

Sl.No Zone No Zone Name OHT Capacity

in lakhs Lits

Staging

Hight

No of

compartments

1 1 Madathur 2 16 1

2 2 Bharati Nagar 8 16 1

3 3 Melavittan 3 16 1

4 4 Pandaram Patti 2 16 1

5 5 Sankara Peri 2 16 1


6 6 RSPR Nagar 6 16 1

7 7 Aathiparasakthi Nagar 6 16 1

8 8 VMS Nagar 1 16 1

9 9 Ettayapuram Road 15 12 2

10 10 Subbaiah park 20 15 2

11 11 Thoothukudi Rulal 9 16 2

12 12 Cruzpuram 10 15 2

13 13 VVD Park 11.35 15 2

14 14 North Raja Puaram 10 16 2

15 15 Baby Home 20 15 1

16 16 Thoovipuram 10 16 2

17 17 Meenakshipuram 10 16 2

18 18 Rajaji park 17.5 7.5 1

19 19 Levinjipuram 15 15 2

20 20 Bryant Nagar 9 16 2

21 21 Millar puram 10 15 2

22 22 NGO Nagar 7 16 1

23 23 Indra Nagar 6 16 1

24 24 Mudukku Kadu 4 16 1

25 25 Muthu Nagar 4 16 1

26 26 VN Thattu 4 16 1

27 27 Muthaiyapuram 10 16 2

28 28 Velayutham Nagar 9 16 2

29 29 Achimarapatti 10 16 2

30 30 Ponnagaram 10 16 2

Details of Works – Package wise

Sl.

No Package Work Total

1 Pkg I

Head Works

Intake Well cum pump house 1 No

Foot Bridge 210m

Raw Water Pump Sets 600HP/ 450KW/

3.3KV/ VT/ 30600 lpm/ 64m 4 Nos


Raw Water Pumping main 1100mm MS – 10.85 Km

Transformer yard at Head works 1 No

Quarters at Head Works 2 Nos

Water Treatment Plant (84 MLD)

Cascade Aerator 9.0m dia – 1 No

Flash Mixer 4.9m dia – 2 Nos

Clarifloculator 30m dia – 4 Nos

Rapid Sand Filter 5.5m x 4.5m – 30 Nos

Chemical House 1 No

Chlorine Contact tank 1 No

Wash Water Tank 1 No

Sludge Tank and Sludge Thickener 1 No

Clear Water Sump (35m x 17.5m x 3.80m) 2 Nos

2 Pkg II

Clear Water Transmission Main 1200 MS

Pipe 25.615 Km

800 Butterfly Valve 5 Nos

700 Scour Valve 6 Nos

200 Air Valve 15 Nos

3 Pkg III

MS PIPE Transmission Main 3.6 Km

DI PIPE Feeder Main 47.31 Km

Pipe Carrying Bridge 6 Nos

4 Pkg IV

Distribution System 194.13 Km

Over Head Tanks 8 Nos

House service Connections 16722 Nos

5 Pkg V

Distribution System 157.49 km



6 Pkg VI

Distribution System 148.49 Km




Page 70


Page 71


THOOTHUKUDI CORPORATION

UNDER GROUND SEWERAGE SCHEME


CITY SALIENT FEATURES

Total Area :

90.66 Sq.Km

Total Population (2011 Census) :

372408

Total no of House holds :

116921

Total no of Counsil Wards :

60

UGSS Fully covered wards :

30

UGSS Partially Covered Wards :

10

UGSS Uncovered wards :

20


UGSS to THOOTHUKUDI CORPORATION

SALIENT DETAILS

A. ADMINISTRATIVE SANCTION AND TECHNICAL SANCTION DETAILS

1. Administrative Sanction

Original : G.O.Ms,No.419/Dt.18.10.2005 for Rs.46.40 crores.

Ist Revised : G.O.Ms(D).No.551/MA&WS(MA II)dept dt.30.12.2009 For Rs.80.00 crores.

IInd Revised : G.O.Ms(D).No.448/MA&WS(MA II)dept dt.11.11.2011

For Rs.85.00 crores(due to change of STP site)

A.M.Cost : Rs.2.45 crores.

2. Technical Sanction

: CER/SR/MDU/No.50/2005-06 DT.8.12.2005 for Rs.46.40 crores B. SCHEME DETAILS

1. Thoothukudi Municipal area : 13.47 sq km.

2. Length of streets : 174.77 km.

3. Number of Zones : 15 nos (3 sub zones)

4. Variation in Ground level (contour range) : 1 m to 3 m

5. Population

Census 2001 : 216033

Base year 2008 : 230000 Intermediate year 2023 : 265000 Ultimate year 2038 : 300000

6. Sewage contribution : 90 lpcd

7. Sewage flow

Intermediate year 2023 : 23.85 mld Ultimate year 2038 : 27.00 mld

8. Length of sewers : 112.359 km

9. Man holes : 4149 nos

10. Lift stations : 10 nos

11. Pumping stations : 2 nos (SPS & MPS)

12. Pumping mains (SPS to MPS, MPS to STP & LS to TM) : 18.412 km

13. House service connections : 20921 nos

14. Sewage Treatment plant : ASP Technology-23.85 mld

at Tharuvaikulam.


UGSS TO THOOTHUKUDI CORPORATION

PUMPSET and GENERATOR DETAILS

Sl.No. Name of Zone LPM x Head Power Generator

1 Zone - 5

VOC College 630 lpm x 14 m 7.5 HP 12KVA

2 Zone - 6

Anna Nagar 2210 lpm x 13 m 12 HP 20KVA

3 Zone - 7

Chidambara Nagar 2110 lpm x 11 m 10 HP 20KVA

4 Zone - 8

Boltenpuram (SPS) 14440 lpm x 17 m 90 HP (1No.) 250KVA

7220 lpm x 17 m 45 HP (2Nos)

5 Zone - 8A

Muniasamypuram 1964 lpm x 12 m 10 HP 20KVA

6 Zone - 10

New Bus Stand 768 lpm x 14 m 7.5 HP 12KVA

7 Zone - 11

Selvavinayagapuram 2102 lpm x 14 m 12.5 HP 20KVA

8 Zone - 12

St. Thomas School 3280 lpm x 17 m 25 HP 20KVA

9 Zone - 13

Cruzpuram 3114 lpm x 15 m 20 HP 20KVA

10 MPS 16563 lpm x 50 m 300 HP (4 Nos) 750KVA

11 Chatram 3796 lpm x 8 m 12.5 HP 20KVA


UGSS to THOOTHUKUDI CORPORATION

SALIENT DETAILS

Length of Sewer Main

Proposed : 112.359 Km

Achieved : 111.281 Km

Manholes

Proposed : 4149 Nos

Achieved : 4127 Nos

House Service Connections

Proposed : 20921 Nos

Achieved : 20567 Nos

Road Restoration

Proposed : 113.772 Km

Achieved : 111.051 Km

UGSS ongoing scheme proposed to cover

: 80 % of city area

Sewage Treatment Plant : Now the STP is to be taken up by this

corporation under Smart city scheme.

TWIC has been appointed by the

corporation for DPR preparation, bid

process management and Project

Management Consultancy / Construction

supervision for STP by this office order

dated 02.04.2018.

UGSS Pumping stations : Sub Pumping Station – 1No / Main

Pumping Station – 1 No

Lift Station : 10 Nos


Page 77

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