DPR - R1

PH Division, Berhampur DPR for Improvement of Water Supply to Greater Berhampur

PBS Consultancy Services 1

GOVERNMENT OF ORISSA – HOUSING & URBAN DEVELOPMENT DEPARTMENT, PUBLIC HEALTH ENGINEERING ORGANIZATION IMPROVEMENT OF WATER SUPPLY TO GREATER BERHAMPUR

DRAFT CONCEPTUAL & FINAL REPORT

EXECUTIVE SUMMARY

Berhampur City is situated in the District of Ganjam in Orissa and it is 3rd

largest City in Orissa State.

Berhampur is popularly known as the Silk City of Orissa as Silk and Silk

material are produce locally and marketed in various parts of the State as well as in

the country. The town is all important commercial, business, educational and cultural

center of Southern Orissa. It is located 11 Kms away from Bay of Bengal. The town

is located at 840 – 50’ East longitude and 190 – 20’ North latitude. It is situated at an

average elevation of 24 meters above the mean sea level. The town is well

connected with Railways and roadways. National High Way No:5 and N. H. No 217

run through Berhampur thereby connecting to all the major metropolitan cities of the

country. The state capital Bhubaneswar is 180 Kms away from Berhampur City.

The piped water facility to Berhampur town was first provided in 1905 AD with

capacity of 2.724 MLD for a designed population of 30,000 taking Dakhinapur

impounding reservoir as the source. It was then augmented to supply 9.08 MLD in

1961. During eighties, the Rushikulya Joint Water Supply with radial collector wells

as the source was commissioned from which around 16 MLD is being supplied to

Berhampur town. The Water Supply source at Dhakinapur reservoir is

further augmented to 11.35 MLD in 2002. Presently 37 MLD of water is being

supplied from different sources to the against present demand of 50 MLD.

1. Dhakinapur Impounding Reservoir : 17 MLD

2. Rushikulya river source (Collector Wells) : 16 MLD

3. : 04 MLD Production Wells (70Nos)

T o t a

l

: 3 7 M L D



The problem gets sever situation during summer season, when the yield of

collector well reduces substantially (about 6 MLD) due to meager inflows in

Rushikulya River. Thus there is a short fall of 19 MLD (13MLD+6MLD) during

summer.

The population of Berhampur town as per 2001 census is 307792, which will

reach a figure of 860547 in the year 2043. The reported population in the year 2011

is about 3.80 Lakhs. The present demand for water supply will be around

59.00 MLD. Therefore it is essential to augment the source further so that the gap

between demand and supply can be satisfied and also enhance the supplies for the

future projected population.

A project to augment the source by 20 MLD has already been sanctioned by

Govt. of India under UIDSSMT which is under execution at present. After completion

of this said scheme water supply to Berhampur town will be about 50 MLD. For

further augmenting the source for dependable supply it has been decided from

Janivilli Anycut on Rushikulya River, for which this project is prepared. After

completion of this proposed project there will not be any deficit of water to Greater

Berhampur town till design year of 2043.

An exhaustive survey work for the source from Rushikulya River has been

under taken, required data is collected and designed the project with all the

components to transmit the 125 MLD of Raw Water for ultimate requirement.

The Salient Features for the proposed source augmentation project are as below:

1. Project Base year : 2013

2. Project Design year : 2043

3. Design period : 30 years

4. Project of implementation period : 2 years

5. Year of commissioning of the project : 2013 – 2014

6. Estimated Design year population : 860547 (2043)

7. Estimated mid Design year population : 609992 (2028)

8. Present water supply rate : 98 LPCD



9. Proposed per capita water supply rate : 135 LPCD + 15% Losses

10. Present (2011) demand (as reported) : 59 MLD

11. Water demand at design year : 136 MLD (2043)

12. Present supply : 37 MLD

13. Present source : Dhakinapur, Rushikulya JWS, PW

14. Water supply by Dec 2011 : 50 MLD

15. Future supply : 125 MLD from Janivilli reservoir

The estimated cost of the source augmentation project is works out to Rs.

351.00 Crores including contingences and other provisions. The project is expected to

be implemented within two years by the Public Health Engineering Organization through

their institutional arrangement. The Operational & Maintenance of the Project will be the

responsibility of Public Health Engineering Organization, since the present Water

Supply System is being maintained by the same Organization.

The benefits of the project would be as below after commissioning the project:

1. 100% of coverage of population with piped water

2. Equitable distribution of water in entire Greater Berhampur area

3. Improve the potable water quality to meet the standards

4. Improvement of health and hygiene of the community has a hole, since

potable water will be available to the entire population.

5. The economical activities of the Berhampur population will also boost

6. Better standard of living with quality life for all citizens which leads the overall

economic development and also welfare of the human.



1.0 INTRODUCTION

This chapter will give an over view of the location, extents of Greater

Berhampur Town with population, existing physical infrastructure etc.,

1.1 AWARDING CONSULTANCY JOB:

The job for providing Consultancy Services for “Preparation of DPR with Detailed Engineering & Design for Improvement of Water Supply to Greater Berhampur” has been awarded to M/s. PBS Consultancy Services, Hyderabad vide Executive Engineer, Public Health Division Work Order No: 6031, Dt: 03 – 08 – 2011.

1.1 The objectives of this Consultancy job are:

1. Collection of Data, site visits, carryout necessary detailed survey &

investigation, preparation of detailed designs, drawings, specifications,

estimates, BoQs, etc.

2. The tentative requirement of water for Greater Berhampur after 30 years

could be to the tune of 125 MLD. Assessment of water demand of Greater

Berhampur for a projected population up to the next 30 years.

3. The source of raw water for the proposed project has been selected as

Janivilli Anycut. The exact location of intake structure to be finalized in

consultation with Water Resources Department and Executive Engineer, P.H.

Division, Berhampur.

4. To study the feasibility aspects of linking a Raw Water Conveying Main from

the existing Dakhinapur Reservoir to the proposed new Water Treatment

Plant (WTP) site. To study the linking of Raw Water Main to the proposed

WTP site is to be decided in consultation with the Executive Engineer, PH,

Berhampur.

5. To identify and study proper alignment of the Raw Water Rising Main and to

identify proper location of Intake Structure and Water Treatment Plant.



6. To carry out Total Station (TS) and GPS survey for raw & clear water rising

mains, to prepare detailed hydraulic designs & drawings along with ‘L’ section

of raw & clear water rising mains.

7. To carry out detailed hydraulic and structural design of Water Treatment

Plant, preparation of hydraulic designs and specifications for pumping

systems at Storage Sites, pipes, valves & other fittings, etc. Preparation of

detailed structural designs & drawings of intake well, WTP, ESR & GSR,

pumping arrangement, thrust blocks, chambers for water appurtenances,

power supply & other related structures, etc., as per requirements in complete

shape.

8. To carry out soil investigation such as collection of samples & testing as per

relevant BIS for water retaining structures such as; Intake, WTP, Pumping

Stations, ESR & GSR, etc.,

9. Preparation of cost estimates along with BoQ’s for all the components of the

project as per the CSR and the Market rates.

10. Preparation of Draft DPR with all relevant designs, drawings estimates etc.,

11. Preparation of Final DPR with Final BoQ’s with cost estimates after

incorporating the comments on Draft DPR by the Executive Engineer, PH

Division, Berhampur.

12. Preparation of Tender Document as per the norms in consultation with

Executive Engineer, PH Division, Berhampur.

1.2 PROJECT BACKGROUND

The Greater Berhampur Town is having an integrated Urban Development

programmes under Govt of India / State Govt. The improvement of water supply to

the town is an important priority.

Berhampur is the oldest town of the Ganjam District in the State of Orissa. It is

mainly a trading center for Southern Orissa. The Town was declared as a

Municipality in the year 1867. By virtue of its close proximity to Andhra Pradesh,

Coastline of Bay of Bengal, Gopalpur Port and Visakhapatnam, it has become a

center of attraction for multi-ethnic people in pursuit of better residential facilities,

education and for employment in unorganized sectors delivering various services

and goods.



1.3 LOCATION AND CONNECTIVITY

The district of Ganjam is extending from 19040’ North Latitude to 20017’ North

Latitude and 8407’ East Latitude to 85012’ East Latitude spreading over a

geographical area of 8206 Sq. Km in the Southern Orissa.

Berhampur is a major town situated at 19020’ North Latitude, 84050’ East

Longitude. The town is well connected by road and rail network. The Howrah –

Chennai Railway line of South Eastern Railway and East Coast Railway passes

through it making Berhampur as the busiest station in the region. Similarly NH – 5

runs through to the town providing direct linkage to Kolkata, Visakhapatnam and

Chennai. NH – 217 also runs through this town. The town is well connected with the

districts through SH – 17. The state capital Bhubaneswar is situated at a distance of

180 Km. from the town on NH – 5. The nearest sea port is at Gopalpur at a distance

of 15 Km.

1.4 HISTORY

The district of Ganjam got its name from the word Ganj – i – am, which means

the granary of the World. The district is named after the Old Township and European

Fort of Ganjam situated on the Northern Bank of the Rushikulya, which was the

Head Quarters of the District. The Head Quarters of the District Ganjam was

abandoned in 1855 owing outbreak of epidemic fever by which 80% population of

the Gnajam Town was reduced. The Head Quarter temporarily shifted to Gopalpur,

then to Berhampur. As per the recent re organized plan for the District by the Govt.

of Orissa the Ganjam District at present constitutes of the 3 sub divisions, 22 blocks,

14 Tahasils with a population of 31 Lakhs as per 2001 census.

The name Berhampur is an anglicized form of Brahmapur, which means “The

Abode of Brahma, the Creator”. The Berhampur got its corporation status after

Bhubaneswar and Cuttack Cities.



1.5 GEOGRAPHY

Berhampur is surrounded by vast cultivable plains. The entire plain is

bounded in the West and North by a range of hillocks containing Granite rocks of

igneous origin. These Granite rock belts are a major source of employment and

revenue.

The general soil condition is clayey expect in some places where hard soil

and rocky beds are also present.

1.6 CLIMATE

The climate of the town is pleasant and soothing due to close proximity to Bay

of Bengal. Maximum temperature is 400C in summers where as minimum

temperature is 220C in winter. The mean daily temperature varies from 350C to 380C.

May is the hottest month in the year where as December is the coldest month. High

humidity prevails in the atmosphere both in summer and rainy seasons. The average

annual rain fall is 1250mm and the region receives monsoon and torrential rainfall for

four months only in a year from July to October.

1.7 TOPOGRAPHY

Berhampur is located at an average of 24.0m above mean sea level. The

ground elevation of the town ranges from 15.5 to 32.2m above mean sea level with

Municipal Corporation Limits. The general topography of the town is undulating,

having a natural mild slope towards Bay of Bengal.

1.8 ECONOMIC AND SOCIAL CONDITIONS

According to the 2001 census the population of the Town was 307792 and

present population 3.80 Lakhs. The population density of the Town is about 8299

persons / Sq. Km inside the Municipal area i.e. 37.09 Sq. Km.

The town has many Educational Institutions like Berhampur University,

Medical College, Law College, Engineering Schools. Nursing Schools and all other

categories of the schools. The city has got Recreation Centers, Stadiums, Libraries

and other Cultural Centers.

The Health care system is maintained by Government having Hospitals of

different categories attached to Medical Colleges etc.,



1.9 BERHAMPUR MUNICIPALITY (URBAN LOCAL BODY)

The administration is vested with the Berhampur Municipality. It is the oldest

Municipal body in the state. This was formed in the year of 1867. The area within the

municipal limits is 37.09 Sq Km and is divided in 37 wards. The Municipality is

responsible for monitoring the functioning of assets / infrastructure proposed to be

created / developed under the head and their Operation and Maintenance (O &M) by

collecting reasonable user charges / taxes / fees.

The entire Municipality has regular employees and temporary employees

consisting of Daily Labor Roaster (DLR) staff.

1.10 PHYSICAL INFRASTRUCTURE

The infrastructural setup of Berhampur has been under pressure owing to

rapid strides in population growth that depend on it for sustenance. The details of

various infrastructure facilities within the town such as roads. Storm water drains,

sewerage and water supply are as follow.

1.10.1 ROADS

The roads in the town are maintained by the R & B Department. It is observed

that 50% of roads are BT & Cement roads and the remaining are WBM & Morum

roads. The total length of roads 380 Km.

1.10.2 STORM WATER DRAINS

The town is located close to the Sea and Chilka Lake. The natural drainage

pattern is from West to South, West to North, which ultimately flows to Nalahs and to

Sea of Bay of Bengal. Owing to rapid urbanization most of the storm drains are

under encroachment which causes the Environmental problems. The total length of

all type of drains about 446 Kms.

1.10.3 SEWERAGE SYSTEM

At present there is no sewerage system in the town, mostly depending on

individual Septic Tanks. The sewage & sullage flows in to the open Nalahs without

any treatment and polluting the water bodies, which effecting the public health.



1.10.4 WATER SUPPLY SYSTEM

Piped water supply facility to Berhampur was first provided in 1905 with a

capacity of 2.70 MLD for a design population of 30,0000 and then augmented in

1961 to supply 9.08 MLD of water. Subsequently during early eighties, the

Rushikulya Joint Water Supply Project was commissioned, from which presently

16 MLD water is supplied to Berhampur Town. The water supply from Dakhinapur is

further augmented to 11.35 MLD in 2022. The waste supply of Berhampur Town has

been taken over by PHEO from Berhampur Municipality in 1986.

At present Berhampur need around 59 MLD of water but the current supply is

only 37 MLD of which 33 MLD is from river and 4 MLD is from tube well. The ground

water (cheapest source) does not have the potential with respect to quality and

quantity. The supply falls in in summer due to the drying of the Rushikulya River,

which is one of the major sources of water. During the summer the water is only 27

MLD. Every summer drinking water is supplied to water scarcity areas by tankers.

1.11 INDUSTRIES

The industrial estate located at Berhampur covers an area of 30 acres having

54 industrial sheds. The major industries located in the industrial estate are –

general engineering and fabrication, pharmaceuticals, electrical equipments,

tarpaulin, polythene, wire nail. Flourmill, ice plants, etc., Number of industrial units

are 750.

1.12. TOURISM

The town is gaining importance and prominence as tourism oriented town due

to its proximity to many important tourist places. The town is closed to Gopalpur Port

and Chilka Lake. The major Tourist places are Gopalpur, Chatrapur, Chilka,

Thakurani Temple, Jaganath Temple and Neela Kanteshwar Temple etc., The Town

has a number of standard hotels & restaurants.

1.13 ART AND CRAFT

Berhampur is known as “Silk City” and is famous for manufacturing of Patto

Saries with craft designs. The town has enough open space for conducting

exhibition, art and craft fare at Berhampur Stadium and Khallikote College ground.



2.0 NEED OF THE PROJECT

This chapter indicates an over view of the project area and need of the project

for Improvement of Water Supply to Greater Berhampur.

2.1 PROJECT AREA

The project area is comprised of the Berhampur Municipal area. The total

Municipal area is about 38 Sq. Km which is divided into 37 Wards. The City is well

connected with state capital Orissa and other Urban centers of Orissa through a

network of Roadways and Railways. The National High Way No: 5, linking Kolkata &

Chennai passes through Berhampur Town. The town is situated in between Chennai

is 1062 towards South & Kolkata which is 600 Kms towards East.

The general soil condition is clayey except in some places where hard soil &

rocky beds are also met with.

2.2 NEED OF PROJECT

The present population of Greater Berhampur Town is about 3.80 Lakhs and

expected to reach 8.60 Lakhs at the end of year 2043. The town is fast expanding

due to rapid urbanization coupled with population growth. Population pressure in the

rural areas together with inadequate opportunities for employment, intensified

immigration to Berhampur Town for earning their live hood and due to enlargement

of the Municipal boundary and merging of nearby revenue villages to Berhampur

Municipality, the rate of population growth increases rapidly. At present against the

demand of 59 MLD only 37 MLD of drinking water is being supplied from three

different sources Dakhinapur, Rushikulya and production wells respectively.

During summer season, the production of clear water reduces by 6 MLD from

Rushikulya River sources it is not a perennial one and gets dried during summer.

Thus Berhampur town is facing paucity of water supply. The present rate of

supply is less than the CPHEEO recommendation, which has to be increased to net

135 LPCD excluding losses. The existing surface sources at Dakhinapur is



inadequate to cater the demand. Out of the potential of existing treatment plant of

11.35 MLD, 17 MLD is supplied by the existing surface sources due to water

shortage in the impounding reservoirs especially in summer, etc., Therefore it is

concluded that WTP is overloaded.

Water is also being supplied through number of production wells. This source

of supply has resulted in depletion in ground water table even quality of water is not

good.

During summer the water supply situation becomes severe due to

non – availability of adequate amount of water in river Rushikulya and depletion of

ground water table.

All the 37 Wards of the Berhampur town are partially covered with piped water

supply. There is heavy demand for providing 100% coverage by piped water supply.

The present supplies are cannot meet the demand for the year 2012 and also it is

essential to have the augmentation of the source including the future demand i.e. up

to 2043.

The dependable source for further drawl to meet the city requirement for the

present and next horizon year (2043) is identified i.e. Janivilli Anycut constructed

over River Rushikulya which is about 50 Kms from the Town. It is proposed to draw

the total requirement for the next horizon year 2043 (125 MLD).



3.0 POPULATION PROJECTIONS

This chapter indicates an over view of the existing population and the

projections for next horizon year for the design of water supply improvement system

for Greater Berhampur Town.

Berhampur is the fourth most populous urban area in the state of Orissa and

113th overa in India. The Town is expected to undergo many changes in its economy

and demography in the coming year. There has been considerable increase in

developmental activities which is causing a growth in urbanization resulting in a

severe strain on existing infrastructure and subsequent demand for additional

provisions. In addition to the resident population a large number of tourists flock to

Berhampur for various reasons.

Berhampur town has an area of 84.97 Sq. Km as per Master Plan and

37.09 Sq. Km as per Municipal Limits. The population of Berhampur is 307792 as

per census 2001. The present population (2010) is estimated to be around 3.80

Lakhs. It is declared as a Class – I Town as per 2001 census. The Table 3.1 gives

population and Table 3.2 gives as idea about growth of population of Berhampur

Town in past decades with respect to Ganjam and State.

Table 3.1: Past Populations

Decade Orissa State Ganjam District Berhampur Town

1971 21944615 --- 117662

1981 26370271 --- 162550

1991 31659736 2704056 210418

2001 36706970 3160635 307792

Table 3.2: Decennial Growth of Population in Percentage

Decade Decennial Growth of Population in Percentage

1971 – 1981 20.17% --- 38.20%

1981 – 1991 20.06% --- 29.50%

1991 – 2001 15.94% 16.88% 46.30%



The past population figures are collected from the PHEO. The population

forecast of Berhampur Municipal Area has been done based on the methods laid

down in the Manual on Water Supply and Treatment Published by the Ministry of

Urban Development, Govt. of India.

3.1 POPULATION PROJECTIONS

The design population is estimated with due regard to all factors governing

the future growth and development of the project area in the industrial, commercial,

educational, social and administrative spheres. Specials factors causing sudden

emigration or influx of population should also be foreseen to the extent possible.

The Population forecast of Berhampur Municipal area has been done based

on the methods laid down in the Manual on Water Supply and Treatment published

by the Ministry of Urban development, GOI.

Sl

No

METHOD Population for

2013

PROSPECTIVE

POPULATION

2028

ULTIMATE

POPULATION

2043

1 Arithmetic Mean 383844 478909 573947

2 Geometric Mean 450347 724702 1166198

3 Incremental

Increase

418484 609992 860547

4 Yearly Variation 447275 713630 1138599

5 Semi Log

(Analytical)

442357 714045 1152600

6 Wahid's ASD

Method

429188 655097 1005474

Comparing the Projections made with different methods the Population

projected as per Incremental Increase Method is more appropriate since the

increase is steady for all the decades, hence the same is adopted i.e.



3.2 DESIGN POPULATION

The design population has been calculated considering year 2013 as the base

year, 2028 as the mid design year and 2043 as the final design year. To the total

population arrived at from Incremental increase method, 5% extra for floating

population has also been added considering the inflow of tourists. The final figure

proposed to be considered as design population is as given below.

The detail calculation is attached.

The Design Population of Berhampur Town

1. Present Population as estimated (2010) 380000

2. Population Projected for 2013 418484





4.0 EXISTING WATER SUPPLY SYSTEM

This chapter indicates over view of the water supply, water source and

existing system of the town.

4.1 GENERAL

Public Health Engineering Organization Orissa is responsible for the supply of

potable drinking water in Berhampur town through network of pipelines and Public

Stand Posts (PSPs). The present water supply system engages surface water

sources as well as groundwater sources to cater to the needs of water supply of

Berhampur.

In summation the daily supply is around 37 MLD of water through 23124

number of service connections and 1825 PSPs linked by 200 Km (approx) of pipe

length covering 3.80 Lakhs populace against a total demand of 59 MLD.

4.2 PUBLIC HEALTH ENGINEERING ORGANIZATION

The Housing and Urban Development Department is nodal department of

Orissa for ensuring proper and planned growth of Berhampur Town with adequate

infrastructure and basic amenities.

Presently the Public Health Engineering Organization is the service provider.

It plans, executes, operates and maintains the Urban Water Supply of Orissa State.

Berhampur Town comes under PH Division, Berhampur and Berhampur Circle of

PHEO.

4.3 WATER SUPPLY

At present Berhampur needs around 59 MLD of water but the current supply

is only 37 MLD (as reported). The supply falls in summer due to the drying of the

Rushikulya River, which is one of the major sources of water. During the summers

the water supply is only 27 MLD. Every summer drinking water has to be supplied to

water scarcity areas of the city by tankers.



4.3.1 SOURCE, AVAILABILITY, TRANSMISSION AND TREATMENT

Piped water supply facility to Berhampur was first provided in 1905 with a

capacity of 2.72 MLD for a design population of 30,000 and then augmented in 1961

to supply 9.08 MLD of water. Subsequently during early eighties, the Rushikulya

Joint Water Supply project was commissioned, from which at present 16 MLD water

is supplied to Berhampur town. The water supply from Dakhinapur is further

augmented to 11.35 MLD in 2002 from which at present 17 MLD water is supplied to

Berhampur Town. The water supply of Berhampur town has been taken over by

PHEO from Berhampur Municipality in 1986.

At present Berhampur needs around 59 MLD of water but the current supply

is only 37 MLD of which 33 MLD is from river and 4 MLD is from production well (as

reported). The ground water (cheapest source) does not have the potential with

respect to quality and quantity. The supply falls in summer due to the drying of the

Rushikulya River, which is one of the major sources of water.

Presently water is being supplied from Berhampur from 3 sources as below.

1. Dhakinapur Impounding Reservoir : 17 MLD

2. Rushikulya river source (Collector Wells) : 16 MLD

3. Production Wells (70Nos) : 04 MLD

Total : 37 MLD

4.4 SYSTEM COVERAGE

Presently about the 70% of the population is covered by piped potable water

supply. The per capita supply is about 98 LPCD against the 135 LPCD. To cover

100% supplies to the entire population present and future at 135 LPCD, the source

has to be augmented. After the source augmentation project now prepared the

coverage supply will be 100% for the present future population.

4.5 FINANCIAL ANALYSIS

The PHEO levies fees and user charges for the services as the cost recovery

mechanism towards sustaining service provision and delivery. About 46% Operation

and Maintenance cost of Berhampur City’s Water Supply is being realized from the

consumers through water charges.



4.6 INSTITUTIONAL STATUS

The Municipality was looking after the city water supply system till 1986 after

which it was handed over to the State Public Health Engineering Organization

(PHEO). Present PHEO is responsible for construction and maintenance of city

water supply and sanitation installation owned by the GoO. In addition, the PHEO is

also responsible for planning, designing, construction, operation and maintenance of

water supply system and management of wastewater schemes including their

transportation and distribution.

Design and project management for provision of water supply component is

jointly done by the PHEO.



5.0 WATER DEMAND

This chapter indicates the demand of water for present and future horizon

years which is bases for the proposed project.

5.1 The Demand of water for different horizon years are calculated based on the

Population Projections as per the CPHEEO norms. The norms are

i. Domestic Demand - 135LPCD

ii. Industrial Demand - Based on Industries

iii. Transmission Losses (UFW) - 15%

iv. Filtration losses in Raw Water - 5%

According to the above norms the demand of Clear water for future horizon

years are arrived and tabulated below:

Clear Water Demand 135LPCD + 15% Transmission losses = 155.25 LPCD

For 2010 – 11 59.00 MLD

For 2013 67.97 MLD

For 2028 97.70 MLD

For 2043 136.60 MLD

Considering the treatment losses the raw water requirement for the

above horizon years are calculated and as follows:

135LPCD + 15% Transmission losses + 5% Filtration losses = 163.01 LPCD

61.95 MLD

71.37 MLD

102.59 MLD

Raw Water Demand

For 2010 ï 11

For 2013

For 2028

For 2043 143.43 MLD



The Raw Water has to be drawn from the Source considering the demand of

2043 i.e. 143.43MLD or 144 MLD. In the present project the Raw Water drawl from

the existing sources are to be considered or not is to be confirmed. The present

drawls from the existing sources are as follows:

1. From Dhakinapur Impounding Reservoir 17.00 MLD

2. From Rushikulya Joint Water Supply Scheme 16.00 MLD

3. From Wells 04.00 MLD

37.00 MLD

In regard to the drawls from Bore wells it is mostly undependable. Considering

the drawls from Impounding Reservoir & Joint Water Supply Scheme is about

33.00 MLD. If these drawls are considered as dependable the drawls from the new

source i.e. Janivilli Anycut will be (144 - 33) 111MLD for the year 2043. The present

project is to be designed for 111 MLD. Considering in the variations in the demand if

any it is suggested to design the project for 125 MLD. PHEO has decided to draw

125 MLD of Raw Water from Janivilli Anycut which is most dependable source for

the present and future. Accordingly the project is formulated to draw and transmit

125 MLD from this new source for the existing filters at Dhakinapur and also the

proposed filters in the project.



6.0 DATA COLLECTION & FIELD INVESTIGATION

This chapter indicated the activities done for topographical survey, geo-

technical investigation and data collection for Improvement of Water Supply Scheme

considering the dependable source i.e. Janivilli Anycut.

6.1 DATA COLLECTION

The project team has collected the required data for the augmentation

dependable source.

1. Previous studies

2. Topography

3. Climate

4. Demography

5. Institution

6. Land availability

7. Existing system details

6.2 FIELD INVESTIGATION

Ground elevations and various features of the existing infrastructure and the

proposed infrastructure are more essential for design of the project. The out come of

the survey and geo-technical investigation have been used for detailed designs.

6.2.1 RECONNAISSANCE SURVEY

The project team is carried out the reconnaissance survey as below:

Project area

Study of existing sources

Study of the proposed source i.e. Janivilli Anycut

Selection of drawl point at Janivilli Anycut

Alignment of transmission mains from source to the existing &

proposed WTP’s

Identification of site for proposed WTP along with the clear water

transmission main from WTP to existing system.



6.2.2 TOPOGRAPHICAL SURVEY

The survey team has done topographical survey and levelling for all

components of the proposed project. The following surveys are completed.

Detailed Engineering survey for the location of Intake Well & Pump House at

Janivilli Anycut

Detailed Engineering survey for the proposed WTP at Jagdalpur with contour

levels

The alignment survey for transmission main from the source to the existing

WTP at Dhakinapur and the proposed WTP at Jagdalpur

The alignment survey for clear water transmission main from the proposed

WTP to the existing system near M. K. C. G. Medical College, Berhampur City

All the drawings are prepared and the proposed components of the project

are incorporated

The sites for Intake Well, WTP and the alignment of the Rising & Gravity

mains are selected and finalized through Techno-economic considerations

and site observations

6.2.3 GEO-TECHNICAL INVESTIGATIONS

Geo-Technical Investigation has been carried out at selected locations for the

proposed structures to have soil profile and geo-technical characteristics of soil. This

information provides the designer to make suitable foundations for the components

with economy and stability. The geo-technical report is appended.



7.0 DESIGN CRITERIA

This chapter indicates a brief over view of the criteria, parameters and

standards used for designing the water supply improvement scheme i.e. source

augmentation, pumping machinery and transmission mains etc.,

7.1 DESIGN PERIODS FOR VARIOUS COMPONENTS

Water supply projects are designed to meet the future requirement of a

stipulated design period. This period with regard to certain components of the

project, depend on their useful life or the facility for carrying out extensions whenever

required, so that expenditure for a head of its utilization is avoided and capital

expenditure incurred on the project does not remain idle due to under-utilization of

these facilities. For the purpose of designing this system, a 30 year design period

has been considered. The design period for various components are as below:

Design period for various components

Components Design

Period

Pumping Stations

a. Civil Structures 30 Years

b. Mechanical & Electrical Components 15 Years

Rising Mains 30 Years

Water Treatment Units 15 Years

Distribution System 30 Years



7.2 SYSTEM DESIGN CRITERIA

The following are the salient features of the design criteria to be adopted for

transmission system analysis:

Design period : 30 years

Peak Factor : 1.2 for demand on service reservoirs and

2.5 for bulk supplies, since the bulk

supplies are to the provided for some

hours in a day.

Starting HGL at reservoir : 4 m below the Maximum Water Level

(MWL) / LWL of respective reservoirs

Residual Pressure at the Service

reservoir

: 2 m above the Maximum Water level

(MWL)

Velocity : Maximum 2 m/s and minimum 0.60 m/s

Formula adopted for calculation of

velocity of flow / frictional losses

: Modified Hazen – Williams

Pipe Material : For pipe size up to 500 mm the material to

be considered is either CI, DI or MS

For pipe size above 500 mm, the pipe

material will be MS.

Grade of concrete for water retaining

Structures / pump house / pipe line

bridges

: M30

Grade of concrete for staff quarters : M20

Grade of concrete for thrust blocks : M15



8.0 PROPOSED WATER SUPPLY IMPROVEMENT

– SOURCE AUGMENTATION

This chapter gives a brief activities, works, concepts and proposals for water

supply improvement (source augmentation) for Greater Berhampur Town.

8.1 Access to safe drinking water is essential for creating and maintaining high

quality of life for all citizens. Since the population has grown significantly since year

2001, water shortage being experienced in Berhampur presently.

Considering the ongoing water supply schemes to account there is an urgent

need for augmentation of the source which can cater the increasing demand in future

years to Greater Berhampur Town.

8.2 AUGMENTATION OF SOURCE

It has been observed from details available regarding existing system most of

the population in Berhampur is supplied water by Dhakinapur reservoir and

Rushikulya Joint Water Supply Scheme which are used to the maximum. It is hence

proposed, to augment the existing source and ensure water supply for Berhampur

Town.

The augmentation of source is identified finalized i.e. Janivilli Reservoir, which

can provide 125 MLD of water in total. 30 MLD of water will be supplied to

Dhakinapur Water Works and 95 MLD of water will be supplied to the New

Treatment Plant proposed at Jagdalpur.

8.3 PROJECT PROPOSALS FOR AUGMENTATION OF SOURCE

The deficiency of water for the present and future as per the CPHEEO

Guidelines is already estimated and discussed in the earlier chapter of water

demand. Accordingly there is short fall of about 111 MLD for the year 2043. But it is

proposed to draw 125 MLD from the New Source i.e. Janivilli Anycut. Accordingly the

project proposals are formulated. As per the topography the raw water is to be

pumped from the Anycut to the existing filters and proposed filters. The main

components of the projects are discussed as below.



8.3.1 INTAKE WELL CUM PUMP HOUSE

The idle site for drawl of water at upstream of Janivilli Anycut and an Intake

Well is proposed with a diameter of 7.0m. The levels of Intake Well and Pump House

are fixed to draw lowest water in the Anycut. The Pump House is proposed above

the flood level of the river to avoid the inundation of Pump House. The detailed

drawings and designs are appended.

8.3.2 PUMPS

The raw water pumps are designed as Vertical Turbine pumps to discharge

125 MLD in 23 hours of pumping to a head of 47m. It is proposed to provide two

pumps working and one standby with a capacity of 430 KW each. In the design of

pumps the efficiency of the pumps are considered as 85%. Necessary Electrical

Substations and other requirements are also considered and provided. The detailed

design and estimates are appended.

8.3.3 RAW WATER TRANSMISSION MAIN (RISING MAIN)

The alignment of Raw Water Transmission Main is identified and selected

based on the shortest length and also minimum land acquisition required to have

Techno-Economical proposals. Mostly the alignment is all along the existing road

berms and there is no land acquisition. The alignment passes through the existing

canals and Ghodada River. The Raw Water Transmission Main is designed

economically considering the capital cost and the O & M. The alignment crosses a

ridge at 0.60 Km from the Intake Well, the altitude is 57.58m. The lowest level of

drawl at pumping station is 48.82m. Considering these two aspects the pumping

main is designed to discharge 125 MLD. The designed diameter of the pipeline is

1200mm and proposed with MS pipe. The Rising Main will continued from Intake to

the common point at CH: 46.869 Kms at Rathnapur Village. From this point a

separate branch line is proposed to the existing filters at Dhakinapur, which is at a

distance of 6.86 Km from this common point. This Main is designed to discharge 30

MLD to the existing filters. The designed economical diameter of this main is 700mm

and proposed with DI pipe. From the common point a separate line is proposed to

the New WTP at Jagdalpur. The designed economical diameter of this line 800mm

with DI pipe to discharge 95 MLD. Both these lines are Gravity Mains as per the

topography. Necessary appurtences such as control valves, air valves, scour valves



etc., are provided. The surge protection equipment is proposed for the pumping main

to control the surge. The Transmission Mains passes through culverts, canals, river

etc., Therefore the cross drainage works are also proposed all such places as per

the LS of the alignment. The detailed design and estimates are appended.

8.3.4 WATER TREATMENT PLANT

The demand of treated water for 2028 is about 97.70 MLD. The present

treatment capacity is in the order of 31.35 MLD. There is a deficiency in WTP is

about 66.35 MLD. To cover up this deficiency 60 MLD WTP is proposed in this

project, which can be over loaded by 10% to 15%. The WTP is proposed near

Jagdalpur as per the Site Plan enclosed on Government Land. The following

components are proposed in WTP:

a. Cascade Aerator

b. Flash mixer

c. Partial Flume

d. Clariflocculators

e. Rapid Gravity Filtration Plant

f. Clear Water Reservoir

g. Chemical House

All the components are hydraulically designed to treat 60 MLD of water. A

5.0ML Clear Water Reservoir is proposed to store the treated water and further

transmission to the system. The layout of the WTP with hydraulic flow diagrams are

prepared. The foundation of WTP components are slightly above the GL. The same

has to be filled up with concrete of M15. This is due to variation in ground profile at

WTP Site. The designs and cost estimates are appended.

8.3.5 CLEAR WATER TRANSMISSION MAIN

It is proposed to transmit the clear water from the WTP at Jagdalpur to the

proposed 18 Zonal ELSR’s and 9 Zonal ELSR’s will be drawn from the existing

Filters at Dhakinapur in the Berhampur Town. The WTP site is at lower elevation, the

water transmission is designed by pumping system. The pumping main is designed

to transmit 90 MLD of water. After connecting to the Zonal ELSR’s the same can be

distributed as per the design network of the town.



8.3.6 It is proposed to transmit the Clear Water from the Existing WTP at

Dhakinapur to the 9 Zonal ELSR’s in the Town. An inter connection is

proposed in the Transmission Main from Bank Colony (at Ch: 4321 M) to

Zone – 1 & 2 (Tapping Point) and designed to transmit 45 MLD Clear Water

through 700mm dia DI Main.

8.4 It is essential to have Staff Quarters and Office Buildings to accommodate the

O & M Staff for better maintenance of the project after commissioning. In view

of this provisions are made for Office and Staff Quarters at Intake, Janivilli

Anycut and also Proposed WTP site at Jagdalpur.

8.5 Electrical Substation & Transformers are to be needed at Intake & WTP site.

A dedicated power line is needed at Intake for non-interruption of pumping

system. The provisions are made for the same.



9.0 PROJECT COST ESTIMATES

This chapter deals with the schedule of rates, rates items, analysis of rates

adopted to arrive at cost of various components of the project.

9.1 SCHEDULE OF RATES

Detailed cost estimates are prepared with items and rates available in the

following schedule of rates.

1. Schedule of rates of Orissa

2. Analysis of rate PH, Berhampur

The rates for items which are not covered in schedule, the market rates are

adopted to compute the cost. The rate for WTP is obtained by quotation with a

Standard Firm involved in Construction of WTP’s. The rates for pumps & pumping

equipment are also not covered in the schedule. The market rate for the same are

adopted, which includes all electrical equipment of pumps & motors. The rates for DI

pipes are adopted as per the quotation from the manufacturers and suppliers.

9.2 ANALYSIS OF RATES

All the rates for the material, man power are analyzed and prepared the Datas

for the items covered in the project as per the design specifications. Lump sum

provisions are made for the items for electrical transmission lines, road cutting

permissions and other permissions, where ever required. Accordingly detailed costs

are arrived for all the components of the project.



9.3 DETAILED COST ESTIMATES

The detailed cost estimates are prepared for different components of the

project for clear understanding of the project components and their cost.

Sl

No

Description of Work

1 Construction of Intake Well cum Pump House Near Janivilli Aycut

2 Construction of Bridge near Proposed Intake Well Near Janivilli Anycut

3 Providing Pump sets for Pumping Water from Intake Well near Janivilli Anycut to

Common Point @Ch: 46869 i.e. near Rathnapur Village

4. Erection of Transformer

5 Laying of 1200mm dia MS Pumping Main from Intake Well near Janivilli Anycut to

Common Point @Ch: 46869 i.e near Rathnapur Village

6 Construction of Bridge for Canal Crossing @Ch: 1006m

7 Construction of Bridge for Canal Crossing @Ch: 45906m

8 Construction Cascade Aerator near Proposed WTP at Jagdalpur

9 Construction of Rapid Gravity Filtration Plant near Jagdalpur Village

10 Laying of 800mm DI Raw Water Main from Common Point @Ch: 46869 i.e. near

Rathnapur Village to Proposed WTP near Jagdalpur Village

11 Construction of 5ML Clear Water Reservoir near Jagdalpur Village

12 Laying of 700mm dia DI Raw Water Main from Common Point @Ch: 46869 i.e. near

Rathnapur Village to Existing WTP near Dhakhinapur

13 Laying of 1200mm dia MS Gravity Main from Proposed WTP near Jagdalpur to join

Existing Network near MKCG Medical College

14 Construction of Clear Water Pump Room near Proposed WTP at Jagdalpur

15 Providing Pump sets for Pumping Clear Water from Proposed GLSR near Jagdalpur

to various Zonal Reservoirs

16 Erection of Substation and Providing Transformer near Intake Well and Proposed WTP

17 Laying of Feeder Mains and Inlet Connections to various Zonal Reservoirs from

Proposed GLSR

18 Interconnection Transmission main from Bank Colony to Zone 1 & 2 Tapping Point

19 Providing Approach Roads to Intake Well at Janivilly Anicut



19. Construction of Office Cum Staff Quarters near Proposed Intake Well & Proposed

WTP

20 Construction of Twin Type Watchman Quarters near Proposed Intake Well &

Proposed WTP

21 Construction of Compound wall for Intake Well Site near Janivilli

22 Construction of Compound Wall for Proposed Water Treatment Plant near Jagdalpur

9.4 PROJECT COST

Detailed bill of Quantities for cost estimates are arrived as per the standard

specifications for all the items of Project and as per the site conditions.

Quantitative assessment of physical facilities to be provided under different

alternatives are based on preliminary sizing of all Civil, Mechanical and

Electrical components of the work. These cover RCC works for reservoirs,

pipeline excavation & laying, pumps, motors and associated equipments,

transformers, switch gears, cabling etc.

The Quantities have been estimated based on conceptual arrangements and

also based on designs. Provision towards road crossings, crossings and

laying of pipelines over pipeline bridges for crossing of one major river are

also included in the project cost.

Further provision also made in the estimate towards acquisition of land for

construction of reservoir, sumps and pump houses and also for laying of

pipeline along some stretches of the pipeline alignment. Towards unforeseen

items and price escalation.

Detailed datas are worked out for all the items involved in the project. Based

on the these rates and the quantities the cost estimates are prepared duly

including provisions such as Taxes, contingencies, supervision charges etc.

The component wise cost details are as below:

The total project cost under this DPR works out to Rs. 351.00 Crores.



GENERAL ABSTRACT

Sl No

Qty Description of Work Amount Rs. In Lakhs

1 7.0M ID Construction of Intake Well cum Pump House Near Janivilly Anicut

73.17

2 18m Construction of Bridge near Proposed Intake Well Near Janivilly Anicut

9.02

3 3 No.s - 430Kw

Providing Pumpsets for Pumping Water from Intake Well near Janivilly Anicut to Common Point @Ch: 46869 i.e near Ratnapur Village

485.80

4 46869m Laying of 1200mm dia MS Pumping Main from Intake Well near Janivilly Anicut to Common Point @Ch: 46869 i.e near Ratnapur Village

19146.93

5 17.8m Construction of Bridge for Canal Crossing @Ch: 1006m 16.466 9.0m Construction of Bridge for Canal Crossing

@Ch: 45960m 4.58

7 Construction Cascade Aerator near Proposed WTP at Jagdalpur

15.56

8 60MLD Construction of Rapid Gravity Filtration Plant near Jagdalpur Village

2220.00

9 1131m Laying of 800mm DI Pumping Main from Common Point @Ch: 46869 i.e near Ratnapur Village to Proposed WTP near Jagdalpur Village

260.80

10 46m dia Construction of 5ML Clear Water Reservoir near Jagdalpur Village

152.86

11 6760m Laying of 700mm dia DI Pumping Main from Common Point @Ch: 46869 i.e near Ratnapur Village to Existing WTP near Dakhinapur

1173.60

12 31866m Laying of 1100 / 900 / 800 / 700 / 600 / 500 / 450 / 400 / 350 / 300 / 250 / 200mm dia DI Transmission Pumping Mains from Proposed Clear Water Reservoir near WTP at Jagdalpur to Various (18) Zonal Reservoirs

6313.00

13 9160m Laying of 700 / 350 / 300 / 250 / 200mm dia Inter connection Transmission Pumping Mains from 1100mm dia Clear Water Main from Ch: (Bank Colony) to Zone 1 & 2 Tapping Point (8 Zonal Reservoirs)

1174.15

14 27 x 6m Construction of Clear Water Pump House Near proposed WTP at Jagdalpur

32.66

15 6 No.s - 100KW

Providing Pumpsets for Pumping Water from Proposed WTP to Various Zonal Reservoirs

256.90

16 2 No.s Construction of Office Cum Staff Quarters near Proposed Intake Well & Proposed WTP

24.84

17 2 No.s Construction of Twin Type Watchman Quarters near Proposed Intake Well & Proposed WTP

32.00

18 225m Construction of Compound wall for Intake Well Site near Janivilly

8.06



19 877m Construction of Compound Wall for Proposed Water Treatment Plant near Jagdalpur

30.04

20 530m Provision for Approach Roads to WTP at Jagdalpur 39.24

21 105m Provision for Approach Roads to Intake Well at Janivilli Anicut

7.82

20 Erection of Substation and Providing Transformer Near Intake Well & Proposed WTP

10.00

22 Providing Surge Protection Device for Pump House 12.0023 Provision for Land Acquisition 30.00

24 Providing Dedicated Power Transmission line 30.00

25 Permissions from different Organisations such as R &B, Electrical Department, Revenue Department, Irrigation Department and Railway Crossing (2No.s)

50.00

Sub Total 31609.4926 Provision for VAT @5% 1580.4727 Provision for Price Escalation @5% 1580.4728 Provision for Physical Contingencies @1% 316.09

Total Rs. 35086.53Lakhs

Or Say Rs.351.00 Crores

9.5 PROJECT INSTITUTION FRAMEWORK

• The PHEO possesses technical expertise for Implementation of the Major

Schemes. For proper implementation, the relationship between PHEO and

Government of Orissa is here by specified. Proper innovative approaches for

providing better coordination and working conditions between the PHEO and

the implementing agency are to be evaluated.

• For undertaking construction work tenders will be invited as per the guidelines

of Government of Orissa and execution of works will be monitored by the

PHEO.

• On completion of works identified under this DPR in the respective area, the

agency is responsible for defect liabilities for the period specified by the

Tendering Authority from the date of commissioning the Project. The O & M

Process after the defect liability period will be monitored by regular O & M

staff of PHEO.



9.6 PROJECT PHASING

The works proposed under this DPR are programmed to completed in the

period of 24 months from date of approval.

9.7 SCHEDULE FOR TENDERING / SELECTION FOR PROCUREMENT

SERVICES

Tenders will be invited under e- Procurement platform on EPC System

through online giving wide publicity. This process will take 4 weeks from the date of

notification. Tenders will be evaluated as per the eligibility criteria specified in the

bidding documents and the responsive first lowest bidder will be awarded with the

job.

9.8 SCHEDULES FOR OBTAINING ALL CLEARANCES

The concerned GoO authorities like R & B department / Irrigation Department

etc are being pursued for obtaining permission wherever required in order to

implement the Project in the respective areas.

9.9 OPERATION & MAINTENANCE

PHEO in house staff will monitor the O & M of the infrastructure created under

this DPR.

The Quality Maintenance of Water Supply System consists of Optimum use of

Labour, Equipment and materials to keep the system in good condition, and Supply

of Water to the Citizens of the City.

Maintenance of a system is a combination of factors which have a direct effect

on the way the system performs. This starts with a careful consideration of layout

details, when the system is constructed, the material of construction etc and

continues with regular inspection and preventive measures to ensure that the system

continues to operate the way it is expected to operate and only when it is does not,

actual reactive measures are taken to repair the system. Careful design,

understanding the system, regular inspection and preventive maintenance will

considerably reduce the cost and inconveniences of reactive maintenance activities.



9.10 TYPES OF MAINTENANCE

There are two types of maintenance of a water supply system – reactive &

preventive maintenance.

This is a board description of activities carried out in response to complaints

or occurrences affecting few or more consumers and / or resulting in wastage of

water, contamination of supply, disruption of traffic etc., The reactive maintenance is

unplanned and hence inefficient and usually takes place under circumstances

whereby the consumers carry a poor perception of the maintenance operation. The

success of a system lies in minimizing reactive maintenance activities though this

type of maintenance cannot be totally eliminated.

The maintenance staff should have sufficient experience in design and

construction of system to enable them to perform their task efficiently with an

understanding and appreciation of the problem that may encounter during

maintenance. The staff must have technical and human relations. In – service

training shall be imparted to the maintenance personnel to improve up on the

methods adopted based on the latest trends.

9.11 ANNUAL O & M EXPENDITURE

The annual maintenance of the proposed project works out to Rs. 1065.14 Lakhs

a. Man Power Rs. 48.12 Lakhs

b. Maintenance of Pipes, Civil Works & Pumps Rs. 307.36 Lakhs

c. Maintenance of Water Treatment Plant Rs. 75.00 Lakhs

d. Power Requirement Rs. 634.66 Lakhs

Total Rs. 1065.14 Lakhs

9.12 ENVIRONMENTAL IMPACT & ASSESSMENT STUDIES

The Water Supply Augmentation Scheme is a non – polluting proposal, to

supply additional water to the residents in and around Berhampur Town area. There

are no significant environmental issues in the proposed project. Hence

Environmental Impact and assessment studies are not envisaged in the present

context.



9.13 PROJECT BENEFITS

On completion and commissioning of this project the benefits that are going to

be accrued are as below.

i. To draw additional 125 MLD of water from the source proposed in the

project, which is a dependable one

ii. 100% piped potable water will be available to the Berhampur population

present & future up to 2043

iii. The health & hygiene standards of Berhampur Town population will be

improved, which intern creates better socio – economic conditions

9.14 Plans & Photo Exhibits are enclosed to the DPR.

Floor level:+57.20

+48.00+47.40

+47.10

Bed level :+50.30

AV GL :+55.50

HFL :+56.44

+49.00

10600

10000

11000

105080050

6000

300

450

165010450

2250

100

400

1000

150

12300

1000

12900

ELEVATION

10500

11300

2000

2000

1300

PLAN

SVNVDJ

5000

5000

2900

4200

300

4550

192009000

12000

5000 1000

2900

16500

5280

20900

4040

112003240

AV GL :+55.50

Balcony-1000

Ramp & Steps3

1

Balcony

1000

1000

Retaining Wall

+52.30

Silt Trap-1000x 1000+48.00

Inlet-900Ï

Inlet-900Ï

Inlet-900Ï

Inlet-900Ï

Valve operating rod

4000

1760 5780

250

9.20

STREAM

CANAL

ROOM

LONG TREESRETAINING WALL

GL:+59.0M

WELL

SOIL SAMPLE-2

SOIL SAMPLE-1

GUESTHOUSE

16.7x12m

EARTHERN ROAD

EARTHERN ROAD

EARTHERN ROAD

FENCING STONES

LONG TREES

LONG TREES

PRIVATE LAND

HILLOCK AREA

HILLOCK AREA

HILLOCK AREA

HILLOCK AREA

HILLOCK AREA

ROA

D

RO

AD

ANICUT UPPER APRON LEVEL : +52.2 M

ANICUT LOWER APRON LEVEL : +49.8 M

WATER LEVEL : 52.21M(as on 16-08-11)

BL:50.77

BL:51.01

BL:51.39

BL:50.98BL:49.54

BL:50.32

BL:50.01

BL:49.77

BL:51.24BL:51.59

BL:48.37

BL:48.53

BL:49.54

BL:48.77

BL:48.20

BL:47.2

BL:48.17

CA

NA

L

HEAD SLUICES

SCOURING SLUICES

ROAD WIDTH:3m

RUSH

IKUL

YA R

IVER

RUSHIKULYA RIVER

119 mts

190 mts

247 mts

220 mts

36 mts

47.3 mts

50.8m

86 mts

9m

BUN

D

BU

ND

BL:49.37

B U N D

B U N D

B U N D

37m

BL:52.05

BL:51.65

BL:52.08

BL:52.85

BL:52.67 BL:53.51

BL:53.85

BL:53.25

JANIVILLY VILLAGE

JANIVILLY VILLAGE JANIVILLY VILLAGE

JAN

IVIL

LY V

ILLA

GE

TO ASKANH:217

NH:217

JAN

IVIL

LY V

ILLA

GE

GOVERNMENT OF ORISSA - HOUSING & URBAN DEVELOPMENT DEPARTMENT - PUBLIC HEALTH ENGINEERING ORGANISATIONNAME OF THE WORK : IMPROVEMENT OF WATER SUPPLY TO GREATER BERHAMPUR

DRAWING TITLE : LOCATION PLAN OF PROPOSED INTAKE WELL AT JANIVILLY ANICUT WITH NET LEVELS

EW

N

S

CT:54.33CS:52.06CL:12.6m,CW:11.4m1Pipe,0.5m

81m

199m

53m

96m

JANIVALLY HEAD WORKS LENGTH OF ANICUT 810 ft ANICUT CREST 168.50 ft TOP OF FALLING SHUTTERS 171.50 ftHEAD SLUICES SCOURING SLUICES

SILL FRONT 161.50 ftTOP OF CURTAIN WALL-166.50ftNO OF VENTS -12 NosWIDTH OF EACH VENT -6.00ftH.T OF SPRINGING -5.50ftRISE OF ARCH-1.00ftWIDTH OF CANAL -25.00mFULL SUPPLY DEPTH -2.475mBED SLOPE -1:10.000CANAL DISCHARGE -1600 CUSEC

SILL FRONT 161.50 ftNO OF VENTS -4 NosWIDTH OF EACH -6.00ftH.T OF SPRINGING -6.00ftRISE OF ARCH-1.00ftM.F.L OF 1952-180.90 ftM.F.L OF 4-11-1990-56.44mDISCHARGE -1600 CUSECS C.WALL TOP 166.50 ft

63.15

Electrical Substation

Office Building

10.50m Ï - INTAKE WELL CUM PUMP HOUSE NEAR RUSHIKULYA RIVER

PROP. RAW WATERPUMPING MAIN

Gate6.0m Wide Road55.0m

28.0m

6.0m

7.0m

7.0m

QuartersWatchman

QuartersWatchman

8.0m

10.0

m

1100mmÏ TWO ROWS

Electrical Substation

Office Cum Godown

Quarters

10.50mÏINTAKE WELL

STREAM

ROA

D

RUSH

IKULY

A RIV

ER

CUM PUMP HOUSE

Prop. Raw WaterPumping Main

74.0m

53.0m

35.0m

63.0

m

ANICUT

CAN

AL

EW

N

S

AREA :2894 SQ.MOR : 0.28 Hectares

Watchman

QuartersWatchman

/Staff Quarters

8.0m

10.0

m

18.0m

7.0m

Gate6.0m Wide Road55.0m

28.0m

6.0m

7.0m

7.0m

NEAR RUSHIKULYA RIVER

GOVERNMENT OF ORISSA - HOUSING & URBAN DEVELOPMENT DEPARTMENT - PUBLIC HEALTH ENGINEERING ORGANISATIONNAME OF THE WORK : IMPROVEMENT OF WATER SUPPLY TO GREATER BERHAMPUR

1100mmÏ TWO ROWS

DRAWING TITLE : SITE PLAN OF PROPOSED INTAKE WELL & STAFF QUARTERS ETC.,

PRIMARY HEALTH CENTER

ROAD

HUT

HUT

HUT

PATH WAY1m WIDE

CULVERTTOP:33.48SILL:32.62LENGTH:3.6MWIDTH:5M

11.5m

70.7m

93.8m

3.4m

66 m

37 m

25.8

m

84 m

62.7 m

90 m

66 m

44 m

34 m

48.6

m46

.8 m

83 m

ELEC

TRIC

AL

LIN

E

SHEET ROCK

SHEET ROCK

SHEET ROCK

SHEET ROCK

SHEET ROCK SHEET ROCK

SHEET ROCK

SHEET ROCK

SHEET ROCK

SHEET ROCK

SHEET ROCK

SHEET ROCK

BERHAMPUR

(JAGDALPUR)

PADDY FIELDS

PADDY FIELDS

3.2m WIDEEARTH ROAD

3m WIDE B.T.ROAD

33.5

33.5

33.0

32.5

33.0

33.0

34.0

34.0

34.0

34.5

35.0

35.5 36

EW

N

S

GOVERNMENT OF ORISSA - HOUSING & URBAN DEVELOPMENT DEPARTMENT - PUBLIC HEALTH ENGINEERING ORGANISATION

DRAWING TITLE :LAYOUT PLAN OF PROPOSED WATER TREATMENT PLANT WITH CONTOURS AT JAGDALPUR

AREA OF THE PROPOSED SITE : 38440 SQ.M(3.84 Hec)

GRID LEVELS @ 15m INTERVAL

NH

: 217N

H : 217

BERHAMPUR

ANKUSHPUR

3

2

CLARI#1

CLARI#2

2

1

4

Alum So

l.

Feed

ing

5

6

9

8

10

13

14

15

7

7

16

20.39

8.62

20.24

25.90

19.29

24.92

0.75

6.80

12

11

42.65

41.20

6.20

6.80

1.20

1.20

0.804.60

4.60

NAME OF THE WORK : IMPROVEMENT OF WATER SUPPLY TO GREATER BERHAMPUR

R.SRINIVAS1 : 1000

DATE

DRG.NO

DRAWN BYSCALE

PBS CONSULTANCY SERVICESKHAIRATABAD , HYDERABAD-500 004

AUG-2012

PREPARED BY : -

CLIENT : - HOUSING & URBAN DEVELOPMENT DEPARTMENT

PUBLIC HEALTH ENGINEERING ORGANISATIONEXECUTIVE ENGINEER - PUBLIC HEALTH - BERHAMPUR

1. All dimensions are in metres.Notes:-

ROADS

NET LEVELS

CANAL

CHAINAGE

L E G E N D

CONTOURS

DRAWING TITLE: LAYOUT PLAN OF PROPOSED WATER TREATMENT PLANT WITH CONTOURS AT JAGDALPUR

17

ITEMSSl No

QTY SIZE

1. CASCADE AERATOR 1 10.0Ï x 3.0 HT

2. CLARIFLOCCULATOR 2 38.0Ï x 3.75 SWD X 0.5FB

3. CHEMICAL HOUSE 1 20.00 x 15.00

4. PARSHALL FLUME 1

5. FLASH MIXER 1 3.5Ï x 3.0 HT x 0.5 FB

6. INLET CHANNEL 1

7. FILTER BEDS 12 8.00 x 6.20 x 3.20

8. FILTER ANNEXE 1 23.0 x 8.0

9. CHLORINATION PLANT 1 12.0 x 6.0

10. CLEAR WATER RESERVOIR - 5ML 1 46.0Ï x 4.0

11. SUBSTATION 1 22.0 x 8.0

12. ADMINISTRATIVE BUILDING 1

13. SLUDGE THICKENER 1 5.0Ï

14. CENTRIFUGE BUILDING 1 6.0 x 4.0

15. BACK WASH WATER COLLECTION TANK 1 5.0Ï

16. CLARIFLOCCULATOR SLUDGE SUMP 1 3.5Ï

18.0 x 7.0

17. WATCHMAN QUARTERS - TWIN TYPE 1 10.0 x 8.0

6000

27000

3000

D Down

D

Pumps

12000

Platfo

rm

Platfo

rm

Platfo

rm

& Moto

r

18

Pumping Main1200mmÏ Raw Water

Pumping Main to700mmÏ Raw Water

Dhakkanpur

800mmÏ Raw Water Pumping Main to WTP

1100mmÏ Clear Water Pumping Main

18. PUMP HOUSE 1 27.0 x 6.0

19. STAFF QUARTERS CUM STORE ROOM 1 18.0 x 7.0

19

52.3

00

53.2

70

54.3

40

55.4

20

55.5

90

55.7

40

55.8

30

55.3

50

52.0

60

54.3

30

54.5

80

54.8

30

55.1

30

55.4

30

55.8

80

56.3

30

56.7

80

56.9

70

57.0

90

57.0

90

57.5

80

58.1

90

58.1

90

57.4

40

56.9

60

56.7

60

56.1

10

55.6

60

55.8

10

55.8

30

55.8

50

55.8

70

55.7

50

55.9

10

56.0

70

56.2

30

54.9

40

54.2

30

54.2

00

54.1

10

54.4

20

54.3

10

54.2

70

54.2

50

53.9

10

53.8

20

53.7

80

53.3

40

52.5

00

52.2

60

52.0

80

52.0

00

51.9

50

51.8

20

51.7

90

51.7

80

51.7

90

51.8

40

51.8

30

51.8

50

51.9

30

52.0

10

52.1

00

52.1

60

52.3

70

52.3

50

52.0

20

51.7

00

48.00

49.00

50.00

51.00

52.00

53.00

54.00

55.00

56.00

57.00

58.000 30 60 90 12

0

150

180

210

240

270

300

330

360

390

420

450

480

510

540

570

600

630

660

690

720

750

780

810

840

870

900

930

960

990

1020

1050

1080

1110

1140

1170

1200

1230

1260

1290

1320

1350

1380

1410

1440

1470

1500

1530

1560

1590

1620

1650

1680

1710

1740

1770

1800

1830

1860

1890

1920

1950

1980

2010

1006

50.6

60

Ch:0.052.200

Stream AN

ICU

T TO

P:52

.20

PLA

TFA

RM

LEV

EL:4

9.80

CANAL

RUSHIKULYA RIVER

INTAKE WELLPROPOSED

Ch:10555.4526Ábend

Ch:14756.0310Ábend

BOULDERS

Ch:19955.3510Ábend Ch:286

54.1126Ábend

Ch:30654.5840Ábend

Ch:33654.8314Ábend

Ch:46756.784Ábend

Ch:56057.099Ábend

Ch:58557.0917Ábend Ch:657

58.196Ábend

Ch:240CT:54.36CS:52.061Vent of 0.5m

CL:12.8m,CW:12.6m

Ch:97055.7590Ábend

Ch:104256.2390Ábend

Ch:1006CT:55.66CS:50.063Vents of 7.4m

CL:42m,CW:4.0m

Ch:116354.114Ábend Ch:1365

53.787Ábend

Ch:142752.507Ábend

Ch:170351.843Ábend

Ch:190752.377Ábend

Ch:193152.4627Ábend

Ch:201051.70

VILLAGEGAD DAMODARPALLI

TO JA

NIV

ILLY

VILLAGEGAD DAMODARPALLI

ROOM

Ch:0.051.8447Ábend

Ch:170m49.8251Ábend

CANAL BED:50.06CANAL WIDTH:42.0m

PROPERTIES

PROPERTIES

RUSHIKULYA RIVER

CANAL

CANAL

E

WN

S

GOVERNMENT OF ORISSAHOUSING & URBAN DEVELOPMENT DEPARTMENT - PUBLIC HEALTH ENGINEERING ORGANISATION

NAME OF THE WORK : IMPROVEMENT OF WATER SUPPLY TO GREATER BERHAMPURDRAWING TITLE : L-SECTION AND ALIGNMENT PLAN OF PUMPING MAIN FROM PROPOSED INTAKE WELL

AT JANIVILLY ANICUT TO COMMON POINT AT Ch: 46869 NEAR RATHNAPUR VILLAGE

PROP. PIPELINE DETOUR ALIGNMENT

TEMPLE

KILOMETER STONE24

CULVERT

LEGEND

PROPOSED PIPE LINE

CANAL/STREAM

ROADS

HGL: 96.00

HGL: 94.03

-5.2

057

.500

-4.2

3

-2.0

9

0.06

1.30

2.53

3.69

4.28

2.06

3.88

3.67

3.47

3.31

3.16

3.15

3.15

3.14

2.88

2.54

2.09

2.25

2.52

2.19

1.94

1.96

2.26

2.11

2.16

2.19

2.59

2.56

2.60

2.67

2.41

2.45

2.53

2.22

1.50

1.36

1.28

1.30

1.35

1.32

1.39

1.48

1.59

1.74

1.83

1.95

2.13

2.31

2.50

2.66

2.97

3.05

2.82

2.60

57.5

00

56.4

29

55.3

57

54.2

86

53.2

14

52.1

43

51.0

71

50.0

00

50.4

55

50.9

09

51.3

64

51.8

18

52.2

73

52.7

27

53.1

82

53.6

36

54.0

91

54.5

45

55.0

00

55.3

33

55.6

67

56.0

00

55.5

00

55.0

00

54.5

00

54.0

00

53.5

00

55.0

60

52.0

00

51.9

17

51.8

33

51.7

50

51.6

67

51.5

83

51.5

00

51.3

75

51.2

50

51.1

25

51.0

00

50.9

00

50.8

00

50.7

00

50.6

00

50.5

00

50.4

00

50.3

00

50.2

00

50.1

00

50.0

00

49.9

00

49.8

00

49.7

00

49.6

00

49.5

00

49.4

00

49.3

00

49.2

00

49.1

00

AIR VALVESCOUR VALVE

AIR VALVE

AIR VALVE

55.0

60

55.0

60

53.7

60

54.0

20

54.2

80

54.

540

54.

800

54.2

95

53.5

30

52.7

65

2.05

1.81

1.57

1.33

0.95

0.85

-4.4

0

1.01

1.93

1.41

1.46

2.20

25.6

40

25.5

10

24.2

00

20.5

70

20.5

40

20.8

50

23.4

00

27.5

30

27.6

50

27.7

70

27.8

90

27.9

50

27.9

20

28.0

30

28.1

20

28.2

50

28.1

20

28.5

00

28.8

60

29.5

80

30.0

50

30.8

50

31.0

90

31.6

50

32.1

00

32.6

40

32.8

50

32.9

60

33.1

60

33.2

00

33.3

50

33.6

70

33.9

30

34.1

50

34.7

20

34.9

60

35.1

50

35.3

20

35.4

00

35.3

90

35.6

00

36.2

50

36.5

50

37.6

10

38.1

40

38.5

10

38.7

90

39.1

30

38.9

00

38.5

60

38.6

50

38.6

90

38.7

90

39.0

40

39.5

20

40.0

20

40.3

00

40.5

20

41.8

10

41.4

50

41.4

60

41.9

70

42.1

50

41.2

90

40.6

10

40.2

50

39.8

70

39.2

50

25.00

26.00

27.00

28.00

29.00

30.00

31.00

32.00

33.00

34.00

35.00

36.00

37.00

38.00

39.00

40.00

3045

0

3003

0

3006

0

3009

0

3012

0

3015

0

3018

0

3021

0

3024

0

3027

0

3030

0

3033

0

3036

0

3039

0

3042

0

3132

0

3051

0

3054

0

3057

0

3060

0

3063

0

3066

0

3069

0

3072

0

3075

0

3078

0

3081

0

3084

0

3087

0

3090

0

3093

0

3096

0

3099

0

3102

0

3105

0

3108

0

3111

0

3114

0

3117

0

3120

0

3123

0

3126

0

3129

0

3048

0

3183

0

3186

0

3189

0

3192

0

3195

0

3198

0

3201

0

3135

0

3138

0

3141

0

3144

0

3147

0

3150

0

3153

0

3156

0

3159

0

3162

0

3165

0

3168

0

3171

0

3174

0

3177

0

3180

0

3000

0

41.00

24.00

23.00

22.00

21.00

16.00

GHODAHADARIVER

42.00

GH

OD

AH

AD

A RIV

ER

Ch:30120BRIDGE TOP:33.44RIVER BED:20.54

CL:135m,CW:7.5m3Vents of 41.5m

Ch:3039829.178Ábend

Ch:3049328.124Ábend Ch:30573

29.521Ábend

Ch:3071532.115Ábend

Ch:3134138.145Ábend

Ch:31200CT:36.02CS:35.60

CL:7.3m,CW:8.7m1Vent of 1.0m

Ch:3152038.7030Ábend

Ch:3155138.6913Ábend

Ch:3165740.025Ábend

Ch:3177741.452Ábend

TEMPLETO TARA TARINI

BUS STAND

KALYANA MANDAP

VILLAGEHINJILICUT

VILLAGEHINJILICUT

VILLAGEHINJILICUT

VILLAGEHINJILICUT

VILLAGEHINJILICUT

RIVERGHODAHADA

Ch:3021728.50

Ch:0.028.5090Ábend

Ch:21628.2157Ábend

RIVER WIDTH:135m

PROPERTIES

PROPERTIES

PROPERTIES

Ch:3000025.640

Ch:3201039.250

BUND TOP:28.32

DETOUR ALIGNMENT

PROP. PIPELINE

E

WN

S

TEMPLE

KILOMETER STONE24

CULVERT

LEGEND

PROPOSED PIPE LINE

CANAL/STREAM

ROADS

HGL: 66.72

HGL: 64.77

24.5

001.

14

22.5

00

20.5

00

18.5

00

18.5

00

18.5

00

24.5

00

25.0

00

25.5

00

25.5

63

25.6

25

25.6

88

25.7

50

25.8

13

25.8

75

25.9

38

26.0

00

26.5

00

27.0

00

27.5

00

28.0

00

28.5

00

29.0

00

29.3

33

29.6

67

30.0

00

30.3

33

30.6

67

31.0

00

31.2

00

31.4

00

31.6

00

31.8

00

32.0

00

32.0

71

32.1

43

32.2

14

32.2

86

32.3

57

32.4

29

33.5

00

33.5

00

34.5

00

34.7

86

35.0

71

35.3

57

35.6

43

35.9

29

36.2

14

36.5

00

36.7

50

37.0

00

37.2

50

37.5

00

37.7

50

38.0

00

38.2

50

38.5

00

38.8

00

39.1

00

39.4

00

39.7

00

40.0

00

39.4

00

38.8

00

38.2

00

37.6

00

37.0

00

3.01

3.70

2.07

2.04

2.35

-1.1

0

2.53

2.15

2.21

2.27

2.26

2.17

2.22

2.25

2.31

2.12

2.00

1.86

2.08

2.05

2.35

2.09

2.32

2.43

2.64

2.52

2.29

2.16

2.00

1.95

2.07

2.13

2.15

2.65

2.82

2.94

3.03

3.04

2.96

3.10

2.75

2.05

2.82

3.07

3.15

3.15

3.20

2.69

2.06

1.90

1.69

1.54

1.54

1.77

2.02

2.05

2.02

3.01

2.35

2.06

2.27

2.15

1.89

1.81

2.05

2.27

2.25

20.00

19.00

18.00

17.00

SCOUR VALVEAIR VALVE

AIR VALVE

SLUICE VALVEAIR VALVE AIR VALVE

GOVERNMENT OF ORISSAHOUSING & URBAN DEVELOPMENT DEPARTMENT - PUBLIC HEALTH ENGINEERING ORGANISATION

NAME OF THE WORK : IMPROVEMENT OF WATER SUPPLY TO GREATER BERHAMPURDRAWING TITLE : L-SECTION AND ALIGNMENT PLAN OF PUMPING MAIN FROM PROPOSED INTAKE WELL

AT JANIVILLY ANICUT TO COMMON POINT AT Ch: 46869 NEAR RATHNAPUR VILLAGE

DHOBABANDHA, ASKA ROAD(OPP.HANUMAN MANDIR)

OPP.KALI TEMPLE,ASKA ROAD

NEAR CULVERT,HARSH VIHAR

NEAR BANK COLONY

CANAL SAHI(AMIT HOSPITAL ROAD)

GOLA SAHI (NEARBIJUPATNAIK)

PANCHANANNAGAR ON BY

PASS ROAD

SPECTRUM COLONY5TH LANE

ASKA ROAD PH OFFICE

BULLOCKSHED CITYHIGH SCHOOL

BRIT COLONY

U.ATOWER

ORT COLONYGATE BAZAR SQUARE

NEW BUS STAND

SHANTI NAGAR

GAJAPATI NAGAR ENGG. SCHOOL CAMPUS

ON NH -217 NEAR AAICOLONY AMBAPUA VILLAGE

PANKAPALLI, ANKULI

KUSHI NAGAR NEARRAM NAGAR

ANDHAPASARA ROAD

GOODSHEDRLY CROSSING

NEAR TEMPLE, SUKUNDAROAD HARIDA KHANDI

HILLOCK,COMUNITY HALL

NEAR ANDHAPASARAROAD (FUTURE)

ON NH-5 (FUTURE)

ON NH-5 (FUTURE)

CAPACITY=1100 KLSTAGE HEIGHT=23 MG.L. = 19.69



CAPACITY=800 KLSTAGE HEIGHT=23 MG.L. = 26.45CAPACITY=1000 KL

STAGE HEIGHT=23 MG.L. = 29.08






CAPACITY= 600 KLSTAGE HEIGHT=23 MG.L. = 14.04







ADD. CAPACITY=250 KLSTAGE HEIGHT=23 MG.L. = 18.19










10 11

200/

356/

DI

200/

732/

DI350/270/DI

350/52/CI

150/

673/

CI

10 11

350/673/CI200/484/CI

200/

356/

DI

200/

732/

DI

350/4013/CI

350/270/DI

350/52/CI

200/642/DI

150/

673/

CI

350/147/CI 200/334/CI

400 /4133/C.I

400/464/C.I

400 /989/C.I

200/455/D.I

200/

228/

D.I400/1074/C.I

200/

1050

/C.I

200/

1655

/D.I

200/2408/DI

200/30/D.I

200/77/D.I

300/

364/

D.I

400

/888

/C.I

200/34/CI

400 MM

D.I

200/1032/C.I

200/

463/

C.I

400 MM

D.I

400 MM D.I

400/1501/ D.I

400

/741

/ D.I

200/1000/C.I

300/

789/

C.I

400 /5224/ D.I

400/

123/

D.I

300/829/D.I

DHAKINAPURWATER WORKS

SH-17

NATIO

NAL H

IGH

WAY-217

SH-22 NH-217

NH-217

NATIONAL HIGHWAY-5

NH-5

NH-5

RAILWAY

STATIO

N

TO ASKA

RAIL

WAY

TRA

CK

LEGEND:-

TETRA TECH INDIA LIMITED

SCALE

APPROVED

DESIGNED

CHECKED

DRAWN AZ

DATE 09.11.2012

DRAWING NO.: O:TIL /3228/BAM/80 REV.

00

SHEET

1 OF 1

A0

PROJECT

CLIENT

TITLE

THIS DRAWING IS A PROPERTY OF TETRA TECH INDIA LIMITED AND MUST NOT BE PASSED ON TOANY PERSON NOT AUTHORISED TO RECIEVE IT NOR BE COPIED OR OTHERWISE MADE USE EITHERIN FULL OR IN PART BY SUCH PERSON OR BODY WITHOUT OUR PRIOR PERMISSION IN WRITING.

WATER SUPPLY TO BERHAMPUR MUNICIPALCORPORATION PHASE-II,BERHAMPUR UNDERUIDSSMT SCHEME

951, 9th FLOOR, AGGARWAL METRO HEIGHTS,NETAJI SUBHASH PLACE, PITAMPURA, NEW DELHI - 110 034TEL.: +91 11 4500 7500/ 8500 FAX: +91 11 4500 7599

FILE No.:

PROPOSED WATER SUPPLYSCHEME BERHAMPUR

ORISSA PUBLIC HEALTH ENGINEERING ORGANISATION

MK

MK

EXISTING RISING MAIN -1FROM DHAKINAPUR -350 MM CI

P:\3228\187-3228-10001\CAD\PUBLISH\80

EXISTING RISING MAIN-2FROM DHAKINAPUR 400 MM CIEXISTING RISING MAIN-3FROM DHAKINAPUR 400 MM DIEXISTING RISING MAIN-4FROM RUSHIKULYA 600 MM CIPROPOSED RISING MAIN -1FROM DHAKINAPUR 900 MM DIEXISTING PIPESNEW PIPESE.S.R. LOCATIONMUNICIPAL BOUNDARY

DHOBABANDHA, ASKA ROAD(OPP.HANUMAN MANDIR)

OPP.KALI TEMPLE,ASKA ROAD

NEAR CULVERT,HARSH VIHAR

NEAR BANK COLONY

CANAL SAHI(AMIT HOSPITAL ROAD)

GOLA SAHI (NEARBIJUPATNAIK)

PANCHANANNAGAR ON BY

PASS ROAD

SPECTRUM COLONY5TH LANE

ASKA ROAD PH OFFICE

BULLOCKSHED CITYHIGH SCHOOL

BRIT COLONY

U.ATOWER

ORT COLONYGATE BAZAR SQUARE

NEW BUS STAND

SHANTI NAGAR

GAJAPATI NAGAR ENGG. SCHOOL CAMPUS

ON NH -217 NEAR AAICOLONY AMBAPUA VILLAGE

PANKAPALLI, ANKULI

KUSHI NAGAR NEARRAM NAGAR

ANDHAPASARA ROAD

GOODSHEDRLY CROSSING

NEAR TEMPLE, SUKUNDAROAD HARIDA KHANDI

HILLOCK,COMUNITY HALL

NEAR ANDHAPASARAROAD (FUTURE)

ON NH-5 (FUTURE)

ON NH-5 (FUTURE)




























Intake Well Cum Pump House

Proposed

WTP

Rushikulya River

Existing

WTP

Anycut1200mmÏ Pumping Main - 46869m

125 MLD

700mmÏ Pumping Main - 6760m

30 MLD


95 M

LD


95 MLD60 MLD

CH: 4321.00M CH: 7308.00M

18 Zonal Reservoirs

95 MLD


45.0

3 M

LD

9 Zonal Reservoirs

Proposed for the year 2023

Note: All Pipelines are proposed for the year 2043

FLOW DIAGRAM

Ch:0.0GL:52.30

Ch:50056.780

Ch:100055.600 Ch:1500

52.080

Ch:2000

51.820

Ch:2500

51.760

Ch:300

0

50.46

0

Ch:350

0

50.61

0

Ch:400052.290

Ch:4500

51.640

Ch:5000

53570

Ch:5500

54.760

Ch:600048.820

Ch:650048.720

Ch:700047.710

Ch:750045.480

Ch:800044.930

Ch:850045.820

Ch:900044.980

Ch:9500

45.530

Ch:100

0044

.850

Ch:105

0043

.010

Ch:110

0041

.230

Ch:112

9545

.390

Ch:11

500

45.74

0

Ch:1

2000

46.3

10

Ch:1

2500

41.8

00 Ch:1

3000

41.5

50 Ch:

1350

041

.780 Ch

:140

0037

.390

Ch:1

4500

35.41

0

Ch:150

00

35.61

0

Ch:15300

35.900Ch:15500

34.100

Ch:1600032.950

Ch:1650032.850

Ch:1700033.110

Ch:1750033.410

Ch:18000

32.720

Ch:18500

33.550

Ch:19000

34.630

Ch:19500

38.900

Ch:20000

44.150

Ch:20500

41.750Ch:2

1000

40.02

0

Ch:21500

34.340

Ch:22000

34.760

Ch:2250037.390

Ch:23000

36.330

Ch:23500

35.540

Ch:24000

32.600

Ch:2450031.220

Ch:25000

30.440

Ch:2550029.320

Ch:26000

28.400

Ch:2650026.850

Ch:2700025.900

Ch:2750026.400

Ch:2800026.430

Ch:2850026.210

Ch:29000

26.830

Ch:29500

27040

Ch:300

00

32.57

0

Ch:305

00

28.48

0

Ch:310

00

000.0

0

Ch:315

00

34.31

0

Ch:3200039.370

Ch:3250029.760

Ch:3300028.710

Ch:3350027.880

Ch:3400026.570

Ch:3450024.900

Ch:3500023.720

Ch:3550024.220

Ch:3600025.250

Ch:3650026.720

Ch:3700029.440

Ch:3750033.450

Ch:3800035.370

Ch:3850037.210

Ch:3900041.490

Ch:3950037.420

Ch:4000039.780

Ch:4050042.710

Ch:4100041.750

Ch:4150051.760

Ch:4200051.510

Ch:4250045.030

Ch:4300047.850

Ch:43500

49.450

Ch:4400048.500

Ch:4450047.950

Ch:4500050.870

Ch:4550046.470

Ch:4600041.850

Ch:4650039.400

Ch:4

7000

35.1

50

Ch:47500

29.640Ch:0.0

34.00

WTPPROPOSED

Ch:500

31.76

0

Ch:1

000

32.00

0

Ch:1500

28.050

Ch:2000

25.710Ch:250022.800

Ch:300021.930

Ch:350018.550

Ch:400014.520Ch:432115.010

Ch:5

000

13.4

00

Ch:566212.330

Ch:622312.710

Ch:670

011

.580

Ch:730819.370

PURUSH

OTHAMPU

R

DHAUGAONVILLAGE

DHAUGAONVILLAGE SH : 30

ASKATOWN

CANAL

CANAL

GHANSIBILIVILLAGE

DHAMODHARPALLI

DHAMODHARPALLI

KH

ALA

SAN

DH

AN

UR

KH

ALA

SAN

DH

AN

UR

NALLABANTAVILLAGE

NALLABANTAVILLAGE

NALLABANTAVILLAGE

KHANDA DEVLIVILLAGE

PATTIGUDA

KHANDAGAM VIL

LAGE

HILLOCK / FORESTAREA

TO KARANJA

YE

TEMPLE

PAKIDI

H.T.LINE

H.T.LINE

PITTALA VILLAGE

PITTALAJUNCTION

PITTALAJUNCTION

RAMACHANDRAPURAMRAMACHANDRAPURAM

TO PUDINGI

TO SARODA

SAMULOYIJUNCTION

VILLAGE

PITTALA

GHODAHADA RIVER

GHODAHADA RIVER

CANAL

CANAL

STATE HIGH WAY : 36

HINJILICUTVILLAGE

HINJILICUTVILLAGE

HINJILICUTVILLAGE

HINJILICUTVILLAGE

HINJILICUTVILLAGE

HINJILICUTVILLAGE

TO SINGIPURINDIAN

OIL PETROLBUNK

TO NUAPALLI

TO POCHILIMA

TO MAKAR JHOL

TO SARU VILLAGE

TANK

SAMAR JHOLAVILLAGE

SAMAR JHOLAVILLAGE

TO CHAITANYAPADA

TO GOPINATHPUR

CANAL

CANAL

CANAL

TO PURUSHOTHAMPUR

TO DIGAPAHANATI

KUKUDAKHANDIVILLAGE

KUKUDAKHANDIVILLAGE

KUKUDAKHANDIVILLAGE

KUKUDAKHANDIVILLAGE

TANK

TO RAGHUNATHPUR

H.T.LINE

H.T.LINE

TO BRAMHAPUR SADAR

ISKANTEMPLE

ANKUSHPURVILLAGE

ANKUSHPURVILLAGE

STATEHIGHW

AY- 17

AYURVEDICCOLLEGE

BRANCH CANAL

CA

NA

L

RATNAPURVILLAGE

JAGDALPURVILLAGE

JAGDALPURVILLAGE

BANK COLONY

RAGHUPATI NAGAR

MKCGHOSPITAL

JANIVILLY ANICUT

HEAD SLUICES

SCOUR SLUICES

STREAM

NH:217

NH:217

NH

:217

NH:217

NH

:217

NH

:217

NH

:217

NH:217

NH

:217N

H:217

NH

:217

BOULDERS

GUESTHOUSE

JANIVILLY VILLAGE

ASKATOWN

EXISTING WATER

RU

SHIK

ULY

A R

IVER

RUSHIKULYA RIVER

PROPOSED RAW WATER TRANSMISSION MAIN

PROPOSED RAW WATER TRANSMISSION MAIN - 125 MLD

GAD DAMODARPALLIVILLAGE

VILLAGEK.RAMACHANDRAPUR

VILLAGEK.RAMACHANDRAPUR

JAGDALPURVILLAGE

JAGDALPURVILLAGE

JANIVALLY HEAD WORKS LENGTH OF ANICUT 810 ft ANICUT CREST 168.50 ft TOP OF FALLING SHUTTERS 171.50 ftHEAD SLUICES SCOURING SLUICES

SILL FRONT 161.50 ftTOP OF CURTAIN WALL-166.50ftNO OF VENTS -12 NosWIDTH OF EACH -6.00ftH.T OF SPRINGING -5.50ftRISE OF ARCH-1.00ftWIDTH OD CANAL -25.00mFULL SUPPLY DEPTH -2.475mBED SLOPE -1:10.000CANAL DISCHARGE -1600 CUSEC

SILL FRONT 161.50 ftNO OF VENTS -4 NosWIDTH OF EACH -6.00ftH.T OF SPRINGING -6.00ftRISE OF ARCH-1.00ftM.F.L OF 1952-180.90 ftM.F.L OF 4-11-1990-56.44mDISCHARGE -1600 CUSECS C.WALL TOP 166.50 ft

EW

N

S

GOVERNMENT OF ODISHAHOUSING & URBAN DEVELOPMENT DEPARTMENT - PUBLIC HEALTH ENGINEERING ORGANISATION

NAME OF THE WORK : IMPROVEMENT OF WATER SUPPLY TO GREATER BERHAMPUR

DRAWING TITLE : KEY MAP OF PROPOSED PIPE LINE ALIGNMENT FROM INTAKE WELL AT JANIVILLYANICUT TO PROPOSED WTP, EXIST. WTP & TOWN DISTRIBUTION

A0 SCALE TO FIT , COLOUR ON PAPER - 1 COPY

EXIS

TING W

TP

Ch:0.035.410

Ch:50029.250

Ch:100025.250

Ch:300

024

.530

Ch:150023.900

Ch:200022.420

Ch:250022.100

Ch:3500

24.710

Ch:4000

25.560

Ch:4500

26.500

Ch:5000

27.450

Ch:550048.560

Ch:6000

31.370

Ch:676032.860

TO R

AYAG

ADA

SH : 17

S.S.

TANK-1

S.S.

TAN

K-2

DAKKINAPURVILLAGE

DAKKINAPU

R

P

Ch:1006CT:55.66CS:50.063Vents of 7.4m

CL:42m,CW:4.0mCANAL BED:50.06CANAL WIDTH:42.0m

Ch:18180CT:32.39CS:28.79

CL:24.6m,CW:8.5m2Vents of 6.2m

Ch:30120BRIDGE TOP:33.44RIVER BED:20.54

CL:135m,CW:7.5m3Vents of 41.5m

RIVERGHODAHADA

RIVER WIDTH:135m

BUND TOP:28.320

Ch:38916CT:42.46CS:40.51


CANAL

Ch:32258CT:35.30CS:33.21


Ch:40560CT:44.72CS:40.22


Ch:45969CT:42.92CS:39.72


Ch:52160CT:17.01CS:12.76


DOBHA NALLAH

CANAL

CAN

AL

PROPOSED INTAKE WELL CUM

BRANCH CANAL

CANA

L

CANAL

CANAL

SUPPLY PIPE LINE

Ch:48000

34.00

PROPOSED CLEAR WATER GRAVITY MAIN - 7.3 KM

FROM WTP TO EXISTING SYSTEMNEAR MKCG HOSPITAL

PROPOSED RAW WATER PUMPING MAIN30 MLD CAPACITY

PROPOSED RAW WATER TRANSMISSION MAIN - 95 MLD

PUMP HOUSE

Quolity Conillltor:(lm Continuation Sheels

RECOMMENDATIOT\I$ ( At Dhobabandh,Aska Road, Berhampur. )

Considering the enginecring property, laboratory test report,

and analysis presentcr-l above it comes to conclusion thatShallow foundation r,.'*'i!l be suitable for this site

From local enquire it is fcund that, during rain seasonthe water table of this irrea was 0.5 mt.above GL

sBC for shallow founr.lrrlion at a different depth from an averase GL is

15.

1 SBC at 1.0 m deplli from B.FI-1

2 SBC at 1.5 m dbplh from B.H-2

3 SBC at 2.O m deptlr from B.H-l

4 SBC at 2.5 rn deptii lrom B.H-2

Detail of SBC is enclc:ed in continuation sheet

6.3 r/M2

9.8 r/M2

12.3 r/M2

14.2 r/M2

A Gq*t lrpprovcel Labor*rYStilt Fbor, ftl{hi Goud To+rer

sales Tax Square, Engg. Scheol Road,BERHAMPUR - 10 (GrnJ'6rissa

Pasefl

D:V\TADAM . 1 1 .12\R€port ol grat€r befiampur\'l.Dhobsbandh\FtNAL CHECKof BH-t&2-30. m

Continuation Sheets.

15. RECOMMENDATIONS ( Near Good Shed,Rly Crossing, Berhampur. )

Considering the engineering property, laboratory test report,

and analysis presented above It comes to conclusion thatShallow foundation will be suitable for this site

From local enquire it is found that, during rain season

=14ble oJ-@i*s alea was 3.0 mt.Above GL

SBC for Shallow foundation at a different depth from an averaee GL is

6QlIolity Conroltorium

1 SBC at 1.0 m depth from B.H-1


3 SBC at 2.O m depth from B.H-l


Detail of SBC is enclosed in continuation sheet

6.8 r/M2

8.2 r/M2

10.0 r/M2

10.9 r/M2

A Govt Approved LaboralorYStilt Floor, fna.ltri Couri Tower

saleg Tax Squarc, Engg, Sc+teol Road,FtTiHAUPUR - 10 (Gm-)€risa

;:aj;l , ilrj

n4.e#fl

D1MADAM - 1 1 -12\Repod of gmter berhampu^14.5.1 1U4.Near Good shead\FtNAL CHECKof BH-1&2-30. m

6Ouality Conr(lltolillm Continuation Sheets...

15. RECOMMENDATIONS ( Andhapasara Road UGR Campus, Berhampur. )



From local enquire it is found that, during rain seasonthe water table of this area was f .0 mt.Above GL

SBC for Shallow foundation at a different depth from an averase GL is



3 SBC at 2.O m depth from B.H-1



6.8 r/M2

10.0 r/M2

11.6 r/M2

12.8 r/M2

U-={,09'ttFor Quality Consultorium

A Govt ApProved lrboratorYStilt Floor,.Maitri Gouri Towar

sdles Tax Square, Engg- Sctrool Road.

SEfiH/'\l"qtltjR ' 10 (Gm-) Orisca

DTMADAM - '1 1 -12\R€porl of grater berhampur\14.5.1 1\23. Andhapasam rcad\F|NAL CHECKot BH-1&2-30. m

60olity Consultot iom ContinuationSheets

15. R.ECOMIVIENDATIONS (husinagar nean Rarnnagar LJGR Carnpus, Eerhar)

Considering the engineering property, laboratory test neport,

and analysis presented above It cornes to conclusion thatShallow foundation will be suitable for this site

From trocal enquire it is found that, during rain seasonthe water table of this area was f.0 mt.Below GL

SBC for Shallow foundation at a different depth from an average GL is






7.0 "t/M2

10.1 r/M2

{1.6 r/M2

12.6 r/M2

U-./'lb"v'For QualitY Gonsultorium

A Govt lPProved faborabrYSttlt Floor, ilaifi eou* Toryer

Sales Tax Square, Engg' Sctroo-l Roed'-- genHailPUR - 10 {Gm'} ori'gsa

|ttitllltllt!:WTJage;"r

D:V\TADAM - 1 1 - 12\Reporl of grater berhampur\14.5.1'l\22. KhusinagadFlllAL CHECKof BH-1&2-30. m

6Ollolity Conrllltglium

:

I

Continuation Sheqts...

15. RECOMMENDATIONS Pankapalli UGR Campus, Berharnpur.


and analysis presented above It comes to conclusion that

Shallow foundation will be suitable for this slte

:

Frorn local enquire it is found that, during rain seasonthe water table of this area was 1.5 rnt.Below GL

SBC for Shallow foundation at a different depth from an averaqe GL is






8.5 "t/M2

12.0 't/M2

13.7 r/M2

14.3 r/M2

For QualitY ConsultoriumA Govt APProved L^aborabrY

Stilt Floor, Meihi Goud ToirerSaleg Tax Square, Errgg. $cteol Road'

EERHAMPUR - r0 €m') Orisea

YAE€:I':

4^

D:\MADAM - 1 1 -12\Report ot grater berhampur\14.5,1 1Ul Pankapalli\F|NAL CHECKof BH-1&2-30. m

6ooolity (onroltorium ContinuatiOn SheetS...

15. RECOMMENDATIONS Near AAi Colony,Ambapua, Berhampur



Shallow foundation will be suitable for this site

From locai enquire it is found that, during rain seasonthe water table of this area was 2.0 mt.Below GL

SBC for Shallow foundation at a different depth frcm an average CL is

12.4 rtt.,r2

15.6 r lw12

2S.3 r ttr,')

2&.2 r/Nr2

tyk,,f or QuititY Co.nsultorium

A Govt APProred t'abor#rYStilt Ft'oor' Maihi Gouti Tower

sates Tax S,quare, Engg. Sc*rool Road'

BEfqHi\l"*tFUR - 10 (Gm")'ori*sa

1 SBC at

2 SBC at

3 SBC at

4 SBC at

1.0 m depth

1.5 m depth

2.O m depth

2.5 rn depth

from B.H-1

from B.H-2

from B.H-1

from B.H-2


6Qnolity Conrtlltori.!tn Continuation Sheets..

15. RECOMI\,IENDATIONS Engg.School Cai'npus, Berhampur.

Considering the engineering property, iaboratory test report,

and anaiysis presented above It comes to conclusion that

Shallow foundation will be suitable f,or this site

Fronn local enquire it is found that, during rain seasonthe water table of thrs area was 3.0 mt.Below Gl-







12.0 r/M2

14.6 r/M2

'17.8 r/M2

21.2 r/M2

%air or dGtitY borrsu ltori um

A Govt- A+Proved L'boralorYStilt Floor, Meihi Gouti To{ver

3"1"u iut Square, gnSg" Sctrrral Road'-- eenHat'IPUR - 10 (Gm") Ori*a

:I!d,Ec=.A

D;\MADAM - 1 1 -12\Report of grater berhampuAl4.5.1 1\'19. Engg School Campus\F|NAL CHECKoI BH-1&2-30, m

6O(lolity Conrlrltori(,m Continuation Sheets...

I.5. RECOMMENDATIONS (ihanti Nagar l.,iear Medical Campus, Berhampur.)

Considering the engiheering property, laboratory test nepont,


Shallow foundation will be suitable for thls site

Frorn local enqr.r.ire it is found that, d.uring rain seasonthe water table of this area was f.0 mt.Below GL







7.5 r/M2

11.3 r/M2

13.3 r/M2

15.2 r/M2

//&LoL'',o,okffi"torium

A Govt Apprsved Lebor#rYSdlt Floor, Maihi Gsud Tooter

""t"i ini square,

-e"gs' sctreol Road'."'""pl.*i'

i.{\istlR - t0 (Gm')orissa

::l:.,:;:i;.;'?.tl.ii i:.1 i brira,

-,"; . . J:r:i

Y;;b'gt-: I .,;

D:V\TADAM - 1'1 -'12\Report of grater berhampuA'l4.5.1 1\'l 7. SantinagaAFlNAl CHECKof BH-1&2-30. m

6Oqality Conr(rltori(lm Continuation Sheets..

15" R,ECOMMENDATIONS ( New Bus stand UGR Campus, Berhampur. )

Considering the engineening property, laboratory test report,


Shallow f,oundation will be suitable for this site

Frorn local enqr..lire it is found that, during rain seasonthe water tabtre of this area was 1.0 rnt.Above GL

SBC for Shallow foundation at a different depth from an averase GL is

1 SBC at 1.0 m

2 SBC at 1.5 m

3 SBC at 2.O m

4 SBC at 2.5 m

depth from B.H-1

depth from B.H-2

depth from B.H-1

depth from B.H-2

7.8 r/M2

10.9 r/M2

12.1 r/M2

14.0 r/M2

A Govt Approved LaborabrYSdlt Floor, fllaihi Goud Tower

sales Tax Square, Engg. Sctrool Road'ELRhAh4PUR - 10 (Gm.) Oritsa

i;;i.:::,'11i ;=F;#df,?fi


Dr\MADAM - 1 1 -12\Reporl of graler berhampur\14.5.1 1\16,New Bus stand UGR Campus\F|NAL CHECKof BH-1&2-30. m

6Otlolity Conrttltorirlm Continuation Sheets..

15. RECOMMENDATIONS (PH Snb div -lll Campus,Aska Road, Berhampur. )

Considering the engineering property, traboratory test report,


From local enquire it is found that, during rain seasonthe water table of this area was 0.2 mt.Below GL







7.9 r/M2

11.0 r/M2

12.3 r/M2

13.9 r/M2

For Quality ConsultoriumA Govt Approved Labor*rYStilt Fbor, $naihi Gowl Tower

s.rles ilx *1uare, Engg. Scttool Road.i: :'. f rlr trrltJR - 10 {Gr:n.}.f)rissa

.:,a:. itttlllt:r=

P"uage,i7

Dr\MADAM - 1 l -12\Report ot grater b€rhampu^14.5.1 1\15.PH Sub €mpus\F|NAL CHECKof BH-1&2-30. m

6O(tolity Conr(lltoris m Continuation Sheets

I.5. RECOMMENDATIONS Panchanan Nagar,On By pass, Berharnpun.

Considering ttre engineeri.ng propenty, laboratory test report,


F"rorn local enquire it is found tli.at, d.uring rai.n seasonthe water table of this area was 2.4 rnt.Above GL


I SBC at 1.0

2 SBC at 1.5

3 SBC at 2.0

4 SBC at 2.5

depth from B.H-l

depth from B.H-2

depth from B.H-1

depth from B.H-2

m

m

m

m

7.9 r/M2

12.0 r/M2

14.0 r/M2

15.6 r/M2


,*ffilto,iu,"A Govt APProred labor*rYStilt Floor, lttaitri Coutl Tower

Sales Tax $guare, Engg- Sctrool Road.

Ff qHrruPUR - 10 {Gm.} Orissa

P,&ei!7,

DIMADAM- II -12\Reportofgraterberhampur\14,5.'l1\13. panchanan nagar\Fll,lALCHECKofBH-1&2-30. m

(trcoditr consoltorrom Continuation Sheets.

15. RECOMMENDA1UONS ( tsrit eolony UGR Campus, Berhampur" )


and analysis presented above trt comes to conclusion thatShallow foundation wilX be suitable for this site

Frorn local enquire it is found that, during rain seasonthe water table of this area was f .0 mt.Below GL




3 SBC at 2.O rn depth from B.H-1



= 8.9 T/M2

= 12.1 r/M2

= 13.5 r/M2

= '17.4 r/M2

,o,offi*,u*A Govt APProved tebor#rYStilt Floor, fttaihi Goud Tower

Jal:j$ 'ir :-:.t.tare, Engg.School Road'F,i: Fi !lAirpUR - 10 {Grn.-} -Orir'i;:

::::=::i ltl

. lF,.,.4 e-z

D:V\TADAM - 1'l -12\Report of gratsr berhampuAl2.Brit @lony,UGR Campus\F|NAL CHECKof BH-1&2-30. m

6o(lqlitY (ontoltor iqm Continuation Sheets....

15. RECOMMENDATIONS

1 SBC at 1.0 m depth


3 SBC at 2.O rn depth


On Hilloch,Hilpatana, Berhampur



Shallow foundation will be suitable for this site

From local enquire it is found that, during rain seasonthe rvater table of this area was 1.0 mt.Beiow GL

SBC for Shallow foundation at a different depth frorn an average '3L is


12"0 rlrr,2

14.G r lrn2

{7.8 rtM2

2a,"2 \li..r2

For Qua lity Consultori umA Govt ApProved taboralorYStilt Floor, Jtllaifri Couri Tower

sales Tax Square, Engg. Sctrool Road.:'.' r?r:l.vpuR - 10 (Gm-)f}r.i*sa

from B.H-1

from B.Fl-2

frora B.H- 1

from B.H-2

E:\1 1- 12 Sir\Repod\Grater Berhampur\Reporl\1 l.Hiilock l-iilipai:nalaiNl\L C!r;r{- I . ,: -r

trosotity Conrqttoriom COntinUatiOn Sheets.

L5" RECOMMENDAT'IONS ( Stln lane Extn. Gandhinagar, Berharnpur. )

eonsidering the engineering property, laboratory test report,

and analysis presented above trt comes to conclusion thatStrallow foundation will be suitable f,or thls site

Fnorn local enqu.ire it is found that, during rain seasonthe water table of this area was '!.0 rnt.tselow Gl-




3 SBC at 2.O'rn depth from B.H-1



= 9.1 r/M2

= 12.0 r/M2

= 15.1 r/M2

= 17.4 T/M2

u#frFor QualitY Consultorium

A Govt APProved LaborabrYStilt Floor,.Majhi Geud Tower

salcE Tax Square, Engg. Sc+reol Road'6i:ftl-iAt'tF UR ' 10 (Gm")Ori.gsa

. :,.. ger ,r

D:\MADAM - 1 l -12\Report of grator berhampuAl0. Gandhi nagar sth lano extn\F|NAL CHECKof BH-1&2.30. m

6O(lqlity Conrultorium Continuation Sheets...

1.5. RECOSTilIENDATIONS ( fr.,lear Amit hlospital Road, Berharnpur.



From local enqu.ire it is found that, during rain seasonthe water table of this area was f .5 mt.above GL.







6.1 r/M2

7.4 r/M2

{1.9 r/M2

17.5 r/M2

For Quality ConsultoriuntA Go.vt A,pProved teboralorYSt{lt Floor, iilaihi Geuri Torer

Sales Tax gquare, Engg, Sc+t€ol Road.FERHAMPUR - tO (Gm.) Orissa

DIMADAM . 1'l -l2\Report of grater berhampung. Amit Hospital\FIML CHECKof BH-'l&2-30. m

6Ooolity Gonsoltoriom COntinUatiOn SheetS...

15" RECOMIVTENDATI@NS ( Opp. T'ernpNe ,Corporation Road, Berhampun. )


and analysis presented above It comes to conclusion thatShallow foumdation wilt be suitable for this site

Frorn Local enquire it is found that, during rain seasonthe water table of this area was 0.8 mt.above Gl-






Detail of SBC is enclosed in coniinuation sheet

10.2 r/M2

14.4 r/M2

18.0 r/M2

21.7 r/M2

For Quality ConsultoriumA Gort Agprortd Lebor*rYSttlt Fbor,lllaihi Gouri Torrer

iales Tax $qoare, Eqgg. Scttool Road,!'?'trtti\roUR - 10 (Gm.)Orissa

1:l:a)!:::. iilti:lYASa-r.:

D:WADAM - 11 -12\Report of grater berhampur\8. CorpoGtion Road\FIl\lAL CHECKo' BHI&2-30. m

Qnolity

@Concrtl toriom Continuation Sheets..

15. RECOMMENDATIONS ( Near City !-iigh School Ground, BerhannBur.


and analysis presented above It comes to concl.usion thatShallow f,oundation will be suitable for this site

Frorn local enqui.re it is found that, d.uni.ng rain seasonthe water table of this area was 0.5 mt.above GL







6.1 r/M2

10.0 r/M2

12.1 r/M2

14.1 r/M2

,hUlt--J_--j-tK OS.ll

For QuaIity'ConsultoriunrA Govt A,PrProved Lrbor#rYStilt Fbor, t{ta.ihi Geuri Torrer

sales Tax Square, Enoo. Sctlool Road,-,TRHAMPUR - 10 (Gm")€rissa

F"sildi71:

D:\ ilADAM - 'l I .12\Report of grater berhampu^T.City High Schoot Ground\FtNAL CHECKof BH- t&2.30. m

6Osality Consoltor iom ContinuationSheets

1.5. R.ECOMMENDATIOI{S ( f,'lear ORT Colony IJGR eampus, Eerharnpur" )

Considering the engineering propenty, laboratory test report,

and analysis presented above It comes to conclusion thatShallow f,oundation will be suitable for this site

F'rom local enquire it is found that, during rain seasonthe water table of this area was 1.0 mt.below GL






5.6 r/M2

12.5 r/M2

15.2 r/M2

19.3 "t/M2

For QualitY ConsultoriumA Govt AWroved Labor*rYStilt Floor, Maihi Geud Torver

Jales Tax Sguare, Engg. School Road', ' -:i-IAMPUR - 10 {Gm") Orissa


?ae

f{.os' tt

DIMADAM - 11 -l2\Reporl of grater berhampur\6.ORT Colony\Fh,lAl CHECKof BH-1&2-30, m

6ouotity Cons{rttoriom COntinuatiOn Sheets....

I.5. RECOMMENDATIONS { Near Bank Colony UGR Campus, Eerhar*put l

Considering the engineering property, laLroratory tesi report,

and anaiysis presented above It comes to conclusion that

Shallow foundation wil! be suitable for this site

From local enquire it is found that, during raln season

the water tabie of this area was t.0 mt"Beiow GL

SBC for Shallo\ / foundation at a different depth lrom an averase '-!L =r'l

L SBC at

2 SBC at

3 SBC at

4 SBC at

1.0 m depth

1.5 m depth

2.O rn depth

2.5 rn <iepth

from B.H-1

from B.H-2

from B.F{-1

from B.H-2

G"9 "; tM'2

8.4 r lr$')

'tS"3 't l!.i;2

t 2.5 't tit12

Detaii cf SBC is enclosed in continuation sheet

A GovL APProved Laborabry *

Stilt Ftoor"ltttalnt eowi Tower

sales Tax Sqltare' Engg' School Road'

BERHAMPUR- fO (6rn') Orissa

i]::!::= '.="

E:\11-12 Sir\Repori\Grater Be.hampuriRepofr\s Bank LallrylFlr:ii il-i: lii'r:: - I

(eQrtqlity Constlltor

.'E

Continuation Sheets..

RECOMII4ENDATIONS ( Near cuivert, t-larsh Vihar, Eerhampur. t)



From local enquire it is found that, during rain seasornthe water table of this area was f .5 mt.above GL


1

2

3

4

SBC at 1.0 m depth from B.H-1


SBC at 2.O m depth from B.H-1



9.1 r/M2

10.6 r/M2

12.6 r/M2

14.1 r/M2

,0t/42J --6 05.,,

For Quality Cons$ltoriumA Gov't Approrcd f.abor#rYS6lt Fbor,llaihi G.)ur{ Tower

Sales Tax $quare, Engg. Scttaol Road'arRHAtlfiPUR - t0 (6m-)€rissa

,P-.4$'=+

DIMADAM - 1 1 -12\Report ot grat€r berhampun4.Ha6h VihaAFlllAL CHECKof BH-'l&2-30. m

(eOuolity Conrulto ri.rm Continuation Sheets

15. R.ECOMMEND.ATIOISS ( Opp. KaliTernple,Aska Road, Berhampur,)

Considening the engineering property, traboratory test nepont,

and analysis presented above It cornes to conclusion thatShaltrow foundation will be suitable for this site

Frona local enqu.ire it is found that, during rain seasonthe water table of this area was 1.5 mt.below GL

sBC for Shallow foundation at a different depth from an averaee GL is



3 SBC at 2.O rn depth from B.H-1



8.8 r/M2

11.4 r/M2

13.7 r/M2

15.3 r/M2

For QualitY ConeultoriumA GovL APProved tabor*tYStllt Floor,mohi Gruti To$er

sales Tax Square, Engg.gcfi'ol Rced'eEFHAMPUR - 10 (Ctn-)O'r*'

P.dgh,7

D:\MADAi, - 1 1 -12\Reporl of grater berhampud3.Kati temple\FINAL CHECKof BH-1&2.30. m

(eO(lqlity Conroltori.lm Continuation Sheets....

15. RECOMMENDATIONS

Considering the engineering property, laboratory test report,and analysis presented above It comes to conclusion thatShallow foundatuion will be suitable for this site



3 SBC at 2.O m depth from B.H-l4 SBC at 2.5 m depth from B.H-2


9.7 TlM213.5 TlM215.3 TlMz17.1 TlM2

ForQuari rr{mA GovL Approvod LaboratoryStilt Floor, Maifri Gouri Tower

Sales Tax 9quare, Engg. Sc{€ol Road,BERHATSPUR - 10 ('Gm-) Orissa

P.jagqtV

E:\11-12 Sir\Foms& Formate\FoRMULAS\15 M Bore SBC Log\BH-1&2-30. m

DPR - R1

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