pataudi mpr may

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PUBLIC HEALTH ENGINEERING DEPARTMENT (PHED)

MonthlyProgress ReportMAY. 2016

Page 2 of 26

Meeting societys Needs Globally

CONTENTS

S. No. Description Page No.

1.0 Project Background 1

1.1 Description of Project 2

1.2 Project Area 3

2.0 ContractsInformation 3

2.1 Employer 3

2.2 Contactor 3

2.3 ContractsDetails 3

2.4 Engineer/Project Manager 5

3.0 Progress of Works 6

3.1 Executive Summary 6

3.1.1 Status of Physical Implementation 6

3.1.2 Financial Status 8

4.0 Physical Progress vs. Scheduled Programme 9

5.0 Quality Control 21

5.1 Quality Assurance Plan 215.2 Material Testing and Approval 22

6.0 Financial Status 22

7.0 Weather Report 26

8.0 Environmental, Health And Safety Issues 27

9.0 Interaction With Stakeholders / Authorities 28

10.0 Accidents And Incidents 28

11.0 Matter of Concerns 28

12.0 Outstanding Correspondence 2913.0 Conclusion 30


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Figure 1 FARRUKHNAGAR

1.1INTRODUCTION

The urban utility and service infrastructure including water, sewerage and solid waste

has become a prime concern in National Capital Region due to exponential growth ofpopulation in the towns. The National Capital Region Planning Board (NCRPB), a statutory

body under Ministry of Urban Development, Govt. Of India, is planning to develop NCT of

Delhi and urban areas under NCR sub-regions of Uttar Pradesh, Haryana and Rajasthan.

Farrukh Nagar Town (district Gurgaon-Haryana) is part of NCR. The National Capital Region

Planning Board is arranging by lateral loans to finance the infrastructure projects of NCR Sub

Regions. NCRPB has received a loan from A D B / Kfw. Part of this loan will be used for

payments for this work.

Public Health Engineering Department will be Executing Agency (EA) for the works of

Augmentation of Water Supply Scheme and Sewerage system for Farrukh Nagarand both

the contractors shall be selected on the basis of National Competitive Bidding. The Civil

works will be supervised by the Consultants on behalf of Public Health Engineering

Department (the Employer) who intends to engage Construction Supervision Consultancy

Services for the works.

The project basically comprises construction, operation & maintenance of water supply

scheme and sewerage system for Farrukh-Nagar. As mentioned in above para. The proposed

construction work will involve use of modern equipments and construction practice.

PROJECT TOWN & ITS SALIENT FEATURES

LOCATION

Farrukhnagar is a town and municipality inGurgaon

District in HARYANA state, India. Itis located at

28.45N 76.82E. It has an average elevation of

223 meters (731 feet). It is one of the nine

Administrative blocks of Gurgaon district Situated FARUKHNAGAR

21 km from Gurgaon. It takes only 30 minutes to

reach there and shares its border with Jhajjar

district. Established in 1732 by Farrukhnagar

Faujdar Khan, the firstNawab ofF a r r u k h n a g a r

and a governor Of Mughal Emperor (17131719) Farrukhsiyar in 1732, Fa rr uk hn ag ar

flourished dueto its saltTrade till the late 19th

century andLater it was Abandoned in early

20th

century. Today, Mughal era monuments like Sheesh Mahal, Baoli and Jama Masjid

built Faujdar Khan are popular visitorsattractions. The town is connected toGarhi Harsaru,

south of Gurgaon, by railway line. The Sultanpur National Park is situated in Farrukhnagar

block on Road. The Pataudi Pa l a c e is the nearest palace above 12 Km of the Farrukhnagar.

In the present Farrukhnagar called as a Shear.
http://en.wikipedia.org/wiki/Gurgaon_districthttp://en.wikipedia.org/wiki/Gurgaon_districthttp://en.wikipedia.org/wiki/Gurgaon_districthttp://en.wikipedia.org/wiki/Indiahttp://en.wikipedia.org/wiki/Gurgaonhttp://en.wikipedia.org/wiki/Gurgaonhttp://en.wikipedia.org/wiki/Jhajjar_districthttp://en.wikipedia.org/wiki/Nawabhttp://en.wikipedia.org/wiki/Mughal_Emperorhttp://en.wikipedia.org/wiki/Farrukhsiyarhttp://en.wikipedia.org/wiki/Garhi_Harsaruhttp://en.wikipedia.org/wiki/Garhi_Harsaruhttp://en.wikipedia.org/wiki/Sultanpur_National_Parkhttp://en.wikipedia.org/wiki/Pataudi_Palacehttp://en.wikipedia.org/wiki/Pataudi_Palacehttp://en.wikipedia.org/wiki/Sultanpur_National_Parkhttp://en.wikipedia.org/wiki/Sultanpur_National_Parkhttp://en.wikipedia.org/wiki/Garhi_Harsaruhttp://en.wikipedia.org/wiki/Garhi_Harsaruhttp://en.wikipedia.org/wiki/Farrukhsiyarhttp://en.wikipedia.org/wiki/Mughal_Emperorhttp://en.wikipedia.org/wiki/Nawabhttp://en.wikipedia.org/wiki/Jhajjar_districthttp://en.wikipedia.org/wiki/Gurgaonhttp://en.wikipedia.org/wiki/Indiahttp://en.wikipedia.org/wiki/Gurgaon_districthttp://en.wikipedia.org/wiki/Gurgaon_district


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Farrukhnagar is connected to Gurgaon (16 km.), jhajjar, pataudi & other towns by road.

Kundli-Manesar-Palwal Expressway (KMP Expressway), whose construction was scheduled to

be completed by 2012, lies close to the town and will make access to the town easier.

A branch line was laid in 1901 to Garhi Harsaru station on Rajputana- Malwa Railway

(Delhi-Ajmer railway), is 12 km away. The meter gauge railway line was used to transport salt

by steam engines. It was closed in 2004 for gauge conversion. The converted broad gauge

track became operational in 2011. There has been a demand to extend the track to Jhajjar

where it will joinRewari-Jhajjar -Rohtak railway line.

1.2 PROJECT AREA

The project area under the proposed projects is the area under jurisdiction of

Farrukhnagar Municipality spread around 34 km2

.

The project area comprises of 11 wards having total population of 1.39 lakhs.

Present Status of Water Supply:

At present water is supplied through tube wells generally feeding direct in distribution system

and through 2 Nos existing Zonal Booster pumping stations. Now in this project, it is proposed

to draw treated fresh water from taking offtake connection from rising main of Mewat

Water Supply Scheme from Badli up to Nuh Town in Mewat along the proposed KMP

expressway, which is about 3 KM from Farrukh-Nagar Town. 2 Nosunderground clear water

reservoirs one for each zone-I &III and distribution network system has been proposed. The

existing capacity of Underground tank for zone-II is sufficient.

Present Status of Sewerage

The Town is not having sewerage system at present. There are individual septic tanks in

most of the houses whereas some houses discharge the sewage through open drains.

2.0 Contract Information
http://en.wikipedia.org/wiki/Gurgaonhttp://en.wikipedia.org/wiki/Kundli-Manesar-Palwal_Expresswayhttp://en.wikipedia.org/wiki/Rajputanahttp://en.wikipedia.org/wiki/Malwahttp://en.wikipedia.org/wiki/Ajmerhttp://en.wikipedia.org/wiki/Rewarihttp://en.wikipedia.org/wiki/Rohtakhttp://en.wikipedia.org/wiki/Rohtakhttp://en.wikipedia.org/wiki/Rewarihttp://en.wikipedia.org/wiki/Ajmerhttp://en.wikipedia.org/wiki/Malwahttp://en.wikipedia.org/wiki/Rajputanahttp://en.wikipedia.org/wiki/Kundli-Manesar-Palwal_Expresswayhttp://en.wikipedia.org/wiki/Gurgaon


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2.1Employer

Public Health Engineering Department (PHED), HARYANA

2.2 Contractor

THE INDIAN HUME PIPE CO. LTD.(Nuh,Badli and Farrukh Nagar)

M/s GOYEL PROJECTS PVT LTD ( Pataudi and Haily Mandi town )

2.3 Contracts Details

Contract No;

PHDN/48/2014-15 Dated 12/03/2014

E.E. PHED No.1, NUH Allotment letter

No. 2163-68 Dated 03/04/2014

Contract description;

Consultant for Providing Construction

Supervision Consultancy (CSC) Services

for Works awarded for Farrukh Nagar

town, Nuh Town, Haily Mandi, Pataudi

town & Sonipat Town under PHED,

Haryana with Financial Assistance from ADB/ KfW through National Capital Region Planning

Board (NCRPB)


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of task;

Further the project is divided into Four parts as describe below:-

Sr.No. Name of work FundingAgency

Estimated Cost(Rs in Lakhs)

Name ofDivision

Contract

Assi n toA. Augmentation and

extension of water supply

for Farrukh Nagar with canal

water as source

KfW through

NCRPB

628.38 Gurgaon IHP

B. Providing sewerage scheme

& sewage treatment plant

for Farraukh Nagar

Note:- The tender work in

progress

KfW through

NCRPB

901.00 Gurgaon

C Augmentation Water Supply

Scheme for Nalhar Medical

College, Nuh Town &

surrounding

17 No. villages under PHED,

Haryana with Financial

Assistance from ADB

through National Capital

Region Planning Board

ADB through

NCRPB

7336.93 Nuh IHP

D Augmentation and

extension of water supply

for Pataudi & Haily Mandi

town

ADB through

NCRPB

1514.14 Sohna M/s Goyel

Projects

E Construction of storm waterdrainage in Sonipat town

ADB through

NCRPB

1982.40 Sonipat

Project about to complete 95% done.

Project yet not started.


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(A) Augmentation and extension of water supply for Farrukh-Nagar

with canal water as source.

(i) Rising Main:

Rising main DI K7 has been proposed from off take point from rising main near KMPexpressway to Boosting Stations zone I, II & III at Farrukh Nagar.

Pipe Dia in mm 150 200 300 350 Total

Length in m 150 1221 380 3272 5023

(ii) Zonal Reservoirs:

Under Ground Storage Reservoirs (U.G.S.R) has been proposed at 2 places via at zone 1 & 3.

Capacity and location proposed is given below. For zone-II the existing capacity is sufficient.

Zone No CapacityProposed ML

UGSR Reservoir Location LandOwnership

Zone -1 0.732 UGSR At CHC.(COMMUNITY HEALTH CENTER)

Government of

Haryana

Zone -III 0.683 UGSR At Shamshan Ghat Municipality(PATAUDI)

Total 1.415

(iii) Zonal Booster Pumping Stations: (Pumping machinery)

3 Nos Zonal Booster pumping stations have been proposed for installation, 6 Nos pumping

machinery, 2 for each (1 will act as stand bye). The details of pumping sets are given below

PUMPS FOR

EACH ZONE

DISCHARGE OF

EACH PUMP

NO OF

PUMPS

PUMPING

HEAD IN

METERS

KILO WATT OF

EACH PUMP

LOCATION OF PUMPING STATIONS

Zone-1 300 cub. meter 1W +1 S 30 m 55At CHC.

(COMMUNITY HEALTH CENTER)

Zone -II 300 cub. meter 1W +1 S 30 m 55 Existing B/S

Zone -III 300 cub. meter 1W +1 S 30 m 55 At Shamshan ghat.


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(iv) Strengthening of the Distribution System:

The existing distribution networks reviewed, rezoned and redesigned. Extension of pipe

network has been proposed in streets and lanes where pipes are not already laid. Water

shall be supplied to consumers through 3 Nos. Existing OHSRs (overhead storage reservoirs)

and 3 NosZonal under Ground level Reservoirs with boosters. Distribution network analysishas been carried out using Water CAD software. About 20.90 km of new pipeline for

distribution network will be laid, The Diameter of distribution system ranges from 100 300

mm. About 95 percent of total length of pipelines will be of small diameter (100mm).

Pipe ID, mm 100 150 200 250 300 Total

Length, m 24717 1353 284 263 137 26754

(v) System Metering:

There is no metering system for water produced at present. In absence of metering of

production and distribution of water, there is no system of estimating quantity of water

produced, distributed and lost UN accounted. As such it is proposed to provide 3

electromagnetic flow meters one in each distribution zone at delivery end of Booster pump

station.

(vi) Consumer Metering:

At present Domestic water connections are on flat rate basis. Under this project it isproposed to have all distribution zones with 100% consumer meters. These all zones will be

provided water supplies and Non-revenue water will be targeted to be reduced to less than

15%.

To improve the water supply system of Farrukh Nagar Town all bulk consumers having

connection size above 12 mm ( inch) and all commercial and industrial consumers will be

asked to have functional water meter in their premises as per policy Govt. of Haryana.

(vii) House Service Line Replacement:

House service lines being major source of leakages; it is proposed to replace old, worn outand leaking service lines with MDPE pipes in all distribution zones. For this it will be the

responsibility of the consumer to replace the old and worn pipe line up to the connection

from main line.

(viii) Reduction of NRW:

At present the water meters both on production side and on consumer end are not available.

As such there is no assessment of UFW or NRW. As such in all of 3 distribution zones intensive

NRW reduction measures will be taken up under this work. In all zones, it is proposed that all

consumers will have meters and system meters to assess quantity of water supplied in the


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zone and quantity of water reached to consumers. Difference in quantity supplied and

quantity reached to consumer will give extent of NRW. The contractor will Assess regularly

losses in all the zones and take appropriate measures to reduce NRW to less than 15%.

(B)Providing sewerage scheme & sewage treatment plant for Farrukh-Nagar.

This project is meant for providing Sewerage System Network and Sewage Treatment Plant

for the town. The proposed scheme broadly comprise of Stone Ware and RCC pipe sewerage

system with appurtenances, Sewage Pumping Station, MBBR (Moving Bed Biofilm Reactor)

technology based 3 MLD capacity Sewage Treatment Plant, Sludge Thickener, Sludge

Drying Beds and about 3 km long effluent wastewater channel to forest land.

(i) Sewage Flow Generation

It is estimated that by the year 2042 the sewage flow from existing & proposed future

developments shall be approximately 3 MLD on the basis of present water supply and as such

the capacity of the proposed MPS & STP has been taken as 3MLD with a peak factor of 2.50

i.e. peak flow of 7.50 MLD.

(ii) Main / Trunk and Branch Sewers

Stone ware (SW) pipes and RCC pipes NP3 class are proposed for sewerage system asgiven below:

Sewer Dia in mm 200

SW

250

SW

300

SW

350

SW

400

SW

600

RCC NP3

Total

Length in m 17510 705 265 330 50 70 18930

(iii) Sewage Pumping Station

The main sewer will outfall in the Sewage Pumping Station of 3 MLD Capacity through

screening chamber from where it will be pumped into the inlet chamber of SewageTreatment Plant. The Works of SPS includes all civil, Mechanical, Electrical and

instrumentation works.

(iv) Sewage Treatment Plant

The Sewage from the Sewage Pumping Station will be received into the inlet chamber of 3

MLD Capacity Sewage Treatment Plant based on Moving Bed Biological Reactor Technology

(Attached Growth Process) The STP is to be constructed complete in all respect including

construction of (i) Process units (ii)Boundary wall, Security Guard Room (iii) Staff Quarters,

approach roads, Main Control Room, Laboratory, Office, Transformer, DG Set (iv) all Electrical,


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Mechanical, Piping & Instrumentation works (iii) effluent disposal system. The treated

sewage shall be discharged to distant forest land through sewage channel.

(v) Site for MPS and STP

The Site for the proposed MPS & STP is on link road from Farrukh Nagar to forest land inFarrukh Nagar Town. The site is in depression. Site Plan and town plan are given at

Drawing No. SW-D-20.

(vi) Raw Sewage Characteristics

For the design purpose of the proposed MPS & STP following raw wastewaterCharacteristics shall be adopted:

PARAMETER VALUE

PH 7-7.5

TSS 350 mg/L

BOD5250 mg/L

COD 500 mg/L

Oil & Grease 7-8 mg/L

Total Coliform10^6 -10^7mg/L


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(vii) Treated Sewage Characteristics

The treatment plant shall meet following effluent characteristics:

Treated Sewage characteristics Value

pH 7 - 8.50

TSS < 30 mg/l

BOD < 20 mg/l

Oil + Grease


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some places it is rocky. Alluvial thickness varies from almost insignificant to above 185 m, in

and around Nuh, as revealed by boreholes drilled in this block.

The climate of the area is tropical, semi-arid and hot. The climate is characterized by the

dryness in air, a hot summer and a cold winter. Average temperature in of the district ranges

from 40

C in January to 70

C in May and June. Annual average rainfall in the district is 576 mm,with 28 normal rainy days in a year. The annual average rainfall in the district is 594 mm.

Humidity is high in the south-west monsoon season. April and May are the driest months

when the relative humidity in the mornings is about 45% and in the afternoons goes less than

30%.

Project Area for NUH TOWN

The project area under the proposed projects is the area covering Nuh city and adjoining 19

villages and intake on canal, WTP site at Badli and pipe line, intermediate booster site and

alignment from Intake to service reservoir at Sehsola etc.

Present Status of Water Supply:

The water supply system in Nuh & adjoining villages is presently based on ground water i.e.

through tube-wells. The ground water table is depleting alarmingly at approximately 2.5

meter per year. The present water table is 30 meters below ground level. The quality of

water though marginally good at present but the same is deteriorating rapidly. The Tube

wells are installed outside Nuh i.e near village Palri as the ground water inside the Town is

brackish.

The town has been divided into 14 zones for the purpose of water supply and each zone gets

approximately 1.5 hours of water supply on alternate days @ 40 LPCD. There are 8 number

tube wells with a discharge of 100 LPM working 8 hours daily and 5 numbers tube wells

with a discharge of 200 LPM working 5 hours daily. Daily water availability from all the

tube wells is of the order of 684000 liters. The distribution pipe line size varies from

80mm to 250mm. The water from all these tube wells is pumped to six number

underground reservoirs in Nuh town with boosting arrangements from where the water is

boosted to two number overhead service reservoir of one lac liter capacity each and some

boosters are directly supplying water to the town. The adjoining villages are also having tube

wells and water supply system.

The sub-project will cover the entire population of Nuh town and eighteen adjoining villages.

Total population to be served in the ultimate stage of the project is of the order of 130720.

The implementation of the project has following advantages:-

-To raise water supply status to 135 LPCD in Nuh town and 70 LPCD in villages for the

prospective population.

-To eliminate dependence of ground water.

-Lying of connecting pipe lines and to ensure proper distribution of water.


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-Installation of meters at strategic locations as well as domestic meters to ensure

effective management of the water supply system and reduce unaccounted for water (UFW)

to minimum acceptable limits.

-Improve infrastructural facilities and help creation of durable public assets and quality

oriented services in villages & town.

-To create assured source of water from Gurgaon Water Supply Channel.

-To implement effective water supply management system.

The project comprises of raw water intake works, raw water storage for 3 days near theintake, raw water pumping station, the treatment plant, a conventional treatment plant

involving coagulation-flocculation, rapid sand filtration and chlorination, clear water pumping

machinery and rising mains, a boosting station at Gurgaon -Pataudi road and ground level

service reservoirs at Sehsola and distribution mains and supply mains to Nuh town and

various villages of different sizes as per service zones. Selected critical components e.g.,

intake works, storage tanks, rising mains, clariflocculator, etc. are designed corresponding

to the ultimate design period i.e. 2042 while the rest of the components, e.g., Filters, pumping

machinery, service reservoirs, etc. which can be implemented in a modular approach have

been designed for the intermediate stage of 2027.

(i) Intake station from Gurgaon Water Supply channel at Badli

o Raw water conveyance comprising of canal out let & raw water carrier

o Sedimentation and settlement tanks3 days capacity for next 15 years

o Suction well

o Raw Water Pumping station.

(ii) Water treatment Plant at Badli

o Rising Main from raw water pump house to inlet chamber of WTP

o Inlet Chamber

o Flash Mixer

o Clariflocculator Unit

o

Rapid Gravity Filter Unit


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o Clear Water Reservoir

o Clear Water Pumping Station

(iii) Rising main from Badli Water treatment Plant to hillock at RD 44600

The pipe line will encounter the following railways & roadways

o Railway line crossing----Gurgaon- Farrukhnagar

o Railway line crossing----Gurgaon- Hailymandi- Rewari

o National highway number-8

(iv) Supply Tank on hillock at RD 44600

o Clear water tank for supply- one day capacity

o Chlorination unit

(v) Transmission Main

From RD 44600 to RD 61100 i.e. Junction for NUH TOWN, 17 Nos. villages & MedicalCollege Nalhar Nuh town

(vi) Connecting pipe lines

From transmission main to Nuh town, to villages & to Nalhar medical college.

(D)Augmentation and extension of water supply for Pataudi & Haily

Mandi town

Description of Tasks

The selected consultancy firm is required to take up Construction Supervision offollowing major project components of the project.

(i) Rising Main: (Pumping main)

Pumping main DI K7 has been proposed from offtake point from Rising main near KMPexpressway to Booster Stations for two zones in Pataudi and two zones in Hailymandi.


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Pipe Dia in mm 300 450 500 600 Total

Length in m 3300 2600 300 11900 18100

(ii) Zonal Reservoirs:

Under Ground Reservoirs has been proposed at two places viz at zone 1, & 2 in Pataudi and at

two places viz at zone 1, & 2 in Hailymandi. Capacity and location proposed is given below.

City Zone No Capacity Proposed ML Reservoir Location

Pataudi Zone -1 1.82 At Shamshan Ghat

Pataudi Zone -2 1.54 At Moti Dungri

Hailymandi Zone -1 1.488 Kulana road

Hailymandi Zone -2 2.1 Railway road

Total 6.948

(iii) Zonal Booster Pumping Stations: (Pumping machinery)

Zonal Booster pumping stations have been proposed 4 nos for each booster station for

installation of 8 Nos pumping machinery, 2 for each booster pump station (1 working (W)+ 1

stand bye (S)). The details of pumping sets are given below:-

LOCATION PUMPS FOREACH ZONE

DISCHARGEOF EACHPUMP

NO OFPUMPS

PUMPINGHEAD INMETERS

LOCATION OF

PUMPING

STATIONS

Pataudi Zone-1 470 m3/hr. 1W +1S 30 M Shamshan Ghat

Pataudi Zone -2 470 m3

/hr. 1W +1S 30 M Moti Dungri

Hailymandi Zone -1 410 m3

/hr. 1W +1S 30 M Kulana road

Hailymandi Zone -2 565 m3

/hr. 1W +1S 30 M Railway Road


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(iv) Strengthening of the Distribution System:

The existing distribution networks reviewed, rezoned and redesigned. Extension of pipe

network has been proposed in streets and lanes where pipes are not already laid. Water shall

be supplied to consumers from zonal Under Ground level Reservoirs with boosters.

Distribution network analysis has been carried out using Water CAD software. About 37 km of

new pipeline for distribution network will be laid, The Diameter of distribution system ranges

from (100400) mm. About 82 percent of total length of pipelines will be of small diameter

(100mm).

(v) System Metering:

There is no metering system for water produced at present. In absence of metering of

production and distribution of water, there is no system of estimating quantity of water

produced, distributed and lost unaccounted. As such it is proposed to provide 1

electromagnetic flow meter of 600 dia for offtake from main pumping main on KMP road and

4 no electromagnetic flow meter of 300 mm dia one in each distribution zone at delivery end

of Booster pump station.

(E)Construction of storm water drainage in Sonipat town.

Description of Sonipat town

Sonipat is an important town of Haryana & is located north of Delhi at a distance of about 22km from Azadpur & 30 km from ISBT Kashmiri Gate in Delhi.

Geographically, it is situated at28.9800 N 77.0200 E. It is connected to Delhi though NH1.

The area of town is 18.25 sq. km. Location of Sonipat is shown in Figure 3-1.

It traces its mythological history with Mahabharata. It is said that Sonipat is one of theprasthas asked by Yudhistara. It is conceived that the five Pandava brothers established this

place called as Suvarnaprastha. As per another opinion. Raja Soni the thirteenth descendant

of Arjuna was responsible for its creation. The first written & documented mention relates its

history with the great Sanskrit grammarian Panini and his book Asthyadhyayi.

The population of Sonipat town as per census 2001 was 216,213. The District Sonipat came in

to existence on December 22, 1972. Till then it was a part of Rohtak district. Sonipat has an

average literacy rate of 72% higher than the national average of 59.5%.

DI Pipe K7, (in mm) 100 150 200 250 300 350 400 Total

Length, m 30347 3878 998 1075 117 20 613 37048


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Climate

Climate of District is district is dry with hot summers and cold winters .The weather becomes

comparatively mild during monsoon period. The district experience high humidity during the

monsoon. Summer starts early April and peaks in May. Winters are from November to

February/March .The average temperature ranges from a minimum of 1.8C to a maximumof 44.9C; occasional extremes may in the range of 0.6C to 47C .Predominant winds are

from north northwest and west, followed by east and southeast .Extreme temperatures

have ranged from 0.6C (30.9F) to 47C (116.6F).The annual rainfall varies considerably

from year to Year .The average annual rainfall of the city is about 624mm. Most of the rainfall

is received during the monsoon season (July- September); this seasons accounts for75percent

of the annual rainfall .On an average there are24 rainy days in a tear with rainfall of 25mm (or

more) per days in the town.

2.4 Engineer / Project Manager

WAPCOS LIMITED

Contract Nr;

MEMO no, 6472 DT 05-06-15

Contract description;

Construction Supervision (CSC) services for works awarded for Farrukhnagar town, Nuh

town Haily Mandi, Pataudi town & Sonipat town under PHED, Haryana with financial

Assistance from ADB/Kfw through National Capita Region Planning Board (NCRPB).

Scope of Works;

The overall scope of Consultancy is to carry out the two phases described below:

1.Check and Approval of Proposed Design Changes by the Contractor - Covers checking and

approval of the Contractors proposed changes to the detailed design provided by the original

Design and Supervision Consultant.

2. Construction Supervision - Covers construction supervision of all works for the proposedinterventions, including attendance during the Defects Liability Period.

Contract Price

Rs. 210.00 Lakhs /-

Commencement Date

LOI DT: 12/03/2014

Orig inal Contract Period 24 Months


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MONTHLY PROGRESS DETAILS FOR THE PROJECT C UNDER PHED DEPPT: CODED(WS01)

3.0 Progress of Works

3.1 Executive Summary

3.1.1 Status of physical implementation

1st

MAY to 31st

MAY PIPELINE LAID

PIPE DIAMETER HAILY

MANDI

PATAUDI INSTALLED

QUANTITY

QUANTITY TOTAL

(B.O.Q.)

BALANCE PIPE

100K7 16563.90 3396.65 29960.55 30347 381.45

150K7 2298.60 1091.90 3390.50 3872 481.50

200K7 963.95 18.80 982.75 998 15.25

300K7 1074.80 .400 1075.20 1075 -

250K7 101.15 11.58 112.73 117 4.27

400K7 40.40 546.80 587.20 613 25.8

350K7 20.00 - 20.00 20 -

450K9 2540.95 - 40.95 260 55.05

500K9 297.00 - 297.00 297 -

600K9 - 11588.70 11588.7 11898.50 309.5

300K9 1666.40 1537.75 - 3297 92.85

SITE

(BOOSTING

STATION)

CLEAR WATER

TANK (%)

STAFF QUARTER

(%)

PUMP HOUSE

(%)

OTHER

MISCELLANEOUSWORKS (BOUNDARY,

WALL ROAD, PIPE LINE)

(%)

PATAUDI zone-1 95 70 70 95

PATAUDI zone-2 95 - 70 -

HAILY MANDI

ZONE-1

95 70 70 95

HAILY MANDI

ZONE-1

95 70 70 95


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3.1.2 Financial status:

Ref. Description Contract Lump

sum Amount

%Work

Done

Released From the

Department

Gross Work Done

%

Lakhs

1

Augmentation Of Water

Supply Scheme For

Pataudi & Haily-Mandi

Towns

2949.03512 78.27 % 2308.44088 95 %

4.0 Physical Progress Compared with Submitted Program me

By the date of 31st

MARCH 2016, 407 calendar days has elapsed since the project official

started. Up to now the overall progress is % as against % of the scheduled program.

Sr.no DESCRIPITION COMPLETION %

AUGMENTATION AND EXTENSION OF WATER

SUPPLY FOR PATAUDI & HAILY MANDI TOWN

1. SHAMSHAN GHAT PATAUDI ZONE 1 92

2. MOTI DUNGRI 923. KULANA 98

4. RAILWAY ROAD HAILY MANDI 97


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5.0 Quality Control

5.1 Quality Assurance Plan

In order to guarantee the quality of the Works, the following measures are being followed.

Contractor is not submitting the form of REQUEST FOR APPROVAL to Engineer indicating

the working areas and details of the works to be carried out the next day. So, that the

inspection is being done on a daily basis by Engineer.

Every week, the technical meeting is being held by Engineer to assess the progress and

quality of works and other issues on site.

St r i ct procedures of quality-check and acceptance are followed according to the

Specifications to ensure that it complies with the requirement of the Specifications.

6.2 Material Testing and Approval

All the pipes, fittings and accessories have been purchased from Electrosteel Pipe Co.

LTD. received with the QUALITY CERTIFICATE FOR DUCTILE IRON PIPES which was approved

by M/S Rites Limited. Applicable tests and checks have been performed by the Manufacturer

and confirmed.

Concrete Cubes are collected during all concreting works as per the specifications and

are NOT tested in the laboratory for compressive strength. The details of the test are

recorded last year and are certified if the same are confirming to specifications. The details of

the concrete used for different structures, the number cube samples collected and tested are

presented in the format attached as Annxeure-1

For pipeline works regular inspections are being carried out checking for provision of proper

bedding, compaction and jointing. The completed pipeline is not tested for hydrostatic

pressure equivalent to 1.5 times the static pressure at that location. Instead of recommended

from WAPCOS officials present on site.

9.0 Health and Safety Issues

None were taken till date.


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10.0 Interaction with Stakeholders / Authorities

During the construction time to time interaction is going on with PHED representatives

and local people for their cooperation.

11.0 Accidents and Incidents

No accidents were noted till date.

12.0 Matter of Concerns

Regularly informing regarding quality documents (RFA, POUR CARDS, and TEST REPORTS)

through letters and on meetings, but none of them were submitted till date.

Hindrance Details for the Projects

Near Babra Bakipur gas pipeline crossing.

Near Pataudi Chawk cc road crossing.

Railway line crossing near flyover.

Near Rewari road, road crossing for 300mm pipeline.

Hailymandi road near Mini Secretariat.

Near shri ram chawk Hailymandi road crossing for 400mm pipeline with trench less

method.

Moti Dhungri road Nauhta Chawk Pataudi for 100mm pipeline.

NOTEAll these are pending due to which work is suffering of reaching its finishing stage.


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13.0 Outstanding Correspondence

The monthly correspondence details are given below:

14.0 Conclusion

Summarizing the information given above, the contractor has completed 95 % of

overall progress of the project till 31st

MAY2016.

S .No. Letters No. Subject Date

Incoming Correspondence

PHED to WAPCOS

1. - - -

S .No. Letters No. Subject Date

Outgoing Correspondence

WAPCOS to PHED

1. - - -


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SITE-PHOTOGRAPHS

IMAGE 1-STAFF QUARTER (PATAUDI ZONE-1) IMAGE 2- PUMP HOUSE (PATAUDI ZONE-1)

IMAGE 3- MAIN GATE INSTALLED AT PATAUDI ZONE. IMAGE 4-EXCAVATION FOR LAYING OF CC ROAD AT HAILY MANDI.


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IMAGE 5 - RAILING INSTALLED AT CWT STAIRS. IMAGE 6- STAFF QUARTER AT HAILY MANDI ZONE-2

(HAILY MANDI BOOSTING STATION)

IMAGE 7STAFF QUARTER AND PUMP HOUSE IMAGE 8PUMP HOUSE AT KULANA BOOSTING STATION.

(AT RAILWAY ROAD BOOSTING STATION)


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IMAGE 9PUMP INSTALLED AT BOOSTING STATION IMAGE 10MAIN GATE INSTALLED (MS PIPE)

(PATAUDI ZONE 1 BOOSTING STATION) (AT SHIV MURTI BOOSTING STATION PATAUDI ZONE 2)

pataudi mpr may

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