complete profile

COMPANY PROFILE

RV Akash Ganga Infrastructure Ltd. popularly known as RVAGIL based at A6, Room

No.209, LSC DDA Market, Paschim Vihar, Delhi - 110063 came into existence in July

2007 being the amalgamation of RV Associates and Akash Ganga Infrastructure Ltd.,

two of the pioneers in the field of RMC and Equipment Hiring in Delhi - NCR.

Akash Ganga Infrastructure Private Ltd., was incorporated in June 2005 and business

commenced on September 2005. In the first year of business, in the Financial Year

ending March 2006, the company clocked an annual turnover of Rs.2.36 Crores. RV

Associates came into existence on the 1st of April 2006 and in the first year of business

ending on March 2007 clocked an annual turnover of Rs.9.36 Crores with Akash Ganga

clocking Rs.4.96 Crores in the same period. In the period leading up to the merger of

the two companies, April 2007 to June 2007, Akash Ganga Infrastructure Ltd and RV

Associates posted turnovers of Rs.1.65 Crores and 5.98 Crores respectively.

RV Akash Ganga Infrastructure Ltd. rapidly grew post July 2007 and the financial year

ending on March 2008 saw the company posting a turnover of Rs.43.28 Crores. The

targeted turnover for the financial year 2008 – 09 has been projected at Rs.100 Crores.

To take care of the piling business, RVAG Suntech Infrastructure Ltd. was launched on

23rd April 2008, being a wholly owned subsidiary of RV Akash Ganga Infrastructure

Ltd. The turnover of RVAG Suntech has been projected at a figure in excess of Rs.50

Crores. In addition to the above, two new companies were launched – RVAG Centurion

Infra Solutions Ltd. and RVAG Boss Engineering Pvt. Ltd. to provide financial and

technical assistance to the construction industry in general.RV Akash Ganga

Infrastructure Ltd., are in the process of working towards our goal of the launch of our

IPO by the end of the fiscal 2009 -2010. RVAGIL has recently bagged the prestigious

order for widening of NH1 worth Rs,250 Crores from Jalandhar to Panipat on the

Rajpura – Mandi Govind Section (a stretch of 55 kms. From KM 212.2 to KM 267.4)

whereby complete Structural Works and Piling being in the scope of RVAGIL. The

company has also bagged an order worth Rs.12 Crores from IRCON International for

supplies of RMC to the tune of 30,000 cum.

The amalgamation of these two companies has enhanced the equipment strength

consisting of the following:

7 Hydraulic Piling Rigs of boring capacities of 50 meters depth and 600 to 1500

mm diameter

75 Transit Mixers of capacities of 7 cum each

5 Placer Booms of capacities of 17, 20, 28, 32 and 36 meters

4 Loaders and 5 Back Hoe Loaders

5 Cranes and 1 Excavator

20 Batching Plants of capacities of 30 cum per hour including Silos, 5 Batching Plants

of capacities of 20 cum per hour and 1 WMM Plant of capacity of 200 tons per hour

20 Concrete Pumps of capacities of 35 cum to 90 cum

3 Soil Compactors and 2 Tandem Rollers

2 Bitumen Browsers

operated and maintained by a skilled and dedicated workforce of operators and

technicians

MANAGEMENT PROFILE

CHAIRMAN: VAKIL CHAND SINGHAL

MANAGING DIRECTOR: PREM CHAND BANSAL

TEAM LEADER: SANDEEP AGGARWAL

BOARD OF DIRECTORS:

ROHIT BHAGAT

MANOJ BANSAL

SURINDER SINGHAL

PRADEEP AGGARWAL

ANANYO MAITRO

RAJIV GILANI

AJIT SINGH OBEROI

CHAIRMAN - VAKIL CHAND SINGHAL

In 1968, at an early age of 22, started his own business of trading in

petroleum products in Delhi and formed his company, Singhal &

Sons in 1988, where he has been the driving force of the company

achieving huge turnovers in the business. He brought into existence

Singhal Petrochem in 1988 and was one of the few companies who

were given the rights to market Indian Oil Corporation (IOC)

products. He has been the President of the Petroleum Traders

Welfare association for more than 20 years.

Mr.Singhal has been actively associated with a lot of philanthropic

and other social activities by being a principal Founder Member of

trusts like the Maharaja Agrasen Hospital, Maharaja Agrasen

Bhawan, Hardwar and Sukhdham Trust, Hardwar. One of the

patriarchs of RVAGIL, his age is not a deterrent in providing

valuable inputs to the Board Members and is available for advice at

any point of time.

MANAGING DIRECTOR - PREM CHAND BANSAL

Born in 1955, he started his own business in 1972 primarily in coal

trading. He formed Northwest Leasing Ltd. in 1996 to carry on his

business of trading in coal and had set up offices at UP, Haryana

and the North East. Under his guidance and leadership, MKB Sales

& Marketing was formed in 2003 where he served as the Managing

Director. The company is primarily into the hiring of construction

equipment and still carried out the business of trading in coal. In

2005, Mr.Bansal ventured into the business of Ready Mix Concrete

and Akash Ganga Infrastructure Pvt. Ltd. was born under his

directorship which later on amalgamated with RV Associates to form

RV Akash Ganga Infrastructure Ltd.

Mr. Bansal has also been actively associated with a lot of social

activities by being on the trusts of several charitable organizations

like the Maharaja Agrasen Charitable Trust & Hospital, West

College Education Society, Rohtak, Maharaja Agrasen Kidney &

General Hospital (Founder Member). Mr.Bansal is also one of the

patriarchs of RVGIL and is always available with sound business

suggestions at any point of time.

TEAM LEADER - SANDEEP AGGARWAL

The mechanical brains behind the company, his unmatched PR

skills, unflagging energy and clear business perspectives have

helped taking the company to the heights that it enjoys now. Born in

Hisar, Haryana, started his career at the age of 21. His drive and

never say die attitude was already established by the time he

completed his graduation. Having no technical background, it did

not take much time for Mr.Sandeep Aggarwal to pick and hone his

skills and expertise in the construction industry. His mechanical

knowledge was based on practicality instead of harping too much on

the theoretical aspects and has never failed him in the direst of

situations. He was instrumental in bagging the prestigious orders

from NHPC and the Haryana Government for mobilization of the

heavy earth moving equipments.

In September 2006, he entered R.V.Associates and his drive took the

company to huge heights having bagged numerous commercial

projects as well as the most prestigious dedicated projects for

DMRC. His untiring and genial attitude makes him a very popular

person in the industry circles and was instrumental in the company

achieving huge volumes. Mr.Sandeep Aggarwal’s infectious zeal

towards his work rubs on to the employees with the company not

compromising on the quality which has resulted in the phenomenal

growth the company has achieved in a very short period of time.

BOARD OF DIRECTORS

ROHIT BHAGAT

One of the primary persons who brought about the merger of RV

Associates and Akash Ganga Infrastructure Ltd. The financial brains

in the company, techno-commercial aspects of any contract are

handled by him. Mr.Bhagat’s entrepreneurial skills helped in the

company bagging prestigious projects chiefly with Delhi Metro

(DMRC). The company has confirmed orders in hand to the tune of

Rs.125 Crores in dedicated projects with likely finalizing of orders to

the tune of Rs.100 Crores in the next three months. In addition to

the dedicated projects with Delhi Metro, the company has projects

with the DIAL Project. With the kind of growth brought in by sound

financial policies implemented by Mr.Bhagat, the projected turnover

for 2008-2009 is being pegged at Rs.100 Crores. The company is in

the process of ever expanding its business the latest being piling

contracts and hiring out of Hydraulic Piling Rigs.

MANOJ BANSAL

The youngest member in the Board of Directors, and one of the

primary persons behind the amalgamation of two of the strongest

RMC players in the Northern Region. At the age of 30, he holds a

huge responsibility of managing the finances of the group. The

young age belies the fact that Mr.Bansal has the abilities to work in

a challenging environment and manage all business activities in the

field of Constructions. He has a vast experience in the Business of

Hiring of Construction Equipment and Manufacturing/Supply of

Ready Mix Concrete, being in the business for the last ten years.

SURINDER SINGHAL

In charge of handling the newly formed Piling Division of the

company and also in charge of all procurements. His vast experience

in the business of Hiring of Construction Equipment as well as

Manufacturing / Supply of Ready Mix Concrete, lends a strong

backbone to the company. His expertise in Piling is valuable to the

long term visions of the company whereby the company is in the

process of diversification – from RMC to construction.

PRADEEP AGGARWAL

Handles the Piling Division and Procurement. Having completed his

schooling Mr.Aggarwal started his career at the age of 16 in the

year 1993. Being a person with non-technical background did not

deter Mr.Pradeep Aggarwal from picking up the logistics of the

business and by 1996 he was fully equipped with the technicalities

of the hiring of construction equipments.

Mr.Aggarwal, having picked up the technicalities of the RMC

business provided valuable inputs to enhance the reputation of RV

Associates and continues to provide to RVAGIL.

ANANYO MAITRO

Mr.Maitro is heading the operations team in RVAGIL. An alumnus of

South Point School and Jadavpur University, Calcutta, Mr.Ananyo

Maitro started his career with Kvaerner Cementation India Ltd.

(formerly Cemindia Co Ltd.) which later became Skanska

Cementation India Ltd. and now ITD Cementation India Ltd. He has

over 15 years’ experience in the construction industry having

headed various Major Marine, Viaduct & Bridge projects all over

India and abroad. His stints in the United Kingdom (Section Head

for Construction of Waste Water Treatment Plant for Southern

Waters in Isle Of Wight, England including Construction of

Balancing Tanks, Digestive chambers, Drier Building, sludge

chambers, effluent chambers, drainage system) and Nigeria (Section

Head for Construction of Federal Light Terminal, Back Up Area

Warehouse & Office, Federal Ocean Terminal at Onne, Port

Harcourt, Nigeria) have added on to his experience. He has also

worked in and headed projects where there have been Building of

Ocean Terminals, Construction of Ship Lift Facilities, Installation of

Steel piles in marine conditions, Construction of Jetties etc.

RAJIV GILANI

Mr.Rajiv Gilani, heading the business of RVAG Centurion has a rich

background in Finance having worked with reputed organizations

like Centurion Bank of Punjab Ltd., Escorts Finance Ltd., Ashok

Leyland Finance Ltd. Mr.Gilani left Centurion Bank of Punjab to

start his own venture and associated with RV Akash Ganga

Infrastructure Ltd. to form RVAG Centurion Infra Solutions Ltd.

AJIT SINGH OBEROI

In charge of BOSS ENGINEERING PVT. LTD. An MBA from IMT,

Ghaziabad and graduate in Physics from Delhi University,

automobiles have been Mr.Ajit Oberoi’s passion all through. Saddled

with an experience of over ten years in Auto Retail and Workshop

handling and interest in marketing of Auto Consumables and

maintenance, Mr.Oberoi, in association with RV Akash Ganga

Infrastructure Ltd., decided to bring into existence BOSS

ENGINEERING PVT. LTD. The company under the able leadership

of Mr.Ajit Oberoi is in the business of providing total service

solutions to all equipment related to the construction industry.

LIST OF EQUIPMENTS

T.M 75

CONCRETE PUMP

METRO PUMP17

1

JCB 3DX 4

LOADER 5

BATCHING PLANT

SILO18

10

D.G 42

PLACER BOOM 5

VIBRATOR ROLLER 5

HYDRA 5

WMM PLANT 1

EXCALATOR 2

PILING RIG 6

320-CRANE 2

HYDRAULIC CRANE 2

TIPPER 3

BITU SPRAYER 1

LIGHT SOURCES 7

Services Delivered

The Company take extreme pride in the fact that in all the above mentioned projects

which include both RMC supplies and Piling works, it has been able to achieve

complete customer satisfaction by delivering works within budget & schedule while

conforming in totality with the Quality & SHE standards of DMRC which are the

current benchmarks for any Construction Project in India.

Apart from the above, we are now venturing into works like manufacture of

reinforcement to shapes, lengths & sizes as required by the Bar Bending schedule,

preparation and laying of Wet Mix Macadum, Fabrication and Handling of Barricades.

RVAGIL can therefore offer its services to you in the following areas of works where it

provides a complete package:

i. Production & Supply of Concrete including pumping and placing

ii. Installation of Bored Cast In Situ Piles

iii. Manufacture of Reinforcement as per drawing

iv. Preparation & Laying of Sub-base & Base (Wet Mix Macadam -WMM)

v. Fabrication & Handling of Barricades

A brief write up describing the technical aspects and detailing our responsibilities for

the above mentioned items of work follows:

Production & Supply of Concrete including pumping and placing

Concrete is manufactured at a Centralized Batching Plant of 30 - 60 cum capacity

within the Client’s working area and transported to pouring point at construction site by

transit mixers.

The mix design for various grades of concrete is normally provided by the Client,

however RVAGIL provides fully functional laboratory and complete technical back for

designing the various grades of concrete.

Cement is procured as per the technical specifications from reputed cement

manufacturers or otherwise is provided by the Client. Aggregates (from approved

Source) and water will be procured from local sources, subject to their physical and

chemical properties are maintained within the acceptable limits. Admixture from

reputed manufacturers will be used in concrete to achieve the workability, and slump

retention of the concrete.

Transit mixers will carry the concrete upto the place of pouring. Concrete pouring may

be done in different methods e.g. boom placer, concrete pump, crane-bucket

arrangement, through steel chutes and manually.

Number of Batching plants will vary as per project requirement. The plant will have

adequate arrangement of cement and admixture storage, water vat, aggregate bins etc.

Cement go-down of suitable size to accommodate 15 days stock shall be set up and

consumption will be monitored to follow first in first out system.

Site laboratory will be maintaining the quality of concrete-production on a daily basis.

It will be used for conducting necessary tests on incoming materials besides monitoring

the mixing process, accuracy of weighing system, moisture, temperature and quality of

final produced concrete. The Batching plant & all other related equipment will be

calibrated from time to time to ensure proper working. Calibration check of equipments

will be carried out as per calibration plan. During summer water sprinkling to be done

on aggregates in stockpile/bin to maintain the concrete temperature as per the limit

specified in IS 456.

On receipt of requisition from respective site engineer, laboratory in-charge will hand

over the mix proportion data to batching plant operator who will input the data to the

system and start production of concrete.

The loaded transit mixer will be directed towards pouring point for final discharge.

Each transit mixer will carry a delivery record containing all relevant information

regarding mix proportion, vehicle no., quantity, time, and also a column for remarks

like re-dosing of admixture, addition of water, if any at site etc to be noted.

Transit mixer of capacities ranging from 4 cu.m. to 6 cu.m. will be used for

transportation of ready mix concrete at site from Batching plant to pouring point.

Temperature of the mix will be checked at random at the discharge point.

Boom placer & concrete pumps will be used for cement concrete placement. For

locations where direct placement of concrete is not possible, "Elephant Trunks",

M.S.Chute etc., will be used with suitable drops.

Installation of Bored Cast In Situ Piles

All piles are installed by hydraulic rotary piling rig.

The works comprises mainly of the following steps:

(a) Drilling of bore holes of required diameter

(b) Insert temporary casing

(c) Lower Reinforcement Cage.

(d) Flushing of bore.

(e) Pouring of Concrete as per approved Design Mix.

(f) Disposing of Muck / Bentonite etc.

Equipment and Accessories required for Piling are detailed below:

(a) Rotary piling rig with all accessories

(b) Temporary casing pipe

(c) Bentonite Mixing Set-up comprising of mixing tank and pumps

(d) Tremie pipe of 200mm I. D. min along with Hopper

(e) Testing Apparatus

Measuring cylinder,

Mud Balance Hydrometer

Marsh cone

Weighing balance

Hot plate

pH papers

Sodium based bentonite will be used with pH of Fluid between 9.5 and 11.5. Bentonite

powder shall conform to requirements given in IS: 2911 (Part -1/Sec -2). All batches of

bentonite powder delivered & suspension fluid made there from shall be tested to

satisfy requirements failing which they shall be rejected.

Bentonite powder shall be mixed with clean water to make a suspension of density as

specified. The suspension shall be regularly tested to ensure its suitability for use as

drilling mud.

Concrete as per approved mix design will be supplied from centralized batching plant

for all piles. Slump test will be done to check the workability of Tremie Concrete &

Concrete. The Concrete shall generally be poured with minimum interruption.

Grade, length, diameter etc. shall be as per design requirement shown on relevant

drawings. Concrete cover blocks to ensure proper concrete covering shall be tied to

rings of the cage.

Setting Out: This shall be provided by the Client.

Setting of Piling Rig: Rig will be centered on pile point. Drilling will be carried out

using auger/bucket to a depth of approx. 2 to 3 meters. Then a temporary MS casing for

about 4 to 6 m (approx) length from the ground level will be driven to protect loose soil

from falling in the bore hole at locations where the soil is in loose state and there is a

tendency of collapse of bore hole. After driving the casing its verticality will be checked

by plumb bob.

Boring of Piles: The excavation is generally performed by rotation using a rotary drill,

composed of a rotary table.

Borehole Stabilization: During the entire operation, the pile bore will be kept stable

with bentonite solution.

Determination of Density: The bentonite sample from the bottom of borehole will be

collected and its density will be measured by Hydrometer having a range of 1.001 to

1.300 gm/ml.

Determination of Marsh Cone Viscosity: The viscosity will be determined by using

cone apparatus.

Reinforcement Fixing: Pile reinforcement cage shall be fabricated as per the details

given in drawing and Bar Bending Schedule.

Flushing the Borehole: After cage lowering is completed the bore will be flushed with

Bentonite Flushing shall be done continuously with bentonite till consistency of bottom

slurry becomes less than 1.20.

Concreting: Minimum time interval between the completion of boring and placing of

concrete will be maintained. The gap between the bottom of the bore to the end of

tremie pipe will be min 300mm. The dia of the tremie pipe will be not less than 200mm.

The Tremie pipe shall be removed in stages during pouring of concrete ensuring that the

Tremie bottom is always inside the concrete.

Manufacture of Reinforcement as per drawing

Bar Bending & Cutting machines of required capacities would be set up in the Client’s

work yard inside a covered shed that would function as a reinforcement factory.The

factory will also be equipped with necessary tables for working, electricity, other tools

as required and overhead EOT if so required.

Normally full length reinforcement bars would be procured by the client and issued to

us.Reinforcement will be cut, bend and manufactured to required lengths, shapes and

sizes as per the approved Bar Bending schedule which shall be provided to us.

The reinforcement thus manufactured will be tagged off mentioning the length, drawing

no, structure identification etc and will be stacked in a designated location for

transportation to the construction site as per the schedule provided to us.

Preparation & Laying of Sub-base & Base (Wet Mix Macadam -WMM)

Sub base material to be used shall be as per technical specifications: -

o Source of material proposed: - From approved source.

o Mixing: - Approved sub base material as specified above will be made by

mixing/blending various sizes of aggregates available at approved source. Mixing

will be done by Back Hoe

o Laying and compaction: - Sub – base material will be laid on compacted sub –

grade in uniform layers of thickness not more than 150 mm (each layer,

compacted) and each layer will be compacted by 10 T Vibro Roller to achieve the

maximum density. Each layer will be spread with water to maintain the moisture

content nearer to the optimum requirement. Laying of the material will be done

using the Grader, to achieve designed slope & thickness. In intricate location

laying will be done manually in layers and each layer will be compacted with plate

vibrators or trench rollers.

o Mix Design: - Shall be submitted before commissioning of the works.

o Representative sample: - shall be submitted for approval, before

execution of works.

o Test Reports submitted, shall include: -

Sieve Analysis.

Blending.

Graph of combined gradation.

Modified proctor density.

Soaked CBR

LAYING W.M.M.: - BASE

Scope: Wet mix macadam base shall consist of laying and compacting clean,

crushed graded aggregate and granular material, premixed with water to a dense mass

on prepared sub base in accordance with the specifications.

Proposed Sample: Coarse aggregate proposed to be used in WMM are obtained

by crushing the rocks, obtained from approved quarries. Before removing the rock, the

quarry area is stripped of earth loam, clay and vegetable matter.

Independent tests will be carried out on this material as follows:

1. Sieve analysis.

2. Los Angeles abrasion.

3. Aggregate impact value.

4. Combined flakiness & elongation indices.

5. Blending (Mix Design).

6. Modified proctor density.

7. Liquid limit & plasticity index of portion through 425 micron sieve.

Mixing: Proposed ‘Base’ material will be obtained by mixing various sizes of

aggregates (as per approved mix design) & water in the wet mix macadam plant.

Transportation: W.M.M. material will be carried to the site in dumpers of

adequate capacity.

Laying and compaction: W.M.M. material will be laid in layers (150 mm

compacted) on prepared sub – base using mechanical pavers or motor grader to

maintain required thickness and slope and to achieve finished surface in narrow areas,

WMM will be spread manually, in layers.

Each layer will be compacted with 10 T Vibro Roller, to achieve required degree

of compaction i.e. 98% of modified density. The areas not accessible to roller will be

compacted with plate compactor/ or mini rollers.

Top surface will be checked for its designed levels, before & after compaction &

material will be removed or added as required.

Surface finish and quality control of work: - Segregated material will not be

allowed to be placed. The tolerance on levels shall not exceed 12 mm and deviation

from 3000mm straight edge shall not exceed 10mm.

Rectification of defects: After final compaction, surface will be checked for its

finish and top levels. Any segregated material like only coarse or only fine will be

removed and the pocket will be filled with premixed material.

While checking the top surface levels it may be necessary to remove excess material or

to add material.

Fabrication & Handling of Barricades

Barricade Boards, which demarcate the working area from the traffic movement

corridor, would be fabricated, painted & marked as per the drawings and specifications.

The fabricated barricade boards would be installed in position and locked.

Re-handling of barricades by lifting from the previously installed positions and placing

at the new locations would be carried out as per the requirement of the client.

Maintenance, repainting and cleaning of the installed barricade boards would be carried

out.

In conclusion, we would be proud to be associated with you in your prestigious project /

projects and would request you to spare some of your valuable time for an appointment

with us where we can understand the total scope of work in detail. This would enable us

to come up with a comprehensive techno-commercial proposal for the subject work.

As always we promise state of the art equipment, transparent, honest and diligent

service and a product conforming to schedule, budget and the strictest standards of

quality and safety.

PROJECTS UNDERTAKEN

MAJOR PLANTS

It gives us a lot of pride and pleasure today to state that RVAGIL have now grown to be

the single largest supplier of RMC to some of the most prestigious infrastructure

projects in Delhi & NCR with total supplies of RMC in excess of to the tune of approx.

10 lac cubic metres. Concrete supplies are effected with dedicated state of the art

Batching Plants, Transit Mixers & Concrete Pumps/ Boom Placers etc. Supplies are

made from our centralized Commercial Plant and /or Captive Concrete Plants set up in

the Company’s Client’s Work Yard as per requirement. The clientele includes DSC

Ltd., HCC Ltd., SOMA Constructions, ITD Cementation India Ltd, IDEB Projects Ltd,

Larsen & Toubro, Reliance Energy, MTNL, Amrapali Group to name a few. The details

of some of the major projects are tabled here below for your reference:

Name of Project Name of our

Client

Quantity of RMC

To be supplied

(cum)

Our Order

Value

(Rs. In Lacs)

Start Date Status

DMRC BC7 IDEB Projects

Ltd.

55,000 cu.m 893.00 July 2006 Ongoing


Ltd.

70,000 cu.m 119.00 January 2008Ongoing


Ltd.

46,000 cu.m 760.00 December 2007Completed

DMRC BC21 ITD – ITD

CEM JV

166,000 cu.m 2689.00 February 2007Ongoing

DMRC BC24 ITD – ITD

CEM JV

210,000 cu.m 3375.00 November 2007Ongoing

DIAL (International

Airport)

Larsen & Toubro 60,000 cu.m extended

To the next 60,000

Cum

149.00

149.00

Completed

Completed

Ultra Home

Constructions

Amrapali Group 80,000 cu.m 2480.00 April 2008 Ongoing

Hissar Thermal

Power Project

Reliance Energy 15,000 cu.m extended

To further 25,000

213.75

356.00

June 2007 Completed

Copleted

Cu.m

DMRC Punj Lloyd 1000 cu.m 32.00 Completed

DMRC BC16 SOMA-CEC JV Transportation &

Pumping

500.00 July 2007 Ongoing

DIAL (International

Airport)

Larsen & Toubro 100,000 cu.m 95.00 June 2008 Completed

Elevated Road over

Barapulla Nalla from

Mathura Rd. to JLN

Stadium

DSC Limited 20,200 cu.m 1641.00 16.11.2008 Ongoing

6*660 MW Ultra

Mega Power Project,

Sasan,MP–work order

for Operation &

Maintenance of

Batching plant

Reliance

Infrasructure

Limited

2,00,000 cu.m 1145.32 19.06.2009 Ongoing

PILLING PLAN

PILLING PLANTS

We are executing Piling jobs using our own fleet of Hydraulic Piling Rigs and have a current

job in hand of more than 25,000 running meters. Piling is executed on a running metre basis

with all equipments like Pile Rigs, Service Cranes, Plate bending machines, Bentonite mixing

plants, manpower, Bentonite solution etc being in our scope.

The details of our current Piling projects are as follows:

Sl.

No

Name of

Project

Name of our

Client

Pile

Diameter

No

of

Piles

Total

RM of

Piles

Our

Order

Value

(Rs. In

Lacs)

Start Date Status

01 DMRC BC 21 ITD – ITD

CEM JV

1200 mm 100 2250 70.00 27.8.2007 Completed

21.11.2007

02 DMRC

BC 26

IDEB

Projects Ltd.

1000 mm 462 11000

(Soil)

1000

(Rock)

464.00 25.1.2008 Ongoing

03 DMRC Airport

Link

L&T 800 mm 60 1200 35.00 12.5.2008 Completed

04 Ultra Home

Constructions

Amrapali

Group

800 mm 1200 22,800 364.80 29.4.2008 Completed

05 Commonwealth

Village

Ahluwalia

Contracts

Infrastructure

Ltd.

600 mm 440 9000 135.00 15.2.2008 Completed

18.4.2008

06 Elevated Road

over Barapulla

Nalla from

Mathura Road

DSC Limited 100 mm

1200 mm

100

19000

1221.00

16.11.2008 Ongoing

to

Jawaharlal

Nehru Stadium

07 Badarpur

Elevated

Highway

Project

HCC Ltd.

KM18+900

to KM

20+500

Delhi Agra

Section of

NH2 in

Haryana

KM16+000

to KM

18+900

Delhi Agra

Section of

NH2 in

Delhi

1200 mm

1500 mm

1200 mm

1500 mm

212

12

108

108

5300

300

2700

2700

361.00

403.00

16.11.2008

16.11.2008

Ongoing

Ongoing

08 Six Laning of

Panipat-

Jalandhar

Section of NH1

SOMA

Enterprises

KM 212.161

to KM

267.600

(Length –

KM 55.439)

Punjab from

Construction

of Structure

including all

structures/

bridges and

RE Walls

21948.10

01.04.2009

01.04.2009

Rajpura to

Mandi

Govind

09 Six Laning of

Panipat-

Jalandhar

Section of NH1

Soma

Enterprise

Ltd

Reach 3 & 4

KM 212.161

to KM

310.00

(Length –

KM 97.839)

1200 mm 233.24 Ongoing

10 Yamuna

Expressway

Brahmaputra

Infraproject

Ltd

1200 mm 300 6000 117.00 02.06.09 Ongoing

11 Dausa –

Gangapur City

New Board

Gauge line

ARSS

Infrastructure

Projects Ltd

1200 mm 341.1296

12 Piling Work at

Taj Hotel,

Dwarka

Larsen &

Toubro Ltd

1600/1500

mm

600 mm

1170

3440

116.27 25.05.09 Ongoing

1

3

Pilling IVRCL

Infrastructure

300.00

Ltd.

14 Pilling work

DMRC

Corridor (BC-

27(I)R) from

Kaushambi to

Vaishali

B.L Kashyap

& Son’s Ltd.

1200 227.24

LIST OF CLIENTS

1.SOMA ENTERPRISES LTD. – WIDENING OF NH1 – JALANDHAR

TO PANIPAT (NHAI)

2.LARSEN & TOUBRO, MUMBAI (PANIPAT REFINERY)

3.HINDUSTAN CONSTRUCTION COMPANY LTD. (BADARPUR

HIGHWAY – DELHI – AGRA NH2)

4.D.S.CONSTRUCTIONS LTD., DELHI (ELEVATED ROAD – SARAI

KALE KHAN to JLN STADIUM)

5.GMR, HYDERABAD - LARSEN & TOUBRO, MUMBAI (DIAL

PROJECT)

6.ITALIAN THAI DEVELOPMENT, BANGKOK – ITD CEMENTATION

INDIA LTD., KOLKATA JV (DMRC)

7.SOMA, HYDERABAD – CONTINENTAL ENGINEERING

CORPORATION, TAIWAN JV (DMRC)

8.PUNJ LLOYD LTD., DELHI (DMRC)

9.RELIANCE ENERGY, MUMBAI (2 X 600 MW THERMAL POWER

PROJECT – HISSAR)

10. IDEB PROJECTS PVT. LTD., BANGALORE (DMRC)

11. ITD CEMENTATION INDIA (P) LTD., MUMBAI (RELIANCE

ENERGY – BARWALA)

12. PAHARPUR COOLING TOWERS LTD., KOLKATA (RELIANCE

ENERGY – YAMUNA NAGAR)

13. MAHANAGAR TELEPHONE NIGAM LTD., DELHI (MTNL)

14. AMRAPALI GROUP, NOIDA (U.P.)

15. L&T ECC GROUP

16. ITC – HARDWAR

17. IJM, DELHI – IJMII JV (DMRC)

18. SIMPLEX INFRASTRUCTURES LTD., KOLKATA (DMRC)

19. NAVAYUGA ENGINEERING COMPANY LTD., HYDERABAD

(DMRC)

20. CONTINENTAL ENGINEERING CORPORATION, TAIWAN

(DMRC)

21. GMR, HYDERABAD (ZIRAKPUR FLYOVER PROJECT)

22. K.R.ANAND, DELHI (RELIANCE ENERGY, YAMUNA NAGAR)

23. B.L.KASHYAP & CO LTD., DELHI

24. MAHARAJA AGRASEN TECHNICAL EDUCATION SOCIETY,

DELHI

25. A & A OVERSEAS, DELHI

26. GANGOTRI ENTERPRISES LTD., DELHI (ANAND VIHAR ISBT

PROJECTS / NTPC JHAJJAR PROJECT)

27. C & C CONSTRUCTION LTD., DELHI

28. D.S.CONSTRUCTIONS LTD., DELHI (KMP PROJECT)

29. AMAR CONSTRUCTIONS, DELHI (MCD)

30. B.S.C PROJECT LTD., DELHI

31. NAGARJUNA CONSTRUCTION COMPANY LTD., HYDERABAD

32. G.D.C. LTD., DELHI

33. PETRON ENGINEERING LTD., DELHI

34. TRIDENT GROUP, GURGAON, HARYANA

35. JMC PROJECT LTD., DELHI

36. PNC CONSTRUCTION LTD, DELHI

37. TIRUPATI CONSTRUCTION CO. (D’MALL PROJECT – ROHINI,

WAZIRPUR)

38. VALECHA ENGINEERING LTD., MUMBAI (PWD)

39. ORIENTAL ENGINEERING & STRUCTURE LTD., DELHI

40. ISHAN SYSTEMS PVT. LTD., DELHI (NOIDA I.T. PARK

PROJECT)

41. VRM GLOBAL INFRASTRUCTURE LTD., DELHI (CIVIC

CENTRE, MCD)

42. ANIL KUMAR, DELHI (MCD)

43. RAJAN BUILDERS, DELHI (MCD)

44. RAMA CONTRACTS, DELHI (PWD)

45. SUSHIL KUMAR & CO., DELHI (MCD)

46. RAGHAV ENGINEERS, DELHI (CPWD)

47. AJAY ENTERPRISES, DELHI (CPWD)

48. SATBIR CONSTRUCTION COMPANY, DELHI (PWD)

49. CHOPRA BROS. (INDIA) PVT. LTD., DELHI (RELIANCE

ENERGY, YAMUNA NAGAR)

50. PRAGATI CONSTRUCTION CONSULTANT (DMRC / PWD)

51. JAKSONS BUILDWELL PVT. LTD., DELHI (V3S MALLS, DELHI)

52. MAMRAM DEVELOPERS PVT. LTD., DELHI (MAMRAM MALL,

SYMPHONY BANQUETS – DELHI)

53. SOUTH DELHI PROMOTERS LTD., DELHI (S.D.TOWERS –

DELHI)

54. SUNEHRI BAGH BUILDERS PVT. LTD., DELHI (PWD / CPWD)

DECLARATION

I hereby declare that the work presented in the project report ‘RVAGIL – Scope and Overview’ was carried out by me as a part of BBA curriculum during of 8-weeks summer training program in the 4th Semester. The report is an authentic record of my work carried out under the guidance of Mr. Vijay Yadav in RV Akash Ganga Infrastructure Pvt. Ltd.. It is further declared that the report has not been submitted earlier for any other degree or diploma.

Rahul Mehta

Enrollment No.-0261221807

(Candidate)

Counter signed

Internal Supervisor

PREFACE

It is said that the world is different on paper creating and this something is realized in the two months of my summer training. The knowledge that I gained form the text is useful only if we implement it in practical life.

The project was one such experience where I got to implement what I had studied in books. The project ‘RVAGIL - Scope and Overview’ has been very extensive.

I would like to say that I am feeling overwhelmed and privileged to present the report that is my first work in the corporate world.

I would like to pay my sincere thanks to all those who gave me constructive suggestions for the improvement of all the aspects related to this project.

In particular, I would like to thank Mr. H.C. Joshi for assisting me to carry on project work. I also owe a great deal of thanks to my parents who always boosted my morale and encouraged me the suggestion period to this project.

I have a great pleasure and thanking all the faculty members as well for their generous help in this project.

SUMMER TRAINING PROJECT REPORT

ON

“RVAGIL – SCOPE AND OVERVIEW”

SUBMITTED BY :- RAHUL MEHTA

BBA(B & I) – V SEM 0261221807

Delhi College of Advanced StudiesB-7, Shanker Garden, Vikas Puri,

New delhi - 110018

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