SewriEngineeringBrochure

CIVIL, STRUCTURAL, FOUNDATION, CONSERVATION & SOIL ENGINEERS.

ISO 9001:2000 CERTIFIED COMPANY

SEWRI ENGINEERING

CONSTRUCTION COMPANY PRIVATE LTD.

Regd. H.O.: 302-A, R.R. Realty, LBS Marg, Mumbai-400078

Phone : 91-22-25950065 Fax: 91-22-25953505

Email : [email protected]

Web : http://www.sewriengg.com

Short History

Pre- Independence: Several years ago, in 1938, a group of engineers left a well-known construction

organization in Bombay and formed the nucleus of Sewri Engineering. This group occupied key

positions and represented the cream of engineering talent in that firm. Four of these engineers

were Europeans and two were Indians. Their aim was to combine high technical services with

absolute reliability. Such an aim represented a revolution by highly talented technicians. With the

termination of the Second World War, the young organization had to face internal forces of

turbulence. This storm was weathered successfully; but the civil and mechanical wings

of the organisation parted company and the construction organization was

transformed into Sewri Engineering Construction Company as a partnership firm.

During the next fifteen years it grew from strength to strength. It occupied a

significant place then in the construction industry in India, with a high reputation for

reliability of its technical service and quality of work.

Post- Independence: It was incorporated as a Limited company in 1951 by the founder

members Mr. Robert Francey, Mr. C.V. Deshpande and Mr. P. Tongaonkar. This

company took over the business of the then partnership firm.

Nearly five decades later, a group of engineers and architects once again joined hands,

as if to relive the history to take over the business in 2006. After the change of management in

2006, company is growing at a rapid pace at nearly 100% since.

Company has received its ISO9001:2000 certification for “Providing Civil Engineering Contract

Services to customers.” The Company is registered as Class I Contractors with Government of

Maharashtra Public Works Department. The major thrust of its Construction activity has been in

Power Stations, Bridges, Aqueducts, Irrigation Structures, Foundation Engineering, apart from its

involvement in Pump Houses, Cooling Towers, Water Treatment Plants, Heavy Machine

Foundation, Factory Buildings, Industrial Buildings and Hangars. The organization has successfully

completed various Designs

and Construction projects as well as pure Design Consultancy assignments which can be seen from

the attached list of works. Keeping in mind vast experience in varied types of Civil Engineering

works the expertise built up by the company over the years, it is confident of tackling any project.

LIST OF KEY PERSONNEL LIST SHOWING TECHNICAL QUALIFICATION AND EXPERIENCE OF THE DIRECTORS

AND LEADING TECHNICAL EMPLOYEES

S.NO. NAME AND DESIGNATION TECHNICAL QUALIFICATION EXPERIENCE

1 SUSHIL K. SINGH B. TECH (CIVIL) 19 YRS.

DIRECTOR I.I.T. BOMBAY

2 SHREEPRAKASH SINGH B.COM,PGDBM 18 YRS.

DIRECTOR BOMBAY

3 AJAY MIRAJGOANKAR B.ARCH 21 YRS

DIRECTOR J.J.SCHOOL OF ARCH

4 RAJESH SUNKE B.E.(CIVIL) 13YRS

GENERAL MANAGER

3 SUNIL B. KULAL B.E. (CIVIL) 22 YRS.

GENERAL MANAGER (PROJECTS)

4 ANIL KUTTY DIPLOMA IN CIVIL ENGG. 19 YRS.

SENIOR PROJECT MANAGER

5 CHANDRASHEKHAR K. YEDVE DIPLOMA IN CIVIL ENGG. 12 YRS.

SR. MANAGER (PROJECTS)

6 HEMANT S. PAWAR DIPLOMA IN CIVIL ENGG. 18 YRS.

PROJECT MANAGER

7 CHANDRASHEKAR S. MISHRA DIPLOMA IN CIVIL ENGG. 27 YRS.

SENIOR ENGINEER

8 T. BALASUBRAMANYAN DIPLOMA IN CIVIL ENGG. 18 YRS.

PROJECT MANAGER

9 GIRISH KULKARNI B.E. (CIVIL) 6 YRS.

SR. MANAGER

10 SUDHIR V. BHOGTE INTERMEDIATE ARCHITECTURE 32 YRS.

SR. DRAUGHTSMAN DIPLOMA

11 V.K. PETHE DIPLOMA IN M. DRAUGHTMAN 24 YRS.

SITE-IN-CHARGE

12 SUNIL C. PAWAR DIPLOMA IN CIVIL ENGG. 10 YRS

JUNIOR ENGINEER

13 B. D. BHOLANKAR H.S.C. 26 YRS.

PROJECT CO-ORDINATOR.

14 PRAVIN LAHE B.E. (CIVIL) 1 YR.

JUNIOR ENGINEER

15 ARJU BHOGE DIPLOMA IN CIVIL ENGG. 1 YR.

JUNIOR ENGINEER

16 SANJAY GANDHEWAR I.T.I. 3YRS.

SUPERVISOR

17 VIMAL SINGH I.T.I. ELEC. 4 YRS.

TECH. ASSISTANT

18 P.P. SONAWANE 22 YRS.

SUPERVISOR

19 A.R. ANDURKAR S.S.C. 12 YRS.

SUPERVISOR

20 BABURAO SONAVANE M.A. 4 YRS.

SUPERVISOR

21 GOPAL M. AMBAWLE S.S.C. 10 YRS.

SUPERVISOR

22 BAMDEO JAISWAL 17 YRS.

MECHANIC

23 SHEKHAR LAROKAR I.T.I. (A.V.T.S.) 3.5YRS.

ELECTRICIAN

24 CHETAN JEWALIKAR

TRAINEE ENGR

B.E.(CIVIL) NIL

25 TAMSHEEL PATHAN

TRAINEE ENGR

B.E.(CIVIL) NIL

26 AMIT DULANGE

TRAINEE ENGR

B.E.(CIVIL) NIL

27 NITIN KENDOLE

TRAINEE ENGR

B.E.(CIVIL) NIL

28 RAHUL MAHOLE

TRAINEE ENGR

B.E.(CIVIL) NIL

29 PRASANNA VHANSHETTI

TRAINEE ENGR

B.E.(CIVIL) NIL

LIST OF PLANT AND MACHINERY

Equipment And Supporting System

Batching Plant 15m3/Hr. 1 1

Concrete Pump 30m3/ Hr. 1 1

M.S. trestles 1.8m height of capacity 85MT 250 250

M.S. Trusses 3.6m long and 2m height 140 140

M.S. plate shuttering forms 3700 M2

M.S. soldiers 3.2m long 400 400

ISMC 150 Runners 12m long 40 MT

M.S. fabricated Brackets 15 MT

Escorts Hydra 10T 1 1

PC 130 Poclain( L&T komatsu) 1 1

Portable Cabin 4 4

Transit Mixers 6m3 2 2

Bar Bending Machines 2 2

Bar cutting Machines 3 3

1 Compressors:

Atlas Copco Compressor VT5 PD 2

Ingersoll Rand Air Compressor 1 3

2 Pneumatic & Air Tools:

Consolidated Pneumatic Demolition Tool

CP-117

2 2

3 Drilling Machine:

Pneumatic Jack Hammer Drill 9

Wolf Electric Drill Machine 4

Heavy Electric Drill Machine (Pillar) 2

Hand Drill Machine (Hitachi) 2 17

4 Concrete Mixer:

Winget concrete mixer 10/7 6

Condequip concrete mixer 20/14 1

Condequip concrete mixer 14/10 2

UNI EXPO (Universal) 10/7 1 10

5 Weigh Batcher:

Double bucket weigh batcher 500 Kg. 1

Universal make Double bucket hopper

swing weigh batcher

1000 Kg. Dial 1 2

6 Allied concrete mixing and vibrating and

testing equipment:

Diesel Vibrator (Lombardini Engine) 8

Pokar Vibrator 2

Greaves Vibrator 5

Honda 3 Hp Vibrator (Kerosene) 1

Killicks Diesel Vibrator 1

Electric Vibrator 3

Concrete cube moulds 150 mm x 150 mm x

150 mm

45

Concrete cube testing machines 2 67

7 Crushers:

Prabhat stone crusher 16" x 9" 3

Ice Crusher 1 4

8 Cranes:

19 RB Crane with Ruston engine with 45'

long boom

1

Shirke crane with 12' boom 1

Maruti Crane 1

Krishna Crane with Hasti Engine 1 4

9 Lifting & Hoisting Equipments:

Maxpul lifting and pulling machine 3 MT

capacity

1

Winch 1.5 MT capacity 1 2

10 Vehicles:

i) Trucks:

Tata trucks 2

Ashok Leyland Truck 1

Tata Tipper 12m3 2 5

ii) Dumpers:

Roadmac LION 1.5MT 1

Dumper Kirlosker Make 1 2

iii) Tractors:

Ford 3600 1 1

iv) Trailers for tractors:

2 Wheeler Trailer Size 10x6x1/5 1 1

v) Jeeps:

Mahindra make Commander MM 550 DP 1

Mahindra make Marshall DI 1 2

Mahindra Balero Pickup 1 1

11 Electric Generator:

62.5 KVA 1

12.5 KVA 1

3 KVA 1

2.5 KVA 1

1.5 KVA 1

Honda Portable Generator 1 6

12 Welding set:

James Triangle Mark IV 350 Amp

transformer

1

Mallik 3 phase transformer 1

500 TA air cooled welding machine 1

ESAB Co2 welding machine 1

Rocket Arc Advani Oerlikar make welding

machine

1

Electric welding machine 1 6

13 Soil Investigation Machinery:

Menard Pressuremeter Soil Investigation

Instrument complete

with accessories, casings, pipes, cutting bits

complete.

1 1

14 Pumps:

Sump pump 3

Kirlosker self priming pumps SP3L 3

Grouting pumps 1

Donkey water pumps 2

Senco duplex reciprocating pumps 2

Crompton 5HP electric pump 1

Crompton 3/4HP electric pump 1

Submerssible Pump 5HP & 6HP 2 15

15 Diesel Engine:

2 YDA Ruston air cooled diesel engine 1500

RPM

3

3 YDA Ruston air cooled diesel engine 1500

RPM

2 5

16 Miscellaneous Machinery:

Pug cutting machine 1

Block making machine 1

Bar cutting machine 2

Electric Angle Grinder 7 11

17 Instruments:

Theodolite 7

Dumpy levels 11 18

18 Weighing Machine

Avery ABA Portable Platform Scale 1000 Kg 1

Avery ABA Portable Platform Scale 300 Kg 1

Fisa Weighing Machine 500 Kg 1 3

2.CLIENT :Deputy Chief Engineer (Construction) III. WESTERN RAILWAY, CHURCHGATE, MUMBAI -20. WORK :Name of work: Construction of major bridge (3 nos.)- Br. No. 324 (5 of 12.2 metre span, PSC Girder at km 260/2-4), Br. No. 333 (4 of 12.2 metre span, PSC Girder at km 269/2-3), Br. No. 314 (13 of 18.3 metre span, Steel Girder at km 253/5-10) and minor bridge (1 no.)- Br. No. 313 (1 of 3.66 metre span RUB, at km 251/4-5 in Amalner yard) between Amalner and Dharangaon stations from km 251 to 277 in connection with Udhna - Jalgaon doubling work of Western Railway. COST PUT TO TENDER :Rs. 1354.44 Lakhs

3.CLIENT :Deputy Chief Engineer (Construction) III. WESTERN RAILWAY,

CHURCHGATE, MUMBAI -20. WORK :Earthwork in bank/cutting, supply & spreading and compacting of quarry dust for repair of bank, construction of side drains, central drains in yard, etc. between km 251-277 in Amalner and Dharangaon Stations in connection with

Doubling of Udhna - Jalgaon section in Mumbai Division of Western Railway. COST PUT TO TENDER :Rs. 455.52 Lakhs SALIENT FEATURES :

4. CLIENT :OVAL TRUST, WORK : Restoration of Cross Maidan COST PUT TO TENDER :Rs. 236 Lakhs SALIENT FEATURES : The work involves Construction of :

i) Fencing around Cross Maidan ii) Interior development inside the Maidan.

Progress Information: Percent Complete :99.0%

5. CLIENT :Dy. Chief Engineer, Ghatkopar,Mumbai . Central Railway WORK :NEW MULUND - Construction of High level platformson MS-2 and MS-3 alongwith the track including formation extension of existing Highlevel goods platform for B- shed , extension of existing MS-2 and MS-3 lines and construction of road and circulating area in connection with Additional Goods Shed Facilities for Handling Cement Traffic. COST PUT TO TENDER :Rs. 695 Lakhs, Completion period: 5 months

SALIENT FEATURES :

6. CLIENT :M/s.Bharat Udyog Limited, Bharat Chamber, Plot No.69, Sector-19A, Dana

Bunder Road, APMC, Vashi, Navi Mumbai - 400705. WORK :Construction of Bridge across Kharbav creek on Mankuli-Anjur-Chinchoti Road COST PUT TO TENDER :Rs. 618. Lakhs

Completed Projects, Sewri Engineering

BRIEF DESCRIPTION OF SOME OF THE COMPLETED PROJECTS 1. CLIENT :VIDHARBHA IRRIGATION DEVELOPMENT CORPORATION, NAGPUR WORK :Design and Construction of Aqueduct at RD 14460M on Right Bank Main Canal of Gosikhurd Project. COST PUT TO TENDER :Rs. 528.75 lacs( Rs. 850 lacs with Escalation) SALIENT FEATURES :

The work involves :

i) Design of Aqueduct ii) Construction of Aqueduct. iii) Construction of approach canal iv) Nalla re-gradation v) Nalla training

2. CLIENT :VIDHARBHA IRRIGATION DEVELOPMENT CORPORATION, NAGPUR WORK :Design and Construction of Aqueduct at RD 6420M on Right Bank Main Canal of Gosikhurd Project. COST PUT TO TENDER :Rs. 249.50 lacs( Revised to Rs. 365.63 lacs with Escalation) SALIENT FEATURES : The work involves Construction of :

i) Design of Aqueduct ii) Construction of Aqueduct. iii) Construction of approach canal iv) Nalla re-gradation v) Nalla training

Longitudinal View of the Aqueduct

Earth Work in Approaches Side View of the Aqueduct

Aqueduct with approaches Concreting of spans


3. CLIENT :THE CHIEF ENGINEER (CONST.) HQ. WESTERN RAILWAY, CHURCHGATE, MUMBAI -20. WORK :Construction of RRI building for replacement of RRI indoor and construction of underground water tank extension of platform no 1 west site to 12 coaches at Churchgate COST PUT TO TENDER :Rs. 209 Lakhs SALIENT FEATURES :

The work involves Construction of :

i) 600 mm dia piling. i) Construction of Underground Water Tank. ii) Extension of platform. iii) Superstructure of RRI Building housing signalling equipments. iv) Skywalk.

Side View of the Aqueduct

Piling with Hydraulic Rotary Rig UG Water Tank Slab( 900mm thick)

Skywalk near Churchgate RRI Building on Platform 1


4. CLIENT :THE TATA POWER COMPANY LIMITED Civil Construction Division, Dharavi Receiving Station, Matunga, Mumbai 400019. WORK :Civil Works of 4x10 MW DG Power Station at Lodivali, Distt. Raigad. COST PUT TO TENDER :Rs. 318 Lakhs ( without cement , structural and reinforcing steel) ( Final Bill :474 lacs) SALIENT FEATURES :

The work involved Construction of :

i. D.G. Building consisting of Main shed 23mx 45m with maintenance bays on either side, Crane Gantry. ii. 4x10 MW DG Foundations

iii. RCC Raw water tank. iv. Chimney Foundation( Chilled Concrete, 560m3, single pour) v. Switchyard.

vi. Tank Foundations. vii. Retaining walls.


5. CLIENT : MAHARASHTRA KRISHNA VALLEY DEVELOPMENT CORPORATION, PUNE Sina- Kolegaon Project Division Paranda. WORK : Construction of pump house for Lift irrigation Scheme No.2 ( Karmala Side of Sina- Kolegaon Project. COST PUT TO TENDER : Rs. 543.90 lacs( revised to 743 lacs) SALIENT FEATURES : The work involves Construction of :

i) Pump house ii) Control room iii) Valve room iv) Approach channel v) Service bay vi) Gantry, gates.

6. CLIENT : M/s. Nashik Vintners Limited, 3, Mathulya Centre ‘A’, Senapati Bapat Marg, Lower Parel (West), Mumbai – 400013. WORK : Construction of Extension to Winery at Nasik, Maharashtra. COST PUT TO TENDER : Rs. 160 lacs

SALIENT FEATURES : The work involved Construction of :

i) Tank Room ii) Storage Area. iii) Administration Bloc iv) Effluent Treatment Plant v) Cellar Bloc vi) Landscaping & Interiors.

7. CLIENT: M/s. Unity Infraprojects Ltd, Pushpanjali, Prabhadevi, Mumbai - 400025. WORK : Construction of four Span Bridge over Railway line on Panvel JNPT Road, Navi Mumbai.. PERIOD OF EXECUTION : 2002 - 2004.

BRIEF DESCRIPTION OF THE PROJECT


Out of the four spans, 3 spans were each of 15 meter length whilst one span was of 25 meter length. The longer length span entailed support on 5 nos. Prestressed Concrete Girders which were erected using a specially designed launching scheme. The shorter length spans entailed support on 5 nos. (for each span) Precast Concrete Girders which were erected by means of Crane / launching girders. In order to avoid minimum disturbance to the railway traffic, an elaborate support scheme was put in place for the construction of the 25 meter span length which was spanning the railway line.

8. CLIENT: M/s. Unity Infraprojects Ltd, Pushpanjali, Prabhadevi, Mumbai - 400025. WORK : Construction of four Span Bridge over River Ghadi.

PERIOD OF EXECUTION : 2002 - 2004.

BRIEF DESCRIPTION OF THE PROJECT

The work involved construction of 4 Spans of prestressed Box Girders each of 45.0 meter on open foundation in a Creek. Completion cycle was designed in such a way that two span of the bridge deck were supported at one time.

9. CLIENT Horniman Circle Association WORK : Façade Restoration of Botawala Building Façade restoration of Zorastian Building. PERIOD OF EXECUTION : 1st Phase.2001 - 2002. 2nd Phase. 2002-2003


10. CLIENT: V. M. Salgaocar & Bros. Ltd., Salgaocar House, Francisco Luis Gomes Road, Vasco-Da-Gama, Goa – 403802. WORK : Civil and Structural work for proposed Cyclone building and other Miscellaneous at Goa. PERIOD OF EXECUTION : 2000 - 2002. 11. CLIENT : The Executive Engineer, Tondle Bondle, Pandharpur. WORK : Ghumera Nallah Aqueduct PERIOD OF EXECUTION : 1983 - 88. BRIEF DESCRIPTION OF THE PROJECT 3 nos. span of 40m length with intermediate pier at 20m, open foundation, hollow R.C.C. cap. R.C.C. double trough clear width of each 3.4m, clear height 3.5m, overall width 8.25m overall height – 4.1m. 4.1m Service road, 3.65m wide, 26.0m transition either sides.

12. CLIENT : The Executive Engineer, Arphal Canal Division, Karawadi. WORK : Construction of R.C.C. Box Aqueduct at Ch.45 of 605. PERIOD OF EXECUTION : 1997 – 1998. BRIEF DESCRIPTION OF THE PROJECT 3 nos. span of 16.5m each with R.C.C. piers and abutments height 12.0 m single R.C.C. trough clear dimension 5.1m x 2.25 mm. Overall size 6.3m x 3.3m height Transitions 11.5m. Downstream and 20 m understream. 13. CLIENT: The Executive Engineer, Ujjani Canal Div. No. IX, Pandharpur. WORK : Construction of Wangira Nalla Aqueduct. PERIOD OF EXECUTION : 1996 – 1997. BRIEF DESCRIPTION OF THE PROJECT :

6 nos. span P.C.C. piers of 19m height. 15m each Abutments. Single trough 1.8m x 1.5m height. Overall size 2.456m x 1.9m height.


14. CLIENT: The Executive Engineer, Ujjani Canal Div. No. 7, Pandharpur. WORK : Construction of Chincholli Nalla Aqueduct. PERIOD OF EXECUTION : 1996 – BRIEF DESCRIPTION OF THE PROJECT : 3 nos. span of 16.5m each with Transition on either side, masonry abutments, P.C.C. piers. Piers height 15.5m. Double R.C.C height clear dimensions 3.3 no. x 3.5 ht. Overall dimensions 8.2m x 4.1m. 15. CLIENT : The Executive Engineer, Ujjani Canal Div. No. 7, Pandharpur. WORK : Construction of Bhalwani Aqueduct. PERIOD OF EXECUTION : 1993 – 1995. BRIEF DESCRIPTION OF THE PROJECT

3 nos. span of 16.5m each with Transition on either side, masonry abutments, P.C.C. piers. Piers height 15.5m.

Double R.C.C height clear dimensions 3.3 no. x 3.5 ht. Overall dimensions 8.2m x 4.1m.

16. CLIENT : The Executive Engineer, Ujjani Canal Div. No. 7, Pandharpur. WORK :Construction of minor Bridges at Pandharpur. PERIOD OF EXECUTION : 1994 – 1996. 17. CLIENT: The Executive Engineer, Ujjani Canal Div. No. 7, Pandharpur. WORK : Construction of Kasal Nalla Aqueduct. PERIOD OF EXECUTION : 1989 – 1995. BRIEF DESCRIPTION OF THE PROJECT : 5 nos. span of 16.5m each with Transition on either side, masonry abutments, P.C.C. piers. Piers height 11.25m.

Double R.C.C height clear dimensions 3.3 no. x 3.5 ht. Overall dimensions 8.2m x 4.1m. 18.CLIENT :M/S. SAMANT SOMA WINES LIMITED, 3,Mathulya Centre ‘A’, Senapati Bapat Marg, Lower Parel (West), Mumbai - 400013. WORK :Construction of Winery at Nashik, Maharashtra. PERIOD OF COMPLETION :1999 – 2000.


BRIEF DESCRIPTION OF THE PROJECT : The work involved construction of : 1. Administration Block. 2. Cellar Block comprising of Main Foundations for 15000 Litre to 25000 Litre capacity Wine tanks.

Walkways were also constructed along the sides of the tanks for access for maintenance. 3.Storage Block comprising of basement for storage of wine bottles and bottling and handling at the ground floor. 4. D. G. Room. 5. Effluent Treatment Plant. 6. General Landscaping. 19. CLIENT: The Executive Engineer, Ujjani Canal Div. No. 7, Pandharpur. WORK : Construction of Kasal Nalla Aqueduct. PERIOD OF EXECUTION : 1989 – 1995. BRIEF DESCRIPTION OF THE PROJECT : 5 nos. span of 16.5m each with Transition on either side, masonry abutments, P.C.C. piers. Piers height 11.25m.

Double R.C.C height clear dimensions 3.3 no. x 3.5 ht. Overall dimensions 8.2m x 4.1m. 20.CLIENT :D.B.S. Financial Services Pvt. Ltd, Fort, Mumbai. WORK:Restoration of DBS House PERIOD OF COMPLETION :1998 – 99. BRIEF DESCRIPTION OF THE PROJECT :

HISTORY : The brick and limestone building was built in 1895, as a home for a large family. In the 1960's it was converted into an office building. This change brought about pressures of providing adequate services and transformed the building insensitively. RESTORATION OF FAÇADE: The red brick surface had been painted over in grey cement paint, completely transforming the old English building. The main restoration task was to remove the grey cement paint from the facade without damaging the brick surface. INTERIOR RESTORATION: The wooden structural system, and stone brackets, which were hidden behind the layers of plaster and cladding, or false ceiling were uncovered to restore the elegant ambience of timber constructed spaces.

External Façade and Interiors of DBS House


21.CLIENT :M/S. O.V.A.L. Trust, 10, Court View, 126, Maharshi Karve Road, Mumbai-400020. WORK:Restoration of OVAL Maidan (Grade I Heritage Space) PERIOD OF COMPLETION :1998 – 99. BRIEF DESCRIPTION OF THE PROJECT : The work consisted of restoration of Public space OVAL Maidan in front of University Building and Bombay High Court. The New Fence was erected running into 1600m length and involved 140 MT of Structural Steel work. A new Jogging Track was laid along with the general ground filling. The old Tar road was replaced with new Sandstone Central Path with new Entrance gates and Bollards.

22.CLIENT :M/S. V. M. Salgaocar, Salgaocar House, Francisco Luis Gomes Road, Vasco-Da-Gama, Goa – 403802. WORK :Construction of New Production Lines, Vagus, Goa. PERIOD OF COMPLETION :1998 – 1999. BRIEF DESCRIPTION OF THE PROJECT : The work consisted of Excavation work upto 6000m3 of Hard rock chiseling in Laterite. R.C.C. scrubber and Screen Framework and Foundations. Various R.C.C. Foundations for trestles for Conveyor Gantries, Hoppers, Classifiers, Retaining wall, Control Room Building, Laboratory Building, 485 MT to Structural Steel work consisted of fabrication and erection of Product Hopper, Conveyor gantries, Column Trestles, Feed Hoppers, including Sandblasting and painting the structure with epoxy paint.

23. CLIENT : M/s. Bharat Forge Ltd., Mundhwa, Pune. WORK : Construction of – (i) PZS 900 Forge Complex. (ii) PHS 456 Screw Press PERIOD OF COMPLETION : December 1989 to August 1990 BRIEF DESCRIPTION OF THE PROJECT: Civil works of New Forge Shop for M/s. Bharat Forge Ltd., at Mundhwa near Pune which consisted of :

a) Main concrete foundation for 1600 Tons PZS 900 Forge Complex. b) Foundation for 5000 Tons PHS 4.56 Screw Press

Central Path and View of the Fence

Scrubber, Conveyors etc.


c) Foundation for furnace d) Other allied foundations with considerable quantity of factory flooring and control rooms.

The main foundation work was carried out including rock excavation in a record period of 140 days. The main concrete foundation of PZS 900 Press included considerable rock excavation by controlled blasting in a running factory, the concreting of the foundation block of 1700 m3 in a continuous operation maintaining strict temperature control for the chilled concrete. The foundation was provided with intricate pockets, inserts, tunnels and staircases and also was required to be 100% waterproof because of the presence of underground water. In addition to this main press foundation another small foundation totaling 800 m3 was also constructed for 5000 Tons PHS 4.56 Screw Press adopting similar strict concrete quality control methods.

24.CLIENT :M/s. Cemindia Company Limited, Apeejay House, Dinshaw Vachha Road, Bombay - 400 020. WORK : Construction of Bhira Generating Station for Tata Power 150MW - Pumped Storage Project PERIOD OF COMPLETION : 1992 to 1995 BRIEF DESCRIPTION OF THE PROJECT : This project required the building of a Power House Superstructure approximately 25 M above ground level including underground concrete work for the Generator and Turbine Foundations, the Lining of the Power House Shaft (19.5M x 23.5M oval). The total Power House Shaft was 60M deep + another 10M deep dewatering pit. The overall construction involved R.C.C. work of nearly 12000 M3 concrete and 1150 MT of reinforcing steel along with other Civil Engineering items.

As the clients stated in the brief they gave the Sewri Group, the work was of a unique nature. Its dimensions and magnitude and required several innovative construction methods and skills to ensure that it was executed within the specified time schedule and to the stringent specifications governing the work. 25.CLIENT: Maharashtra State Electricity Board, Koradi, Nagpur. WORK : Masonry and Foundation job for 2 sets of 210 MW Generating sets including the Coal Handling Plant and Cooling Water System. BRIEF DESCRIPTION OF PROJECT:

VIEW OF SHOP UNDER CONSTRUCTION

Superstructure Supporting System Power House Shaft Lining


Completed masonry and foundation work for the first two sets of 210 MW for Koradi Thermal Power Station. The job involved construction of Power Station building with two Turbo Generator Foundations of capacity 210 MW each, boiler house foundations, complete C.W. R.C.C. concuit, coal handling plant foundation, including Tippler manual unloading hoppers etc. with under ground tunnels. The quantity of concrete involved was 20,000 m3, 70,000 m3 of excavation and 2000 MT of steel work. 26. CLIENT: M/s. Bharat Heavy Electricals Ltd., Jhansi, Uttar Pradesh. WORK : Civil Construction of : (i) Diesel loco factory & Administrative Building & Anallay Plant (ii)Shed for Diesel Loco Bogies (iii)School Building (iv)3700 HP A.C. Loco Shed (v)Assembly bay for A.C. Loco PERIOD OF COMPLETION : April 1985 to April 1989 BRIEF DESCRIPTION OF THE PROJECTS: The above-mentioned projects were a series of jobs executed by us for M/s. BHEL, Jhansi. The jobs involved the design and construction of various foundations in their factory to facilitate the manufacturing of diesel and A.C. locomotives for the railways. A range of several heavy duty flooring work along with various ducts, pockets were also done. In addition to the foundation work, a school building and an administrative building were also constructed. These buildings were normal R.C.C. structures located in a different part of the city. 27. CLIENT: M/s. Maharashtra State Electricity Board (M.S.E.B.) WORK : (a) Design and Construction of mechanical forced draft cooling towers for two sets of 140 MW generating sets at Nasik. (b) Water purification plant and cooling water system and construction of river pump house. River pump house of 100ft dia. deep with intake cribs for cooling water systems. PERIOD OF EXECUTION : 1968 – 1971 28. CLIENT : The National Newsprint & Paper Mills Ltd. Nepanagar, Madhya Pradesh. WORK : Renovation and Modernization scheme of Nepa Mills PERIOD OF COMPLETION : 48 months (August 1985 to August 1989) BRIEF DESCRIPTION OF THE PROJECT : Entire civil works for the modernization and renovation scheme for M/s. Nepa Mills Ltd. at Nepanagar in Madhya Pradesh. The work involved construction of various foundations, civil structures in a running factory with considerable space

constraint. The job required the following operations. 1. Construction of foundations and a power house building including T.G. Foundations and Boiler and other

foundations for 12 M.W. captive power plant. 2.A building for the a)Switch gear and compressor. b)Ground building with a number of R.C.C. silos and a control room. 3.A Multi- storied Brown stock washer building. 4.Calcium Hypo chloride plant, and a Cold soda plant. 5.Modifications to the paper machine foundation along with other allied structures for an increase in the capacity of the existing paper making machine. The work had to be carried out in congested areas in a running plant and with minimum shut down time to minimize the loss of production. 29. CLIENT : Chief Engineer, P.W.D., Dhule (North) Division, Shahada, Distt. Dhule. WORK : Construction of Bridge across Tapi River PERIOD OF COMPLETION : April 1980 to December 1982 BRIEF DESCRIPTION OF THE PROJECT: The bridge was constructed using open foundations with solid P.C.C. piers of 17 meters height. The deck was 7.5 meter wide and consisted of 40 spans of 15 meters each with solid slab construction. The total bridge length was 600 meters. Construction was completed one year before the scheduled date with the help of 8 Nos. rolling trusses, being slipped through the gaps left in each of the piers thereby facilitating construction of the superstructure through the monsoon season. The neglected weather and conditions obtaining in the river both of which therefore, were no hindrance to the progress of the work.


30. CLIENT: Chief Engineer, P.W.D., Solapur. WORK : Construction of Bridge across Sina River Madha – Vaizag Road, District Solapur. PERIOD OF COMPLETION : 1980 - 1981 BRIEF DESCRIPTION OF THE PROJECT: Well foundation 7.3 m dia for abutments, 6m dia for piers, 6 nos. spans of 25m each. Masonary piers and abutments with R.C.C cap (Hammer head). 9 Girder system, 1.25m height P.S.C. Girders 7.5m clear road width overall deck width 8.1m. 31. CLIENT: Kalyan Municipal Council. WORK : Ambernath Railway-Over-Bridge (K.M.C.) : PERIOD OF COMPLETION : BRIEF DESCRIPTION OF THE PROJECT: R.C.C. Open foundations, R.C.C. Piers and abutments nine spans of 15M and two spans of 20m with R.C.C. 4 Girder system with overall width of deck 8.56m. Retaining wall in approaches the height varying from 7m to 2m. 32. CLIENT : The Executive Engineer Pune Cantonment, Pune. WORK : Construction of bridge across Pawana River. PERIOD OF COMPLETION : December 1984 to January 1987 BRIEF DESCRIPTION OF WORK: Construction of a prestressed concrete bridge with 6 meter diameter abutment wells and 4 meter dia. intermediate well with 3 spans of 31 meters each making a total length of 93 meters. The superstructure consists of three

girder system prestressed concrete girders each 2.2 meter in height, and a deck slab carrying a, 7.5m road way (clear) and cantilevered foot-paths (1.5 meter wide) on both the sides, making a total width of 10.95meter. 33. CLIENT : M/s. Bharat Heavy Electricals Ltd., P.O. Piplani, Bhopal (M.P.) WORK : a) Design and construction of UHV Laboratory.

b) Design and construction of Coils and Insulation bloc. c) Design and construction of bloc VI for heavy fabrication. d) Design and construction of Traction bloc for manufacturing of Traction motors.

PERIOD OF COMPLETION : a) February 1977 to February 1979 b) April 1981 to September 1982 c) April 1982 to June 1982 d) May 1983 to December 1984

BRIEF DESCRIPTION OF THE PROJECTS: The above four string of projects were executed by us for M/s. BHEL, Bhopal.

a) The Ultra High Voltage Laboratory was a unique structure of its kind in Asia, involving a number of sub laboratories attached to the main testing hall having dimensions 40 m by 40 m and 40 high. Since one end of the laboratory was used for high voltage transformer testing, the floor was required to be constructed in M400 concrete with an epoxy surface. Also, an isolated staircase having a tower like structure of 50 meters height was required to be constructed.

b) The Coils and Insulation block consisted of a huge shed with 5 bays each 18 m wide and 240 m long. The main feature of the structure was that it had to have positive air pressure and hence the roof was comprised of precast concrete panels instead of the usual A.C/G.I. Sheets associated with Industrial Buildings. The structure was constructed using a combination of R.C.C. and Structural Steel.

c) Block VI was an extension of an existing building and hence was a combination of R.C.C. and Structural Steel and was a normal industrial building.


d) The Traction block is, a separate industrial structure, was especially designed for manufacturing of traction motors. This was again an industrial structure being a combination of both R.C.C. and Structural Steel work.

General: All the above structures were designed and constructed by us for M/s. BHEL to suit their particular needs and design requirements. The planning and design of the structures was evolved jointly with the client M/s. BHEL, and represent a unique requirement of a Heavy Electrical Engineering Industry. 34.CLIENT:The Executive Engineer, PWD Ahmednagar. WORK :Bridge over Dhora river Well sinking foundation with 8.2m dia for abutment, 6m dia for piers, 6 nos. spans of 25m each. Spill through R.C.C. abutments masonry piers, R.C.C. piers and abutment caps. Three Girder R.C.C. prestressed Girders 2.165m height. 7.5m clear Road way and over all deck width 8.25m. PERIOD OF EXECUTION : 1975 35. CLIENT: The Executive Engineer, PWD Pune. WORK : Bridge across river Meena near Junnar with well sinking foundation and superstructure consisting of R.C.C. beams and slabs, 3 spans of 20m each. PERIOD OF EXECUTION : 1980 36. CLIENT : The Executive Engineer, PWD Aurangabad. WORK : Bridge across river Purna near Borgaon in Aurangabad district with well foundations in 4 spans of 20m each. The superstructure being of R.C.C. beams and deck slab construction. PERIOD OF EXECUTION : 1978 37. CLIENT: The Executive Engineer, PWD Pune. WORK : Submersible bridge across river Ghod near Ghodegaon with well sinking foundation and 6 spans of 18 m each. The superstructure being of R.C.C. beams and deck slab construction. PERIOD OF EXECUTION : 1976 38. CLIENT: Milatary Engineering Services, Goa. WORK : Civil construction of two helicopter hangars. PERIOD OF EXECUTION : 1982 39. CLIENT: M/s. Asian Cables Ltd., Pokharan Road, Thane WORK : XLPE Plant and various Civil Works. PERIOD OF EXECUTION : 1977 - 1981 40. CLIENT: M/s. Asian Cables Ltd., Pokharan Road, Thane. WORK : Design and construction of : i)Cross Link Polythene Cables Factory Expansion/Refilling

ii)Buss Kneader. iii)Shielded Room. PERIOD OF EXECUTION : 1989 - 1991 41. CLIENT: M/s. Richardson & Cruddas ( 1972 ) Ltd., Bombay. WORK : Civil Construction of machine foundations of tubular project. PERIOD OF EXECUTION : 1989 42. CLIENT: Tata Electric Companies, Dharavi, Mumbai. WORK : Construction of Type II-A and I-D Building at Bhivpuri in Maharashtra PERIOD OF EXECUTION : 1997-1998

Date post:	03-Mar-2015
Category:	Documents
Upload:	muhammad-afzal
View:	49 times
Download:	6 times

SewriEngineeringBrochure

Documents