CURRICULUM VITAE
PERSONAL PARTICULAR
Name : Saravanan A/L Muniandy
NRIC : 710617-05-5199
Address : No.726, Taman Desa Permai, Selaru, 72000 Kuala Pilah, N.S
No: Hp : 0163861771
E-mail : bobvanan@yahoo.com
D.O.B : 17/06/1971
Age : 44
Sex : M Marital
Status : Married
Nationality : Malaysian
Race : Indian
Religion : Hindu
Working
Experience : 26 Years
ACADEMIC PROFILE
1993 - 1996
Level : Diploma
Field of study : Civil Engineering
Institute : Institute Negeri
1984 - 1988
Level : SPM, PMR
School : Sekolah Menengah Tuanku Muhammad
LANGUAGES
LANGUAGES SPOKEN WRITTEN
English Good Good
Bahasa Malaysia Good Good
Tamil Good -
WORK EXPERIENCE
1.Project Coordinator
2. Site manager
3. C.O.W for Laboratory,
4. I.O.W for Laboratory
5. Lead Engineer, Environmental, Technical Services Division
6. Senior Supervisor
Aecom Perunding Sdn Bhd Desaru Desa hotel 386 unit bilik
Mukin Pantai Timur Daerah Kota Tinggi {May2016 to Present}
Project coordinator {PMC}
1} Overall in charge for civil, structure and architect
2} Attend fortnightly progress meeting with contractors
3} Attend safety and health committee site walk aboard
Lhoist Malaysia Tapah Project Dec 2014 – April 2016
Site manager
Overall in charge for civil and structure works
I. Earth works
II. Bore pile (1.2 diameter) III.
Stone column
IV. Spun pile (300 and 500 diameter) V.
TNB sub station (33 kv)
VI. Witness for concrete, field test, load test and PDA test
VII. Raft foundation for kiln
VIII. Safety and health committee member (replace committee
chairman in his absence)
Attend fortnightly progress meeting with contractors
Attend safety and health committee site walk aboard
HSS INTEGRATED SDN. BHD, Construction and Completion of Main
Infrastructure at Bukit Raja, Klang (May 2013 – Oct 2014)
Senior C.O.W
Main Infra:
a. S e w e r a g e Line
- Laying pipe 225mm dia. and 375mm dia. VCP Karamu
b. U-drains
- Excavation trench, laying U-drain 0.9m x 0.9m, 1.2m x 1.2m,
2.1m x 1.5m, 2.4m x 2.1, 3.3m x 3.6m, 3.3m x 4.0m
c. Box Culvert.
- Excavation and laying box culvert
d. Crib wall.
- Excavation and preparing pile cap for laying stretcher and
header (Single header and double header)
e. TNB Substation
- Excavation for preparing pile cap, rebar to prepare ground
beam, concreting column, monitor laying brick and plastering
works preparing flat roof, laying water proofing membrane,
completed all the architecture works (installation door and
windows) until handing over to TNB.
Earthworks:
a. Cut and Fill
b. Drill and Blasting work
c. Sail nailing work
d. Monitoring settlement plot
Testing:
a. C u b e Test (Monitoring every 3m3
concrete)
b. F.D.T test
c. M.P test
Attend fortnightly progress meeting with Client
Check all the progress report and progress claim
MINCONSULT OVESEASDN. BHD, KLJ Line Extension Project
(June 2011 – Apr 2013)
C.O.W for Laboratory
Laboratory Test:
I. Dry Density / Moisture Contents Relationship.
II. Particle Size Distribution.
III. Liquid Limit and Plastic Limit.
IV. Particle Density.
V. California Bearing Ratio (CBR)
VI. Marshall test for premix A.C B.C, AC W.C
VII. RCPT and ISAT Test
VIII. Tensile Test and Bending Test (Rebar)
Field test:
I. Sand Replacement Method
II. Core Cutter Method
III. Grading for Sub base and road base.
IV. Mackintosh Probe Test
KL COUNSULT SDN. BHD, Double Track Seremban to Gemas
(Aug 2009 – May 2011)
I.O.W for Laboratory
Laboratory Test:
I. Dry Density / Moisture Contents Relationship.
II. Particle Size Distribution.
III. Liquid Limit and Plastic Limit.
IV. Particle Density.
V. California Bearing Ratio (CBR)
VI. Marshall test for premix A.C B.C, AC W.C
Field test:
I. Sand Replacement Method
II. Core Cutter Method
III. Grading for Sub base and road base
IV. Mackintosh Probe Test.
V. Troxler Test
MALAYSIA MARINE AND HEAVY ENGINEERING SDN BHD
(Sept 2008 – July 2009)
Lead Engineer, Environmental, Technical Services Division
Scope of Works:
I. Fully in-charge of Yard Maintenance Works including
II. Repair and maintenance of all drains including de-silting works.
III. Repair and maintenance of all buildings in the yard
IV. Fully in-charge of Yard Cleaning works.
V. Fully in-charge of Building and Site Toilet Cleaning works.
VI.
VII. Preparation of BQ for new and repair works and call for tender,
Tender evaluation, negotiation of contracts and supervision
of construction works.
VIII. Involved in developing new drainage master plan for the whole
yard.
RANHIL BERSEKUTU SDN. BHD, (June 2007 – Aug 2008)
Clerk Of Works
Scope of Works: Privatization of the Senai-Pasir Gudang-Desaru
Expressway.
I. Earth works: - Unsuitable excavation, laying Geotextile, back filing
with sand and compaction layer by layer and final compaction for
Sub-grade use High Impact Energy Dynamic Compaction
(HIEDYC). Testing: - Field Density Test, lower Sub-Base, Upper
Sub-Base, Grading and Moisture Content and Compaction 95%.
II. Pavement: - Laying upper sub-base, BMR, ACBC, ACWC.
Testing: - Coring Test and Marshal Test
III. Drainage: - Laying interceptor drain, laying box culvert, laying
Reinforcement concrete culvert pipes.
IV. Bridge: - Carried out supervision and inspection on construction of
piling, lean concrete, pile cap, column, cross beams, epoxy
bearing pads, launching of beams and deck slab. Concrete
Testing: - Slump Test, Cube Casting, Core Test, Curing and Cube
Crushing.
V. Building works (Toll plaza):-
VI. Sub-structure – excavation, lean concrete, footing, stump
VII. Ground beam and ground slab.
VIII. Super-structure- column, roof beam, roof slab.
KTMB Electrified Double Track Project Rawang to Ipoh
a. Checking reinforcement:
Box Culvert, U Shape drain,
i. V Shape road side drain
ii. Checking the slump, cube casting
iii. Cube crushing.
b. Material
Aggregate, sand, cement & water
c. Assign in monitoring and supervising on fencing works from Slim
River to Tanjung Malim
LION PACIFIC SDN. BHD, 500 KV SUB STATION AT AIR TAWAR SITIWAN,
PERAK. (Sept 2002 – Mar 2003)
Senior Supervisor
I. 400 mm square piles, excavation for footing.
II. Checking the reinforcement and concreting.
III. Final filing with ballast.
AND OTHER WORKS STARTING FROM YEAR 1989:
MINCONSULT SDN. BHD. (Rehabilitation Improvement of
Approximately. 65Km of Federal Roads Stretches fromKota Tinggi to
Jemaluang Johor.) and (PROPOSED ROAD WORK CONSTRUCTION,
PUTRAJAYA PROJECT, FOR PACKAGE R3, FASA 1A.)
RANHILL BERSEKUTU SDN. BHD (MALAYSIAN SINGAPORE
SECOND CROSSING BRIDGE PROJECT)
MUDAJAYA CONSTRUCTION SDN. BHD. (FEDERAL HIGHWAY –
ROUTE 2 ( SECTION 3A– 3A )
KAMAD QUARRY SDN. BHD. (NEW KLANG VALLEY EXPRESSWAY )
PERSONAL OUTLOOK
I am a friendly and approachable; obtain good interpersonal communication and time
management skills, independent and energetic, dependable and willing to travel. Able to
perform under pressure and stay calm in emergency conditions, open-minded, fast
learner, result oriented, willing to learn from mistakes, able to work under pressure to
meet deadlines and handle responsibilities.
PREFERENCES
Willing to Travel : Yes
Willing to Relocate : Yes
Possess Own Transport : Yes
Valid Driving License : Yes

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Saravanan CV 2015.1

  • 1. CURRICULUM VITAE PERSONAL PARTICULAR Name : Saravanan A/L Muniandy NRIC : 710617-05-5199 Address : No.726, Taman Desa Permai, Selaru, 72000 Kuala Pilah, N.S No: Hp : 0163861771 E-mail : bobvanan@yahoo.com D.O.B : 17/06/1971 Age : 44 Sex : M Marital Status : Married Nationality : Malaysian Race : Indian Religion : Hindu Working Experience : 26 Years ACADEMIC PROFILE 1993 - 1996 Level : Diploma Field of study : Civil Engineering Institute : Institute Negeri 1984 - 1988 Level : SPM, PMR School : Sekolah Menengah Tuanku Muhammad LANGUAGES LANGUAGES SPOKEN WRITTEN English Good Good Bahasa Malaysia Good Good Tamil Good -
  • 2. WORK EXPERIENCE 1.Project Coordinator 2. Site manager 3. C.O.W for Laboratory, 4. I.O.W for Laboratory 5. Lead Engineer, Environmental, Technical Services Division 6. Senior Supervisor Aecom Perunding Sdn Bhd Desaru Desa hotel 386 unit bilik Mukin Pantai Timur Daerah Kota Tinggi {May2016 to Present} Project coordinator {PMC} 1} Overall in charge for civil, structure and architect 2} Attend fortnightly progress meeting with contractors 3} Attend safety and health committee site walk aboard Lhoist Malaysia Tapah Project Dec 2014 – April 2016 Site manager Overall in charge for civil and structure works I. Earth works II. Bore pile (1.2 diameter) III. Stone column IV. Spun pile (300 and 500 diameter) V. TNB sub station (33 kv) VI. Witness for concrete, field test, load test and PDA test VII. Raft foundation for kiln VIII. Safety and health committee member (replace committee chairman in his absence) Attend fortnightly progress meeting with contractors Attend safety and health committee site walk aboard HSS INTEGRATED SDN. BHD, Construction and Completion of Main Infrastructure at Bukit Raja, Klang (May 2013 – Oct 2014) Senior C.O.W Main Infra: a. S e w e r a g e Line - Laying pipe 225mm dia. and 375mm dia. VCP Karamu b. U-drains - Excavation trench, laying U-drain 0.9m x 0.9m, 1.2m x 1.2m, 2.1m x 1.5m, 2.4m x 2.1, 3.3m x 3.6m, 3.3m x 4.0m c. Box Culvert. - Excavation and laying box culvert d. Crib wall. - Excavation and preparing pile cap for laying stretcher and header (Single header and double header) e. TNB Substation - Excavation for preparing pile cap, rebar to prepare ground beam, concreting column, monitor laying brick and plastering works preparing flat roof, laying water proofing membrane, completed all the architecture works (installation door and windows) until handing over to TNB.
  • 3. Earthworks: a. Cut and Fill b. Drill and Blasting work c. Sail nailing work d. Monitoring settlement plot Testing: a. C u b e Test (Monitoring every 3m3 concrete) b. F.D.T test c. M.P test Attend fortnightly progress meeting with Client Check all the progress report and progress claim MINCONSULT OVESEASDN. BHD, KLJ Line Extension Project (June 2011 – Apr 2013) C.O.W for Laboratory Laboratory Test: I. Dry Density / Moisture Contents Relationship. II. Particle Size Distribution. III. Liquid Limit and Plastic Limit. IV. Particle Density. V. California Bearing Ratio (CBR) VI. Marshall test for premix A.C B.C, AC W.C VII. RCPT and ISAT Test VIII. Tensile Test and Bending Test (Rebar) Field test: I. Sand Replacement Method II. Core Cutter Method III. Grading for Sub base and road base. IV. Mackintosh Probe Test KL COUNSULT SDN. BHD, Double Track Seremban to Gemas (Aug 2009 – May 2011) I.O.W for Laboratory Laboratory Test: I. Dry Density / Moisture Contents Relationship. II. Particle Size Distribution. III. Liquid Limit and Plastic Limit. IV. Particle Density. V. California Bearing Ratio (CBR) VI. Marshall test for premix A.C B.C, AC W.C Field test: I. Sand Replacement Method II. Core Cutter Method III. Grading for Sub base and road base IV. Mackintosh Probe Test. V. Troxler Test
  • 4. MALAYSIA MARINE AND HEAVY ENGINEERING SDN BHD (Sept 2008 – July 2009) Lead Engineer, Environmental, Technical Services Division Scope of Works: I. Fully in-charge of Yard Maintenance Works including II. Repair and maintenance of all drains including de-silting works. III. Repair and maintenance of all buildings in the yard IV. Fully in-charge of Yard Cleaning works. V. Fully in-charge of Building and Site Toilet Cleaning works. VI. VII. Preparation of BQ for new and repair works and call for tender, Tender evaluation, negotiation of contracts and supervision of construction works. VIII. Involved in developing new drainage master plan for the whole yard. RANHIL BERSEKUTU SDN. BHD, (June 2007 – Aug 2008) Clerk Of Works Scope of Works: Privatization of the Senai-Pasir Gudang-Desaru Expressway. I. Earth works: - Unsuitable excavation, laying Geotextile, back filing with sand and compaction layer by layer and final compaction for Sub-grade use High Impact Energy Dynamic Compaction (HIEDYC). Testing: - Field Density Test, lower Sub-Base, Upper Sub-Base, Grading and Moisture Content and Compaction 95%. II. Pavement: - Laying upper sub-base, BMR, ACBC, ACWC. Testing: - Coring Test and Marshal Test III. Drainage: - Laying interceptor drain, laying box culvert, laying Reinforcement concrete culvert pipes. IV. Bridge: - Carried out supervision and inspection on construction of piling, lean concrete, pile cap, column, cross beams, epoxy bearing pads, launching of beams and deck slab. Concrete Testing: - Slump Test, Cube Casting, Core Test, Curing and Cube Crushing. V. Building works (Toll plaza):- VI. Sub-structure – excavation, lean concrete, footing, stump VII. Ground beam and ground slab. VIII. Super-structure- column, roof beam, roof slab. KTMB Electrified Double Track Project Rawang to Ipoh a. Checking reinforcement: Box Culvert, U Shape drain, i. V Shape road side drain ii. Checking the slump, cube casting iii. Cube crushing. b. Material Aggregate, sand, cement & water c. Assign in monitoring and supervising on fencing works from Slim River to Tanjung Malim
  • 5. LION PACIFIC SDN. BHD, 500 KV SUB STATION AT AIR TAWAR SITIWAN, PERAK. (Sept 2002 – Mar 2003) Senior Supervisor I. 400 mm square piles, excavation for footing. II. Checking the reinforcement and concreting. III. Final filing with ballast. AND OTHER WORKS STARTING FROM YEAR 1989: MINCONSULT SDN. BHD. (Rehabilitation Improvement of Approximately. 65Km of Federal Roads Stretches fromKota Tinggi to Jemaluang Johor.) and (PROPOSED ROAD WORK CONSTRUCTION, PUTRAJAYA PROJECT, FOR PACKAGE R3, FASA 1A.) RANHILL BERSEKUTU SDN. BHD (MALAYSIAN SINGAPORE SECOND CROSSING BRIDGE PROJECT) MUDAJAYA CONSTRUCTION SDN. BHD. (FEDERAL HIGHWAY – ROUTE 2 ( SECTION 3A– 3A ) KAMAD QUARRY SDN. BHD. (NEW KLANG VALLEY EXPRESSWAY ) PERSONAL OUTLOOK I am a friendly and approachable; obtain good interpersonal communication and time management skills, independent and energetic, dependable and willing to travel. Able to perform under pressure and stay calm in emergency conditions, open-minded, fast learner, result oriented, willing to learn from mistakes, able to work under pressure to meet deadlines and handle responsibilities. PREFERENCES Willing to Travel : Yes Willing to Relocate : Yes Possess Own Transport : Yes Valid Driving License : Yes