Permanent Address :
Name of the Village : Devkatian
Name of The post : Jungipur
Dist : Ghazipur
State : up
Career Objective :
To obtain a Responsible position in a reputed Company Like your where my technical knowledge rightfully complete with my hard work, will allow me an opportunity to rise in field of construction and management.
Qualification : Diploma in Civil Engineering.(1993)
CURRENT CTC : 1,80,0000,INR/ANUM
EXPECTED CTC : Negotiable(As per Company Norms)
Experience Details
Name of The Project : Construction of Elevated Via-Duct Metro(RVNL,Kolkata) of
11.5K.M.,including PSC Segments of Project Value INR 500
Crores.
Company : Afcons Infrastructures Ltd
Client : RVNL;Kolkata Metro
Project Cost : 500 Crore
Designation : Senior Manager(M-3)
Duration : Jan 2012 to till date
Project Details : RVNL Metro Project Elevated Via-Duct Metro of
11.5K.M.,including PSC Segments
Types of spans : Box – Girder.
Total spans : 400 Nos
Total numbers of segments : 3994 Nos
Number of Piers : 402 Nos
Job Responsibilities :
Set-up the segment precast yard.
Monitoring of Mould Erection as per drawing.
Resource planning for project
Annual budget making for project
Yearly program making for project
Monitoring segment of lunching girder fabrication & errection
Monthly &weekly work program making
Estimation of consumable material as per programs
Name of The Project : Construction of Bridges Over rivers Mahanadi and Kathjodi for six Laning
Project of NH-5 in the state of Orissa, India
Company : Arvind Techno engineers Pvt Ltd., India.
Client : National Highway Authority of India
Project Cost : 82 Crore
Designation : Project Manager
Duration : April-2011 to till date
Project Details : Mahanadi bridge project This bridge is built as precast segmental bridge by following several types of segment & several types of construction methods.
Types of spans : Box – Girder.
Total spans : 63
Total numbers of segments : 1054 Nose
Number of Well : 62 Nose
Job Responsibilities :
• Set-up the segment precast yard.
• Monitoring of Mould Erection as per drawing.
• Resource planning for project
• Annual budget making for project
• Yearly program making for project
• Monitoring segment of lunching girder fabrication & errection
• Monthly &weekly work program making
• Estimation of consumable material as per programs
Project : Dhanha-ratwall Bridge Project
Company : SP Shingla Pvt Ltd., India.
Client : Bihar rajya pull nirman nigam ltd, Bihar India.
Designation : project manager
Duration : JAN-2010 to MARCH 2011
About project : dhanha-ratwall bridge project consists of over 1.32 Kilometers of the structure accomplishing road connection between rat walls to dhanha. The total project cost was about 200 lacks rupees for elevated viaduct works. This viaduct is built as precast segmental bridge by following several types of construction methods.
Types of spans : Box – Girder.
Total spans : 50 nose
Total numbers of segments : 750 Nose
Number of Well : 51 Nose
Job Responsibilities:
• Set-up the precast yard.
• Monitoring of Mould Erection as per drawing.
• Resource planning for project
• Annual budget making for project
• Yearly program making for project
• Monitoring segment of lunching girder fabrication & errection
• Monthly &weekly work program making
• Estimation of consumable material as per programs
Project : DUBAI TRAM PROJECT
Al Sufouh Transit System – 1422.
Company : Freyssinet Gulf LLC (France).
Consultants : Systra (France).
Client : R T A ( Road Transport Authority ) , Dubai , U A E .
Designation : Senior Civil Engineer Execution.
Duration : February 2009 to dec-2009
Place (site) : Al Sufouh Transit System – 1422, Pre-cast Yard,
Al-Ain Road, Near Dubai Outlet Mall,
Dubai, United Arab Emirates.
Main Office : Freyssinet Gulf LLC,
P O Box: 36211,
Golf Park Office, Garhoud,
Dubai, United Arab Emirates.
About Project : The Dubai Tram Project consists of over 18 Kilometers of the structure accomplishing Light Railway Train connection between Dubai Marina to Mall of Emirates. First phase of 2.5 Kms of rail running above ground across a viaduct. The total project cost was about 1.08 Billion UD Dollars for superstructure works. This viaduct is built as precast segmental bridge by following several types of segment & several types of construction methods.
Types of spans –
• Curve Spans
• Station spans
• Single Track Span
• Double Track Span
• Single track station spans
• Transition Spans
Total numbers of span - 115
Total numbers of segments - 1100
Total quantity of steel - 17862 Metric Tons.
Total quantity of concrete - 64279 cum.
Job Responsibilities:
• Technical feed-back for segment casting.
• Set-up pf precast yard.
• Mould Erection as per drawing.
• Dis-mentalling & Re-installation of workshop warehouse & store.
• Rebar cage inspection as per latest revision of drawing.
• Pier Mould & Typical mould preparation for inspection by client for casting in proper time cycle.
• De-moulding after lifting strength for next span.
• Segment Stacking in yard as per designed lay-out.
• Segment shifting to site LS-1 for Launching according to program.
• Segment casting (6 or 7) everyday as per program.
• Daily Progress Report for Pre-cast yard, Man-power site, Manpower office, Plant & Erection.
• Store Material Requirements: To set-up & running the production, analysis and evaluation of material and material order. Its kind of role of procurement.
• Time sheets: To prepare all the weekly & monthly time sheets of workers as per the remedial work and shift wise.
Project : Dubai Metro Train Project (Superstructure Works).
Company : VFR (VSL-Freyssinet-Rizzani) JV Ltd., Dubai.
Consultants : Systra (France) and Parsons
Client : R T A (Road Transport Authority), Dubai, U A E.
Designation : Superintendent Execution
Duration : August -2006 to December – 2009.
Place : VFR Ltd Dubai, Preecasting Yard,
77 Round About, Near Green Community,
Emirates Road, Dubai – 40647, U.A.E.
About project : The Dubai Metro Project consists of over 64 Kms of the structure accomplishing Light Railway Train connection between Jebel Ali depot to Dubai International Airport and Jadaf to Al-Qusais. Total project cost was about 210 Million U.S. Dollar for superstructure works. This viaduct is built as precast segmental bridge by following several types of segment & several types of construction methods. Basically using two type of method one is long line for Iso straight span and transition segment and the other is short line method which is for Iso curve span.
Types of spans: - U – Girder
ISO Spans
Station spans
(Twin spans
Balance cantilever spans.
Single track station spans
Single track spans
Total numbers of spans - 1699
Total numbers of segments - 15932
Total quantity of steel - 73677 Metric Tons
Total quantity of concrete - 328279 cum.
Job Responsibilities:
• Working as in charge for short line division.
• Set-up of precast yard.
• Mould Erection as per drawing.
• Dismantling & Re-installation of workshop warehouse & store.
• Rebar cage inspection as per latest revision of drawing.
• Pier Mould & Typical mould preparation for inspection by client for casting in proper time cycle.
• De-moulding after lifting strength for next span.
• Segment Stacking in yard as per designed lay-out.
• Segment shifting to site LS-1 for Launching according to program.
• Segment casting (12 or 13) daily as per program.
• Daily Progress Report for Pre-cast yard, Man-power site, Manpower office, Plant & Erection.
Working as PRODUCTION MANAGER in Persys Sdn Bhd Subsidiary of ACPI since Jan2006.to August2006
Project: Construction of bridge across the Yamuna River
Project’s Description: The project consists of Well foundation and segmental superstructure. The segments are Box- girders. The project was awarded to Persys
Project cost: Rs. 40 Corers (400Miliion INR).
Worked as Sr. Engineer in L&T (ECC Division) for the project named Second Vivekananda Bridge over river Hooghly.
• Responsible for day to day supervision of Reinforcement cutting & bending, BBS Making and Its reconciliation, Stressing of segments. , Grouting and Other Associates Work.
Worked as a casting yard incharge with Persys Sdn Bhd since sept.2003 to march,2005
Project: Construction of 6.3 km long elevated viaduct between Kirti Nagar and Tilak Nagar for Delhi Metro Rail Corporation.
Project’s Description: The project consists of pile foundation and segmental superstructure. The segments are U-shaped girders used first time in the world. The project was awarded to Persys-Punj Lloyd JV where in Persys is executing the superstructure.
Project cost: Rs. 150 Crores.
Worked as a site Engineer in Bhagheertha Engg. Ltd. From April, 03 to Aug’03.
Project: Krishna Bridge Project Bijapure Karanataka.
Project’s brief description: Dealing with Sub Structure & Super Structure of Girder Launching and Desk Slab cast in Site Bridge work across the River Krishna of Span (40x75) m and Pier Height is 23m. Resting in Pit & Open Foundation.
Worked as a Site Engineer & Asst. Engineer in Bhagheertha Engg Ltd.
From April, 01 to March, 2003& March, 97 to March, 2003
Project’s brief description: Super Structure Balance Cantilever Construction Bridge work Across Tawi River Span (74+102+74) meters. Resting in well & Open Foundation and the height of Pier is 53m Constructed by Slip Form and very conversant in Preparation of Bar Bending schedule.
Worked as Asst Engineer in Tra falger House Construction Ltd. (Now Known as Skanska Construction (I ) Ltd. from jan,96 to Feb,97
Project’s brief description: Gambhir Bridge for Jammu Udhampur Rail link Project, J & K Handling independently Q/C & Survey work with Total Station, Electronic Theodolite & Auto Level etc
Worked as Asst. Engineer. in Trafalgar House Construction Ltd. ( Now Known as Skanska Construction (I) Ltd. ) from sep,93 to Dec,95
Project’s brief description: Bhaisai Bridge Project at Mau for NHAI, NH29 dealing with Pile Foundation, Box type Continuous Girder etc.
Name : Ram bilash Singh Yadav
Father’s Name : Sh Satya Narayan Yadav
Date of Birth : 01-07-1972
Marital Status : Married
Nationality : Indian
Passport No : H5871279 Languages known : Hindi and English.
Contact Number : +918*********
Declaration
I hereby declare that all the above statements are true and correct to my knowledge.
Date:
Place: (Ram Bilalsh Singh Yadav)