www.vaskinfoedge.com Vask InfoEdge Bhopal : Executive Civil Engineer

[ijt.anusha]

Civil Engineering -Executive :
Location : Bhopal, MP IN
Length : permanent
Job Description :
** Coordination with Vendors & Contractors
** Check, Review & Record Quality of work, Progress of work & Inventory
** Execution of Civil Building Projects, Construction & Maintenance activities
** Plan & Prepare Project Estimation
** Team Management Skills
** Good Communication& Negotiation Skills
** Handling Labor, Masons & other technicians
Experienced in Site Supervision: Civil, Electrical, Plumbing, Carpentry, Finishing, Mechanical & Fabrication works
** Maintain Daily MIS, Store Management - Recordkeeping
** Record Measurements & Prepare & Verify Bills
Experience required : minimum 3 years
Technical Skills Required :
** MS Word, Excel, Outlook
** English/ Hindi Typing

Administrative Officer :
Location : Bhopal, MP IN
Length : Permanent
Job Description :
** Manage administrative function related to office administration, housekeeping, looking after repair and maintenance of office premises, Liaison with various govt dept and Inventory Management,
** Planning and implementing the day to day administration work for smooth functioning.
** Plan and manage resources contracts, space and equipment.
** Achieve Operational Activities by Preparing and completing the action plans monitoring all the activities of the related admin of premises.
** Manage resources and coordinating the efforts of team members to achieve the ultimate goal.
** Preparation of periodic admin reports /MIS
Scheduled Follow-up for regular maintenance of installed equipment & machines

How to Apply : Please apply through websites.

About us :
Vask InfoEdge, dynamic company operating as an offshore programming and IT management solutions provider, attend to complete customer needs – from understanding their requirements to developing state of the art IT solutions that best suit them. The company employs more than 70 staff and has obtained numerous long-term contracts while developing quality relationships with many of the world’s resource companies – large and small.

http://www.vaskinfoedge.com

Contact us :
Vask InfoEdge
142, E2, Arera Colony
Bhopal MP 462016

[Unregistered]

Civil Engineer
Name :- DILIP KUMAR SAXENA
e-mail :- dilip.saxena AT rediffmail.com
saxenadilip AT yahoo.com
Profession :- Civil Engineer
Father’s Name :- Sh. Govind Swarup Saxena
Date Of Birth :- 7th May 1974
Year with firm/Entity :- Contract to join
Nationality :- Indian

KEY QUALIFICATIONS :
I have more than 17 year’s substantial experience in Highway Projects. Has experience of working of on 3 nos. NH projects, State Highways Rural roads. Extensively involved in construction of Major Bridges, Minor Bridges, Box Culverts & Underpass etc with Well Foundation, Pile Foundation, Open Foundation with PSC box girders & RCC-T beam with Deck Slab as Super-structure. My area of expertise includes, modifications in design of concrete structures to suit the site conditions, re-habilitation works, preparing bar bending schedules, formwork, fixing of bearings, expansion joints, check and control the concrete mix designs, laying and compaction of concrete, checking slump test at site etc. Was also responsible for survey aspects like OGL recording, alignment marking, preparation checking of running bills, entering qualities in measurement book, implementation of Quality Assurance and Quality Control System, Field test etc. Well conversant with MORTH/IRC specification.

EDUCATION :
B.E.(Civil) R.V.D. Bhopal in 2008, 1st Division, and Diploma in Civil in 1995. Well knowledge of MS Office & Auto CAD.

From May 2011 to till date
Employer :- Khare & Tarkunde Infrastructure Pvt. Ltd.
Project :- Four laning of Nagpur-Saoner-Betul Section of NH-69 from Km 003+000
To 059+000 in the state of Maharashtra & 137+000 To 257+400 in the
State of Madhya Pradesh on DBFOT (Annuity) basis.
Project Cost :- 2850 Crore
Position held :- G.M. Structure
Description of Duties :- Four laning of Nagpur-Saoner-Betul Section of NH-69 from Km 003+000
To 059+000 in the state of Maharashtra & 137+000 To 257+400 in the State of Madhya Pradesh on DBFOT (Annuity) basis. 2 Major bridges, 1 Minor bridge, 2 Grade Separator, 1 VIA Duct & 2 ROB Coordination with EPC, PMC & IE for the above project drawing and progress. Responsible for overall execution of major bridges, minor bridges, grade separator, VIA-duct and ROB. Responsible for checking of setting out of foundation structure, substructure & super-structures. Responsible of review of false work design for superstructure. Responsible for educate of initial load test & dynamic load test to assess design capacity piles for pile foundation. Responsible preparing stressing reports & super vision of stressing of pre stress slab. Responsible for evaluation of sub soil in- vestigation report to ensure bearing capacity of foundation, setting out & checking the alignment checking the adequacy of proper formwork, shuttering works, staging, checking of reinforcement, fixing of bearings, expansion joints truly to lines & levels. Check slump at the time of concreting, laying, compaction of concrete including curing operations. Responsible for preparation checking of running bills, entering quantities in measurement book etc. Also responsible for surveying work like setting up the control point of survey.
Project Involved Construction of Following Structures :
1) Minor Bridges + Service Road : 1 No
2) ROB : 2 Nos
3) Grade Separator : 2 Nos
4) Major Bridges : 2 Nos
5) VIA Duct : 1 No

Details of Bridges :-
A. 004+275 Grade Separator, Total Length-80.0(m), Span Arrangement- 1 x 30.0 + 2 x 25.0
Foundation Type - Pile with PSC Girder Deck Slab on Elastomeric Bearings.
B. 004+525 Main Carriageway, Total Length-30.0(m), Span Arrangement- 1 x 30.0
Foundation Type - Pile with PSC Girder Deck Slab on Elastomeric Bearings.
C. 004+525 Service Road, Total Length-27.0(m), Span Arrangement 3 x 9.0
Foundation Type – Pile with RCC Planks Deck Slab on TAR PAPER Bearings.
D. 005+165 (4+600 to 5+152), VIA Duct, Total Length-552.0(m), Span Arrangement 23 x 24.0
Foundation Type – Pile with PSC Girder Deck Slab on Elastomeric Bearings.
E. 005+165 ROB-1, Total Length-106.0(m), Span Arrangement 23 x 24.0
Foundation Type – Pile with Composite Girder Deck Slab on POT cum PTFE Bearings.
F. 007+485 ROB-2, Total Length-68.0(m), Span Arrangement (2 x 19.0 + 1 x 30.0)
Foundation Type – Pile with Composite Girder Deck Slab on POT cum PTFE Bearings.
G. 012+444 Koradi Lake Major Bridge, Total Length-60.0(m), Span Arrangement 3 x 20.0
Foundation Type – Pile with RCC Girder Deck Slab on POT cum PTFE Bearings.
H. 013+700 Kolar River Major Bridge, Total Length-100.0(m), Span Arrangement 5 x 20.0
Foundation Type – Pile with RCC Girder Deck Slab on POT cum PTFE Bearings.
I. 016+630 Grade Separator, Total Length-55.0(m), Span Arrangement (1 x 30.0 + 2 x 12.5)
Foundation Type – Pile with PSC Girder with 12.5(m) RCC Planks Deck Slab on Elastomeric Bearings.

From May 2007 to APRIL 2011
Employer :- Ssangyong Engineering & Construction Co. Ltd.
Project :- Construction supervision for Four laning & strengthening of existing two lane section of NH-26 from Km 297+000 to 351+000 of Jhansi- Lakhnadon in the state of MP, Client: NHAI(PIU-Narsinghpur),
Package-ADB-II/C-8(Narsinghpur), Project Cost- Rs. 220 Crore
Position held :- Sr. Structure Engineer
Description of Duties :- Rehabilitation and Upgrading of existing 2 lane to 4 lane of Jhansi- Lakhnadon Section from Km 297+000 to 351+000 of NH-26 in the state of MP, Package-ADB-II(C8), Rehabilitation & Upgrading of embankment (<3m H), 3 Major Bridges, 10 Minor Bridges, 2 fly-over, 1 ROB, 3 Under- pass, 48 Box culverts, 9 Slab culverts & 35 Pipe culverts. Responsible for overall execution of Major bridges, Minor bridges, fly over, ROB and other Minor structures. Responsible for review approval of all Contract Drawings & working drawing of different structures submitted prior to formal approval. Responsible for checking of setting out of foundation structure, sub structure and super structure. Responsible of review of false work design for superstructure. Responsible for educate of initial load test to assess design capacity piles for pile foundation. Responsibl for cutting edge and well curb for well foundation. Responsible for preparing stressing reports & execution of stressing of pre stress slab. Responsible for evaluation of sub soil investigation report to ensure bearing capacity of foundation, setting out and checking the alignment of structure before execution, preparation of bar bending schedule, checking the adequacy of proper form work, shuttering works, staging, checking of reinforcement, fixing of bearings, expansion joints truly to lines & levels. Check slump test at the time of concreting, laying, comp- action of concrete including curing operations. Responsible preparation checking of running bills, entering quantities in measurement book etc. Also responsible for surveying work like setting up the control point of survey.
Project Involved Construction of Following Structures :
1) Box Culverts : 48 Nos
2) Pipe Culvert : 35 Nos
3) Underpass : 03 Noss
4) Minor bridges : 10 Nos
5) Major Bridges : 03 Nos
6) Fly – Over : 02 Nos
7) ROB : 01 No

Details of Minor Bridges :-
A. 300+053 , Total Length-24.6(m), Span Arrangement- 1 x 24.6
Foundation Type - Open with RCC T Beam Girder Deck Slab on Elastomeric Bearings.
B. 301+545, Total Length-24.6(m), Span Arrangement- 1 x 24.6
Foundation Type - Open with RCC T Beam Girder Deck Slab on Elastomeric Bearings.
C. 304+880, Total Length-24.6(m), Span Arrangement- 1 x 24.6
Foundation Type - Open with RCC T Beam Girder Deck Slab on Elastomeric Bearings.
D. 307+280, Total Length-16.6(m), Span Arrangement 1 x 16.6
Foundation Type - Open with RCC T Beam Girder Deck Slab on Elastomeric Bearings.
E. 313+690, Total Length-24.6(m), Span Arrangement- 1 x 24.6
Foundation Type - Open with RCC T Beam Girder Deck Slab on Elastomeric Bearings.
F. 317+280, Total Length-12.6(m), Span Arrangement 1 x 12.6
Foundation Type - Open with RCC T Beam Girder Deck Slab on Elastomeric Bearings.
G. 318+757, Total Length-33.2(m), Span Arrangement 2 x 16.6
Foundation Type - Pile with RCC T Beam Girder Deck Slab on Elastomeric Bearings.
H. 331+060, Total Length-49.8(m), Span Arrangement 3 x 16.6
Foundation Type - Open with RCC T Beam Girder Deck Slab on Elastomeric Bearings.
I. 337+969, Total Length-49.8(m), Span Arrangement 1 x 24.6 + 2 x 12.6
Foundation Type - Open with RCC T Beam Girder Deck Slab on Elastomeric Bearings.
J. 348+579, Total Length-49.8(m), Span Arrangement 3 x 16.6
Foundation Type - Open with RCC T Beam Girder Deck Slab on Elastomeric Bearings.

Details of Major Bridges :-
A. 307+727, Total Length-300.0(m), Span Arrangement 10 x 30.0
Foundation Type - Open with PSC Girder Deck Slab on POT PTFE Bearings.
B. 309+385, Total Length-152.0(m), Span Arrangement 4 x 38.0
Foundation Type - Open with PSC Box Girder Deck Slab on POT PTF Bearings.
C. 328+883, Total Length-102.0(m), Span Arrangement 3 x 38.0
Foundation Type - Open with PS Box Girder Deck Slab on POT PTFE Bearings.
Details of Fly Over Bridges :-
A. 336+566, Total Length-87.2(m), Span Arrangement 1 x 38.0 + 2 x 24.6
Foundation Type - Pile with PSC Box Girder Deck Slab on POT PTFE Bearings.
B. 343+498, Total Length-87.2(m), Span Arrangement 1 x 38.0 + 2 x 24.6
Foundation Type - Pile with PSC Box Girder Deck Slab on POT PTF Bearings.
Details of ROB Bridges :-
A. 322+374, Total Length-87.2(m), Span Arrangement 1 x 40.0 + 2 x 16.6
Foundation Type - Pile with PSC-I Girder Deck Slab on POT PTFE Bearings.

From January 2006 to April 2007
Employer :- JVG Krishna Consultants
Project :- Construction Supervision & up gradation of Rural roads under Pradhan Mantri Gram Sadak Yojana of Total Length 54.00 Km in Distt Khargone, MP, Client:- Madhya Pradesh Rural Road Development Authority, Khargone, MP. Project Cost:- 48.90 Crore
Position held :- Assistant Resident Engineer
Description of Duties :- As Asst. Resident Engineer responsible for Supervision works keeping proper records of Contractor activities and progress, Assisting the Team Leader for review of contractor’s work program and scheme of deploy- -ment of plant, equipment and machinery, updating drawings, setting up quantity and quality control and review contractor’s method of construct ions, preparation of variation records. Also responsible for project management. Bid evaluation, liaison with the client & contractor project monitoring, evaluating the contractor’s monthly statements. Supervision of minor bridges, CD works & roads as per MOST, IRC & IS: Standards. Conducting various tests on cement, aggregates, bitumen, concrete and asphalt mixes. Analysis of field / laboratory test results & preparation of test, laboratory testing for soil classification, such as liquid limit, plastic limit, plasticity index, max dry density, optimum moisture content, CBR & swelling. Results & up keeping test records.

April 2004 to January 2006
Employer :- M/s. Technogem Consultant Pvt. Ltd. Thane
Project :- Construction Supervision & up gradation of Rural Roads under Pradhan M Mantri Gram Sadak Yojana of Total Length 60.00 Km in Distt. Khargone MP, Client:-Madhya Pradesh Rural Road Development Authority Khargone, MP. Project Cost :- Rs. 48.90 Crore
Position held :- Assistant Resident Engineer
Description of Duties :- As Asst. Resident Engineer responsible for Supervision works keeping proper records of Contractor activities and progress, Assisting the Team Leader for review of contractor’s work program and scheme of deploy- -ment of plant, equipment and machinery, updating drawings, setting up quantity and quality control and review contractor’s method of construct ions, preparation of variation records. Also responsible for project management. Bid evaluation, liaison with the client & contractor project monitoring, evaluating the contractor’s monthly statements. Supervision of minor bridges, CD works & roads as per MOST, IRC & IS: Standards. Conducting various tests on cement, aggregates, bitumen, concrete and asphalt mixes. Analysis of field / laboratory test results & preparation of test, laboratory testing for soil classification, such as liquid limit, plastic limit, plasticity index, max dry density, optimum moisture content, CBR & swelling. Results & up keeping test records.

June 2002 to March 2004
Employer :- Redecon India Pvt. Ltd. New Delhi
Project :- Construction Supervision & up gradation of Rural roads under Pradhan Mantri Gram Sadak Yojana of Total Length 60.00 Km in Distt Mandsour, MP, Client:- Madhya Pradesh Rural Road Development Authority, Mandsour, MP. Project Cost:- 48.90 Crore
Position held :- Assistant Resident Engineer
Description of Duties :- As Asst. Resident Engineer responsible for Supervision works keeping proper records of Contractor activities and progress, Assisting the Team Leader for review of contractor’s work program and scheme of deploy- -ment of plant, equipment and machinery, updating drawings, setting up quantity and quality control and review contractor’s method of construct ions, preparation of variation records. Also responsible for project management. Bid evaluation, liaison with the client & contractor project monitoring, evaluating the contractor’s monthly statements. Supervision of minor bridges, CD works & roads as per MOST, IRC & IS: Standards. Conducting various tests on cement, aggregates, bitumen, concrete and asphalt mixes. Analysis of field / laboratory test results & preparation of test, laboratory testing for soil classification, such as liquid limit, plastic limit, plasticity index, max dry density, optimum moisture content, CBR & swelling. Results & up keeping test records.

March 2000 to June 2002
Employer :- M/s. Arvind Techno Engineering Pvt. Ltd.
Project :- 1) Railway : Jammu – Udhampur Railway line Bridge 77 B
2) Dehri – Onsone – Aurgangabad (TNHP/IV D) NHDP Phase I NH 2 Km 140+000 to Km 180+000 Bihar Project Cost :- 44.95 Crore
Position held :- Site In Charge
Description of Duties :- 1) Jammu to Udhampur Railway Line Bridge 77B. Responsible for overall execution of Major Bridge. Responsible for checking of setting out of foundation structure, sub-structure & super-structure. Responsibl of review of false work for super-structure. Responsible for cutting edge well curb for well foundation. Responsible for preparing stressing report & execution of stressing of pre stress slab. Responsible for revaluation of sub soil investigation report to ensure bearing capacity of foundation, setting out and checking the alignment of structure before execution, preparation of bar bending schedule, checking the adequacy of proper form work, shuttering work, staging, checking of reinforcement, fixing of bearings, expansion joints truly to lines & levels. Check slump test at the time of concreting, laying, compaction of concrete including curing oper- -ations. Responsible for preparation checking of running bills, entering quantities in measurement book etc. Also responsible for surveying work like Levels & Thedolite point.
2) Dehri – Onsone – Aurangabad (TNHP- IV D) NHDP Phase I NH 2 Km 140+000 to 180+000 Bihar. Responsible for 8 Major & Minor Bridge. Responsible for overall execution of major bridge. Responsible for checking of setting out of foundation structure, sub-structure & super- structure. Responsible overall execution of major bridge. Responsible of review of false work for super-structure. Responsible for educate of initial load test & dynamic load test to assess design capacity piles for pile foundation. Responsible for cutting edge and well curb for well foundation. Responsible preparing stressing reports & execution of stressing of pre stress slab. Responsible for evaluation of sub soil invest igation report to ensure bearing capacity of pile foundation, setting out and checking the alignment of structure before execution, preparation of bar bending schedule, checking the adequacy of proper form work, shuttering works, staging, checking of reinforcement, fixing of bearing, expansion joints truly to lines & levels. Check slump test at the time of concreting. Responsible for preparation of RA.

July 1997 to March 2000
Employer :- Friends Construction Company Agra
Project :- PWD District Road
Position held :- Site Engineer
Description of Duties :- Responsible for execution / modification of alignment as per site condition, checking levels, identification of borrow materials & aggregate sources, execution of pavement layers, lying by using electronic sensor pavers, reinforced earth works. Responsible in assisting construction manager in assisting setting up field laboratories, conducting field density checking using sand replacement & core cutter method, quality control checking on pavement layers etc.

June 1995 to June 1997
Employer :- Arun Kumar Singhal (Govt. Contractor)
Project :- PWD District Road
Position held :- Site Engineer
Description of Duties :- As a site engineer involved in investigation, surveying planning checking of layout, material testing interpretation of construction rules preparation of bills measurement and construction of road / cross drainage works including all inter related civil.

Languages:
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English Good Good Good
Hindi Excellent Excellent Excellent

(Signature)
Dilip Kumar Saxena