Venkateswarlu - Civil Engineer - Hyderabad, Andhra Pradesh, India

Kanasani Venkateswarlu

Hyderabad, Andhra Pradesh, India

Services

Civil Engineer

  • Full time
  • Part time
  • One time
  • Contract
  • Temp

Summary:

21 years experience in bridge engineer (Highways,Canals)

Work History

Senior project Engineer

APRDC expressway Ltd

Founded By: BOT Basis
Reporting to: Project Manager
Project cost: 1260crores
Description:
His duties included review of design of bridges / culverts making changes /modifications consider necessary in light of site conditions with the approval of the client: Approve bar bending schedule; staging and form work details; Approve layout of bridges; check and control the proper mix designs as per the specifications and adequacy of proper formwork; construction and supervision of work for raft foundations; Pier & Pier caps; R.C.C girders; deck slab; crash barrier etc. Guide and check reinforcement rectify any apparent mistakes in respect of them. Check and control laying and compaction of concrete including curing operations. Supervision of rehabitation of bridges. Strictly monitor progress of work using project management techniques. Check contractors operations including adherence to safety and environmental requirements. Issue site instructions; verification of contractors monthly estimated bills. Maintain a record set of working drawings and construction records measurement of completed works. Assist the management with the evaluation of contractor claims for bridges/ structures. Conduct of keep record of weekly site meetings. Verifications as built drawings. Also improved training to junior engineers and supervisors in various aspects of design and quality control in supervision of bridges. We involved in the major and minor bridges are as follows.
1.
Construction of singarkonda major bridge at km 196.00; total length 192m; span arrangements 17.5/10.5m; foundation for pier size 12.85×5m; Abutment 13.75×8.9m; superstructure cast -in -situ R.C.C girder com deck slab.
2. Construction of ADDANKI(Nallakaluva) major bridge at km 206.00; total length 71.2m; span arrangements two types ; 18.3×10.5m;17.4×10.5m; raft foundation for pier size 12.5×5m; abutment size 13.75×8.9m; superstructure cast-in-situ girder com deck slab.
3. Construction of minor bridge at km 210.00;...

Construction manager

National highway authority of India

Reporting to: Project manager
Responsibilities:
His duties included review of design of bridges / culverts making changes /modifications consider necessary in light of site conditions with the approval of the client: Approve bar bending schedule; staging and form work details; Approve layout of bridges; check and control the proper mix designs as per the specifications and adequacy of proper formwork; construction and supervision of work for raft foundations; Pier & Pier caps; R.C.C girders; deck slab; crash barrier etc. Guide and check reinforcement rectify any apparent mistakes in respect of them. Check and control laying and compaction of concrete including curing operations. Supervision of rehabitation of bridges. Strictly monitor progress of work using project management techniques. Check contractors operations including adherence to safety and environmental requirements. Issue site instructions; verification of contractors monthly estimated bills. Maintain a record set of working drawings and construction records measurement of completed works. Assist the management with the evaluation of contractor claims for bridges/ structures. Conduct of keep record of weekly site meetings. Verifications as built drawings. Also improved training to junior engineers and supervisors in various aspects of design and quality control in supervision of bridges. We involved in the major and minor bridges are as follows.
1. Construction of Ghatkesar Bypass road major bridge at km 22.60; squaw angle 45º; total length 72m; span arrangements 18m×10.75; open foundation for pier size 12.5m×5; abutment size 15.5×8.9; substructure for pier 1m×12.2; superstructure cast-in-situ girder cum deck slab 10.75×18m(4Longitudnal girders & cross girders 3 numbers cum deck slab) only.


2. Construction of Ghatkesar Bypass road major bridge at km 24.60;total length 72m; span arrangements 17.5m×10.75; open foundation for pier size 7.5m×5.5; abutment size 15.5×8.6; substructure for pier circular...

Senior structural engineer

Reporting to: Project General Manager


Responsibilities:
His duties included review of design of bridges / culverts making changes /modifications consider necessary in light of site conditions with the approval of the client: Approve bar bending schedule; staging and form work details; Approve layout of bridges; check and control the proper mix designs as per the specifications and adequacy of proper formwork; construction and supervision of work for raft foundations; Pier & Pier caps; R.C.C girders; deck slab; crash barrier etc. Guide and check reinforcement rectify any apparent mistakes in respect of them. Check and control laying and compaction of concrete including curing operations. Supervision of rehabitation of bridges. Strictly monitor progress of work using project management techniques. Check contractors operations including adherence to safety and environmental requirements. Issue site instructions; verification of contractors monthly estimated bills. Maintain a record set of working drawings and construction records measurement of completed works. Assist the management with the evaluation of contractor claims for bridges/ structures. Conduct of keep record of weekly site meetings. Verifications as built drawings. Also improved training to junior engineers and supervisors in various aspects of design and quality control in supervision of bridges. We involved in the major and minor bridges are as follows.


1. Construction of major bridge at km 38.00; total length 72m; span arrangements 18×10.75; raft foundation for pier 12.85×5m; abutment size 15.75×8.27; substructure continues pier size 1×12.55m; superstructure cast-in-situ; Girder cum deck slab.
2. Construction of major bridge at km 44.50km; total length 90.00m; ; span arrangements 18×10.75; raft foundation for pier 12.55×5m; abutment size 15.5×8.27; substructure continues pier size 1×12.25m; superstructure cast-in-situ; Girder cum deck slab.
3. Construction of box culverts at ch;34.00km to80.00km;...

Structural Engineer

Reporting To: Project Manager


Responsibilities:
His duties included review of design of bridges / culverts making changes /modifications consider necessary in light of site conditions with the approval of the client: Approve bar bending schedule; staging and form work details; Approve layout of bridges; check and control the proper mix designs as per the specifications and adequacy of proper formwork; construction and supervision of work for raft foundations; Pier & Pier caps; R.C.C girders; deck slab; crash barrier etc. Guide and check reinforcement rectify any apparent mistakes in respect of them. Check and control laying and compaction of concrete including curing operations. Supervision of rehabitation of bridges. Strictly monitor progress of work using project management techniques. Check contractors operations including adherence to safety and environmental requirements. Issue site instructions; verification of contractors monthly estimated bills. Maintain a record set of working drawings and construction records measurement of completed works. Assist the management with the evaluation of contractor claims for bridges/ structures. Conduct of keep record of weekly site meetings. Verifications as built drawings. Also improved training to junior engineers and supervisors in various aspects of design and quality control in supervision of bridges. We involved in the major and minor bridges are as follows.
1. Construction of bucking home canal major bridge at km 16.5; span arrangements 10m×7.5m; total length 90.00m; all are open foundations; raft foundation size 15m×7.5m; pier foundation size 10.2m×5.00m.
2. Construction of PSLV major bridge at km 28.00; span arrangements 10.5m×7.5; total length 120.00m; all are open foundations; raft foundation size 15m×7.5m; pier foundation size 10.2m×5.00m.
3. Construction of box culverts at km 10.5, 16.2, 19.5, 27, 36, 40; total length 22.00m; vent size 2m×1.5.


4. Construction of Hume pipe culverts at km 9.5,12, 15,...

Bridge Engineer

Soham Engineering construction Ltd

Hyderabad
Project Duration: 1995-1996
Project name: Telugu Ganga Aqueduct crossing at swarnamukhi river km 10.5 from SRIKALAHASTRI ((Kanaparthi).
Position: Bridge Engineer
Reporting to: Project Manager
Description
Construction supervision of various components of bridges and other structure checking design and fabrication of form work; checking reinforcement laying and checking bar bending schedule; verification of qualities; checking the quality of work and safety; ensuring that the works are executed as per approved drawings and specifications and preparation of progress report.
1. Construction of Telugu Ganga Aquduct cross at Swarna mukhi
river; total cast at 10crs; total length 930.00m; span arrangements 30×10.5m; all foundations are well foundations.
6.

Bridge Engineer

Vungarala Construction Hyderabad

Project Name: Mangalore to Bombay via GAO; meter gauge shifting
To Broad gauge; KONKAN RAILWAY PROJECT.
Project Duration: 1992-1995
Position: Bridge Engineer
Reporting To: Project Manager
Description:
Construction supervision of various components of bridges and other structure checking design and fabrication of form work; checking reinforcement laying and checking bar bending schedule; verification of qualities; checking the quality of work and safety; ensuring that the works are executed as per approved drawings and specifications and preparation of progress report


1. Construction of Dhongiri major at km 22.00m; total length 40.00m; solid span at deck slab; span arrangement 10m×7.5m; all foundations are pile foundations; pile dia in 1m. Total depth of the pile from ground level 35m.


2. Construction of neurao (GOA) major bridge at km 35; total length 35m; span arrangements 10m×7.5; all foundations are pile foundations; pile dia 1m. Total depth of the pile from ground level 30m.


3. . Construction of Carambolaim (GOA) major bridge at km 55; total length 30m; span arrangements 10m×7.5; all foundations are pile foundations; pile dia 1m. Total depth of the pile from ground level 25m.


4. . Construction of Carambolaim (GOA) box culverts at km 57.5; total length 40m;
vent size 2m×2m; all foundation are open foundations.


I would be very glad if I get an opportunity to serve your esteemed organization. I would request you to consider me for the above position in your esteemed organization. Here I enclosed my resume for your king perusal.


I am looking forward a favorable response from your at the earliest possible.


Thanking you sir,


Place: Sullurpeta Yours faithfully
Date:

Constructure of grader

LHS& RHS

From October 1975

all are open foundations.


4. Construction of box culverts at ch;km 20.5;28.00km; total length with expansion joint 35m; total vent size 1.5m×2m.


5. Construction of friction slab cum beams and crash barrier at ch;33.00km, 46.00km, 18.00km, 53.00km around two km length. Friction slab width 1.8m; beam width 0.7m; crash barrier (0.5 to 0.15)×0.9.


6. Construction of hume pipe at ch;30.00km culverts total dia 1.2m; two vents total length 40m.


3.
Company name: M/S SEW INFRASTRUCTURE LTD;
HYDERABAD
Project name: 1. Improvement including strengtheningwidening of existing
2 lane road to4 lane devided carriageway 34 k.m(Farukhnagar)to80km(Jadcherla) secNH-7 in the stat of A.P 3 package.
2. ISRMC (polavaram) project right main canal.
3.TELUGU-GANGA main canal
4.Mahanidi main canal (Rayapur)

Qualifications & Certifications

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