Mr.

AKSHAY GORKA
Address: - R/o Jinder Kalan, Tehsil- R. S. Pura, Post Office- Dablehar, Distt-
Jammu, Pin- 181111, U.T-Jammu & Kashmir.
Mobile: - +91-8899572995
Email: - akshaygorka@outlook.com, akshaygorka@hotmail.com
LinkedIn: - akshay-a9261572/

Career Profile
An enthusiastic and highly motivated Professional Civil Engineer with
Nine years of experience in Cost-effective Design, Coordinating with Site
Team & Authority/Independent Engineer survey, Planning & Cashflow,
and directing the construction of Roads and Structures. Akshay acts
professionally and responsibly at all times and can maintain excellent
working relations with clients, Site Team, Sub-Contractor Vendors and the
Higher Management. His extensive experience allows him to structure
and prioritize work effectively through close cooperation with himself
and other team members. He is now looking for a suitable position with
a company that offers excellent career development opportunities and
interesting Civil Engineering challenges.

Core Competencies

~ Project Management ~ Site Engineering ~ Procurement and Construction

~ Layout & Design ~ Surveys & Estimation ~ Budget & Forecasting
~ Quality Control ~ Highway Design ~ Client Relationship
Management

Cognitive Traits

Processing Consistency, Planning Speed and Flexibility in Multitasking

Company Name: - M/s VRC Construction India Pvt Ltd, New Delhi.
Duration: - 28th Mar 2022 to till date.
Designation: - Highway Designer cum Project Coordinator (CIVIL)

Company Profile:
M/s VRC Construction INDIA Pvt Ltd, New Delhi, INDIA is an infrastructure development
company in New Delhi, India with its presence in various parts of the Country. My role
was involved in Design, Coordination of 06 (EPC & HAM) Road Projects. The following
is a selected minutia of the projects and my involvement.

List of key projects undertaken:

Project 01: Six Laning Of Aurangabad To Bihar – Jharkhand Border (Chordaha) Section
Of NH-2 From Km 209+827 To Km 249+525 (PKG-II) In The State Of Bihar Under
Bharatmala. Client: National Highway Authority of India, PIU-Sasaram.

Project 02 : Six- Laning Of Mandi Dabwali (Punjab/Haryana Border)- Chautala Road

Section From Proposed Mandi Dabwali Bypass (Design Ch. 27.400) To Chautala
(Design Ch. 62.200) Of Nh-54 Under Bharatmala Pariyojna (Design Length 34.800)
In The State Of Haryana Under Hybrid Annuity Mode. Client: National Highway
Authority of India, PIU-Hanumangarh

Project 03 : Four laning of Moga – Bajakhana (Lambwali) section of NH105B (fully

Greenfield Highway) from design chainage 0.000 to Ch.43.319 in the State of Punjab
on Hybrid Annuity Model. Client: National Highway Authority of India, (PIU, Bhathinda).

Project 04 : Construction/upgradation of two lanes with paved shoulders of NH- 911

from Sriganganagar to Raisinghnagar (Design Chainage -0.500 km to Design
Chainage 101.000 km) (length 102.076 km) under NH (O) on Hybrid Annuity Mode in
the State of Rajasthan (Package-1) Client: National Highway Authority of India, (PIU-
Hanumangarh)

Project 05 : Development of Memmadpur-Ambala Banur IT City Chowk-Kharar-

Chandigarh Corridor under BMP PckgI 6laning of Ambala-Chandigarh greenfield with
spur to Lalru 4Lane in Punjab on HAM-Design Ch0.000 to 25.000 Spur to Lalru-Design
Ch0.000 to 5.828 Client: National Highway Authority of India, (PIU-Ambala).

Project 06 : Proposed 6/4 lane greenfield highway of Sngariya -Rasisar section of NH-
754K as a part of Amritsar-Jamnagar Economic corridor under Bharatmala Pariyojna
Phase-1 Client: National Highway Authority of India, (PIU-Ambala).

Duties and Responsibilities: -

 Prepared preliminary design studies.
 Providing specialist direction on unusual or difficult engineering issues.
 Liaising with client representatives, detailed design consultant and contractors'
representatives during construction.
 Attending meetings with clients, detailed design consultant for approval on
detailed design/drawings.
 Carrying out site visits and giving practical as well as design advice to site staff
for difficulties in doing reinforced cement.
 Setting out project works in accordance with drawings & Specification.
 Ensuring that the complete design is delivered to the agreed budget.
 Evaluation of alternatives for construction schemes.
 Ensure quality of design documentation throughout the design process.
 Quality Assurance Plan and Implementation of the same for all CAD works
for Highway/Bridges design and production of Drawing.
 Preparing the Plan and Profile of Highway (Horizontal, Vertical Alignment
Report) with Carriageway Details.
 Preparation of detailed B.O.Q on the basis of architectural & structural
drawings and to rectify the B.O.Q. and drawing received from the consultants
and verify rates received from consultants.
 Assisting the team leading in preparing various technical reports.
 Regular meetings with the Consultant and their representatives to discuss
project progress, etc.
 Monitoring, Supervision and coordinating with Contractor, Consultants
(Highways and Structural).
 Verifying of Contractor / Sub contractor bills etc.
 Rate negotiation and preparation of work orders for Contractors / Sub-
Contractors.
 Prepare Inquiry/Quotation as per client requirement & finalizing order.
 Estimate Quantity of Civil & External Development works accurately.
 Verifying of Design & Drawing w.r.t. IRC codes & MORTH recommendations.
 Preparation of Documents like Organization Chart, Key Personals, Traffic
Management Plan, Quality Assurance Plan, Methodology, Work Programme
and Monthly Cash Flow etc.
 Modification in Highway Design and Drawing Pertaining to horizontal and
vertical alignment etc. As required during the execution of works.
 Responsible for Topographic Survey (DGPS, Total Station), Traffic Survey,
Benkelmen Beam Deflection Test, Axle load Survey, Trial pit Survey, Yardstick for
Pavement Condition.
 Coordinated design proposals with client.
 Pavement Design for all TCS.
 Ensure value engineering of projects.
 Pretender of projects for contractors. Allocate work to other members of team
in order to ensure delivery of design to quality, time and budget.
 Preparation of Estimation of Structures (Hume Pipe Culvert, Box Culvert, Slab
Culvert & Minor Bridges) for Pre-Tendering estimate.
 Supervise technicians, engineers and draftees and review and approve
designs, calculations and cost estimates.
 Coordination with the design and proof checking consultant for the design of
the various items of work and their subsequent approval from client.
 Supervision of construction involving all activities i.e. earth work, bituminous top,
culverts, road kerb, bridges.
 Interpretation of drawings, technical specifications and approving sub-
 contractors setting out details.
 Strict monitoring of compliance of contractors work programme and
deployment of resources.
 Assisted the HR department in recruiting junior staff by references and
conducting interviews.
 Hold project introduction meeting and ensure complete handover of relevant
documents to Authority.
 Conduct the pre-bid site visit.

Reconnaissance Survey:
A reconnaissance survey of the site was carried out to investigate hydrology and
hydraulics of cross drainage (bridges and culverts) and roadside drainage. These
investigations are primarily intended to examine the cross-drainage structures
corresponding to the design discharge, highest flood level (HFL) and methodology for
evaluating/computing design discharge, waterway, clear span, scour depth,
velocity, afflux, and roadside drainage for this road project.

The various data/information collected during the site visit are: -

 General idea about the topography of the project road and river/ stream
catchments.
 Information regarding the performance of the existing bridges during recent
critical flood years.
 Information regarding HFL/ FSL, LWL of rivers/ streams from local enquiry or
visible watermark on the bridges, piers, abutments, etc.
 Discharge and HFL data, to the extent feasible, from local offices of Central
Water Commission and concerned Irrigation Departments.
 Inventory Survey
 Existing kilometer age
 Terrain land use
 the width of pavement and shoulders
 the height of embankment
 geometric deficiencies
 important road junctions
 Misc. utilities
 other roadside features etc. were recorded

Pavement Condition Survey:

 Cracking (as a percentage of paved carriageway area)
 Raveling (as a percentage of paved carriageway area)
 Pothole (as a percentage of paved carriageway area)
 Rut depth, mm
 Edge drop, mm
 Topographical Survey
 Establishment of Main Control by DGPS Dual Frequency Receivers with PPStatic,
PP Kinematic, Real-Time Kinematic, GSM etc within accuracy within 5mm
 Horizontal axis & 10mm Vertical axis.
 Establishment of Subsidiary Control Points, Traversing (Closed & open) by
Electronic / Digital/Automatic Total Stations of accuracy 1” (Angular).
 Establishment of Height Control by Digital/Auto Level.
 Following features were recorded during detailing, in general:
 Carriageway crown, carriageway edges and two intermediate carriageway
points
 Roadway edges (shoulder break-points)
 Embankment toe-line
 Borrow pit/pond / ditch/toe drain profile, where present
 All break-points of natural ground
 Positions of individual entities such as trees, utility lines and poles, wells and tube
wells, other pillars like ROW etc.
 Property lines and structures (with description)
 Salient points on bridges and culverts (e.g. abutment, headwall, inverts level,
etc.)
 Additional survey as required for geometric improvements at bridge locations,
hydrological requirements and realignments.
 The data for each survey point was recorded in terms of Northing, Easting, and
Elevation. To ensure standardization of works of different survey teams and to
facilitate further CAD works, a rational coding system was developed and
used.

Traffic Survey:
Traffic surveys IRC: 9-1972 and IRC: 102-1988. were conducted at the site to estimate
the present and future traffic of the project road.

 Directional Classified Traffic Volume Count survey to derive the Average Daily
Traffic (ADT) and Annual Average Daily Traffic (AADT)
 24-hour axle load survey to assess the loading characteristics of goods vehicle
plying on the project road.
 Intersection Volume Count Survey
 Origin - Destination Survey
 Pedestrian count survey
 Accident Records
 Traffic Projection
 Determine the motorized and non-motorized traffic volumes along the corridor.
 Determine axle loads distribution and vehicle damage factor required for
pavement design.
 Determine the requirement of the number of lanes in the future years.
Determine the crust thickness based on the MSA calculation.

Benkelman Beam Deflection Survey:

The test has been carried out along the existing road for pavement condition survey.
In appendix, shown the rebound deflections measured using Benkelman Beam
method (as per IRC- 81:1997) and calculation of characteristic deflections which will
be required for overlay design.

Sub-grade Investigation:
Trial pits of size 1m x 1m were dug at the pavement shoulder interface at 0.5 km
interval, extending through the pavement layers down to the sub-grade level to
assess the following:

 Visual classification of soil

 Field density
 Field moisture content
 Atterberg Limits
 Existing pavement composition
 Available CBR

The results of field and laboratory investigations have been compiled in the form of
tables and figures and summarized in appendix. The factual results and the
corresponding interpretations will be instrumental to assess the actual scenario of the
existing road construction and will form a basis for the design of pavement structure.

Subgrade sampling has been carried out in accordance with IRC requirements strictly
adhering to sampling requirements. From each source pits of 1m x1 m were dug and
samples of 40 to 50 Kg are collected to establish the suitability of the material for
various layers namely embankment and sub grade. The samples thus collected were
subjected to following laboratory tests:

 Grain size analysis: As per IS: 2720(part 4)

 Atterberg limits: As per IS: 2720(part 5)
 Moisture-Density test (Heavy Compaction): As per IS: 2720(Part 8)
 CBR (Unsoaked, and 4 days soaked): As per IS: 2720(Part 16)

Quarry Material:
The material investigation for road construction material required to be carried out to
identify the potential sources of construction materials and to assess their general
availability, engineering properties and quantities. This is one of the most important
factors for stable, economic and successful implementation of the road program
within the stipulated time. The material investigation is quite representative, but more
exhaustive search may surely be explored by the contractors at the time of
construction. For improvement work as well as for new construction the list of materials
includes the following:

 Granular materials for sub-base works

 Crushed stone aggregates for base, bituminous surfacing and cement
concrete works
 Sand for bituminous and cement concrete works, sub-base, filter materials and
filling materials etc.
 Borrow earth / moorum materials for embankment, sub-grade and filling
 Source locations indicating places, kilometer age, availability and the status
whether in operation or new source.
  Access to source, indicating the direction and nature of the access road i.e.
left/ right of project road, approximate lead distance from the gravity center
and type of access road.
 Ownership of land/ quarries, either government or private.
 Test results, indicating the quality of materials with respect to their suitability in
construction.
 Probable use indicating the likely use of materials at various stages of
construction work i.e. fill material, sub-grade, sub-base, base, bituminous
surfacing and cross drainage structures.
 The potential sources of construction materials were selected from
consideration of the availability and suitability of the materials, easy access to
the source and minimum hauling distance from the source in order to make
the construction economical and feasible as far as possible.

Design & Drawing of the Projects: -

 Preparation and submission of Detailed Organization Chart, List of Equipment’s,
List of Key Personnel, Environmental Management Plan, Quality Assurance Plan,
Traffic Management Plan, Safety Measures and First AID, Detailed Construction
Work Program with Cash flow as per the Payment Schedules of the Contract
Agreement.
 Submission of Pavement Design Report (Rehabilitation and augmentation,
Reconstruction, Overlay, Realignment). i.e. [Flexible (Granular, Cemented Sub-
Base & Cemented Base)], Rigid Pavement, Design of Tie & Dowel bar.
 Submission of Typical Cross sections of the Project.
 Submission of Plan and Profile of Road, Flyover, Interchange, Trumpet Type
Intersection Improvement of the existing road geometrics within Right of way
with Detailed Horizontal Alignment report, Vertical Alignment Report, Details of
Extra Widening, Details of Superelevation, Working Cross sections @10m
intervals, Details of Cutting/Filling, Calculation of Earthwork, Signage plan with
detailed summary.
 Submission of Quantity of Earth Cutting/Filling for subletting the earthwork to
Sub-Contractors.
 Submission of Design and Drawing of Hume Pipe Culverts, Box, Slab, SVUP, LVUP,
VUP, CUP, PUP, ROB & Arch type Culverts for drainage.
 Submission of Design and Drawing of Minor bridge, Major Bridge (RCC/PSC post
and pre-tension)/Truss type Steel Girder. Max. 40M Span.
 Submission of Design and Drawing of Repairs and strengthening of bridges and
structures.
 Submission of Design and Drawing of Various Slope Protection Structures.
 i.e. Breast wall, Gabion wall, Retaining wall, Reinforced Soil Wall, Spoil bank,
Turfing or Seeding, Hydroseed, Mulching, Rockfall Prevention Fence and
Rockfall Prevention Retaining Wall
 Submission of Detailed Layout of Pavement Marking.
 Submission of Detailed Layout of rain water Harvesting Plan.
 Submission and approval of Detailed Layouts of Intersections and Grade
Separators.
  Submission and approval of Design & Drawing of Drainage
(Lined/Unlined/RCC/Load Bearing) with Drainage plan.
 Submission and approval of Detailed Layouts of View Points, Truck lay byes, Bus
bays, Bus shelters, Rest area, Toilet Block, Pedestrian Facilities & other way side
amenities.
 Submission and approval of Detailed Layouts of Landscaping and Tree
Plantation.
 Submission of Detailed Layouts of Road side Furniture.
 Submission and approval of Layout of Toll Plaza (3+3 Lanes) & (4+4 Lanes)
 with Advanced Traffic Management System (ATMS)
 Submission of Maintenance Manual.

Company Name: - M/s Shivalaya Construction Co Pvt Ltd, New Delhi.

Duration: 01st August 2017 to 27th March 2022
Designation: Dy. General Manager (CIVIL)

Company Profile:
M/s Shivalaya Construction Co Pvt Ltd is the largest infrastructure development
company in New Delhi, India with its presence in various parts of the Country. My role
was involved in Design, Coordination of 21 (EPC & HAM) Road Projects. The following
is a selected minutia of the projects and my involvement.

List of key projects undertaken:

Project 01: Widening And Upgradation To 2 Lane With Paved Shoulder
Configuration And Geometric Improvements From Km 8.000 To Km 65.000
(Package-1) On Aizawl-Tuipang Section (Package- 1) Of Nh-54 In The State Of
Mizoram With Jica Loan Assistance. Client: NHIDCL, Aizwal, Mizoram.

Project 02 : Widening of existing road to 2 lane NH standards along with improvement

and realignment from Potin to Pangin via Yachuli, Ziro, Daporizo, Aalong on NH-13 in
the State of Arunachal Pradesh under Arunachal Pradesh package of SARDP-NE
(Package- 7: Design chainage from Km 247.05 to Km 284.92)] Client: Ministry of Road
Transport & Highways (MoRT&H), Public Works Department, Govt. of Arunachal
Pradesh.

Project 03 : Construction of Six-Lane access-controlled highway (NH-152D) starting

from Junction with NH-334B (Charkhi Dadri-Jhajjar section) near Charkhi Dadri to
Junction with Rewari-Kanina road (SH-24) near Kanina [Ch. 165+000 to 200+000; length
35 km] on EPC Mode under Bharatmala Pariyojana in the State of Haryana. Client:
National Highway Authority of India. (PIU, Bhiwani Haryana).

Project 04 : Rehabilitation and Upgradation to 2 lanes with paved shoulder

configuration of Risod to Hingoli Section 2 of Malegaon Jahangir Shirpur Risod
Sengaon Hingoli Road Design Chainage from km. 44.22 to km. 97.45 in the State of
Maharashtra on EPC mode. Client: Ministry of Road Transport and Highways. RO
Mumbai (NH Division-Nagpur – MoRTH).

Project 05 : Construction and Upgradation of existing road to 2-lane with paved

shoulder from Km 399.000 to Km. 430.000 of Karanpyarag to Chamoli (Excluding Km
420.250 to Km 420.500 and Km 423.300 to km 423.650) of NH-07 under Chardham
Pariyojna on EPC basis in the state of Uttarakhand”. (Design Length – 28.80 Km). Client:
NHIDCL/R-J/NH-07/2018/Pkg-II.

Project 06 : Rehabilitation and Upgradation to two lane with Paved Shoulder from KM
531/250 to KM 597/946 (Kunkuri to CG/JH Border section) of NH-78 in the state of
Chhattisgarh under NHDP-IV through Engineering, Procurement & Construction (EPC)
basis. Client: National Highway Zone, Public Works Department, Raipur (C.G).

Project 07 : Reconstruction with geometric improvement of existing

single/intermediate lane to 2 lane with paved shoulders configuration from existing
km. 92.880 to km. 121.550 ofNH-125 in the state of Uttarakhand on EPC basis. Tanakpur
to Pithoragarh Road : Design Ch. 91.930 to 120.045 - 28.115km / Survey Ch, 92.880 to
121.550- 28.67 km of New NH-9 (NH- 125). Client: Ministry of Road Transport and
Highways, The CE (NH& Bridges) PWD Haldwani, Uttarakahnd.

Project 08 : Construction of two-Lane with hard shoulders of Chakabama Zunheboto

Road on EPC basis from existing Km 00.000 to Km 25.760 [Design Km. 00.000 to Km.
25.000] (Design Length - 25.00 Km) in the state of Nagaland under SARDP-NE. Client:
NHIDCL/Nagaland/CW/Chakabama-Zunheboto /0-25/2017.

Project 09 : Construction of two-Lane with hard shoulders of Chakabama Zunheboto

Road on EPC basis from existing Km 25.760 to Km 52.370 [Design Km. 25.000 to Km.
50.000] (Design Length - 25.00 Km) in the state of Nagaland under SARDP-NE. Client:
NHIDCL/Nagaland/CW /Chakabama-Zunheboto/25-50/2017.

Project 10 : Construction of two-lanning with paved shoulders Road under Package

HAM: Hybrid Annuity NAG 132 - Dist. Bhandara in the State of Maharashtra under MRIP
on Hybrid Annuity Mode. Client: Public Works Region (Public Works Region–Nagpur)
Public Works Division Bhandara.

Project 11 : Construction of two-lanning with paved shoulders Road under Package

HAM: Hybrid Annuity NAG 133 - Dist. Bhandara in the State of Maharashtra under MRIP
on Hybrid Annuity Mode. Client: Public Works Region (Public Works Region–Nagpur)
Public Works Division Bhandara.

Project 12 : Construction of two-lanning with paved shoulders Road under Package

HAM: Hybrid Annuity NAG 134 - Dist. Bhandara in the State of Maharashtra under MRIP
on Hybrid Annuity Mode. Client: Public Works Region (Public Works Region–Nagpur)
Public Works Division Bhandara.

Project 13 : Construction of two-lanning with paved shoulders Road under Package

HAM: Hybrid Annuity NAG 135 - Dist. Bhandara in the State of Maharashtra under MRIP
on Hybrid Annuity Mode. Client: Public Works Region (Public Works Region–Nagpur)
Public Works Division Bhandara.

Project 14 : Strengthening of existing pavement i/c paved shoulder from Km 299.000

to Km 320.320 of NH-39 (New- 02), Mao-Imphal Section (SH:- Km. 304.000 to Km.
318.840) in the state of Manipur”). Client: NHIDCL/DPR/Mao-Imphal.
Project 15 : Improvement/Widening to 2 Laning of Stretch from Khongsang to
Tamenglong of NH-137 in the State of Manipur under SARDP-NE on EPC basis. Client:
NHIDCL/DPR/Khongsang- Tamenglong/NH-137/Vol-IV.

Project 16 : Strengthening, Development to Four Lane with Service lane and Cycle
Track and Beatification of Vinod Bihari Chowk to Gol Building via Memco Chowk
Road, Dhanbad (Total Length KM 11.70 to KM 20.00). Client: SHAJ(State Highway
authority of Jharkhand).

Project 17 : Improvement of Riding Quality of Manoharpur- Anandpur- Bano-

Koleberia Road SH-04 from km 55.40 to 84.52 km (Total Length 29.120 km). Client:
SHAJ(State Highway authority of Jharkhand).

Project 18 : FOUR LANING FROM KM. 196.870 (SANKHA) TO KM. 219.600 (KHAJURI) ON
NH- 75 (SECTION-IV) (REHLA/GARHWA BYPASS) IN THE STATE OF JHARKHAND ON HAM.
Client: NHAI(National Highway Authority of India).

Project 19 : 4 laning of NH-98 from KM. 23.284 to KM. 57.00 in the State of Jharkhand
under Hybrid Annuity Mode. Client: NHAI(National Highway Authority of India).

Duties and Responsibilities: -

 Prepared preliminary design studies.
 Providing specialist direction on unusual or difficult engineering issues.
 Liaising with client representatives, detailed design consultant and contractors'
representatives during construction.
 Attending meetings with clients, detailed design consultant for approval on
detailed design/drawings.
 Carrying out site visits and giving practical as well as design advice to site staff
for difficulties in doing reinforced cement.
 Setting out project works in accordance with drawings & Specification.
 Ensuring that the complete design is delivered to the agreed budget.
 Evaluation of alternatives for construction schemes.
 Ensure quality of design documentation throughout the design process.
 Quality Assurance Plan and Implementation of the same for all CAD works for
Highway/Bridges design and production of Drawing.
 Preparing the Plan and Profile of Highway (Horizontal, Vertical Alignment
Report) with Carriageway Details.
 Preparation of detailed B.O.Q on the basis of architectural & structural
drawings and to rectify the B.O.Q. and drawing received from the consultants
and verify rates received from consultants.
 Assisting the team leading in preparing various technical reports.
 Regular meetings with the Consultant and their representatives to discuss
project progress, etc.
 Monitoring, Supervision and coordinating with Contractor, Consultants
(Highways and Structural).
 Verifying of Contractor / Sub contractor bills etc.
 Rate negotiation and preparation of work orders for Contractors / Sub-
Contractors.
 Prepare Inquiry/Quotation as per client requirement & finalizing order.
  Estimate Quantity of Civil & External Development works accurately.
 Verifying of Design & Drawing w.r.t. IRC codes & MORTH recommendations.
 Preparation of Documents like Organization Chart, Key Personals, Traffic
Management Plan, Quality Assurance Plan, Methodology, Work Programme
and Monthly Cash Flow etc.
 Modification in Highway Design and Drawing Pertaining to horizontal and
vertical alignment etc. As required during the execution of works.
 Responsible for Topographic Survey (DGPS, Total Station), Traffic Survey,
Benkelmen Beam Deflection Test, Axle load Survey, Trial pit Survey, Yardstick for
Pavement Condition.
 Coordinated design proposals with client.
 Pavement Design for all TCS.
 Ensure value engineering of projects.
 Pretender of projects for contractors. Allocate work to other members of team
in order to ensure delivery of design to quality, time and budget.
 Preparation of Estimation of Structures (Hume Pipe Culvert, Box Culvert, Slab
Culvert & Minor Bridges) for Pre-Tendering estimate.
 Supervise technicians, engineers and draftees and review and approve
designs, calculations and cost estimates.
 Coordination with the design and proof checking consultant for the design of
the various items of work and their subsequent approval from client.
 Supervision of construction involving all activities i.e. earth work, bituminous top,
culverts, road kerb, bridges
 Interpretation of drawings, technical specifications and approving sub-
contractors setting out details.
 Strict monitoring of compliance of contractors work programme and
deployment of resources.
 Assisted the HR department in recruiting junior staff by references and
conducting interviews.
 Hold project introduction meeting and ensure complete handover of relevant
documents to Authority.
 Conduct the pre-bid site visit.

Reconnaissance Survey:
A reconnaissance survey of the site was carried out to investigate hydrology and
hydraulics of cross drainage (bridges and culverts) and roadside drainage. These
investigations are primarily intended to examine the cross-drainage structures
corresponding to the design discharge, highest flood level (HFL) and methodology for
evaluating/computing design discharge, waterway, clear span, scour depth,
velocity, afflux, and roadside drainage for this road project.

The various data/information collected during the site visit are

 General idea about the topography of the project road and river/ stream
catchments.
 Information regarding the performance of the existing bridges during recent
critical flood years.
 Information regarding HFL/ FSL, LWL of rivers/ streams from local enquiry or
 visible watermark on the bridges, piers, abutments, etc.
 Discharge and HFL data, to the extent feasible, from local offices of Central
Water Commission and concerned Irrigation Departments.
 Inventory Survey
 Existing kilometre age
 Terrain land use
 the width of pavement and shoulders
 the height of embankment
 geometric deficiencies
 important road junctions
 Misc. utilities
 other roadside features etc. were recorded

Pavement Condition Survey:

 Cracking (as a percentage of paved carriageway area)
 Raveling (as a percentage of paved carriageway area)
 Pothole (as a percentage of paved carriageway area)
 Rut depth (mm), Edge drop (mm)

Detailed Topographical Survey:

 Establishment of Main Control by DGPS Dual Frequency Receivers with PP
Static, PP Kinematic, Real-Time Kinematic, GSM etc within accuracy within
5mm Horizontal axis & 10mm Vertical axis.
 Establishment of Subsidiary Control Points, Traversing (Closed & open) by
Electronic / Digital/Automatic Total Stations of accuracy 1” (Angular).
 Establishment of Height Control by Digital/Auto Level.
 Following features were recorded during detailing, in general:
 Carriageway crown, carriageway edges and two intermediate carriageway
points
 Roadway edges (shoulder break-points)
 Embankment toe-line
 Borrow pit/pond / ditch/toe drain profile, where present
 All break-points of natural ground
 Positions of individual entities such as trees, utility lines and poles, wells and tube
wells, other pillars like ROW etc.
 Property lines and structures (with description)
 Salient points on bridges and culverts (e.g. abutment, headwall, inverts level,
etc.)
 Additional survey as required for geometric improvements at bridge locations,
hydrological requirements and realignments.
 The data for each survey point was recorded in terms of Northing, Easting, and
Elevation. To ensure standardization of works of different survey teams and to
facilitate further CAD works, a rational coding system was developed and
used.
Traffic Survey:
 Traffic surveys IRC: 9-1972 and IRC: 102-1988. were conducted at the site to
estimate the present and future traffic of the project road.
 Directional Classified Traffic Volume Count survey to derive the Average Daily
Traffic (ADT) and Annual Average Daily Traffic (AADT)
 24-hour axle load survey to assess the loading characteristics of goods vehicle
plying on the project road.
 Intersection Volume Count Survey
 Origin - Destination Survey
 Pedestrian count survey
 Accident Records
 Traffic Projection
 Determine the motorized and non-motorized traffic volumes along the corridor.
 Determine axle loads distribution and vehicle damage factor required for
pavement design.
 Determine the requirement of the number of lanes in the future years.
Determine the crust thickness based on the MSA calculation.

Benkelman Beam Deflection Survey:

The test has been carried out along the existing road for pavement condition survey.
In appendix, shown the rebound deflections measured using Benkelman Beam
method (as per IRC- 81:1997) and calculation of characteristic deflections which will
be required for overlay design.

Sub-grade Investigation:
Trial pits of size 1m x 1m were dug at the pavement shoulder interface at 0.5 km
interval, extending through the pavement layers down to the sub-grade level to assess
the following:

 Visual classification of soil

 Field density
 Field moisture content
 Atterberg Limits
 Existing pavement composition
 Available CBR
 The results of field and laboratory investigations have been compiled in the
form of tables and figures and summarized in appendix. The factual results and
the corresponding interpretations will be instrumental to assess the actual
scenario of the existing road construction and will form a basis for the design of
pavement structure.
 Subgrade sampling has been carried out in accordance with IRC requirements
strictly adhering to sampling requirements. From each source pits of 1m x1 m
were dug and samples of 40 to 50 Kg are collected to establish the suitability
of the material for various layers namely embankment and sub grade. The
samples thus collected were subjected to following laboratory tests: Grain size
 analysis: As per IS: 2720(part 4) Atterberg limits: As per IS: 2720(part
5) Moisture-Density test (Heavy Compaction): As per IS: 2720(Part 8) CBR
(Unsoaked, and 4 days soaked): As per IS: 2720(Part 16)
Quarry Material:
The material investigation for road construction material required to be carried out to
identify the potential sources of construction materials and to assess their general
availability, engineering properties and quantities. This is one of the most important
factors for stable, economic and successful implementation of the road program
within the stipulated time. The material investigation is quite representative, but more
exhaustive search may surely be explored by the contractors at the time of
construction. For improvement work as well as for new construction the list of materials
includes the following:

 Granular materials for sub-base works

 Crushed stone aggregates for base, bituminous surfacing and cement
concrete works
 Sand for bituminous and cement concrete works, sub-base, filter materials and
filling materials etc.
 Borrow earth / moorum materials for embankment, sub-grade and filling
 Source locations indicating places, kilometer age, availability and the status
whether in operation or new source.
 Access to source, indicating the direction and nature of the access road i.e.
left/ right of project road, approximate lead distance from the gravity center
and type of access road.
 Ownership of land/ quarries, either government or private.
 Test results, indicating the quality of materials with respect to their suitability in
construction.
 Probable use indicating the likely use of materials at various stages of
construction work i.e. fill material, sub-grade, sub-base, base, bituminous
surfacing and cross drainage structures.
 The potential sources of construction materials were selected from
consideration of the availability and suitability of the materials, easy access to
the source and minimum hauling distance from the source in order to make
the construction economical and feasible as far as possible.

Design & Drawing of the Projects: -

 Preparation and submission of Detailed Organization Chart, List of Equipment’s,
List of Key Personnel, Environmental Management Plan, Quality Assurance Plan,
Traffic Management Plan, Safety Measures and First AID, Detailed Construction
Work Program with Cash flow as per the Payment Schedules of the Contract
Agreement.
 Submission of Pavement Design Report (Rehabilitation and augmentation,
Reconstruction, Overlay, Realignment). i.e. [Flexible (Granular, Cemented Sub-
Base & Cemented Base)], Rigid Pavement, Design of Tie & Dowel bar.
 Submission of Typical Cross sections of the Project.
 Submission of Plan and Profile of Road, Flyover, Interchange, Trumpet Type
 Intersection Improvement of the existing road geometrics within Right of way
with Detailed Horizontal Alignment report, Vertical Alignment Report, Details of
Extra Widening, Details of Superelevation, Working Cross sections @10m
intervals, Details of Cutting/Filling, Calculation of Earthwork, Signage plan with
detailed summary.
 Submission of Quantity of Earth Cutting/Filling for subletting the earthwork to
Sub-Contractors.
 Submission of Design and Drawing of Hume Pipe Culverts, Box, Slab, SVUP, LVUP,
VUP, CUP, PUP, ROB & Arch type Culverts for drainage.
 Submission of Design and Drawing of Minor bridge, Major Bridge (RCC/PSC post
and pre-tension)/Truss type Steel Girder. Max. 40M Span.
 Submission of Design and Drawing of Repairs and strengthening of bridges and
structures.
 Submission of Design and Drawing of Various Slope Protection Structures.
 i.e. Breast wall, Gabion wall, Retaining wall, Reinforced Soil Wall, Spoil bank,
Turfing or Seeding, Hydroseed, Mulching, Rockfall Prevention Fence and
Rockfall Prevention Retaining Wall
 Submission of Detailed Layout of Pavement Marking.
 Submission of Detailed Layout of rainwater Harvesting Plan.
 Submission and approval of Detailed Layouts of Intersections and Grade
Separators.
 Submission and approval of Design & Drawing of Drainage
(Lined/Unlined/RCC/Load Bearing) with Drainage plan.
 Submission and approval of Detailed Layouts of View Points, Truck lay byes, Bus
bays, Bus shelters, Rest area, Toilet Block, Pedestrian Facilities & other way side
amenities.
 Submission and approval of Detailed Layouts of Landscaping and Tree
Plantation.
 Submission of Detailed Layouts of Road side Furniture.
 Submission and approval of Layout of Toll Plaza (3+3 Lanes) & (4+4 Lanes)
 with Advanced Traffic Management System (ATMS)
 Submission of Maintenance Manual.

Company Name: M/s HN Business Consultant Pvt Ltd, New Delhi.

Duration: 01st April 2016 to 01st Jan. 2017.
Designation: Highway Design Engineer

Company Profile: -
M/s Hukato Naga Business Consultant is a professional services firm with South Korea
origins and a global footprint that provides high-quality consultancy services on major
infrastructure projects. My role was involved working on several high-profile projects.
I joined HNBC as Highway Engineer and with my performance was promoted as a
Highway Design Engineer. The following is a selected list of the projects and my
involvement: -
List of key projects undertaken: -
Project 01 : Consultancy service for preparation of Feasibility Study and Detailed
Project Report for Two Laning With Paved Shoulder of Peren - Dimapur Section of NH-
129A (63Km) from Km 18+400 to 56+700 of B-Jalukie to Dimapur Package-II in the State
of Nagaland on EPC Mode. Client: National Highways and Infrastructure
Development Corporation Limited (NHIDCL)

Project 02 : Consultancy service for preparation of Feasibility Study and Detailed

Project Report for Two Laning With Paved Shoulder of Kohima - Tuli Section of NH- 78
(32.7) from Km 40+000 to 72+700 of Package-I in the State of Nagaland on EPC Mode.
Client: National Highways and Infrastructure Development Corporation Limited
(NHIDCL)

Project 03 : Consultancy service for preparation of Feasibility Study and Detailed

Project Report for Two Laning With Paved Shoulder of Kohima - Tuli Section of NH- 78
(95.3) from Km 72+700 to Km 168+000 of Package- II in the State of Nagaland on EPC
Mode. Client: National Highways and Infrastructure Development Corporation
Limited (NHIDCL).

Project 04 : Consultancy service for preparation of Feasibility Study and Detailed

Project Report for Two Laning With Paved Shoulder of Kohima - Tuli Section of NH- 78
(17.2) from Km 168+000 to Km 185+200 of Package- II in the State of Nagaland on EPC
Mode. Client: National Highways and Infrastructure Development Corporation
Limited (NHIDCL).

Project 05 : Consultancy service for preparation of Feasibility Study and Detailed

Project Report for Two Laning With Paved Shoulder of Kohima - Tuli Section of NH- 78
(34.8) from Km 185+200 to Km 220+000 of Package- II in the State of Nagaland on EPC
Mode. Client: National Highways and Infrastructure Development Corporation
Limited (NHIDCL).

Duties and Responsibilities: -

 Assist in surveying work needed for design.
 Prepared preliminary design studies.
 Develop designs to satisfy technical specifications.
 Ensure quality of design documentation throughout the design process.
 Conduct technical analyses of survey and field data for the development of
topographic, soil, hydrological or other information and prepare reports.
 Designed and prepared engineering designs, plans, drawings, specifications,
and cost estimates.
 Assisted in the development of revised design and construction standards.
 Coordinated design proposals with the client.
 Ensure value engineering of projects.
 Pretender of projects for contractors. Allocate work to other members of team
in order to ensure delivery of design to quality, time and budget.
 Supervise technicians, engineers and draftees and review and approve
 designs, calculations and cost estimates.
 Assisted the HR department in recruiting junior staff by references and
conducting interviews.

Organization: M/s Top Survey India Pvt. Ltd. (Faridabad, Haryana)

Duration: 01st November 2016 to 01st April. 2017.
Designation: Trainee Engineer
Company Profile:
Top Survey India Pvt Ltd is one of the biggest infrastructure development companies
having global presence. As a trainee engineer, my role was to do planning and
monitoring of construction of road projects from the centralized regional office. My
role was involved in the following projects: -

List of Key Projects Undertaken:

Project 01 : Preparation & Digitization of unauthorized colonies under Municipal
Corporation, Faridabad in the state of Haryana. Client: Municipal Corporation
Faridabad (MCF)

Project 02 : Provided design and engineering consultancy for up-gradation of 2 lane

state highway to 4 lane with paved configuration of Meerut-Karnal section SH 82, Uttar
Pradesh on DBFOT pattern. Client: Abhijeet Projects Limited

Project 03 : Automatic Tunnel Monitoring System at Kashmiri Gate Metro Station, New
Delhi. Client: Delhi Metro Rail Corporation Ltd (DMRCL).

Project 04 : Automatic Tunnel Monitoring System at Chand-Pole Gate, Jaipur.

Client: Jaipur Metro Rail Corporation Ltd (JMRCL)

Duties and Responsibilities: -

 Responsible for planning, monitoring and scheduling of works at the Design
office.
 Preparation of claims for costs arising out of any deviation in the contract
conditions.
 Coordination with the design and proof checking consultant for the design of
the various items of work and their subsequent approval from client.
 Interpretation of drawings, technical specifications and approving sub-
contractors setting out details.
 Responsible for Topographic Survey (DGPS, Total Station), Traffic Survey,
Benkelmen Beam Deflection Test, Axle load Survey, Trial pit Survey, Yardstick for
Pavement Condition.
 Preparation of As Built drawings.
 Preparation of Details/Drawings Extra widening.
 Preparation of Detailed Rigid & Flexible Pavement Design Report.
 Design & Drawing of Breast Wall, Retaining Wall, Gabion Wall, Crash Barrier,
 Kerb Channel Drain, Drainage Spout.
 Layout of Toll Plaza, Admin & Sub-Substation Building.
 Design of Expansion joint, transverse joint & longitudinal joints, Drawing of
Junction, Design of Dowel Bar chair-case.
 Design & Drawing of Minor Bridges (GAD, Geotechnical investigation Report,
Hydraulics), Major Bridges (GAD, Design of Foundation, Pier, Abutment, Deck,
Girder(RCC, PSC)Factor of Safety Report), Hydraulics.
 Repair to old minor Bridges.

Professional Qualification: -
 2019-2021: Master Degree in Transportation Engineering from PTU University.
 (Name of Institute: Sri Sai College of Engineering & Technology, Pathankot,
Punjab- (74%)
 2010-2014: Full time Bachelor Degree in Civil Engineering from PTU University.
 (Name of Institute: Sri Sai College of Engineering & Technology, Pathankot,
Punjab- (60%)

Academic Qualification: -
2008- : Class 10th from National High School, Jammu. (JKBOSE)- 89%

2010- : Class 12th (Medical + Non-Medical) from S.R College, Jammu. (JKBOSE)- 60%

Certification: -
2013: Course in AutoCAD from CADD Centre, Jammu.

2015: Course in AutoCAD Civil 3D from CADD Centre, New Delhi.

2015: Course in MX ROAD from CADD Centre, New Delhi.

Expertise in following Computer Software Applied in the CIVIL

Engineering: -
AUTODESK AUTOCAD 2024
AUTODESK AUTOCAD WEB 2024
AUTODESK AUTOCAD ARCHITECTURE 2024
AUTODESK AUTOCAD MAP 3D 2024
AUTODESK VEHICLE TRACKING 2024
AUTODESK CIVIL 3D 2024
AUTODESK CIVIL 3D PROJECT EXPLORER 2024
AUTODESK CIVIL 3D GRADING OPTIMIZATION 2024
AUTODESK INFRAWORKS 2024
AUTODESK INFRAWORKS PROFILE OPTIMIZATION FOR INFRAWORKS 2024
AUTODESK REVIT 2024
AUTODESK DYNAMO STUDIO 2024
 GIS MAP3D-AUTOCAD 2024
ADOBE ACROBAT X1 PRO
KU-TOOLS FOR EXCEL
MS OFFICE 2021
MS PROJECT 2021
MS VISIO 2021
PLEX EARTH
TILE GENERATOR FROM GOOGLE EARTH
GLOBAL MAPPER
QGIS DESKTOP
ARC GIS
MAGNET TOOLS
CAD TOOLS
MX ROAD
OPEN ROAD CONCEPT STATION
GOOGLE MAPS
GOOGLE EARTH PRO
BING MAPS

Long familiar IRC Codes:

 IRC: SP-48-1998– Hill Road manual.
 IRC: SP-73-2007 Manual of Specification & Standard for Two Laning of Highway
with Paved Shoulder
 IRC: SP-73-2015 Manual of Specification & Standard for Two Laning of Highway
with Paved Shoulder
 IRC: SP-73-2018 Manual of Specification & Standard for Two Laning of Highways
with Paved Shoulder
 IRC: 56–1974-Recommended practice for treatment of embankment slopes
and erosion control
 IRC: 37-2012– Guidelines for the Design of Flexible Pavement (second revision)
 IRC: 81-1997- Guidelines for Strengthening of Flexible Pavement using
Benkelman Beam deflection technique.
 IRC: 79 -1981 – Recommended Practice for Road Delineator.
 IRC: SP- 41-Guidelines for the Design of at grade intersections in Rural and
Urban area.
 IRC: 38-1998 –Guidelines for Design of Horizontal Curves for Highways and
Design
 IRC:66-1976 – Recommended Practice for Sight Distance in Rural Highways
 IRC:67-2012 – Code of Practice for Road Signs
 IRC-SP-13:2004 Guidelines for the design of small bridges and culverts.
 IRC-5-2015 Section I, General Features of Design
  IRC-6-2014 Section II, Loads and Stresses
 IRC-18-2000 Design Criteria for P.S.C. Road Bridges
 IRC-21-2000 Section III, Cement Concrete (Plain & Reinforced)
 IRC-112-2011 Code of practice for Concrete Road Bridge
 IRC-22-2015 Section VI Composite construction
 IRC-24-2010 Section V Steel Road Bridge
 IRC-78-2014 Section VII, Foundations and Substructures
 IRC-83-2015 Section IX (Part I) Metallic Bearings.
 IRC-83-2015 Section IX (Part II) Elastomeric Bearings.
 IRC-83-2002 Section IX (Part III), POT Bearings
 IRC-89-1997 Guidelines for design and construction of river training works for
Road Bridges
 IRC-83-2015 Section IX (Part II) Elastomeric Bearings.
 IRC-83-2002 Section IX (Part III), POT Bearings
 IRC-89-1997 Guidelines for design and construction of river training works for
Road Bridges
 IRC: Special Report State of the Art: Landslide Correction Techniques. Sub-
Clause 7.3.6 and Sub-Clause 7.9

Professional Attributes
 Pricing, quoting and resourcing work.
 Writing accurate technical reports.
 Capable of defining and leading assignments.
 Always willing to help other less experienced team members with workloads.
 Supporting any procurement processes.
 Ability to efficiently utilize time.
 Assisting with competency appraisal processes for junior staff.
 Able to check the work of others & supervise less experienced or junior staff.

Personal Attributes
 Good communication, planning and organizational skills.
 Highly developed numeracy and computer literacy skills.
 Self-motivator and the ability to motivate others.
 Keeping up to date with industry best practice.
 Able to work on your initiative as well as being a team player.

Personal Dossier
Date of Birth : 28th May, 1993.

Father’s Name : Shri. Tilak Raj

Sex : Male
Nationality : Indian

Marital Status : Unmarried

Language known : English, Hindi

Permanent add. : R/o Jinder Kalan, Tehsil- R. S. Pura, Post Office- Dablehar,
Distt- Jammu, Pin- 181111, U.T-Jammu & Kashmir.

Salary Details
Current salary : 15.00 Lakh per Annum

Expected salary : 16.50 Lakh per Annum

Notice Period : 30 Days

Declaration:
I hereby declare that the information furnished herein is true to the best of my
knowledge and I fully confident that if an opportunity is extended to me, I can
shoulder the responsibility of higher nature in Civil Engineering, best to the
expectations of my superiors.

Mr. Akshay Gorka

Date: - 29th June, 2024

Place: - Delhi, India