I am a civil engineer with 10 years of experience designing highways and infrastructure projects in several countries. I have expertise in geometric design, pavement design, and producing design drawings and reports. My recent roles include designing highways in Qatar for a economic zone and Lusail City projects, involving preparation of cross sections, alignments, and junction designs.

1. Muhammad Anwar
Senior Roads and Highway Engineer
Resume
SUMMARY
I am a Civil Engineer with 10 years experience during which time I have worked on a variety of Major Highways or
Infrastructure projects in Pakistan, Afghanistan, Bangladesh, Nepal, and Qatar. In my career, I have Design experience
varies from urban roads to expressways in plains as well as in hilly terrain. Major areas of work experience includes
formulation of design standards taking into account national as well as international design practice, geometric design,
concept preparation of junction, Interchange design, widening scheme, bypass option study using GPS, utility relocation
plan, traffic control devices arrangement and diversion.
I am interested in Highway project particularly on large infrastructure projects, which will give me the opportunity to use my
abilities to the full while developing new skills. I am willing to relocate anywhere and also undertake frequent travel, if
required as part of my assignments.
EXPERIENCE
April 2014 - Present Senior Roads and Highway Engineer, WorleyParsons, Qatar
Key Project –
1-Detailed Master Planning of Qatar Economic Zone 3. ). Client: Manateq: Qatar Economic Zone 3 (QEZ3) is one of
three Economic Zones planned for development in Qatar. Qatar Economic Zone 3 (QEZ3) – 33.5 km² site adjacent to
Misaimed Industrial City (MIC) and the New Port Project (NPP). This project is focused on downstream industries. The
QEZ3 roads are mainly divided into four categories based on the functions of each road in the network. Categorizing the
roads into major arterials, major collectors, Commercial Boulevard and local roads supposed to help QEZ3 road user to
have e smooth and efficient mobility. The internal QEZ3 road network applied the principle of permeability to create a
highly connected road network which distributed traffic more evenly, improve efficiency, minimize congestion and provided
a flexible network for the management of traffic flows over the life of QEZ3 Project.
2-Pre-Contract Services of Lusail City Infrastructures and Highways for Qetaifan Island, Commercial Boulevard
and Water Front Commercial District (CP07-A, CP07-B, CP07-C, CP08; Client Lusail Real State and Development.
Activities Performed:
 Prepared the different typical cross sections for Arterial, Commercial Boulevard, Tunnel roads of different
levls,Collector and Internal Roads.
 Designed for different roads in accordance with Qatar Highway Design Manual and AASHTO Geometric
Design of Highways and Streets (2011).
 Prepared the grading plan of entire area of QEZ-3 (Qatar Economic Zone-3) and Qetaiifan Island.
 Designed of different Signalized or non-signalized junctions, interchanges, Underpasses of different stages of
road, Flyover, Roundabouts and Cul de sac for large 22.40m Interstate Semitrailer (AASHTO WB-20 industrial
Area and AAHSTO’s City Transit Bus for Lusail Project.
 Prepared the vertical profiles.
 Designed and Provided Laybys, bike track and Parallel Car and Truck Parking where it was required along the
the local, collector and arterial roads.
 Prepared design report, MTO and CRS for the QEZ-3 Project
 Designed the Flexible pavement of different above mentioned roads.
 Established working relationships and contact with client technical staff and project managers.
 Coordinate design activities and meetings between design staff, and client managers
 Participated in project decisions regarding technical approaches and scheduling performance
 Have strong written and oral communication skills and a team-oriented attitude.
 Assist project managers with other various tasks.
Jun 2012– March Senior Highway Design Engineer, Nippon Koi, Pakistan
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2. Muhammad Anwar
Senior Roads and Highway Engineer
Resume
2013
Key Project – Detailed Designing and Construction Supervision of Dasu Hydropower Project (4500 MW). Client:
Wapda and World Bank
M/s Nippon Koei, and Dollsar in association with Development Management Consultant, National Development consultant
and Pakistan Engineering Consultant were appointed as client representative for the Design and Construction Supervision
of Dasu Hydropower Project on Indus River at Dasu in Kohistan District of Khyber Pakhtunkhwa Province. The proposed
Dasu reservoir will extend to a length of about 74km.In the feasibility studies it was assessed that new reservoir will
submerge a 65km stretch of the existing Karakoram Highway (KKH) on left bank of river and 75 km of different access
roads on right bank will be submerged in Dasu reservoir, This will require relocation of existing road on higher levels.
In this context the under mentioned works were undertaken.
 The alignment of KKH (65km) at high altitude 975 to 1060m, finalization on topo survey maps of Survey of
Pakistan (SOP), and detailed survey in a corridor of 80 m width carried out.
 9 km access road for residential colony at an altitude of 220m higher from existing KKH was aligned.
 On right bank of Indus river, alignment of road from Komila town to Dam site(12km),Dam Site to Largani
(9km),Largani to Kandia (14km) and Kandia to Uttar Gah (17.8km), was conducted.
Activities performed:
The project encompasses different rural and urban roads, with variable width of 6m to 11m depending upon the terrain
which is flat, rolling as well as mountainous. I was responsible for pavement and geometric designing of above mentioned
road and performed the following activities:
 Prepared the typical cross section and Geometric design parameters
 Supervised the survey activities by deputing the team of junior engineers and advised on the necessary
amendments in survey.
 Conducted investigation and recorded observations, highlighted necessary discrepancies in survey and
incorporated amendments as per ground reality with the help of site surveyors.
 Prepared the typical cross section and Geometric design parameters.
 Prepared the surface models including triangulation and contouring (one meter minor contour interval and 5
meter major contour interval).
 Designed the preliminary horizontal alignment by keeping in view AASHTO design parameters (Design
Speed, Minimum radius, Minimum curve length, and Horizontal sight distance), Geological and geotechnical
information.
 Designed the preliminary vertical alignment by keeping in view AASHTO design parameters (Minimum curve
length, K value on Sag and Hog Curve, Stopping sight distance, Maximum grade and Maximum Grade Length),
Hydraulics and Hydrology data, pavement design and maximum reservoir level.
 Prepared the earthwork cross section on every 10 m intervals and to avoid high retaining structures, excessive
cut and fill, the levels and location of most feasible points were noted on every 10m interval.
 Readjusted the horizontal and vertical alignment on the basis of noted levels and locations on every 10 meter
intervals to make the design economical and viable for construction.
 Designed the super-elevation (tangent run out and runoff length) on every curve according to design speed
and maximum super-elevation limit (6.0%).
 Designed the toe line and embankment slopes on entire length of roads according to geotechnical and
geological report and then prepared earthwork cross for the cut and fill quantity.
 Marked the drainage structures on plan and profile. Height and length of retaining structures were observed
and marked on plan.
 Managed the drafting section in preparation of plan, profile and general drawings required for construction.
 Reviewed design and drafting works completed by junior colleagues for compliance with original design intent.
 Prepared the specification of different items used in road construction and then calculated the bill of quantity
for different items by using the technical specification manual.
 Advised and supported the Project Manager and the QA/QA Engineers on any technical design issues arising
from the projects.
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3. Muhammad Anwar
Senior Roads and Highway Engineer
Resume
Feb 2012 – May
2014
Highway Design Engineer, SMEC International, Afghanistan
Key Project – Gardendewal-Chagcharan Project Afghanistan. The project encompassed a 366km of road, with
variable width of 9m to 11m depending upon the terrain which was flat, rolling as well as mountainous. The assignment
included the detail design road network which comprised major roads and At-grade signalized junctions. The project
aimed at reduction of overall travel time and provision of comfort and high level of service to road users as well as
increase in the land value of the project area.
Activities performed:
Supervised the team of surveyors to carry out a detailed inventory survey of the road and detail topo graphic survey in
order to obtain information on alignment / width and condition of the road as well as to examine and report on the
condition of existing structures.
The assignment comprised extensive and intensive field and desk study. Major steps followed included:
 Used x,y,z coordinate data in Excel format in design software to generate 3-dimensional digital terrain (DTM)
model, on which the final design was based .Used this data to prepare the horizontal and vertical profile of the road
from which substandard horizontal and vertical locations were identified. Marked different locations where
realignment was required and additional survey works were implemented to enable sufficient data to be collected for
the detailed drawings. Designed road alignment for the Section 0 – 100km, generally following the existing
alignment and incorporating “minor” horizontal alignment corrections to eliminate poor standard curves or steep
vertical gradients and ensured that it will be across cleared agricultural land.
 At some locations, avoided an extremely steep gradient and substandard curve section (15-20% grade and
curve 15m radius. This realignment was across lightly grassed soil covered hills. The soil was weak and unsuitable
for agriculture.
 Proposed the alignment above the minimum requirements of the Afghanistan Interim Standard, Making of
significant deviations from the existing alignment in some locations. It was observed that by following the existing
alignment, it was not possible to provide the minimum radii criteria set out in the design standards
 After fixing the line of direction and design parameters, I designed the preliminary horizontal alignment by
keeping in view The Afghan Standards (Design Speed, Minimum radius, Minimum curve length, and Horizontal sight
distance) as well as Geological and Geotechnical study. After completing the preliminary design of horizontal
alignment, I designed the preliminary vertical alignment by keeping in view Afghan standards for vertical design
parameters (Minimum curve length value on Sag and Hog Curve, Stopping sight distance, Maximum grade and
Maximum Grade Length), Hydraulics and Hydrology data, pavement design.
 In order to prepare the earthwork cross section, the level and location of most feasible point was noted on
sections of every 20m interval to avoid high retaining structures and excessive cut and fill.
 I redesigned the horizontal and vertical alignment on the basis of noted levels and locations on every 10 meter
intervals to make the design economical and viable for construction then I designed the super-elevation (tangent run
out and runoff length) on every curve according to design speed and maximum super-elevation limit (6.0%).After
computing the super-elevation on every desired curve ,I provided the widening to facilitate the tracking of larger
vehicles ensuring that there was enough width for two design vehicles to pass each other on a sharp curve without
colliding.
 While applying different cut slopes on different materials as in above mentioned table, prepared earthwork
cross section for the cut and fill quantity. Subsequently introduced the drafting section in preparation of plan, profile,
general drawings, and general detailing on plan and profile drawings required for construction.
 After completing the Geometric design, I managed the plan for road marking in accordance with Afghanistan
Interim Standard. Where available information was not enough.
 Established the location of no-overtaking lines based on the MUTCD method.
Feb 2010– Jan
2012
Highway Specialist / Design Engineer, SMEC International, Bangladesh
Key Project – Padma Multipurpose Bridge Project Bangladesh. The Padma Multi-purpose Bridge is a multi-faceted
mega project, located 40km southwest of Dhaka. The project includes a 6km wide bridge on Padma River, Major River
training works, 62km of approach roads, bridge-end facilities including toll plazas, service areas and offices. The Padma
River divides the southwest of Bangladesh from the rest of the country. The Padma Bridge contributes significantly
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4. Muhammad Anwar
Senior Roads and Highway Engineer
Resume
towards facilitating the social, economic and industrial development of the southwest zone, which encompasses
Bangladesh’s second major port, its third main city and an important inland port.
Activities performed:
I designed the preliminary horizontal alignment of the main 7km bridge, 62km approach road by keeping in view
Bangladesh Bridge and geometric Standards. After completing the preliminary design of horizontal alignment merits and
demerits of alignment were discussed with Structure Engineer, River training, environmentalist and Social Experts
.Necessary amendments were made in the design to render it most economical, viable and safe design. Infact all
endeavors were made to render the design most practicable and perfect.
Final vertical profile of selected route was designed by keeping in view Bangladesh standards for vertical design(Minimum
curve length ,K value on Sag and Hog Curve, Stopping sight distance, Maximum grade and Maximum Grade Length),
highest flood level of river and cross drainage structures of approach road.
One of the notable challenges posed at the commencement of the project was time limitation. The entire designing
including the collection of vital data from primary/secondary sources, data analysis, field studies, and consultation with
experts of related fields, culinary to submission of final report was desired to be completed in a span of 9 month. However,
by chalking out a workable schedule, due planning of design activities, including site visits, meeting/discussion with stake
holders, geometric designing, preparation of design drawings and finalization of design report, was accomplished
successfully before time, which earned me due appreciation from the Project Manager. It was noted by the Project
Manager that quality of work conformed to the internationally recognized quality, to the satisfaction of Bangladesh
Government and donor authority.
April 2008 – Jan
2010
Highway Design Engineer / Civil Design Engineer, EGC-SMEC International, Nepal
Key Project – West Seti Hydropower Project; funded by World Bank. 74 Km hilly areas approach road to Seti
hydropower project involved high expertise in designing. Design review of different access roads from urban areas to Dam
Axis.
Activities performed: Detailed design of the road was carried out by another local consultant and the task which was
given to me, to review the design with all respects. Though the magnitude and scope of work was not that big yet it was a
challenge that to minimize the cost by reducing cut and fill quantities as well as to check the design from safety and
economical point of view. Initially a site visit along with senior experts was undertaken and various discrepancies in design
as per site were observed for further amendments to render the design more safe and economical. Design of the alternate
route on different locations was prepared and cost worked out. It followed marking of critical points on vertical alignment
and preparation of different options to minimize the cut and fill. A comparison with previous design revealed that most of
the locations were more economical and safe within the AASHTO 2004 geometric design parameters.
Mar 2005 – Mar
2010
Assistant Civil Engineer, EGC-SMEC International, Pakistan
Key Project – Rehabilitation of Earth Quake Damaged Road from Muzaffarabad to Chakhoti Road. (Road Length
56 Km in Hilly area). Existing width of this road was 5.2 m and design width was 11.8m. Most of part of this road was
totally damaged after earth quake.
Activities performed:
Supervised the existing road survey at site and it was the first very task of my career which was taken as a challenge. I
supervised activities like establishing the control points and traversing,. Following a lesson learnt in past that traversing
plays very important role in precession of the survey, Checked the accuracy of the traverse from start to end and then
back from end to start. After successful completion of the survey, got the chance to work in design office. Assisted senior
design team in following activities.
 Prepared for the surface models including triangulation and contouring.
 Prepared of Geometric design of road on Eagle Pont Point (Road Calc) software.
 Prepared of flexible Pavement Design by using AASHTO pavement design Manual 1993 and UK Road
Note31.
 Prepared of Intersection design (Trumpet Junction and Cloverleaf junction).
 Prepared of Bill of Quantity and Engineer’s Estimate.
 Prepared of technical specification and Tender documents.
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5. Muhammad Anwar
Senior Roads and Highway Engineer
Resume
 Prepared design drawings using AutoCAD software;
 Assist in correspondence with client and contractor.
Other Projects:
 Baluchistan Road Development Sector Project - Debery to Roghni Road (100 Km), Pakistan. Client:
Government of Baluchistan.
 Kabul Urban Road Improvement Project (road length 75 km), Afghanistan. Client: M.P.W Afghanistan and
UNDP
 Kabul Urban Road Rehabilitation Project (Road length 50 km), Afghanistan. Client: M.P.W Afghanistan and
UNDP
 Reconstruction of Punjab Road from Midranja to Ahmad Nagar (road length 50 km), Pakistan. Client:
Communication and Works Department
 Baluchistan Road Development Sector Syed Hamid Crossing to Gulistan (30 Km hilly area), Pakistan. Client:
Government of Baluchistan.
 Rehabilitation of N5 from Sahiwal to Michanu Road (road length 106 km), Pakistan. Client: National Highway
Authority
 Design of N5 Intersections (Chechawatni, Harappa, Iqbal Nagar, Sahiwal) By Passes, Pakistan. Client:
National Highway Authority.
 Rehabilitation of Earth Quake Damaged Road from Muzaffarabad to Chakhoti Road. (Road Length 56 Km in
Hilly area).
 Design of Signalized and grade separated junctions National Highway (N5) Gujranwala, Gujrat Bypass (Khiali
Intersection, Alam Intersection k, Ali Pur Intersection,Shaheen Intersection and Haryawala Chowk ,Trumpet
Intersection on Chan da Qilla Interchange of M2 Motorway
EDUCATION
Msc Trasnportation Engineering 2012
B.SC. Civil Engineering, B.Z. University, Multan, Pakistan, 2005 (Grade-A)
REGISTRATIONS/AFFILIATIONS
2006 Pakistan Engineering Council-(Membership No.Civil /25816).
2007 Life-Member “Pakistan Engineering Congress - (Membership No Civil-4608).
2009 Life Member -Institute of Professional Engineers-(Membership No –M-17070/LHR-4611).
SPECIFIC TECHNICAL EXPERTISE/SPECIALIST COURSES
Computer Skills
 Mx Road V8I.
 12d 9th
version.
 Civil 3D( 2014).
 Eagle point 2009 (Road Calc).
 AutoCAD 2014
 Pavement Calc. (used for pavement design).
 MS-Office (word, excel, power point, Ms Project).
Personal Information
Mobile: + (974) 66446277,
Email:anwarchoudhry5483@hotmail.com
Official Email: Mohammad.Anwar@worleyparsons.com
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6. Muhammad Anwar
Senior Roads and Highway Engineer
Resume
 Prepared design drawings using AutoCAD software;
 Assist in correspondence with client and contractor.
Other Projects:
 Baluchistan Road Development Sector Project - Debery to Roghni Road (100 Km), Pakistan. Client:
Government of Baluchistan.
 Kabul Urban Road Improvement Project (road length 75 km), Afghanistan. Client: M.P.W Afghanistan and
UNDP
 Kabul Urban Road Rehabilitation Project (Road length 50 km), Afghanistan. Client: M.P.W Afghanistan and
UNDP
 Reconstruction of Punjab Road from Midranja to Ahmad Nagar (road length 50 km), Pakistan. Client:
Communication and Works Department
 Baluchistan Road Development Sector Syed Hamid Crossing to Gulistan (30 Km hilly area), Pakistan. Client:
Government of Baluchistan.
 Rehabilitation of N5 from Sahiwal to Michanu Road (road length 106 km), Pakistan. Client: National Highway
Authority
 Design of N5 Intersections (Chechawatni, Harappa, Iqbal Nagar, Sahiwal) By Passes, Pakistan. Client:
National Highway Authority.
 Rehabilitation of Earth Quake Damaged Road from Muzaffarabad to Chakhoti Road. (Road Length 56 Km in
Hilly area).
 Design of Signalized and grade separated junctions National Highway (N5) Gujranwala, Gujrat Bypass (Khiali
Intersection, Alam Intersection k, Ali Pur Intersection,Shaheen Intersection and Haryawala Chowk ,Trumpet
Intersection on Chan da Qilla Interchange of M2 Motorway
EDUCATION
Msc Trasnportation Engineering 2012
B.SC. Civil Engineering, B.Z. University, Multan, Pakistan, 2005 (Grade-A)
REGISTRATIONS/AFFILIATIONS
2006 Pakistan Engineering Council-(Membership No.Civil /25816).
2007 Life-Member “Pakistan Engineering Congress - (Membership No Civil-4608).
2009 Life Member -Institute of Professional Engineers-(Membership No –M-17070/LHR-4611).
SPECIFIC TECHNICAL EXPERTISE/SPECIALIST COURSES
Computer Skills
 Mx Road V8I.
 12d 9th
version.
 Civil 3D( 2014).
 Eagle point 2009 (Road Calc).
 AutoCAD 2014
 Pavement Calc. (used for pavement design).
 MS-Office (word, excel, power point, Ms Project).
Personal Information
Mobile: + (974) 66446277,
Email:anwarchoudhry5483@hotmail.com
Official Email: Mohammad.Anwar@worleyparsons.com
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