3. s.m. moniruzzaman - formatted

CV of S.M. MONIRUZZAMAN

Design Review and Construction Supervision of Multi-Lane Road Tunnel under the River Karnaphuli, Chittagong of 6

Form 5A8 Curriculum Vitae (CV) for Proposed Professional Staff

1. Proposed Position : Tunnel Design Engineer

2. Name of Firm : ACE Consultants Ltd. - Bangladesh3 Name of Staff : S.M. MONIRUZZAMAN

4 Date of Birth : 12th January 1976 Nationality: Bangladeshi

5. Education : Institution Degree YearRajshahi University of Engineering andTechnology (RUET), Bangladesh

Bachelor of CivilEngineering

2001

6. Membership in ProfessionalAssociations

: Fellow, Institution of Engineers, Bangladesh, F-11560.

7. Other Trainings : Staad.pro, Midas Civil, Etabs, SAP, CSI bridge, SAM Microsoft Office, excel &PowerPoint, Microsoft Project, CPM, PERT & AutoCAAD.

Structural Analysis and design of 2 lane tunnel, (Carriage way width 7.3m with 3mfor ancillary facilities).

A study of Foundation on soft soil. Training Course on Auto CAAD and Excel organized by Finn Road 2001 Pile capacity for different types of subsoil strata. Checking stability of slip circle for earthen embankment. Multi-cell Box culverts with skew angle (Analysis, design & bar schedule) as per

AASHTO & BS 5400. Balanced Cantilever reinforced concrete bridge including abutment & pier as per

AASHTO Pre-stressing of M-beam (pre-tension), T-beam, I-beam, U-beam & Cast-in-situ

post-tension pre-stressed concrete deck (of Multi-girder system) as per AASHTO,BS. 5400 & Indian Road Congress (IRC) code (including Elastomeric bearing).

Abutment & Wing walls with Skew angle (Analysis, design, & bar schedule) as perAASHTO & BS 5400.

Various types of Pier frame (Analysis design & bar schedule) as per AASHTO & BS5400. Familiar with BS8110

Reinforcement design of rectangular & circular section considering Steel Bridge with plate girder, steel Foot over Bridge analysis and design as per

British Code and American Code.

8. Countries of WorkExperience

: Malaysia, Bangladesh.

9. Languages : Language Spoken Reading WritingEnglish Excellent Excellent ExcellentBengali Excellent Excellent Excellent

10. Employment Record :

From (Year) To (Year) Employer Positions heldJan 2014 Date SMEC-ACE , Bangladesh Senior Structural Design EngineerJul 2012 Dec 2013 MMSB Consult SDN BHD, Malaysia Senior Structural Engineer, BridgeJan 2011 Jun 2012 Local Government Engineering Department (LGED) Bridge & Ghat Design Engineer (Individual

Consultant)Oct 2008 Dec 2010 Minconsult Ltd, Malaysia. Joint venture with Modern

Engineers and Planners Consultants Ltd.Senior Engineer

Nov 2006 Sep 2008 Maunsell-AECOM Ltd., (New Zealand). in associationwith HB Consultants Ltd. Bangladesh

Structural Engineer

Aug 2005 Oct 2006 National Engineering Services Pakistan in associationwith Modern Engineers Planners Consultants Ltd,Development Planners & Consultants & Khaled &Partners Ltd (KPL).

Office Engineer

Jun 2004 Jul 2005 Orient Trading and Builders Ltd. Project Engineer / Structural Engineer/



Quantity and Cost Survey EngineerJanuray2001

May 2004 Finnroad Limited, (Finland) in Association with DeshUpodesh Limited, DEV Consultant Ltd. & TechnoPlanners Ltd.

Road Safety Design Engineer

11. Detailed Tasks Assigned 12. Work Undertaken that Best Illustrates Capability to Handle the Tasks Assigned

XXXXXXX Name of assignment or project: Coastal Climate Resilient Infrastructure Project (CCRIP)Year: April 2015 To PresentLocation: DhakaClient: Local Government Engineering Department (LGED)Main project features: Design, Construction and supervision of Roads, Bridgses and water frontstructures (Ghat & Jetty).Position held: Senior Bridge Design Engineer.Activities Performed: Responsible for Structural analysis and design of Precast Post TensionedI Girder, Span (30m to 60m), reinforced concrete T girders. Abutment height 4.5m to 9m.Substructure consists of hammerhead X-heads, Portal frames and pile projected piers.Cast in Situ Pile dia 800mm to 1200mm.14 numbers bridges analysis and design have been done at the locations of Brguna, Patukhali,Bhola and Barishal districts. Software used MIDAS Civil, Staad.pro, CSI Bridge and excelspreadsheets.

Name of assignment or project: Construction of Moghbazar Mouchak Flyover PrpjectYear: Jan 2015 To April 2015Location: DhakaClient: Local Government Engineering Department (LGED)Main project features: Construction of Moghbazar Mouchak Flyover.Position held: Structural Design SpeceialistActivities Performed: Responsible for the design review of Superstructure for the constructionof 8.0km flyover. Analysis and design of hammerhead pier cap, pier pile and pile cap. Pile diavaries from 800mm to 1200mm. Height of pier varies from 5.0m to 21.0 m. Rectangular pier2.4mx 2.4m, 2.4m x 3.86m. Pile cap thickness 1.5m to 1.8m. Superstructure consists ofSegmental post tensioned box girder 36m+36m+36m straight module, Post Tensioned I Girder26m to 36.0m. Software used MIDAS Civil, Staad.pro, CSI Bridge and excel spreadsheets.

Name of assignment or project: Detail Engineering Design Work for Bus Rapid Transit Line-3corridor in Dhaka.Year: Jan 2014 to December 2015Location: DhakaClient: Dhaka Transport Coordination AuthorityMain project features: Detailed Engineering Design work for 22.5 KM Bus rapid transit line.Position held: Senior Structural EngineerActivities performed: Responsible for structural analysis and design of tunnel 7.3m carriageway width with 3 m hard shoulder and drainage facilities (1.2 Km) for the approval from the worldbank at the junction of Kakrail and Shantinagar. Responsible for Superstructure and Substructure analysis and design of 4Km Highway Flyover. Superstructure consists of RCC slabDeck, Post Tensioned AASHTO Type Bulb T Beam and Post Tensioned Segmental Box Girder..The Precast segment length varies from 2.8m to 3.0 m. Camber of post tensioned box girder hasbeen carried out by the MIDAs Civil software.. In Special crossing Post tensioned Balancedcantilever method has been carried out of upto 90m span length. Pier Height was 8m to 20m. PotBearing and Elastomeric bearing has been used, Cantilever Crosshead, Hammer Head Crosshead and Portal Pier has been analysis and designed.Software used Staad.pro for longitudinal analysis. Longitudinal analysis carried out as a linebeam and Transverse analysis. Design has been done by using spreadsheets. Section capacityhas been checked by SAM software. The camber has been Checked by MIDAS civil Software.A several numbers of group pile has been analyzed and designed (2 group piles to 25 grouppiles). Pile dia varies from 900mm to 1500 mm. Structural analysis and designed of pile cap.Checking reinforcement and following the procedure of ISO.3 Numbers 4 storied Bus Depot have been analysis and design, Depot area including parkingfacilities have been varies from 1.5 hectre to 5 hectre.16 Numbers station design for the passenger to avail the bus facilites.20 Numbers steel footover have been analysed and design.20 Numbers underpass has been analysed and design.The progress of the analysis and design has been reporting to the international structural



engineer.Name of assignment or project: Light Rail Transit Project (LRT) / Metro Rail Project – 18 KMLong Elevated Ampang line extension Railway Project.Year: Nov 2012 To Dec 2013: 13 monthsLocation: Kualalmpur MalysiaClient: Syarikat Prasarana Negara Berhad, Kualalmpur MalysiaMain project features: LRT Ampang (AMG) Line Extension.Position held: Senior Structural Engineer, BridgeActivities performed: Responsible for Superstructure and Sub structure analysis and design.Superstructure consists of Prestressed Post Tensioned and Pretensioned U Beam & PostTensioned Segmental Box Girder. Structural Design has been carried out by Using Dead Load,Super imposed Dead load, Train Load, Hunting Load / Centrifugal load, Seismic Load, WindLoad creep and shrinkage loads. The Precast segment length varies from 2.8m to 3.0 m. Camberof post tensioned box girder has been carried out by the MIDAs Civil software. Below 30m spanlength prestress pretension beam and above 30m span Post Tensioned Prestressed beam hasbeen considered. In Special crossing Post tensioned Balanced cantilever method has beencarried out of upto 90m span length. Pier Height was 10m to 20m. Pot Bearing and Elastomericbearing has been used, Cantilever Crosshead, Hammer Head Cross head and Portal Pier hasbeen analysis and designed.Software used Staad.pro for longitudinal analysis. Longitudinal analysis carried out as a linebeam and Transverse analysis. Design has been done by using spreadsheets. Section capacityhas been checked by SAM software. The camber has been Checked by SAM Software.Rail Structure interaction and Longitudinal effect of force for the fixed and free supports has beenanalyzed by MIDAS Civil Software.A several numbers of group pile has been analyzed and designed (2 group piles to 25 grouppiles). Pile dia varies from 900mm to 1500 mm. Structural analysis and designed of pile cap.Checking reinforcement and following the procedure of ISO.Name of assignment or project: KESAS Elevated U-turn Project (1.5 Km Long 4 lane HighwayBridge).Year: July 2012 to Nov 2012: 5 monthsLocation: Lebuh Raya Shah Alam, MalaysiaClient: KESAS Sdn Bhd, Kerajaan MalaysiaMain project features: Structural Design and Supervision of Highway Bridges.Position held: Senior Structural Engineer, BridgeActivities performed: Responsible for Superstructure and Sub structure analysis and design.Superstructure consists of RCC multi celluler Box Girder for the 30 m radius curved portion,Length of the curve bridge was 150 m. Post Tensioned Prestressed U Beam considered for thestraight portion of the Bridge. Span Length varies 25m to 40m. Pier Height was 10m to 15m. PotBearing and Elastomeric bearing has been used, Cantilever Crosshead, Hammer Head Crosshead and Portal pier has been analysis and designed.Software used Staad.pro for longitudinal analysis. Longitudinal analysis carried out as a linebeam and Transverse analysis. Design has been done by using spreadsheets. Section capacityhas been checked by SAM software. The camber has been Checked by SAM Software.

Name of assignment or project: Rural Infrastructure Development Project: Greater Dhaka, Tangail and Kishoreganj Districts.Year: Jan 2011 to Jun 2012: 18 monthsLocation: BangladeshClient: Local Government Engineering Department (LGED)Main project features: Structural Design and Monitoring of progress by PERT-CPM method and quality of construction works forBridges and waterfront structures.Position held: Bridge & Ghat Design Engineer – Individual ConsultantActivities performed: Responsible for Structural Design, Site visit to ensure that the highway bridge work to be done in suitablelocation, Bar Bending Schedule and top supervision of 100 m Bridge on Isamati River, Sirajdikhan, Munshiganj, Span Length 20mRCC T Girder Bridge, Counterfort Abutment 9 m Height,80 m RCC T Girder Bridge on Norsunda River, Kishoreganj, Counterfort Abutment 8 m Height.125 m Prestressed Concrete Bridge at Banjarampur, Komilla, Prestressed Girder Length 25 m., Counterfort Abutment 9 m Height,Pier Height 10 m, round pier 1200 mm dia125 m Prestressed Girder Bridge at Anowara District, Chittagong, Abutment height 5 m, Pier Height 10m.160 m Prestressed Girder Bridge at Manikganj District, Pier Height max – 12 m, Counterfort Abutment Height 9 m with slopeprotection works.All Model and analysis have been done by MIDAS Civil and by using STAAD.pro and CSI Bridge -15.Name of assignment or project: Construction of Loop Saidabad Side of Khilgaon Flyover Project.Year: Feb 2010 to Dec 2010: 11 monthsLocation: Bangladesh



Client: LGEDMain project features: Construction of 750m Flyover LoopPosition held: Design EngineerActivities performed: Responsible for structural design of 720m long Flyover, Cast in place Slab Deck, Post tensioned precast Pre-stressed girder Deck, Continuous Hollow Box Girder Deck by AASHTO LRFD-2007 Specifications using computer aided softwareSTAADPro MIDASCivil, SAP2000, RM Bridge & EXCEL spread sheet( Self made prog.)Structural design of elastomeric bearings,Hammer head Pier cap, pier, pile cap, cast in place pileMain feature of this design were :Continuous box Girder Length varies from 44.0m to 51.0m, Carriageway width 5.5m to 7.3 m.Post tensioned precast pos-tensioned deck; length varies from 25.0m to 30.0m. Carriage way width 5.5 to 7.3 m.Slab Deck length varies from 10.0m to 17.0m, Carriageway width 5.5m to 7.3 meter.,Monitored the progress of work in PERT-CPM method.Name of assignment or project: Architectural and Structural design in connection with the project “Construction of infrastructurefacilities on evicted foreshore land under Dhaka, Narayanganj and Tongi river port area” funded by ADB.Year: Sep 2009 to Jan 2010: 5 monthsLocation: BangladeshClient: BIWTAMain project features: Construction of infrastructure facilities on evicted foreshore land under Dhaka, Narayanganj and Tongi riverport area.Position held: Design EngineerActivities performed: Structural Design construction supervision of sidewalk on pile and on existing grade, RCC steps, culverts,medium span bridge over various location, pile, pile cap, RCC retaining wall, waiting shed, passenger shed, boundary wall, quay wallslope protection work, storm water drainage work, guide bank under Dhaka, Narayanganj and Tongi river port area. Design of As builtstep for the design of foreshore land.Responsible to guide 56 persons team for the Traffic count survey, Pedestrian count survey, Visual occupancy survey under ADBguidelines.Name of assignment or project: Clean Air and Sustainable Environment (CASE) Project funded by World bank.Year: Oct 2008 to Aug 2009: 11 months.Location: BangladeshClient: Dhaka City CorporationMain project features: Construction and up gradation of Roads, Footpath, Drainage and Foot over bridges in Dhaka city.Position held: Design EngineerActivities performed: Structural design and construction supervision of 30 numbers prefabricated steel Foot over Bridge in thevarious locations of the Dhaka City Corporation area. Storm water drainage, Rectangular RCC drain and deep drain, footpath. Laneseparation etc.Name of assignment or project: Chittagong Port Trade Facilitation Project, Chittagong financed by Asian Development Bank (ADB).Year: Nov 2006 to Sep 2008: 23 monthsLocation: BangladeshClient: Chittagong Port AuthorityMain project features: Structural Design and Supervision of Roads, Steel & RCC Bridges oily waste Treatment Plants, Drainage andBuildings.Position held: Structural EngineerActivities performed: Responsible for structural design, subsoil investigation, hydrological data collection and analysis, supervision,Quantity and Cost estimates, quality control, Material test, Preparation of Inception Report, Progress Report, Shop drawing, CostEstimate, Monitored the progress of work in PERT-CPM method.Package No.CPA-05: Construction Of Port Service Road And Third Bridge Over Mahesh Khal,RCC continuous I Girder Bridge (120 m long)- AASHTO LRFD specification, Pile foundation ( 750 mm dia under abutment cap and900 mm dia under pier cap), structural design of abutment, Load Test on Pilot Pile and service Pile, storm water drain ( depth 2.6 to3.2 m). Earth works, Asphalt Road 12 km, double lane (7.3 m pavement with 1.5m soft shoulder each side),Package No. CPA-04: Reconstruction/Upgrading Of Internal Roads, Including Bridge Between CCT & GCB and Gate ControlEquipmentComposite steel Girder Bridge over Mahesh Khal, (110m), slope protection work, structural design of Steel I-girder, Web, Flange, Nut-Bolt, splice, Stiffener etc. Monitoring Load test on pilot pile and service pile.Gateway Complex, Weigh Scale, 6 lane rigid pavement, Admin Building (6 storied), Asphalt Road, Pile foundation, Load Test on PilotPile and service Pile etc.Package No. CPA-03; Construction Of Facilities For Environmental Management of Oily Waste Mild steel circular oily waste receptiontank ( 400 cum capacity ) including pile foundation ( 450 mm dia. cast in situ pile), Reinforced concrete rectangular screen chamber,Flash mixer mild steel circular tank, Reinforced cement concrete tank including pile foundation ( 450 mm dia. cast in situ pile),Administrative Building including pile foundation ( 450 mm dia. cast in situ pile) – 3 storied, Asphalt road. Storm water Drain (1.5 mdepth), Boundary wall (3.3 m height).Prefabricated Steel gangway beside the Karnafully river under Chittagong port area. Slope protection work by using 15 MPA CCblock.Structural design of Jetty (water front structure) under Chittagong Urea Fertilizer Ltd. (CUFL), structural design of pile, pile cap,



retaining wall, slope protection work under Chittagong port authority.Name of assignment or project: 4–Laning of Dhaka-Chittagong Highway Project [Daudkandi – Chittagong Section] financed byJapan Debt – Cancellation Fund (JDFC) & GOB.Year: Aug 2005 to Oct 2006Location: BangladeshClient: Roads & Highways DepartmentMain project features: Design of National Highway Bridges and PavementsPosition held: Office EngineerActivities performed: Responsible for structural design, Quantity and cost estimates of Abutment, super structure and substructuresof RCC Slab deck, Pre-stressed Girder deck,Continuous Box Girder, Continuous concrete I-Girder(1) Eliotganj Bridge 40.0m long, Post-tensioned Precast Concrete beam 28.5 m long. Cast in place pilot pile 1200m dia.(2) Railway overpass at Comilla. 400 m long, post tensioned precast concrete bridge beams 26.5 m long. Cast in place pile 1200 mmdia.(3) Railway overpass at Feni, Length 250 m. Precast and pre-stressed concrete bridge beams 25m, 33.7m long. Bored cast in placepile 1200 mm dia.(4). Miah Bazar Culvert(5). Lalpul Bridge, Length 40.0m solid I girder, Bored cast in place pile 1000mm dia.(6). Lemua Bridge, Length – 130.0m, Post-tensioned precast concrete bridge beams 28.5m long, 36.5m long. Bored cast in place pile1200mm dia.(7) Muhuri Bridge 200.0m long, Post-tensioned pre-stressed I-girder, 18m, 29.5 m, 30m, 35.5m, 40m long. Bored cast in place pile1200 mm dia.(8) Dhumghat Bridge-227.0 m length. Post-tensioned precast concrete I girder 23.5m, 28.0m, 28.5m, 29.0m, 30.0m and 48.0mlength with Bored cast pile dia 600mm, 1200mm & 1500mm .(9) Railway Overpass at Chittagong – Length 200.0m Post-tensioned precast concrete I-girder 29.95m Bored cast pile dia 600mm,1200mm & 1500mm.Review design of 30 nos. Steel pedestrian over pass at different stretches of Road.Also responsible for checking the quantity and cost Estimates, rate analysis of item of works, of Wearing course, Base course, Sub-base Course of 4-laning of Dhaka-Chittagong National Highway project. Monitored the progress of work in PERT-CPM method.Name of assignment or project: Emergency Flood Damage Rehabilitation Project (EFDRP) financed by Asian Development Bank(ADB).Year: Jun 2004 to Jul 2005: 14 monthsLocation: BangladeshClient: Roads & Highways DepartmentMain project features: Review Design & Supervision of construction for the National & Regional Highways.Position held: Project Engineer / Structural Engineer/ Quantity and Cost Survey EngineerActivities performed: Responsible for structural design quantity and cost estimates, rate analysis, preparation of variation,preparation of specification, bar bending schedule of box culvert, cast in situ concrete T girder bridges of 13 nos. at Rangpur,Naogaon, Sirajganj and Bogra district, slope protection work by Palisiding, CC block, gunny bag filled by sand. Supervision and qualitycontrol of bridge work.Also responsible for management of 500 staff for the construction and up gradation of 28 Km Regional Highaway at Naogaon Zone,48 Km National Highways at Bogra Zone, 30 km National Highways at Rangpur zone. Responsible for quantity and cost estimates of100 Km Bituminous Asphaltic road.Supervise and monitoring the quantity of materials in stack yard. Various sizes of course aggregate and fine aggregate as perenvelope of the specificationsResponsible to look after the instruments pay-loader, dump truck, grader, L&T, Excavator, different types of roller functioning properly.Monitored the progress of work in PERT-CPM method.Name of assignment or project: South West Road Network Development Project (SRNDP) financed by Asian Development Bank(ADB), Nordic Development Fund (NDF).Year: Oct 2001 to May 2004: 32 monthsLocation: BangladeshClient: Roads and Highways Department (RHD)Main project features: Road Safety Design & Supervision of National Highway.Position held: Junior Road Safety Design EngineerActivities performed: Responsible for structural design & Monitoring of Box Culvert, 25.0m to 37.0m span bridges, 40.0mcontinuous span bridges, steel foot over bridge, Slope protection work, Traffic Signs and Signals, Road Markings, Reflective RoadStuds, Speed Reducer, Rumble Strips, Median, Walkway, Asphaltic Pavement, wearing course, Base course, Sub-base course,improved sub-grade. Bus Bays etc. intersection, design of round about, staggered intersection, Lane separation by physical barrier orroad marking. Identify the proper sign at proper location of road, responsible for pedestrian count survey at the location of Pedestrianoverpass, Data analysis of Traffic count survey, Frequency survey, visual occupancy survey, Origin and destination survey, Markingidentification along the road and cross road, Asphalt pavement and rigid pavement Checking and monitoring, preparation of Roadsafety manual for Bangladesh, Review of Geometric Design & Drawings of target Roads,Preparation of Contract Documents, , Management of survey team, Top supervision, Quantity and cost estimates, rate analysis as



per market value, Cost Estimation for target Roads of Bangladesh of around 750km. Also responsible for quantity estimates ofearthworks, C.C & R.C.C. works of all types of structures like drainage, box culverts, piling works, and bridges, various items forpavement construction etc. Pre-qualification of Bidder, scrutiny of evaluation Report etc. the preparation of Inception report,specification etc.

13. Certification:

I, the undersigned, certify that to the best of my knowledge and belief, this CV correctly describes myself, my qualifications and myexperience. I understand that any willful misstatement described herein may lead to my disqualification or dismissal, if engaged.

______________________________________________________ Date: _____________________[Signature of expert or authorized representative of the staff] Day/Month/Year

Full name of authorized representative: Md. Rafiquzzaman, Managing Director, ACE Consultants Ltd.