moniruzzaman structural engineer (bridge-2) sep 2015 adb

Curriculum Vitae (CV) for Proposed Key Experts

1. GeneralPosition Title and No. Structural Engineer Name of Key Expert S.M. MoniruzzamanName of Firm proposing the key expert Munshi associates Ltd.Date of Birth 12/01/1976Nationality BangladeshiCountry of Citizenship/Residence Bangladeshi

2. EducationInstitution Dates

attendedDegree/diploma obtained

Rajshahi University of Engineering and Technology (RUET),

1994-1998 Bachelor of Civil Engineering

Walford University 2012 Masters of Civil Engineering

3. Employment record relevant to the assignment:

PeriodEmploying organization and your title/position. Contact information for references *

Country Summary of activities performed relevant to the Assignment

March 2014 –Present

HIFAB international Ltd AB (Sweden) (in Association with Kranti Associates Ltd, ACE & RPMC, Bangladesh.

References: A.K.M Luthfur Rahman, Project DirectorCoastal Climate Resilient Infrastructure Project.RDEC Building, LEVEL-03, LGED

Bangladesh

Responsible for Structural analysis and design of Precast Post Tensioned I Girder, Span (30m to 60m), reinforced concrete T girders (Span up to 26m). 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 Barguna, Patukhali, Bhola and Barishal districts. Software used MIDAS Civil, Staad.pro, CSI Bridge and excel spreadsheets.

Jan 2014 –Feb 2014

SMEC in Association with Kranti Associates Ltd, ACE & SARM Bangladesh.

References: Md. Nazmul Alam, Project DirectorConstruction of Moghbazar Mouchak Flyover (LGED). Mobile: +880 1712030242

Bangladesh

Responsible for the design review of Superstructure for the construction of 8.0km flyover. Analysis and design of hammerhead pier cap, pier pile and pile cap. Pile dia varies from 800mm to 1200mm. Height of pier varies from 5.0m to 21.0 m. Rectangular pier 2.4mx 2.4m, 2.4m x 3.86m. Pile cap thickness 1.5m to 1.8m. Superstructure consists of Segmental post tensioned box girder 36m+36m+36m straight module, Post Tensioned I Girder 26m to 36.0m. Software used MIDAS Civil, Staad.pro, CSI Bridge and excel spreadsheets

Jan 2013 –Dec 2014

Sunjin Egineering & Architecture LtdIn association withACE Consultants Ltd, Pathmark Ltd. Bangladesh

References: Md. Rafiquzzaman, Deputy Managing DirectorACE Consultants Ltd.Phone: (+880 2) 8191362Mobile: +880 1711548408E-mail:[email protected]

Bangladesh

Responsible for Superstructure and Sub structure analysis and design of 4Km Highway Flyover. Superstructure consists of RCC slab Deck, 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 has been carried out by the MIDAs Civil software. In Special crossing Post tensioned Balanced cantilever method has been carried out of upto 90m span length. Pier Height was 8m to 20m. Pot Bearing

S.M. Moniruzzaman 1


Country Summary of activities performed relevant to the Assignmentand Elastomeric bearing has been used, Cantilever Crosshead, Hammer Head Cross head and Portal Pier has been analysis and designed.

Software used Staad.pro for longitudinal analysis. Longitudinal analysis carried out as a line beam and Transverse analysis. Design has been done by using spreadsheets. Section capacity has been checked by SAM software. The camber has been Checked by SAM Software.

A several numbers of group pile has been analyzed and designed (2 group piles to 25 group piles). 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 parking facilities 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.

Jul 2012 –Dec 2013

MMSB Consult SDN BHD, Malaysia.Senior Structural Engineer, Bridge

References: Sajal Nandy, Technical Director, MMSB Consult SDN BHD, Malaysia.Phone: 03-78738600Mobile: +60146804431E-mail: [email protected]

Malaysia Responsible for Superstructure and Sub structure analysis and design. Superstructure consists of Pre stressed Post Tensioned and Pretension U Beam & Post Tensioned 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, Wind Load creep and shrinkage loads. The Precast segment length varies from 2.8m to 3.0 m. Camber of post tensioned box girder has been carried out by the MIDAs Civil software. Below 30m span length pre stress pretension beam and above 30m span Post Tensioned Pre stressed beam has been considered. In Special crossing Post tensioned Balanced cantilever method has been carried out of upto 90m span length. Pier Height was 10m to 20m. Pot Bearing and Elastomeric bearing has been used, Cantilever Crosshead, Hammer Head Cross head and Portal Pier has been analysis and designed. Software used Staad.pro for longitudinal analysis. Longitudinal analysis carried out as a line beam and Transverse

S.M. Moniruzzaman 2


Country Summary of activities performed relevant to the Assignmentanalysis. Design has been done by using spreadsheets. Section capacity has 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 been analyzed by MIDAS Civil Software.A several numbers of group pile has been analyzed and designed (2 group piles to 25 group piles). Pile dia varies from 900mm to 1500 mm. Structural analysis and designed of pile cap. Checking reinforcement and following the procedure of ISO.

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 the straight portion of the Bridge. Span Length varies 25m to 40m. Pier Height was 10m to 15m. Pot Bearing and Elastomeric bearing has been used, Cantilever Crosshead, Hammer Head Cross head and Portal pier has been analysis and designed. Software used Staad.pro for longitudinal analysis. Longitudinal analysis carried out as a line beam and Transverse analysis. Design has been done by using spreadsheets. Section capacity has been checked by SAM software. The camber has been Checked by SAM Software.

Jan 2011 – Jun 2012

Local Government Engineering Department (LGED).Bridge & Ghat Design Engineer (Individual Consultant)

References: Md. Abul Kalam AzadAdditional Chief Engineer (LGED),LGED Bhaban, Agargaon,Dhaka.E-mail: [email protected]

Bangladesh

Responsible for Structural Design, Site visit to ensure that the highway bridge work to be done in suitable location, Bar Bending Schedule and top supervision of 100 m Bridge on Isamati River, Sirajdikhan, Munshiganj, Span Length 20m RCC 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 slope protection works.All Model and analysis have been done by MIDAS Civil and by using STAAD.pro and CSI Bridge -15

S.M. Moniruzzaman 3



Oct 2008 – Dec 2010

Minconsult Ltd, Malaysia. Joint venture with Modern Engineers and Planners Consultants Ltd.Senior Engineer.References: A. Sobahan, Managing DirectorMobile: +880 1745464704E-mail:[email protected]

Bangladesh

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 software STAADPro 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.

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 wall slope protection work, storm water drainage work, guide bank under Dhaka, Narayanganj and Tongi river port area. Design of As built step for the design of foreshore land. Responsible to guide 56 persons team for the Traffic count survey, Pedestrian count survey, Visual occupancy survey under ADB guidelines.

Structural design and construction supervision of 30 numbers prefabricated steel Foot over Bridge in the various locations of the Dhaka City Corporation area. Storm water drainage, Rectangular RCC drain and deep drain, footpath. Lane separation etc.

Nov 2006 - Sep 2008

Maunsell-AECOM Ltd., (New Zealand). in association with HB Consultants Ltd. Bangladesh.Structural EngineerReferences: Ranjit KanganayagamTeam Leader, CPTFP Projects. Email: [email protected]

Bangladesh

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, Cost Estimate, 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

S.M. Moniruzzaman 4


Country Summary of activities performed relevant to the Assignmentfoundation ( 750 mm dia under abutment cap and 900 mm dia under pier cap), structural design of abutment, Load Test on Pilot Pile and service Pile, storm water drain ( depth 2.6 to 3.2 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 Control Equipment Composite 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 Pilot Pile and service Pile etc. Package No. CPA-03; Construction Of Facilities For Environmental Management of Oily Waste Mild steel circular oily waste reception tank ( 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 m depth), Boundary wall (3.3 m height). Prefabricated Steel gangway beside the Karnafully river under Chittagong port area. Slope protection work by using 15 MPA CC block. 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.

Dec 2005 – Oct 2006

National Engineering Services Pakistanin association with Modern Engineers Planners Consultants Ltd, Development Planners & Consultants & Khaled & Partners Ltd (KPL).Office EngineerReferences: A. Sobahan, Managing DirectorMobile: +880 1745464704E-mail:[email protected]

Bangladesh

Responsible for structural design, Quantity and cost estimates of Abutment, super structure and substructures of RCC Slab deck, Pre-stressed Girder deck, Continuous Box Girder, Continuous concrete I-Girder Eliotganj Bridge 40.0m long, Post-

tensioned Precast Concrete beam 28.5 m long. Cast in place pilot pile 1200m dia.

Railway overpass at Comilla. 400 m long, post tensioned precast concrete bridge beams 26.5 m long. Cast in place pile 1200 mm dia.

Railway overpass at Feni, Length 250 m. Precast and pre-stressed

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concrete bridge beams 25m, 33.7m long. Bored cast in place pile 1200 mm dia.

Miah Bazar Culvert Lalpul Bridge, Length 40.0m solid I

girder, Bored cast in place pile 1000mm dia.

Lemua Bridge, Length – 130.0m, Post-tensioned precast concrete bridge beams 28.5m long, 36.5m long. Bored cast in place pile 1200mm dia.

Muhuri Bridge 200.0m long, Post-tensioned pre-stressed I-girder, 18m, 29.5 m, 30m, 35.5m, 40m long. Bored cast in place pile 1200 mm dia.

Dhumghat Bridge-227.0 m length. Post-tensioned precast concrete I girder 23.5m, 28.0m, 28.5m, 29.0m, 30.0m and 48.0m length with Bored cast pile dia 600mm, 1200mm & 1500mm .

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.

Jun 2004 –Jul 2005

ACE Consultants Ltd.Project Manager / Structural Engineer/ Quantity and Cost Survey Engineer

Bangladesh

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 quality control 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 of 100 Km Bituminous Asphaltic road. Supervise and monitoring the quantity of materials in stack yard. Various sizes of course aggregate and fine aggregate as per envelope of the specifications. Responsible to look after the instruments pay-loader, dump truck,

S.M. Moniruzzaman 6


Country Summary of activities performed relevant to the Assignmentgrader, L&T, Excavator, different types of roller functioning properly. Monitored the progress of work in PERT-CPM method.

Jan 2001 to Feb 2004

Finnroad Limited, (Finland) in Association with Desh Upodesh Limited, DEV Consultant Ltd. & Techno Planners Ltd.Junior Road Safety Design Engineer

References: Mahbub-ur-RahmanTeam Leader, SRNDP Projects.

Bangladesh

Responsible for structural design & Monitoring of Box Culvert, 25.0m to 37.0m span bridges, 40.0m continuous span bridges, steel foot over bridge, Slope protection work, Traffic Signs and Signals, Road Markings, Reflective Road Studs, Speed Reducer, Rumble Strips, Median, Walkway, Asphaltic Pavement, wearing course, Base course, Sub-base course, improved sub-grade. BusBays etc. intersection, design of round about, staggered intersection, Lane separation by physical barrier or road marking. Identify the proper sign at proper location of road, responsible for pedestrian count survey at the location of Pedestrian overpass, Data analysis of Traffic count survey, Frequency survey, visual occupancy survey, Origin and destination survey, Marking identification along the road and cross road, Asphalt pavement and rigid pavement Checking and monitoring, preparation of Road safety 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 of earthworks, C.C & R.C.C. works of all types of structures like drainage, box culverts, piling works, and bridges, various items for pavement construction etc. Pre-qualification of Bidder, scrutiny of evaluation Report etc. the preparation of Inception report, specification etc.

4. Membership in Professional Associations and Publications:Membership: Member, Institution of Engineers, Bangladesh, Fellow: 11560

Publications: A study of foundation on soft soil

5. Language Skills (indicate only languages in which you can work):Bangla – mother tongueEnglish – excellent knowledge

6. Adequacy for the Assignment:

Detailed Tasks Assigned on Consultant’s Team of Experts:Specifically the Structural Engineer (Bridges) will:1) With the Road Design Engineer and the PIOs, define the locations of all new bridges on Project

roads.

S.M. Moniruzzaman 7

2) Define the requirements for and oversee the conduct of site engineering surveys– topography, hydrology, bore holes) and collection of other data needed for the design of the bridges, and carry out site inspections of proposed subprojects. Recommend remedial actions to the PMO and the PIOs where problems arise.

3) Supervise and check the accuracy of all contracted-out engineering site survey work for bridges.4) Analyze the survey data to determine the required waterway capacity and freeboard above high

water level of each bridge.5) In respect of bridges greater than 100 m span coordinate the conduct of contracted-out detailed

hydrological and morphological surveys and check the accuracy of the outputs.6) Prepare the detailed and cost-effective design and approve the drawings for each bridge greater

than 30 m span including the piling and abutments, the superstructure, the carriageway and protection works. Coordinate with the Road Design Engineer on the design of the bridge approaches.

7) Where necessary, coordinate with contracted-out specialized services for the design of bridges greater than 100 m span.

8) Be responsible for preparing the bill of quantities and the cost estimate for each road subproject.Reference to Prior Work / Assignments that Best Illustrates Capability to Handle the Assigned TasksName of assignment or project: Coastal Climate Resilient Infrastructure Project (CCRIP) Year: March 2015 To Present (7 months)Location: Dhaka, Client: Local Government Engineering Department (LGED), Main project features: Design, Construction and supervision of Roads, Bridgses and water front structures .Position held: Senior Bridge Design Engineer.Activities Performed: Responsible for Structural analysis and design of Precast Post Tensioned I 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. several 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 excel spreadsheets. Name of assignment: Moghbazar Mouchak Flyover Projects. Year: Jan 2015 to Feb, 2015 (2 months). Location: Dhaka. Client: Local Government Engineering Department (LGED). Main project features: Design and Supervision of Mogh Bazar Mouchak Flyover projects. Position held: Structural Design Specialist. Activities Performed: Responsible for the design review of Superstructure for the construction of 8.0km flyover. Analysis and design of hammerhead pier cap, pier pile and pile cap. Pile dia varies from 800mm to 1200mm. Height of pier varies from 5.0m to 21.0 m. Rectangular pier 2.4mx 2.4m, 2.4m x 3.86m. Superstructure consists of Segmental post tensioned box girder 36m+36m+36m straight module, Post Tensioned I Girder 26m to 36.0m. Name of assignment: Detail Engineering Design Work for Bus Rapid Transit Line-3 corridor in Dhaka. Year: Jan 2014 to Dec 2014(12 months). Location: Dhaka. Client: Dhaka Transport Coordination Authority. Main project features: Detailed Engineering Design work for 22.5 KM Bus rapid transit line. Position held: Senior Structural Engineer. Activities performed: Responsible for Superstructure and Sub structure analysis and design of 4Km Highway Flyover. Superstructure consists of RCC slab Deck, 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 has been carried out by the MIDAs Civil software.. In Special crossing Post tensioned Balanced cantilever method has been carried out of upto 90m span length. Pier Height was 8m to 20m. Pot Bearing and Elastomeric bearing has been used, Cantilever Crosshead, Hammer Head Cross head and Portal Pier has been analysis and designed. Software used Staad.pro for longitudinal analysis. Longitudinal analysis carried out as a line beam and Transverse analysis. Design has been done by using spreadsheets. Section capacity has been checked by SAM software. The camber has been Checked by SAM Software. A several numbers of group pile has been analyzed and designed (2 group piles to 25 group piles). 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 parking facilities 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.Name of assignment: Light Rail Transit Project (LRT) / Metro Rail Project – 18 KM Long Elevated Ampang line extension Railway Project. Year: Nov 2012 to Oct 2013 (12 months). Location: Kualalmpur, Malaysia. Client: Syarikat Prasarana Negara Berhad, Kualalmpur Malaysia. Main project features: LRT Ampang (AMG) Line Extension. Positions held: Senior Structural Engineer, Bridge. Activities performed: Responsible for Superstructure and Sub structure analysis and design. Superstructure consists of Pre stressed Post Tensioned and Pretension U Beam & Post Tensioned 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, Wind Load creep and shrinkage loads. The Precast segment length varies from 2.8m to 3.0 m. Camber of post tensioned box girder has been carried out by the MIDAs Civil software. Below 30m span length pre stress pretension beam and above 30m span Post Tensioned Pre stressed beam has been considered. In Special crossing Post tensioned Balanced cantilever method has been carried out of upto 90m span length. Pier Height was 10m to 20m. Pot Bearing and Elastomeric bearing has been used, Cantilever Crosshead, Hammer Head Cross head and Portal Pier has been analysis and designed. Software used

S.M. Moniruzzaman 8

Staad.pro for longitudinal analysis. Longitudinal analysis carried out as a line beam and Transverse analysis. Design has been done by using spreadsheets. Section capacity has 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 been analyzed by MIDAS Civil Software.A several numbers of group pile has been analyzed and designed (2 group piles to 25 group piles). 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: KESAS Elevated U-turn Project (1.5 Km Long 4 lane Highway Bridge). Year: Aug 2012 to Nov 2012 (4 months). Location: Lebuh Raya Shah Alam, Malaysia. Client: KESAS Sdn Bhd, Kerajaan Malaysia. Main project features: Structural Design and Supervision of Highway Bridges. Positions held: Senior Structural Engineer, Bridge. Activities 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 the straight portion of the Bridge. Span Length varies 25m to 40m. Pier Height was 10m to 15m. Pot Bearing and Elastomeric bearing has been used, Cantilever Crosshead, Hammer Head Cross head and Portal pier has been analysis and designed. Software used Staad.pro for longitudinal analysis. Longitudinal analysis carried out as a line beam and Transverse analysis. Design has been done by using spreadsheets. Section capacity has been checked by SAM software. The camber has been Checked by SAM Software.Name of assignment: Rural Infrastructure Development Project: Greater Dhaka, Tangail and Kishoreganj Districts.Year: Jan 2011 to Jun 2012 (18 months). Location: Bangladesh. Client: Local Government Engineering Department (LGED). Main project features: Structural Design and Monitoring of progress by PERT-CPM method and quality of construction works for Bridges and waterfront structures. Positions held: Bridge & Ghat Design Engineer – Individual Consultant. Activities performed: Responsible for Structural Design, Site visit to ensure that the highway bridge work to be done in suitable location, Bar Bending Schedule and top supervision of 100 m Bridge on Isamati River, Sirajdikhan, Munshiganj, Span Length 20m RCC 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 dia. 125 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 slope protection works. All Model and analysis have been done by MIDAS Civil and by using STAAD.pro and CSI Bridge -15Name of assignment: Construction of Loop Saidabad Side of Khilgaon Flyover Project. Year: Feb 2010 to Dec 2010 (11 months). Location: Bangladesh. Client: Local Government Engineering Department (LGED. Main project features: Construction of 750m Flyover Loop. Positions held: Design Engineer. Activities 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 software STAADPro 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 pile. Main 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: Architectural and Structural design in connection with the project “Construction of infrastructure facilities on evicted foreshore land under Dhaka, Narayanganj and Tongi river port area” funded by ADB. Year: Sep 2009 to Jan 2010 (5 months). Location: Bangladesh. Client: BIWTA. Main project features: Construction of infrastructure facilities on evicted foreshore land under Dhaka, Narayanganj and Tongi river port area.Positions held: Design Engineer. Activities 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 wall slope protection work, storm water drainage work, guide bank under Dhaka, Narayanganj and Tongi river port area. Design of As built step for the design of foreshore land.Responsible to guide 56 persons team for the Traffic count survey, Pedestrian count survey, Visual occupancy survey under ADB guidelines.Name of assignment: Clean Air and Sustainable Environment (CASE) Project funded by World bank. Year: Oct 2008 to Aug 2009 (11 months). Location: Bangladesh. Client: Dhaka City Corporation. Main project features: Construction and up gradation of Roads, Footpath, Drainage and Foot over bridges in Dhaka city. Positions held: Design Engineer. Activities performed: Structural design and construction supervision of 30 numbers prefabricated steel Foot over Bridge in the various locations of the Dhaka City Corporation area. Storm water drainage, Rectangular RCC drain and deep drain, footpath. Lane separation etc.Name of assignment: Chittagong Port Trade Facilitation Project, Chittagong financed by Asian

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Development Bank (ADB). Year: Nov 2006 to Sep 2008 (23 months). Location: Bangladesh. Client: Chittagong Port Authority. Main project features: Structural Design and Supervision of Roads, Steel & RCC Bridges oily waste Treatment Plants, Drainage and Buildings. Positions held: Structural Engineer. Activities 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, Cost Estimate, 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 and 900 mm dia under pier cap), structural design of abutment, Load Test on Pilot Pile and service Pile, storm water drain ( depth 2.6 to 3.2 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 Control Equipment Composite 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 Pilot Pile and service Pile etc. Package No. CPA-03; Construction Of Facilities For Environmental Management of Oily Waste Mild steel circular oily waste reception tank ( 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 m depth), Boundary wall (3.3 m height). Prefabricated Steel gangway beside the Karnafully river under Chittagong port area. Slope protection work by using 15 MPA CC block. 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: 4–Laning of Dhaka-Chittagong Highway Project [Daudkandi – Chittagong Section] financed by Japan Debt – Cancellation Fund (JDFC) & GOB. Year: Dec 2005 to Oct 2006 (11 months). Location: BangladeshClient: Roads & Highways Department. Main project features: Design of National Highway Bridges and Pavements.Positions held: Office Engineer. Activities performed: Responsible for structural design, Quantity and cost estimates of Abutment, super structure and substructures of RCC Slab deck, Pre-stressed Girder deck, Continuous Box Girder, Continuous concrete I-Girder. Eliotganj Bridge 40.0m long, Post-tensioned Precast Concrete beam 28.5 m long. Cast in place pilot

pile 1200m dia. Railway overpass at Comilla. 400 m long, post tensioned precast concrete bridge beams 26.5 m

long. Cast in place pile 1200 mm dia. Railway overpass at Feni, Length 250 m. Precast and pre-stressed concrete bridge beams 25m,

33.7m long. Bored cast in place pile 1200 mm dia. Miah Bazar Culvert Lalpul Bridge, Length 40.0m solid I girder, Bored cast in place pile 1000mm dia. Lemua Bridge, Length – 130.0m, Post-tensioned precast concrete bridge beams 28.5m long, 36.5m

long. Bored cast in place pile 1200mm dia. Muhuri Bridge 200.0m long, Post-tensioned pre-stressed I-girder, 18m, 29.5 m, 30m, 35.5m, 40m

long. Bored cast in place pile 1200 mm dia. Dhumghat Bridge-227.0 m length. Post-tensioned precast concrete I girder 23.5m, 28.0m, 28.5m,

29.0m, 30.0m and 48.0m length with Bored cast pile dia 600mm, 1200mm & 1500mm . 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: Emergency Flood Damage Rehabilitation Project (EFDRP) financed by Asian Development Bank (ADB). Year: Feb 2004 to Nov 2005 (22 months). Location: Bangladesh. Client: Roads & Highways Department. Main project features: Review Design & Supervision of construction for the National & Regional Highways. Positions held: Project Engineer / Structural Engineer/ Quantity and Cost Survey Engineer. Activities 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 quality control 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 of 100 Km Bituminous Asphaltic road. Supervise and monitoring the quantity of materials in stack yard. Various sizes of course aggregate and fine aggregate as per

S.M. Moniruzzaman 10

envelope of the specifications. Responsible 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: South West Road Network Development Project (SRNDP) financed by Asian Development Bank (ADB), Nordic Development Fund (NDF). Year: Jan 2001 to Jan 2004 (37 months). Location: Bangladesh. Client: Roads and Highways Department (RHD). Main project features: Road Safety Design & Supervision of National Highway. Positions held: Junior Road Safety Design Engineer. Activities performed: Responsible for structural design & Monitoring of Box Culvert, 25.0m to 37.0m span bridges, 40.0m continuous span bridges, steel foot over bridge, Slope protection work, Traffic Signs and Signals, Road Markings, Reflective Road Studs, Speed Reducer, Rumble Strips, Median, Walkway, Asphaltic Pavement, wearing course, Base course, Sub-base course, improved sub-grade. BusBays etc. intersection, design of round about, staggered intersection, Lane separation by physical barrier or road marking. Identify the proper sign at proper location of road, responsible for pedestrian count survey at the location of Pedestrian overpass, Data analysis of Traffic count survey, Frequency survey, visual occupancy survey, Origin and destination survey, Marking identification along the road and cross road, Asphalt pavement and rigid pavement Checking and monitoring, preparation of Road safety 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 of earthworks, C.C & R.C.C. works of all types of structures like drainage, box culverts, piling works, and bridges, various items for pavement construction etc. Pre-qualification of Bidder, scrutiny of evaluation Report etc. the preparation of Inception report, specification etc.


7. CertificationI, the undersigned, certify to the best of my knowledge and belief thati) This CV correctly describes my qualifications and experience;ii) In the absence of medical incapacity, I will undertake this assignment for the duration and in terms

of the inputs specified for me in the Expert Schedule in Form TECH 7 provided team mobilization takes place within the validity of this proposal or any agreed extension thereof;

iii) I am committed to undertake the assignment within the validity of proposal;iv) I am not part of the team who wrote the terms of reference for this consulting services assignmentv) I am, pursuant to Clauses 3 and 4 of the ITC, eligible for engagement;I understand that any willful misstatement described herein may lead to my disqualification or dismissal, if engaged.

02 / 09 / 2015Signature of expert Day/Month/year
