CONSULTANCY SERVICES

Each project has different approaches depending on the demands. In the design and planning, the engineers and architects comply with the minimum requirements on the building codes. In addition, EIMS undertakes the retrofitting design as being a part of seismic vulneribility assessment. EIMS also assists the clients to get approvals/ permissions from respective government departments. Summary of the consultancy services are mentioned below:

>> Structural design and seismic detailing of new developments and tall buildings.
>> Architectural and interior design services.
>> Topographical surveys.
>> Design supervision.
>> Fire saftey assessment.
>> MEP design services.


Buriganga (Phase 2) Project, BIWTA

Recently EIMS is involved in the Buriganga Development Project (Phase 2) under the Bangladesh Inland Water Transport Authority (BIWTA) as a Consultant to plan and design of river bank demarcation pillar, a pedestrian walkway along the river bank line, facilities, and structural design of jetty along with work on evicted foreshore land, quay wall for bank protection and pedestrian walkway bridge.

In this project, a total 52 km length of the pedestrian walkway and quay wall along the bank of the Buriganga River will be constructed in the 1st phase of this project to project the riverbank against the river erosion and beautification of river side. Later on, the

quay wall and pedestrian walkway will be extended for the Turag, Balu, and Shitalakya Rivers.

To demark the riverbank against the illegal land acquiring at the riverside around 10800 demarcation pillars will be constructed. Currently, the layout and marking up of the pillar location is in progress. To enhance the beauty of the riverbank and continuation of the walkway a pedestrian bridge and 3 eco-parks will also be constructed. Moreover, a total of 11 jetties will be planned and design to facilitate the loading and unloading of river transportation vessels. To understand the project some of the project layouts are shown in the following figures.

3D simulation for analysis of Pedestrian Walkway Bridge
Walkway and Quay Wall along the Riverbank of the Buriganga (part view)    Elevation View of Pedestrian Walkway Bridge

Jhilmil Residential Area Apartment Project

Jhilmil Residential Park is the prodigious residential project is under Public Privet Partnership (PPP). Environment & Infrastructure Management Solution (EIMS) Limited was assigned as structural and geotechnical design consultant. The purpose of this project is to reduce the acute problem of housing in Dhaka by buildings 71 nos. twenty (20) storied buildings and 14 nos. twenty-five (25) storied buildings inside the Jhilmil Residential Park Project area.

The lateral-force-resisting system consists of ordinary reinforced concrete shear walls. All the components



of the structure have been designed to achieve economy and constructability that provide adequacy against hazards and ultimate human comfort conforming the code provisions of Bangladesh National Building Code (BNBC) 2020.

The construction method for this project is Industrial Building System (IBS) which is a new-fangled technology in the context of Bangladesh's engineering practice. This system offers economy by the taking advantage of the repetitive use of the formworks that results in lest time cost.


LEARNING CENTER

During the second half of 2017 an estimated 687,000 Rohingya across the Myanmar border drove into Cox's Bazar, Bangladesh. The Education sector response plan estimated that over 450,000 children aged between 4-18 years old in Cox's Bazar need access to education services. UNICEF aims to have built a total of 1,453 LCs by 2018. However, the areas of Cox's Bazar are experiencing lots of natural disasters such as Earthquake, cyclones, flood due to heavy rainfall etc. which are a great threat for the existing structures. That's why the education sector wants to have more safe, durable and disaster resilience structures as well as structures those are feasible for different topography in Cox's Bazar for learning centres.

Team EIMS took this challenging job in getting alternative learning centre designs in existing camps and new camps in Cox's Bazar district. The main challenge was to select material for low-cost and easy construction along the climatic challenge it must withstand in that area. Team EIMS proposed low to high hazard design options in terms of durability, topography and location considerations.


DEVELOPMENT OF RESIDENTIAL PROJECTS

Tozammel Residence is a recently completed apartment building in the Rangpur city. It's a six storied building designed on 303.53 SQM land.

EIMS is now working in the development of residential projects. One of the ongoing Projects is 9 storied apartment building at G block,Bashundhara Residential Area. The land area is 5 katha. EIMS also provides its clients with relevant approval drawings such RAJUK sheet.


VULNERIBILITY ASSESSMENT

EIMS offers building vulneribility assessment of existing structures with experienced assessors and modern tools & techniques. Within a short period, EIMS has conducted initial intrigity assessment over 200 buildings and conducted detailed structural vulnerability assessment of over 100 buildings. Besides this, EIMS has been selected as “Qualified Structural Assessment Firm for the Alliance for Bangladesh Workers' Safety”, Department of Inspection for Factories and Establishments (DIFE). Quality assessments provided by EIMS are:

  • Preliminary vulnerability assessment as national and international standards (ASCE 41, FEMA 154).
  • Non-linear analysis (ASCE 41 Tier 3) and retrofitting design of existing structures for seismic vulneribility assessment.

INITIAL STRUCTURAL INTEGRITY ASSESSMENT

  1. EIMS has successfully completed Initial Structural Integrity Assessment of thirty-Seven (37) factory buildings under ALLIANCE for Bangladesh Worker Safety.
  2. Structural integrity assessment by Visual inspection (Type-C) on three garments building (FS-SFB#3, FS-SFB#5, FS-SFB#6) of Hop Lun (BD) Ltd. at DEPZ, Ganakbari, Savar, Dhaka.(Detail Structural Analysis is recommended for the garments buildings).

Initial Structural Engineering Assessment for structural adequacy for vertical & horizontal extension of proposed multistoried building for United Surgical Ltd. at Islampur, Kadda, Gazipur, Bangladesh.


DESTRUCTIVE NON-DESTRUCTIVE TEST FACILITIES TO ASSESS STRUCRURAL ADEQUACY OF THE BUILDING COMPONENTS

Rebar Scan using Ferro Scan

 

 

 

 

Image Scan of column (two side)

Cross section of Column

Rebar Scanning Using Ferro Scan in Column, Beam & Slab respectively

Sample Result of A ferro-scan


ULTRASONIC CONCRETE TESTING:

(Ultrasonic Pulse Velocity Test)

1   

Pulse velocity measurement


Path length measurement


3   

Uniformity assessment


4   

Surface velocity measurement


5   

Crack depth measurement


6   

Estimating the dynamic elestic mduleus of samples (with the shear wave transducers)


7   

Ultrasonic Instrument only. Estimating compressive strength using pulse velocity alone or in combination with a rebound hammer

Ultrasonic Pulse Velocity Testing in Column & Beam respectively.


Detail Engineering Assessment

Detail Engineering Assessment (DEA) of Factories Preliminary Assessed by Levi's:

  • Two buildings of MBM Garments Ltd at M-19 & M-14, Section-14, Mirpur, Bangladesh.
  • Unique Washing & Dyeing Ltd at Kalemeshar, KB Bazar, Gazipur.
  • Three buildings of Medlar Apparels Ltd at East Narsinghapur, Ashulia, Savar Dhaka, Bangladesh.
  • Eight buildings of Opex Fashions Ltd at at Kanchpur, Sonargaon, Narayangonj.
  • Five buildings of Youngone Bangladesh Ltd, Three buildings of Kenpark-1 BD Apparel Ltd and Three buildings of Kenpark-3 BD Apparel Ltd at CEPZ, Chittagong.

1. Detail Engineering Assessment (DEA) of Factories Preliminary Assessed by ACCORD:

  • 4A Yarn Dyeing Ltd at Savar, Dhaka.
  • Brother Fashions Ltd at Kawranbazar.

2. Detail Engineering Assessment (DEA)of Padma Pictures Limited. Approximate Floor areas 80,000 square feet. The scope of consultancy services given to EIMS is as following:

  • Sub-soil Investigation.
  • Core Test.
  • Ferro-Scanning in Column, Beam and Slab.
  • UPV (Ultrasonic Pulse Velocity) Test.
  • Checking of structural stability and geometry.
  • Checking adequacy of foundation i.e. pile & pile cap or footing/raft.
  • Checking of lateral load resistance capacity of the Building.
  • Design check for soft story & Dynamic Load.
  • FINISHING AREA

    CT-PAT AREA

    DINING AREA


    CONCRETE CORE TEST
    • This is one of the very reliable tests adopted for checking the comprehensive strength of the 'In situ concrete'.

    • Other physical properties such as density, water absorption can also be measured from the core concrete.

    • In addition, chemical properties of concrete specimen for its cement content, carbonation depth, chloride and sulphate content may be measured.

    Retrofitting Design

    • Retrofitting Design of two buildings of Medlar Apparels Ltd at Ashulia,
    • 4A Yarn Dyeing Ltd at Savar, Dhaka.
    • Retrofitting of Academic Building of American International School, Dhaka.
    • Retrofitting of Brothers Fashions Ltd, Karwan Bazar, Dhaka.
    • Three buildings of Kenpark-1, BD Apparel Ltd at CEPZ, Chittagong.
    • Eight factory buildings of Opex and Sinha Textiles Ltd, Dhaka.
    • Three buildings of Kenpark-3, BD Apparel Ltd at CEPZ, Chittagong.

    Infrastructure Vulnerability Assessment


    SCOPE OF WORKS

    The Preliminary Structural Assessment shall include the following activities:

    • Review of available documents, either original structural documents prepared in accordance with BNBC Section 1.9
    • Visual assessment of all structural elements for evidence of distress, cracking, or lack of performance.
    • Visual and analytical confirmation of floor loading in compliance with floor load plans.
    • Visual confirmation of performance of foundations, including signs of settlement.
    • Visual confirmation of clear and redundant load path for lateral loads, including diaphragms and vertical elements. Simple structural calculations to assess the basic capacity of structural members, including:
    • Columns and wall elements at most critical tiers, including lowest tier. Vertical elements shall bereviewed for maximum load combinations of forces due to axial and bending.
    • Vulnerable or critical structural elements identified by Assessor including transfer girders, hangers, cantilevers, columns with high slenderness ratio, flat plate floors, and footings with inadequate thickness.
    • The general purpose of the Preliminary Structural Assessment is to answer the following seven questions in the affirmative: