vet hospital presentation

1. RABDAN HOLDING LTD manages, operates, and unifies several businesses in
a variety of field industries. It actively participates in directing and advancing
the development of its subsidiaries, each of which has a long history and is a
recognized authority in its industry. it intends to construct and operate an
Equine and Camels Hospital at Al Wathba, Abu Dhabi.
The intention of this presentation is to highlight the capacity of ENERVO
Group can provide excellent and trustable work execution to meet the
project targets within the agreed-upon time and budget, as well as to
showcase the capabilities of ENERVO Group by describing the project
execution plan and methodology for the main works package of ABU DHABI
CAMEL HOSPITAL.
Using a rigorous and logically sound approach, this presentation carefully
describes the processes of mobilization and handover from beginning to end
while upholding the highest standards of quality and safety.
Project Introduction
Equine and Camels Hospit

2. The Project is located at Property
Detailed as Follow:-
1- Municipality, Abu Dhabi City.
2- Zone, Al Wathbah.
3- Sector Qasr Al Wathbah South.
4- Plot Area, 200,000.00 M2.
5- Land/Plot No. P21.
6- Plot Address, 0-0-000-P21.
7- Plot Status, Not Constructed.
8- Land/Plot Use, Public Building – Vet
Hospital.
9- Base District, DZ.
10- Overlay District, ADM_DZ.
OWNER Details:-
1- Name, Abu Dhabi Government.
2- License No., 9_233126.
3- Right Hold Type, Ownership.
4- Share & Acquisition, Allotment
100%.
RIGHT HOLDER Details:-
1- Name, Rabdan Holding LTD.
2- License No., 000008331.
3- Right Hold Type, Usufruct.
4- Share & Acquisition, Usufructuary
100%.
Project Location
Project Location
ADM Affection Plan
Project Layout

3. Project Components- Phase01

4. Project Components of Future Expansion Phase-04
. Proposed final site layout illustrating the Phase 4
hospital design with the future expansion of
additional facilities indicated on table above.
Equine and Camels Hospital

5. The scope of work is consisting of providing the full turnkey solution for the Fast Track project to include but not limited to procurement, Execution,
Construction and Completion for Main Works of Abu Dhabi Equine and Camels Hospital Al Wathbah - PHASE 1 contains several Buildings
Structural Steel and Concrete Type, Substation, Underground Tank & Pumproom, Infrastructure, Hard & Soft Landscaping work , Parking Areas and
Boundary Wall.
Scope of Works
Execution, Construction, Completion for the Main
Works
 Mobilization Works
 Site Works
 Structural Works
 Steel Works
 Architectural & Finishing Works
 MEP Services
 Medical Gas Installation
 Lead Lining Protection
 Conveying Systems
 Roads & Infra Works
 External & Landscape Works
 Boundary Wall
Equine and Camels Hospital

6. Understanding of the Project
Introduction
The project (Abu Dhabi Equine & Camel Hospital) is a fast-track project of duration 12 months including mobilization, and its part of
RABDAN Holding LTD strategy to maintain the activity and continuity of the plan and the role it plays in directing and advancing the
development of its companies with high level services and developments.
Project Brief and Description
The project scope shall be delivered on 1 site within Al Wathbah, Abu Dhabi region. This site is identified as being (Phase 1)
and (Phase 4 Future Extension).
Client Rabdan Holding LTD
Consultant Mark Habre and Associates
Project Duration 12 Months
Commencement Date February 1st, 2023
Project Handing Over Date February 28th, 2024
The plot area 200,000 m2
Built Up Area 12,945 m2
The Pearl Rating Building System
RABDAN HOLDING LTD produced the Project Design implementing their requirements. This shall form the basis that the Contractor shall
follow and elaborate amend in accordance with the end user requirements, therefore the client / The Engineer require the project Pearl
rating to be One (1) Pearl.
Equine and Camels Hospital

7. Understanding of the Project – Key Room Areas
Building – A (Ground Floor)
Equine and Camels Hospital

8. Understanding of the Project – Key Room Areas
Building – A (First Floor)
Equine and Camels Hospital

9. Understanding of the Project – Key Room Areas
External Animal Accommodation
Equine and Camels Hospital

10. Understanding of the Project – Key Room Areas
Isolation Facility
Equine and Camels Hospital

11. Understanding of the Project
Crew Movement and Construction Priorities
Equine and Camels Hospital

12. CREW MOVEMENT
Crew-1
Crew-2
Crew-3
Crew-4
C
Civil
Crew-5
Infra
Crew-6 Infra
Super
Structure
Facade
Super
Structure
Facade
Super
Structure
Facade
Super
Structure
Facade
Super
Structure
Facade
Landscape
Crew-7 Landscape
Buildings Duration START DATE ENDING DATE
A 506 March 2023 Nov 2023
B & D 495 March 2023 Sept 2023
C, F G 503 April 2023 Nov 2023
E, K, J, L & M 471 May 2023 Nov 2023
H, I & LANDSCAPE 471 June 2023 Jan 2024
Q1 Q2 Q3 Q4 Q5
E F
G
K J M
L
L
B
A D
H
I
Crew-5
Crew-5
Equine and Camels Hospital

13. Proposed Formwork Systems
. 1. Building Structure System
1- Strip Footings & Tie Beams
2- Slab On Grade
3- OPC Columns Drop Beams at building’s
parameter, Floor Slabs, Reinforced Stairs and
Parapets
Frame Works Methodology:
Equine and Camels Hospital
Procedure
1. All formwork tasks will be carried out according to the specifications during reinforced concrete construction.
2. If necessary, the Project Engineer will consult the Structural Engineer regarding the size, type, and the number of formworks to be used following the structural drawings. The number of
repetitions will be set by the program.
3. For specific systems, external designers may be needed.
4. Formwork availability will be checked with the procurement department and a decision will be made on whether to buy, hire, or repurpose formwork.
5. During the fabrication of shutters, all dimensions should be cross-checked to avoid having to make corrections during the erection process.
6. Make sure that the props, shores, waling, bearers, clamps, and tie rods are the right size and at the right spacing. The Formwork designer shall check the falsework system concerning the loads
imposed on it and design parameters, as specified in the specifications.
7. Make sure the concrete form is securely braced and on a stable foundation during construction.
8. It is essential to firmly fix forms to previously cast concrete to prevent grout loss. The seal can be developed and made by using cellular foam plastic strips firmly.
9. Inspect the quality of the shutter lining, the tightness of bolts and wedges, and the embedded items and inserts.
10. The tie-rod holes in the concrete formwork should be neat so they can later be patched or plugged.
11. It will be vital to pay attention to the rigidity of the stop ends and the line of the joint formers.
12. Be sure to remove all tie-wire clippings and nails, which may stain both the formwork and concrete.
13. The falsework should be stable and securely braced before concrete pouring.
14. Slabs, walls, columns, beams, joists, and concrete stair shutters will be provided with integral scaffolding and shoring.
15. Make sure that toe boards and guardrails are provided for the concreting gang, as well as adequate access and working platforms.
16. Spreaders and lifting beams should be used when placing formwork to avoid distortion.
17. The erection of adjustable steel props shall be plumb, and the verticality of the props should be checked with a spirit level.
18. Props that are bent, creased, or rusted should not be used, as well as those with bent heads, damaged pins, etc.
19. The release agent should be used properly so that it can be removed without damaging the surface finish of the concrete.
20. The first coat of release agent should be applied to new plywood and timber formwork 36 hours in advance, followed by the second coat just before they are used. Use the release agent rarely
so as not to stain or delay the concrete process.
21. Wedge and fastening locations should be closely monitored. Ensure that they do not become loose. Grout loss indicates movement.
22. Un-sleeved tie bars should be eased slightly before concrete sets, and then removed after its setting.

14. Horizontal Elements Formwork Systems
Proposed Formwork Systems
Vertical Elements Formwork Systems
• The efficient and powerful
self-climbing formwork for
high-rise building cores
• System variants of the ACS
Core 400
• Convenient, high load-bearing
working platforms
• Cost-effective tie technology.
• Fast and Safe climbing in one
lift..
• Easy in installation.
Advantages
of Ready-
made
Formwork
Systems ACS
Core 400:
Equine and Camels Hospital

15. Mobilization Layouts

16. Mobilization Site Layouts
Equine and Camels Hospital