Main Office: 256 Khaled Ibn El waleed St.marmistastones.com/files/MARMOTEC.pdf · Main Office: 256...

Main Office: 256 Khaled Ibn El waleed St.

South of Police Academy, 5th District,

New Cairo,

Egypt.

Tel.: +20 2 386 42 333 - 444

Fax: +20 2 386 42 244

Factory: 6th of October City, CPC

Industrial Park, Sector 111-135

Email: [email protected]

Website: www.marmotec.com.eg

CONTENTS

CONTENTS 1. ABOUT MARMOTEC 1.1 INTRODUCTION 1.2 FINANCIAL CAPACITY 1.3 PRODUCTION CAPACITY AND MACHINES LIST 2. ORGANIZATION 2.1 TECHNICAL CAPACITY 2.1 ORGANIZATION STRUCTURE 3. METHOD OF CONSTRUCTION 3.1 SCOPE 3.2 PURPOSE 3.3 REFERENCES 3.4 MATERIAL 3.5 EQUIPMENT & TOOLS 3.6 PROCEDURES 4. MAJOR PROJECTS LIST

5. ABOUT DETAC (MOTHER COMPANY)

1.1. INTRODUCTION We have the honor of presenting our pre-qualification documents accompanied with some necessary information you may require regarding our Organization. MARMOTEC is a subsidiary company of DETAC Construction Group, which is offers a full service in stone business, providing blocks, slabs, tiles cut -to- size tiles and stones, mosaic and lavatory tops in a high production capacity. MARMOTEC is producing a wide range of stone finishes, polished, honed, unpolished chamfered, believed, antique, rock face tumbled, bush hammered, chiseled, acid and more. MARMOTEC is providing a contractual service for all types of construction; residential building, industrial, hotels, villas, and office buildings. MARMOTEC is keen to have the latest stone cutting, shaping and finishing technologies in its factory. A complete line of automated processing equipment allows us to provide a large volume of slabs, other building products in a short period of time. Our Staff prides themselves on professionalism and expertise in every aspects of, our business, including project design, material specifications, material sourcing, methods of installation, transportation and delivery, and relationship building with our customers and clients. Our factory 15,000 square meters + Storage area of 20,000 square meters, equipped with the latest machinery as block cutters, cutting surfaces finishes, surface treatment, filling, mosaic production line,…….etc.,

ABOUT MARMOTEC

ABOUT MARMOTEC

Item Machine Material Production (M²/day)

1 Gantry crane 35 ton Marble/granite

2 Over head crane 10 ton Marble/granite



5 Monofilo(Wire machine) Marble/granite 60

6 Gang saw 80 blade Marble 500

7 Gang saw 80 blade Marble 500

8 Resin line Marble/granite 300

9 Slab Polishing machine 16heads Marble 1000

10 Bridge cut Marble/granite 500





15 Block cutter 2200 Marble/granite 150




19 Strip Polishing machine 12heads Granite 600

20 Cross cutting line 11discs Marble/granite 600

21 Water Jet Marble/granite Artistic work

22 Water recycle plant 4000lit/min

1.3. PRODUCTION CAPACITY MARMOTEC factory has a new machines set-up 2013 MACHINES LIST

ABOUT MARMOTEC

2. ORGANIZATION 2.1 TECHNICAL CAPACITIES & LIST OF PERSONEL

GENERAL MANAGER CIVIL ENGINEER PROJECTS MANAGER CIVIL ENGINEER TECHNICAL MANAGER ARCHITECT SITE ENGINEERS 8 Engineers with 5 – 15 years experience TECHNICAL OFFICE 6 Architects and Civil with 5 – 15 years experience MATERIAL ENGINEERS 3 Engineers DESIGN OFFICE 3 Architects SITE SUPERVISORS 12 – 15 Supervisors / Foremen working on different sites MARBLE & TILE FIXERS 95 UNSKILLED LABORERS 40

ABOUT MARMOTEC

GEN

ERA

L M

AN

AG

ER

TECHNICAL MANAGER

Technical Office Head

Technical office Engineers

Draft man

DC.

Q.S. Engineers

QS. Engineers

Design Office Design

Architects

Tender Dep. Head

Tender Engineers

Material Engineers

PROJECTS MANAGER

Project Managers

Project Coordinator

Document Controller

Site Engineers

Site Supervisors

Warehouse

Surveyor

Foreman

QC/QA MANAGER

Q.C. Engineers

Q.C. Inspector

Financial & Sales Manager

Accountants

Cost Controller

Procurement Manager

Procurement Coordinator

Purchasing Specialist

HSE Manager HSE Supervisor HSE Officer

2.2.ORGANIZATION STRUCTURE

METHOD STATEMENT

3. METHOD STATEMENT

3.1. Scope 3.1.1. The scope of this method statement covers the installation of external stone work for wall cladding, mechanical fixing. 3.1.2. MECHANICAL cladding applies for external headings and wall cladding. 3.1.3. Mechanical fixing requirements for external wall cladding will be determined as per the relevant approved shop drawings for each area or section. 3.1.4. Mechanical fixing system load design and analysis. 3.1.5. Flooring tiling and skirting. 3.1.6. Stairs cladding. 3.2. Purpose The purpose of this method statement is to describe all used materials, work procedures, and method of inspection to external stone work wall cladding required or instructed to be mechanically installed. 3.3. References 3.3.1. General specifications, as per the tender package. 3.3.2. IFC drawings. 3.3.3. Approved shop drawings for stone, fixing accessories and relation with other trades. 3.3.4. Coordination minutes of meetings with related treads. 3.4. Material 3.4.1. Marble as per the approved samples by the architect. 3.4.2. Mechanical fixing accessories galvanized steel Z or L – anchors, anchors bolts, pins and plastic tubes (Samples will be submitted later).

METHOD STATEMENT

3. METHOD STATEMENT (Cont’d)

3.5. Equipment & Tools The following equipment and tools shall be deployed in the installation: 3.5.1. Mobile water cutting machine for necessary field cutting or chamfering (as field cutting is only allowed for minor cases, where all edges should be clean and free of defections) 3.5.2. Electric grinders and drilling machines. 3.5.3. Measuring tape, laser meter, level, wires and strings. 3.5.4. Hammer, paddle, brush… (And other necessary hand tools). 3.6. Procedures 3.6.1. Material Submittal / Approval: 3.6.1.1. Submittal is prepared together with a sample board containing all the specified / proposed stone samples that will be used in the execution of works with suitable dimensions or as specified that can give a complete impression for the submitted material. 3.6.1.2. Structural Calculations for fixing accessories shall be prepared according to the panel sizes from the shop drawings draft copy, accordingly submittal is prepared together with a sample board containing all the samples that will be used in the execution of works with actual dimensions. 3.6.2. Shop drawings: 3.6.2.1. The shop drawings shall show the arrangement of fixing accessories (as per approved samples), the tile dimensions, thickness, selections (as per architect), and relationship with other material, details of anchorage, and other installation details. 3.6.2.2. The detail drawings shall show the joint pattern, width, all mechanical fixing accessories including full large scale detail, and grouting material if any. 3.6.2.3. After approval of shop drawings, and fixing accessories samples, cutting lists shall be prepared. The stone as well as the fixing accessories shall be fabricated, packed, and delivered to site in well-protected wooden crates/palettes.

METHOD STATEMENT


3.6.4. Site Preparations:

3.6.4.1. Inspected stone works to be stacked and stored safely close to work areas to avoid double handling. 3.6.4.2. Starting points, datum lines and settings to be established and verified by the installer in co-ordination with site surveyor, as per approved shop drawing. Surveyors to identify particularly FFL and site axis. (To be inspected via formal release)

3.6.4.3. All cuts/openings provisions for electro mechanical services will be identified prior to installation.(where a full coordination with all related tread teams is already done)

3.6.4.4. Approved shop drawings and detailed drawings to be available in site for use during installation, for each pertinent location.

3.6.4.5. Formal release, via inspections requests, of all other trades related to the installation works, such as electro-mechanical, plumbing and block works to be secured before starting activity.

3.6.4.6. Concrete walls should be free from any foreign materials (timber, tie wires …etc.). Hollow block walls shall be filled with material (as per architect’s selection) at location where the anchors of the approved section steel chaises will be fixed (if required) and to be firmly adjusted, verticality and locations as per approved shop drawings), to fix the stainless steel anchors on it.

METHOD STATEMENT


3.6.5. Execution: Sequence of installation is dependent on site conditions and the progress of other interrelated activities, such as landscaping or roof finishing, for sequence of installation; one of two approaches can be followed, as per site conditions as well as consultant`s recommendation: 3.6.5.1. Proposal-A : wall cladding – flooring – skirting: - These sequence, the wall cladding shall be completed, protected, floorings then

skirting to be installed. - Site surveyor in coordination with the installer shall mark the axes on walls and floors,

establish FFL and level of first row of wall cladding, as per approved shop drawings and method statement.

- First row of tiles will be fixed, using mechanical accessories with one-way-welded pins,

as per approved samples. - Each tile shall be drilled at the upper and lower sides (for supporting anchors in

horizontal joint case. Left and right sides in case of supporting anchor in vertical joint, as per shop drawings) to allow for pins to be inserted. The second row of slabs is supported by 4 anchors: 2 at the lower side for load bearing support, and 2 at the upper side for restraining only.

- The upper part of the pin is fixed by mastic (Polyester mastic as per the architect

approval) while the lower part is inserted in a plastic tube as per approved samples, to secure the compensation of any movement of the building. The above system implies that each tile is individually supported by anchors and the first row of tiles does not carry the load of other rows.

- Once first and second rows are fixed and inspected for alignment and verticality, then,

sand/cement slurry will be poured very carefully to avoid any staining to marble, if necessary.

- Joints will be adjusted by plastic spacers for internal and external cladding and to be temporarily plugged with filler material (in case of back filling for specific height, as per specs) to avoid any spillage between tiles, where joints should be fully consistent.

METHOD STATEMENT


3.6.5. Execution (Cont’d) 3.6.5.1. Proposal-A : wall cladding – flooring – skirting (Cont’d) - After setting of slurry backing, temporary filler will be removed and slabs cleaned with

a clean, wet and soft cloth. The slurry backing is made from (4S:1C) with a height of 70 cm from FFL.

- The joints are to be filled with grouting materials on backer rod, (as per approved

material by architect) if any. - Once marble flooring, as per relevant method statement for flooring, is completed and

properly protected plaster shall be made then skirting shall be inserted between wall and floor, and fixed to the concrete backing using mortar applied on the concrete to cover the area of one entire piece of skirting with a trowel and skirting to be firmly fixed.

- Alignment should be checked while works are proceeding. Tolerance shall not exceed

the limits accepted by specifications. - On completion of work, all stone works is to be thoroughly cleaned, as areas should be

protected during construction. - Proper protection shall be applied to the finished product, depending on the traffic

conditions and neighboring activities for each area.

3.6.5.2. Proposal-B: flooring – skirting - wall cladding: - In this sequence, the flooring shall be completed and protected first, as per relevant

method of statement for flooring. Then, skirting shall be supported by the flooring and fixed to wall by mortar or slurry backing, as indicated above.

- The wall cladding shall follow the same sequence mentioned in proposal an above.

METHOD STATEMENT


3.6.6. Method of inspection: - The objective is to insure that the stone work is performed in accordance with the

requirements of the contract specifications and approved workshop drawings. - Initial material inspection shall be carried out at the factory prior to shipment to

check coding and marking system for tiles, to minimize the range of color variations to the accepted limit.

- Site inspection is performed by subcontractor’s QC engineer together with the

consultant`s engineer and the installer’s foreman, to check quality requirements. - The setting out of horizontal and vertical lines shall be controlled through the

reference points, axis and starting tiles by installers in coordination with the site surveyor. These criteria shall not exceed the tolerance described in the specifications.

- The safety regulations of the project shall be followed, especially for the scaffolding,

hand tools, heard hats, electricity, fire, accidents, behavior of labors, and so forth.

- Inspection Request form shall be submitted for approval for each area separately. 2.6.7. Plan of Safety: Follow all safety and security systems established by main contractor at the site.

OUR PROJECTS

COMPLETED PROJECTS - EGYPT

Item PROJECT SUPPLY / INSTALL AMOUNT (EGP) DATE CLINTE MAIN CONTRACTOR

1 NARJES VILLAS Supply & Install 43,000,000 2010

Wadi El Nil contracting & real state investment


2 AHLI UNITED BANK Supply & Install 7,880,900 2010 Ahli United Bank DETAC

3 CHAMBER of COMMERCE - Office Building - New Cairo

Supply & Install 4,635,100 2010 Chamber of Commerce

DETAC

4 WADI ELNILE HOSPITAL Supply & Install 13,900,000 2010



5 GENERAL AUTHORITY FOR INVESTMENT BUILDING

Supply & Install 8,171,600 2011 General Authority for Invistment

DETAC

6 EASTERN COMPANY - Office Building - 6th October City

Supply & Install 7,300,000 2012 Eastern Company DETAC

7 RAYA PLAZA Supply & Install 4,500,000 2012 RAYA DETAC

8 DAMAC PARK AVENUE Supply & Install 3,000,000 2013 DAMAC DETAC

9 ALNAEEM OFFICE BUILDINGS Supply & Install 2,600,000 2013 ALNAEEM DETAC

10 MIRAJ MALL Supply & Install 1,606,169 2013 MIRAJ DETAC

11 GOLDEN COAST (Sharm Elshiekh) Supply & Install 1,472,900 2013 GOLDEN COAST DETAC

12 MIVIDA Supply & Install 1,850,000 2013 EMAAR DETAC

13 GEZA SYSTEM Supply & Install 2,250,000 2013 GEZA SYSTEM DETAC

14 Masjed Almoshier Tantawy - New Cairo

Supply & Install 1,500,000 2014 EGYPTIAN ARMY ARAB CONTRACTORS

15 UPTOWN CAIRO - Village G Supply & Install 2,200,000 2014 EMAAR ALLAM SONS

16 NEW CAIRO MALL Supply & Install 1,820,000 2014 Cairo Housing RWAD

17 SAKAN Residential Building Supply & Install 1,800,000 2014 Cairo Housing CAIRO HOUSING

18 UPTOWN CAIRO - Village K Supply & Install 680,000 2014 EMAAR ALLAM SONS

19 Miscellaneous Projects Supply & Install 46,000,000 PRIVATE VILLAS

PROJECTS IN PROGRESS - EGYPT

Item PROJECT SUPPLY / INSTALL AMOUNT

(EGP) DATE CLINTE MAIN CONTRACTOR

1 Cairo International Airport - Terminal 2 (Marmotec & HAZ Egypt JV)

Supply & Install 80,000,000 In Progress Cairo Airports LIMAK INSAT

2 ETISALAT MISR Headquarters at Smart Village (Marmotec & HAZ Egypt JV)

Supply & Install 12,000,000 In Progress ETISALAT MISR DETAC

3 Porto New Cairo Supply & Install 16,500,000 In Progress AMER GROUP DETAC

4 Headquarters of the Administrative Prosecution

Supply & Install 5,800,000 In Progress Administrative Prosecution

DETAC

5 Miscellaneous Projects Supply & Install 4,500,000 PRIVATE VILLAS

OUR PROJECTS

GIZA SYSTEM – OFFICE BUILDING

- INTERNAL FLOORING - INTERNAL STAIRS - EXTERNAL FLOORING - EXTERNAL CLADDING (MECHANICAL FIXING) - INTERNAL CLADDING - COUNTERS

OUR PROJECTS

AHLI UNITED BANK – NEW CAIRO

- INTERNAL FLOORING - INTERNAL WATER-JET FLOORING - INTERNAL STAIRS - EXTERNAL FLOORING - EXTERNAL CLADDING (MECHANICAL FIXING) - INTERNAL CLADDING - VANITY COUNTERTOPS

OUR PROJECTS

AMWAL – OFFICE BUILDING

- INTERNAL FLOORING - INTERNAL WATER-JET FLOORING - INTERNAL STAIRS - EXTERNAL FLOORING - INTERNAL CLADDING (MECHANICAL FIXING)

OUR PROJECTS

EASTERN COMPANY – OFFICE BUILDING

- INTERNAL FLOORING - INTERNAL STAIRS - EXTERNAL FLOORING - EXTERNAL CLADDING (MECHANICAL FIXING) - INTERNAL CLADDING - VANITY COUNTERTOPS

OUR PROJECTS

ALFUTTAIM VILLAS

- INTERNAL FLOORING - INTERNAL STAIRS - EXTERNAL FLOORING - EXTERNAL CLADDING (MECHANICAL FIXING) - VANITY COUNTERTOPS & SHOWER TRAY

OUR PROJECTS

ALNAEEM – OFFICE BUILDING

- INTERNAL FLOORING - INTERNAL STAIRS - EXTERNAL FLOORING - EXTERNAL CLADDING (MECHANICAL FIXING) - INTERNAL CLADDING - COUNTERS

OUR PROJECTS

GENERAL AUTHORITY FOR INVESTMENT BUILDING

- INTERNAL FLOORING - INTERNAL WATER-JET FLOORING - INTERNAL STAIRS - EXTERNAL FLOORING - EXTERNAL CLADDING (MECHANICAL FIXING) - INTERNAL CLADDING - VANITY COUNTERTOPS

OUR PROJECTS

Miscellaneous Projects

40 WEST

OUR PROJECTS


THE POLYGON - office space

OUR PROJECTS


PRIVATE VILLA

ABOUT DETAC MOTHER COMPANY

• Name of the company: Dar for Construction and Trading (DETAC) • Address: KM 28 - Cairo Alex. Road, Abu Rawash, Giza – EGYPT • Telephone: +20 2 3539 2701/2/3/4 • Fax: +20 2 3539 2700 • Website: www.detac.com.eg • Registration Statues: First category out of 7 categories available in Egypt (Construction,

Finishes & MEP) • Number of employees: 3,100 including 350 engineers • Field of Experience: - General contracting and construction - Manufacture and supplier as per DETAC Group list of companies: 1- DeMix Ready mix concrete 2- DeWood Wooden fire rated doors and products 3- DeTarget Applicator – Insulation and concrete repair works 4- MarmoTEC Marble and Granite products 5- AluRal Aluminum and curtain walling industry 6- ProGlass Architectural glass and glazing products 7- B&B Cement block factory 8- CSS A specialist company in the field of post tension technique 9- DeSteel Light steel products 10- DeFM Facility management services company • Projects: DETAC has completed many industrial, residential, administrative, educational

and healthcare projects for many prestigious clients designed / supervised by the most reputable multinational and local consulting firms.

• Annual Turnover: 1.4 B EGP (DETAC Group) – 700 M EGP (DETAC Construction) • Certifications: DETAC certified as ISO 9001:2008, 140001:2004, OHSAS 18001:2007

DETAC Group (Mother Company) – General Information

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