SteelTek Blank Quotation-2008

P.O. Box: 262012 Dubai, UAE - Tel: 04-8862788 - Fax: 04-STEELTEK STEELTEK FZCOFZCO

VIRO Tel : 04 - 269 2691P.O. Box 21615 Dubai Fax: 04 - 269 9382United Arab Emirates Mob: 050 - 652 3654Email: [email protected]

Attention : Mr. SAMEER QASEM, General ManagerSubject : Supply of STEELTEK Hot-Rolled Steel Building

Our Ref. : Quote No. Q08-101 Rev.0 Dated 01-Apr-2008

Project : Store Building Location : Plot SO10401, Jebel Ali Free Zone, Dubai, UAE

Dear sir,

Thank you for giving STEELTEK the opportunity to submit a proposal on this project.

This proposal is based on STEELTEK Design using standard Hot-Rolled sections as available in the local market. However, the overall dimensions and layout are in general accordance with your inquiry.

This proposal is based on the Hot-Rolled sections shown in the drawings received from you and as available in the local market, no design has been performed by us.

Please refer to section 14 of this offer for specific exceptions, deviations and assumptions that may be applicable to this offer.

We are hoping that our offer is to your satisfaction and we look very much forward to doing business with you.

Sincerely yours,

FAWAZ HARAKIManaging Partner050-6441230

Our Quote No.: Q08-______ Rev.: 0 Date: dd-mmm-2007 Page 1 of 21

STEELTEK STEELTEK FZCOFZCO

PROPOSAL INDEX

SECTION DESCRIPTION PAGE

1. Building Description 1.1 Building No. 1

2. Design Loads3. Applicable design and Building codes4. Material specifications5. Steel Work Finish 6. Standard Supplied Items 7. Fabrication Period 8. Unloading at job site 9. Proposal Validity 10. Changes/Revisions 11. Erection Works12. Supply & Erection Prices13. Payment Terms 14. Assumptions, Deviations & Exclusions15. Contract Form

ENCLOSURES

1. Proposal Drawings2. Product Brochure3. Standard Building Specifications4. Standard Terms & Conditions of Sale5. Standard Color Chart 6. Recommended L/C opening Procedure



Section 1. Building Description:

1.1 Building No. 1:

Usage ...................................... : Storage Quantity of identical Buildings... : One

General Features:

Type ......................................... : Clear Span / Multispan /Single SlopeWidth / Modules ..................... : Length / Bay Spacing............... : Eave / Clear Height ................. : Roof Slope ................................ :

Type of: Main Frames …………………………… : Hot-Rolled / Built-up / MixedLeft End Frame….…..................... : Post & Beam (Hot-Rolled) / Main Rigid FrameRight End Frame….…................... : Post & Beam (Hot-Rolled) / Main Rigid FrameBracing at Sidewalls ................... : Diagonal (Rods / Cables / Angles) / Portal FrameBracing between interior columns. : Diagonal (Rods / Cables / Angles) / Portal FrameBracing at Roof ........................... : Diagonal (Rods / Cables / Angles)Exterior column base condition….. : Pinned / FixedInterior column base condition….. : Pinned / FixedPurlins ……………………………….…… : Cold formed (200Z) bi-frameSidewall Girts ………………………….. : Cold formed (200Z) bi-frameEndwall Girts …………………………… : Cold formed (200Z) bi-frame

Additional Collateral Load ......... : kN/M²

Roof Panel ............................. : 26Ga, AluZinc alloy coated, high strength (Grade 50) steel profiled panel (Mill finish).

Wall Panel ............................. : 26Ga, GI coated, polyester painted, high strength (Grade 50) steel profiled panel (Color as per availability in Dubai market).

Roof & Wall ……………………….... : 0.7mm Aluminum, Polyester coated, profiled panel

(By others).Sandwich Panels at Roofs and Walls (by others):

Outer skin : 26 Ga, GI coated, high strength (Grade 50) steel, polyester painted, high rib profiled panel (Color as per availability in Dubai market).

Core : Polyurethane 50 mm thickness (HCFC free & fire retardant) 35-40 kg/m3 density.

Inner skin : 26 Ga, GI alloy coated, high strength (Grade 50) steel, polyester painted, low rib profiled panel (Color off-white).



Roof Liner Panel..................... : 26Ga, GI coated, polyester painted, high strength (Grade 50) steel profiled panel (Color: off-white).

Wall Liner (Keep flange braces).. : Walls are lined from ____ M to ____ M with 26Ga, GI coated, polyester painted, high strength (Grade 50) steel profiled panel (Color: off-white).

Note: For insulation please refer to the Special Buyouts part of this building.

Open Walls Condition:

All walls are fully sheeted. Walls are open all around from finish floor line up to 2.44 M for blockwall by others and sheeted above.



Partitions:

1. One (1) _________ M Long steel framed Transverse Partition sheeted one / two side with 26Ga, GI alloy coated, polyester painted, high strength (Grade 50) steel profiled panel (Color: off-white). Height of partition will be full height. Sheeting starts from 0.0 M level / above blockwall.

2. One (1) _________ M Long steel framed Longitudinal Partition sheeted one / two side with 26Ga, GI alloy coated, polyester painted, high strength (Grade 50) steel profiled panel (Color: off-white). Height of partition will be full height. Sheeting starts from 0.0 M level / above blockwall.

Roof extension:

1. Front Sidewall has a 900 mm Wide Roof Extension with / without soffit running: the full length of the building / ____ Met.

2. Back Sidewall has a 900 mm Wide Roof Extension with / without soffit running: the full length of the building / ____ Met.

3. Left Endwall has a 900 mm Wide Roof Extension with / without soffit running: the full width of the building building / ____ Met.

4. Right Endwall has a 900 mm Wide Roof Extension with / without soffit running: the full width of the building building / ____ Met.

Canopy:

1. Front Sidewall has a canopy 1500 mm Wide with / without soffit running: the full length of the building / ____ Met, clear height: ___ Met / Full Height.

2. Back Sidewall has a canopy 1500 mm Wide with / without soffit running: the full length of the building / ____ Met, clear height: ___ Met / Full Height.

3.4. Left Endwall has a canopy 1500 mm Wide running: the full width of the

building / ____ Met, clear height: ___ Met.

5. Right Endwall has a canopy 1500 mm Wide running: the full width of the building / ____ Met, clear height: ___ Met.

Vertical Fascia:

One (1) _____________mm High Cantilevered / Flush fascia with /without soffit, with / without back-up panel, around the entire building / sidewalls / endwalls.

Total lineal meters: ____________



Mezzanine:

Our supply includes a Mezzanine area of ______ M² consists of mezzanine columns, primary beams, secondary joists and mezzanine deck, designed for the following characteristics and loads:

1. Dead Load (concrete slab) . ………. : ______ kN/M²2. Live Load ……………………………….. : ______ kN/M² 3. Collateral Load ………………………… : ______ kN/M² 4. Mezzanine Columns spacing ……… : ______ Met5. Primary Beams spacing ……………. : ______ Met6. Secondary Joists spacing ………….. : ______ Met7. Slab / Clear height …………………… : ______ Met8. 0.7 mm thick Galvanized Hi-Rib Deck to support a 10 cm thick concrete slab

by others. Slab to be designed and reinforced by others to support all super imposed loads.

9. ____ Nos. Staircases (2 flights) including/excluding handrails without/with mid landing without/with top landing.

Cranes:

Our supply Includes Run way Beams, Columns Brackets and Crane Stops for the cranes listed below. Our supply does not include the Crane System and Crane Rails.

In the absence of actual Crane Data from you, STEELTEK will design the Crane Runway Beams and the Frames using loading data based on Kone Crane Systems. Vertical deflection is considered as L/600 unless noted.

In case the crane data is furnished after the project is awarded and was different from the data assumed below, a re-check on the design will be done which may increase the sizes of the crane beams and/or the main frame and may result in a change of price.

Cranes spanning Between lines ( ) and running between lines ( )

No. of cranes operating …….…….. : Type ……………………………………… : Top Running /Under Hung / Mono Rail / JIBCrane Capacity (MT) ……………….. : Span (Met) …………………………..… : Length (Met) ………………………..… : Hook / Beam Height (Met) ……….. : Wheel Base (Met) ..………………….. :Wheel Load (kN) ……………………… : Bridge Weight (MT) ………………….. : Trolley Weight (MT) …………………. :



Roof Monitor

Complete framing and roof panels to field-assemble a roof monitor vent as follows:

Throat width (m) ………….. : 1.00Length (m) …………………... : 62.00Height (m) ……………………. : 1.00Overall width (m) …………... : 1.20Eave Condition …………….… : Eave trimWall conditions ………………. : Aluminum Side Louvers (By others) Open

Platform :

Consists of beams and joists as follows:

Length (m) …………………… : 8.433 Width (m) ……………………. : 3.00Height (m) ……………………. : 3.00Flooring ……………………….. : 5.0mm thick chequered plate.Dead Load …………………… : 1.0 kN/M2Live load ………………………. : 2.0 kN/M2Staircase ………………………. : 1 No. in each platform (2 flights) including handrails with mid

landing with top landing



Standard Accessories (per one building):

1. _______ ( ) White Translucent Roof Lights.Size is 1000 mm wide x 3250 mm long.

2. _______ ( ) Ridge Ventilators, mounted as single units/in continuous runs.Size is 600 mm throat x 3 M long.

3. _______ ( ) Framed Openings, complete with cold formed steel members and trims.

Size is ____ mm wide x ____ mm high.4. _______ ( ) Double Sliding Doors

Size is ____ mm wide x ____ mm high.5. _______ ( ) Framed Openings, complete with jambs, header and trims.

Size is ____ mm wide x ____ mm high.6. _______ ( ) White Translucent Wall Lights.

Size is 1000 mm wide x ____ mm long.

Special Buyouts (per one building):

1. 50/75/100mm fiberglass blanket insulation at roof.2. 50/75/100mm fiberglass blanket insulation at sheeted walls.3. ______ ( ) Single leaf Personnel Doors, complete with standard hardware.

Size is 915 mm wide x 2135 mm high.4. ______ ( ) Double leaf Personnel Doors, complete with standard hardware.

Size is 1830 mm wide x 2135 mm high.5. ______ ( ) Aluminum horizontal sliding Windows with insect screen.

Size is 1000 mm wide x 1000 mm high.6. ______ ( ) Aluminum horizontal sliding Windows with insect screen.

Size is 1500 mm wide x 1000 mm high.7. ______ ( ) Adjustable, manually operated, Aluminum Wall Louvers with

insectscreen.Size is 900 mm wide x 1000 mm high.

8. ______ ( ) Fixed Aluminum Wall Louvers with fixed blades & insect screen.Size is 1500 mm wide x 1000 mm high.

9. ______ ( ) Manually/Electrically operated Roll-Up-Doors.Size is ____ mm wide x ____ mm high.Power is 110v/220v, 50/60 Hz, 3 Phase./Single Phase.

10. ______ ( ) Colt Tornado roof mounted Power Vents.Power is 220/110v, 50/60 Hz, 3 Phase.



Section 2. Design Loads

All buildings included in this proposal are fabricated as per the tender designed drawings. No design has been done by us.

All buildings included in this proposal are designed for the following Live Load and Wind Speed. Additional Collateral Loads are noted under Building Description.

Dead Load at roof and purlins ………………….…… : 0.10 kN/M²Live Load ........................................................ : 0.60 kN/M²Wind Speed ..................................................... : 160 KPH

Note: Wind speed is 3-second gust wind speed applied as per MBMA 2002.

Section 3. Applicable Design & Building Codes:

Loads and deflections are applied in accordance with:

Metal Building Systems Manual (Edition 2002)Metal Building Manufacturers Association, Inc. (MBMA) 1300 Summer Ave., Cleveland, Ohio 44115, USAPhone: (001-216) 241-7333 • Fax: (001-216) 241-0105

Steel Components are fabricated in accordance with:Steel components are designed in accordance with:

Manual of Steel Construction (Edition 1989) – Allowable Stress Design American Institute of Steel Construction, Inc. (AISC)1 East Wacker Drive, Suite 3100, Chicago, Illinois 60601-2001, USAPhone: (001-312) 670-2400 • Fax: (001-312) 670-5403

Cold-Formed Steel Design Manual (Edition1996)American Iron and Steel Institute (AISI)1140 Connecticut Avenue, NW Suite 705, Washington DC 20036, USAPhone: (001-202) 452-7100 • Fax: (001-202) 463-6573

Structural Welding Code Steel Manual (AWS D.1.1/D.1M:2004)American Welding Society (AWS)550 NW LeJeune Road, Miami, FL 33126, USAPhone: (001-800) 443-9353 • Fax: (001-305) 443-5647

Steel Components are fabricated in accordance with:

• 2002 MBMA • 1989 A.I.S.C. • 2004 A.W.S. D.1.1/D.1M



Section 4. Material Specifications

The following is the list of the material standards and specifications for which the building components have been designed:

Hot Rolled Sections ………………………….. : BS 4360 S275 (Grade 43) / ASTM A36 or equalPlates …………………………………………….. : S275JR for Materials thickness ≤ 20mm

S275JO for Materials thickness > 20mm, ≤ 40mm

S275J2G3 for materials thickness >40 mm, ≤90mmHollow sections ………………………………. : S275JOH for thickness ≤ 40mmCold Formed members ……………………… : ASTM A653M SS Grade 340 Class 1 galvanized to

275 gm/m2Roof & Wall Panel (Aluzinc Sheet) ……... : ASTM A792M Grade 345B: Coating AZ150Roof & Wall Panel (Aluminum Sheet) ….. : AA Alloy 3105Mezzanine Deck Panels ……………..……… : ASTM A653M SS Grade 340 Class 1: Coating Z275X-Bracing Rods …………………………….…… : ASTM A36Angles ……………………………………………… : ASTM A36Anchor Bolts……………………………………… : Hot Rolled bar per ASTM A36 or Grade 4.6

Hot Dip Galvanized to A153, Class C or equivalentHigh Strength Bolts ……………………………. : A325 M Type 1 / Din 933 HEX Bolt Grade 8.8,

fully threaded Hot Dip Galvanized to BS 729Machine Bolts ……………………………………. : DIN 933 Class 4.6/4.8 Yellow Chromate

Section 5. Steel Work finish

5.1 Secondary Steel

Roof Purlins, wall girts, eave struts, base angles and gable angles shall be cold formed from galvanized steel coils.

All other secondary steel members (wind columns, flange stays and other small misc. items) will be cleaned and painted at our factory with one coat of red oxide/grey oxide primer.

OR All secondary steel members will be shot blasted and painted at our factory

with the special paint system described below.


STEELTEK STEELTEK FZCOFZCO5.2 Primary Steel

All primary steel members will be cleaned and painted at our factory with one coat of red oxide/grey oxide primer.

OR All primary steel members will be shot blasted to Swedish SA-2½ standard

and painted with the special paint system described below.

5.3 Special Paint System

Primer: (75microns DFT) : A two pack high performance epoxy primer. Volume solids contents 57%.

Intermediate coat: (125 micronss DFT) : A High Build Epoxy polyamide coating. Volume solids contents 56%.

Finish coat: (50 microns DFT) : A two component epoxy-polyamide pigmented with durable pigments giving a glossy topcoat. Volume solids contents 52%.

Total thickness = 250 microns DFT.

Finish coat: (50 microns DFT) : A two component acrylic polyurethane giving a high performance finish. Volume solids contents 52%.

Primer: (75microns DFT) : A two pack high performance epoxy primer containing zinc phosphate pigments. Volume solids contents 57%.

Intermediate coat: (145 micronss DFT) : A High Build Epoxy polyamide coating containing high quality inert pigments. Volume solids contents 56%.

Finish coat: (50 microns DFT) : A two component acrylic polyurethane giving a glossy topcoat. Volume solids contents 52%.

Total thickness = 270 microns DFT.

Primer: (25microns DFT) : A two pack high performance epoxy primer. Volume solids contents 57% (Red Color).

Primer: (75microns DFT) : A two pack high performance epoxy primer. Volume solids contents 57% (Red Color).

2 Intermediate coats: (total 170microns DFT) : A High Build Epoxy polyamide coating. Volume solids contents 56% (Grey Color)

Finish coat: (50microns DFT) : A two component acrylic polyurethane giving a glossy topcoat. Volume solids contents 52%.


STEELTEK STEELTEK FZCOFZCOTotal thickness = 320 microns DFT

Primer: (50 microns DFT ). A high quality matt red oxide primer based on modified synthetic polyester resin incorporating anticorrosive Zinc Phosphate pigment.

Finish coat: (50 microns DFT ). A high quality Finish coat based on modified synthetic polyester resin incorporating anticorrosive Zinc Phosphate pigment. Color is semi gloss to be selected from standard color chart.

Total DFT = 100 microns

Section 6. Standard Supplied Items:

The following are normally supplied unless mentioned otherwise: 1. Anchor Bolts for Rigid Frames, End wall Posts & Framed openings2. Bracing3. Connection Bolts4. 12 / 16 mm Dia sag rods, Electro-galvanized Sag Rods, each is supplied with 2

electro-galvanized nuts and 2 electro galvanized washers, 1 row per bay at roof and sidewalls for bays between 4.5m and 7.6m, and 2 rows above 7.6m.

The following are normally supplied by cladding supplier:1. Eave Gutters / Curved eaves / Valley Gutters2. Downspouts3. All necessary Flashings & Trims 4. Closure Strips5. End lap Mastic6. Sheeting Fasteners



Section 7. Fabrication Period:

7.1 Our current Fabrication Period is ___ weeks from the latest date of receipt and acceptance of the following at STEELTEK Office in Jebel Ali, Dubai: • Down payment• Final change order• Acceptable Letter of Credit/Final Accepted L/C amendment • Signed final "approved as noted" Approval Drawings

7.2 If Approval drawings and design calculations are required, they will take a minimum of 3 weeks for submittal, provided downpayment is received.

7.3 Approval drawings must be returned to our office within 4 weeks of receipt by customer in order to start the detailing and fabrication works. Delay in returning approval drawings may result in a change to our delivery commitment.

Section 8. Unloading at job site:

The client or his contractor is responsible for unloading of STEELTEK supplied material at the job site.

Section 9. Proposal and Contract Validity:

This proposal is valid for 10 days from the above noted date. Any extension of validity by STEELTEK must be in writing.

Once the contract is signed it will valid for 60 days whereby the project has to be approved for production and first payment has to be paid within this period. Otherwise, STEELTEK reserves the right to re-price the contract according to the steel prices prevailing at the time of production and apply the increase if any.

Section 10. Changes/Revisions:

Any changes and/or revisions to the above stated scope of supply may result in variation in the price and a change in the delivery period. Changes must not hold payment for work completed in the original contract.



Section 11. Erection Works:

11.1 Our Scope of Work

1. Co-ordinate with the main contractor and check the setting of Anchor Bolts prior to the casting of pedestals.

2. Unload material at jobsite.

3. Check STEELTEK received material at jobsite against shipping list, Bill of Materials (BOM) and Erection Drawings to establish short shipments (if any).

4. Take full responsibility for protecting the STEELTEK supplied materials from any mechanical and environmental damage once it is delivered and store it appropriately at the jobsite.

5. Erect STEELTEK Materials in strict accordance with STEELTEK Erection drawings, guidelines and method statement.

6. Provide Workmen Compensation insurance for our erectors.

7. Provide Contractors all risk insurance during the duration of erection.

8. All civil and electro-mechanical works are excluded from STEELTEK scope.

9. The supply and apply of non-shrink Epoxy grouts under steel columns (if required), to be done by main contractor not by STEELTEK.

10. Any alteration, changes, different than what is shown in STEELTEK drawings, if requested by you, to be considered as a variation with additional cost and time extension which should approved by the buyer prior to commencing it.

11.2 Special Conditions required by STEELTEK

Our erection price and erection duration are based on the following conditions:

1. Civil work of the building to be ready for us to start erection immediately upon receiving STEELTEK supplied material on site.

2. The setting of anchor bolts must be in complete accordance with STEELTEK “Anchor Bolt Setting Plan Drawing issued for construction to be done by Main Contractor and checked by STEELTEK.


STEELTEK STEELTEK FZCOFZCO3. Client/Main Contractor must provide proper and adequate storage and

access area for unloading and storing of materials at jobsite.

4. 3.00 Met wide, clear compacted and unobstructed area around each building necessary for access to be arranged by the main contractor.

5. Potable and non-potable water supply and electrical power supply on site during the erection period to be provided to us free of charge.

6. Site security at jobsite to be provided by the main Contractor in order to prevent theft of STEELTEK materials or tools & equipment. In case of rubbery, compensation to be claimed from the main contractor.

7. A space for project signboard to be allocated for STEELTEK jobsite sign.

8. The building RCC slabs must be completed before erection begins to enable us to unload STEELTEK material on finished slabs in order to prevent damage to the material prior to erection. Good compacted surface may be accepted.

9. Damages to STEELTEK work caused by the work of other contractors shall be corrected at their cost and additional time will be requested.

10. Our erection price is based on one mobilization cost. If we have to stop work on site due to reasons inflicted on us by contractor/consultant/owner for a period that is longer than 10 days we reserve the right to charge for remobilization. The cost of each remobilization is Dhs.5,000. The additional time required for each remobilization is 7 days.

11. If erection is stopped for short intervals of time (days) due to a cause made by contractor/consultant/owner, and our labor sits idle at the site, the amount of Dhs. 1000/day will be charged for each such stoppage.

12. All Carnage to be supplied by the main contractor.

11.3 Erection Duration:

Erection will be completed after _8 Weeks from arrival of first delivery of STEELTEK Material at jobsite provided that no stoppage is imposed by customer/contractor once erection commences.

11.4 Special Inspection:

Any inspection and special testing (other than STEELTEK standard Q/C, Q/A) is excluded, and will be charged extra if required. Payment should not be held because of testing.



Section 11 . 12 . Supply & Erection Prices:

Steel supply prices

Total C & F Jobsite Price ................................................. : Dhs. ___,___,___

Buyouts Supply prices

Total C & F Jobsite Price ................................................. : Dhs. ___,___,___

Erection Price



Section 12. 13 . Payment Terms:

13.1 Payment of materials supply

Payment to be by current / post dated checks (90 days) payable to STEELTEK:

20% of contract price to be given at the time of signing the contract. 30% of contract price to be given at the time of approving the drawings for

production 50% of contract price to be given to us prior to start shipment.

OR 20% Down payment thru telex transfer. 80% payment by a sight irrevocable letter of credit confirmed by a UAE

bank.

For Extended payment up to 90 days please add 0.75% of the C & F price for each month of extension i.e. for 90 days please increase the C & F price by 3 x 0.75 = 2.25%.

The value of LC’s opened from a bank outside the UAE should be increased by 0.5% per quarter to cover confirmation charges in the UAE.

Beneficiary shall be: STEELTEK FZCO

Note:All materials are the property of STEELTEK, even it is in the customer site, until the full payment is received

Overland Delivery to countries within the G.C.C.All expenses in UAE including custom duties and clearance fees are paid by STEELTEK. Deliveries are made to the Customer’s jobsite. Demurrage due to delays in unloading trailers is the Customer responsibility. Supply price does not include the unloading of STEELTEK’s materials at the Customer’s jobsite.

Overland Delivery to countries outside the G.C.C. Any expense incurred inside the importing country, including custom duties, taxes, clearance fees or demurrage due to delays in unloading trailers is the Customer responsibility. Supply price does not include the unloading of STEELTEK’s materials at the Customer’s jobsite.

Deliveries to a Sea Port Any expense incurred inside the importing country, including custom duties, taxes, clearance fees or demurrage due to delays in returning containers to shipping line is the Customer responsibility.Our price is up to the port only, price of shipment from the port to job site are to be borne by the customer.

13.2 Payment of Erections works



Payment to be by current dated checks payable to STEELTEK FZCO on monthly basis.Check to be received within 2 weeks after submitting the invoice, failing to settle the payment may result of stopping the work.



Section 13. 14 . Assumptions, Deviations & Exclusions:

14.1 Standard Exclusions

1. No allowance has been made to design, detail, coordinate, manage or build any architectural features or art works other than what is shown on STEELTEK’s offer or STEELTEK’s drawings.

2. No allowance has been made to coordinate or manage the design of MEP (Mechanical, Electrical and Plumbing) services nor have we allowed for the support of MEP equipment unless specifically mentioned in STEELTEK’s offer and agreed upon in writing with the Customer.

3. Site paint and touch-up to be done by the erection sub-contractor.

4. Our price is for supply only, erection price to be obtained from erection sub-contractor.

5. Our price does not include doors, windows or any other works not specifically mentioned in the offer and agreed upon in writing with the Customer.

6. All interior partitions are to be made by others and to be self supported unless specifically mentioned in our offer and agreed upon in writing with the Customer.

7. Any inspection and special testing of any STEELTEK Building element (other than what is in STEELTEK standard Quality Plan) is excluded. Additional price will be charged if such inspection and special testing is required. However, STEELTEK will provide customer with a reasonable quantity of material for testing at no cost to customer. STEELTEK accepts to conduct additional tests (at customer expense) at 3rd party testing labs selected by customer.

8. All civil, mechanical and electrical works are to be done by the main contractor.

9. Non-shrink epoxy grouting under steel columns is not in STEELTEK scope of work.

10. Unloading of material at jobsite (for jobs requiring overland transport) is not included in our supply price and to be done by the erection subcontractor, the main contractor or the customer.

11. Shop Joints shall be full strength butt welds at locations of minimum stress. Members of length more than 6.0m may have a maximum of one welded shop joint required to suit available length and to minimize the wastage.



14.2 Special Exclusions

1.

Section 14. 15. Contract Form:

THIS CONTRACT is entered into on the ________ day of _________________ 2007 AD

BETWEEN, _______________________________________________ ON THE ONE HAND, located in _____________________________________________________________________ and represented by Mr. _________________________________________________________duly authorized to enter into this contract.

AND

STEELTEK FZCO, ON THE OTHER HAND located in Jebel Ali Free Zone, P.O. Box 262012, Dubai, United Arab Emirates, and represented by Mr. ________________________________ duly authorized to enter into this contract.

NOW THEREFORE the parties agree as follows:

WORK TO BE PERFORMED: Except as otherwise provided in this contract, STEELTEK shall furnish all materials and perform operations as necessary and required to carry out and perform in accordance with the terms and conditions of this contract for the TOTAL SUM OF Dhs._______________________

DOCUMENTS INCORPORATED: The following attachments from STEELTEK are by this reference incorporated herein and made a part of this contract.

1.Proposal No.__________Rev.No.___Dated__________ with agreed and initialed amendments.2. Standard Terms & Conditions of Sale.3. Standard Buildings Specifications.

IN WITNESS HEREOF, the parties hereto have executed this Contract. Authorized Signature __________________ Authorized Signature ___________________

Name : _____________________________ Name : ______________________________

Title: _______________________________ Title: ________________________________

Date : ______________________________ Date : _______________________________

Company Stamp:______________________ Company stamp:_______________________



STEELTEK FZCO


SteelTek Blank Quotation-2008

Documents

steel building

building codes

supply of steeltek hot

steeltek design

proposal drawings

proposal validity

post beam hot

store building location