LY-O-31989 RV04 Proposal (1)[1]

PROPOSAL:

LY-O- 31989

MAMMUT BUILDING SYSTEMS® FZC

4

2 5 - Ja n - 12

P R E P A R E D B Y

Diaa El Kenawy Regional Sales Manager Tel : Cell : +20 122 2434 932 Fax : E mail : [email protected]

C O R P O R A T E A D D R E S S

P O Box 41668 Sharjah, UAE. Location : Hamriya Free Zone Direct : +971 4 801 2222 Fax : +971 4 801 2223 E mail : [email protected]

REV I S IO N N O . : -

D a t e . : -

www.mammutsteel.ae

VVV222...999bbb

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Sheet 2 of 22 Version 2.9

Attention : Mr. Mohamed Mansour Bokhdair (Managing Director) : Subject : Supply of Pre-Engineered Building by Mammut Building Systems. Project : Warehouse Dear Sir, Thank you for giving us the opportunity to submit a proposal for the above noted project. Our proposal is based on ‘Standard Design Criteria’, ‘Standard Material Specifications’, ‘Standard Terms and Conditions of Sale’ and ‘Standard Panel Colors’ of Mammut Building Systems FZC. However, the overall dimensions and layout are in general accordance with your inquiry. Mammut’s intent is to comply with your project requirements. Occasionally this may not be possible. Please refer to Section 9 of this proposal offer for specific exceptions, deviations and assumptions that are applicable to this offer. We are very keen to secure the order for this project and we look very much forward to doing business with you. Mammut’s policy of continuous improvement and development is adapting the latest Codes and Specifications as possible. We assure you for the superior quality of our buildings. Sincerely yours, Diaa El Kenawy Regional Sales Manager Mobile: + 20 122 2434 932 Email: [email protected]

MBS Quote No: LY-O- 31989

Rev No:

4

Date :

25-Jan-12

Al Mansour Diapers Factory Kraimiea, Tripoli libya Phone :- +218 21 5670232 Fax :- +218 21 5670229 Email :- [email protected]

Reference :

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PROPOSAL INDEX

SECTION 1: BUILDING DESCRIPTION................................ ................................ ................................ ........... 4 1.1 BUILDING NO. 01 ................................ ................................ ................................ ................................ ............. 4 1.1.1 BUILDING NO. 01 AREA NO. 01 ................................ ................................ ................................ ............ 4 1.1.1 BUILDING NO. 01 AREA NO. 01 (CONT) ................................ ................................ .............................. 5

SECTION 2: PANEL DESCRIPTION................................ ................................ ................................ .................. 6 2.1 BUILDING NO. 01 ................................ ................................ ................................ ................................ ............. 6 2.1.1 BUILDING NO. 01 AREA NO. 01 ................................ ................................ ................................ ............ 6

SECTION 3: DESIGN LOADS................................ ................................ ................................ .............................. 7 3.1 BUILDING NO. 01 ................................ ................................ ................................ ................................ ............. 7 3.1.1 BUILDING NO. 01 AREA NO. 01 ................................ ................................ ................................ ............ 7

SECTION 4: SURFACE PREPARATION & PAINT SPECIFICATION................................ ......................... 8

SECTION 5: STANDARD & SPECIALLY SUPPLIED ITEMS ................................ ................................ ....... 9

SECTION 6: SUPPLY DELIVERY AND DISPATCH PERIOD................................ ................................ ..... 10

SECTION 7: SUPPLY PRICE AND ALTERNATIVE PRICE OPTIONS ................................ ..................... 11

SECTION 8: PAYMENT TERMS ................................ ................................ ................................ ...................... 12

SECTION 9: EXCLUSIONS, DEVIATIONS & ASSUMPTIONS................................ ................................ ... 13

SECTION 10: CONTRACT FORM FOR SUPPLY OF STEEL & CLADDING................................ ........... 14

ANNEXURE - 1 ................................ ................................ ................................ ................................ ..................... 15

ANNEXURE - 2 ................................ ................................ ................................ ................................ ..................... 16

ANNEXURE - 3 ................................ ................................ ................................ ................................ ..................... 17

ANNEXURE - 4 ................................ ................................ ................................ ................................ ..................... 20

ANNEXURE - 5 ................................ ................................ ................................ ................................ ..................... 21

ANNEXURE - 6 ................................ ................................ ................................ ................................ ..................... 22

ENCLOSURES & NOTES:

Proposal Drawings

Standard Product Specifications

Standard Panel Color Guide

Standard Terms & Conditions

Product Brochure

Sandwich Panels Write out

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SECTION 1: BUILDING DESCRIPTION

1.1 BUILDING NO. 01

1.1.1 BUILDING NO. 01 AREA NO. 01

BUILDING PARAMETERS

1 Type Multi-Span

2 No. of Interior columns One

3 Width Module (m) [email protected]

4 Roof Slope 1 : 10

5 Width (m) 60.20//60.60 Out/Out of column outer flange Out/Out of Steel girts

6 Length (m) 102.00 Center line to Center line

7 Exterior Columns Base Condition Pinned

8 Interior Columns Base Condition Pinned

9 Height (m) from FFL 9.50 Clear Height

10 Bay Spacing (m) [email protected]

Frame Type: Bearing Girts: Flush

Left Endwall Column Spacing : [email protected]

Frame Type: Bearing Girts: Flush 11 Endwalls

Right Endwall Column Spacing : [email protected]

At Exterior Walls Diagonal 12

Bracing Type Between Interior Walls Diagonal

13 Type of Eave Eave Gutters & Downspouts

14 Type of Gable Gable Trim

15 Exterior Rigid Frame Columns Tapered Web

16 Fillet Weld of Built up Sections Double Side Welding for all Built up sections Due to Hot Dip Galvanizing

Note:- Additional 2 holes 16mm diameter at every location described below on the lower flange of the roof rafter for fixing light lamps with U bolt by others. Locations of holes: 5m-10m-10m-5m-intrmidiate column centerline-5m-10m-10m-5m from near side wall column exterior flange. These holes will be shown on our approval drawings.

OPEN WALL CONDITIONS Please refer to section “2” for roof & wall panel description.

1 Near Side Wall Open up to 4.50M for Blockwall by others and above sheeted

2 Far Side Wall Open up to 4.50M for Blockwall by others and above sheeted

3 Left End wall Open up to 4.50M for Blockwall by others and above sheeted

4 Right End wall Open up to 4.50M for Blockwall by others and above sheeted

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SECTION 1: BUILDING DESCRIPTION

1.1 BUILDING NO. 01

1.1.1 BUILDING NO. 01 AREA NO. 01 (CONT)

LINER PANELS Please refer to section “2” for interior roof & wall liner panel description.

Area (m2) Roof is fully lined.

Flange braces Rafter flange braces will be kept 1 Roof Liner

Location Liner panel is located under purlins

Area (m2) All sheeted walls are lined

Flange braces Column flange braces will be kept 2 Wall Liner

Location Liner panel is located against girts inside the building

For Basic Price Only

ROOF ACCESSORIES Quantity per Area

No. Description 01

1

Roof Insulation. Type: Fiberglass Thick (mm): 50. Density (Kg/m3) = 12 Facing: WMSK (White) Coverage Area (m2) = Full Roof Area

Full Area

2 Framed openings for power ventilator to be future installed 12

Note:- **Wall light will be double layer interior and exterior same as exterior sheeting and liner. Its length is 54m every side wall continuous for 1 bay of 6m with total of 9 bays on each side wall distribution will be one bay with wall light & the other with out and so one. Fiber glass wall light height is 1.5m height (sheet divided by 2) Height could be adjusted as per girts distribution its location on the wall will be starting from eave

For Basic Price Only WALL ACCESSORIES

Quantity per Area

No. Description 01

1 Single Skin Clear Translucent Fiberglass Wall lights W (mm) =1000 x L (mm) = 3250. Thk. (mm) =1.5

108**

2

Double sliding doors with cladding similar as wall cladding Width (mm): 5000 Height (mm): 5000 2 doors will be on LEW 1 doore will be on NSW

3

3

Wall Insulation. Type: Fiberglass Thick (mm): 50. Density (Kg/m3) = 12 Facing: WMSK (White) Coverage Area (m2) = All sheeted walls

All Sheeted Walls

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SECTION 2: PANEL DESCRIPTION

2.1 BUILDING NO. 01


ROOF PANEL ( For buildings )

Profile M45–250. Thickness(mm): 0.5

Material AluZinc coated steel

Finish Polyester Painted Single Skin

Color Mammut Standard Pale Green) ( RAL 6021)

WALL PANEL ( For buildings )

Profile M45–250. Thickness (mm): 0.5

Material AluZinc coated steel

Finish Polyester Painted Single Skin

Color Mammut Standard Pale Green ( RAL 6021)

Note:- 1.0% of total sheeting area will be additionally supplied and its length to be same length as tallest sheet.

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SECTION 3: DESIGN LOADS

3.1 BUILDING NO. 01


DESIGN LOADS

1 Design Live Load ( kN/m2 ) on roof 0.57

2 Design Live Load ( kN/m2 ) on frame 0.57

3 Wind Speed ( km/hr ) ( 3 second gust ) 160

4 Additional Collateral Load ( kN/m2 ) None

5 Roof Snow Load (kN/m2) None

6 Seismic Zone as per UBC 1997 2a

7 Temperature Load None

8 Rainfall intensity for design of gutters & downspout (mm/hr) 150

Important Notes:

Wind speed MBMA 2006 defines the wind speed as the 3 seconds gust wind speed.

Seismic Zones Mapped Short Spectral Response ( SDS ) & 1 Second Spectral Response ( SD1 ) are required as per MBMA 2006 ( IBC 2006 & ASCE 7-05 ) in order to calculate the Seismic loads on a structure at a given site. If these values are not available, Mammut will calculate these values by trail and error in order to generate the same base shear as per UBC 1997.

Load combinations Load combinations are considered as per MBMA 2006

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SECTION 4: SURFACE PREPARATION & PAINT SPECIFICATION

FOR PRIMARY STEEL Mammut offers its in-house paint system applied to Primary structural components. Secondary structural members such as roof purlins, wall girts, eave struts, base angles and gable are made out of pre-galvanized steel which is roll formed or press bent.

4.1 Surface Preparation

All primary structural components will be Shot blasted to Swedish SA-2.5 standards.

4.2 Paint Specifications:

All steelwork is to be Hot Dip Galvanized to finish zinc layer thickness of 85 microns.

FOR SECONDARY STEEL Secondary structural members such as roof purlins, wall girts, eave struts, base angles and gable are made out of pre galvanized steel - which is roll formed or press bent.

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SECTION 5: STANDARD & SPECIALLY SUPPLIED ITEMS

5.1 Standard Supplied Items The following items are supplied with Mammut buildings unless otherwise noted: 5.1.1 Structure Related

Hot dip galvanized anchor bolt assembly for rigid frames and end wall posts.

Hot dip galvanized high strength connection bolt assembly comprised of bolt, nut and washer.

Expansion bolts at base of jambs for wall located framed openings (If any). 5.1.2 Panels Related

At Eaves Eave gutters & downspouts at sidewalls

Gable trims, corner flashing, drip trims and all necessary flashing & trims. 0.5 mm painted AluZinc coated steel.

Foam closures (inside & outside).

Bead mastic, one row at all side laps and end laps of roof panels.

Self drilling fasteners to fix roof and wall panels to secondary members. Carbon steel fasteners (normally used with AluZinc coated steel panels).

5.2 Special Supplied Items for this Project No Special supplied items are included for this project.

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SECTION 6: SUPPLY DELIVERY AND DISPATCH PERIOD

In this proposal the term “Delivery” means “Dispatch of Materials from Mammut’s Factory”. 6.1 Within this proposal’s validity period our Delivery Period for this project is as follows:

The whole project will be ready for delivery after 7 to 8 weeks of the delivery trigger date.

6.2 The Delivery trigger date is the latest date of receipt and acceptance of the following at Mammut Head office in Dubai, U.A.E.:

Signed Contract (All pages of this proposal document and hand written notes to be initialed by both parties).

Final Building(s) Revision/modification irrespective of how insignificant it is.

Your written acceptance of price change orders that result from revisions to buildings.

Acceptable Letter of Credit (LC) including all amendments requested by Mammut.

Signed "Approved as Noted" or "Approved As Is" Approval Drawings

6.3 Approval drawings (detailed proposal drawing ) showing complete building layout dimensions will be submitted after 10-14 days from date of entry of job in Mammut’s order register provided

that all technical information is available at time of order entry. 6.4 Delivery period may be changed if validity period of this proposal expires and/or if the job is not released

for production within 90 days of date of Mammut’s first submission of approval drawings. 6.5 Preparation of shop details required for fabrication can only begin after receipt of a signed copy of Mammut

Approval Drawings. 6.6 Standard stock of Anchor Bolts takes about 10 days to deliver from the time of receipt of approval drawings

approved for fabrication. Any non standard size or grade of anchor bolts needs about 4 weeks for delivery. 6.7 Mammut shall not be responsible for delay in delivery of material due to Force Majeure.

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SECTION 7: SUPPLY PRICE AND ALTERNATIVE PRICE OPTIONS

7.1 Total Supply Price C & F TRIPOLI Port in USD.

BASIC PRICE BREAKDOWN BY BUILDING NUMBER

Bldg. No. No. of Containers C & F

Port Price

01 +15 383,000

Total +15 383,000

7.2 Alternative Price Options None 7.3 Important Notes:

7.3.1 Insurance of Materials during transit. Insuring material supplied during transport is an option for the customer at his expenses.

7.3.2 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.

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SECTION 8: PAYMENT TERMS

MAMMUT BANK INFORMATION & APPLICABLE LAW & DISPUTES 8.1 Payment Terms

20% Down payment on Job confirmation. Down payment may be made either by a Current Dated Cheque in favor of “Mammut Building Systems FZC” or by Telex Transfer (See bank details as below)

80% Payment by a Sight Irrevocable Letter of Credit (LC) 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 0.50 % per quarter to cover confirmation charges in the UAE.

Beneficiary shall be : Mammut Building Systems, FZC

Goods Description : Pre-Engineered Steel Building Components 8.2 Mammut Bank Information

A. Letter of credit should be opened in following bank (Please consult Mammut for Mammut’s Pro-forma Invoice, stating the correct bank, at time of opening LC).

ACCOUNT TITLE: MAMMUT BUILDING SYSTEMS FZC BANK NAME: EMIRATES NBD BANK PJSC BRANCH: JEBEL ALI ADDRESS: P.O. BOX 2923, DUBAI, U.A.E AED ACCOUNT: 101-10642055 01 IBAN NO.: AE610260001011064205501 SWIFT CODE: EBILAEAD B. For payment by Telex Transfers (T. T.) please send on below bank details.

ACCOUNT TITLE: MAMMUT BUILDING SYSTEMS FZC BANK NAME: MASHREQ BANK PSC BRANCH: SHARJAH BRANCH ADDRESS: P.O. Box 22602, Sharjah, U.A.E. AED ACCOUNT: 04 96 305380 IBAN NO.: AE150330000010496305380 SWIFT CODE: BOMLAEAD

8.3 Applicable Law & Disputes:

This quotation, its application and interpretation shall be governed by The U.A.E. laws; and

The U.A.E. Laws, its provisions and executive regulations and decisions shall apply to any matter not provided herein; and

Any dispute arising out of the formation, performance, interpretation, nullification, termination or invalidation of this quotation or arising there from or related thereto in any manner whatsoever, shall be settled by arbitration in accordance with the provisions set forth under the Rules of Commercial Conciliation and Arbitration (“the Rules”) of the Dubai Chamber of Commerce & Industry, by one or more arbitrators appointed in compliance with the Rules.

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SECTION 9: EXCLUSIONS, DEVIATIONS & ASSUMPTIONS

9.1 Standard Exclusions

1. Any approvals and all necessary permits from City, District, State or Federal Agencies as required. Customer to advice / release Mammut to fabricate upon receiving such information.

2. Any design, detailing, coordination, management or building of any architectural features or art works other

than what is shown on Mammut’s contract or Mammut’s proposal drawings.

3. Any design, coordination, management of MEP (Mechanical, Electrical and Plumbing) services.

4. Any site paint, touch-up or fire resistant paints and fire proofing.

5. Any building erection, unless erection is by Mammut.

6. Any doors, windows or other works unless specifically mentioned in the contract and agreed upon in writing with the Customer.

7. Any interior partitions to be made by others unless specifically mentioned in the contract and agreed upon in

writing with the Customer. 8. Any inspection and special testing of any Mammut Building element (other than what is in Mammut

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

9. Any civil, mechanical and electrical works.

10. Any foundation design and execution.

11. Any non-shrink epoxy grouting under steel columns.

12. Unloading of material at jobsite.

13. Any surety bonds, import taxes and liquidated damages.

14. Customer and their consultants are always welcome to visit Mammut office and factory. This visit

should not in anyway obstruct or affect the flow of work process. It can be organized with our area sales office at a mutually agreed prior notice (minimum 48 hours).

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SECTION 10: CONTRACT FORM FOR SUPPLY OF STEEL & CLADDING

A CONTRACT shall be entered into by the Customer and Mammut. The Contract shall specify the scope of works required from Mammut and the rights and obligations of the contracting Parties. Furthermore, the Contract shall be constituted of the following documents:

1. Mammut’s Sales Proposal Quotation No. LY-O-31989 Rev. No. 04 Dated 25-JAN-2012 as described in this

contract, with all agreed and initialed amendments, if any. 2. Mammut’s Standard Terms & Conditions of Sale. 3. Mammut’s Standard Product Specifications. 4. Mammut’s Standard Panel Color Chart. 5. Customer’s PO Number (If any) Contract scope: Supply of Mammut Steel Building(s) Contract Price: AED. 383,000USD Three Hundred And Eighty Three Thousands United State Dollars. ___________________________________, hereby defined as the Buyer On behalf of the Buyer, Name : ______________________ Company Stamp:

Title : ______________________

Signature : ______________________

Date : ______________________

We, the Buyer, hereby acknowledge having read this proposal document and

accepted all the terms and conditions of this Contract, the proposal document

including the annexure, and irrevocably undertake hereby to be bound by it.

AND MAMMUT BUILDING SYSTEMS, FZC hereby defined as the Seller On behalf of the Seller, Name : Diaa El Kenawy Company Stamp:

Title : Regional Sales Manager

Signature : ______________________

Date : ______________________

Endorsed by :

Name : Achraf Kassem

Title : General Sales Manager

Signature : ______________________

Date : ______________________

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ANNEXURE - 1

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

Important Note:-

Subject to market conditions and material availability, Mammut reserves the

right to substitute equivalent or better material.

MATERIAL SPECIFICATIONS

No. Structural Components Material Specifications

1 Built-up Sections Grade 50 /345

Tubes Structural Quality

I-sections Grade 50 /345 2 Hot Rolled Sections

Channels Grade 50 /345

3 Cold formed secondary members Grade 50 /340

Aluzinc coated steel Bare & Pre-painted Grade 50 /340 Class 1 Aluzinc Coating: AZM 150

4

Sheeting Panels

Aluminum Mill finish & Pre-painted

Grade AA 3105

5 Mezzanine Decking Panels Grade 50 /340 Class 1: Zinc Coating Z180

Cable Extra High Strength Class A Breaking Load = 120 kN

Rods Grade 36 /250 6 Diagonal “X” Bracing

HR Angles Grade 50 /345

7 Anchor Bolts Grade 36 /250

8 High Strength Bolts High Strength Bolts

9 Sag Rods Grade 36 /250

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ANNEXURE - 2

Deflections Limitations: Deflection design greatly influences the weight and price of a building. Applying stringent deflection criteria will necessarily increase the weight and price of the building. Mammut uses the deflection criteria recommended in MBMA 2006

DEFLECTION TABLE

Sr. No.

Structural Members Standard Allowable

Deflection Load Case

Rigid Frame and Endwall Rafters Vertical Deflection

1 With fully sheeted walls

2 With Blockwall and sheeting of equal heights

3 With full height Blockwall

4 With glazing & sheeting of equal heights

5 With full height glazing

6 With pendant operated crane

Span / 180 &

Span / 120

L or S or W &

D + (L or S)

Rigid Frame and Portal Frame Sway (Horizontal)

1 With fully sheeted walls EH / 50

2 With Blockwall and sheeting of equal heights EH / 75

3 With full height Blockwall or Precast walls EH / 100

4 With glazing & sheeting of equal heights EH / 150

5 With full height glazing EH / 240

6 With pendant operated crane CBH / 100

7 Special Cranes, Service Class E & F category CBH / 240 <= 50 mm

W or E or Cr

8 Special Residential Buildings (JAFZA, DM) EH / 500 W or E

Mezzanine, Jack Beams, Panels & Purlins, Grating, Chequered Plates

Span / 240 (D + L) or (D + W) 1 Beams & Joists of Mezzanine, Roof Platform, walkway etc.

Span / 360 L or S or W

Span / 240 (D + L) or (D + W) 2 Jack Beams

Span / 360 L or W

3 Roof Panel Span / 60 Total

Span / 150 L or S

Span / 180 W 4 Roof Purlins

Span / 120 D + L

5 Grating, Chequered Plates Span / 150 D + L

Wall Panels & Girts, Wind Columns, Horizontal Beams

1 Wall Panels Span / 60 Total

2 Wall Girts with Metal Sheeting Span / 90

3 Wind Columns

4 Blockwall Supporting lateral beams, etc Span / 120

W

For cantilevers ‘L’ shall be taken as twice the length of cantilever

Legend

EH – Denotes Eave Height S – Denotes Snow Load

CBH – Denotes Crane Beam Height W – Denotes Wind Load

D – Denotes Dead Load E – Seismic Load

L – Denotes Live Load Cr – Crane Load

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ANNEXURE - 3

Claims for Short Shipped, Damaged & Quality Non Conforming Materials

Claims may result from any of the following:

Short shipped material (Material on the shipping list but not received at site)

Damaged material (Material received damaged before unloading of material at jobsite)

Quality Non Conformance (Defective Material, BOM error, etc…) Reporting of Claims

Claims for short shipped, damaged or defective material must be reported to Mammut’s local area office and simultaneously to Mr. Satheesh Kumar, Manager, Order Management at Mammut’s head office: Email: [email protected], Phone: (971-4) 801-2222 Fax: (971-4) 801-2223

CLAIMS FROM MUST BE REPORTED WITHIN THE NO. OF DAYS NOTED IN COL. 3 OF THE TABLE BELOW.

Claims

From (Territory)

For

Must be reported within (days)

Event Mammut Response

1 2 3 4 5

Short Shipped Material 30

Damaged Material 30 All

Quality Non Conformance 60

Date of Receipt of Material at Job Site

Mammut will ship replacement material

within 7 days of receiving a claim

Failure to report a claim within the no. of days noted above will make your claim invalid.

3.1 Backordered Material (These do not require the filling of a claim)

Mammut ships its jobs in phases with a deliberate intent to ship complete phases. We make a great effort to avoid Backorders. A backorder is an item that is deliberately excluded from Mammut FZC supply because of its unavailability at Mammut FZC at the time of shipping a phase. A phase may occasionally be shipped incomplete because of a customer’s insistence to receive material on site. When a shipped phase has Backorders, Mammut FZC will inform you of each item that is Backordered, its quantity and the approximate date when it will be shipped. No claim needs to be filled for Backorders. Backordered material does not show in Mammut’s shipping list.

3.2 Short Shipped Material

Short shipped material is material that is on Mammut’s shipping list but not received at jobsite. It is the responsibility of the customer (or his erector) to check the material received at jobsite to ensure th at all material mentioned in Mammut’s shipping list is accounted for.

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ANNEXURE – 3 (CONT)

3.3 Damaged Material

Damaged material is material that is received damaged prior to unloading it from trailers/containers at the jobsite. Container shipments must be unloaded at jobsite only. Mammut is not responsible for material that is damaged during unloading or during storage at jobsite while awaiting erection. Guidelines for unloading material and storing it at site may be requested from Mammut Head Office Order Management Department. It is the responsibility of the customer (or his erector) to unload Mammut material at the jobsite in a safe and orderly manner in order to avoid damage to Mammut material during unloading; and to store Mammut material at the jobsite in a manner that will protect it from the environment as well as from mechanical damage. A claim for damaged material must be backed up by proof that the material was damaged during transit and not during unloading of material at the jobsite or during storing of material at jobsite. The ideal proof is a digital video/digital pictures of the unloading of each trailer/container. Once a claim is accepted by Mammut, Mammut will determine whether the damaged material can be rectified by the customer or whether the damaged material should be replaced altogether by Mammut. When rectification is practical Mammut will ask the customer/erector to rectify the damaged material in accordance with a Mammut method statement and Mammut will pay for the cost of rectification on the basis of UAE material and labor rates.

3.4 Quality Non Conformance (includes defective material)

Defective Material can be of 2 main types:

1. A fit problem such as a clip welded in the wrong location, missing holes, wrong size of hole, wr ong length of a member, etc… Such defects are easy to discover and report. Mammut can quickly check them against shop drawings or manufacturing records.

2. A technical problem such as a welding defect, excessive sway, camber, tolerance, deviation from specs, etc… Normal erection operations include the corrections of minor misfits by moderate amounts of reaming, chipping, welding or cutting, and the drawing of elements into line through the use of drift pins. Errors which cannot be corrected by the foregoing means or which require major changes in member configuration are to be reported immediately to Mammut by the BUYER / END USE CUSTOMER to enable whoever is responsible either to correct the error or to approve the most efficient and economical method of correction to be used by others. (Section 7 AISC Code of Standard Practices, 13th Edition) Claims for defective material must specify the Mammut part no. that is defective and a detailed description of the defect. Digital photos clearly showing the defect must be attached to the claim. Defects may be minor in which case it is the responsibility of the erector to fix them without liability to Mammut or they can be more serious which may require rectification or replacement. Mammut will determine whether a par t no. can be rectified by the erector or whether a replacement is required. When rectification is an acceptable option Mammut will pay for the cost of the rectification on the basis of UAE material and labor rates and will provide a method statement for the rectification. Other quality non conformance includes BOM errors (Material that is required and shown on Mammut Erection Drawings but was missed in the BOM), Missing details on erection drawings, etc…

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ANNEXURE – 3 (CONT)

Building Revisions/ Price Change Orders 3.5 Building Revisions A Building Revision is defined as a change that is made by the Customer to the building parameters, material specifications, design loads, etc. after a job is entered at Mammut’s Head office orders register. Some Building Revisions (such as a change in the building parameters, design loads or material specifications) will result in a price increase/decrease which necessitates a price change order. Some Building Revisions such as relocating a sliding door or a roof accessory will most likely not result in a price change but may affect the delivery period of a building especially if it is intimated to Mammut after return of Mammut’s Approval Drawings to Mammut Head Office. 3.6 Price Change Orders If a Building Revision results in a price increase, Mammut will put the job on hold until a written price change order accepting the additional price is signed by the Customer and returned to Mammut. A price change order must not be a cause to hold payment for work already completed in the original contract.

Proposal Validity, Contract Price Validity & Contract Signature Authority 3.7 Proposal Validity

This proposal is valid for 15 days from the date of this proposal. Any extension of validity by Mammut must be in writing.

3.8 Contract Price Validity

For Mammut’s price and delivery period to remain valid for this job, the job must be “Released for Production” within 90 days from the date of signing of this contract.

Mammut reserves the right to re-price that portion of the project (that has not been released for production within 90 days from the date of signing of this contract) on the basis of Mammut’s prevailing price list at time of its release for production.

“Release for Production” Means

Technical Release for production i.e. the return of Mammut’s Approval Drawings to Mammut duly signed by the Customer with any of the following notes: “approved as is” or “approved as noted” within 30 days of the date of job entry in Mammut’s orders register.

Financial Release for Production by Mammut’s Finance Department within 90 days of the date of job entry in Mammut’s orders register. Such Financial Release is conditional to the receipt of a Letter of Credit (LC) and all its amendments at Mammut’s bank (any of the banks mentioned below) within 90 days of the date of job entry in Mammut’s orders register.

No “hold notice” is put on the job by the Customer in a way that prevents Mammut from starting production after receiving the above noted Technical and Financial Releases.

3.9 Contract Signature Authority

Contracts may be signed by a Mammut Authorized Regional Sales Manager or Authorized Representative but must be indorsed by the General Sales Manager of Mammut’s Building Systems FZC.

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ANNEXURE - 4

All structural components in buildings included in this proposal are designed in accordance with the following design codes. 4.1 Design Codes Hot rolled sections and built up sections are designed in accordance with:

Manual of Steel Construction – Allowable Stress Design American Institute of Steel Construction, Inc. (AISC) 1 East Wacker Drive, Suite 3100, Chicago, Illinois 60601-2001, USA Phone: (001-312) 670-2400 • Fax: (001-312) 670-5403 Edition used in this project: 2005 (Latest), 1989

Cold formed members are designed in accordance with:

North American Specification for the Design of Cold-Formed Steel Structural Members American Iron and Steel Institute (AISI) 1140 Connecticut Avenue, NW Suite 705, Washington DC 20036, USA Phone: (001-202) 452-7100 • Fax: (001-202) 463-6573 Edition used in this project: 2007 (Latest), 2001

Welding is applied in accordance with:

Structural Welding Code Steel Manual (AWS D.1.1/D.1M:2008) American Welding Society (AWS) 550 NW LeJeune Road, Miami, FL 33126, USA Phone: (001-800) 443-9353 • Fax: (001-305) 443-5647 Edition used in this project: 2008 (Latest)

4.2 Building Codes The buildings in this proposal are designed in accordance with the following building code:

Metal Building Systems Manual Metal Building Manufacturers Association, Inc. (MBMA) 1300 Summer Ave., Cleveland, Ohio 44115, USA Phone: (001-216) 241-7333 • Fax: (001-216) 241-0105 Edition used in this project: 2006 (Latest)

International Building Code “IBC” Formerly called Uniform Building Code (UBC) The last version was in 1997.

4051 West Flossmoor, Country Club Hills, IL 60478-5795 Phone: (001-800) 214 4321 • Fax: (001-800) 214 7167 Edition used in this project: 2009 (Latest), 2006

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ANNEXURE - 5

Building Revisions/ Price Change Orders 5.1 Building Revisions A Building Revision is defined as a change that is made by the Customer to the building parameters, material specifications, design loads, etc. after a job is entered at Mammut’s Head office orders register. Some Building Revisions (such as a change in the building parameters, design loads or material specifications) will result in a price increase/decrease which necessitates a price change order. Some Building Revisions such as relocating a sliding door or a roof accessory will most likely not result in a price change but may affect the delivery period of a building especially if it is intimated to Mammut after return of Mammut’s Approval Drawings to Mammut Head Office. 5.2 Price Change Orders If a Building Revision results in a price increase, Mammut will put the job on hold until a written price change order accepting the additional price is signed by the Customer and returned to Mammut. A price change order must not be a cause to hold payment for work already completed in the original contract.

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ANNEXURE - 6

Proposal Validity, Contract Price Validity & Contract Signature Authority 6.1 Proposal Validity

This proposal is valid for 15 days from the date of this proposal. Any extension of validity by Mammut must be in writing.

6.2 Contract Price Validity

For Mammut’s price and delivery period to remain valid for this job, the job must be “Released for Production” within 90 days from the date of signing of this contract.

Mammut reserves the right to re-price that portion of the project (that has not been released for production within 90 days from the date of signing of this contract) on the basis of Mammut’s prevailing price list at time of its release for production.

“Release for Production” Means

Technical Release for production i.e. the return of Mammut’s Approval Drawings to Mammut duly signed by the Customer with any of the following notes: “approved as is” or “approved as noted” within 30 days of the date of job entry in Mammut’s orders register.

Financial Release for Production by Mammut’s Finance Department within 90 days of the date of job entry in Mammut’s orders register. Such Financial Release is conditional to the receipt of a Letter of Credit (LC) and all its amendments at Mammut’s bank (any of the banks mentioned below) within 90 days of the date of job entry in Mammut’s orders register.

No “hold notice” is put on the job by the Customer in a way that prevents Mammut from starting production after receiving the above noted Technical and Financial Releases.

6.3 Contract Signature Authority

Contracts may be signed by a Mammut Authorized Regional Sales Manager or Authorized Representative but must be indorsed by the General Sales Manager of Mammut’s Building Systems FZC.

LY-O-31989 RV04 Proposal (1)[1]

Documents