Offer of FFBL-1

8/10/2019 Offer of FFBL-1

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SARKERSTEELLIMITED

PLANNERSTOWER(LEVEL18),13/A,BIPONONC/A,BIRUTTAMC.R.DATTAROAD

(SONARGAONROAD),DHAKA1000,BANGLADESH,TEL:880296146614.


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Date: October16, 2014.

TO

Managing Director

FFBL

Karachi, Pakistan.

Subject: Proposal for supply of Pre-Fabricated steel structures

for FFBL in Karachi.

Dear Sir,

Reference to our recent discussion, please find herewith our offer for design, fabrication,

Supply for the Pre-Fabricated steel structures for the above project.

Please feel free to call us for any further clarification you may require in this regard.

We are looking forward for your valued order, in extent we assure our sincere service to

You at all times.

Thanking you.

Yours Sincerely,

Md. Zakir Hossain Sarker

Managing Director.


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IN EX

SECTION 1 : Bui lding Descr ipt ion 01-02

SECTION 2 : Scope of Work 03

SECTION 3 : Design Loads 03

SECTION 4 : Design Codes 04

SECTION 5 : Material Specification 05

SECTION 6 : Surface Treatment 06

SECTION 7 : Standard Supply Items 07

SECTION 8 : Work Schedule 07

SECTION 9 : Supply Prices 08-09

SECTION 10 : Terms and Condit ions 10

SECTION 11 : Contract Form 11

ENCLOSURES:

Proposal Drawing

Design

Calculations


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REF NO. Q1403-072

REV NO. 00

DATE 14-Octomber-2014

PAGE 1 of 10

Section 1: Features of Building Area -01

Building No.:01

Usage: Coal Storage building

Building Areas: One

Description of Area 01

General Features

1 Span (m) 90.00 C\C of Steel Column

2 Length (m) 240.00 C\C of Steel Column

3 Clear Height (m) 30.00

4 No. of Interior Columns 00

5 Roof Slope 1:10

6 Bay Spacing (m) 30 @ 8.00 C/C of Steel Col.

7 Type of End Frames Steel Main Frame

8 Wind Bracing In Roof and wall

Wall Conditions

1 Near Side Wall 1 m Height Brick Wall By Other.

2 Far Side Wall 1 m Height Brick Wall By Other.

3 Left End Wall 1 m Height Brick Wall By Other.

4 Right End Wall 1 m Height Brick Wall By Other.

Secondary Members

1 Roof Purlin and Wall Girts MS Purlin & Girts

Endwalls Endwall Type Endwall column spacing

Left By Pass As Per Drawing

Right By Pass As Per Drawing


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PAGE 3 of 10


Building No.:01

Usage: Limestone Storage Hall

Building Areas: One


General Features





5 Roof Slope 1:10




Wall Conditions





Secondary Members






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PAGE 4 of 10

TRIMSAt Eave Eave Gutter & Downpipe

At Gable Gable Trim

HI-TEN Roofing and Cladding Sheet

Roof PanelHot Dip, 55% Aluminium & 45% Zinc, Aluzinc alloy Coated Steel Sheet

0.70 mmthick. to roof.

Wall Panel

Pre-painted Hot Dip, 55% Aluminium & 45% Zinc, Aluzinc Alloy Coated

Steel Sheet 0.70 mmthk. including 25 microne polyester protective colour

paint to wall (Color to be as per Sarker Standard Panel Chart)

Door

No. Description Type Location at Size Quantity

1 Double Sliding

door

Over

Hanging

As Per Drawing 6.00 m X 8.0 m 4.0

Sky Light

No. Description Size Location at Quantity

1 Glass Fiber material,

Type : Frosted Glass

0.82 m width x 3 m

length

Roof area 24 Nos.


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PAGE 5 of 10


Building No.:01

Usage: STGS Hall

Building Areas: One


General Features





5 Roof Slope 1:10




Wall Conditions





Secondary Members






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PAGE 6 of 10


At Gable Gable Trim




Wall Panel




Door

No. Description Type Location at Size Quantity

1 Double Sliding

door

Over

Hanging

As Per Drawing 6.0 m X 8.0 m 10

Sky Light

No. Description Size Location at Quantity

1 Glass Fiber material,

Type : Frosted Glass

0.82 m width x 3 m

length

Roof area 68 Nos.


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PAGE 7 of 10


Building No.:01

Usage: Coal Unloading Station building.

Building Areas: One


General Features





5 Roof Slope 1:10




Wall Conditions

1 Near Side Wall Full Height Open.

2 Far Side Wall Full Height Open.

3 Left End Wall Full Height Open.

4 Right End Wall Full Height Open.

Secondary Members






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PAGE 8 of 10


At Gable Gable Trim




Wall Panel




Section 2: Scope of Works Design, Fabrication and supplyof Pre-Fabricated steel structure withstand the wind

and other imposed load factors.


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PAGE 9 of 10

Section 3: Design Loads

Design Imposed Loads

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

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

3 Wind Speed (kph) 150

4 Wind Exposure Exposure- A

5 Earthquake Zone Zone 02

6 Earthquake Coefficient 0.20

7 Rain Water Intensity ( mm/hr) 270

8 Snow Load ( kN/m2) n/a

9 Co-lateral Load ( kN/m2) n/a


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PAGE 10 of 10

Section 4: Design Codes

The buildings are designed in accordance with the following codes:

Loads on all buildings are applied in accordance with:

Bangladesh National Building Code, 1993

Built up sections and hot rolled sections are designed in accordance with:

1989 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

Cold formed members are designed in accordance with:

1986 Edition of Cold Formed Steel design Manual

American Iron and Steel Institute (AISI)

1000 16th Street, NW, Washington, DC 20036, USA

Welding is applied in accordance with:

1996 American Welding Society (AWS D.1.1.96)Structural Welding Code - Steel Manual

550 NW LeJeune Road, Miami, FL 33126, USA


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PAGE 11 of 10

Section 5: Material Specifications

The following is the list of standard material specifications for which the building components

have been designed:

Material Specifications

No. Components SpecificationsStrength

(kN/cm2)

1 Built-up Members ASTM A572M Grade 345 Type 1 Fy= 34.5

2Hot Rolled

Members

Tubes JIS - G 3466 STKR 490/ ASTM A500 Grade

B

Fy= 32.5

Channels EN - 10025 S355JR Fy= 35.53 Cold Formed Members ASTM A607 Grade 50/ ASTM A653M,C150/

SS Grade 340 Class 1, 35 DFT Red Oxide

Fy= 34.5

4 Roof & Wall Panel ASTM A792M Grade 345 Class 1 Coating

AZ150

Fy= 34.5

6 X-Bracing

Cable ASTM - A475 - Extra High Strength Class A Fy= 119.7

Rods ASTM A615M Grade 420 Fu= 124

Angles JIS - G 3101 - SS 400 Fu= 40.2

7 Anchor Bolts JIS G3101 SS 400 Fy= 23.5

8 High Strength Bolts A325 M Type 1 Hot Dip Galvanized/ Din 933

HEX Head Bolt Grade 8.8/ 4.6

Ft= 30.3

Section 6: Surface Treatment

Primary Steel:

Surface preparation of Primary members should be done shot blasting before anti-corrosive

primer (Red Oxide) painting.

Secondary Steel:

Roof Purlins, wall girts shall be cold formed from MSsteel coils.


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PAGE 12 of 10

Section 7: Standard Supplied Items

The following is a list of materials which are normally supplied with our buildings unless

mentioned otherwise:

Anchor boltsfor rigid frames, end wall posts.

High Strength connection bolts for connection of all primary and secondary

members.

Self drilling fastenersfor deck sheeting.

Section 8 : Work ScheduleInitial delivery could be commenced in approximately 6 weeks on receipt of the

followings:

Signed contract

Signed approval of shop drawings (if applicable)

Confirmed irrevocable letter of credit.


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PAGE 13 of 10

Section 9: Supply Prices for Coal Storage Building

A. Basic Building Prices

ParticularsCovered Area

(Sft)

Building Price,

(USD)

Price of PEB Steel Structure

(i.e. Column, Rafter, Purlin, Girt, Base Plate, Joint

Plates, Purlin & Girt Cleats, Template, Bracing, Nut &

Bolts etc.)233569.00 Panels and Panel Accessories

(Roof and Both Side Wall Sheeting, Capping, Flashing,

Fasteners, Gutter, Down Pipe, End Stop, Gable Runner,

Trims etc.)

Sub Total A

Total Price F.O.B (Chittagong) USD.

Freight Ex Factory to Karachi by sea USD.

CFR (Karachi) Pakistan by sea USD.

In Word (USD):

Total Price (A+B) USD

In Word (USD):

B. Additional Price

No. DescriptionQuantity

Price (USD.)

01Door ( 8.0 M X 6.0 M ) (double Sliding)

14.00

02Sky Light (3 M Length x 1 M width)

120 Nos

03Epoxy Paint

Red Steel

Sub Total B


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PAGE 14 of 10

Section 9: Supply Prices for Lime Stone Hall Build ing

A. Basic Building Prices


(Sft)

Building Price,

(USD)







Trims etc.)

Sub Total A




In Word (USD):

only.


In Word (USD): .

B. Additional Price


Price (USD.)


04


24 Nos

03Epoxy Paint

Red Steel

Sub Total B


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PAGE 15 of 10

Section 9: Supply Prices for STGS Building

A. Basic Building Prices (Including Insulation)


(Sft)

Building Price,

(USD)







Trims etc.)

Sub Total A



CFR (Karachi) Pakistan USD.

In Word (USD):


In Word (USD):

only.

B. Additional Price


Price (USD.)


10 Nos


68 Nos

03Epoxy paint

Red Steel

Sub Total B


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PAGE 16 of 10

Section 9: Supply Prices for Coal Unloading Station Building

A. Basic Building Prices (Including Insulation)


(Sft)

Building Price,

(USD)




Bolts etc.)6953.00

Panels and Panel Accessories(Roof and Both Side Wall Sheeting, Capping, Flashing,


Trims etc.)

Sub Total A

Total Price F.O.B (Chittagong) USD



In Word (USD):


In Word (USD):

B. Additional Price

DescriptionQuantity

Price (USD.)

Epoxy paintRed Steel

Sub Total B


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PAGE 17 of 10

Weight Breadown

A. (Coal Storage Yard)ITEMS WEIGHT (MT) 5%

Red Steel (Column, Rafter, Sub Beam, Brackets & Stoppers, Purlin

stay angle, Sheeting angle, Anchor Bolt, Cable bracing,

Nut Bolt, Fastener)

3006.01

Roof Purlin & Wall Girts 261.58

Roof Sheet & Wall Sheet 382.28

Mezzanine Decking Sheet 00.00

Capping, Trims etc. 17.17

Total 3667.04Total 40 feet containers 183

B. (Limestone Storage Hall)ITEMS WEIGHT (MT) 5%



Nut Bolt, Fastener)

58.06





Total 103.20

Total 40 feet containers 5

C. (STGS Hall)

ITEMS WEIGHT (MT) 5%



Nut Bolt, Fastener)

359.23


Roof Sheet & Wall Sheet 100.15Mezzanine Decking Sheet 00.00


Total 524.24



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PAGE 18 of 10

D. (Coal Unloading Station Bui lding)

ITEMS WEIGHT (MT) 5%



Nut Bolt, Fastener)

49.86




Capping, Trims etc. 1.52Total 63.67


E. Country Origin of materials

Materials Country

Built-up Members (MS Steel) China/ Japan

Cold Formed Members (Purlin) China/ Japan

Roof & Wall Panel (Zinc alloy coated) China/ Japan

Nut , Bolt, Screws China

Bracing Materials China

Insulation ChinaAnchor bolts Bangladesh


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PAGE 19 of 10

Summary Page

Building Name Net Weight Building AreaBasic Building

price CFR

Chittagong($)

Total Building

Price With

Accessories

Numbers of 40 feet

containers

Coal Storage

Building3667.00 MT 233569.00 SFT 4532496.00 5247733.00 183

Lime Stone

Building103.00 MT 13796.00 SFT 127324.00 160989.00 5

STGS Building 524.00 MT 55655.00 SFT 647821.00 779164.00 26

Coal Unloading

Shed64.00 MT 6953.00 78405.00 89547.00 3

Total 4358.00 MT 309973.00 SFT 5017147.00 6277433.00 217

-

REFERENCE PROJECT:


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PAGE 20 of 10

Projectname Area(Sft) ProjectlocationRed

steel

neededSheeting

needed

RAKCERAMICS 2,31,469.00 Hobigonj,Shylet 685.00MT

185.00

Mt

VAIVAISPININIG 46490 Narayanngonj 250.00MT 60.0MT

FFAKIRAPPEARSLTD 2,31,780.00 Narayanngonj 700MT 130.0MT

RATULKnitwearLtd 50,00.00 Saver,Dhaka 250MT 65.00MT

I.U.SHEFASHION 1,20,000.00 Pabna 680MT135.00

MT

DIMONDCEMENTCLINKER

SHED,CHITTAGONG 1,00,000.00 Gazipur 700.00MT

250.00

MT

AircraftHanger 75,000.00 Dhaka 500.00MT

120.00

MT

BKSPINDOORSTADIUM 1,20,000.00 Saver,Dhaka 700.00MT

135.00

MT

BRITISHAMERICAN

TOBACCOHEADOFFICE 70,000.00 Dhaka 200.00MT 50.00MT

AKIJCERAMIC

93,000.00

MYMENSINGH

500

105.00

MT


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PAGE 21 of 10

Section 11: Contract Form

THIS CONTRACTis entered into on: Day: Month: Year: 2014

BETWEEN

FFBL ON THE ONE HAND located in Lahore-Pakistan and represented by Mr.

.. duly authorized to enter into this contract.

AND

Sarker Steel Ltd, ON THE OTHER HAND, located at Planners Tower (Level-18), 13/A,

Bipanon C/A, Bir Uttam C.R Datta Road (Sonargaon Road), Banglamotor, Dhaka 1000,

Bangladesh, Tel: 8802-9614661~4, Fax: 8802-9614660, Email: [email protected],

Factory: Balitha, Dhamrai, Dhaka, and represented by Mr. Md. Zakir Hossain Sarkerduly

authorized to enter into this contract.

NOW THEREFOREthe parties agree as follows:

CONTRACT SCOPE:The supply of Sarker Steels building(s) as described in the contract

documents.

CONTRACT DOCUMENTS:The following documents constitute the contract documents:

1. Sarker Steels Proposal No. Q1403-072 Rev.No.00 Date October - 17 - 2014

2. Sarker Steels Standard Terms & Conditions of Sale.

3. Sarker Steels Standard Product Specifications.

CONTRACT PRICE: USD

IN WITNESS HEREOF, the authorized parties hereto have executed this Contract.

FOR : Sarker Steel Ltd. FOR :FFBL

Name : Md. Zakir Hossain Sarker Name :

Title : Managing Director Title : Managing Director

Signature : Signature :

Date : Date :

Company Stamp: Company Stamp:


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SarkerSteelLimited

SeduleOfDeliveryOfMaterail

Q1403072

ClientName:FaujiFertilizerBinKashem

month3

Shipment

Mnth1 Month2

ReturnofApprovalDrawing

Production

Month4 Month05 Month6 month7 Month8Activities

Agreement&

Document

FebricationDrawing

Month9


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Offer of FFBL-1

Documents

Transcript of Offer of FFBL-1