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8/10/2019 Offer of FFBL-1
1/40
SARKERSTEELLIMITED
PLANNERSTOWER(LEVEL18),13/A,BIPONONC/A,BIRUTTAMC.R.DATTAROAD
(SONARGAONROAD),DHAKA1000,BANGLADESH,TEL:880296146614.
8/10/2019 Offer of FFBL-1
2/40
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.
8/10/2019 Offer of FFBL-1
3/40
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
8/10/2019 Offer of FFBL-1
4/40
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
8/10/2019 Offer of FFBL-1
5/40
8/10/2019 Offer of FFBL-1
6/40
REF NO. Q1403-072
REV NO. 00
DATE 14-Octomber-2014
PAGE 3 of 10
Section 1: Features of Building Area -02
Building No.:01
Usage: Limestone Storage Hall
Building Areas: One
Description of Area 01
General Features
1 Span (m) 30.00 C\C of Steel Column
2 Length (m) 42.00 C\C of Steel Column
3 Clear Height (m) 12.00
4 No. of Interior Columns 00
5 Roof Slope 1:10
6 Bay Spacing (m) 6 @ 7.00 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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7/40
REF NO. Q1403-072
REV NO. 00
DATE 14-Octomber-2014
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.
8/10/2019 Offer of FFBL-1
8/40
REF NO. Q1403-072
REV NO. 00
DATE 14-Octomber-2014
PAGE 5 of 10
Section 1: Features of Building Area -03
Building No.:01
Usage: STGS Hall
Building Areas: One
Description of Area 01
General Features
1 Span (m) 40.00 C\C of Steel Column
2 Length (m) 128.00 C\C of Steel Column
3 Clear Height (m) 17.00
4 No. of Interior Columns 00
5 Roof Slope 1:10
6 Bay Spacing (m) 17 @ 7.529 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
8/10/2019 Offer of FFBL-1
9/40
REF NO. Q1403-072
REV NO. 00
DATE 14-Octomber-2014
PAGE 6 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 6.0 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.
8/10/2019 Offer of FFBL-1
10/40
REF NO. Q1403-072
REV NO. 00
DATE 14-Octomber-2014
PAGE 7 of 10
Section 1: Features of Building Area -04
Building No.:01
Usage: Coal Unloading Station building.
Building Areas: One
Description of Area 01
General Features
1 Span (m) 18.00 C\C of Steel Column
2 Length (m) 35.00 C\C of Steel Column
3 Clear Height (m) 12.00
4 No. of Interior Columns 00
5 Roof Slope 1:10
6 Bay Spacing (m) 5 @ 7.00 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 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
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
8/10/2019 Offer of FFBL-1
11/40
REF NO. Q1403-072
REV NO. 00
DATE 14-Octomber-2014
PAGE 8 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)
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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12/40
REF NO. Q1403-072
REV NO. 00
DATE 14-Octomber-2014
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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REF NO. Q1403-072
REV NO. 00
DATE 14-Octomber-2014
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
8/10/2019 Offer of FFBL-1
14/40
REF NO. Q1403-072
REV NO. 00
DATE 14-Octomber-2014
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.
8/10/2019 Offer of FFBL-1
15/40
REF NO. Q1403-072
REV NO. 00
DATE 14-Octomber-2014
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.
8/10/2019 Offer of FFBL-1
16/40
REF NO. Q1403-072
REV NO. 00
DATE 14-Octomber-2014
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
8/10/2019 Offer of FFBL-1
17/40
REF NO. Q1403-072
REV NO. 00
DATE 14-Octomber-2014
PAGE 14 of 10
Section 9: Supply Prices for Lime Stone Hall Build ing
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.)13796.00 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):
only.
Total Price (A+B) USD
In Word (USD): .
B. Additional Price
No. DescriptionQuantity
Price (USD.)
01Door ( 6.0 M X 8.0 M ) (double Sliding)
04
02Sky Light (3 M Length x 1 M width)
24 Nos
03Epoxy Paint
Red Steel
Sub Total B
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18/40
REF NO. Q1403-072
REV NO. 00
DATE 14-Octomber-2014
PAGE 15 of 10
Section 9: Supply Prices for STGS Building
A. Basic Building Prices (Including Insulation)
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.)55655.00 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 USD.
In Word (USD):
Total Price (A+B) USD
In Word (USD):
only.
B. Additional Price
No. DescriptionQuantity
Price (USD.)
01Door ( 8.0 M X 6.0 M ) (double Sliding)
10 Nos
02Sky Light (3 M Length x 1 M width)
68 Nos
03Epoxy paint
Red Steel
Sub Total B
8/10/2019 Offer of FFBL-1
19/40
REF NO. Q1403-072
REV NO. 00
DATE 14-Octomber-2014
PAGE 16 of 10
Section 9: Supply Prices for Coal Unloading Station Building
A. Basic Building Prices (Including Insulation)
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.)6953.00
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
DescriptionQuantity
Price (USD.)
Epoxy paintRed Steel
Sub Total B
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20/40
REF NO. Q1403-072
REV NO. 00
DATE 14-Octomber-2014
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%
Red Steel (Column, Rafter, Sub Beam, Brackets & Stoppers, Purlin
stay angle, Sheeting angle, Anchor Bolt, Cable bracing,
Nut Bolt, Fastener)
58.06
Roof Purlin & Wall Girts 16.39
Roof Sheet & Wall Sheet 26.51
Mezzanine Decking Sheet 00.00
Capping, Trims etc. 2.24
Total 103.20
Total 40 feet containers 5
C. (STGS Hall)
ITEMS WEIGHT (MT) 5%
Red Steel (Column, Rafter, Sub Beam, Brackets & Stoppers, Purlin
stay angle, Sheeting angle, Anchor Bolt, Cable bracing,
Nut Bolt, Fastener)
359.23
Roof Purlin & Wall Girts 58.52
Roof Sheet & Wall Sheet 100.15Mezzanine Decking Sheet 00.00
Capping, Trims etc. 6.34
Total 524.24
Total 40 feet containers 26
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REF NO. Q1403-072
REV NO. 00
DATE 14-Octomber-2014
PAGE 18 of 10
D. (Coal Unloading Station Bui lding)
ITEMS WEIGHT (MT) 5%
Red Steel (Column, Rafter, Sub Beam, Brackets & Stoppers, Purlin
stay angle, Sheeting angle, Anchor Bolt, Cable bracing,
Nut Bolt, Fastener)
49.86
Roof Purlin & Wall Girts 5.73
Roof Sheet & Wall Sheet 6.56
Mezzanine Decking Sheet 00.00
Capping, Trims etc. 1.52Total 63.67
Total 40 feet containers 3
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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REF NO. Q1403-072
REV NO. 00
DATE 14-Octomber-2014
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:
8/10/2019 Offer of FFBL-1
23/40
REF NO. Q1403-072
REV NO. 00
DATE 14-Octomber-2014
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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REV NO. 00
DATE 14-Octomber-2014
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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