OFFER REFERENCE TOAEQ: 2019-12005 TOA ENGINEERING
REVISION: REV-00
DATE: NOVEMBER 12, 2020
TO THE CHAIRMAN.
Client Name: CANADIAN INTERNATIONAL SCHOOL BANGLADESH .
Project Name: CANADIAN INTERNATIONAL SCHOOL BUILDING.
Client Information Project Location: BANANI , DHAKA.
Office Address: 200 Gulshan Avenue North , Gulshan-2, Dhaka-1212 ,
Bangladesh.
Phone:+880-01841461111 Fax:
+880-01811417917
E - mail: chairman@canadaeducationbd.com
Attention: Designation:
Contact No: E -mail:
Subject Supply of Pre-Engineered Mezzanine Shed Building.
Dear Sir:
We are obliged to have this opportunity to submit this offer for the subject inquiry.
Our offer is generally in accordance with building data and/or the Consultant Drawings provided by you.
This offer is also in accordance with our standard design practices (Section 2), standard material
specifications (Section 3), and standard terms and conditions of sale. We have tried our best to make sure
that this offer fulfills all your requirements and specifications; however, in some cases we may have made
some assumptions, deviations and/or excludes from your requirements they would be reflected in section
8 of this offer. We would humbly request you to review the section carefully.
We look forward to your esteemed order.
Sincerely yours,
On behalf of TOA Engineering
MD. ASHADULLA HEL GALIB.
B.S.C. ENGINEER. (CIVIL).
MANAGING PARTNER.
TOA ENGINEERING.
Cell: 01715238122
E-mail: toaengineering7@gmail.com
OFFICE ADDRESS: BTI PREMIER PLAZA (LEVEL-3 , 29 & 30),CHA 90/A PRAGATI
SARANI,DHAKA-1212. BANGLADESH ;TEL: - (+88) 02 – 8835222; E- MAIL: -
toaengineering7@gmail.com PAGE 1 OF1
OFFER REFERENCE TOAEQ: 2019-12005 TOA ENGINEERING
REVISION: REV-00
DATE: NOVEMBER 12, 2020
TABLE OF CONTENTS
SECTION 1:BUILDING DESCRIPTION..........................................................................................................3
SECTION 2: DESIGN LOADS &DESIGN CODES..............................................................................................6
SECTION 3: MATERIALS SPECIFICATION......................................................................................................8
SECTION 4: SURFACE PREPARATION & PAINT APPLICATION.......................................................................9
SECTION 5: STANDARD SUPPLY ITEM..........................................................................................................9
SECTION 6: MATERIALS DELIVERY PROGRAM & TERMS.............................................................................9
SECTION 7: ASSUMPTIONS, DEVIATIONS, EXCLUSIONS & OMISSION.........................................................10
SECTION 8: BASIC SUPPLY PRICES.............................................................................................................11
SECTION 9: PAYMENT TERMS....................................................................................................................13
SECTION 10: CHANGES/REVISIONS............................................................................................................13
SECTION 11: OFFER VALIDITY...................................................................................................................13
SECTION 12: PRICE & DELIVERY COMMITMENTS......................................................................................13
SECTION 13: CONTRACT FORM..................................................................................................................14
OFFICE ADDRESS: BTI PREMIER PLAZA (LEVEL-3 , 29 & 30),CHA 90/A PRAGATI
SARANI,DHAKA-1212. BANGLADESH ;TEL: - (+88) 02 – 8835222; E- MAIL: -
toaengineering7@gmail.com PAGE 2 OF2
OFFER REFERENCE TOAEQ: 2019-12005 TOA ENGINEERING
REVISION: REV-00
DATE: NOVEMBER 12, 2020
SECTION 1:BUILDING DESCRIPTION
USAGE OF BUILDING :
BUILDING NO: 1 AREA NO: 1 NO. OF IDENTICAL BUILDING : 1
GEOMETRY & FRAME DATA OF THE BUILDING
Frame Profile Roof System
No. of Interior Columns None
Width (m) 16.486; Center to Center of Steel Column.
Length (m) 20.882; Center to Center of Steel Column.
Roof Slope 1:10
Clear Height (m) 3.2 , 3.5
Width Module (m) ; Center to Center of Steel Column.
Columns Base Exterior Pinned
Columns Base Interior Pinned
Bay Spacing (m) 5.375; Center to Center of Steel Column.
LEW Frame Type Rigid Frame Endwall
REW Frame Type Rigid Frame Endwall
End Wall Column Spacing (m) 10.871 ; Center to Center of Steel Column.
Roof None
Side Walls None
Bracing Type
End Walls None
Between Interior Columns None
Side & End Wall Girt By Pass
NSW Eave Gutter & SDS
Eave Type
FSW Eave Gutter & SDS
Gable Type LEW & REW Gable Trim
OPENINGS IN EXTERIOR WALLS
Near Side Wall (NSW) Wall Sheeting. 0.00mm.
Far Side Wall (FSW) Wall Sheeting. 0.00mm.
Left End wall (LEW) Wall Sheeting. 0.00 mm.
Right End wall (REW) Wall Sheeting. 0.00 mm.
ROOF & WALL PANEL
Profile PE 1000
Nominal Thickness (mm) 0.47
Single Layer Panels
Materials Zincalume
Finish Polyester Painted
Color Choose an item.
OFFICE ADDRESS: BTI PREMIER PLAZA (LEVEL-3 , 29 & 30),CHA 90/A PRAGATI
SARANI,DHAKA-1212. BANGLADESH ;TEL: - (+88) 02 – 8835222; E- MAIL: -
toaengineering7@gmail.com PAGE 3 OF3
OFFER REFERENCE TOAEQ: 2019-12005 TOA ENGINEERING
REVISION: REV-00
DATE: NOVEMBER 12, 2020
MEZZANINES
Our standard mezzanine supply includes Support columns, Primary beams Secondary Joists and shear
connector that support a 150 mm reinforced concrete slab (Slab by others). Mezzanine steel deck if any is
intended to carry the weight of the slab during construction only. It is not designed to carry the floor
loads. The concrete slabs of the mezzanines must be designed by a structural engineer. They must contain
steel reinforcement to support all the loads on the mezzanines. The deck panels, if supplied by TOAE, are
only for shuttering purposes. Decking Panel Thickness 0.8mm &Profile DP 1000
No. Floor Grid Mezzanine Loads (KN/m²) Height (m)
Live Load Dead Load Area (m²) From FFL to bottom
of mezzanine beam
1 N/A N/A N/A N/A 194 3.2
2 N/A N/A N/A N/A N/A N/A
3 N/A N/A N/A N/A N/A N/A
STEEL STAIRCASES
Treads may be made of pre-galvanized grating, red oxide primed checkered plate or red oxide primed “U”
shaped pans.
No Stair Type Qty. Width Landing Tread Type Hand Rail
(m) Mid Top
1 Single N/A N/A N/A N/A N/A N/A
CRANE SYSTEMS
Our supply includes runway beams, columns brackets and crane stops for the top running cranes listed
below. Our supply does not include the crane system and crane rails. In the absence of actual crane data
(that should be provided to TOAE by the buyer or consultant), TOAE Design Department will design the
crane runway beams and the frames supporting them on the basis of crane loading data as standard crane
Systems.
No. Qty. Type Capacity Span Hook Height Length of Run
(MT) (m) (m) (m)
N/ N/A N/A N/A N/A N/A N/A
A
PARTITIONS
The supply of partitions includes all the necessary framing in addition to sheeting as described in the table
below. Insulation for partitions (if required) is included in the accessories portion of this building.
No. Type Qty. Length (m) Height (m) Panels on Insulation
1 N/A N/A N/A N/A N/A N/A
2 N/A N/A N/A N/A N/A N/A
WALK WAY
Walk way will be made of angle and 4 mm/6 mm/8 mm thick checkered plate.
No. No. of walk Length Width (m) Along Grid Line
way (m)
N/A N/A
OFFICE ADDRESS: BTI PREMIER PLAZA (LEVEL-3 , 29 & 30),CHA 90/A PRAGATI
SARANI,DHAKA-1212. BANGLADESH ;TEL: - (+88) 02 – 8835222; E- MAIL: -
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OFFER REFERENCE TOAEQ: 2019-12005 TOA ENGINEERING
REVISION: REV-00
DATE: NOVEMBER 12, 2020
LINER PANELS
Location N/A
1 Wall Liner Flange braces N/A
Panel N/A
FASCIA
The height of the fascia, the fascia projection and optional fascia features greatly affect the fascia price.
Optional fascia features include soffit panels, back up panels and 1.0 mm thick bare Zincalume valley
gutters. Cap flashing is always a standard supply item.
No. Type Height Length Projection Front Soffi Gutter
(m) (m) (m) Panel t
1 N/A N/A N/A N/A
CANOPY
A canopy is a cantilevered roof (located below the roof line of a building) that projects from the sidewall
or the end wall of a building.
No. Qty. Location Eave (m) Projection Length Height Panel Soffit
(m) (m) (m)
N/A N/A N/A N/A N/A N/A N/A N/A N/A
ROOF EXTENSION
A roof extension is a cantilevered extension of the roof at one or both sidewalls and at one or both end
walls (beyond the plane of the respective wall). Supply of the roof extension includes all necessary
framing and roof sheeting. The soffit panel is optional.
No. Qty. Location Projection (m) Length (m) Roof Panel
N/ N/A N/A N/A N/A N/A
A
ROOF & WALL ACCESSORIES
No. Item Description Quantity
Roof Insulation: “D-Cool” Dabble Bubble Both Side Aluminum Faced Heat
1 N/A
Shield Foil. Thickness (mm): 4.0-4.5
2 Wall translucent sheet: (820 mm x 2819 mm), (820 mm x 2338 mm). N/A
3 Double Sliding Door (…..mm x …..mm) N/A
4 Natural Turbo Ventilator (24’’ diameter) N/A
Ridge ventilator: mounted as single unit, without damper.
5 N/A
Throat size = 630 mm. Length = 3 m. Shipped knocked down.
6 Jack Roof Monitor of Throat size = 630 mm. Length = 2.438 m N/A
OFFICE ADDRESS: BTI PREMIER PLAZA (LEVEL-3 , 29 & 30),CHA 90/A PRAGATI
SARANI,DHAKA-1212. BANGLADESH ;TEL: - (+88) 02 – 8835222; E- MAIL: -
toaengineering7@gmail.com PAGE 5 OF5
OFFER REFERENCE TOAEQ: 2019-12005 TOA ENGINEERING
REVISION: REV-00
DATE: NOVEMBER 12, 2020
SECTION 2: DESIGN LOADS &DESIGN CODES
DESIGN LOADS
1 Design Live Load (kN/m²) on Purlin 0.57
2 Design Live Load (kN/m²) on Frame 0.57
3 Wind Speed (Km/hr) 238
4 Wind Exposure Exposure-A
5 Seismic Zone Zone-2
6 Maximum Rain Fall Intensity (mm/hr) 200
7 Collateral Load (kN/m²) N/A
Structural components of buildings included in this proposal are designed in accordance
with the following codes:
DESIGN CODES
LOAD APPLICATION, DEFLECTION CRITERIA, MANUFACTURING & ERECTION TOLERANCES:
✘ BANGLADESH NATIONAL BUILDING CODE (BNBC).
2010 EDITION (DRAFT)
HOUSING AND BUILDING RESEARCH INSTITUTE, MIRPUR, DHAKA – 1216.
✘ BANGLADESH NATIONAL BUILDING CODE (BNBC).
2006 EDITION
HOUSING AND BUILDING RESEARCH INSTITUTE, MIRPUR, DHAKA – 1216.
2012 INTERNATIONAL BUILDING CODE (IBC).
INTERNATIONAL CODE COUNCIL (ISC), INC.
✘ MINIMUM DESIGN LOADS FOR BUILDING & OTHER STRUCTURES.
ASCE STANDARD ASCE/SEI 7-10
AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE), VIRGINIA 20191.
✘ METAL BUILDING SYSTEMS MANUAL.
2010 SUPPLEMENT TO THE 2006 EDITION
METAL BUILDING MANUFACTURERS ASSOCIATION (MBMA), OHIO 44115.
OFFICE ADDRESS: BTI PREMIER PLAZA (LEVEL-3 , 29 & 30),CHA 90/A PRAGATI
SARANI,DHAKA-1212. BANGLADESH ;TEL: - (+88) 02 – 8835222; E- MAIL: -
toaengineering7@gmail.com PAGE 6 OF6
OFFER REFERENCE TOAEQ: 2019-12005 TOA ENGINEERING
REVISION: REV-00
DATE: NOVEMBER 12, 2020
HOT ROLLED SECTIONS & BUILT UP SECTIONS DESIGNED IN ACCORDANCE WITH:
✘ STEEL CONSTRUCTION MANUAL.
14TH EDITION, SECOND PRINTING
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), ILLINOIS 60601-1802.
✘ STEEL CONSTRUCTION MANUAL.
13TH EDITION
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), ILLINOIS 60601-1802.
✘ STEEL CONSTRUCTION MANUAL.
9TH EDITION
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), ILLINOIS 60601-1802.
COLD FORMED MEMBERS ARE DESIGNED IN ACCORDANCE WITH:
✘ COLD FORMED STEEL DESIGN.
AISI MANUAL 2008 EDITION
AMERICAN IRON AND STEEL INSTITUTE (AISI).
✘ SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS
AISI STANDARD, 2007 EDITION
AMERICAN IRON AND STEEL INSTITUTE (AISI)
WELDING IS APPLIED IN ACCORDANCE WITH:
✘ STRUCTURAL WELDING CODE - STEEL.
AWS D1.1/ D1.1M:2010 AN AMERICAN NATIONAL STANDARD
AMERICAN WELDING SOCIETY (AWS), DANVERS, MA 01923.
OFFICE ADDRESS: BTI PREMIER PLAZA (LEVEL-3 , 29 & 30),CHA 90/A PRAGATI
SARANI,DHAKA-1212. BANGLADESH ;TEL: - (+88) 02 – 8835222; E- MAIL: -
toaengineering7@gmail.com PAGE 7 OF7
OFFER REFERENCE TOAEQ: 2019-12005 TOA ENGINEERING
REVISION: REV-00
DATE: NOVEMBER 12, 2020
SECTION 3: MATERIALS SPECIFICATION
The building & its components have been designed based on the below material standards
and specifications:
Below are TOAE's standard material specifications that will be used in the project. TOAE reserves
the right to make material substitutions and changes in specifications as and when deemed
necessary.
No. Components Specifications Strength
1 Built-Up Members ASTM A 572M Grade 50 Or Q345B Fy = 34.5 kN/cm²
Hot-Rolled Members
o Columns & Beams ASTM A 36 Grade 36 Fy = 24.8 kN/cm²
o Angles ASTM A 36 Grade 36 Fy = 24.8 kN/cm²
2 o Pipes ASTM A53M Type B Fy = 24.14 kN/cm²
Fu = 41.37 kN/cm²
o Channels ASTM A 36 Grade 36 Fy = 24.8 kN/cm²
3 Cold Formed Secondary Members
Galvanized Steel ASTM A 653 Grade 50, Z275 Fy = 34.5 kN/cm²
Sheeting & Liner Panels
4 Zincalume Steel ASTM A 792 Grade 50, AZ150 Fy = 34.5 kN/cm²
X-Bracing Members
o Cable ASTM A475-Extra High Strength Class Pu=119.7 kN/cm²
5 A
o Rods ASTM A 36 Grade 36 Fy = 24.8 kN/cm²
o Angles ASTM A 36 Grade 36 Fy = 24.8 kN/cm²
6 Anchor bolts ASTM A 36 Grade 36 Fu = 40.0 kN/cm²
7 High strength Bolts ASTM A 325M Class 8.8 Type 1 Ft = 30.3 kN/cm²
Or DIN 933 Class 8.8 Fu = 72 -83 kN/cm²
8 Machine Bolts ASTM A 307 Ft = 13.8 kN/cm²
Fu = 41.0 kN/cm²
9 Mezzanine Deck Panels
Galvanized Steel ASTM A 653M Grade 50, AZ150 Fy = 34.5 kN/cm²
Legend: Fy= Yield Strength, Fu/Pu= Ultimate Tensile Strength, Ft= Tensile Strength
TOAE reserves the right to substitute partly or entirely some of the materials in case of material non-
availability or supply shortages.
OFFICE ADDRESS: BTI PREMIER PLAZA (LEVEL-3 , 29 & 30),CHA 90/A PRAGATI
SARANI,DHAKA-1212. BANGLADESH ;TEL: - (+88) 02 – 8835222; E- MAIL: -
toaengineering7@gmail.com PAGE 8 OF8
OFFER REFERENCE TOAEQ: 2019-12005 TOA ENGINEERING
REVISION: REV-00
DATE: NOVEMBER 12, 2020
SECTION 4: SURFACE PREPARATION & PAINT APPLICATION
PRIMARY MEMBERS
All primary members (Column, Rafter, Beam and Joist) will be cub brushed/wire brushed and painted
with one coat of red oxide primer.
SECONDARY MEMBERS
All secondary members (Purlin, Girt & Eave strut) shall be one coat of red oxide primer.
SECTION 5: STANDARD SUPPLY ITEM
The following are normally supplied unless mentioned otherwise:
o Anchor bolts for rigid frames, end wall posts & framed wall openings.
o Eave gutters & downspouts including inlet & outlet on sidewalls or curved eaves at sidewalls
with projection.
o All necessary flashing & trims.
o Foam closures.
o Bead mastic for panel end-lap.
o Galvanized high strength connection bolts.
o Sheeting fasteners.
o Rod bracings, other bracings
SECTION 6: MATERIALS DELIVERY PROGRAM & TERMS
Project Confirmation Date will be counted from the latest receiving of any of the documents listed
below in agreeable condition:
o Final Signed Contract: All terms & Condition acceptable to both parties.
o Down payment
o Final change order
o Workable Letter of Credit: Acceptable Letter of credit /final accepted L/C amendment.
OFFICE ADDRESS: BTI PREMIER PLAZA (LEVEL-3 , 29 & 30),CHA 90/A PRAGATI
SARANI,DHAKA-1212. BANGLADESH ;TEL: - (+88) 02 – 8835222; E- MAIL: -
toaengineering7@gmail.com PAGE 9 OF9
OFFER REFERENCE TOAEQ: 2019-12005 TOA ENGINEERING
REVISION: REV-00
DATE: NOVEMBER 12, 2020
SCHEDULE
o Delivery: The Customer is responsible for accurately checking the materials upon delivery and
acknowledging such delivery by duly signing on the “Material Delivery Note” and stating
damages / shortages, if any.
o When TOAE meets Force Majeure causing a delay in delivery, the delivery time shall be
extended automatically by the period of delay caused by the Force Majeure.
o TOAE shall advise the Customer by Fax, mail or courier particulars of each consignment
within [5] working days after transport of materials.
o Care, storage and protection of the materials at the site are the responsibility of customer or his
contractor.
o Electricity, water and security for erection should be provided by the client.
o Space for accommodation of erection workers shall be the responsibility of customer
o Proper floor compaction for easy movement of crane, trailer & truck shall be the responsibility
of customer
SECTION 7: ASSUMPTIONS, DEVIATIONS, EXCLUSIONS & OMISSION
o Any scope not specially mentioned is excluded from this contract.
o Civil works are not included in our scope.
o Our Price includes Complete Structural Design of the Steel Building.
o No allowance has been made to design, detail, coordinate, manage or build any architectural
features or art works other than what is shown on TOAE’s offer or TOAE’s offer drawings.
o 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 M&E equipment
unless specifically mentioned in our offer.
o Our price does not include personal doors and windows not specifically mentioned in the offer.
o All interior partitions are by others unless specifically mentioned in our offer.
OFFICE ADDRESS: BTI PREMIER PLAZA (LEVEL-3 , 29 & 30),CHA 90/A PRAGATI
SARANI,DHAKA-1212. BANGLADESH ;TEL: - (+88) 02 – 8835222; E- MAIL: -
toaengineering7@gmail.com PAGE 10 OF10
OFFER REFERENCE TOAEQ: 2019-12005 TOA ENGINEERING
REVISION: REV-00
DATE: NOVEMBER 12, 2020
BOQ - 1
PROJECT: CANADIAN INTERNATIONAL SCHOOL.
AREA: 505 Sqm
BOQ
Amount
Sl. No. Item Quantity Unit Unit price Remarks
(tk.)
Column, Rafter, Main Beam, Sub
Beam, Base plate , Stifner, joint
plate with red oxide primer Purlin
State Angle,Grit cleat, Joint Clit,
1 Anchor Bolt,PVC Down Pipe, 16000.00 kg 106.00 1696000.00
High Strength Bolt, Shear Bolt,
Gutter Support /Strip, Sag Rod,
Paint (two coat)
Fasteners/Screw, Silicon/ Sealant,
2 ,
10mm Double Bobole Insulation 4200.00 Sft 20.00 84000.00
3 Ms Purlin 3000.00 kg 115.00 345000.00
Profile Sheet & Accessories 135.00 256500.00
4 1900.00 kg
(Origin China Prime)
5 Deck Sheet 2800.00 kg 125.00 350000.00
Transportation charge from 4.00 94800.00
6 23700.00 kg
Factory to the project Site
Erection of pre-engineered
welded steel column, Beam,
Rafter, purlin, purlin State Angle ,
7 Girt etc. and Fitting & fixing 23700.00 kg 9.00 213300.00
charge of Roof & Wall sheeting ,
Decking sheeting , capping ,
Flashing, Gutter, Down pipe, etc.
Total= 3039600.00
IN WORD : THIRTY LAC THIRTY NINE THOUS AND S IX HUNDRED TAKA ONLY
OFFICE ADDRESS: BTI PREMIER PLAZA (LEVEL-3 , 29 & 30),CHA 90/A PRAGATI
SARANI,DHAKA-1212. BANGLADESH ;TEL: - (+88) 02 – 8835222; E- MAIL: -
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OFFER REFERENCE TOAEQ: 2019-12005 TOA ENGINEERING
REVISION: REV-00
DATE: NOVEMBER 12, 2020
BOQ -2
PROJECT: CANADIAN INTERNATIONAL SCHOOL.
AREA: 400 Sqm
BOQ
Amount
Sl. No. Item Quantity Unit Unit price Remarks
(tk.)
Column, Rafter, Main Beam, Sub
Beam, Base plate , Stifner, joint
plate with red oxide primer Purlin
State Angle,Grit cleat, Joint Clit,
1 Anchor Bolt,PVC Down Pipe, 12675.00 kg 106.00 1343550.00
High Strength Bolt, Shear Bolt,
Gutter Support /Strip, Sag Rod,
Paint (two coat)
Fasteners/Screw, Silicon/ Sealant,
2 ,
10mm Double Bubble Insulation 3350.00 Sft 20.00 67000.00
3 MS Purlin 2380.00 kg 115.00 273700.00
Profile Sheet & Accessories 135.00 203175.00
4 1505.00 kg
(Origin China Prime)
5 Deck Sheet 2220.00 kg 125.00 277500.00
Transportation charge from 4.00 75120.00
6 18780.00 kg
Factory to the project Site
Erection of pre-engineered
welded steel column, Beam,
Rafter, purlin, purlin State Angle ,
7 Girt etc. and Fitting & fixing 18780.00 kg 9.00 169020.00
charge of Roof & Wall sheeting ,
Decking sheeting , capping ,
Flashing, Gutter, Down pipe, etc.
Total= 2409065.00
IN WORD : TWENTY FOUR LAC NINE THOUS AND S IXTY FIVE TAKA ONLY
General Note:
o Price will be adjusted in per MT according to the final design and BOM which has to be
mentioned in Work Order.
o Weight limit varies within ±5%. The price is based on the primary estimated weight of the
materials. It could change with detail breakdown weight after final design.
o Above Price includes Design, Fabrication, Erection & Transportation cost. No Civil cost is
included
o Price is exclusive of Import Duty, VAT& Taxes.
o Above prices include VAT. TOAE shall deliver all materials through issuing VAT Callan and
submit the same at project site. Hence VAT would not be deductible from our bill.
OFFICE ADDRESS: BTI PREMIER PLAZA (LEVEL-3 , 29 & 30),CHA 90/A PRAGATI
SARANI,DHAKA-1212. BANGLADESH ;TEL: - (+88) 02 – 8835222; E- MAIL: -
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OFFER REFERENCE TOAEQ: 2019-12005 TOA ENGINEERING
REVISION: REV-00
DATE: NOVEMBER 12, 2020
o This project will complete within 50 days from the date of handed over the site with a grace of
+- 10 days.
SECTION 9: PAYMENT TERMS
Payment Schedule of the Contract Shall Be as Follows:
o 50% down payment within 07 days from the date of signing of contract in form of Pay Order,
Bank Draft.
o 40% after supply of 100% of all the building material. (within 7 Days)
o 10% after completion of the building (within 7 Days)
SECTION 10: CHANGES/REVISIONS
Any change/revision to the above stated scope of supply& erection may lead to a variation in the price
and the delivery/completion period. Such change shall not lead to withholding of payment for works
completed in the original contract
SECTION 11: OFFER VALIDITY
This price proposal is valid for 30 days from the submission date. Any extension of validity by TOAE
must be in writing.
SECTION 12: PRICE & DELIVERY COMMITMENTS
Customer’s compliance with payment terms are an integral part of this contract. In case of delay in receipt
of Original L/C from customer beyond six weeks from the date of signing contract, TOAE reserves the
right to change its price and delivery commitment. Part of the order fabricated by TOAE which cannot be
received by the client within eight weeks from the date of fabrication will be deemed payable upon
submission of invoice to the client.
OFFICE ADDRESS: BTI PREMIER PLAZA (LEVEL-3 , 29 & 30),CHA 90/A PRAGATI
SARANI,DHAKA-1212. BANGLADESH ;TEL: - (+88) 02 – 8835222; E- MAIL: -
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OFFER REFERENCE TOAEQ: 2019-12005 TOA ENGINEERING
REVISION: REV-00
DATE: NOVEMBER 12, 2020
SECTION 13: CONTRACT FORM
THIS CONTRACT is entered into on : November 12, 2020
BETWEEN (Buyer): AND (Seller)
TOA ENGINEERING.
BTI PREMIER PLAZA (LEVEL-3 , 29 &
30),CHA 90/A PRAGATI SARANI,DHAKA-
1212. BANGLADESH
Represented by the following person who is Represented by the following person who is
duly authorized to enter into this contract duly authorized to enter into this contract
Name & Title Name & Title
Signature Signature
Date Date
Company Stamp Company Stamp
NOW THEREFORE the parties agree as follows:
CONTRACT SCOPE: Supply of TOAE Pre-Engineered Buildings as described in contract documents
CONTRACT DOCUMENTS: The following document constitutes the contract documents:
1. TOAE Offer Reference TOAEQ: 2019-12005; Dated November 12, 2020
SUPPLY CONTRACT PRICE (BDT):
IN WITNESS HEREOF, the authorized parties hereto have executed this contract.
OFFICE ADDRESS: BTI PREMIER PLAZA (LEVEL-3 , 29 & 30),CHA 90/A PRAGATI
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