Tender Notice for Heavy duty longspan storage System in DHEMAJI, ASSAM
Progress
Public procurement opportunity for Indian Army Heavy duty longspan storage System (Q3) in DHEMAJI, ASSAM. Quantity: 67 issued by. Submission Deadline: 03-09-2026 09: 00: 00. View full details and respond.
Tender Data
Bid Details
Quantity
67
Bid Type
Two Packet Bid
Bid Validity
180 (Days)
Bid Type
Service
Evaluation
Total value wise evaluation
Inspection Required
Yes
RA Qualification Rule
H1-Highest Priced Bid Elimination
Tech Clarification Time
2 Days
Preference & Exemptions
EMD Required
Yes
MII Purchase Preference
Yes
MII Preference Band
L1+20%
MSE Purchase Preference
Yes
MSE Preference Band
L1+15%
MSE Exemption/Relaxation
Yes
Startup Exemption/Relaxation
Yes
Bid Splitting Applied
No
Requirements
Min. Avg. Annual Turnover
7
OEM Avg. Turnover
7
Past Performance
80 %
Experience Required
3 Year (s)
Arbitration Clause
No
Mediation Clause
No
Additional Tender Data
Commercial Details
Tender Category
Goods
Bid To RA
No
Bid To RA Enabled
Yes
Item Category
Heavy duty longspan storage System (Q3)
Advisory Bank
State Bank of India
Delivery Details
Max Delivery Days
45
Delivery Locations
1
Delivery Cities
Dhemaji
Delivery Locations
| Consignee | Address | City | State | Pincode | Quantity | Delivery Days | Additional Requirement |
|---|---|---|---|---|---|---|---|
| - | Dhemaji | Dhemaji | - | - | 67 | 45 | - |
Authority Records
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Documents 4
GeM-Bidding-9689537.pdf
Main Document
CATALOG-Specification-1
CATALOG Specification
Buyer uploaded ATC document
ATC
GEM General Terms and Conditions Document
GEM_GENERAL_TERMS_AND_CONDITIONS
Corrigendum Updates
3 Updates Update
Extended Deadline
03-Sep-2026, 3:30 am
Opening Date
03-Sep-2026, 4:00 am
Update
Extended Deadline
28-Aug-2026, 3:30 am
Opening Date
28-Aug-2026, 4:00 am
Update
Extended Deadline
25-Aug-2026, 10:30 am
Opening Date
25-Aug-2026, 11:00 am
Categories
2
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Required Documents
Experience Criteria
Past Performance
Bidder Turnover
Certificate (Requested in ATC)
OEM Authorization Certificate
OEM Annual Turnover
Additional Doc 1 (Requested in ATC)
Additional Doc 2 (Requested in ATC)
Additional Doc 3 (Requested in ATC)
Additional Doc 4 (Requested in ATC)
Compliance of BoQ specification and supporting document *In case any bidder is seeking exemption from Experience / Turnover Criteria
the supporting documents to prove his eligibility for exemption must be uploaded for evaluation by the buyer
Technical Specifications
1 Item
Item #1 Details
View Catalog| Category | Specification | Requirement |
|---|---|---|
| GENERIC | Unit type (based on vertical load bearing supports) | Add-on unit having two numbers upright with Catwalk, Add-on unit having two numbers upright without Catwalk |
| GENERIC | Provision of grouting (with base plates and bolts) | Yes |
| GENERIC | Type of Row (unit bay having the accessibility) | Single faced (SF) Row – accessibility on one side, Double faced (DF) Row – two single faced units connected back to back (accessibility on both sides) |
| GENERIC | Total load bearing capacity of each level | 495.0 - 5000.0 Or higher |
| GENERIC | Number of tiers in the system | Single Tier, 2 Tier, 3 Tier |
| GENERIC | Provision of Working Aisle (user to directly access the unit) | Yes, No |
| GENERIC | Provision of Cross Aisle (user to connect to the different Working Aisle) | Yes, No |
| GENERIC | Provision of Cat walk with Railing | Yes, No |
| GENERIC | Provision of Stairs with railing (to connect with cat walk) | Yes, No |
| GENERIC | Provision of Upright Guard | Yes, No |
| GENERIC | Storage unit/Upright Height from ground | 3000.0 |
| GENERIC | Storage unit Depth | 800.0 |
| GENERIC | Storage unit Width | 1500.0 |
| GENERIC | Provision of signages board (loading pattern with safety instruction) | Yes |
| GENERIC | Supplier to perform Installation and Commissioning of Storage system as per Design and Layout plan provided by the Buyer (excluding any type of Civil Work) | Yes |
| UPRIGHT FRAME | Upright frame made up of | Hot rolled steel flat conforming to IS : 5986 – Fe 510 / equivalent (generally for 355 MPa yield stress), Hot rolled medium and high tensile structural steel conforming to IS : 2062 – E 350 /equivalent (generally for 355 MPa yield stress), Hot rolled steel flat conforming to IS : 5986 – Fe 410 / equivalent (generally for 255 MPa yield stress), Hot rolled medium and high tensile structural steel conforming to IS : 2062 – E 250 /equivalent (generally for 255 MPa yield stress), Steel tube conforming to IS : 3601 – 2006 as amended up to date (generally for 210 MPa yield stress), Hollow steel sections conforming to IS : 4923 – 1997 as mended up to date (generally for 210 MPa yield stress), Cold reduced low carbon steel conforming to IS : 513 – 2008 as amended up to date (generally for 210/255/310 MPa yield stress), Galvanized steel plain conforming to IS : 277 – 2003 as amended up to date (generally for 210 MPa yield stress), IS 10748 Gr 2 or equivalent |
| UPRIGHT FRAME | Thickness of Upright frame material (+/- 5%) | 1.2 - 4.0 Or higher |
| UPRIGHT FRAME | Upright sections | 35 mm X 35 mm, 40 mm X 40 mm, 60 mm X 40 mm, 55 mm X 45 mm, 50 mm X 37 mm, 70 mm X 65 mm, 90 mm X 70 mm, 110 mm x 90 mm, 80 mm x 80 mm |
| BASEPLATE | Baseplate made up of | Hot rolled steel flat conforming to IS : 5986 – Fe 510 / equivalent (generally for 355 MPa yield stress), Hot rolled medium and high tensile structural steel conforming to IS : 2062 – E 350 /equivalent (generally for 355 MPa yield stress), Hot rolled steel flat conforming to IS : 5986 – Fe 410 / equivalent (generally for 255 MPa yield stress), Hot rolled medium and high tensile structural steel conforming to IS : 2062 – E 250 /equivalent (generally for 255 MPa yield stress), Cold reduced low carbon steel conforming to IS : 513 – 2008 as amended up to date (generally for 210/255/310 MPa yield stress), Galvanized steel plain conforming to IS : 277 – 2003 as amended up to date (generally for 210 MPa yield stress), N.A, SS Grade 37 (CLASS 1) Conforming to ASTM A 653M standard with min 255 MPa yield strength and with galvanized finish |
| BEAM DETAILS | Panel made up of | Hot rolled steel flat conforming to IS : 5986 – Fe 510 / equivalent (generally for 355 MPa yield stress), Hot rolled medium and high tensile structural steel conforming to IS : 2062 – E 350 /equivalent (generally for 355 MPa yield stress), Hot rolled steel flat conforming to IS : 5986 – Fe 410 / equivalent (generally for 255 MPa yield stress), Hot rolled medium and high tensile structural steel conforming to IS : 2062 – E 250 /equivalent (generally for 255 MPa yield stress), Steel tube conforming to IS : 3601 – 2006 as amended up to date (generally for 210 MPa yield stress), Cold reduced low carbon steel conforming to IS : 513 – 2008 as amended up to date (generally for 210/255/310 MPa yield stress), Galvanized steel plain conforming to IS : 277 – 2003 as amended up to date (generally for 210 MPa yield stress), Plywood conforming to IS : 303 – 1989 as amended up to date, MDF board conforming to IS : 12406 – 2003 as amended up to date, IS 10748 Gr 2 or equivalent |
| BEAM DETAILS | Side cladding | All sides, Intermediate, Common sides, Extreme sides, No side cladding |
| BEAM DETAILS | Cladding material | MS mesh guard, MS sheet, Ply board, MDF board, MS pipe, No cladding |
| CERTIFICATION | Availability of Test Report from Designated AHSP/NABL/ILAC accredited or central government lab to proof conformity of the relevant products to the specification | Yes, No |
| CERTIFICATION | Test reports to be furnished to buyer on demand, if claimed to be available – NA if test report is not available | Yes, No, N.A |