GEM

Tender Notice for Heavy duty longspan storage System,Heavy duty longspan storage System,Heavy duty longspan storage S in KHORDHA, ODISHA

Bid Publish Date

30-Jan-2026, 1:41 pm

Bid End Date

20-Feb-2026, 4:00 pm

EMD

₹48,00,000

Location

KHORDHA , ODISHA

Progress

Issue30-Jan-2026, 1:41 pm

AwardPending

Explore all 4 tabs to view complete tender details

Quantity

2427

Documents 7

GeM-Bidding-8856785.pdf

Main Document

CATALOG-Specification-1

CATALOG Specification

CATALOG-Specification-2

CATALOG Specification

CATALOG-Specification-3

CATALOG Specification

CATALOG-Specification-4

CATALOG Specification

Buyer uploaded ATC document

ATC

GEM General Terms and Conditions Document

GEM_GENERAL_TERMS_AND_CONDITIONS

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Technical Specifications 4 Items

Item #1 Details

View Catalog

Category	Specification	Requirement
GENERIC	Unit type (based on vertical load bearing supports)	Main unit having four 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	100 - 5000
GENERIC	Number of tiers in the system	Single Tier
GENERIC	Provision of Working Aisle (user to directly access the unit)	No
GENERIC	Provision of Cross Aisle (user to connect to the different Working Aisle)	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	1950 - 15000
GENERIC	Storage unit Depth	300 - 2000
GENERIC	Storage unit Width	900 - 4000
GENERIC	Provision of signages board (loading pattern with safety instruction)	No
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 - 4
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
BASEPLATE	Grouting fasteners	Torque type mechanical anchor bolts
BEAM DETAILS	Beam type	Box type
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	No side cladding
BEAM DETAILS	Back cladding type	No back cladding
BEAM DETAILS	Cladding material	No cladding
BEAM DETAILS	Provision of pigeon hole	Not provided
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

Item #2 Details

View Catalog

Category	Specification	Requirement
GENERIC	Unit type (based on vertical load bearing supports)	Main unit having four 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	100 - 5000
GENERIC	Number of tiers in the system	Single Tier
GENERIC	Provision of Working Aisle (user to directly access the unit)	No, Yes
GENERIC	Provision of Cross Aisle (user to connect to the different Working Aisle)	No, Yes
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	1950 - 15000
GENERIC	Storage unit Depth	300 - 2000
GENERIC	Storage unit Width	900 - 4000
GENERIC	Provision of signages board (loading pattern with safety instruction)	No
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 - 4
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

Item #3 Details

View Catalog

Category	Specification	Requirement
GENERIC	Unit type (based on vertical load bearing supports)	Main unit having four numbers upright without Catwalk
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	100 - 5000
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	1950 - 15000
GENERIC	Storage unit Depth	300 - 2000
GENERIC	Storage unit Width	900 - 4000
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 - 4
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

Item #4 Details

View Catalog

Category	Specification	Requirement
GENERIC	Unit type (based on vertical load bearing supports)	Main unit having four numbers upright without Catwalk
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	100 - 5000
GENERIC	Number of tiers in the system	Single 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	1950 - 15000
GENERIC	Storage unit Depth	300 - 2000
GENERIC	Storage unit Width	900 - 4000
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 - 4
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

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Documents 7

GeM-Bidding-8856785.pdf

Main Document

CATALOG-Specification-1

CATALOG Specification

CATALOG-Specification-2

CATALOG Specification

CATALOG-Specification-3

CATALOG Specification

CATALOG-Specification-4

CATALOG Specification

Buyer uploaded ATC document

ATC

GEM General Terms and Conditions Document

GEM_GENERAL_TERMS_AND_CONDITIONS

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Tender Notice for Heavy duty longspan storage System,Heavy duty longspan storage System,Heavy duty longspan storage S in KHORDHA, ODISHA

Documents 7

GeM-Bidding-8856785.pdf

CATALOG-Specification-1

CATALOG-Specification-2

CATALOG-Specification-3

CATALOG-Specification-4

Buyer uploaded ATC document

GEM General Terms and Conditions Document

Past Similar Tenders (Historical Results)

PLC based fire alarm system

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Indian Army Rotational Moulded Polyethylene Water Storage Tanks (V3) IS 12701 & Tower Bolts IS 204 Tender Pune 2026

Technical Specifications 4 Items

Item #1 Details

Item #2 Details

Item #3 Details

Item #4 Details

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Documents 7

GeM-Bidding-8856785.pdf

CATALOG-Specification-1

CATALOG-Specification-2

CATALOG-Specification-3

CATALOG-Specification-4

Buyer uploaded ATC document

GEM General Terms and Conditions Document

Documents

Unlock All Documents

GeM-Bidding-8856785.pdf

CATALOG-Specification-1

CATALOG-Specification-2

CATALOG-Specification-3

CATALOG-Specification-4

Buyer uploaded ATC document

GEM General Terms and Conditions Document

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