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Jharkhand Forest & Environment Department Light Gauge Steel Framed Super Structure Tender 2026 - IS 875/IS 1893 Compliant, 25% Quantity Variation

Bid Publish Date

05-Jan-2026, 1:14 am

Bid End Date

15-Jan-2026, 5:00 pm

EMD

₹10,000

Location

WEST SINGHBHUM , JHARKHAND

Progress

Issue05-Jan-2026, 1:14 am
AwardPending
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Quantity

2

Bid Type

Two Packet Bid

Key Highlights

  • • IS 875 (Part 3) 2015 wind-load compliance
  • • IS 1893 (Part 1) 2002 seismic-load compliance
  • • 25% quantity variation right during contract
  • • On-site delivery and unloading obligation
  • • ISO 9001 certification and MSME/Udyam registration required
  • • Site visit recommended; detailed site plans to be supplied
  • • Stainless steel hardware and galvanized steel sheets specified

Categories 3

STRUCTURE BEEKEEPING EQUIPMENT GAUGE

Tender Overview

Jharkhand Forest and Environment Department seeks bids for a Light Gauge Steel Framed Super Structure project, with structural design requirements aligned to IS 875 (Part 3) 2015 and IS 1893 (Part 1) 2002. The contract includes foundation work scope at site, erection completion timelines by the seller, and performance under climatic conditions. Key differentiators include explicit wind and seismic design compliance, precise outer dimensions (+/- 25 mm), and defined room/door/window/toilet layouts. The deliverable is a complete, weatherproof steel framed structure with specified cladding, roofing, insulation, flooring, and stainless steel fittings. The procurement emphasizes site delivery and on-site unloading with a 25% quantity variation option.

Key Specifications

  • Light Gauge Steel Framed Super Structure with IS 875 (Part 3) 2015 wind design

  • Seismic design per IS 1893 (Part 1) 2002

  • Outer dimensions with +/- 25 mm tolerance

  • Ground and First floor room counts; toilet counts; total doors/windows

  • Galvanized steel sheets; external wall cladding with uniform groove

  • Stainless steel door fittings and specified hardware

Terms & Conditions

  • EMD ₹10,000; delivery on site with unloading

  • 25% quantity variation allowed during and after contract

  • IS 9001 and MSME/Udyam registrations required

  • Site visit advised; terrain is hilly/remote

  • Provide BOQ and technical compliance documentation

Important Clauses

Payment Terms

Payment terms section requires bid-compliant terms; details to be as per contract, with milestones tied to delivery and acceptance

Delivery Schedule

Delivery period starts after last delivery order; extension policy applies with minimum 30 days

Penalties/Liquidated Damages

Penalties or LD terms are as per contract; failure to meet delivery/quality may attract penalties

Bidder Eligibility

  • Registered office in India

  • Prior government forest department experience or related government work

  • PAN, GST, ISO 9001, Udyam/MSME registration

  • On-site delivery capability with unloading; no liquidation status

  • Turnover evidence via CA certificate; 1 year IT returns

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Technical Specifications 1 Item

Item #1 Details

View Catalog
Category Specification Requirement
GENERIC Configuration Two storeys (Ground floor and First floor)
GENERIC Provision of Foundation (Building / construction of foundation up to plinth level at site shall be responsibility of) The consignee will construct foundation as per detailed drawing provided by the seller
GENERIC Time period for completion of erection work at site by seller Within 120 days of the date of receipt of consignee’s confirmation regarding completion of ground and foundation work, Within 90 days of the date of receipt of consignee’s confirmation regarding completion of ground and foundation work, Within 60 days of the date of receipt of consignee’s confirmation regarding completion of ground and foundation work
DESIGN REQUIREMENTS Wind Speed As per IS: 875 (Part 3) 2015 - should be structurally stable and suitable to meet severity of these climatic condition 39 m/s, 44 m/s, 47 m/s, 50 m/s, 55 m/s
DESIGN REQUIREMENTS Seismic Load As per IS: 1893 (Part 1) 2002 - should be structurally stable and suitable to meet severity of these climatic condition Seismic zone III, Seismic zone IV, Seismic zone V
DESIGN REQUIREMENTS Ambient Temperature - should be structurally stable and suitable to meet severity of these climatic condition 0 degree C to 50 degree C, (-)10 Degree C to 50 Degree C
DIMENSIONS Outer Length of the Super Structure (in mm) (+/- 25 mm) 3000 - 50000
DIMENSIONS Outer Width of the Super Structure (in mm) (+/- 25 mm) 2996 - 50000
DIMENSIONS Internal Clear Height of the Ground Floor of Super Structure (Excluding false ceiling – if any) (in mm) (+/- 25 mm) 3100 mm, 3200 mm, 3300 mm, 3400 mm, 3500 mm, 3600 mm, Others
DIMENSIONS Internal Clear Height of the First Floor of Super Structure (Excluding false ceiling – if any) (in mm) (+/- 25 mm) 3100 mm, 3200 mm, 3300 mm, 3400 mm, 3500 mm, 3600 mm, Others
LAYOUT REQUIREMENT Number of rooms on Ground floor (any type of room Care taker room, Reception lobby, Childcare room, Kitchen, Dining, Store or Security control room etc excluding Passage area) 1 - 20
LAYOUT REQUIREMENT Number of rooms on First floor (any type of room Care taker room, Reception lobby, Childcare room, Kitchen, Dining, Store or Security control room etc excluding Passage area) 0 - 20
LAYOUT REQUIREMENT Number Of toilets / bathrooms on Ground Floor 0 - 10
LAYOUT REQUIREMENT Number Of toilets / bathrooms on First Floor 0 - 10
LAYOUT REQUIREMENT Number of Total Doors (Big, Medium and Small) 1 - 50
LAYOUT REQUIREMENT Number of Total Windows 1 - 50
DESIGN PARAMETERS Fastening of frame (all joints of the profiles, struts and purlins shall be joined properly) All connecting angles - plates - bracings etc. will be in Galvanized steel made out of 1.0 mm sheets(depending upon the software design) All bolts and screws shall be galvanized. Minimum bolt size shall be 8 mm, All connecting angles - plates - bracings etc. will be in Galvanized steel made out of 1.5 mm sheets(depending upon the software design) All bolts and screws shall be galvanized. Minimum bolt size shall be 8 mm, All connecting angles - plates - bracings etc. will be in Galvanized steel made out of 3 mm sheets(depending upon the software design) All bolts and screws shall be galvanized. Minimum bolt size shall be 8 mm, All connecting angles - plates - bracings etc. will be in Galvanized steel made out of 4 mm sheets(depending upon the software design) All bolts and screws shall be galvanized. Minimum bolt size shall be 8 mm
DESIGN PARAMETERS The steel sheet shall be galvanized with 275 GSM zinc or AZ150 Galvalume/Zincalume (55% aluminium and 45 % zinc alloy coating) with yield strength of minimum 550MPa for sections less than 1.2 mm and minimum 300 Mpa for sections above 1.2 mm, for trusses and wall frames and purlins conforming to IBC 2009 for cold formed steel framing and construction and also as per IS: 875- 1987, ISO 800-1984 and IS: 801- 1975
DESIGN PARAMETERS Structural Work of Staircase ISMB / boxed ISMC / built up sections / rolled tube sections shall be used with appropriate base plate and foundation bolts using M20 concrete. Beams and all structural members shall be in epoxy coated M.S. / built‐up‐sections, NA
ROOF DESIGN Roof Sheet Silicon modified polymer pre‐coated galvanised steel sheet roofing accessories (excluding Gutters) 0.50 mm + /‐5% total coated thickness (TCT) thick zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5‐7 microns epoxy primer on both side of the sheet and polyester top coat 15‐18 microns, Others
ROOF DESIGN Roof Insulation 50 mm thick Glass wool insulation with chicken mesh shall be used as filler between the outer and inner skin (the density for Glass wool shall be 16 kg / CuM ), N.A
ROOF DESIGN Roof slope 1 : 3 (Approx), Flat and Accessible roof
ROOF DESIGN False Ceiling board 12.5 gypsum board (for dry areas only), 8 mm fibre cement board (for wet areas only), NA
FINISHING External Wall Cladding (Adjacent wall board shall have board shall have a uniform groove throughout length of the board for external surface) 6 mm thick heavy duty fibre cement boards as per IS‐ 14862, 8 mm thick heavy duty fibre cement boards as per IS‐ 14862
FINISHING Internal wall cladding 8 mm thick fibre cement boards (as per IS‐ 14862), 10 mm thick fibre cement boards (as per IS‐ 14862)
FINISHING Additional Finishing on Internal Wall cladding ((jointing and fixing to a flush finish of tapered and square edges of the board with recommended filler, jointing tapes and Finisher) 12.5 mm gypsum board fixed with self‐drilling, tapping screws, fasteners, Providing ceramic glazed wall tiles of size 8”x12” conforming to IS : 15622 (6 ‐ 7 mm thickness) in skirting and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade
FINISHING Insulation 50 mm thick mineral wool (density 40kg/m3) insulation to be used as filler between the outer and inner skin, NA
FINISHING Type of Flooring (other than toilet) Providing and fixing of minimum 0.6 mm thick metal decking 44 mm deck profile 340MPA 245GSM coating and 3 mm thick 75 mm X 75 mm IRC mesh. The total thickness of the flooring substrate shall be 100 mm, With bed of cement mortar 1:3 (1 cement : 3 sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade, Vitrified floor tiles of size 2’ x 2’ (9 ‐ 10 mm thickness) conforming to IS : 15622 in colours such as White, Ivory, Grey, laid on 12 mm thick bed of cement mortar 1:3 (1 cement :3 sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement
FINISHING Type of Toilet flooring/Walls With bed of cement mortar 1:3 (1 cement : 3 sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade, With Ceramic glazed floor tiles, Ceramic glazed floor tiles of size 1’ x 1’ (9‐10 mm thickness) conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 sand) including pointing the joints with white cement
FINISHING Type of Window White aluminium Windows made out of extruded two/three chambered profile frames with hermetically sealed glazed glass customized system including all fittings and sealing of gaps, UN-PLASTICIZED Poly Vinyl Chloride (u P V C) windows including all fittings
FINISHING Type of Door (To be supplied with Stainless steel fittings: 3 Numbers 125 mm long Butt Hinges, 1 Number 300 x 16 mm Aldrop, 2 Numbers 150 mm Door Handles, 2 Numbers Tower Bolts of size 12 mm diameter 250 mm long, 1 Number Door Stopper) ISI marked flush door shutters of 30 mm thick conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters
WARRANTY Warranty period in number of years 1 - Year, 2 - Years, 3- Years, 4- Years, 5- Years

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Required Documents

1

GST certificate

2

PAN card

3

Experience certificates

4

Financial statements / CA turnover certificate

5

Bank mandate on bank letterhead

6

BOQ Excel and Technical Specification Compliance Document

7

ISO 9001 certificate / ISO related certificates

8

MSME/Udyam registration or incorporation certificate

9

Site plan/elevation/3D plan (as requested)

10

Undertaking of non-liability for liquidation/bankruptcy on stamp paper

Frequently Asked Questions

Key insights about JHARKHAND tender market

How to bid on tender in Jharkhand forest department for light gauge steel framing?

Bidders must be Indian-registered with PAN, GST, and ISO 9001; provide MSME/Udyam details, ITR and turnover certificate, bank mandate, BOQ and Technical Compliance, and OEM authorizations. Ensure on-site delivery capability and unload at site; visit site if possible to assess terrain and scope.

What documents are required for light gauge steel tender in Jharkhand?

Submit GST, PAN, incorporation or registration certificate, ISO 9001, MSME/Udyam proof, 1 year ITR, CA turnover certificate, bank mandate, EMD ₹10,000, BOQ Excel and Technical Compliance, and site plans including elevations and RCC details if requested.

What standards govern wind and seismic design in this Jharkhand tender?

Design must meet IS 875 (Part 3) 2015 wind loads and IS 1893 (Part 1) 2002 seismic loads; structures must be stable under these climatic severities and ambient temperature conditions specified by the buyer.

What is the EMD amount for this light gauge steel tender in Jharkhand?

The bid security required is ₹10,000. Ensure payment is made per tender instructions; include photocopy or online payment confirmation with the bid documents to avoid rejection.

What is the delivery policy and quantity variation clause for this contract?

The purchaser may increase or decrease quantity up to 25% at contract placement and during currency; extended delivery time is calculated as (additional quantity/original quantity) × original period, minimum of 30 days.

What site-specific considerations are advised for bidding in Jharkhand hills?

Site visits are highly advisable due to hilly and remote terrain; bidders should assess access, unloading at site, foundation scope, and on-site erection logistics to prepare accurate BOM and schedule.

What are the essential finishing and hardware requirements in this tender?

Fabrication includes galvanized steel sheets, external/internal wall cladding with grooves, insulation, roofing, and stainless steel door fittings; hardware includes 3x125 mm butt hinges, 1x300x16 mm Aldrop, 2x150 mm handles, 2x12 mm x 250 mm bolts, and 1x stopper.

What are the expected warranty and post-installation terms for the Jharkhand project?

A warranty period is specified in years within the contract; ensure warranty coverage for structural components, galvanization, cladding, insulation, and fittings, along with AMC terms if provided.

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