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Forest and Environment Jharkhand Light Gauge Steel Framed Super Structure Tender 2026

Bid Publish Date

05-Jan-2026, 12:56 am

Bid End Date

15-Jan-2026, 5:00 pm

EMD

₹10,000

Location

WEST SINGHBHUM , JHARKHAND

Progress

Issue05-Jan-2026, 12:56 am
AwardPending
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Quantity

2

Bid Type

Two Packet Bid

Categories 3

STRUCTURE BEEKEEPING EQUIPMENT GAUGE

Tender Overview

Forest and Environment Department Jharkhand invites bids for a Light Gauge Steel Framed Super Structure project, focusing on generic configuration, foundation作, and complete erection at site. The scope includes wind and seismic resistance per IS standards, dimensional tolerances, and layout specifics for ground and first floors. Estimated value not disclosed; EMD ₹10,000. Delivery is on site with unloading, and the bidder must coordinate with site teams for foundations and structural framing. Unique aspects include compliance with IS 875 (Part 3) 2015 for wind and IS 1893 (Part 1) 2002 for seismic loads, plus exact outer dimensions and interior clearances. The buyer’s clause permits quantity variation of up to 25% during contract. Bidders should visit the site due to hilly terrain and remote location. This procurement mandates extensive design, finishing, and fitting with stainless steel fittings and specified windows/doors.

Technical Specifications & Requirements

  • Category covers: Generic configuration, foundation responsibilities, and erection period
  • Design parameters include Wind speed IS 875 Part 3 2015, Seismic loading IS 1893 Part 1 2002, and ambient temperature suitability
  • Dimensions require precise Outer length/width (+/- 25 mm) and internal clear heights (+/- 25 mm) on both ground and first floors
  • Layout includes counts of rooms, toilets, doors, and windows on both floors; includes roof design, insulation, and false ceiling
  • Finishing mandates external/internal wall cladding, insulation, flooring, and specified stainless steel fittings for doors; warranty period to be provided
  • Warranty terms unspecified; supplier must address structural stability, gravity loads, and site conditions

Terms, Conditions & Eligibility

  • EMD ₹10,000; delivery on site with unloading; option to increase quantity up to 25% during or after contract
  • Bidders must have registered office in India and prior government forest/departments experience in Jharkhand
  • Required documents: PAN, GST, ISO 9001, Udyam/MSME, Incorporation certificate; ITR for last year; bank mandate; technical compliance and BOQ; 3D/site plans
  • Site visitation strongly advised; failure to upload certificates/documents can lead to rejection; purchase order delivery timelines start after final order
  • Bidder must maintain financial solvency and non-liquidation status; provide turnover certificate on CA letterhead
  • ATC/BOQ compliance, tribal ECO hut/site plan, elevation/section/RCC details to be submitted

Key Specifications

  • Wind speed: IS 875 (Part 3) 2015

  • Seismic load: IS 1893 (Part 1) 2002

  • Outer dimensions: Length/Width with ±25 mm tolerance

  • Internal clear height: Ground floor and First floor with ±25 mm tolerance

  • Cladding: external/internal wall finishes with uniform groove, stainless fittings

  • Roof design: Roofing sheet, insulation, false ceiling

  • Door/hardware: stainless steel fittings specified

Terms & Conditions

  • 25% quantity variation allowed during/after contract with rates fixed

  • On-site delivery with unloading; site access considerations due to terrain

  • Mandatory site visit and comprehensive documents (BOQ, technical compliance)

Important Clauses

Payment Terms

Delivery on-site with unloading; option on quantity up to 25%; payment terms to be as per contract

Delivery Schedule

Delivery timeline commences after final order; extended time allowed for added quantity per option clause

Penalties/Liquidated Damages

LD provisions not specified; adherence to delivery period implied per ATC, with minimum 30 days for added quantity

Bidder Eligibility

  • Registered office in India

  • Prior Jharkhand forest/government department experience

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

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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 (government forest/ Jharkhand work)

4

Financial statements and turnover certificate on CA letterhead

5

EMD verification document (₹10,000)

6

ISO 9001 and Udyam certificate

7

Incorporation/Shop Act certificate

8

Bank mandate signed by Branch Manager

9

BOQ Excel and Technical Specification Compliance Document

10

3D site plan, elevation, section, RCC footing details

11

Site visit confirmation

Frequently Asked Questions

Key insights about JHARKHAND tender market

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

Bidders must meet eligibility: India-registered, Jharkhand forest experience, GST and PAN, ISO 9001, Udyam; submit BOQ compliance, site plans, and ITR; EMD ₹10,000 via online or demand draft; ensure IS 875 and IS 1893 compliance and on-site delivery.

What documents are required for Jharkhand light gauge steel bid 2026

Required documents include PAN, GST, experience proofs, ISO 9001, Udyam/MSME, incorporation certificate, financial statements, ITR, bank mandate, BOQ Excel, technical compliance, and 3D site plans; ensure site visit confirmation and certificates uploaded with bid.

What are the design standards for wind and seismic in this tender

Design follows IS 875 (Part 3) 2015 for wind speed and IS 1893 (Part 1) 2002 for seismic loads; structures must be structurally stable under climatic conditions and ambient temperature; comply with specified roof, insulation, and cladding requirements.

What is the EMD amount and payment terms for this Jharkhand tender

EMD is ₹10,000; payment terms align with contract conditions; delivery is on-site with unloading; keep finance documentation ready and ensure turnover and bank mandate are in order for smooth payment processing.

Can the quantity be increased during contract as per ATC terms

Yes, quantity may increase up to 25% of bid quantity during the contract at contracted rates; delivery period extends with the new quantity as per the option clause calculation and minimum 30 days rule.

What site requirements and planning documents are needed for submission

Submit tribal ECO hut site plan, 3D landscape details, elevation, section drawings, RCC footing details, and site visit confirmation; bidders should verify terrain and remote access to ensure feasible erection and foundation work.

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