Agriculture Boards / Undertakings / PSU Closing in 19 days TDR #57245852

Tender For Conversion Of Valley Gutter Godown (G.No.-1) Into Single Span Roofing Along With Replacement Of Roof Sheets Of Mini Godown With Profile Sheets At Fsd Ambala Cantt

Issued by Boards / Undertakings / PSU · Ambala, Haryana
Tender Value
1.76 Crore
Estimated cost
Bid Submission
21 Sep 2026
19 days left
EMD
3.53 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Ambala → Haryana
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Conversion Of Valley Gutter Godown (G.No.-1) Into Single Span Roofing Along With Replacement Of Roof Sheets Of Mini Godown With Profile Sheets At Fsd Ambala Cantt

BOQ

Name of Work:- Conversion of Valley Gutter Godown (G.No.-1) into Single Span Roofing along with replacement of roof sheets of Mini Godown with profile sheets at FSD Ambala Cantt
Sl. No. Item Description
1Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
2Taking out wind ties from roof including cutting out rusted bolts, nuts etc. and removing materials to any distance within compound and stacking.
3Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: G.S. Sheet
4Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 150 mm dia pipe
5Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: Channels, angles, tees and flats.
6Extra for dismantling trusses,rafters, purlins, etc of steel work for every additional height of one metreor part thereof beyond 5 metres.
7Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
8Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured) : From brick work in cement mortar
9Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) Bricks will be supplied free of cost
10Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)
11Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor,etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
12Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
13Providing and fixing precoated aluminium zinc alloy profile sheets (galvalume) 1.37 mm (TCT) tolerance +- 0.020 mm confirming to ASTM -A792, grade -D, alloy coating, AZ-150( comprising Aluminium -55%, Zinc -43.5%, silicon-1.5%) paint coating regular modified paint (RMP) with minimum of 25 Micron top coating 12 micron bottom coating (size, shape , colour RAL 5015 toba blue and pitch of corrugation as approved by Engineer in charge) for arch rise up to 6 mtr roofing with necessary fittings and hangers, rawl plugs/fasteners 150x12 mm (hylti make) SS304 after drilling in gutter beam as per drawing design and direction of engineer in charge
14Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (base metal of minimum 0.45mm thickness with toatl coating thickness of 0.05mm) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Ridges plain (500 - 600mm)
15Supplying, installation, testing & commissioning of turbo ventilators size 22\\" in stainless steel 430 grade with approximate weight 4.85 kg. The ventilator should have air absorption of 7 kg per hour 2440 CFM with blade length 369mm wings of 80mm, outer wings = 22\\" 24 nos inner wings 22\\"-6 Nos, with self lubricating ball bearing etc. complete as per manufacture's specification and as per direction of Engineer-in-charge.
16Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep without chase cutting
17Fixing of old wind tie with new fittings including painting two or more coats with anticorrosive bitumastic paint of approved brand & manufacturer over and including priming coat of ready mixed zinc chromate yellow primer of approved brand.
18Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
19Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
20Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
21Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
22White washing with lime to give an even shade :New work (three or more coats)
23Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with1.25 mm thick top cover
24Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
25Credit for old unservicable, GI sheet, eve gutters, valley gutters, wind ties, J hooks/angle/iron scrap received from dismantling Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57245852
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 1.76 Crore
LAST DATE 21-09-2026
Authority
Authority Name Food Corporation Of India
Work Description Tender for Conversion Of Valley Gutter Godown (G.No.-1) Into Single Span Roofing Along With Replacement Of Roof Sheets Of Mini Godown With Profile Sheets At Fsd Ambala Cantt
Basic Detail
Tender No CE/01/2026
Bidding Type Tender
Location
City Ambala
State Haryana
Key Dates
Publish Date 28 Aug 2026
Submission Date 21 Sep 2026
Open Date 22 Sep 2026
Finance
Tender Value 1.76 Crore
Tender Fee Ref. Documents
EMD 3.53 Lakhs
Exemption Not Available
Document List
847295f6-1d85-40e1-be44-d07eff844704.html
BOQ_971022.xls
MTFAMBALA.pdf
Tendernotice_1.pdf
Tendernotice_2 (2).pdf

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Tender Timeline

Aug 28, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 21, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 19 days
Sep 22, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 20 days

Tender Documents

Download All (ZIP) ↓
html

847295f6-1d85-40e1-be44-d07eff844704.html

xls

BOQ_971022.xls

pdf

MTFAMBALA.pdf

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2 (2).pdf

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