Agriculture Government Departments Closing in 12 days TDR #57070621

Tender For Special Repairs To Godown No.5 Such As Relaying Of Flooring, Replacing The Roof Sheets, Servicing Of Rolling Shutters, Top & Bottom Ventilators Including Painting, Painting Of Walls Inside And Outside, Painting Of Compound Wall And Providi

Issued by Government Departments · Tiruchirappalli, Tamil Nadu
Tender Value
Ref. Documents
Estimated cost
Bid Submission
31 Aug 2026
12 days left
EMD
48800
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Tiruchirappalli → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Special Repairs To Godown No.5 Such As Relaying Of Flooring, Replacing The Roof Sheets, Servicing Of Rolling Shutters, Top & Bottom Ventilators Including Painting, Painting Of Walls Inside And Outside, Painting Of Compound Wall And Providing Of Barbed Wire Fencing On The Existing Compound Wall And Construction Of Static Tank At Trichy Warehouse.

BOQ

Name of Work:- Special Repairs to Godown No.5 such as relaying of flooring, replacing the roof sheets, servicing of rolling shutters, top & bottom ventilators including painting, painting of walls inside and outside, painting of compound wall and providing of barbed wire fencing on the existing compound wall and construction of static tank at Trichy Warehouse.
Sl. No. Item Description
1Dismantling, clearing away and carefully stacking materials useful for re-use of Asbestos sheet roofing without roor timbers / angles, stacked properly inside the campus as directed by the Engineer - Incharge.
2Dismantling, clearing away and carefully stacking materials useful for re-use of brick masonry walls, depositing the debris in the low lying areas inside the campus as directed by the Engineer - Incharge.
3Clean removal of Cement plaster from walls and racking out joints 20mm deep, clearing away and depositing the debris in the low lying areas inside the campus as directed by the Engineer-incharge.
4Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of P.C.C., depositing the debris in the low lying areas inside the campus as directed by the Engineer - Incharge.
5Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms at the site, etc., complete complying with standard specification and as directed by the departmental officers.
6Supplying and filling in foundation, basement, etc with filing crushed stone dust in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.
7Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers - Mixing by mechanical means
8Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.- Mixing by mechanical means
9Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid).
10Cement Concrete 1:1.5:3 (One Cement, One and half crushed stone sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges, centering and shuttering but including Super Plasticiser, mixing charges for machine mix, laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers - machine mix
11Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the departmental officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire)
12Supplying and fixing colour coated galvalume profile sheets (Make- TATA/JSW) with the depth of 30 mm and pitch of corrugation 200 mm (Colour and shape of profile as approved by the Engineer-in-charge), 0.47 mm (TCT) total coated thickness (tolerance as per relevant IS code), material yield strength 550 MPa, galvalume AZ-150 GSM (both side inclusive) with regular modified polyester paint and coating of 20-25 micron RMP on exposed surface including primer and 7-10 micron epoxy coating on unexposed surface including primer. The sheet should be supplied in single length as shown in drawing or as desired by Engineer in charge and shall be fixed using stainless steel Hex cap headed self threaded drilling/ tapping stainless steel screws M6, 65 mm long with 3 mm thick EPDM seal and Stainless steel stitching screw of size 19X2.5 mm excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. All screw should be sealed with silicon sealant etc.., compete as per standard specifications and as directed by the departmental officers. (The old AC sheets / Galvalume sheets should be taken over by the contractor on buy back policy)
13Supplying and fixing corrugated PolyCarbonate Sheet of size 3mx1.06m with 6mm thick on the roof in between the colour coated Galvolume sheets for proper lighting with necessary screws and EPDM rubber washers, etc. complete Complying with standard specification and as directed and specified by the departmental officers.
14Supply, assembling, fabricating and erecting the built up purlin for extension of eaves on Gable wall side of Godown using 100x50x3.50mm MS Channel and 100x50mm MS rectangular pipes for closing the end of Purlin and also providing the necessary anchorage arrangements using with MS angle of size 40x40x6mm etc..,complete complying with standard specifications.
15Providing anchorage arrangements to the ridge sheet using MS flat of size 40mm x 6mm including cost of materials such as MS flat, self threaded screws with bushes, labour charges for cutting drilling and fixing in position etc.., complete complying with standard specifications.
16Brick work in Cement Mortar 1:5 (One Cement and Five M.Sand) using best quality Burnt Clay Brick of size 9” x 4 3/8” x 2 3/4” with class designation of 7.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer curing, etc.,complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally.other type of bond shall be done as directed by the departmental officers in charge.
17For Super Structure in Ground Floor
18Providing expansion joint at 5mtr intervals across the flooring by cutting the grooves 6mm wide and full depth of concrete by contractors own mechanical means and filling the gap with polysulphide sealent and adding admixtures recron 3s for crackfree construction at the rate of 125 gms pack per 50 kg of cement with all lead, lift and other incidental works, etc complete and as directed by the Engineer-Incharge.
19Preparation of stack plan by using two coats of emamel paint having width of 100mm including cleaning the surface, marking with templates, the rate is inclusive of all abour charges and all materials cost and all other incidental expenses etc.., as per standard specification.
20Supplying assembling and Errection of Cantilever Trusses with Purlin for Rain Shelter arrangements for opening Rolling Shutters in Godown. There Candilever Trusses making with Mild Steel Hollow Tube Section of Size 50x50x2.50mm for bottom and Rafter members and cross members tie up with 25x25x2.50mm size of MS Square tube sections also the Two trusses tie up with 4 Nos of Purlins to a Length of 5.10m and size of 100x50x2.50mm Rectangular Section, the Purlins to be filled with required MS Cleat Angle, the roof shelter to be covered with Galvalume sheet of 0.47mm thick with required curved at the end of sheet and the rate inclusive of Cost of Materials like MS pipes, Angle, and Galvalume Roofing Sheet and required bolt and Nutts also including necessary masonry work to errected the candilever trusses the trusses and Purlins to be painted with two coats of synthetic enamel paint over one coat of Red Oxide Primer etc. Complete Complying with Standard Specification. ( The trusses and Roofing sheets should be got approved from the depatmental Engineers before use on Work.)
21Providing two legged scaffolding using 13-15cm dia casuarinas post of 4m over all length (3m length + 0.5m projection + 0.5m into the ground) the distance between two rows being 1.5m and the spacing of the post being 2.0m in both rows with two horizontal posts with 0.5m.Overlap on either side and braces at 2.0m center to center including longitudinal and transverse middle braces to step and providing platform with country wood planks of 40mm thick and 1m width etc., complete complying with standard specification.
22Upto 8.00m height
23Upto 8.00m to 10.5m height
24Plastering with Cement Mortar 1:5 (One cement and Five Plastering sand), 12mm thick in all floors including mortar plasticizer at 200ml per 50Kg of cement used, curing etc. complete complying with standard specification and as directed by the departmental officers.
25Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three Plastering Sand) 10mm thick including mortar plasticizer at 200ml per 50Kg of cement used , hacking the surfaces and curing, etc., in all floors complying with standard specification and as directed by the departmental officers
26Supplying and fixing in position best approved of BIS quality PVC rain water down fall pipes having a pressure of 4 kg. / sq.cm including cost of neceSORy PVC shoe, PVC bend, cast iron gratings of required diameter and special clamps, brass screws, nails, etc., and fixing of cast iron gratings at junction of parapet and the RCC roof slab including finishing neatly etc., complete. The rate shall be inclusive of cast of removable cast iron grating. The PVC pipe shall be fixed in wall with special type of “U” clamp at the centre of the pipe line in addition to those for more than 3.0 metre pipe length, etc., complete complying with standard specification and as directed by the departmental officers - 160 mm dia pipe
27Repairing and Servicing the existing damaged top and bottom wooden / iron ventilators, etc.., including cost of replacing worn out materials labour charges etc., complete complying with standard specification.
28Replacing the existing damaged GI weldmesh with new of size 7.50 x 2.50cm of 10 gauge for Fixed Swing Ventilator to avoid the entry of Brids, the weld mesh should be fixed withTeak wood reepers of size 50mm x 25mm for required length alround the FSV and the Rate is inclusive cost of materials and all labour charges for removing the existing wOrnout wiremeshes etc., complete Complying with Standard Specification.
29Repairs and servicing the manually operated Rolling shutter of size 1.80 x 2.44m and replacing the Existing worn out spares like M.S tension spring, small lathe, empty pully and double ball bearing, locking arrangements and also servising the gear box and shutter for smoothe function and pull operation etc., including cost of replacing materials labour charges etc complete complying with standard specification.
30Painting Old wood work with Two coat of synthetic enamel ready mixed paint of approved quality and colour in all floors including thorough scrapping of old paint etc., complete complying with standard specification and as directed by the departmental officers. (The make, quality and colour of paint should be got approved by the departmental officers before use on works.)
31Painting Old iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with Two coats of best approved first quality and colour of synthetic enamel paint in all floors including thorough scrapping of old paint etc., complete complying with standard specification and as directed by the departmental officers.(The make, quality and colour of paint should be got approved by the departmental officers before use on works.)
32Painting Old Plastered Wall Surface with Two finishing coats of ready mixed (Emulsion) of approved quality and colour over the existing wall in all floors including thorough scrapping of old walls etc., complete complying with standard specification and as directed by the departmental officers. (The make, quality and colour of paint should be got approved by the departmental officers before use on works.)
33Supplying and fixing of MS angle of size 50x50x6mm of length 1.20m cut and bent to shape and fixing in postion with cement concrete 1:2:4 for tying the 2 ply bared wire and painting the angle with two coats of aluminium paint over one coat of primer etc complete complying with standard specifications
34Supplying and fixing in position of 2 ply bared wire with the existing \\"L\\" angle placed above the compound wall horzontally 5 rows and Vertically at a spacing of 0.30m and tying with the angle togother by GI binding wire etc.complete complying with standard specifications
35Painting the walls with two coats of cement paint over one coat of cement primer as instructed by the departmental officers including preparation of surface curing, etc., complete in all floors complying with standard specifications and as directed by the departmental officers. (The colour and shade of the cement paint shall be got approved by the departmental officers before use of work).
36Sub total
37GST in 18% Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57070621
AUTHORITY Government Departments
TENDER VALUE Ref. Documents
LAST DATE 31-08-2026
Authority
Authority Name Tamilnadu Warehousing Corporation
Work Description Tender for Special Repairs To Godown No.5 Such As Relaying Of Flooring, Replacing The Roof Sheets, Servicing Of Rolling Shutters, Top & Bottom Ventilators Including Painting, Painting Of Walls Inside And Outside, Painting Of Compound Wall And Providing Of Barbed Wire Fencing On The Existing Compound Wall And Construction Of Static Tank At Trichy Warehouse.
Basic Detail
Tender No 2508/2026/C2
Bidding Type Tender
Location
City Tiruchirappalli
State Tamil Nadu
Key Dates
Publish Date 18 Aug 2026
Submission Date 31 Aug 2026
Open Date 01 Sep 2026
Finance
Tender Value Ref. Documents
Tender Fee Ref. Documents
EMD 48800
Exemption Not Available
Document List
8bdc725b-238c-4487-88ac-c3da123b0e4a.html
BOQ_835845.xls
Tendernotice_1.pdf
TRICHY_LSDOCUMENT.pdf

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Tender Timeline

Aug 18, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 31, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 12 days
Sep 01, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 13 days

Tender Documents

Download All (ZIP) ↓
html

8bdc725b-238c-4487-88ac-c3da123b0e4a.html

xls

BOQ_835845.xls

pdf

Tendernotice_1.pdf

pdf

TRICHY_LSDOCUMENT.pdf

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