Housing Urban and Rular Development Government Departments Closing in 0 days TDR #56523235

Tender For Face Lift To The Phase Ii Building (Exterior) In The Legislative Assembly Complex, Puducherry.

Issued by Government Departments · Pondicherry, Puducherry
Tender Value
23.32 Lakhs
Estimated cost
Bid Submission
23 Jul 2026
0 days left
EMD
46659
Bank guarantee accepted
Document Fee
525
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Pondicherry → Puducherry
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Face Lift To The Phase Ii Building (Exterior) In The Legislative Assembly Complex, Puducherry.

BOQ

Name of Work:- Face lift to the Phase II Building (Exterior) in the Legislative Assembly Complex, Puducherry.
Sl. No. Item Description
1Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and sting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centering, shuttering, finishing and reinforcement - 1:1.5:3 (1 cement : 1.5 fine aggregate : 3 graded stone aggregate 20mm nominal size)
2Centering and shuttering including strutting, propping etc and removal of form for - Lintels, beams, plinth beams, girders, bressumers and catilevers
3Centering and shuttering including strutting, propping etc and removal of form for - Columns, Pillars, Piers, Abutments, Posts and Struts and catilevers
4Centering and shuttering including strutting, propping etc and removal of form for -Weather shade, Chajjas, corbels etc., including edges
5Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level - Thermo - Mechanically Treated bars Fe -500D or more beams/ columns reqd for replacement - 12mm dia.
6Supplying and applying pre tested and approved water based concrete curing compound to concrete / masonry surface, all as per manufacturer's specification and direction of Engineer-incharge - Non pigmented wet curing compound
7Extra for adding 12mm fibere as fibre reinforcement in concrete as recommended by manufacturer specification including the cost of fibre.
8Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc complete.
9Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS:3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc complete.
10Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc complete - Single rubber stopper.
11Providing and fixing factory made uPVC white colour fixed glazed windows / ventilators comprising of uPVC multi -chambered frame and mullion (where ever required ) extruded profiles duly reinforced with 1.6 + or - 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I.fastners 100 x 8 mm size for fixing frame to finished wall , plastic packers , plastic caps and necessary stainless steel screws etc.Profile of frame shall be mitred cut and fusion welded at all corners , mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality , all complete as per approved drawing. (Single/ double glass panes and silicon sealant shall be paid separately) - Fixed window/ ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 + or - 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm) - Fixed window size - 1.20x0.50m
12Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50m in height dimension comprising of uPVC multi - chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 + or - 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I. fastners 100 x8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shyall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing.(Single / double glass panes , wire mesh and silicon sealent shall be paid separately) - Two track two panels sliding window made of (big series) frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 + or - 0.2 mm and single glazing bead / double glazing bead of appropriate dimension.(Area of window above 1.75 sqm upto 2.50 sqm) - sliding window size 1.50x1.35 m
13Steel work in built up tubular (round,square or rectanglar hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete - hot finished welded type tubes.
14Steel work welded in built up sections / framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etcas required - in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
15Providing and laying 22 mm thick factory made pre-polished cement concrete flooring tiles of required colour and design over 20 mm thick cement mortar 1:4 (1 cement : 4 sand ) and jointed with cement slurry mixed with an admixture of pigment to match the shade of the tile.
16Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineerin-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) 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 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) 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.
17Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal ofminimum 0.45mm thickness with total coating thickness of 0.05mm, zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both sides of the sheet and polyster top coat 15-18 microns using self drilling / self tapping screws complete - Crimp curve
18Providing and fixing heat resistant terrace tiles (300mm x 300mm x 20mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 fine aggregate) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150mm height along the parapet walls in the same manner
19Finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade - New work (two or more coats applied @1.43 ltr / 10 sqm over and including priming coat of exterior primer applied @0.90 litre / 10sqm).
20Finishing with epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc.complete - on steel work
21Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story height made with 40 mm dia. M.S.tube 1.5m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S.tubes, M.S.tube challies, M.S.clamps and M.S.staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at requiredlocations with essential safety features for the workmen etc.complete as approved. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration ofscaffolding. (Note: This item to be used for maintenance work judicically, necessary deduction for scaffolding in the existing item to be done).
22Demolishing 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
23Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc.including dismembering and stacking within 50 metres lead.
24Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead - for thickness of tiles 10mm to 25mm.
25Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead - for thickness of tiles above 25 mm and upto 40 mm.
26Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of G.S.sheet.
27Acid cleaning for the existing Mosaic floors, glazed tiles work and removing the stains and decays to give a glassy look etc complete (The Acid used shall be 32% concentrated hydrochloric acid after taking on the precautionary measures).
28Providing and fixing PTMT pillar cock of approved quality and colour - 15 mm nominal bore, 107 mm long, weighing notless than 110 gms.
29Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the direction.( cost of aluminium snap beading shall be paid in basic item) - with float glass panes of 5 mm thickness
30Chipping of unsound / weak concrete material from slabs, beams, columns etc. with manual Chisel and / or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-incharge - 75 mm average thickness
31Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of the Engineer-in-charge Bars above 12mm diameter
32Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams , lintels , columns and slabs to introduce steel bars for sunshades / balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of the Engineer-in-charge- Upto and including 12mm dia
33Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect. SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer
34Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction complete in all respect - Epoxy bonding adhesive having coverage 2.20 sqm / kg of approved make
35Providing, mixing and applying SBR polymer (of approved make ) modified Cement mortar in proportion of 1:4 (1 cement : 4 graded fine aggregate with polymer minimum 2% by wt.of cement used) as per specifications and direction. Note: Measurement and Payment : The Pre-meaurement of thickness shall be done just after the surface preparation is completed and payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and / or the 75mm size cube crusing strength at the end of 28 days to be not less than 30 N / Sqmm) - 25 mm average thickness in two layers
36Providing, mixing and applying SBR polymer (of approved make @ minimum 2% by wt.of cement used) modified plain / reinforced cement concrete for structural members having minimum charscteristic compressive strength (with ordinary portland cement, coarese sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria) with specified average thickness . Note: Rates shall be for finished surface area of concrete and shall include the cost of labour, concrete and appropriate approved Super - Plasticiser for rendering concrete as flowable and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc., (Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument) - 75 mm thick in Grade M 25 with cement content not less than 330 kg per cum
37Disposal of building rubbish and unserviceable dismantled materials upto 5 kms radius. The rate include incidental charges transportation by mechanical means, loading and unloading etc.,
38Removing the existing cement paint/ colour wash in the interior/exterior face using scrapping blade/wire brush and other proper tools upto floor five level to ensure the surface is free of loose particles, deposits, duts etc., complete all as directed by the Engineer-in-charge Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56523235
AUTHORITY Government Departments
TENDER VALUE 23.32 Lakhs
LAST DATE 23-07-2026
Authority
Authority Name Public Works Department
Work Description Tender for Face Lift To The Phase Ii Building (Exterior) In The Legislative Assembly Complex, Puducherry.
Basic Detail
Tender No 07/PW/BRC/26-27
Bidding Type Tender
Location
City Pondicherry
State Puducherry
Key Dates
Publish Date 17 Jul 2026
Submission Date 23 Jul 2026
Open Date 24 Jul 2026
Finance
Tender Value 23.32 Lakhs
Tender Fee 525
EMD 46659
Exemption Not Available
Document List
3c1f9d2d-1a25-4f51-9721-e5bdc9144e45.html
BOQ_23050.xls
Tendernotice_1.pdf
Tendernotice_2 (1).pdf
Tendernotice_3.pdf

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Tender Timeline

Jul 17, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 23, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Today
Jul 24, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 1 day

Tender Documents

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html

3c1f9d2d-1a25-4f51-9721-e5bdc9144e45.html

xls

BOQ_23050.xls

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2 (1).pdf

pdf

Tendernotice_3.pdf

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