Public Administrative Department Government Departments Closing in 1 days TDR #57284156

Tender For Structural Retro-Fitting Work And Renovation Of Reinforced Cement Concrete Building Triple Storied At Gsss Oralkatcha, Baratang.

Issued by Government Departments · North and Middle Andaman, Andaman And Nicobar Islands
Tender Value
65.13 Lakhs
Estimated cost
Bid Submission
14 Sep 2026
1 days left
EMD
1.30 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
North and Middle Andaman → Andaman And Nicobar Islands
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Structural Retro-Fitting Work And Renovation Of Reinforced Cement Concrete Building Triple Storied At Gsss Oralkatcha, Baratang.

BOQ

Name of Work:- Structural retro-fitting work and renovation of RCC building triple storied at GSSS Oralkatcha, Baratang.
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.
2Nominal concrete 1:3:6 or richer mix (including equivalent design mix)
3Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:
4Asbestos Cement sheet
5Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead :
6Of sectional area 40 square centimetres and above
7Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :
8Of area 3 sq. metres and below
9Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead.
10Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif.
11Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
121:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
131:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)
14Centering and shuttering including strutting, propping etc. and removal of form for
15Columns, Pillars, Piers, Abutments, Posts and Struts
16Weather shed, Chajjas, corbels etc., including edges
17Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
18Thermo-Mechanically Treated bars of grade Fe-500D or more.
19Reinforced 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:
201:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
21Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5 mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made.
22Frame size 65 x 100 mm
23Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately)
2435 mm thick
25Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
26Steel work in built up tubular (round, square or rectangular 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.
27Electric resistance or induction butt welded tubes
28Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
29Providing and fixing bolts including nuts and washers complete.
30Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
31Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
3240 mm thick with 20 mm nominal size stone aggregate
33Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement: 3 coarse sand), finished with a floating coat of neat cement.
3418 mm thick
35Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100 mm/ 125 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work.
36Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m 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 required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done.
37Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.
38With cement mortar 1:4 (1 cement : 4 fine sand)
39Providing and laying vitrified floor tiles in diferent sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.
40Size of Tile 600x600 mm
41Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
42Fixed to openings /wooden frames with rawl plugs screws etc.
43Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately).
44Providing and fixing plain multipurpose cement board(Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperatately).
456 mm thick Cement fiber board, Type-B, Category-III as per IS: 14862 :2000
46Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :
47250x16 mm
48Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :
49150x10 mm
50200x10 mm
51Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :
52125 mm
53100 mm
54Providing 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.
55Twin rubber stopper
56Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
57Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.
58Two coats
59Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
60Two or more coats on new work
61Finishing walls with Acrylic Smooth exterior paint of required shade:
62Old work (One or more coat applied @0.90 Itr/10 sqm).
63Providing and fixing WPC (wood polymer composite) board pelmet out of 18mm thick, 150mm width, edge glued, finger jointed WPC baord as planks finished with polishing melamine (honey colour) and necessary stainless steel curtain rod and bracket and other required fittings as per the direction of Engineer-in-charge.
64Providing and fixing pre-painted galvalume (PPGL) steel profile sheets AZ-150 of brand Tata Bluescope steel, Everest Industries Ltd., JSW Steel Ltd., Jindal India Ltd. or equivalent (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50mm (+ 0.05%) total coated thickness with aluminium zinc coating 150 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 aluminium screws (Xylan) of size (5.5x55mm) 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.
65Providing and fixing pre-painted galvalume (PPGL) steel profile sheets AZ-150 of brand Tata Bluescope steel, Everest Industries Ltd., JSW Steel Ltd., Jindal India Ltd. or equivalent (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05 %) total coated thickness with aluminium Zinc coating 150 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 :
66Ridges plain (500 - 600mm)
67Providing and fixing 3 mm dia. G.I. level adjusting hangers (between 600 mm upto 1200mm length), fixed/tied to roof truss complete as per direction of Engineer-in-charge.
68Providing and fixing aluminium hooks & eyes with necessary screws etc:
69150 mm. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57284156
AUTHORITY Government Departments
TENDER VALUE 65.13 Lakhs
LAST DATE 14-09-2026
Authority
Authority Name Andaman Public Works Dept
Work Description Tender for Structural Retro-Fitting Work And Renovation Of Reinforced Cement Concrete Building Triple Storied At Gsss Oralkatcha, Baratang.
Basic Detail
Tender No 55/DB/CD-I/RGT/2026-27
Bidding Type Tender
Location
City North and Middle Andaman
State Andaman And Nicobar Islands
Key Dates
Publish Date 31 Aug 2026
Submission Date 14 Sep 2026
Open Date 14 Sep 2026
Finance
Tender Value 65.13 Lakhs
Tender Fee Ref. Documents
EMD 1.30 Lakhs
Exemption Not Available
Document List
4c13615e-26ea-47b0-9867-f101e8c3b386.html
BOQ_25939.xls
TenderDocument.pdf
Tendernotice_1.pdf

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Tender Timeline

Aug 31, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 14, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 1 day
Sep 14, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 1 day

Tender Documents

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html

4c13615e-26ea-47b0-9867-f101e8c3b386.html

xls

BOQ_25939.xls

pdf

TenderDocument.pdf

pdf

Tendernotice_1.pdf

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