Public Administrative Department Government Departments Closing in 4 days TDR #58131685

Tender For Repair And Renovation Of Rkc, C Bell Bay.

Issued by Government Departments · Nicobars, Andaman And Nicobar Islands
Tender Value
20.82 Lakhs
Estimated cost
Bid Submission
27 Oct 2026
4 days left
EMD
41642
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Repair And Renovation Of Rkc, C Bell Bay.

BOQ

Name of Work:- Repair and Renovation of RKC, C bell Bay.
Sl. No. Item Description
1Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :
2Of area 3 sq.metres and below
3Dismantling 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 :
4Of sectional area 40 square centimetres and above
5Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.
6For thickness of tiles 10 mm to 25 mm
7Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:
8Asbestos cement sheet
9Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up toplinth level:
101:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources:4 gradedstoneaggregate20 mm nominal size derived from natural sources)
111:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources:6 gradedstoneaggregate 20 mm nominal size derived from natural sources)
12Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of1stclass hard wood andwell matched commercial3 ply veneering with vertical grains or cross bands and face veneers on both faces ofshutters:
1330 mm thick including ISI markedStainless Steel butt hinges with necessary screws
14Providing 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 :
15250x16 mm
16Providing 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 :
17200x10 mm
18Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than gradeAC 10 as perIS: 1868) transparent or dyed torequired colouror shade, with necessary screws etc. complete:
19125 mm
20Providing 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.
21Twin rubber stopper
22Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm forSeries R1 and R2 profiles and 2.10 mm forSeries R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made ofrequired shape& size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum8 mm diawith countersunk head, comprising of matching polyamide PA6 grade sleeve forfixing frame tofinished wall as per IS 1367: Part1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash& mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes forfixing hardware and drainage ofwater etc. After fixing frame thegap between frame and adjacentfinished wall shall be filled with weather proof silicon sealant over backer rod ofapproved size and quality, all complete as perapproved drawing conforming to CPWDspecification& direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh/ Glazing of plain/ toughened/ laminated/ double glass unit with/ without high performance coatings as per design requirements and conforming toIS: 3548& IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for (i) Sites with basic wind speed> 45 m/sec as per IS 875 — Part3 (ii) Sites with structure height morethan 20m forall wind speeds
23Fixed window/ ventilator with mullion/ transom.
24Using R1 series with frame (33mm & above) x (35mm & above)& mullion (33 mm & above) x (50mm & above). (Height upto 0.90 metre)
25Casement window double panels with fixed mullion with S.S. 304 friction hinges as per size and weight of sash, multi-point locking system, zinc alloy (zamak) powder coated handles.
26Using R2 series with frame (39 mm & above) x (39 mm & above) & sash (39 mm & above) x (60 mm & above) & mullion (39 mm & above) x (60 mm & above). (Height upto 1.2 metre).
27Structural steel work riveted, bolted or welded in built up sections, trusses and framedwork, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
28Providing and fixing T-iron frames fordoors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applyinga priming coat of approved steel primer.
29Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm ofC.C. 1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size).
30Steel work in built up tubular (round, square orrectangular 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.
31Electric resistance or induction butt welded tubes
32Providing and fixing carbon steel galvanised( minimumcoating5 micron) dashfastenerof 10 mm diadoublethreaded 6.8grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA6 grade sleeve, including drilling of hole in frame, concrete/ masonry, etc. as per direction of Engineer-in-charge.
3310x 80 mm
34Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand:4 graded stone aggregate) finished witha floating coat of neat cement, including cementslurry, but excluding the cost ofnosing ofsteps etc. complete.
3540 mm thick with 20 mm nominal size stone aggregate
36Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement:3 coarse sand), finished witha floating coatofneatcement.
3718 mm thick
38Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with waterabsorption less than 0.08%and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20 mm thick cementmortar 1:4(1 cement:4 coarsesand),jointing with grey cement slurry@ 3.3 kg/ sqm including grouting the joints with white cementand matching pigments etc., complete.
39Size ofTile 600x600 mm
40Extra for providing and fixing wind ties of 40x 6 mm flat iron section
41Providing 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).
426 mm thick Cement fiber board as per IS: 14862
43Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 micron 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 Engineerin-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.
44Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) 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 :
45Ridges plain (500 - 600mm).
4612 mm cement plaster of mix:
471:4(1 cement: 4 fine sand)
48Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :
49New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre
50Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
51Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
52Distempering with 1st quality acrylic distember (Ready mix) having VOC content less than 50 grams/ litre of approved brand and manufacture to give an even shade :
53Old work (one or more coats)
54Finishing walls with Acrylic Smooth exterior paint of required shade :
55Old work (One or more coat applied @ 0.90 ltr/10 sqm)
56Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres 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 within 50metres lead :
57With cement mortar 1:4 (1 cement : 4 coarse sand).
58Providing 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-incharge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately).
59Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200mm length), fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40x3mm size 60 mm long and stainless steel expandable dash fastener of 12.5 mm dia and 50 mm long, complete as per direction of Engineer-in-charge.
60Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment).
61Providing and fixing in position facia and eaves board with 18 mm thick wood polymer composite (WPC) sheet i/c fixing with nuts & bolts etc. complete : 30 cm width
62Providing wood work in frames of trusses, purlins , rafters, ties etc. as per the direction of Engineer in charge.
63With superior hardwood Cat-II A kiln seasoned and chemically treated.
64Providing and fixing glazing in uPVC door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in-charge With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)
65Providing cement concrete surface drain including earth work inexcavation 10cm thick base concrete and 23 cm thick side walling with 1:3:6 (1 cement 3 sand:6graded stone agg. 40mm nominal size) finishing with 1:4(1cement :4 sand ) including floating coat of neat cemetn including drain and its top and exposed surface including earthwork in excavation and disposal of surplus earth etc., to complete
6623x23 cm Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58131685
AUTHORITY Government Departments
TENDER VALUE 20.82 Lakhs
LAST DATE 27-10-2026
Authority
Authority Name Andaman Public Works Dept
Work Description Tender for Repair And Renovation Of Rkc, C Bell Bay.
Basic Detail
Tender No 28/EE/CD/CB/2026-27
Bidding Type Tender
Location
City Nicobars
State Andaman And Nicobar Islands
Key Dates
Publish Date 19 Oct 2026
Submission Date 27 Oct 2026
Open Date 27 Oct 2026
Finance
Tender Value 20.82 Lakhs
Tender Fee Ref. Documents
EMD 41642
Exemption Not Available
Document List
64f03760-be09-4e82-b2c8-62500c29dcaf.html
BOQ_26811.xls
Instructions-to-bidders.pdf
Tenderdocument28.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 19, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 27, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 4 days
Oct 27, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 4 days

Tender Documents

Download All (ZIP) ↓
html

64f03760-be09-4e82-b2c8-62500c29dcaf.html

xls

BOQ_26811.xls

pdf

Instructions-to-bidders.pdf

pdf

Tenderdocument28.pdf

pdf

Tendernotice_1.pdf

Disclaimer

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