Defence Statutory Bodies & Commissions/Committees Closing in 6 days TDR #57597618

Tender For Special Repair To Bldg No Por-2 At Vijay Durg Under Ge(Vd) Kolkata

Issued by Statutory Bodies & Commissions/Committees · Kolkata, West Bengal
Tender Value
47.50 Lakhs
Estimated cost
Bid Submission
09 Oct 2026
6 days left
EMD
95000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Kolkata → West Bengal
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender For Special Repair To Bldg No Por-2 At Vijay Durg Under Ge(Vd) Kolkata

BOQ

Name of Work:- SPECIAL REPAIR TO BLDG NO POR-2 AT VIJAY DURG UNDER GE(VD) KOLKATA
Sl. No. Item Description
1Chipping of existing plaster manually from masonary or concrete surface using chisel and hammer and disposal of debris out of MOD land and depositing where directed at a level n'exc 1.5m above the starting point etc complete including necessary scaffolding upto 04 storey High of building. complete all as specified and as directed by Engr-in-Charge ( upto 4 storey of building)
2Chipping of unsound /weak concrete materials from slabs , beams,columns ,lintel,chajja, fin , facia etc.( Avg 30 mm thick ness for slab/Chajja ) by any means as directed by engr-in-charge including tapering all edges, making square shoulders of cavities air or sand blasting etc and cleaning of exposed concrete surface of lightly picking materials by air blasting or sand blasting incl foreign matrials , loose concrete/aggregate etc and disposal of all debris out of MOD land and complete all as specified and as directed by Engr-in-Charge . etc complete including necessary scaffolding upto 04 storey High of building. ( upto 4 storey of building) .upto 30mm average thickness for slabs/Chajja
3All as per Item No 2.0 above but 50 mm average thickness for beams/Lintel.
4All as per Item No 2.0 above but 60 mm average thickness for Column.
5Add or deduct for every 10 mm thickness extra.
6Removing of concrete all around reinforcement including from behind the reinforcing bars to give an average 25mm (but not less than 15mm clear air gap) by manual methods (using wire brushing ,chiselling etc) and applying alkaline rust removing chemical followed by removing rust including from behind the reinforcing bars by emery paper and cleaning the area throughly by water and allow it to dry all as per manufacturer,s instruction to give it a totally rust free finished steel surface including necessary scaffolding upto 04 storey High of building. complete all as specified and directed by Engr-in-charge ( Make : SIKA/FOSROC) upto 20 mm dia bar ( upto 4 storey of building)
7M & L for providing single coat of epoxy bond adhesive of prepared non metallic surface (existing surface) and applying by brush all as per manufactures instruction/specification. The bonding agent shall have minimum compressive strength of 40 N/Sqmm and complete all as specified and directed by Engr-in-charge upto 4 storey
8Supply and application of Epoxy Zinc rich primer on the prepared steel surface by brush the primer shall have a minimium specific gravity 1.75 minimum weight film thickness/coat 40 microns and minimum adhesive bond strength with steel is 1.5N/mm2 including necessary scaffolding upto 04 storey High of building complete all as specified and directed by Engr-in-charge. Make ; SIKA/FOSROC upto 4 storey High.
9M & L for providing and placing in position free flow non shrink cementitious micro concrete of Grade of M-50 to the effected beam, column etc . The micro concrete shall have a minimium 1 day compressive strength of 10 Mpa and 28 days strength of 50 Mpa, minium tensile strength 5N/mm2 @ 28 days, minimium flextural strength 5N/mm2 @ 28days and including necessary scaffolding upto 04 storey High of building complete all as spd and dir by Engr-in-charge.( Make: SIKA/FOSROC/ELANTAS BECK/KUNAL CONCHEM) 60 mm average thickness of Column,upto 4 storey High.
10M & L for providing and placing in position free flow non shrink cementitious micro concrete of Grade of M-50 to the effected beam, column etc . The micro concrete shall have a minimium 1 day compressive strength of 10 Mpa and 28 days strength of 50 Mpa, minium tensile strength 5N/mm2 @ 28 days, minimium flextural strength 5N/mm2 @ 28days and including necessary scaffolding upto 04 storey High of building complete all as spd and dir by Engr-in-charge.( Make: SIKA/FOSROC/ELANTAS BECK/KUNAL CONCHEM) 50 mm average thickness of Beam, upto 4 storey High.
11M & L for providing and placing in position free flow non shrink cementitious micro concrete of Grade of M-50 to the effected beam, column etc . The micro concrete shall have a minimium 1 day compressive strength of 10 Mpa and 28 days strength of 50 Mpa, minium tensile strength 5N/mm2 @ 28 days, minimium flextural strength 5N/mm2 @ 28days and including necessary scaffolding upto 04 storey High of building complete all as spd and dir by Engr-in-charge.( Make: SIKA/FOSROC/ELANTAS BECK/KUNAL CONCHEM) 30 mm average thickness of slab / chajja, upto 4 storey High.
12M & L for providing and placing in position free flow non shrink cementitious micro concrete of Grade of M-50 to the effected beam, column etc . The micro concrete shall have a minimium 1 day compressive strength of 10 Mpa and 28 days strength of 50 Mpa, minium tensile strength 5N/mm2 @ 28 days, minimium flextural strength 5N/mm2 @ 28days and complete all as spd and including necessary scaffolding upto 04 storey High of building dir by Engr-in-charge.( Make: SIKA/FOSROC/ELANTAS BECK/KUNAL CONCHEM) Add or deduct for every 10 mm thickness extra for coloumn, beam, slab / chajja, upto 4 storey High.
13M & L for applying curing compound over concrete surfaces as per manufactures instruction complete all as spd and dir by Engr-in-charge upto 4 storey high complete all as specified and directed
14Demolition of RCC of any description and in any position not otherwise specifically provided for .(upto 04 storey High of building) complete all as specified and directed .
15M&L for RCC for Type B1 1:2:4 (20 mm graded aggregate) (Nominal mix) using 20 mm graded crushed stone aggregate as in chajjas, similar work all as specified and directed (upto 04 storey high building)
16M&L Mild steel TMT bars 10mm dia and over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality complete all as specified and directed
17M&L Mild steel TMT bars 6mm and 8mm dia,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality complete all as specified and directed
18M&L for Mild steel bars 5 mm dia and over upto and including 10 mm dia in stirrups, spacers and binders, cut to length, bent to shape required and binding with and including mild steel wire (annealed) not less than 0.9 mm dia for TMT bars complete all as specified and directed.
19Taking down cement plaster of any thickness including raking out joints, hacking for key, scrubbing down with water etc complete including necessary scaffolding upto 04 storey High of building. (The rates in this item relate to walls, partitions, ceilings, etc, and include for all necessary scaffolding , lowering etc., removal of rubbish off the premises/out of the MoD land, removal and depositing serviceable materials where directed and leaving the work clear of any plastering.)
20M&L for Rendering 10 mm thick in CM (1:6) on fair face of brick work or concrete surfaces and finishing the surface fair and even complete including necessary scaffolding upto 04 storey High of building all as specified and as directed by Engineer-in-charge.
21M&L for Rendering 15 mm thick in two layers (Top 5 mm thick rendering coat mixed with water proofing compound shall be laid over 10mm thcik plastered surface) with CM (1:4) on of brick work or concrete surfaces and finishing the surface fair and even, including necessary scaffolding upto 04 storey High of building all as specified and as directed by Engineer-in-charge .( Note: WPC shall be measured and paid separately.)
22M&L for Rendering 5 mm thick with CM (1:3) on or concrete surfaces and finishing the surface fair and even as in ceiling including necessary scaffolding upto 04 storey High of building all as specified and as directed by Engineer-in-charge.
23M&L for preparation of new plastered surfaces of wall/ ceiling and applying two coat of acrylic distemper over a coat of alkali registant primer with 1mm thick wall care putty. complete all as specified and as directed by Engineer-in-charge.(upto 04 storey High of building).
24M/L preparation of old decorated surface wall / ceiling by complete removal of existing treatment, washing, rubbing, stopping etc and applying two coat of oil emulsion distemper over a coat of alkali registant primer and one coat of wall putty (1mm thick) to match with the new suface on wall. complete all as specified and as directed by Engineer-in-charge.(upto 04 storey High of building).
25Supply only Integral water proofing compound (ISI Mark) @ 3% of cement. ( Fosroc/Elantas beck/Kunal conchem) .(upto 04 storey High of building)
26Demolition of stone slabs and floor/ wall tiles of any description or thickness in floors, aprons complete all as specified and directed.
27M & L for colour Glazed ceramic tiles in vertical surface 350x 250x 7 mm / 450X 350X 7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match over 10 mm backing coat in CM 1:4 etc complete all as specified and directed
28S&F Non skid ceramic tiles 400x400x 6 to 7 mm thick coloured tiles as in floor etc set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade laid over screed bed 15 mm thick CM 1:6 complete all as specified and directed
29M&L for 18 to 20 mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window- cills, cooking platforms and like over and including 20mm thick cement mortar bedding (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified. (upto 04 storey High of building)
30M&L for Machine cut kota stone slab flooring 20-25mm thick over cement 20 mm thick screed base in CM (1:4) laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and directed .
31Taking down chowkhat or frames with shutters (without taking off shutters from the frame) area exc 1.5 Sqm and n.exc.4.00 Sqm all as directed.
32Taking down chowkhat or frames with shutters (without taking off shutters from the frame) area n.exc. 1.5 Sqm each all as directed.
33S&F powder coated anodised aluminium frame for door/ windows / ventilators and partition with one or more rebates including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws etc. complete all as specified and directed.
34S&F powder coated anodised aluminium window (each shutter) / ventilator shutters, fixed type without sash bar, aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws etc.complete all as specified and directed.
35S&F 4.8 mm thick tinted selected quality glass and glazing with oil putty in square in each pane fixed in aluminium / Upvc beads (beading included with shutter ) in door , partition , windows , automatic doors and similar work including cutting to shape , drilling holes as required complete all as specified and as directed.
36S&F stainless steel wire cloth,0.56mm nominal dia of wire and average width of aparture 1.18 mm and fixed with stainless steel wire staples complete all as directed.
37S&F Factory made solid PVC door frame (chowkhat) of size 50mmx47mm made out of 5mm plain colour wood grain PVC sheet used instead of plain colour PVC sheet & edges will be painted to match with printed sheet reinforced with MS square tube, S&F in opening as per specification & drg as per manufacturer instrutions complete all as specified and directed
38S&F Factory Made Solid Panel PVC Door Shutter 30mm thick, consisting of frame made out of Mild Steel Tube of 19 Gauge thickness and size of 19mm x 19mm for Stiles and 15mm x 15mm for Top & Bottom Rails. Mild Steel Frame shall have a coat of Steel Primer of Approved Make and Manufacturer. Mild Steel Frame shall be covered with 5.0mm thick heat moulded PVC 'C' Channel of size 30 x 50mm forming Stiles and 5.0mm thick, 75mm wide PVC Sheets For Top Rail, Lock Rail & Bottom Rail on either side, and 10mm (5.0mm x 2) thick, 20mm wide Cross PVC Sheet as gap insert for Top Rail, Lock Rail & Bottom Rail. Panelling of 5.0mm thick PVC Sheet Beading on either side and joined together with Solvent Cement Adhesive, etc. An additional 5.0mm thick PVC Strip of 20mm width is to be stuck on the interior side of the 'C' Channel using PVC Solvent Adhesive, fixing in opening as per Specifications and Drawings shown in MES Schedule Part-II, complete all as specified and as directed.
39S&F 200 mm long Aluminium anodised, barrel tower bolts of extruded section all as specified and as directed
40S&F 125 mm long Aluminium handles, cast type, anodisedcomplete all as specified and as directed .
41S&F 100 mm long Butt hinges, extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, type C-21, complete all as specified and as directed.
42S&F 300mm aluminium, anodised sliding door bolt with hasp, staple(bolt type) and fixing clip of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast aluminium alloy all as directed complete all as directed.
43S&F second class hard wood plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints complete all as specified and directed
44S&F 2nd class hard wood in glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc. (without sash bars), edges of framing plain, chamfered or rounded. fitted with cut and mitred beads for securing glass, etc.; sizes of me-mbers of shutters as specified in SSR Part I, Section 8, clause 8.24 (a); supplied and fitted to chowkats complete all as specified and directed
45S&F Flush shutters, solid core construction, with Particle board core and plywood face panels, commercial type on both sides all as spd and directed.
46M&L for new wood based surfaces apply two coats of synthetic enamel paint over one coat of pink primer of any description, over 10cm in width or girth,not otherwise described complete all as specified and directed.
47Demolition of brick work built in cement mortar including all quions arches pillars etc but excluding ashlars facing,dressed stone work and precast concrete articles complete all as directed.
48M&L brick work with Fly ash bricks, straight or curved on plan exc 6m radius buit in CM 1:6 complete all as specified and directed.
49M&L brick work with Fly ash bricks, straight or curved on plan exc 6m radius in half bricks built in C:M 1:6 complete all as specified and directed.
50Dismantling cast iron or re-inforced concrete drain pipes of 100mm bore, jointed in cement mortar complete all as specified and as directed by Engineer-in-charge. (upto 04 storey High of building).
51S&F sand cast pipes with out ears in any length fixed to wall with brackets of 100mm bore including bitummous paints both side complete all as specified and as directed by Engineer-in-charge. (upto 04 storey High of building).
52S&F CI bend,diminishing piece with door of 100mm borewith duct, foot and heel rest complete all as specified and as directed by Engineer-in-charge. (upto 04 storey High of building)
53S&F CI branch pieces single equal or unequal with door of 100mm bore complete all as specified and as directed by Engineer-in-charge. (upto 04 storey High of building)
54S/F CI cowl of 100mm bore complete all as specified and as directed by Engineer-in-charge. (upto 04 storey High of building)
55Taking down soil pipe/ rainwater pipes (any size or pattern ) including all fitings heads shoes bends swan -necks etc including cleaning or refixing or removal to store (measured over all fixed along the centre line over fitting and (accessories)
56S&F 110mm bore PVC(SWR) pipe single socket in any length rubber ring joints complete all as specified and as directed by Engineer-in-charge. (upto 04 storey High of building)
57S&F 110mm bore PVC(SWR) pipe bend single socket complete all as specified and as directed by Engineer-in-charge. (upto 04 storey High of building)
58Material & Labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces. (upto 04 storey High of building)
59Material & Labour for complete removal of old treated surface and applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over old surfaces. (upto 04 storey High of building)
60M&L Preparing new Steel or Iron Surfaces of any description, n exc 10 Cm width or girth and applying Two Coats of Synthetic Enamel Paint over a coat of Red Oxide/ Zinc Chrome Primer, complete all as specified and as directed.
61Supplying and fixing water bars for window frames; window guard bars, plain, let in and fixed independently in wooden frames/ flats etc , L or T section supports for shelves etc. and similar articles conforming to Fe-290 Gde E-165 complete all as specified and as directed by Engineer-in-charge. (upto 04 storey High of building)
62Taking up or down steel tubing with connections for cleaning for refixing or removing or storeyard complete of bore 15mm. complete all as specified and directed by Engineer-in-Charge.
63Taking up or down steel tubing with connections for cleaning for refixing or removing or storeyard complete of bore 20mm. complete all as specified and directed .
64Taking up or down steel tubing with connections for cleaning for refixing or removing or storeyard complete of bore 25mm. complete all as specified and directed.
65S&F Steel water tubing medium grade galvanised with all fittings including short lengths, fixed to walls, concealed in wall and ceiling or laid in floor complete with all fittings(such as bends, elbows, Tee short pieces, connectors, back nuts, diminishing pieces, caps and plugs, unions etc.) of nominal bore 15mm, complete all as specified and directed.
66S&F Steel water tubing medium grade galvanised with all fittings including short lengths, fixed to walls, concealed in wall and ceiling or laid in floor complete with all fittings(such as bends, elbows, Tee short pieces, connectors, back nuts, diminishing pieces, caps and plugs,unions etc.) of nominal bore 20mm, complete all as specified and directed .
67S&F Steel water tubing medium grade galvanised with all fittings including short lengths, fixed to walls, concealed in wall and ceiling or laid in floor complete with all fittings(such as bends, elbows, Tee short pieces, connectors, back nuts, diminishing pieces, caps and plugs,unions etc.) of nominal bore 25mm, complete all as specified and directed .
68S&F in repair PVC low level flushing cistern valve less,syphonic action type of 10 ltrs capacity white with inlet, ball valve, float and handle incl. cast iron brackets, PVC flush pipe 32mm dia ,PVC connection (15x 450 mm) long, fancy type chromium plated angle valve of 15mm bore dia complete all as specified and directed by Engineer-in-Charge.
69S&F in repair Vitreous china squatting pan 'Orissa' pattern ' size 580x440mm white, with integral foot rest 'P' or 'S' trap,front or back inlet including connection to trap and to flushing pipe,anti syphonage pipe, etc. Complete making good to floor as existing complete all as specified and directed.
70S&F in repairs Vitreous china wash hand basin white ,flat back of size 550x400mm with pedestal including PVC connection (15x450)mm long with PTMT nuts and PVC washer and including cutting for pinning in ends,pair of cast iron brackets and provision of PVC waste pipe 32mm of adequate length , CP waste coupling 32 mm dia of half or full threaded, chromium plated fancy type angle valve 15 mm dia bore, and taking down unserviceable wash hand basin complete all as specified and directed .
71S&F looking mirror (600x450mm) ,4.00 mm thick of selected quality glass , fixed on 4mm thick PVC moulded sheet with PVC moulded frame fancy type all around. Fixed to wall with PVC rawl plugs using chromium plated brass screws & cup washers complete all as specified and directed.
72S&Fin repair 15mm Bib tap cast copper fancy type chromium plated alloy with capstan handle screwed down screwed for iron pipe or for brass ferrule and fixed in repairs. complete all as specified and directed by Engineer-in-Charge.
73S&F in repairs Pillar tap fancy type chromium plated with capstan head, screwed down high pressure with long screwed shanks and fly nuts, screwed for iron pipes 15 mm bore dia. Complete all as specified and directed .
74S&F in repair Stop valve cast copper alloy chromium plated 15mm dia, screwed down, high pressure with capstan handle, screwed both ends for iron pipes or for unions and fixed with long shank and cup (concealed type) complete all as specified and directed .
75S & F in repair cast floor trap 100 mm dia with grating incl jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) with run lead complete all as specified and directed.
76M & L Salt-gauged stoneware gully traps, square or round mouthed, type 'P', size 150x150 mm complete all as specified and directed
77M&L for use and waste for form work to sides and soffits of floor or roof beams , beam haunching , girders , bressummers , lintels , cantilevers , shelves including supports , overhangs etc also splays between floors and beams for rough finished surfaces of concrete flat complete all as specified and directed
78S&F in repairs Chromium plated shower roses with or without swivel joints, any size, including fixing to steel pipe or union complete all as specified and directed
79Note: Schedule of credit (SCHEDULE OF CREDIT) amount of Rs ________ mentioned on Page No ____ shall be deducted from the total quoted amount of BOQ. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57597618
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 47.50 Lakhs
LAST DATE 09-10-2026
Authority
Authority Name Military Engineer Services
Work Description Tender For Special Repair To Bldg No Por-2 At Vijay Durg Under Ge(Vd) Kolkata
Basic Detail
Tender No 8670/E8
Bidding Type Tender
Location
City Kolkata
State West Bengal
Key Dates
Publish Date 19 Sep 2026
Submission Date 09 Oct 2026
Open Date 10 Oct 2026
Finance
Tender Value 47.50 Lakhs
Tender Fee 500
EMD 95000
Exemption Not Available
Document List
BOQ_885885.xls
d432a937-d71b-49e5-bcd9-a6c1d6d7454c.html
PDFJOINER8670.pdf
Tendernotice_1 (10).pdf

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Tender Timeline

Sep 19, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 09, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 6 days
Oct 10, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 7 days

Tender Documents

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xls

BOQ_885885.xls

html

d432a937-d71b-49e5-bcd9-a6c1d6d7454c.html

pdf

PDFJOINER8670.pdf

pdf

Tendernotice_1 (10).pdf

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