Defence Statutory Bodies & Commissions/Committees Closing in 9 days TDR #57340961

Tender For Addition/Alteration And Special Repair To Offr Md Accn At Turf View Complex Kolkata

Issued by Statutory Bodies & Commissions/Committees · Kolkata, West Bengal
Tender Value
6.52 Crore
Estimated cost
Bid Submission
05 Oct 2026
9 days left
EMD
6.51 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender For Addition/Alteration And Special Repair To Offr Md Accn At Turf View Complex Kolkata

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 18-Sep-2026 Corrigendum 1 Other 01-Oct-2026
2 18-Sep-2026 Corrigendum 1 BOQ 01-Oct-2026
3 18-Sep-2026 Corrigendum 1 Other 05-Oct-2026
4 18-Sep-2026 Corrigendum 1 BOQ 05-Oct-2026
5 24-Sep-2026 Corrigendum No. 02 Date 05-Oct-2026

BOQ

Name of Work:- ADDN/ALTN AND SPL REPAIR TO OFFR MD ACCN AT TURF VIEW COMPLEX KOLKATA
Sl. No. Item Description
1NOTE (Applicable for all items) :-(i) The bidders/contractors are advised to read tender document & all corrigendum / amendments and General conditions of contracts before entrying/quoting the rates.2. It is highlighted that the certain condition of General Condition of Contracts (IAFW-2249) has been modified as per direction of MoD i.e. inclusssion of Performance Security, deletion of Risk & Cost Provisions and increase in defect liability period all as per tender documents. The tenderers should keep in mind while quoting their offer.
2BLDG Works)Taking down cement plaster including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and as directed by Engineer-in-charge. (upto 04 storey Height of building)
3All as per item above but 5 storey to 8 storey
4Demolition of Brickwork quoins,arches,pillars etc but excluding ashlar facings,dressed all store work and precast concrete articles built in cement mortar complete all as specified and as directed by Engineer-in-charge. (upto 04 storey Height of building)
5All as per item above but 5 storey to 8 storey
6M&L for brick work with sub class 'B' bricks built in cement mortar 1:6 straight or curved on plan exceeding 6 mtr mean radius complete all as specified and as directed by Engineer-in-charge. (upto 04 storey Height of building)
7All as per item above but 5 storey to 8 storey
8M&L for Brickwork with sub-class `B’ bricks, straight or curved on plan to any radius in half brick thick walls built in CM (1:4) complete all as specified and as directed by Engineer-in-charge. (upto 04 storey Height of building)
9All as per item above but 5 storey to 8 storey
10Demolition of RCC (reinforcement) of any description and in any position not otherwise specifically provided for complete all as specified and as directed by Engineer-in-charge. (upto 04 storey Height of building)
11All as per item above but 5 storey to 8 storey
12M&L for RCC for M 25 (Design Mix) using 12.5 mm graded crushed stone aggregate as in parapets, balcony and similar work all as specified and directed (upto 04 storey high building)
13All as per item above but 5 storey to 8 storey
14Use and waste of formwork to sides and soffit of beams, lintels, cantilevers, shelves etc for rough finished surface complete all as specified and as directed by the Engr-in-Charge. .(upto 04 storey high of building)
15All as per item above but 5 storey to 8 storey
16Use and waste of formwork to chullah hoods, chajjas, troughs, parapets and similar items including edges for rough finished surface complete all as specified and as directed by the Engr-in-Charge. .(upto 04 storey of building)
17All as per item above but 5 storey to 8 storey
18Use and waste of formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railing horizontal or sloping and similar work exe 5 cm but not exe 10 cm thick completeall as specified and as directed by the Engr-in-Charge. .(upto 04 storey High of building)
19All as per item above but 5 storey to 8 storey
20Dismantling removing all unsound concrete, plastered material by chipping/chiseling gently at all effected and adjoining areas of concrete etc till sound surface is reached all various locations in building subsequently cleaning the surfaces by hair brush and air blower and removing rubbish off the premises and disposing at the dumping site as approved by local authorities including hoisting assembling and fixing of double layer steel scaffolding to external perimeter of building complete all as specified and directed .upto 04 storied bldg
21All as per item above but 5 storey to 8 storey
22Removing of concrete all around reinforcement bar upto 12 mm dia and over from behind the reinforcing bars average 25mm (but not less than 15mm air gap)by manual methods (using wire brushing ,chiseling etc) and applying chloride free rust removing chemical on rusting steel reinforcement bar and removing all rust from steel reinforcement bar by emery paper and cleaning the area thoroughly by water and allow it to dry and totally rust free of reinforcement bar all as complete as per manufacturer's instruction as specified (upto 12 storied bldg).
23All as per item above but 5 storey to 8 storey
24Material , labour and preparation of existing reinforcement surface by brush and application of two component epoxy zincrich primer on existing reinforcement surface of minimum specific gravity 1.75, adhesive bond strength with steel is 1.50N/mm2 and maximum coverage area 5.00 Sqm per litre. complete all as specified (upto 04 storied bldg).
25All as per item above but 5 storey to 8 storey
26Material and labour for introducing new reinforcement bars upto 12 mm dia and over for structural connection in RCC beams, columns, lintel and slabs including power drilling holes of appropriate diameters in reinforced or plain cement concrete to a minimum depth of 150mm and upto 200mm including power drilling, fixing the reinforcement in position using epoxy, cleaning of loose dust by blowing air, sealing with epoxy cartridges etc all as specified.(upto 04 storied bldg)
27All as per item above but 5 storey to 8 storey
28M&L for supply, mixing and placement of micro-concrete cement based prepacked single component chloride free, sulphate free, non-shrink, free flow. elf compacting, ready to use after mixing water in specified proportion in required thickness as per manufacture's instruction and all as directed. Compressive strength (ASTN C 109,cm cube) of 35 MPa at 28 days including application curing compound concrete WB white at various locations in Bldgs including necessary form work complete all as per manufactures specification.(upto 04 storied bldg)
29All as per item above but 5 storey to 8 storey
30M&L for providing and applying at two component structural grade polymer modified reinforcement mortar upto a thickness of 30 mm over a coat of epoxy resin bonding agent Nitobond EP. The cured mortar shall achieve a minimum compressive strength of 12N/mm2 in a day & 45 N/mm2 in 28 days with Flexural strength 8N/mm2 in 28 days Chloride diffusion coefficient shall be Nil after 24 hours when tested by Accelerated electrochemical chloride ion diffusion test method and the depth of carbonation shall be Nil after 24 hours when tested by Accelerated carbonation test. in addition to this percentage of water absorption should be 0.45 after 24 hours in immersion test at various locations in Bldgs complete all as per manufacture's specification.(upto 04 storied bldg)
31All as per item above but 5 storey to 8 storey
32M&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 upto 4 storey complete all as specified and directed.
33All as per item above but 5 storey to 8 storey
34M & L for providing and inserting mild steel shear key bars/levelling gauges of required length and diameter in reinforced/plain concrete for drilling suitable holes in RCC Slab/ wall/ column/ beams toa depth as directed for anchoring steel reinforcement bars including washing with water inserting lokfix 'E' in the holes at various location in Bldgs complete all as per manufactures specification Upto 12 storied bldg
35All as per item above but 5 storey to 8 storey
36Providing of double layer self supporting steel scaffolding to external perimeter of building duly cross braced and properly alignede for the functional aspect and safe of the building upto and including 15m hieght complete all as specified and as directed.
37Providing of double layer self supporting steel scaffolding to external perimeter of building duly cross braced and properly alignede for the functional aspect and safe of the building exceeding 15m height but not exceeding 45m height complete all as specified and as directed.
38Materials and labour for providing and fixing anchor fastener system machanical/ epoxy for connections in concrete i/c power drilling, cleaning of holes by air blowing, insertion of epoxy cartridge with plastic nozzles as required, placing internally threaded screw driving of bolts etc. upto to 10mm dia bars and upto twelve storied building complete all as specified and as directed. upto 12 storey bldg.
39Materials and labour for making grooves of size 12mmx12mm along the crack line, making the crack dust free by blowing compressed air and then washing with water, finnaly sealing the distance between the injection nipple with approved putty (polymer modified cement mortar/polyster putty) etc. and allow to cure. If cementitous grout the materail proposed to be used, washing and saturating the cracked surface with water by pumping from top most nipple and down wards and curing of putty upto 12 storied building complete all as specified and as directed.
40Supply and applying two coats of High performance elastomeric cementitious waterproof coating sandwiched with 45 GSM glass fibre reinforcement on the entire floor and 1.0 m of all walls of all toilets as per following methodology:- Cleaning of exposed concrete surface by mechanical means or by hydro blasting to remove laitance, loose particles, contamination etc. which may hinder bonding. Coving of RCC joints with PCC (1:1.5:3) mixed with Integral Water Proofing compound. Applying one coat of Waterproofing membrane to concrete surfaces followed by application of 45GSM glass fibre on the wet surface. Applying second coat of waterproofing membrane at the right angles to the direction of first coat. Second coat shall be applied after the first coat gets dry. Sprinkling fine aggregate immediately after the application of second coat to get the mechanical key for protective plaster. Curing to Water proofing membrane to be carried out for minimum period of 3 days with ponding complete. The Water Proofing Product Should have Mixed density: 1.68g/cc (brushable consistency). Adhesion to concrete : >1N/mm2. Static crack accommodation: 1mm (upto 04 storey high building) ( Make :- Fosroc/Elantas beck/Kunal conchem)
41All as per item above but 5 storey to 8 storey
42S&F TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips (upto 04 storey Height of building)
43All as per item above but 5 storey to 8 storey
44S&F TMT bars 8 mm dia cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips .(upto 04 storey Height of building)
45All as per item above but 5 storey to 8 storey
46S&F TMT bars 8 mm dia and over as in stirrups, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips. (upto 04 storey Height of building)
47All as per item above but 5 storey to 8 storey
48M&L for Rendering 15mm thick in CM (1:6) on other than fair face of brick work or concrete surfaces and finished the surface even and smooth without using extra cement complete all as specified and as directed by Engineer-in-charge.(upto 04 storey Height of building)
49All as per item above but 5 storey to 8 storey
50M&L for Rendering 20mm thick in two layers (Top 10mm thick rendering coat mixed with water proofing compound applied as per manufacturers instructions shall be laid over 10mm thick plastered surface) with CM (1:4) on fare faces of brick work or concrete surfaces finished the surface even and smooth without using extra cement complete all as specified and as directed by Engineer-in-charge.(upto 04 storey Height of building) Note: WPC shall be measured and paid separately
51All as per item above but 5 storey to 8 storey
52M&L for Rendering 5mm thick with CM (1:3) on or concrete surfaces and finished the surface even and smooth as in ceiling complete all as specified and as directed by Engineer-in-charge.(upto 04 storey Height of building)
53All as per item above but 5 storey to 8 storey
54Material and labour for preperation new plastered surfaces of wall or previously untreated surfaces and one coat alkali resistant primer, sanding the surfaces and Material & Labour for applying Two or more coatsof 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 upto four storied building complete all as specified and as directed.
55All as per item above but 5 storey to 8 storey
56Material and labour for complete removal of existing old surfaces of wall and preparation of old or previously untreated surfaces and one coat alkali resistant primer, sanding the surfaces and Material & 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 upto four storied building complete all as specified and as directed.
57All as per item above but 5 storey to 8 storey
58M&L for preparation of new plastered surfaces by sanding and applying two coats of Anticarbonation paint complete all as specified and as directed.(upto 04 storey of building).Note:- Performance guarantee alongwith security deposit amount as specified in perticulars specification for Five (05) years shall be submitted by the contractor after physical completion of work.
59All as per item above but 5 storey to 8 storey
60M&L for complete removal of existing old surfaces of wall and preparation of old orpreviously untreated surfaces and sanding the surfaces and finally applying two coats of Anticarbonation paint (upto 04 storey of building) complete all as specified and as directed.Note:- Performance guarantee alongwith security deposit amount as specified in particulars specification for Five (05) years shall be submitted by the contractor after physical completion of work
61All as per item above but 5 storey to 8 storey
62M/L preparation of new plastered surface and applying three coats of white wash on ceiling complete all as specified and as directed by Engineer-in-charge.(upto 04 storey Height of building)
63All as per item above but 5 storey to 8 storey
64M/L preparation of old surface and applying one coats of white wash on ceiling to match with the new one complete all as specified and as directed by Engineer-in-charge.(upto 04 storey Height of building)
65All as per item above but 5 storey to 8 storey
66M/L preparation of new plastered surface and applying two coats of distemper oil emulsion over a coat of chalk whitening primer over a coat of interior grade putty complete all as specified and as directed by Engineer-in-charge.(upto 04 storey Height of building)
67All as per item above but 5 storey to 8 storey
68M/L preparation of old decorated surface by complete removal of existing treatment, washing, rubbing, stopping etc and applying two coat of oil emulsion distemper over a coat of primer to match with the new suface on wall. complete all as specified and as directed by Engineer-in-charge.(upto 04 storey Height of building).
69All as per item above but 5 storey to 8 storey
70Supply only Integral Liquid water proofing compound (ISI Mark). ( Fosroc/Elantas beck/Kunal conchem) .
71Dismantiling of floor hearth or wall tiling incl cement mortar (but not backing), and rubbish off the premises (out of MOD land), complete all as specified and as directed by Engineer-in-charge.(upto 04 storey Height of building)
72All as per item above but 5 storey to 8 storey
73M&L for light shade vitrified double charged tiles 10mm thick (square /rectangular) area of each tiles not exc 0.36 Sqm, in floor etc. set with floor adhesive upto 15mm thickness, placed with spacer and jointed by using epoxy grout complete all as specified and as directed by Engineer-in-charge .(upto 4 storey of building)
74-Ditto- all as item No.above but from 5 storey to 8 storey of building
75Ditto all as item no. above but as in dado/skirting over vertical surface of wall set and jointed with wall adhesive upto 10mm thickness and pointed with white cement with pigment to match with the shade of the tiles complete all as specified and as directed by Engineer-in-charge. (upto 4 storey of building)
76-Ditto- all as item No. above but from 5 storey to 8 storey of building
77Roughening of surface of old concrete floor by picking , sweeping clean and washing down with water to remove dust etc complete all as specified and as directed by Engineer-in-charge.(upto 04 storey Height of building)
78All as per item above but 5 storey to 8 storey
79Non - skid / Anti skid Ceramic tiles 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but notexceeding 0.18 sqm, in floors etc. set with floor adhesive upto 15mm thickness, placed with spacer and jointed by using epoxy grout complete all as specified and as directed by Engineer-in-charge .(upto 04 storey Height of building)
80All as per item above but 5 storey to 8 storey
81Ditto all as item no. above but as in skirting over vertical surface of wall set and jointed with wall adhesive upto 10mm thickness and pointed with white cement with pigment to match with the shade of the tiles complete all as specified and as directed by Engineer-in-charge. (upto 4 storey of building)
82-Ditto- all as item No. above but from 5 storey to 8 storey of building
83M&L Glazed Coloured ceramic tiles in vertical surface 450X 350X 7mm thick set and jointed with wall adhesive and pointed with white cement with pigment to match with the shade of the tiles complete all as specified and as directed by Engineer-in-charge. (Note:- Screed bed shall be measured and paid Seperately under respective items of Sch \\"A') (upto 04 storey Height of building)
84All as per item above but 5 storey to 8 storey
85Backing coat/Screed bed or bedding layer of mortar 10 mm thick in cement mortar (1:4) as in dado/skirting complete all as specified and as directed by Engineer-in-charge. (upto 4 storey of building)
86All as per item above but 5 storey to 8 storey
87Dismantaling of stone slab and tiles of any descripton or thickness in floors, aprons etc complete as directed and specified by EIC.
88M&L for Granite (of any type) tiles 10-12 mm thick machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing in wall, jambs, pillars etc complete with 10 mm backing coat in CM (1:4) all as spd and as directed EIC.
89M&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 15mm thick cement mortar bedding (1:6) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including dismantling complete all as specified. (upto 04 storey Height of building)
90All as per item above but 5 storey to 8 storey
91Rounding to edges of stone slabs one edge, such as in steps, cooking platform, and other similar situations complete all as specified and as directed by Engr-in-Charge..(upto 04 storey Height of building)
92All as per item above but 5 storey to 8 storey
93Taking up or down 15mm steel tubing and connections, including cleaning for removal ..(upto any storey High of building)
94M & for cutting chases, pinning, in making good to facing where required of of brick wall and pointing in cement motrar 1:3 to ends and cutting chases for concealed water tubing and concealed conduit wiring ete and making good surfaces
95S&F CPVC pipes 20 mm outer diameter of SDR 11 & plain CPVC SDR 11 including necessary brass fittings and fixers to conect/receive GI pipes/brass taps as in walls, ceiling, floor, etc. complete all as specified.(upto 12 storey High of building)
96Taking up or down 20mm steel tubing and connections, including cleaning for re-fixing or removal.(upto 04 storey Height of building)
97S&F CPVC pipes 25 mm outer diameter of SDR 11 & plain CPVC SDR 11ncluding necessary brass fittings and fixers to conect/receive GI pipes/brass taps as in walls, ceiling, floor, etc. complete all as specified.(upto 12 storey High of building)
98Supplying and laying of CPVC pipes 40 mm outer dia SDR 11 & Plain CPVC SDR 11 fittings in wall complete all as specified. complete all as specified and as directed by engineer-in-charge. (upto 04 storey Height of building).
99All as per item above but 5 storey to 8 storey
100S&F 25 mm bore gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipes complete all as specified and as directed by Engineer-in-Charge.(upto any height of building)
101S&F in repair 15 mm bore Brass CP two way bib cock fancy type with qtr turn or half turn chromium plated with crutch or butterfly handle, screwed down, screwed for iron pip or for brass ferrule and complete all as specified and as directed by Engineer-in-Charge.(upto 04 storey Height of building)
102All as per item above but 5 storey to 8 storey
103S&F in repair 15mm bore Brass CP bib cock fancy type with qtr turn or half turn chromium plated with crutch or butterfly handle, screwed down, screwed for iron pip or for brass ferrule and complete all as specified and as directed by Engineer-in-Charge.(upto 04 storey Height of building)
104All as per item above but 5 storey to 8 storey
105S&F in repair 1 concealed type Stop valves, fancy type chrome plated with long screw high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or forunions and fixed complete all as specified and as directed by Engineer-in-Charge.(upto 04 storey Height of building)
106All as per item above but 5 storey to 8 storey
107S&F in repair 15mm bore Brass CP angular stop cock type with crutch or butterfly handle complete all as specified and as directed by Engineer-in-Charge.(upto 04 storey Height of building)
108All as per item above but 5 storey to 8 storey
109S&F in repair PVC connection 15 mm size pipe with PTMT nut of Length 600 mm complete all as specified and as directed by Engineer-in-Charge.(upto 04 storey Height of building)
110All as per item above but 5 storey to 8 storey
111S&F in repair brass CP shower roses with or without swivel joints,with shower arm, 125mm size, including fixing to steel pipes or union complete all as specified and as directed by Engineer-in-Charge.(upto 04 storey Height of building)
112All as per item above but 5 storey to 8 storey
113S&F in repairs Vitreous China wash basin ( white), flat back, size 580 x 450 mm, excluding taps, waste,chain and plug and porcelain stopper but including brackets, complete all as specified and as directed by Engineer-in-Charge.(upto 04 storey Height of building)
114All as per item above but 5 storey to 8 storey
115Supply & fixing in repair wash down water closet (pedestal pattern) P or S type including connection to drain (or outgoing pipe) and to flush pipe etc. and making good the damaged surfaces complete all as specified and as directed by the Engr-in-Charge. (Upto 4 storey of building)
116-Ditto- all as item No. above but from 5 storey to 8 storey of building
117S&F in repair 600 mm x 450 mm bevelled edge mirror of selected quality glass, mounted on 6mm thick AC building board or commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers complete all as specified and as directed by engineer-in-charge.. (upto 04 storey Height of building)
118All as per item above but 5 storey to 8 storey
119S&F 32 mm bore waste fittings, brass, chromium plated for glazed ware sinks, basins, etc. with long screwed shanks and fly-nuts, flange end bedded in red lead cement and other end fixed complete all as specified and as directed by engineer-in-charge. (upto 04 storey Height of building)
120All as per item above but 5 storey to 8 storey
121S&F 32 mm bore brass CP bottle traps for wash basin with inlet and outlet screwdfor pipe and connections incl nessesary packing complete all as specified and as directed by engineer-in-charge. (upto 04 storey Height of building)
122All as per item above but 5 storey to 8 storey
123S & F in repair vitreous china squatting pan of orissa pattern long pan of size 580 mm x 440mm with integral foot rest white with cast iron p or s trap with back inlet including flush pipe of suitable length to connection with existing cistern & make good complete all as specified and as directed by Engineer-in-Charge.(upto 04 storey Height of building)
124All as per item above but 5 storey to 8 storey
125Supplying only 10 litres capacity PVC valveless, syphonic action type, flushing cistern, white colour, low level, white with inlet, ball valve, float and handle including brackets duly painted, 32mm dia PVC flush pipe complete all as specified and as directed by Engineer-in-charge.. (upto 04 storey Height of building).
126All as per item above but 5 storey to 8 storey
127S&F PVC water closet seat cover heavy duty coloured closed pattern with flat bottom and cover and mild steel CP hinnging device complete.
128-Ditto- all as item No. above but from 5 storey to 8 storey of building
129S&F brass CP soap dish, fixed with brass screws or embedded in wall. or equivelent.
130-Ditto- all as item No. above but from 5 storey to 8 storey of building
131S&F in repair towel rail of brass chromium plated tube 19 to 20 mm dia 600 mm long `D' type complete fixed in repairs with brass chromium plated screw complete all as specified and directed.
132-Ditto- all as item No. above but from 5 storey to 8 storey of building
133S&F Health faucet (ABS Body) mild steel chromium plated suitable for 15 mm dia pipe with 1.25 metre long flexible tube and ABS wall hook including making connections and fixed in position complete in all respect as specified upto 4 storey
134-Ditto- all as item No. above but from 5 storey to 8 storey of building
135S&F in repair Brass CP wall mixer with half or qtr turn for mixing hot & cold water screwed down for iron pipeand fixed for upto 4 storey
136-Ditto- all as item No. above but from 5 storey to 8 storey of building
137S&F in repair wash hand basin mixture Brass CP tap for mixing hot and cold water with qtr or half turn including three joints to 15 mm bore pipes or union and pluging and screwing to wall complete fixed in repair.upto 04 story
138-Ditto- all as item No. above but from 5 storey to 8 storey of building
139S&F Sheet glass shelf assembly consisting of 5.5mm thick sheet glass shelf 12cm wide with chromium plated bracket guard and railing 60cm long (upto 04 building).
140-Ditto- all as item No. above but from 5 storey to 8 storey of building
141S&F Corner glass shelf assembly consisting of 5.5mm thick sheet glass shelf 300mm long complete all as specified and directed Make Prayag or equivalent (upto 04 building).
142-Ditto- all as item No. above but from 5 storey to 8 storey of building
143S&F toilet paper holder fixed in repairs to wall with chromium plated brass screws complete all as specified and as directed.
144-Ditto- all as item No. above but from 5 storey to 8 storey of building
145S&F in repair Stainless steel kitchen rack / plate rack of size 31\\"x36\\"x10\\" , made of stainless steel sheet 0.63 mm thick etc complete all as specified and as directed by Engineer-in-charge.. (upto 04 storey Height of building).
146All as per item above but 5 storey to 8 storey
147S&F PVC (SWR) floor trap of 100mm dia, including jointing to waste pipe fixed in cement concrete, (1:2:4) type B1 ( using 20 mm graded crushed stone aggregate). .complete all as specified and as directed by Engineer-in-charge.. (upto 04 storey Height of building).
148All as per item above but 5 storey to 8 storey
149S&F CP grating of 100mm dia, fixed with cement mortar (1:3).complete all as specified and as directed by Engineer-in-charge.(upto 04 storey Height of building).
150All as per item above but 5 storey to 8 storey
151Demolition of cement concrete of any description and in any position not other wise specifically provided for complete all as specified and as directed. (upto 04 storey Height of building)
152All as per item above but 5 storey to 8 storey
153M&L for PCC 1:5:10 Type E2 (using 40mm graded crushed stone aggregate) as in filling sunken floor complete all as specified and as directed by Engineer-in-charge.. (upto 04 storey Height of building)
154All as per item above but 5 storey to 8 storey
155M&L 25mm thick PCC 1:2:4 Type B-1 ( using 20 mm graded crushed stone aggregate) as in flooring complete all as specified and as directed by Engineer-in-charge. (upto 04 storey Height of building)
156All as per item above but 5 storey to 8 storey
157M&L 40 mm thick PCC 1:2:4 Type B-1 ( using 20 mm graded crushed stone aggregate) and concrete surface is to be finished even and smooth using extra cement complete all as specified and as directed by Engineer-in-charge.. (upto 04 storey Height of building)
158All as per item above but 5 storey to 8 storey
159M&L for cement concrete ( 1:2:4) type B1( using 20 mm graded crushed stone aggregate) as in roof kerbs or mud stops, rounded or chamfered on edges complete all as specified and as directed by Engineer-in-charge. (upto 04 storey Height of building)
160All as per item above but 5 storey to 8 storey
161Material and Labour for 100mm thick plain Cement concrete type B- 2, (1:2:4) (using 40mm graded stone aggregate) as in floor, hard standing and like complete all as speficied and as directed.
162Taking down chowkat with shutter (without taking off shutters from the frame) n. exc 1.5 sqm each complete all as specified and as directed by Engineer-in-charge. (upto 04 storey Height of building)
163All as per item above but 5 storey to 8 storey
164S&F Solid PVC Door Frame of size 50mm x47mm made out of 5mm plain colour PVC sheet reinforced with M.S. Square tube, suppling & fixing in opening as per specification & drawing but wood grain printed PVC sheet used instead of Plain colour PVC sheet & edges will be painted to match with printed sheet complete all as specified and as directed by Engineer-in-charge. (upto 04 storey Height of building)
165All as per item above but 5 storey to 8 storey
166S&F Factory Made Solid PVC Moulded Door Shutter, with particle board core, 28 to 30mm thick (stiles), with 2, 4, or 6 raised panel design with 2mm thick Moulded PVC Sheet on the front face & 2mm plain colour PVC sheet on back face, supplying & fixing in frame at site as per specification & drawing complete all as specified and as directed by Engineer-in-charge. (upto 04 storey Height of building)
167All as per item above but 5 storey to 8 storey
168Supply and fixing for 150mm long Aluminium, anodised, barrel tower bolts of extruded section complete all as specified and as directed by Engr-in-Charge.
169All as per item above but 5 storey to 8 storey
170S&F 150 mm long Aluminium handles, cast type, anodisedcomplete all as specified and as directed by Engineer-in-charge. (upto 04 storey Height of building)
171All as per item above but 5 storey to 8 storey
172S&F 200 mm long Aluminium anodised, barrel tower bolts of extruded section all as specified and as directed (upto 04 storey Height of building)
173All as per item above but 5 storey to 8 storey
174S&F stainless steel ball bearing 100 mm long Butt hinges, extruded aluminium alloy steel hinge pin, anodised and fixed, type C-21 complete all as specified and as directed by Engineer-in-charge. (upto 04 storey Height of building)
175All as per item no above but 5 storey to 8 storey
176Dismantling wrought iron or mild steel work of any description not otherwise provided for
177Supplying and fixing Mild Steel framed work such as grills, gratings, etc. with ends of bars shouldered and or riveted, or forged into spikes, framed guard bars, barred iron doors, railings and similar work conforming to Fe-290 Gde E-165, complete all as specified and as directed and design/shap approved by by Engineer-in-charge. (upto 04 storey Height of building)
178All as per item above but 5 storey to 8 storey
179Material & labour preparation of new steel and iron surfaces of any description area exc 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide and zinc chrome primer, complete all as specified and as directed by Engineer-in-charge. (upto 04 storey Height of building)
180All as per item above but 5 storey to 8 storey
181Material & labour preparation of old painted steel surfaces of any description exc 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed by Engineer-in-charge (upto 04 storey Height of building)
182All as per item above but 5 storey to 8 storey
183Dismantling cast iron or re-inforced concrete drain pipes including fittings of 100mm bore, jointed in cement mortar complete all as specified and as directed by Engineer-in-charge. (upto 04 storey Height of building)
184All as per item above but 5 storey to 8 storey
185Dismantling AC (SWR) pipe up to 150 mm bore including all fittings,heads,shoes,swan necks etc complete all as specified and directed by the Engr-in-Charge.(upto 4 storey of building)
186-Ditto- all as item No. above but from 5 storey to 8 storey of building
187S&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 Height of building)
188All as per item above but 5 storey to 8 storey
189S&F 75mm 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 Height of building)
190All as per item above but 5 storey to 8 storey
191S&F 110mm bore PVC(SWR) pipe bend single socket complete all as specified and as directed by Engineer-in-charge. (upto 04 storey Height of building)
192All as per item above but 5 storey to 8 storey
193S&F 110mm bore PVC(SWR) pipe (Single T) equal or unequal with acess door complete all as specified and as directed by Engineer-in-charge. (upto 04 storey Height of building)
194All as per item above but 5 storey to 8 storey
195S&F 110mm bore PVC(SWR) pipe (branch piece) single (single Y) equal or unequal complete all as specified and as directed by Engineer-in-charge. (upto 04 storey Height of building)
196All as per item above but 5 storey to 8 storey
197S&F 110mm bore PVC(SWR) pipe (SWR) vent cowl complete all as specified and as directed by Engineer-in-charge.(upto 5 storey to 8 storey Height of Building)
198S&F 75mm bore PVC(SWR) pipe bend single socket complete all as specified and as directed by Engineer-in-charge. (upto 04 storey Height of building)
199All as per item above but 5 storey to 8 storey
200S&F 75mm bore PVC(SWR) pipe (Single T) equal or unequal with acess door complete all as specified and as directed by Engineer-in-charge. (upto 04 storey Height of building)
201All as per item above but 5 storey to 8 storey
202S&F 75mm bore PVC(SWR) pipe (branch piece) single (single Y) equal orunequal complete all as specified and as directed by Engineer-in-charge. (upto 04 storey Height of building)
203All as per item above but 5 storey to 8 storey
204S&F in repairs Steel windows for building with bottom hung or top hung shutters, including hinges, steel side arms or peg stays complete all as specified and as directed by Engineer-in-charge. (upto 04 storey Height of building)
205All as per item above but 5 storey to 8 storey
206Supply and fixing 4.0 mm thick Sheet glass, ordinary quality and glazing with oil putty in square n exc 0.5 sq. m in each pane complete all as specified and as directed by Engineer-in-charge. (upto 04 storey Height of building)
207All as per item above but 5 storey to 8 storey
208Taking down window/door shutter area exc 1 sqm but n exc 2 sqm each complete all as specified and as directed by Engineer-in-charge.(upto 04 storey Height of building)
209All as per item above but 5 storey to 8 storey
210Taking down chowkat with shutter (without taking off shutters from the frame) area exc 1.5 sqm but n.exc 4 sqm each complete all as specified and as directed by Engineer-in-charge.(upto 04 storey Height of building)
211All as per item above but 5 storey to 8 storey
212S&F 2nd Class HW Plain, solid, straight chowkats and frames, wrought framed rebated on the solid, rounded or chanfered, put together with glue pinned at joints all as specified and as directed.(upto 04 storey Height of building)
213All as per item above but 5 storey to 8 storey
214S&F 40 mm thick flush shutters, solid core construction, with block board core and ply wood face panels, commercial type on both side.
215All as per item above but 5 storey to 8 storey
216S&F 35mm thick 2nd class hard wood gauged & skelton shutter, open rebated & prepared to receive gauged, ( without sase bar ) eadge of framing plain, chamford or rounded, fitted with cut & mitred beads for securing gauged etc,all as specified and directed.(upto 04 storey Height of building)
217All as per item above but 5 storey to 8 storey
218Supply & fixing Stainless steel wire cloth, 0.36 mm nominal dia of wire and average width of aperture 1.40 mm fixed with SS wire staples complete all as specified and as directed by Engineer-in-charge. (upto 04 storey Height of building)
219All as per item above but 5 storey to 8 storey
220S&F 2nd class hardwood Small fittings such as brackets of any type, latch and hinge blocks, shaped door and window stops and the like, including all necessary labours; articles n exc 200 cu. cm each complete all as specified and as directed by Engineer-in-charge. (upto 04 storey Height of building)
221All as per item above but 5 storey to 8 storey
222S&F 300 mm aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded section and fixing bolts and sliding bolts of extruded section or cast al alloy all as specified and as directed.(upto 04 storey Height of building)
223All as per item no above but 5 storey to 8 storey
224M&L for two coats of synthetic enamel paint over a coat of pink primer area exc.10cm width or girth over new wooden surfaces including preparation of surface complete all as specified and as bdirected by Engineer-in-Charge.(upto 04 storey Height of building)
225All as per item above but 5 storey to 8 storey
226Material & labour preparation of old painted wooden surfaces of any description exc 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed by Engineer-in-charge (upto 04 storey Height of building)
227All as per item above but 5 storey to 8 storey
228M&L for 25x4mm size mild steel flat iron as in hold fast conforming to Fe-290 Gde E-165 complete all as specified and as directed by Engineer-in-charge. (upto 04 storey Height of building).
229All as per item above but 5 storey to 8 storey
230Cutting holes in brick work for inserting hold fast etc including making good the adjacent area with cement and sand mortar 1:3 or PCC 1:2:4 type B, as required at site complete all as specified depth of embedded potion of hold fast or legs measured from the face of the jamb into the wall exc half brick but n. exc one brick
231-Ditto- all as item No. above but from 5 storey to 8 storey of building
232S & F second class hard wood beads, straight (n exe 3 sq cm ) for glazed or gauzed joinery, renewed, including mitres etc complete al as specified and as directed by Engineer-in-charge.
233All as per item above but 5 storey to 8 storey
234Taking down door shutter exc 1 Sqm and n exe 2 Sqm each after including refixing in same opening complete al as specified and as directed by Engineer-in-charge.
235All as per item above but 5 storey to 8 storey
236Supply and fixing factory made uPVC white colour Three track three panels sliding window and with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) upto 1.50m height made of (big series) frame 122 x 54 mm & sash 47 x 64 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead /double glazing bead of appropriate dimension. comprising of uPVC multi chambered frame, with inbuilt roller track and sash extruded profiles duly reinforced with 1.60 ± 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 fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall 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, complete all as specified and directed by Engineer-in-Charge. (Rate of the S&F Glass or wiremesh shall be deemed to be included in coated rate) Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.
237All as per item no above but 5 storey to 8 storey
238Supply and fixing factory made uPVC white colour Two track four shutter sliding doors as in special doors of balcony (four nos. glazed) upto 2.20m height made of extruded profiles with wall thickness of 2.3mm (+- 0.2mm). door profile with hollow section with multi chamber, Frame (67mm x 54mm). sash (47mm x 80mm). Sliding Interlock/door interlock (One vertical length in each shutters) (50.5mm x 43mm). Glazing bead (29.5mmx 21.8mm) will be mitered cut and fusion welded at all corners, including drilling of holes for fixing hardware and drainage of water etc.. making arrangement for fixing of hardware. EPDM gasket 1.2 + -0.2mm thick galvanized steel frame (33mm x 12mm), Sash (34mm x 22mm), profile to be inserted in required profile, frame will be fixed to the wall with 8mm x 100mm long fasteners. Hardware : [Multipoint Lock of zinc alloyed (white powder coated), adujustable steel roller big size system including 6mm thick glazing with selected quality glass, uPVC inbuilt track on bottom rail for two track sliding frame, wool pine for Sliding sash and interlock.] (Note: The unit rate quoted by contractor includes cost of glass and includes all other connected accessories. Net opening will be measured for payment purpose)(B) Area exceeding 2.00 sqm each
239All as per item no above but 5 storey to 8 storey Please Enable Macros to View BoQ information
240All as per item no above but 5 storey to 8 storey Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57340961
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 6.52 Crore
LAST DATE 05-10-2026
Authority
Authority Name Military Engineer Services
Work Description Tender For Addition/Alteration And Special Repair To Offr Md Accn At Turf View Complex Kolkata
Basic Detail
Tender No 89124/E8
Bidding Type Tender
Location
City Kolkata
State West Bengal
Key Dates
Publish Date 18 Sep 2026
Submission Date 05 Oct 2026
Open Date 01 Jan 0001
Finance
Tender Value 6.52 Crore
Tender Fee 3000
EMD 6.51 Lakhs
Exemption Available
Document List
BOQ_882830.xls
d0c5e362-9c4b-4825-8877-debb82332bb0.html
Tenderdocuments89124.pdf
Tendernotice_1 (8).pdf

Unlock Full AI Tender Summary

Get instant access to the complete AI-generated analysis — scope, eligibility, timeline & more.

Instant Access Secure Free
Your details are secure and used only for document delivery.

Tender Timeline

Sep 18, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 01, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 5 days
Oct 01, 2026
18:00 IST

Corrigendum-2 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 5 days
Oct 05, 2026
18:00 IST

Corrigendum-3 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 9 days
Oct 05, 2026
18:00 IST

Corrigendum-4 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 9 days
Oct 05, 2026
18:00 IST

Corrigendum-5 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 9 days
Oct 05, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 9 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_882830.xls

html

d0c5e362-9c4b-4825-8877-debb82332bb0.html

pdf

Tenderdocuments89124.pdf

pdf

Tendernotice_1 (8).pdf

Disclaimer

We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender

TenderDetail
Loading tenders