Tender For Addition / Alteration And Special Repair To Building Nos Z-17, Z-18, Z-19 And R-3 At Rs Colaba, Mumbai
Tender Value
22.97 Crore
Estimated cost
Bid Submission
03 Aug 2026
28 days left
EMD
14.73 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mumbai → Maharashtra
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Addition / Alteration And Special Repair To Building Nos Z-17, Z-18, Z-19 And R-3 At Rs Colaba, Mumbai
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish without damaging the structure & cleaning and disposal of debris out side the MoD Land etc complete all as specified and directed by Engineer-in-Charge. |
| 2 | Material and labour for 10mm thick sand faced plastering on external surfaces using factory-manufactured pre-mix or ready-mix mortar as the setting coat. The plaster shall include the addition of WP Ultra Tech WP+200 (or an equivalent product) at a rate of 200ml per bag of mortar. This treatment applies to bricks or concrete surfaces with a recrene finish, also providing and applying dubbing coat using the forced application (guniting) method, with an average thickness of 20mm thick plaster, made from ready-mix pre-packed proportioned dry mix mortar blended with polypropylene (PP) fiber, and mixed with liquid water proofing compound. This treatment is for non fair faces of brick walls or concrete surfaces, including external surfaces. The work includes transporting materials, mixing, curing and other related activities, as per the specifications complete all as specified and directed by Engineer-in-Charge. |
| 3 | M&L for applying 12 mm thick internal plaster in ready mix cement plaster with fair finish at all heights and locations in one coat for masonry (except stone masonry) and concrete surfaces including racking out joints, hacking of concrete surface, watering, finishing, curing, scaffolding etc. complete all as specified and directed by Engineer-in-Charge. |
| 4 | M&L for applying 10 mm thick Ceiling plaster in ready mix cement plaster with fair finish at all heights and locations in one coat for masonry (except stone masonry) and concrete surfaces including racking out joints, hacking of concrete surface, watering, finishing, curing, scaffolding etc. complete all as specified and directed by Engineer-in-Charge. |
| 5 | Demolition of existing treatment of roof any type and preparing the surface by cleaning the concrete surface with wire brush and high pressure water jet and ensure that it is free of dust, oil, grease, loose particles vegetation roots and disposal of debris out side the MoD Land etc complete all as specified and directed by Engineer-in-Charge |
| 6 | Material and labour for Plain cement concrete 1:2:4 type B-0 (using 12.5mm graded crushed stone aggregate) mixed with liquid water proofing compound and 1:30 slope to be maintained complete all as specified and directed by Engineer-in-Charge.Note:- WPC will be measured and paid separately |
| 7 | Supply only Liquid water proofing compound.(ISI Marked) complete all as specified and directed by Engineer-in-Charge. |
| 8 | Material and labour for 10mm thick rendering in CM 1:4 mixed with liquid water proofing compound on fair faces of brick work or on concrete surfaces complete all as specified and directed by Engineer-in-Charge.Note:- WPC will be measured and paid separately |
| 9 | (i) M&L for preparation of newly plastered/RCC surface and making the surface completely dry and applying bitumen primer @ 0.30 ltr per sqm.(ii) Applying APP based polymeric membrane having minimum weight of 3kg/Sqm and minimum 3mm thick reinforced with polyester non woven fabric ( weight not less than 150gms/sqm) over bituminous primer surface by torching complete all as specified and directed by Engineer-in-Charge. |
| 10 | M&L for Cement concrete 1:2:4 type B-1 ( 20 mm graded crushed stone aggregate) as in coping, roof padding, in roof kerb or mud stops, water troughs and like including weathering, slightly rounded or chamfered angle and throating with necessary formwork complete all as specified and directed by Engineer-in-Charge. |
| 11 | M&L for plain cement concrete tiles 25cm x 25cm x 22 mm thick with grey cement and no pigment machine pressed, set jointed and pointed in neat cement slurry in roofs, including 15 mm thick screed bed or bedding layer for laying tiles in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 12 | Removal of existing affected, distressed, loose cover concrete including loose damaged concrete from all structural members up to beyond the corroded steel reinforcements to a depth of 10 mm minimum behind the reinforcement only at affected concrete (Good & sound concrete should not be chipped / damaged) by chipping / hacking with chisel and hammer or by mechanical means like light weight chisel hammer, etc. for all height as per Technical Specification without causing detrimental effect to any part of the structure and removal and disposal of debris at designated location including all material, labour, tools, plant and machineries, lead & lifts etc. complete all as specified and directed by Engineer-in-Charge. |
| 13 | Jacketing the existing column of size as shown at site by removing the concrete cover to reinforcement by chipping or other suitable means to expose the reinforcement of existing column in order to make available the same for binding the extra reinforcement as shown in the drawing and also removal of rust, scales of the reinforcement in order to provide and apply approved make of epoxy resin to get proper bond with newly laid M-35 grade concrete. The aforesaid concrete shall be laid by the sides of the existing column with uniform thickness of 115 mm or as specified, for jacketing purposes thereby increasing the sectional dimensions by 150 mm or as specified (excluding finishing) at any height with requisite shuttering, centering, scaffolding, propping, repairing the existing surface as specified and also removal of debris, curing etc. complete as per design and drawing etc.complete all as specified and directed by Engineer-in-Charge.Note :- Reinforcement will be measured and paid separately under respective item of schedule. |
| 14 | Cleaning of rust / scales / corrosion from reinforcement bars, should be carried out using acid based rust remover, having a combination of acid based material, corrosion inhibitors and dispersing agents, Reebakleens RR of Fosroc or equivalent having Specific Gravity 1.16 - 1.22 @ 25°C. The material to be applied to the rusted metal bar for a complete wetting of rusted metal surface, using brush and leaving it to react for 16-24 hours. & washing surface with fresh water as required to exposed reinforcement bar including labour, tools, plant and machineries complete as per detail specification complete all as specified and directed by Engineer-in-Charge. The mode of measurement will be for the concrete area prepared. |
| 15 | Providing & applying inhibition coats/system to exposed reinforcement bars & also new bars, after cleaning & removing scales and rust completely, Nitozinc Primer of Fosroc or equivalent, two component epoxy zincrich primer based on metallic zinc and epoxy resin which on mixing gives a grey coloured liquid Anti corrosive coat containing Active 'Zinc-rich' system which combats corrosion by electro chemical means. The zinc rich primer shall have specific gravity of 1.75, DFT-40 microns/coat, Fully dry/Recoatable- 45 minutes to 1 hour, it shall be applied at 40 microns dry film thickness. Typical application includes surface preparations by cleaning steel surface to a bright condition paying particular attention to the back of exposed steel bars, mixed two components slow speed heavy duty drill fitted with a paddle mixer, applying unbroken coat with suitable brush and allow to dry, after 30 mins apply second coat to ensure complete cover to exposed steel/ rebar etc. complete as approved by Engineer-in-Charge shall be used as per manufacturer’s specification in two coats including all labours, tools and machineries, plants, necessary surface preparation and necessary protection after and during work. The mode of measurement will be for the concrete area prepared. |
| 16 | Repairs to the deteriorated / damaged areas of RCC elements in the structure shall be carried out by using powder Polymer Modified repair mortar. The polymer modified mortar is applied when the epoxy bonding coat is still tacky. In one application 25 mm thickness shall be built. Subsequent layer shall be built with one bond coat of Polymer modified cement slurry. The polymer modified repair mortar shall be mixed, applied and cured as per technical specification complete all as specified and directed by Engineer-in-Charge. |
| 17 | Providing and applying Fosroc Nitobond EP bonding agent or of any other make which shall be a solvent free epoxy based two component resin system. The bonding agent shall be applied by brush & should remain in tacky state after application for a minimum period of 5-6 hrs at 20 degree C & 2-3 hrs at 30 degree C. The product shall achieve 50 N/mm2 compressive strength, 20 N/mm2 tensile strength, 35 N/mm2 flexural strength and 10 N/mm2 shear strength as per BS 6319 standards. The adhesive bond to the concrete substrate shall exceed the tensile strength of the host concrete etc. complete all as specified and directed by Engineer-in-Charge.Note:The new repair mortar/concrete should be applied within overlay time of epoxy bonding agent mentioned as per manufacturer's data sheets. |
| 18 | Providing, drilling holes and placing PVC based min 75mm depth nozzles at spacing of 200 to 500mm center to center spacing depending on porosity of substrate , fixing nozzle with Rendeorc Plug and injecting material Fosroc Cebex® 100, a chloride-free, plasticised expanding grout admixture in powder form, dosed at 225 gm per 50 kg cement, for use in bed grouting, duct grouting, and non-shrink infilling. Ensures high fluidity at low water/cement ratio, up to 4% expansion (ASTM C827), improved durability, and early strength without altering setting time. Compatible with OPC (not High Alumina Cement), applied within 20 minutes of mixing. Approx yield: 36–57 litres per 50 kg cement based on mix. seal the cracks with Rendeorc Plug after Injecting grout, use PPE; avoid skin/eye contact and dust inhalation complete all as specified and directed by Engineer-in-Charge. |
| 19 | Drilling holes into existing concrete substrate for anchoring of new anchoring rebars with 8 mm dia shear connectors at 0.35-0.4 m c/c (6 to 8 Nos/Sqm) as per drawing and for additional rebar provision in repair area and fixing with Styrene Free Vinyl Ester-Resin based chemical anchor grout Lokfix E45T of Fosroc make or equivalent. Drilling hole of diameter 4 mm larger to rebar dia drilling depth: min 10 times the rebar dia including cleaning, cutting, fabricating, chemical, tools, tackles etc. completed as directed by EIC. The chemical should have ETA approval for Diamond Drilling, LEED Compliant VOC Level, Seismic C1 & C2 testing as part of EAD 330499-01-0601.Lokfix E45T possess following properties Compressive Strength -100 MPa, Flexural Strength - 15 Mpa, Shore D Hardness-90, Thermal Conductivity - 0.65W/m.K. including all labours, tools and machineries, plants, necessary surface preparation and necessary protection after and during work. Measurement shall be made per number of shear connectors installed. Steel shall be measured and paid separately as catered in subsequent items complete all as specified and directed by Engineer-in-Charge. |
| 20 | M&L for Replacing Existing / Additional Reinforcement complete all as specified and directed by Engineer-in-Charge. As mentioned here-in-below:- |
| 21 | Corrosion Resistant Steel (CRS) for Columns (400 kg/m^3) for jacketing complete all as specified and directed by Engineer-in-Charge. |
| 22 | S&F Corrosion Resistant Steel (CRS) for slab and other structural surfaces complete all as specified and directed by Engineer-in-Charge. Note: Reinforcement cosidered as 80 kg/ sq.M considering Approx 25 beams may need reinforcement however the qty may vary at site as directed by Engineer-in-Charge. |
| 23 | S&F Corrosion Resistant Steel (CRS) for side wall complete all as specified and directed by Engineer-in-Charge.Note:- Reinforcement cosidered as 80 kg/ sq.M considering 120 beams may need reinforcement in Replacement however the qty may vary at site as directed by Engineer-in-Charge. |
| 24 | Demolition of R.C.C. work manually by mechanical means including stacking of steel bars and disposal of unserviceable material out side the MoD Land etc complete all as specified and directed by Engineer-in-Charge as under :- (a) Cupboard boxes (b) Balcony parapet wall (c) Stair case parapet wall (d) Chajjas-Window and other rubbish as per site requirement. |
| 25 | M & L for providing and casting in position a micro cement concrete mix of Grade M-35 made with clean sharp aggregates 10 mm down along with addition of Non shrink admixture including transporting, mixing, laying, curing, etc including S&F of formwork complete all as specified and directed by Engineer-in-Charge. |
| 26 | Demolition of brick work in lime or cement mortar including plaster, paint, etc. manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material, disposal of debris out side the MoD Land etc complete all as specified and directed by Engineer-in-Charge |
| 27 | M&L for Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level upto floor five level in all shapes and sizes in Cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 28 | M&L for repairing to the existing RCC structural members (vertical or horizontal) using ready mix Micro Concrete of approved brand where the thickness of repair is more than 30 mm and upto 115 mm It can be used for carrying out extensive repairs to beams, columns and other structural elements, repairing of structural members subjected to repetitive loading & for Jacketing of beams, columns and other structural elements for strengthening including supply and fixing of form work complete all as specified and directed by Engineer-in-Charge. Note:- Bond coat application to be measured and paid separately. |
| 29 | Providing & Fixing wired mesh/wired fabric (12.5mm x 24 SWG) as required over junctions of concrete & brick / block masonry or any other specified location at all heights including minimum 200mm overlap at all joints / junction prior to plastering, drilling, nailing etc. complete as directed By Engineer-in-Charge. |
| 30 | Material & Labour for applying Two 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 complete all as specified and directed by Engineer-in-Charge. Make- Asian Paint Apex Ultima Protek, Berger long life 10, Dulux wheather shield Powerflex |
| 31 | M&L for preparation of newly plastered surface of ceiling and applying three coats of white wash complete all as specified and directed by Engineer-in-Charge. |
| 32 | M&L for preparation of old surfaces of ceiling and applying two coats of white wash complete all as specified and directed by Engineer-in-Charge. |
| 33 | M&L for preparing newly plastered surface of wall and applying two coats of premium quality interior acrylic emulsion paint over a coat of wall priming paint and over 1mm thick wall care putty incl necessary scaffolding complete all as specified and directed by Engineer-in-Charge. Make Asian paint Royale Luxury Emulsion ,Berger Silk Glamour, Duluxe Valvet Touch Diamond Glo. |
| 34 | M&L for complete removal of existing treatment from wall surfaces by scrapping, washing & applying two coats of premium quality interior acylic emulsion paint over a coat of wall priming paint and over 1mm thick wall care putty on plastered surface and filling the surface imperfections such as holes, dirt, fine cracks all complete including preparation of surfaces complete all as specified and directed by Engineer-in-Charge.Make Asian paint Royale Luxury Emulsion, Berger Silk Glamour, Duluxe Valvet Touch Diamond Glo. |
| 35 | Writing letter or figures n exc 30 cm high (Block, Roman, Italic or Indian) by synthetic enamel paint complete all as specified and directed by Engineer-in-Charge. |
| 36 | Dismantling of MS grill and MS steel door of any description and position etc complete all as specified and directed by Engineer-in-Charge. |
| 37 | M&L for fabrication of framed work as MS grills with ends of bars shouldered and or riveted or forged into spikes, framed guard bars barred iron doors, ladders framed balusters, walk ways, railings, framework of water tanks and similar work conform to Fe 290 Gde-E-165 & fixed in position complete all as specified and directed by Engineer-in-Charge. |
| 38 | S&F for in repair MS plain black sheet 1mm thick for covering to door shutters, covering to door chowkhats (frames), chullah hood, water tanks, water troughs, ducts, cut to size edges bedded if directed, holes punched, including round headed screws, clouts nails or rivets and fixed to wood or steel members, etc with plain 40mm lap joints or welded/rivetted seams including, turning up mitred angles, stopped ends, outlet etc fixed complete all as specified and directed by Engineer-in-Charge. |
| 39 | M&L for Welding in repairs n.exc 2.5 cm in length thickness of metal to be welded Exc. 6mm but n.exc 9 mm complete all as specified and directed by Engineer-in-Charge. |
| 40 | M&L for Preparation of new or previously untreated surfaces of steel or steel based materials of any description not other wise described, over 10cm width or girth and applying one coat of red oxide primer and two coats of Polyurethane paint (PU) complete all as specified and directed by Engineer-in-Charge. |
| 41 | M&L for preparation of old painted surfaces of steel or steel based materials of any description not other wise described, over 10cm width or girth and applying two coat of Polyurethane paint (PU) complete all as specified and directed by Engineer-in-Charge. |
| 42 | M&L in repairs anodised aluminium sheeting 22 gauge thick fixed as in crumple section including necessary scaffolding complete all as specified and directed by Engineer-in-Charge. |
| 43 | Demolition of cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engineer-in-Charge. |
| 44 | M&L cement concrete 1:5:10 type E2 type with 40mm graded stone coarse aggregate in sunken floor complete all as specified and directed by Engineer-in-Charge. |
| 45 | Treatment of sunken floor slab comprises of the following specifications and all as specified and directed by Engineer-in-Charge as follows.(i) Material and labour for cleaning of the sunken /lowered portion of the RCC slab surface (including vertical total depth plus skirting height) of floors by wire brush, chiseling out any mortar sticking to the surface and brooming / washing completely. 40 mm avg thickness PCC 1:2:4 type B-0 using 12.5 mm graded aggregate as in padding concrete to achieve proper slope including 50 mm dia 350 mm long medium grade GI pipe spouts with wire gauge on inside mouth to be fixed.(ii) Rendering to uneven surfaces with 10 mm thick using factory manufactured pre mix / ready mix mortar addition and including liquid WPC of UltraTech WP+ 200 or other equivalent @ 200ml per bag of mortar fill it with water and check dampness and seepage. where dampness and seepage noticed nozzles shall be fixed and grouting carried out. (iii) All junctions points of side walls where CI/GI pipes are passing through shall be sealed with epoxy putty. (iv) After drying putty wash the slab and sides of sunken portion with water and make it clean and clear (v) Material and labour for applying two coat of polymer modified cementitious water proofing coating as per manufactures instructions to bottom and vertical sides up to finished floor level +100 mm height. The thickness of two layer shall be 1 mm. When the second layer is still sticky, coarse sand spry shall be carried out or vertical and bottom surface of the sunken portion all as specified and directed. (vi) Plaster the bottom and sides up to bottom of the skirting with minimum 20 mm thick using factory manufactured pre mix / ready mix mortar addition and including WPC of UltraTech WP+ 200 or other equivalent. @ 200ml per bag of mortar including rounding of corners and junctions sloping towards spout. Note: Test the water proofed area (ponding test) by filling water for atleast 72 hours and tested for leakage seepage and to the entire satisfaction of GE . Test shall be done in presence of reps of PMG and record for each sunken slab shall be maintained. The treatment shall be carried out by authorised applicators of chemicals. (vii) All pipes laid in sunken portion shall be covered with 50 mm thick PCC 1:3:6 all around after painting with anticorrosive black Japan paint (viii) Height up to and including 14th floor |
| 46 | M&L for CI Floor trap dia of outlet 75mm with CP grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) complete all as specified and directed by Engineer-in-Charge. |
| 47 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), including disposal of debris out side the MoD land etc. complete all as specified and directed by Engineer-in-charge. |
| 48 | M&L non skid coloured ceramic tiles 300 x 300 x 6 to 7mm thick, as in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including bedding layer of 20mm thick in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 49 | M&L Coloured glazed ceramic tiles, size 300x600 x 6-7 mm thick on vertical surfaces set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade over and including backing layer of 10mm thick in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 50 | Roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust, etc complete all as specified and directed by Engineer-in-Charge. |
| 51 | M&L for Brushing neat cement slurry with 3.0kg of cement per sq. metre complete all as specified and directed by Engineer-in-Charge. |
| 52 | M&L for double charged Vitrified tiles 600 x 600 x 7 to 8 mm thick , in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match including bedding layer of mortar 20mm thick in cement mortar 1:6 for laying floor finishes complete all as specified and directed by Engineer-in-Charge. |
| 53 | All as per item No 49 above but as in skirting over & incl backing layer of 10mm thick in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 54 | M&L machine cut Kota stone (greenish colour, mirror polished) slab flooring, 18-20 mm thick over cement screed bed laid and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and mirror polishing, over & including 20mm thick screed bed in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 55 | All as per item No 51 above but as in skirting over & including backing layer of 10mm thick in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 56 | Dismantling of Stone slabs and tiles laid bedded and pointing in any mortar of any description or thickness in floors, aprons skirting/dado etc complete all as specified and directed by Engineer-in-Charge. |
| 57 | M&L for machine cut Kota stone (greenish colour, pre polished) slab in one piece as in staircase treads flooring 18-20 mm thick over 15mm thick cement screed bed in cement mortar 1:6 and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing, polishing and necessary bull nosing complete all as specified and directed by Engineer-in-Charge. |
| 58 | All as per item No 54 above but as in riser (should be one piece) over & including 10mm thick rendering in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 59 | M&L for polishing of old / existing kota stone flooring complete all as specified and directed by Engineer-in-Charge. |
| 60 | M&L machine cut granite (of any type) slab 18 to 20mm thick as in like kitchen platform etc, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone over 10 mm thick in cement mortar 1:4 including grinding, polishing and making necessary hole for gas pipe complete all as specified and directed by Engineer-in-Charge. |
| 61 | S&F for single piece length of pre polished machine cut kota stone as in jambs/cills of windows 18-20 mm thick laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab over 15 mm thick in cement mortar 1:4 including rubbing and mirror polishing and necessary bull nosing complete all as specified and directed by Engineer-in-Charge.Note : Kota stone single piece of Cill will be fixed in two steps. |
| 62 | Extra for M&L for two Nos grooves 2x2mm over stair case treads complete all as specified and directed by Engineer-in-Charge. |
| 63 | Cutting chases, pinning in, making good to facing where required and pointing in cement mortar 1:3 to ends or edges of shelves etc, and making good, cutting n exc 10 cm girth in brick walls complete all as specified and directed by Engineer-in-Charge. |
| 64 | S&F in repairs sink with drainage board, made of stainless steel 1mm thick kitchen or laboratory with plugs, washers and wastes coupling fitting, including beading in cement mortar to dwarf wall or including fixing cantilever brackets and connecting union to pipe overall size 915mm x 460mm bowl size 410mm x 330mm x 160mm complete all as specified and directed by Engineer-in-Charge. |
| 65 | S&F in repairs vitreous china ware wash hand basin white, flat back, size 550 x 400 mm size (flat back or angle back type) including cutting for and pinning ends of brackets or erecting stand complete all as specified and directed by Engineer-in-Charge. |
| 66 | S&F 32 mm dia Waste fittings, brass chromium plated suitable for glazed ware sinks, wash 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 directed by Engineer-in-Charge. |
| 67 | S&F in repair pillar tap 15mm bore, cast copper alloy fancy type chromium plated, screwed down, high pressure, screwed both ends for iron pipe or for unions and fixed complete all as specified and directed by Engineer-in-Charge. |
| 68 | S&F 40mm dia high density polyethylene pipes (HDPE) of pressure rating 6 kgf/sqcm of fixed to wall, floors for drain out the waste water from Kitchen Sink, WHB etc complete all as specified and directed by Engineer-in-Charge. |
| 69 | M&L in repair vitreous china wash down water closet pedestal pattern white (excluding fixing bolts, flushing cistern and flush pipe) with 'P' or 'S' trap and complete all as specified and directed by Engineer-in-Charge. |
| 70 | Supply only Plastic water closet seat cover, closed pattern with flat bottom, and cover and mild steel chromium plated or aluminium anodised hinges device complete all as specified and directed by Engineer-in-Charge. |
| 71 | S&F in repair PVC valveless, syphonic action type, flushing cistern, low level, white 10 ltr capacity with inlet, ball valve, float and handle including brackets and polyethylene flush pipe complete all as specified and directed by Engineer-in-Charge. |
| 72 | S&F chromium plated telephonic health faucet shower with flexible tube of stainless steel, 1.0 Mtr long & hook, multi flow 15mm dia for iron pipe or for brass ferrule complete all as specified and directed by Engineer-in-Charge. |
| 73 | S&F chromium plated 20mm dia, D type, 60cm long tubular towel rail complete all as specified and directed by Engineer-in-Charge. |
| 74 | S&F chromium plated towel ring complete all as specified and directed by Engineer-in-Charge. |
| 75 | S&F in repair PVC connection 15mm size with PTMT nuts of length 450mm complete all as specified and directed by Engineer-in-Charge. |
| 76 | S&F 600 mm x 450 mm bevelled edge mirror of selected quality glass decorative type, mounted on 6 mm thick BWP grade plywood with glass self fixed to wooden plugs with CP brass screws and cup washers complete all as specified and directed by Engineer-in-Charge. |
| 77 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engineer-in-Charge. |
| 78 | Demolition of brickwork built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc complete all as specified and directed by Engineer-in-Charge. |
| 79 | M&L brick work with sub class B bricks straight or curved on plan exc. 6m mean radius, built in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 80 | M&L for brick work with sub class B bricks straight or curved on plan to any radius in half brick thick walls, built in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 81 | M&L for Plain cement concrete 1:2:4 type B-0 (using 12.5mm graded crushed stone aggregate) as in roof kerbs, or mud stops, levelling coarse of roof, rounded of chamfered on edge, average thickness not exceeding 75mm complete all as specified and directed by Engineer-in-Charge. |
| 82 | S&F for in repair 25mm dia stainless steel curtain rod thickness not less than 1.0mm are made of SS-304 with a perfect glossy mirror finish as approved complete all as specified and directed by Engineer-in-Charge. |
| 83 | S&F for in repair stainless steel fancy types domes cum brackets suitable for 25 mm dia curtain rod as approved and fixed to both ends with the curtain rod etc complete all as specified and directed by Engineer-in-Charge. |
| 84 | Taking down chowkhats or frames exc 1.5 sqm but n exc 4 sq. m each complete all as specified and directed by Engineer-in-Charge. |
| 85 | Taking down chowkhats with shutter (without taking shutter from the frame) not exc 1.5 sqm each complete all as specified and directed by Engineer-in-Charge. |
| 86 | Taking down chowkhats with shutter (without taking shutter from the frame) exc 1.5 sqm each but not exc 4 Sqm each complete all as specified and directed by Engineer-in-Charge. |
| 87 | Taking down shutters of any description exc 1 sqm and n exc 2 sqm each complete all as specified and directed by Engineer-in-Charge. |
| 88 | S&F 2nd class hard wood plain, solid, straight chowkhats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints complete all as specified and directed by Engineer-in-Charge. |
| 89 | M & L preparing surfaces of wood and wood based materials, and treating back of chowkhats with tar or coal tar black paint complete all as specified and directed by Engineer-in-Charge. |
| 90 | M & L preparing surfaces of steel and iron work, and treating small articles such as holdfast with tar or coal tar black paint complete all as specified and directed by Engineer-in-Charge. |
| 91 | S&F mild steel hold fasts, wall ties and similar small articles conforming to Fe 290 Gde E-165 complete all as specified and directed by Engineer-in-Charge. |
| 92 | M & L cutting holes in brick /stone walls in cement mortar exc half & n.exc. One brick depth of embedded portion of hold fast and making good in cement concrete 1:2:4 type B1 or in cement mortar 1:3 and finished surfaces even and smooth complete all as specified and directed by Engineer-in-Charge. |
| 93 | S&F powder coated anodised aluminium frame/track or shutters of weight n.less than 1.3 Kg/Rm for aluminium section for windows, ventilators etc. with one or more rebates including joining cleat for fixing etc. fixed or sliding type/louvered window or ventilator without sash bar, aluminium including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws and locking arrangement etc complete all as specified and directed by Engineer-in-Charge. |
| 94 | M&L aluminium anodised powder coated grill with suitable aluminium anodised frame section manufactured by M/S Deco grill pattern DG-102 (aperture 80 x66 mm) complete all as specified and directed by Engineer-in-Charge |
| 95 | S&F aluminium alloy wire mesh 0.45 mm nominal dia of wire and average width of aperture 1.4 mm fixed with aluminium wire staples to aluminium shutters complete all as specified and directed by Engineer-in-Charge. |
| 96 | S&F 5mm thick float glass pin headed type and glazing with aluminium and neoprene beads in square not exc 0.5 sqm in each pane complete all as specified and directed by Engineer-in-Charge. |
| 97 | S&F 5mm thick float plain sheet glass and glazing with aluminium and neoprene beads in square n. exc 0.5 sqm in each pane complete all as specified and directed by Engineer-in-Charge. |
| 98 | Supply and fixing 35mm thick factory made moulded PVC door shutter with 2, 4 or 6 raised panel design consisting of solid core single leaf flush shutter of 30mm thickness, lipped with 15mm (5mmx3) thick on one stiles and top rails & 10mm (5mm x 2) thick on other rail stiles and bottom rails, front face laminated with 2mm thick prelaminated or walnut colour PVC sheet in moulded design with 2, 4 or 6 raised panel and 2mm thick prelaminated or walnut colour PVC sheet on other side. PVC sheet having density 600kg/Cbm and should be termite proof, water proof & fire proof and fixing with the frame at site as per manufacturer specification and complete all as specified and directed by Engineer-in-Charge. |
| 99 | Supply and fixing PVC door frame of size 100mm x 45mm with a wall thickness of 5mm, made out of extruded 5mm prelaminated PVC sheet of density 600kg/Cbm, meter cut at two corners and jointed with 4 Nos of 150mm long brackets of 15x15mm MS square tube. The two vertical door frame to be reinforced with 40x20mm MS tube of 19 gauge through out the frame and fixing in opening as per manufacturer instruction and complete all as specified and directed by Engineer-in-Charge. |
| 100 | S&F 35mm thick second class hard wood factory made plain framed panelled shutters (two panes) with lock rail and panel of 9mm BWP commercial ply or 12mm veneered particle board medium density with commercial veneering both face. The size of rail shall be as per IS 1003 (Part-I) kiln seasoned and chemically pressure treated complete all as specified and directed by Engineer-in-Charge. |
| 101 | S & F 35 mm thick factory made flush shutters, solid core construction with block board core and plywood face panels, decorative face Veneers on both side complete all as specified and directed by Engineer-in-Charge. |
| 102 | S & F 25 mm thick factory made flush shutters, solid core construction with block board core and plywood face panels, decorative face Veneers on both side complete all as specified and directed by Engineer-in-Charge. |
| 103 | S&F Second class hard wood factory made glazed and skeleton shutters 35 mm thick, open rebated and prepared to receive glass, gauze etc (without sash bars), edge of framing plain chamfered of rounded, fitted with cut and mitred beads for securing glass etc. size of members of shutters shall be as specified in SSR Part I, section 8.20 (a) complete all as specified and directed by Engineer-in-Charge. |
| 104 | S&F for in repair 18/19mm thick prelaminated particle board, exterior grade, prelaminated both sides with decorative choice laminations, fixed with screws to timber frame work including 18/19mm wide and 6mm thick external teak wood lipping fixed with nails and glue to board as in cup board shutter, CB shelves and kitchen cabinet etc like similar work complete all as specified and directed by Engineer-in-Charge. |
| 105 | Material and Labour for fixed in repairs Aluminium alloy wire cloth, 0.45mm nominal dia of wire and average width of aperture 1.40mm and fixed with aluminium wire staples or wooden / Aluminium beading complete all as specified and directed by Engineer-in-Charge. |
| 106 | S&F 100mm size stainless steel butt hinges (ISI Marked) complete all as specified and directed by Engineer-in-Charge.Note: Each door shutter shall be fixed with 04 Nos SS hinges. |
| 107 | All as per Item No 103 above but fixed in repairs. |
| 108 | S&F extruded aluminium alloy handles 125mm size, fabricated 'D' type, anodised complete all as specified and directed by Engineer-in-Charge. |
| 109 | All as per item No 105 above but fixed in repair complete all as specified and directed by Engineer-in-Charge. |
| 110 | S&F Aluminium, anodised, barrel tower bolts 150mm size of extruded section and fixed complete all as specified and directed by Engineer-in-Charge. |
| 111 | All as per item No 107 above but fixed in repair complete all as specified and directed by Engineer-in-Charge. |
| 112 | S&F Aluminium alloy, anodised, sliding door bolt 300mm size with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminium alloy complete all as specified and directed by Engineer-in-Charge. |
| 113 | All as per item No 109 above but fixed in repair complete all as specified and directed by Engineer-in-Charge. |
| 114 | S&F Floor door stopper of Aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor, overall length of cover plate 140 mm complete all as specified and directed by Engineer-in-Charge. |
| 115 | All as per item No 111 above but fixed in repair complete all as specified and directed by Engineer-in-Charge. |
| 116 | S&F magic eye fancy type of brass for door including drilling cutting of holes and making good complete all as specified and directed by Engineer-in-Charge. |
| 117 | S&F magnetic door catcher including letting in and fixed complete all as specified and directed by Engineer-in-Charge. |
| 118 | S&F Continuous (piano) hinges, mild steel, bright finish or electro galvanised, width of flaps when open in 30mm complete all as specified and directed by Engineer-in-Charge. |
| 119 | S&F 125mm size hasp and staple safety type, aluminium anodised including bolt to hinge plate and fixed with screws complete all as specified and directed by Engineer-in-Charge. |
| 120 | M&L for Preparation of new or previously untreated surfaces of wood or wood based materials of any description not other wise described, over 10cm width or girth and applying one coat of pink primer and two coat of synthetic enamel paint, complete all as specified and directed by Engineer-in-Charge. |
| 121 | M&L for preparation of old painted surfaces of wood or wood based materials of any description not other wise described, over 10cm width or girth and applying two coat of synthetic enamel paint, complete all as specified and directed by Engineer-in-Charge. |
| 122 | S&F of 18 mm thick Rajshri Celuka ply of Plain color fixed with screws, solvent cement/ adhesive to make kitchen cabinet sides top and bottom and shelves inside the cabinets complete as per specifications and as directed by Engineer-in-Charge. (Make- Rajshri Plastiwood). |
| 123 | S&F of 18 mm thick Rajshri Celuka ply of one side Prelam/Rigidlam and other side plain white colour to make kitchen cabinet Shutter/ drawer Front shutters in double panel complete as per specifications and as directed by Engineer-in-Charge. |
| 124 | S&F of stainless steel handles 100 mm size complete as per specifications and as directed by the Engineer-in-Charge. |
| 125 | S&F 40mm bore GI pipe medium gde with all fitting fixed in to walls and ceilings or laid in floors as sleeve/spout incl necessary making hole in wall/floor complete all as specified and directed by Engineer-in-Charge. |
| 126 | Taking down CI soil/waste/vent/rain water pipes including all fittings like shoes bends swan necks etc of any dia complete all as specified and directed by Engineer-in-Charge. |
| 127 | S&F 110 mm bore PVC (SWR) Pipes, class 'B' type ISI marked conforming to IS-13592 single socket in any length with rubber ring joints fixed to walls as per CE (Navy) Mumbai TD No :TD/2023/01, Sheet No. 1/3 to 3/3 complete all as specified and directed by Engineer-in-Charge |
| 128 | S&F 110mm bore PVC (SWR) bends (any radius) complete all as specified and directed by Engineer-in-Charge. |
| 129 | S&F 110mm bore PVC (SWR) branch piece single (single Y/T) equal or unequal complete all as specified and directed by Engineer-in-Charge. |
| 130 | S&F 75 mm bore PVC (SWR) Pipes, class 'B' type ISI marked conforming to IS-13592 single socket in any length with rubber ring joints complete all as specified and directed by Engineer-in-Charge. |
| 131 | S&F PVC (SWR) 75 mm bore junction single 'T' or 'Y' (equal or unequal) complete all as specified and directed by Engineer-in-Charge. |
| 132 | Taking down PVC rain water pipes including all fittings like shoes bends swan necks etc of any dia complete all as specified and directed by Engineer-in-Charge. |
| 133 | S&F PVC (SWR) pipes, class 'B' type ISI marked conforming to IS-13592,of 160mm bore single socketed in any length with rubber ring joints complete all as specified and directed by Engineer-in-Charge. |
| 134 | S&F PVC (SWR) bends (any radius) for rain water pipes 160 mm bore diminishing pieces or tapers on walls complete all as specified and directed by Engineer-in-Charge. |
| 135 | S&F PVC covers to MS railings of stair case hand rail complete all as specified and directed by Engineer-in-Charge. |
| 136 | S&F for stainless steel cloth hanger peg set of 6 of premium quality fixed with CP brass screws complete all as specified and directed by Engineer-in-Charge. |
| 137 | Supply and fixing of 04 pieces pulley operated Cloths Drying system casting of Aluminium pipe of outer dia 22 mm inner dia 19.8 mm and channel pair of length 2.50 mtr with pulley made up of Devil mounted and fixed with self tapping screw. Rope will be HDPE double core of 4 mm with rope Guide at locking system to hide rope. Channel to be dia of minimum weight of pipe shall not be less than 0.20 kg/Rm and maximum weight of pipe in one unit not less than 2 kg. Weight of rope shall be not less than the 550 gms / mtrs. |
| 138 | S&F in repair stainless steel kitchen plate rack made out of 0.63mm thick sheet of size 30\\" x 36\\" x 9\\" of approved pattern & make and weight not less than 8.0 Kg each fixed to wall with CP brass screws complete all as specified and directed by Engineer-in-Charge. |
| 139 | S&F for number plate made out of 3mm thick acrylic sheet and size 100mm x 180mm including written 3 numeric letter height not less than 65mm (colour, design & pattern as approved by EIC) fixed with CP brass screws complete all as specified and directed by Engineer-in-Charge. |
| 140 | S&F prefabricated cast iron work grade FG 150, unmachined in brackets, gully traps, gratings, railing, frames, manhole covers, fire and soot doors. dampers, stop valve boxes, balusters and similar works (weight of each articles exceeding 5 kg) complete all as specified and directed by Engineer-in-Charge. |
| 141 | M&L for Excavation over areas in soft/loose soil and getting out complete all as specified and directed by Engineer-in-Charge. |
| 142 | M&L Hard core of gauge n.exc 63mm deposited spread and levelled in layers n.exe 15 cm thick watered and rammed to a true surface complete all as specified and directed by Engineer-in-Charge. |
| 143 | M&L for 100mm thick PCC 1:3:6 type C2 ( using 40mm graded crushed stone aggregate) as in sub base to floors, pavements etc complete all as specified and directed by Engineer-in-Charge. |
| 144 | M&L for cement concrete colour interlocking tiles 60 mm thick having glossy finish/(colour and pattern approved by GE) strength not less than 350 Kg/Sq CM laid over and including 50 mm thick dry sand cushioning and void filled with dry and compact, including compaction by means of surface vibrator, complete all as specified and directed by Engineer-in-Charge. |
| 145 | Taking down of existing FRP chajja 60cm to 120cm wide and refixing after repair work with and including through fastener of adequate size as approved by GE complete all as specified and directed by Engineer-in-Charge. |
| 146 | M & L for providing & fixing of factory made Fiber glass Reinforced Plastic (FRP) \\"chajja\\"- 4mm thick of \\"fibreways\\" brand in required colour, size and design made by Resin Transfer Moulding (RTM) Machine Technology available with laminated single piece, having smooth gradual slope curvature for easy drainage of water and duly reinforced by 2 Nos vertically and 1 No horizontally 50x2mm thick MS Flat with 12mm in built hole for grouting on the existing wall along with the 50mm flanges duly inserted and sealed in the wall complete in one single piece casted monolithically including all necessary fittings. Molded with unsaturated Polyester resin as per IS: 6746 duly reinforced with fiber glass chopped strand mat (CSM) as per IS: 11551. Available with protective gel coat U/V coating on top for complete resistance from the extreme of temperature, weather & sunlight fixed with and including through fastener of adequate size (as approved by GE) complete all as specified and directed by Engineer-in-Charge. |
| 147 | Carriying out Structural auditing after repair work with photography to assess the structural position, Non destructive test with Ultrasonic pulse Velocity test, Rebound Hammer test, cover meter test for RCC structure, chemical test, Half cell Potential and Carbonation Test , Core cutting & Compression test, Slab deflection Test, Verticality Check, stability checks , to check and confirm present status of structure on basis of NDT Results. The report alongwith photographs duly vetted by IIT/ government Engineering College and submitted to GE for records. Note : Minimum No of test required to be carried out in bldg : (a) Ultrasonic pulse velocity test : 60 Nos, (b) Rebound Hammer test : 60 Nos, (c) Core test : 15 Nos(d) Reinforcement mapping : 15 Nos, (e) Chemical Test : 15 Nos, (f) Half cell potential test : 30 Nos(g) Carbonation test : 30 Nos, (h) Cover meter : 15 Nos (i) Slab deflection test : 4 Nos 2. All above test should be carried out as per relevant IS Code. The configuration of building is G+14 story. The No of test mentioned above for each building is minimum, it may vary according to vintage and condition of bldg.Note : All test is to be carried out by auth firm /agency according to relevant IS and work has to be carried out up to G+14 floors ) |
| 148 | Removing demolished & excavated material exc 5 Km but n.exc 15 Km and depositing where directed complete all as specified and directed by Engineer-in-Charge. |
| 149 | M&L post anti-termite treatment using chloroppyrifos 20EC along the external wall below concrete apron by drilling 12mm diameter holes as close as possible to the plinth wall at 300mm apart, deep enough to reach the soil below and the chemical emulsion pumped into these holes to soak the soil below at a rate of 2.25 litres per linear meter & plugging holes etc. in apron all specification and procedure as per IS 6313 (Part 3) : 2001. |
| 150 | M&L post anti-termite treatment of soil under existing floor by drilliing 12mm diameter holes and filling with emulsion at the rate 1 liter per hole, 300mm apart including drilling & plugging 12mm dia holes with cement mortar 1:2 (1 cement : 2 coarse sand) to match the existing floors etc. Complete all as specified and directed by Engineer-in-charge. (GROUND FLOOR ONLY) |
| 151 | M&L at the point of contact of wood work by chemical emulsion (in oil or kerosene based solution) at the rate 0.5 liters/holes by drilling 6mm dia holes at a downward angle of 45 degree at 150mm canter and sealing the same etc. Complete all as specified and directed by Engineer-in-charge. |
| 152 | S & F fixing cast copper alloy fancy type chromium plated bottle traps for wash basins with inlets and outlet screwed for pipe or connection including necessary packing, union and cap complete all as specified and directed by Engineer-in-Charge. |
| 153 | S & F pipe supporting Clamping - single pipe of PVC dia 110mm (4\\") fixing done with Clamping system consists of Profile Bracket + Continuous Slotted C Channel + U Bolt Rubber Sleeve mounted as per CE (Navy) Mumbai TD No : TD/2023/01, Sheet No. 1/3 to 3/3 complete all as specified and directed by Engineer-in-charge. |
| 154 | S & F pipe supporting Clamping - single pipe of PVC dia 75 mm (3\\") fixing done with Clamping system consists of Profile Bracket + Continuous Slotted C Channel + U Bolt Rubber Sleeve mounted as per CE (Navy) Mumbai TD No : TD/2023/01, Sheet No. 1/3 to 3/3 complete all as specified and directed by Engineer-in-charge. |
| 155 | S & F pipe supporting Clamping - single pipe of PVC dia 160 mm fixing done with Clamping system consists of Profile Bracket + Continuous Slotted C Channel + U Bolt Rubber Sleeve mounted as per CE (Navy) Mumbai TD No : TD/2023/01, Sheet No. 1/3 to 3/3 complete all as specified and directed by Engineer-in-charge. |
| 156 | Taking down copper/ aluminium point wiring (light, fan, socket or power) complete, including fixture and fittings such as switches, ceiling roses, pendants, regulators, sockets, light fitting etc. removing materials to store for keeping in safe custody or for taking credit (credit for above items should be made as per condition separately) and making good disturbed surfaces of walls, floors etc. Note: Serviceable tube lights etc shall be kept under safe custody and refixed as directed. Please Enable Macros to View BoQ information |
| 157 | Taking down copper/ aluminium point wiring (light, fan, socket or power) complete, including fixture and fittings such as switches, ceiling roses, pendants, regulators, sockets, light fitting etc. removing materials to store for keeping in safe custody or for taking credit (credit for above items should be made as per condition separately) and making good disturbed surfaces of walls, floors etc. Note: Serviceable tube lights etc shall be kept under safe custody and refixed as directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 28 daysAug 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 30 daysTender Documents
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