Defence Statutory Bodies & Commissions/Committees Closing in 2 days TDR #58011218

Tender For Improvement To Reinforced Cement Concrete Structure At Certain Otm And Md Accn At Af Stn Kanheri Hills Under Ge Af Thane

Issued by Statutory Bodies & Commissions/Committees · Thane, Maharashtra
Tender Value
34.30 Lakhs
Estimated cost
Bid Submission
02 Nov 2026
2 days left
EMD
68600
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Thane → Maharashtra
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Improvement To Reinforced Cement Concrete Structure At Certain Otm And Md Accn At Af Stn Kanheri Hills Under Ge Af Thane

BOQ

Name of Work:- IMPROVEMENT TO RCC STRUCTURE AT CERTAIN OTM AND MD ACCN AT AF STN KANHERI HILLS UNDER GE AF THANE
Sl. No. Item Description
1Dismantling floor, hearth or wall tiling including cement morter beddind (but not backing removing seviceable tiles to store and rubbish off the premises complete all as specified and directed by Engr-in-Charge
2Material and labour for non-skid coloured ceramic tiles 7 to 8 mm thick (squre or rectangle) area of each tile exceeding 0.06 Sqm but not exce 0.11 Sqm in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the colour of tiles over and including 15mm thick screed bed or bedding layer in CM(1:6) complete all as specified and directed by Engr-in-Charge.
3Material and labour for Glazed ceramic tiles in vertical surface 350x 250x7mm/ 450X 350X 7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match the colour tiles over and including 10mm thick rendering in CM(1:4) complete all as specified and directed by Engr-in-Charge.
4Demolition of un-reinforced cement concrete in any position complete all as specified and directed by Engr-in-Charge.
5M&L for Cement concrete (1:2:4) type B-1 using 20 mm graded stone aggregate as in plinth protection, 50mm thick, surfaces finished even and fair without using extra cement as in plinth protection including provision of construction joints complete all as specified and directed by Engr-in-Charge.
6Demolition RCC Roofs, flors (other than ground floors), beams staircases, landing, chajjas, and similar suspended work complete all as specified and directed by Engr-in-Charge
7M&L for use & waste wooden form work (rough finished surfaces ) to sides & soffits of Chajjas, parapets & facia and similar work n. exc 200 mm thick, complete all as specified and directed by Engr-in-Charge
8M&L for RCC type B1, 1:2:4 (20 mm graded Stone agg) as in Chajja, facia & RCC Slab etc complete all as specified and directed by Engr-in-Charge
9Mild steel TMT Mild steel 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 theincluding mild steel wire (annealed) not less than 0.9mmdia or securing with clips complete all as specified and directed by Engr-in-Charge.
10Taking down wooden chowkhats or frames with shutters (without taking off shutters from the frames) of size n.exc.1.50 Sqm each including cutting holes in brick walls of appropriate size for insertion of cement concrete blocks for hold fasts complete all as specified and directed by Engr-in-Charge.
11All as per item above herein before but size exceeding 1.5 Square metre and not exceeding 4 Square metre each complete all as specified and directed by Engr-in-Charge.
12Refixing wooden shutters of any description in same opening exc 1.00 Sqm but n.exc 2.00 Sqm each, complete all as specified and directed complete all as specified and directed by Engr-in-Charge
13Taking down shutter of any description of exceeding 1 sqm but not exc 2 Sqm complete all as specified and directed by Engr-in-Charge.
14S&F IInd class hard wood plain, solid, straight chowkat and frame wrought framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints complete all as specified and directed by Engr-in-Charge.
15M&L for cement concrete (1:2:4) type B-I using 20mm graded stone agg. As in bed block of hold fast coping incl. necessary form work complete all as specified and directed by Engr-in-Charge.
16S&F for 30 mm thick IInd class HW rail and style plain framed panelled shutter (Two panel) with lock rail and panel of 9mm BWP,commercial ply or 12mm veneered particle beard with commercial veneering on both faces. The size of rail and stile as per IS :1003 (Part-I) kiln and chemically pressure treated complete all as specified and directed by Engr-in-Charge.
17S&F for 30 mm thick IInd class hard wood glazed and skelton shutters divided into squares with plain chamfered or reounded miltred and related sash bars number to received glass gauze etc edges of framing plain chamfered or reounded fitted with cut and mitred beads for securing glass etc size of members of shutters as specified in SSR Part-I section 8 clause 8.20(a) supplied and fitted to chawkats complete all as specified and directed by Engr-in-Charge.
18S&F solid PVC solid door frames of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube suppling and fixing in opening with stainless steel screws of required size complete all as specified and directed complete all as specified and directed by Engr-in-Charge.
19S&f factory Made Solid PVC Moulded Door Shutter,with wood free EPS, 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. Including 3 Nos of stainless steel 100 mm size hinges, 2 Nos of aluminium 100 mm size handles, 2 Nos of aluminium tower bolt 100 mm size complete all as specified and directed by Engr-in-Charge.
20Demolition of Stone slabs and tiles of any description or thickness in floors, aprons etc laid bedded and pointed in any mortor complete all as specified and directed by Engr-in-Charge.
21M&L for machine cut cudappah stone slab 20-25mm thick over cement screed base, laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete including 20mm thick screed bed in CM 1:4 for laying floor finishes complete all as specified and directed by Engr-in-Charge.
22S&F aluminum anodized windows with necessary accessories/fitting taking down and refixing of window will be refixing after structural repair of beams, replacement of broken aluminium section, rectification of roller, wiremesh, window panes etc complete all as specified and directed by Engr-in-Charge.Note : All items used in rectification shall be paid separately under Item No. 23 to 29.
23Powder coated aluminium (minimum thickness of powder coating 50 micron) work for doors, windows, ventilators and partitions (Fixed portions) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket tc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, luminium snap beading for glazing/ paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and complete all as specified and directed by Engr-in-Charge.
24Powder coated aluminium (minimum thickness of powder coating 50 micron) for shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM Rubber/neoprene gasket required (Fittings shall be paid for separately) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass/ stainless steel screws all complete as per architectural drawings complete all as specified and directed by Engr-in-Charge
25M&L for Anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved esign/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, complete all as specified and directed by Engr-in-Charge
26S&F for providing and fixing zinc alloy roller for sliding window/ aluminium sections with necessary screws etc complete all as specified and directed by Engr-in-Charge.
27S&F for Zinc alloy (powder coated) casement lock for windows with necessary screws etc complete all as specified and directed by Engr-in-Charge
28S&F 4mm thick Sheet glass, ordinary quality and glazing with glazing clip and powder coated aluminium beading in square n exc 0.5 sq. m in each pane complete all as specified and directed by Engr-in-Charge
29S&F Stainless steel wire cloth 0.36mm nominal dia wire and average width of aperture 1.14mm and fixed with powder coated aluminium beading/wood beading complete all as specified and directed by Engr-in-Charge.
30S&F in Repair Galvanised mild steel wire cloth 0.56mm nominal dia of wire and average width of aperture not more than 1.18mm and fixed with tinned tacks or galvanized wire staples complete all as specified and directed by Engr-in-Charge
31Hacking out old broken glass (any thickness, size, quality or description) from wooden frames or stone, concrete or brick surrounds, glazed with putty or fixed with beads exc 1.5 sqm complete all as specified and directed by Engr-in-Charge
32S&F sheet glass ordinary quality 3.00mm thick and glazing with oil putty or aluminium/rubber beading in squares n.exc 0.5 sqm in each pane complete all as specified and directed by Engr-in-Charge
33S&F figured glass, pin-headed type 3.00 mm thick and glazing with oil putty or aluminium/rubber beading in squares n.exc 0.5 sqm in each pane complete all as specified and directed by Engr-in-Charge
34S&F for 150 mm Aluminium anodised, barrel tower bolts of extruded section and fixed complete all as specified complete all as specified and directed by Engr-in-Charge
35S&F for 150 mm Extruded aluminium alloy handles, fabricated type, anodised complete all as specified and directed by Engr-in-Charge
36S&F Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixingclips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed complete all as specified and directed by Engr-in-Charge
37M&L for Preparation of new wooden or wood based surfaces of any description, over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed by Engr-in-Charge
38S&F Framed mild steel work of grade E-165 (Fe-290) as in framed work such as doors, gates or frame for cooler stand with gusset plates, rails, braces etc, drilled for fixing of sheeting or other covering of door etc, to be prepared for hanging or sliding etc including either hooks and hinges or steel hanging door fittings and hanging and fixing complete all as specified and directed by Engr-in-Charge
39Pre painted galvatume aluminum zink coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed by Engr-in-Charge
40M&L for Preparation of new steel surfaces of any description, over 10cm width or girth and applying two coats of synthetic enamel paint over primed steel surfaces complete all as specified and directed by Engr-in-Charge
41S&F in repair, Drapery curtain rod/ Harrison rails 25mm dia of anodised aluminium alloy complete with MS brackets golden colour rings and sode caps fixed in position by drilling holes in walls and fixed the brackets with rawl plug and steel screw complete all as specified and directed by Engr-in-Charge
42Taking up or down existing steel water tubing, 15mm bore alongwith connections fixed/laid in any situation, complete all as specified and directed by Engr-in-Charge
43Taking up or down existing steel water tubing, 20mm bore alongwith connections fixed/laid in any situation, complete all as specified and directed by Engr-in-Charge
44S&F Galvanised iron steel water tubing, 15mm bore, medium grade with all fittings and fixed to walls and ceilings or laid in floors complete all as specified and directed by Engr-in-Charge
45S&F Galvanised iron steel water tubing, 20mm bore, medium grade with all fittings and fixed to walls and ceilings or laid in floors complete all as specified and directed by Engr-in-Charge
46Fixing only, after cleaning old steel water tubing, 15mm bore and connections in new or old position using new fittings complete all as specified and directed by Engr-in-Charge
47Fixing only, after cleaning old steel water tubing, 20mm bore and connections in new or old position using new fittings complete all as specified complete all as specified and directed by Engr-in-Charge.
48S&F in repair 600x450 mm beveled edge looking mirror of selected quality glass and backing with 6mm thick AC building board and fixed to wall with PVC rawl plugs with chromium plated brass screws and cup washers as in repair complete all as specified and directed by Engr-in-Charge
49S&F 300mm Mild steel helical door spring including roller and roller plate complete all as specified and directed by Engr-in-Charge
50S&F in repair Towel rail, 19mm dia brass chromium plated, 600mm long with fancy type brass chromium plated brackets on both sides and fixed with steel screws and wooden/rawl plugs as in repair complete all as specified and directed by Engr-in-Charge
51S&F PVC low level flushing cistern (white) of 10 liters capacity with inlet ball float valve, PVC flush pipe and necessary fixing arrangements and connecting to water pipe and WC etc and fixed in repairs complete all as specified and directed by Engr-in-Charge.
52S&F in repair stop cock 15 mm cast copper alloy screwed down high pressure with crutch or butterfly handle, screwed both ends for iron pipe etc complete all as specified and directed by Engr-in-Charge
53S&F in repair Bib tap of CP brass, 15mm bore, fency type screwed down, screwed for iron pipe or for brass ferrule complete all as specified and directed by Engr-in-Charge
54S&F in repair Viterous China wash down water closet pan (pedestal pattern), white incl. Seat and cover (excluding fixing bolts, flushing cistern and flush pipe) complete all as specified and directed by Engr-in-Charge.
55M&L in repairs orrisa pattern viterious china ware water closet white glazed of pan size 580x440mm with integral foot rest fixed flushed pipe including all joints and making good to the floor complete all as specified and directed by Engr-in-Charge.
56S&F in repair vitreous china wash hand basin white flat back size 550 X 400 mm excluding taps waste chain and plug and porcelain stopper but including brackets, waste coupling and waste pipe complete all as specified and directed by Engr-in-Charge.
57S&F 15mm dia long neck pillar tap chromium plated cast copper alloy with capstan head, fancy type screwed down high pressure with or with out letters Hot or cold with long screwed for iron pipe complete all as specified and directed by Engr-in-Charge
58S&F PVC connections 15mm size with PTMT nuts of length 450 mm etc suitable for 15mm bore of pipe complete all as specified and directed by Engr-in-Charge.
59S&F 50 mm Low density polyethelne (LDPE) pipes of pressure rating 6kgf/sq. cm complete all as specified and directed by Engr-in-Charge
60S&F 125mm dia CP brass shower rose with swivel joints, any colour including shower arm 15mm dia, 195mm long with bend of 45 degree with flange of CP brass as in repair complete all as specified and directed by Engr-in-Charge.
61S&F in Repair 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 all as specified and directed by Engr-in-Charge.
62Dismantling CI pipe alongwith fittings of 75/100mm dia, below or above ground level or laid in floors, jointed in cement mortar and taking out complete all as specified and directed by Engr-in-Charge
63S&F 75mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed by Engr-in-Charge. (fitting measured separately).
64S&F 75mm bore PVC (SWR) floor trap, plain with grating including jointing with solvent including jointing to waste pipe in run lead as in repairscomplete all as specified and directed by Engr-in-Charge
65S&F 75 mm bore PVC (SWR) bends any radius complete all as specified and directed by Engr-in-Charge
66Supply and fix 75 mm PVC (SWR) branch pipes single Y equal or unequal with complete accesarry complete all as specified and directed by Engr-in-Charge
67S&F PVC (SWR) junction, single 'T' (equal or unequal) 75 mm dia ,complete all as specified and directed by Engr-in-Charge.
68S&F 110 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls including distance pieces and stack clamps as in rain water pipes as in repair complete all as specified and directed by Engr-in-Charge.
69S&F 110 mm bore PVC (SWR) bends/shoe any radius fixed to walls including distance pieces and stack clamps complete all as specified and directed by Engr-in-Charge.
70Supply and fix 110 mm PVC (SWR) branch pipes single Y equal or unequal with complete accesarry complete all as specified and directed by Engr-in-Charge.
71S&F PVC (SWR) junction, single 'T' (equal or unequal) 110 mm dia complete all as specified and directed by Engr-in-Charge.
72S&F in repair grating doom 100 mm dia of PTMT (Minimum weight 25 gms)complete all as specified and directed by Engr-in-Charge.
73S&F in repair grating doom 125 mm dia with waste hole of PTMT. (Minimum weight 40 gms) complete all as specified and directed by Engr-in-Charge.
74Demolition of concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed by Engr-in-Charge.
75Supply and fix 40mm GI pipe, medium grade in isolated length of 400mm long inserting into wall surfaces with 100mm projecting from the external face of wall as in water draining spout complete all as specified and directed by Engr-in-Charge.
76Material and labour for rendering in CM (1:3),10mm thick on wall of sunken floor suraces finish the surface even and smooth without using extra cement mixed with water proofing compound complete all as specified and directed by Engr-in-Charge (Note : WPC will be measured and paid in supply only rate)
77Supply only integral water proofing compound complete all as specified and directed by Engr-in-Charge.
78Materials & labour for water proofing treatment to sunken floors with the following courses of treatment :- (a) Apply first layer of slurry of cement @ 0.488 kg/sqm mixed with acrylic polymer modified cementitious composite compounds @ 0.126 kg/sqm all as specified. (b) Apply second layer of slurry of cement @ 0.242 kg/sqm mixed with acrylic polymer modified cementitious composite compounds @ 0.253 kg/sqm including cleaning the surfaces and all as specified. (c) Apply 200 micron thick polythene film pasted with the help of adhesives shall be provided over treatment complete all as specified and directed by Engr-in-Charge. Note :- The slope of slab shall be 1:20 towards the corner of outer walls and GI pipe of 50mm dia (medium grade) be inserted at corner projecting out side 10 cm which should be measured and paid separately,
79Material and labour for cement concrete 1:5:10 type E2 (using 40mm stone aggregate) as in filling in sunkun floor complete all as specified and directed by Engr-in-Charge.
80M&L for Surface preparation of non structural part by gentle chipping by manually to make the surface rough and thoroughly cleaned with air as per standard practice and directions of Engineer -in-charge (including removal of external plaster, wherever exists) COST inclusive of transportation, labour, conveying debris away from the out side of MD land, tools and tackles, lead and lift etc including necessery scaffolding ,form work etc, complete all as specified and directed by Engr-in-Charge
81Providing and laying Renderoc SP-40 shrinkage controlled polymer modified single component, alkaline resistant fibre reinforced, thixotropic, cementitious patch repair mortor supplied in 25 kg moisture resistant bag when mixed with clean water at w:p ratio 0.18, achieves compressive strength (BS 1881 Pt. 116) -> 20 MPa at 1 day & > 45 MPa at 28 days. Tensile strength (BS 63199 Pt7)>2.5 Mpa at 28 Days, Flexural strength (BS 6319 Pt.3)>7 Mpa at 28 Days, During Shrinkage to ASTM C157-93, 28 days<1000 microstrain. Typical application inclues mixing entire bag with clean water about 4.25 ltr to 4.5 ltr, mixed with suitable container with heavy duty slow speed mixer machine to achieve lump free mortor consistency, placing and finishing the same with trowel carefully compacting the same around the rebars and finishing to bring it in line with existing concrete surface on the beams, slab, piles etc, where tha thickness of application is less then 50 mm in patch as per specification after applying bounding coat item rate is inclusive of materials all labour tools and tackles, scaffloding and transportation etc complete all as specified and directed by Engr-in-Charge.
82Removal of damaged structural concrete along with loose damaged and crecked concrete/ cover concrete at all specified locations up to beyond the corroged steel reinforcements to a depth of 10 mm minimum behind the reinforcement by chhpping/ hacking with chisel and hammer or by mechinical means like chisel hammer, pneumatic chippers incl high pressure water jetting to chipped concrete and reinforcement and removal and disposal of debris within owners premises incl. all plants and machineries complete all as specified and directed by Engr-in-Charge.
83Cleaning as directed & specified all rust/scales/ corrosion from reinforcement bars using rust remover Reebaklens RR- Rust remover, cleaning and etching agent supplied in 1/2, 1 and 5 ltr containers, having specific gravity 1.16-1.22 @ 25 degree celcius, reebaklens RR cleaning agent is a combination of acid based materials, corrosion inhibitors and dispersing agents and is supplied as a clear green solution application of reebaklens RR with brush for complete wetting of rusted metal surface and allowed to react it for 16-24 hours followed by cleaning the surface with wire brush and washing surface with fresh water as required to exposed reinforcement bars complete all as specified and directed by Engr-in-Charge.
84Providing and applying inhibition coats/system to exposed reinforcement bars after drying & also mew bars after cleaning & removing scales and rust completely as specified. Nitozinc primer Two component epoxy zincrich primer supplied in 1 and 5 ltrs pack, two component system based on metallic zink and epoxy resin which on mixing gives a grey coloured liquid. An anti corrosive coat contents active 'Zinc-rich' system which combates corrosion by electro chemical means. having specific gravity of 1.75, adhesive bond strength > 1.5N/mm2 solid content 60%, 40 microns DFT, Fully dry/Rrcoatable-45 minutes to 1 hour. Typical application includes surface preparations by cleaning steel surface to a bright condition paying particuler attention to the back of exposed steel bars, mixed two components slow speed heavy duty drill fitted with a paddle, applying unbroken coat with suitable brush and alloy to dry, after 30 mins apply second coat to ensure complete cover to exposed steel/ reber etc complete. Total dry film thickness is 40 microns complete all as specified and directed by Engr-in-Charge.
85Cutting, febrication new reinforcement FE-500 and fixing with old existing reinforcement which was reduced to 20 % or more of its original dia as provided in original structure and additional steels as directed by EIC to be fixed with chemical anchor grout lokfix E55- styrene free vinyl-ester resin based cartridge syatem for anchoring reinforcement supplied in 300 ML cartidge with a single mixture nozzle, application inclueds drilling hole close to old reinforcement bar with suitable drill as per dia of the bars, cleaning the hole with wire brush and compressed air, putting lokfix E55 with gun followed by placing rebar with slide rotational motion to avoid air void formation etc complete all as specified and directed by Engr-in-Charge.
86Drilling holes in to existing concrete substrate for anchoring of new rebars with 10 mm dia shear connectors at 0.5 mtr c/c and fixing with chemical anchor lokfix E55-styrene free vinylester resin based cartridge system for anchoring reinforcement supplied in 300 ml cartidge with a single mixture nozzle, shall be tested in accordance European approval to EAD-33087-00-0601 for use in post-installed rebar, which suspersedes ETAG 001 TR 023 (rebar), LEED compliant VOC Level, Fibre resistance < 120Mins, Seismic C1 testing as part of EAD 330499-00-0601 for specific fastening sizes etc. Typical application inclueds drilling holes 14mm dia and 90mm deep as per manufactures recommandation, cleaning the hole with wire brush and compressed air, putting lokfix E55 with gun followed by placing shear connector with slide rotational motion to avoid air void formation etc complete all as specified and directed by Engr-in-Charge.
87Providing and applying Renderoc RG-Polymer modified micro-concrete supplied in 25 kg moisture resistant bag should possess following properties when mixed with clean water at w:p ratio 0.16, such as compressive strength (BS 4551-80)-50 Mpa at 28 Days, Tensile strength -2Mpa @ 28 days, flextural strength (BS 4551-80) Mpa at 28 days, Young's modulus-25 KN/mm2, Expansion characteristics (ASTM C827-1987) unrestrained expansion 1 to 4% pressure approx. 0.004 N/mm2, Thermal conductivity-1.5 W/m degree cel. fire rating (EN 1504 cl 5.5)-class A1, fresh wet density (mixed density @27 degree cel. ) -2100-2200 Kg/m3. Typical application inclued mixing whole bag with clean water about 4 litres mixing in suitable container with heavy duty slow speed mixture machine to produce uniform free flowing mix, pouring the same in to the form work using suitable arrangement or if required using pupping device for uniform flow of micro concrete. The side shuttering can be removed after 3 days and the bottom shuttering after 7 days ensuring proper bond between the micro concrete and existing concrete substrate. item rate ia inclusive of materials and labour, tools and tackles, scaffolding and transportation etc complete all as specified and directed by Engr-in-Charge
88Providing and applying bond coat on the prepared surface to receive polymer modified mortor/ polymer modified micro concrete , with two components epoxy based bonding coat Nitobound EP- Epoxy rasin concrete bonding agents supplied in 1/2, 1 and 4 ltr Packs, having specific gravity 1.15 to 1.2 gm/cc, Compressive strength (BS 6319 Pt 2)-50 Mpa at 7 Days, Tensile strength (BS 6319 Pt.7)-20Mpa @ 7 days, flextural strength (BS 6319 Pt.3) -35 Mpa at 7 days, Shear strength (BS-6319 Pt.4) 10 MPa at 7 Days having an over lay time of 6 hrs and 30 degree cel. high bond strength : bound strengthis more then the tensile strength of goood quality concrete barrier coat acts as a 'barrier coat to the migration of chloride inos from host concrete. Laying of reinstatement polymer modified mortor or micro concrete shall be completed within over lay time of bounding coat. The bond coat act as a bonding coat between old ad new concrete. Typical application includes cleaning all loose dust, dirt, grease from host concrete surface by suitable means, mixing both components of bond by heavy duty slow speed mixer until a unifrom consistency, apply unbroken coat of Nitobond EP with stiff brush covering complete area of patch repair before plcing mortor or nicro concrete. Item rate inclusive of materials all labour, tools and tackles, scaffolding and transportation etc complete all as specified and directed by Engr-in-Charge.
89Taking down cement plaster or terrazzo from brick walls of any description, racking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed by Engr-in-Charge
90M&L for rendering 5mm thick in CM 1:3 on fair faces of concrete as in ceiling of slab finished even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge
91M&L for rendering 15mm thick in cm 1:6 on fair faces of brick work or concrete surfaces of wall and finishing the surface even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge.
92M & L for rendering 20 mm thick in cement mortar (15 mm thick 1:6 as backing coat and 5mm thick1:4 finishing coat) on fair faces of brick work or concrete surfaces including finished even and smooth without using extra cement with using water proofing compound (water proofing compound shall be measured and paid seperately complete all as specified and directed by Engr-in-Charge
93M&L for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified and directed by Engr-in-Charge
94M&L for Preparation of newly plastered surfaces of walls & applying two coats of OBD on chalk whiting on plastered surfases complete all as specified and directed by Engr-in-Charge
95M&L for Preparation of newly plastered surfaces of ceiling & applying three coats coats of white wash complete all as specified and directed by Engr-in-Charge.
96M&L for Washing, rubbing down and stopping of distempered and painted surfaces of wall and applying one coat of distemper oil-emulsion on walls complete all as specified and directed by Engr-in-Charge.
97M&L for washing,rubbing down and stopping of distempered and painted surfaces of ceiling and applying one coat of distemper oil-emulsion on ceiling all as specified.
98M&L for 3mm thick one coat of wall care putty on wall complete all as specified and directed by Engr-in-Charge
99M&L for 3mm thick one coat of wall care putty on ceiling complete all as specified and directed by Engr-in-Charge
100M&L Preparation old painted surfaces of wall including removal of grass and applying one coats of acrylic weather proof paint complete all as specified and directed by Engr-in-Charge.
101M&L for Preparation of old painted wood or wood based surfaces of any description not otherwise described over 10cm width or girth and applying one coat of synthetic enamel paint complete all as specified and directed by Engr-in-Charge.
102Labour only of taking up or down steel tubing and connections of 20mm bore of pipe including cleaning and refixing in the same position as in wall/ roof /walls, etc during carrying out of water proofing treatment without damaging to existing services, etc. complete all as specified and directed by Engr-in-Charge.
103Labour only of taking up or down steel tubing and connections of 25 to 32mm bore of pipe including cleaning and refixing in the same position as in roof /walls, etc during carrying out of water proofing treatment without damaging to existing services, etc. complete all as specified and directed by Engr-in-Charge.
104Labour only for disconnecting existing over head tanks of capacity exc.500 and n.exc 1000 ltr, setting aside or lowering if required for repair of roof water proofing treatment and hoisting, reconnecting and re-fixing in position after necessary work without damaging to existing services etccomplete all as specified and directed by Engr-in-Charge.
105Removing existing water proofing treatment where so ever exist (except concretepadding) and removing debris/rubbish off the site complete all as specified and directed by Engr-in-Charge.
106Demolition of cement concrete of any description and in any position provided as in roof padding, roof curb etc complete complete all as specified and directed by Engr-in-Charge. Note: -(a) Demolition should be done carefully to roof slab. (b) Any damage occurred in the roof surfaces during demolition shall be made good by the contractor without extra cost to the department.(c) Disposal of debris/retrieved materials shall be thrown out of site at place complete all as specified and directed by Engr-in-Charge
107M&L for providing PCC type B-1, (1:2:4) using 20mm graded stone aggregate as in roof padding laid in slope as per requirement mixed with integral water proofing liquid admixture as per manufacturer's instructions complete all as specified and directed by Engr-in-Charge.Note : (i) Minimum thickness of PCC shall be 50mm. (ii) Integral water proofing liquid admixture shall be measured and paid separately under appropriate item here in after
108M&L for 10 mm thick plaster in roof surface in CM 1:3 mixed with integral water proofing liquid admixture as per manufacturer's instructions complete complete all as specified and directed by Engr-in-Charge.
109Material and labour for water proofing treatment with APP based standard membrane over in roof with the following courses of treatment for:-(a) Apply bituminous primer (IS 3384) @ 0.40 Ltr per sqm of the surface area including cleaning the surfaces complete all as specified and directed by Engr-in-Charge.(b) Applying APP based polymeric membrane, minimum weighing 3Kg/Sqm and minimum 3mm thick, over a coat hot blown bitumen grade (30/40) applied @ 1.20 kg/Sqm with side overlap of membrane shall be minimum 75mm and end overlap shall be 100mm and torch bonded at joints including surface preparation before and after application of treatment as per manufactures instruction complete all as specified. (c) The entire surface of finished APP membrane shall finally be painted with two coat of Solar reflective bituminous aluminium paint @ 0.1 ltr per Square Meter and other as prescribed by manufacturer ,complete all as specified and as directed by Engr-in-charge
110Taking down carefully copper/aluminium point wiring (light,fan,bell, socket or power) complete including fixtures and fittings such as switches, ceiling roses, holders,regulators, sockets, tube light fittings and making good disturbed surfaces of walls, floors etc to match with existing surfaces of colour shade complete all as specified and directed by Engr-in-Charge.
111Material and labour for Point wiring with 1.5 sqmm copper conductor single core core , cable (multistrand) PVC insulated FRLS(unsheathed) concealed drawing in existing PVC conduit/casing caping 25 mm dia, having wall thickness not less than 2 mm for one light pont, controlled by one , one way switch , including 1.5 sqmm PVC insulated FRLS (unsheathed ) copper conductor continuous earth wire complete all as specified and directed by Engr-in-Charge.
112All as per item No 111 above, but for One fan point controlled by one switch complete all as specified and directed by Engr-in-Charge.
113All as per item No 111 above, but for One 3 pin 6 amps socket out let point controlled by one 6 amps switch on independent board complete all as specified and directed by Engr-in-Charge.
114All as per item No 111 above, but for One 3 pin 6 amps socket point controlled by one 6 amps switch on same board complete all as specified and directed by Engr-in-Charge.
115All as per item No 111 above, but with 2.5 sqmm for One 3 pin 16 amps socket outlet point controlled by one 16 amps switch on on Ind board complete all as specified and directed by Engr-in-Charge.
116Supplying and fixing following modular 6 A switch on the existing modular plate & switch box including connections but excluding modular plate etc complete all as specified and directed by Engr-in-Charge.
117Supplying and fixing following modular 16 A switchon the existing modular plate & switch box including connections but excluding modular plate etc complete all as specified and directed by Engr-in-Charge.
118Supplying and fixing following modular 6 A socket on the existing modular plate & switch box including connections but excluding modular plate etc complete all as specified and directed by Engr-in-Charge.
119Supplying and fixing following modular 16 A socket on the existing modular plate & switch box including connections but excluding modular plate etc complete all as specified and directed by Engr-in-Charge.
120Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc complete all as specified and directed by Engr-in-Charge.
121Supplying and fixing 3 module, GI box along with modular base & cover plate for modular switches in recess etc complete all as specified and directed by Engr-in-Charge.
122upplying and fixing 4 module, GI box along with modular base & cover plate for modular switches in recess etc complete all as specified and directed by Engr-in-Charge.
123Supply and fix in repair LED lights 1 x 20 watt 220 V AC decorative box type with driver holder inculuding LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceilling rose including connector block etc and necessary fixing arrangement at any height and removing old unserviceable item complete all as specified and directed by Engr-in-Charge.
124Supply and fixing LED light fitting mirror type with high out put diffuser 2 feet, 10 watt 220 V AC decorative type with driver holder and LED lamp including connecting up with three core flexible copper conductor cable of suitable size all as specified and directed by Engr-in-Charge. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58011218
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 34.30 Lakhs
LAST DATE 02-11-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Improvement To Reinforced Cement Concrete Structure At Certain Otm And Md Accn At Af Stn Kanheri Hills Under Ge Af Thane
Basic Detail
Tender No GE (AF) T-68 OF 2026-27 (8685)
Bidding Type Tender
Location
City Thane
State Maharashtra
Key Dates
Publish Date 13 Oct 2026
Submission Date 02 Nov 2026
Open Date 09 Nov 2026
Finance
Tender Value 34.30 Lakhs
Tender Fee 500
EMD 68600
Exemption Available
Document List
BOQ_889959.xls
d2aea2f3-f573-4ab6-8fe3-fef0680c2c47.html
TD8685.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 13, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 02, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 2 days
Nov 09, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 9 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_889959.xls

html

d2aea2f3-f573-4ab6-8fe3-fef0680c2c47.html

pdf

TD8685.pdf

pdf

Tendernotice_1.pdf

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