Tender For Certain Repairs / Maintenance To Firing Range And Certain Places At Main C Area And Repairs To Compound Wall, Fencing, Jaffry Wall, Perimeter Wall, Plinth Protection, Parking, Hard Standing Etc At Main C And Tech Area At Afs Tambaram (8939
Tender Value
25 Lakhs
Estimated cost
Bid Submission
21 Sep 2026
12 days left
EMD
50000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chengalpattu → Tamil Nadu
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Certain Repairs / Maintenance To Firing Range And Certain Places At Main C Area And Repairs To Compound Wall, Fencing, Jaffry Wall, Perimeter Wall, Plinth Protection, Parking, Hard Standing Etc At Main C And Tech Area At Afs Tambaram (8939/E8)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 09-Sep-2026 | Corrigendum | BOQ | 21-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Excavating over areas, n exc 1.5 m deep and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge. |
| 2 | M&L for screening of sand and saw dust obtained from Item No 1 here in before above by manually or machanically complete all as specified and as directed by Engineer-in-Charge. |
| 3 | Supply only sand and saw dust mixed in proportion 1:1 incl depositing and stacking the same and complete all as specified and directed by Engineer-in-Charge. |
| 4 | Removing excavated material n exc. 100m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge. |
| 5 | M&L for sand bags and providing new sand bags of 0.035 cum filled with sand complete all as specified and directed by Engineer-in-Charge. |
| 6 | Spreading levelling and consolidation in layers at firing range using mechanical means complete all as specified and directed by Engineer-in-Charge. |
| 7 | Supply only Sand and depositing in target trenches, pits/ surroundings complete all as specified and directed by Engineer-in-Charge. |
| 8 | M&L preparation of old painted surface of Steel and iron work of any description not otherwise described over 10 cm. width or girth shall include brooming down or steel wire brushing; scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge. |
| 9 | Dismantling wrought iron or mild steel work of any description not otherwise provided, complete all as specified and directed by Engineer-in-Charge. |
| 10 | M&L for 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; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to including joining welding and connecting each other to form a cage for water tanks Fe 410 -W (Gde E- 250) quality A complete all as specified and directed by Engineer-in-Charge. |
| 11 | M&L for grouting of MS clamps for target including jointing, welding, drilling and emmeding to the wall with PCC (1:2:4) Type B1 complete all as specified and directed by Engineer-in-Charge.Note:- MS clamp and other accessories will be measured in Item No.10 above. |
| 12 | M&L for preparing new Steel surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-Charge. |
| 13 | Demolition of cement concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed by Engineer-in-Charge. |
| 14 | M&L for Plain cement concrete concrete bed 1:3:6, type C-2 to drain pipes 300mm dia including packing under, and haunching against the sides of pipes after they are laid and tested including formwork complete all as specified and directed by Engineer-in-Charge. |
| 15 | Excavating in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation etc, and getting out in hard /dense soil complete all as specified and directed by Engineer-in-Charge. |
| 16 | M&L for reinforced concrete pipes, class NP2, laid and jointed complete with collars drain pipes 300mm dia bore laid in trenches and jointed including demolition and breaking of same bore drain pipe complete all as specified and directed by Engineer-in-Charge. |
| 17 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with all kind of soil complete all as specified and directed by Engineer-in-Charge. |
| 18 | M&L for removing excavated surplus soil n.exc 250m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed by Engineer-in-Charge. |
| 19 | Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, pillars etc complete all as specified and directed by Engineer-in-Charge. |
| 20 | M&L for Pre-cast cement concrete block masonry with solid blocks type C1 1:3:6 (20 mm graded aggregate) exc. 10 cm in width and setting in cement mortar 1:6, complete all as specified and directed by Engineer-in-Charge. |
| 21 | M & L for pre-cast cement concrete in Type C1 (1:3:6) ( using 20mm graded stone aggregate) solid building blocks or slabs 10cm thick (with plain or interlocking joints as directed), in walls setting in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 22 | Taking down cement or cement limes plaster on brick or stonewalls including racking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge. |
| 23 | M & L for rendering 15mm thick in cement mortor 1:4 on Brick wall surfaces, finished even and smooth without using extra cement with @ at 3% IWPC (IWPC measured separately) complete all as specified and directed by Engineer-in-Charge. |
| 24 | M & L for rendering 10mm thick in cement mortor 1:6 on Brick wall surfaces, finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 25 | M&L for preparation of new plastered surfaces of walls and applying two coats of oil bound distemper over a coat of chalk whiting primer paint on plastered surrface complete all as specified and directed by Engineer-in-Charge. |
| 26 | M & L preparation of new surfaces of walls plastered or unplastered etc and applying two coat of cement based paint over a coat of alkali resistant primer on wall surfaces complete all as specified and directed by Engineer-in-Charge. |
| 27 | Supply only Liquid water proofing compound complete all as specified and directed by Engineer-in-Charge. |
| 28 | Dismantling AC corrugated or semicorrugated sheets in roof covering / wall cladding complete all as specified and directed by Engineer-in-Charge. |
| 29 | M &L 6 mm thick Asbestos Cement sheet corrugated or semi corrugated in roofs, walls etc and fixed with J or L hook or cranked bolts with washers etc. complete all as specified and directed by Engineer-in-Charge. |
| 30 | M&L for Filleting in any position and to any shape in cement mortar 1:3 including all mitres, stops, etc. n exc 25sqcm complete all as specified and directed by Engineer-in-Charge. |
| 31 | M&L for plain cement concrete 1:2:4, type B1 (using 20 mm graded aggregate) as in cills, steps, bands, copings, bed plates , etc including necessary form work, complete all as specified and directed by Engineer-in-Charge. |
| 32 | M&L for Easing out / straightening of shutters frame of steel windows of any type making operational and greasing to hinges complete all as specified and directed by Engineer-in-Charge.Note :welding and painting shall be measured and paid separately. |
| 33 | S&F in repairs mild steel plate type steel handle of 100mm size left/right suitable for steel windows with fiber washer tube type including nuts and bolts complete all as specified and directed by Engineer-in-Charge. |
| 34 | S&F in repairs mild steel peg stays 150mm long for steel windows complete all as specified and directed by Engineer-in-Charge. |
| 35 | Cutting out old steel hinges (projecting type) friction/non friction type from existing windows, S&F new friction hinges and welded, including cutting out and making good the jamb portion where required and applying two coats of synthetic enameled paint over a coat of red oxide primer to hinges and disturbed portion etc complete all as specified and directed by Engineer-in-Charge. |
| 36 | Hacking out old broken glass (any thickness, size quality or description) from wooden, steel or stone, concrete or brick sorrounds, glazed with putty or fixed with beads complete all as specified and directed by Engineer-in-Charge. |
| 37 | S & F for 3mm thick sheet glass ordinary quality and glazing with wooden beads or oil putty in square not exc. 0.50 Sqm in each pane complete all as specified and directed by Engineer-in-Charge. |
| 38 | S&F for Self Adhesive water proofing flash bond membrane 100mm wide fixed to joints of AC / Ridge portion / over surfaces of galvalume roof sheets / concrete surfaces etc up to 30m height incl necessary scaffolding and removal of the same after completion of the job complete all as specified and directed by Engineer-in-Charge. Make :Bostiq India or equivalent |
| 39 | Cutting of bushes, vegetation, shrubs, brush wood, under growth etc. up to roots surrounding area of firing range including surface dressing and removal of all debris/uprooted material upto a distance of 50M complete all as specified and directed by Engineer-in-Charge. |
| 40 | Material and labour for preparation of old decorated surfaces (plastered/unplastered) of walls/pillars /cornices by removing / scraping down all loose particle, smoke soot, moulds, moss & efflorescent salts, oil & greasy spots etc with using broom / steel patti / wire brush / sand papering or by any other mean, washing down with water including applying white cement based putty where required for filling to depressions/nail holes/light cracks etc and to make surface even and smooth, upto entire satisfaction of Engineer-in-charge, and after preparing the surface smooth applying one coat of cement base paint with paint brush or roller brush, as per existing or as approved tint/colour complete all as specified and directed by Engineer-in-Charge. |
| 41 | Material and labour for Preparation of old decorated surfaces (plastered/unplastered) of walls/pillars /cornices by removing / scraping down all loose particle, smoke soot, moulds, moss & efflorescent salts, oil & greasy spots etc with using broom / steel patti / wire brush / sand papering or by any other mean including applying white cement based putty where required for filling to depressions/nail holes/light cracks etc and to make the surface even and smooth ,upto entire satisfaction of Engineer-in-charge and after preparing the surface smooth applying one coat of white wash with using paint brush complete all as specified and directed by Engineer-in-Charge. |
| 42 | M&L for square rubble masonry, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 43 | M & L for PCC type D2 1:4:8 (using 40mm graded stone aggregate) in foundations, filling and mass Concrete complete all as specified and directed by Engineer-in-Charge. |
| 44 | M&L for flush pointing with CM 1:4 to random rubble masonry, uncoursed or brought upto course complete all as specified and directed by Engineer-in-Charge. |
| 45 | M&L brick work with fly ash modular bricks built in CM 1:6 straight or curved on plan exc 6 mtr mean radius complete all as specified and directed by Engineer-in-Charge. |
| 46 | M & L for pre-cast cement concrete block masonry with solid blocks 1:3:6 Type C1(using 20mm graded stone aggregate) exc. 10 cm in width and setting in mortar (1:6) complete all as specified and directed by Engineer-in-Charge. |
| 47 | M&L for Preparing of newly plastered surfaces and applying three coats of white wash on walls complete all as specified and directed by Engineer-in-Charge. |
| 48 | Dismantling RCC fencing posts or struts of any section embedded in concrete/brick masonry including taking out embedded portion and making good disturbed ground complete all as specified and directed by Engineer-in-Charge. |
| 49 | Dismantling fencing wire mesh of any type & description complete all as specified and directed by Engineer-in-Charge. |
| 50 | Supply only MS galvanised chain link fencing haevy zinc coated (Hot dip), aparture size 50mm and wire of 3 to 4 mm dia complete all as specified and directed by Engineer-in-Charge. |
| 51 | Fixing only chain link fencing any mesh size and type to any type of standard, rails, iron angle posts, straining bolts etc incl provision of binding wire complete all as specified and directed by Engineer-in-Charge. |
| 52 | S & F in repairs galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins etc. complete all as specified and directed by Engineer-in-Charge. |
| 53 | Restraining, resecuring including making good galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacings andstraining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc, complete all as specified and directed by Engineer-in-Charge.Note : Each line of wire shall be measured and paid separately. |
| 54 | S&F in repairs of concertina coil fencing made from high tensile spring steel, high Carbon wire conforming to IS-4454 duly hot Dipped Galvanished as per IS -4826 with 230GSM, 600mm dia, 10 Metre openable length, with galvanished coating and punched tape material as per IS-513, having 30-35 Nos rounds per 6 mtr length (before streaching) having medium barbs fixed to the existing mild steel post over the boundray wall upto height 3m complete all as specified and directed by Engineer-in-Charge.Note: Horizontal barbed wire & angle iron support shall be measured and paid sepately under relevent items of Schedule \\"A\\". Measurement shall be made for stretched length. |
| 55 | S & F Mild steel work Angles, bars, flats etc. as in fencing post struts including cutting tops to shape as directed including embedding in concrete and all necessary drilling holes, bolting or riveting , welding notching for wire and similar work confirming to Fe 290 Gde-E-165 complete all as specified and directed by Engineer-in-Charge. |
| 56 | M&L mild steel framed work as hung gates, including pintle hinges, stops, hand-made sliding bolts, etc. as grills, gratings, etc 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 conforming to Fe.290.Gde-E-165 complete all as specified and directed by Engineer-in-Charge. |
| 57 | S & F mild steel screw bolts of 11 to 15mm diameter of neck (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exc 5cm and not exc 10cm complete all as specified and directed by Engineer-in-Charge. |
| 58 | M&L for MS round bars, 10mm dia & over, cut ot 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 wire complete all as specified and directed by Engineer-in-Charge. |
| 59 | M & L for preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed by Engineer-in-Charge. |
| 60 | Excavating in post holes (or similar holes) each n exc 0.5cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in hard/dense soil complete all as specified and directed by Engineer-in-Charge. |
| 61 | M & L for PCC (1:3:6) type C-2 (using 40mm graded stone aggregate) as in foundation filling & mass concrete for post/pillars etc incl formwork complete all as specified and directed by Engineer-in-Charge. |
| 62 | S & F in repairs for 4mm thick polycarbonate sheet of approved make with UV protection on both sides, fixed to the existing / new MS gate frame with beading, SS screw, nuts, bolts and washers with neoprene rubbers gaskets, including cutting to size, drilling over size holes and all necessary fittings complete all as specified and directed by Engineer-in-Charge. |
| 63 | M&L for welding in repairs exc 6mm and n.exc 9mm in thickness and n.exc 2.5cm in length complete fixed in position complete all as specified and directed by Engineer-in-Charge. |
| 64 | M&L for welding in repairs exc 6mm and n.exc 9mm in thickness exc 2.5cm n.exc 5cm in length complete fixed in position complete all as specified and directed by Engineer-in-Charge. |
| 65 | Repair to existing MS gate of any size by dismantling damaged portions, straightening and realigning frame/shutters, replacing defective MS members, hinges, holdfasts, locking arrangements, tower bolts, handles and other fittings as required including welding, grinding, adjusting and greasing for smooth operation etc complete all as specified and directed by Engineer-in-Charge.Note:-MS material used for repair work will be measured and paid separately. |
| 66 | M & L for providing precast cement concrete louvres and jallies, 40mm thick Type B0 1:2:4 using 12.5mm size aggregate including all mouldings but excluding frame set with CM 1:4 and demolition complete all as specified and directed by Engineer-in-Charge. |
| 67 | S & F for pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge.Note: Rate quoted deemed to include cost of making good disturbed masonry surface to match with existing etc using PCC 1:2:4/brick work/cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 68 | S & F for pre- painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof overing/ cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge. |
| 69 | M &L 6 mm thick Asbestos Cement sheet corrugated or semi corrugated in roofs, walls etc and fixed with J or L hook or cranked bolts with washers etc. complete all as specified and directed by Engineer-in-Charge. |
| 70 | S&F for Steel work in tubular posts, trusses, purlin, rafter etc. including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS-1161-1979 Fe-410W Grade E-250 Quality A complete all as specified and directed by Engineer-in-Charge. |
| 71 | S&F MS Plain plates, square cut, with riveted, bolted or welded attachment Fe-410-W (Gde-E-250) quality A complete all as specified and directed by Engineer-in-Charge. |
| 72 | M&L for Plain cement concrete C-2 type 1:3:6 (40mm graded aggregate) 75mm thick as in plinth protection complete all as specified and directed by Engineer-in-Charge. |
| 73 | M&L for 75mm thick Plain cement concrete (1:4:8) type D2 (40mm graded stone aggregate) as in sub base, rough finished surface complete all as specified and directed by Engineer-in-Charge. |
| 74 | M&L for 40 mm thick plain cement concrete (1:2:4) type B1 (20mm graded stone aggregate) finished the surface even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. |
| 75 | Demolition of stone slabs / chequered tiles / Interlocking tiles of any description or thickness in floors, aprons etc. laid, bedded and pointed in any mortar and rubbish off the premises complete all as specified and directed by Engineer-in-Charge. |
| 76 | M&L sand filling under paver blocks including watering and consolidation complete all as specified and directed by Engineer-in-Charge. |
| 77 | M & L for 60mm thick machine pressed precast cement concrete interlocking paver blocks M-35 garde any shape and size with grey cement and pigment rubber moulded with vibration technology set and jointed as per manufactures instructions laying over sand cushioning complete all as specified and directed by Engineer-in-Charge.Note : (i) Rate quoted by contractor shall deemed to inclusive of filleting the side of pavement with PCC (1:2:4) type B1 upto 150mm.(ii) Sand cushion will be measured & paid separetely. |
| 78 | M&L for chequered cement concrete tiles 300x300x25 mm thick with grey cement and pigment, machine pressed, set jointed and pointed in neat cement slurry in floors including 15 mm thick screed bed layer in CM 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 79 | Demolition of Concrete (Reinforced) of any description and in any position not otherwise specifically provided complete all as specified and directed by Engineer-in-Charge. |
| 80 | M&L for Pre Cast Cement Concrete 1:2:4 type B1 (using 20 mm graded aggregate) as in Cover slab for manholes etc set in cement mortor 1:6 including use and waste necessary form work (Reinforced shall be measured and paid seprately) complete all as specified and directed by Engineer-in-Charge. |
| 81 | M&L for Mild Steel TMT bars, 10mm dia & over , cut ot 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 wire complete all as specified and directed by Engineer-in-Charge. |
| 82 | M&L for MS TMT bars, 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders , cut ot 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 wire complete all as specified and directed by Engineer-in-Charge. |
| 83 | M&L preparation of old painted surface of Steel and iron work of any description not otherwise described over 10 cm. width or girth shall include brooming down or steel wire brushing; scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 09, 2026
11:30 IST
Tender Published
Tender notice published.
Today
Sep 21, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 12 daysSep 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysTender Documents
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