Tender For Repairs To Wooden, Pvc And Steel Joinery, Cup Boards, Kitchen Cabinet, Iron Gate And Grill, Plastering, Masonry Work In Omq, Officer Mess/In-Living And Golden Jubilee Area And Repairs To Drains, Culverts, Footpath And Miscellaneous Works I
Tender Value
35 Lakhs
Estimated cost
Bid Submission
29 Sep 2026
8 days left
EMD
70000
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 Repairs To Wooden, Pvc And Steel Joinery, Cup Boards, Kitchen Cabinet, Iron Gate And Grill, Plastering, Masonry Work In Omq, Officer Mess/In-Living And Golden Jubilee Area And Repairs To Drains, Culverts, Footpath And Miscellaneous Works In Golden Jubilee, Officer Mess/In-Living Area & Omq Area At Afs Tambaram (8932/E8)
BOQ
| Sl. No. | Item Description |
| 1 | Taking down chowkats or frames with shutters (without taking off shutter from the frames) not exc. 1.5 sqm each complete all as specified and directed by Engineer-in-Charge. |
| 2 | Taking down chowkats or frames with shutters (without taking off shutter from the frames) exc. 1.5 sqm but n exc 4.00 each complete all as specified and directed by Engineer-in-Charge. |
| 3 | Taking down shutters of any description not exc. 1.0 Sqm each complete all as specified and directed by Engineer-in-Charge. |
| 4 | Taking down shutters of any description exc. 1.0 Sqm but n exc 2.00 sqm each complete all as specified and directed by Engineer-in-Charge. |
| 5 | M&L for 2nd class hard wood plain straight solid chowkats and frames wrought, framed, rounded, chamfered put together with glue pinned joints and making good the surfaces complete all as specified and directed by Engineer-in-Charge. |
| 6 | S & F in repairs 2nd class hardwood exc 13 & n exc 25 sqcm plain fillets square, rectangular or triangular in section, clean sawn, secured with screws complete all as specified and directed by Engineer-in-Charge. |
| 7 | S & F in repairs 2nd class hardwood exc 6 & n exc 13 sqcm plain fillets square, rectangular or triangular in section, clean sawn, secured with screws complete all as specified and directed by Engineer-in-Charge. |
| 8 | S & F Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required; hooks (stay), heavy, for large gates; hook and pintle hinges; large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts of size 25x3 mm MS flat; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe 410-0 or Fe 310-0 complete all as specified and directed by Engineer-in-Charge. |
| 9 | M&L for cement concrete 1:2:4 type BI using 20mm graded stone aggregate as in bed block for hold fasts and coping incl necessary form work weathering slighly rounded or chamfered angles and treating and making good the disturbed portion complete all as specified and directed by Engineer-in-Charge. |
| 10 | S & F for window guard bars, plain, let in and fixed independently in wodden frames, L or T section section supports for shelves etc. and similar articles conforming to Fe 290-0 or Gde E-165 including making hole on wooden frame to insert guard bars complete all as specified and directed by Engineer-in-Charge. |
| 11 | M&L 2nd class hard wood plain framed factory made panel shutter 35 mm thick (two or three panels) with lock rail and panel of 9mm commercial ply or 12mm veneered particle board with commercial veneering on both faces, the size of rail & style as per IS 1003 (Part-I) Kiln seasoned and chemically pressure treated complete all as specified and directed by Engineer-in-Charge. |
| 12 | S&F 35 mm thick 2nd class hard wood gauzed and skeleton shutters for doors open rebated and prepared to receive glass, gauge etc., divided into square with plain chamfered or rounded mitered and rebated sash bars, any number, edges of framing, plain, chamfered or rounded, fitted with cut and mitred beads for securing glass etc, size of members of shutters all as specified in SSR Part-I Section 8 clause 8.20 (a) complete all as specified and directed by Engineer-in-Charge. |
| 13 | S & F 30mm thick 2nd class hard wood factory made glazed and skeleton shutter divided into square, with plain chamfered or rounded metred and rebital sash bar any number and framing moulded windows, ventilators, etc. provided with stiles and rails as specified in SSR Part I, Section 8 clause 8.20 (b) fitted to chowkats complete all as specified and directed by Engineer-in-Charge. |
| 14 | S & F factory made flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides, thickness 30 mm, etc complete all as specified and directed by Engineer-in-Charge. |
| 15 | S & F 75mm MS Butt hinges medium weight cold rolled complete all as specified and directed by Engineer-in-Charge. |
| 16 | S & F 100mm aluminium anodised, barrel tower bolts of extruded section length of bolt etc complete all as specified and directed by Engineer-in-Charge. |
| 17 | S & F 100mm extruded aluminium alloy handles, fabricated type, anodised, Size of handle etc complete all as specified and directed by Engineer-in-Charge. |
| 18 | S & F 125mm mild steel wire type I, Gate and shutter, hooks and eyes complete all as specified and directed by Engineer-in-Charge. |
| 19 | S & F 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. |
| 20 | S & F 4mm thick figured glass, pin head type andd 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. |
| 21 | 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. |
| 22 | S & F MS Butt hinges medium weight cold rolled of size 100mm complete all as specified and directed by Engineer-in-Charge. |
| 23 | S & F mild steel 175 mm, ordinary rat tail rod pattern springs including roller and roller plate complete all as specified and directed by Engineer-in-Charge. ( short type, fighter jet aeroplane shape type) |
| 24 | S & F in repairs mild steel 175 mm, ordinary rat tail rod pattern springs including roller and roller plate complete all as specified and directed by Engineer-in-Charge. ( short type, fighter jet aeroplane shape type) |
| 25 | S & F stainless steel wire cloth, 0.36 mm nominal dia of wire and average width of apreture 1.00 mm & fixed with stainless steel wire, staples complete all as specified and directed by Engineer-in-Charge. |
| 26 | M & L preparation of new surfaces of wood based material any description over 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed by Engineer-in-Charge. |
| 27 | S & F for Factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat of size 45 x 70 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modules of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixed in position with MS hold fast/ lugs/SS dash fasteners of required dia and length complete all as specified and directed by Engineer-in-Charge. |
| 28 | S & F for Factory Made WPC Solid modular flush Door Shutter, 30 to 35mm thick (stiles), with 2, 4, or 6 raised panel design with 2mm thick Moulded prelam PVC Sheet on the both faces fiixed to frame at site as per specification & drawing having density 500-700 Kg/m3 complete all as specified and directed by Engineer-in-Charge. |
| 29 | Resecuring and easing & adjusting without taking down shutters of any description not exc 1 Sqm each including all fittings complete all as specified and directed by Engineer-in-Charge. |
| 30 | Resecuring and easing & adjusting without taking down shutters of any description exc 1 Sqm and n exc 2 Sqm each including all fittings complete all as specified and directed by Engineer-in-Charge. |
| 31 | Taking down shutters of any description exc 1 Sqm and not exc 2 Sqm each including all fittings and re-fixing in the same opening after easing & adjusting without complete all as specified and directed by Engineer-in-Charge. |
| 32 | Taking down PVC chowkats/Frames of area not exc 1.5 Sqm with shutter (without taking off shutters from the frame) each complete all as specified and directed by Engineer-in-Charge. |
| 33 | Taking down PVC shutters of any description of area exc 1.0 Sqm but not exc 2.0 Sqm each complete all as specified and directed by Engineer-in-Charge. |
| 34 | S & F solid PVC door frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube in opening as per manufacturer instruction complete all as specified and directed by Engineer-in-Charge. |
| 35 | S & F factory made solid PVC Panel Door shutter 30mm thick (style) consisting of Frame made out of M.S Tube for top & Bottom rails. MS Frame shall be covered with heat moulded, Plain colour PVC ’C’ channel having a PVC Sheets strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for Top rail, lock rail bottom rail on either side and as gap insert for top rail and bottom rail, paneling of plain colour 5mm thick PVC sheet to be fitted in the MS Frame, welded/ sealed to stiles and rail with suitable PVC sheet beading, and joined together with solvent cement as per manufacture instruction complete all as specified and directed by Engineer-in-Charge. |
| 36 | S & F 100 MM Butt hinges, extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, type B-21 complete all as specified and directed by Engineer-in-Charge. |
| 37 | S & F 125 mm aluminium anodised barrel tower bolts of extruded section complete all as specified and directed by Engineer-in-Charge. |
| 38 | S & F 125 mm long extruded aluminium alloy handles, fabricated type, anodised complete all as specified and directed by Engineer-in-Charge. |
| 39 | S & F 300mm long aluminium alloy, anodised,sliding door bolt 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 and fixed, complete all as specified and directed by Engineer-in-Charge. |
| 40 | S & F for Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc. complete, drilled for fixing of steel sheeting or other covering doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing, Fe 410-W (Gde-E-250) quality-A, etc complete all as specified and directed by Engineer-in-Charge. |
| 41 | S & F Mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws,clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required, Thickness of sheet 0.80 mm, etc complete all as specified and directed by Engineer-in-Charge. |
| 42 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed by Engineer-in-Charge. |
| 43 | S & F for glazed Steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, frame complete with glazing bars, dovetailed or welded, etc complete all as specified and directed by Engineer-in-Charge. |
| 44 | S&F for for gauzed steel window with side hung shutters including projecting type hinges with steel handle and peg stay complete with out glazing bars dovtailed or welded complete all as specified and directed by Engineer-in-Charge. |
| 45 | S&F for Steel ventilator with top hung shutter including hinges, steel peg stay, complete all as specified and directed by Engineer-in-Charge. |
| 46 | M & L preparation of new steel surfaces any description over 10 cm in 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. |
| 47 | M&L for 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 tanksFe.290.Gde-E-165 complete all as specified and directed by Engineer-in-Charge. |
| 48 | 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. |
| 49 | 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. |
| 50 | S&F in repairs mild steel peg stays 150mm long for steel windows complete all as specified and directed by Engineer-in-Charge. |
| 51 | S&F in repairs of MS curtain rod 25mm decorated type, powder coated fixed complete all as specified and directed by Engineer-in-Charge. |
| 52 | S&F in repairs mild steel brackets for curtain rod 25mm dia , decorative type powder coated complete all as specified and directed by Engineer-in-Charge. |
| 53 | S & F powder coated (minimum thickness of powder coating 50 micron) aluminium anodised frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing, etc complete all as specified and directed by Engineer-in-Charge. |
| 54 | S & F powder coated (minimum thickness of powder coating 50 micron) aluminium anodised door shutters, aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, ruber neoprene packing, handles 2 Nos in each door, hinges, anodised aluminum snap beading screws, etc complete all as specified and directed by Engineer-in-Charge. |
| 55 | S & F for powder coated (minimum thickness of powder coating 50 micron) aluminium anodised window and ventilator shutters, fixed /sliding/side hung type without sash bar, aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws,three track etc complete all as specified and directed by Engineer-in-Charge. |
| 56 | S&F aluminium powder coated grills (pattern DG-104) weight of 2.00 to 3.20 Kg/Sqm for windows, ventilators, etc including jointing, cleats etc and fixed with medium screws into walls / frame work etc complete all as specified and directed by Engineer-in-Charge. |
| 57 | S&F 5.5 mm thick sheet glass, ordinary quality, and sheet glass is ground or obscured or frosted on one side fixed in aluminium door/window/ventilator glazing with rubber beading complete all as specified and directed by Engineer-in-Charge. |
| 58 | S&F 4.8 mm thick sheet glass, ordinary quality, and sheet glass fixed in aluminium window/ventilator glazing with rubber beading complete all as specified and directed by Engineer-in-Charge. |
| 59 | M&L 12 mm thick pre-laminated particle board, exterior grade, prelaminated one side with decorative choice lamination & other side balancing white lamination, fixed to aluminium frame with aluminium beading complete all as specified and directed by Engineer-in-Charge. |
| 60 | Resecuring, adjusting, cushioning minor repair of aluminum door,rubber beeding,lock etc without taking down, area exc 1.0 Sqm but n.exc 2.0 Sqm complete all as specified and directed by Engineer-in-Charge. |
| 61 | All as per item No 60 above but area n.exc 1.00 Sqm for windows complete all as specified and directed by Engineer-in-Charge. |
| 62 | M&L for taking down and carrying out repairs to aluminium doors area exc. 1.5 sqm but not exc. 5.0 sqm each by providing necessary new jointing cleat, glazing clips, rubber neoprene packing, handles 2 Nos. In each door, hinges anodised aluminium snap beading screw etc. and refixing in the same opening after repair complete all as specified and directed by Engineer-in-Charge. Note:- Glass or board ,if any shall be measured and paid for separately, |
| 63 | M&L for taking down and carrying out repairs to aluminium doors not exc. 1.5 sqm each by providing necessary new jointing cleat, glazing clips, rubber neoprene packing, handles 2 Nos. In each door, hinges anodised aluminium snap beading screw etc. and refixing in the same opening after repair complete all as specified and directed by Engineer-in-Charge. Note:- Glass or board,if any shall be measured and paid for separately |
| 64 | S & F door closer hydraulically regulated alluminium extruded section body designation No. 3, universal type, suitable for door shutters of 851 to 1200 mm in width and of weight between 61 to 80 kg and fixed complete all as specified and directed by Engineer-in-Charge. |
| 65 | S & F in repairs Door closer hydraulically regulated alluminium extruded section body designation No. 3, universal type, suitable for door shutters of 851 to 1200 mm in width and of weight between 61 to 80 kg and fixed complete all as specified and directed by Engineer-in-Charge. |
| 66 | S&F Brass mortice lock 4 levers, vertical type size 100 mm complete all as specified and directed by Engineer-in-Charge. |
| 67 | S&F in repairs brass mortice lock 4 levers, vertical type size 100 mm complete all as specified and directed by Engineer-in-Charge. |
| 68 | S&F 140 mm size floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring complete all as specified and directed by Engineer-in-Charge. |
| 69 | S&F in repairs 140 mm size floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring complete all as specified and directed by Engineer-in-Charge. |
| 70 | 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. |
| 71 | S&F for 75mm size aluminum anodised hasp & staple, safety type, brass with mild steel hinge pin including bolt to hinge plate and fixed with screws complete all as specified and directed by Engineer-in-Charge. |
| 72 | S&F in repairs for 75mm size aluminum anodised hasp & staple, safety type, brass with mild steel hinge pin including bolt to hinge plate and fixed with screws complete all as specified and directed by Engineer-in-Charge. |
| 73 | S&F in repair ball catches with 8mm dia steel ball and brass body and striking plate including letting in and fixed complete all as specified and directed by Engineer-in-Charge. |
| 74 | S&F for double action floor spring hydraulically regulated made up of minimum 1.25 mm thick alumin ium alloy sheet foundation box, main body with stainless steel cover, governing pivot made of brass, other parts made of mild steel heavy duty including taking down existing one complete all as specified and directed by Engineer-in-Charge. |
| 75 | S&F in repairs two lever door lock (vertical type), 100 mm long, brass body suitable for aluminium doors complete all as specified and directed by Engineer-in-Charge. |
| 76 | S&F in repairs 50mm width aluminium power coated door seal fixed at bottom of the door with screws/nails/ glue complete all as specified and directed by Engineer-in-Charge. |
| 77 | S&F in repairs 50mm width & 5mm thick rubber beading/door seal fixed at bottom of the door with screws/nails/ glue complete all as specified and directed by Engineer-in-Charge. |
| 78 | S&F in repair 3 to 4mm plain mild steel wire galvanised class 3, fixing to wood, concrete, steel etc including securing with and provision of galvanised iron tying wire, galvanised iron staples or steel pins etc complete all as specified and directed by Engineer-in-Charge. |
| 79 | Restraining and resecuring including making good staples etc of Plain mild steel wire in any dia and in any position as for mosquito nets, cloth drying net and the similar work and fixing to straining bolts,hooks,eyes etc complete all as specified and directed by Engineer-in-Charge. |
| 80 | Demolition of brick work or stone masonary, built in cement mortar complete all as specified and directed by Engineer-in-Charge. |
| 81 | M & L for brick work with sub-class `B' bricks, straight or curved on plan exceeding 6 M mean radius built in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 82 | M&L for Brick work with sub class old half brick size straight or curved on plan exc 6 m mean radius in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 83 | Taking down cement plaster any description on brick or stone walls, including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge. |
| 84 | M&L for 10mm thick in CM 1:6 rendering on brick or concrete surfaces finished even and smooth (without using extra cement) complete all as specified and directed by Engineer-in-Charge. |
| 85 | 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. |
| 86 | M&L for Rendering 5mm thick in CM 1:3 as in ceilings concrete surfaces finished even and smooth (without using extra cement) complete all as specified and directed by Engineer-in-Charge. |
| 87 | Supply only Liquid water proofing compound complete all as specified and directed by Engineer-in-Charge. |
| 88 | M&L for preparing newly plastered surfaces and applying three coats of white wash on walls complete all as specified and directed by Engineer-in-Charge. |
| 89 | M & L preparation of new surfaces of walls plastered or unplastered etc and applying two coat of cement based paint paint on wall surfaces complete all as specified and directed by Engineer-in-Charge. |
| 90 | M&L for preparing newly plastered surfaces and applying three coats of white wash on ceiling complete all as specified and directed by Engineer-in-Charge. |
| 91 | M&L for preparation of new plastered surfaces of walls and applying two coats of oil bond distemper over a coat of chalk whiting primer paint on plastered surface complete all as specified and directed by Engineer-in-Charge. |
| 92 | S&F in repair stainless steel wire cloth 0.36 mm nominal dia of wire & average width of aperture 1.40mm and fixed with wooden beading, and tinned tack or galvanised wire staples or necessary nut & bolt etc complete all as specified and directed by Engineer-in-Charge. |
| 93 | Taking down of rolling shutters exc 10 sqm n.exc 20 sqm area but straightening of certain making of good edges guide channels necessary reviting/ welding of (but except material) repairing of head cover fixing rotating shaft and refixing the same after repair greasing the glide channels to make the smooth functioning,including complete fixing of cover necessary PCC and brick work etc and matching the surfaces with existing surface etc complete all as specified and directed by Engineer-in-Charge. Note : Replacement of parts shall be measured and paid separately. |
| 94 | M&L for welding in repairs exc 6mm and not exc 9mm in thickness and not exc 2.5cm in length complete fixed in position complete all as specified and directed by Engineer-in-Charge. |
| 95 | M&L for welding in repairs exc 6mm and not exc 9mm in thickness exc 2.5cm not exc 5cm in length complete fixed in position complete all as specified and directed by Engineer-in-Charge. |
| 96 | M & L for running welding in repairs not exceeding 6mm thick metal sheets such as dovetailed hinges, peg stay assembly and MS butt hinges etc with steel window and steel frames of doors complete all as specified and directed by Engineer-in-Charge. |
| 97 | S & F for Steel rolling shutters, with out ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated, complete: push pull or manual type thickness of lath 1.25mm complete all as specified and directed by Engineer-in-Charge. |
| 98 | S & F for Safety lever locks mild steel with 4 levers for rolling shutters complete all as specified and directed by Engineer-in-Charge. |
| 99 | S & F for Ball bearing for rolling shutters complete all as specified and directed by Engineer-in-Charge. |
| 100 | Dismantling boarding, any description, fixed in any position with screws complete all as specified and directed by Engineer-in-Charge. |
| 101 | S&F in repair pre-laminated 18 mm thick lead free factory made 100% Solid WPC (Wood Polymer composite) sheet having high natural fiber contains 25 to 30 % wood colour sheet with density not less than 600 kg /Cbm bent 90°and the weight of sheet of 1 sqm should be 11 kg(+/- 5%) manu facture by ISO-9001-2015 certified company, the sheet should be 100% termite/water proof, fire rertradent, Eco friendly, and finish at all edges at level for making edges lipping using binding tape etc as in Kitchen cupboard,Cabinet fitted with SS screws etc complete all as specified and directed by Engineer-in-Charge. |
| 102 | All as per Item No 101 but both side prelam without printed complete all as specified and directed by Engineer-in-Charge. |
| 103 | S&F 18/19mm thick Veneered decorative plywood, grade 1 (with BWR resin) with decorative face veneers on one faces other is plain lamination; fixed with screws to timber frame work, complete all as specified and directed by Engineer-in-Charge. |
| 104 | S & F continous (piano) hinges mild steel, 40mm width of flaps (when open) , bright finish or electrogalvanised in repair complete all as specified and directed by Engineer-in-Charge. |
| 105 | S&F in repair Magnetic catcher as appproved by GE fitted with nuts and bolts complete all as specified and directed by Engineer-in-Charge. |
| 106 | M&L for Zinc finished telescopic drawer channel 18 inch long, ball bearing slide for kitchen cabinets and wardrobe complete all as specified and directed by Engineer-in-Charge. |
| 107 | M& L for Auto closing hinges 35 mm of 0 crank (KH-001 or 8 crank (KH-002) openble at 110 degree for kitchen cabinet shutters complete all as specified and directed by Engineer-in-Charge. |
| 108 | S&F in repair mortice lock of mild steel vertical type of size 100mm 6 Lever complete all as specified and directed by Engineer-in-Charge. |
| 109 | S&F 40mm dia, cupboard knobs fixed with nut, screw and washer of mild steel, bright finished complete all as specified and directed by Engineer-in-Charge. |
| 110 | S & F for 75mm brass handles, cast type, polished bright complete all as specified and directed by Engineer-in-Charge. |
| 111 | S&F teak wood lipping, 6 mm thick, fixed with nails to 18/19 mm thick block board or veneered particle board complete all as specified and directed by Engineer-in-Charge. |
| 112 | M&L for treatment at points of contact of wood work by chemical emulsion ( in oil or kerosene based solution ) @ 0.5 litre / hole by drilling 6mm dia holes at a downward angle of 45 degree at 150mm centre to centre and sealing the same complete all as specified and directed by Engineer-in-Charge. |
| 113 | M&L for providing and spraying chemical emulsion over wood / wood based material like ceiling, cupboard kitchen cabinet etc @ 1.00 ltr per 10 sqm of area affected by termites complete all as specified and directed by Engineer-in-Charge. |
| 114 | S & F in repair 100 mm long extruded aluminium alloy handles, fabricated type, anodised complete all as specified and directed by Engineer-in-Charge. |
| 115 | S & F in repair 125 mm long extruded aluminium alloy handles, fabricated type, anodised complete all as specified and directed by Engineer-in-Charge. |
| 116 | S & F in repair 100mm aluminium anodised, barrel tower bolts of extruded section length of bolt etc complete all as specified and directed by Engineer-in-Charge. |
| 117 | S & F in repair 125mm aluminium anodised, barrel tower bolts of extruded section length of bolt etc complete all as specified and directed by Engineer-in-Charge. |
| 118 | S & F in repair 300mm long aluminium alloy, anodised,sliding door bolt 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 and fixed, complete all as specified and directed by Engineer-in-Charge. |
| 119 | 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 Engr-in-charge, and after preparing the surface smooth applying one coat of oil bound distemper (washable) by using paint roller or roller brush, as per existing or as approved tint/colour complete all as specified and directed by Engineer-in-Charge. (i) The prepared surface after wall putty, the contractor will inform to the GE as well as Engineer-in-Charge for site inspection before applying further finishes. Please note that further finishes work will start only after approval of the prepared surface from the GE as well as Engineer In Charge. |
| 120 | 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. (i) The prepared surface after wall putty, the contractor will inform to the GE as well as Engineer-in-Charge for site inspection before applying further finishes. Please note that further finishes work will start only after approval of the prepared surface from the GE as well as Engineer In Charge. |
| 121 | M&L Rendering 15mm thick on fair faces of stone masonry surface of walls in cement mortar 1 : 4 and finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 122 | 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. |
| 123 | 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. |
| 124 | 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. |
| 125 | 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. |
| 126 | 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. |
| 127 | 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. |
| 128 | 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. |
| 129 | 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. |
| 130 | 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. |
| 131 | Demolition of cement concrete (Un-reinforced) in ground floors and pavings n exc. 15cm thick (Below or above ground level) complete all as specified and directed by Engineer-in-Charge. |
| 132 | M&L for 100 mm thick PCC 1:2:4 type B-1, (using 40mm graded stone aggregate) for footpath / hard standing finishing surface of concrete even and rough without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 133 | 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. |
| 134 | M&L for 75mm thick PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in sub base and finishing surface of concrete even and rough to receive the topping layer complete all as specified and directed by Engineer-in-Charge. |
| 135 | M&L sand filling under paver blocks including watering and consolidation complete all as specified and directed by Engineer-in-Charge. |
| 136 | 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. |
| 137 | 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. |
| 138 | M&L for boulder pitching, laid, hand packed tightly and is grouted with cement and sand mortar 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 139 | Demolition and breaking up drain pipes (Salt glazed ware, AC orReinforced concrete) set in cement mortar complete all as specified and directed by Engineer-in-Charge. |
| 140 | M&L for reinforced concrete pipes 750MM bore,class NP3, laid and jointed complete with collars complete all as specified and directed by Engineer-in-Charge. |
| 141 | M&L for Concrete bed to drain pipes including forming cradles; in 750mm bore pipe PCC ratio 1:4:8 type D-2 complete all as specified and directed by Engineer-in-Charge. |
| 142 | M&L for reinforced concrete pipes, class NP2, laid and jointed completewith collars drain pipes 200mm 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. |
| 143 | M&L for concrete bed to drain pipes 200mm dia bore using plain cement concrete (1:4:8) type D2 (using 40mm graded stone aggregate) including packing under and haunching against the sides of pipes after they are laid and tested in complete all as specified and directed by Engineer-in-Charge. |
| 144 | M & L for providing precast cement concrete louvres and jallies, 35mm 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. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysOct 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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