Tender For Repair And Maint Of Hangar Doors, Roofs Including Annexe Bldgs And Certain Tech Bldgs In North Side Of Runway At Af Stn Bhisiana
Tender Value
Ref. Documents
Estimated cost
Bid Submission
05 Aug 2025
0 days left
EMD
76000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
bhisiana → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Repair And Maint Of Hangar Doors, Roofs Including Annexe Bldgs And Certain Tech Bldgs In North Side Of Runway At Af Stn Bhisiana
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 16-Jul-2025 | Amendment | Other | 29-Jul-2025 |
| 2 | 29-Jul-2025 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 05-Aug-2025 |
BOQ
| Sl. No. | Item Description |
| 1 | Taking down cement plaster on brickwalls, concrete surface, static water tanks etcetc including Racking out joints hacking to key scrubbing down with water etc, complete all as specified and directed by Engineer in charge. |
| 2 | M&L for renderingon concrete/ brick surfaces 15mm thick in CM 1:4 (externally) finished even and fair at height upto 10 mtr, complete all as specified and directed by Engineer in charge. |
| 3 | M&L for preparation new plastered surface of wall, concrete surface and applying two coats of all weather exterior emulsion paints in camouflaging pattern @1.43 litre/10 sqm over and including priming coats of exterior primer of same make applied @0.9 litre/10 sqm as per new sigma pattern generated by station authority and RGB value variation from 110 to 171 by using 4 to 5 colour shades as per approved pattern at a height n.exc 25 mtr as per sample approved by GE, complete all as specified and directed by Engineer in charge.(note: the % of the colour may change without any financial effect.) |
| 4 | M&L for rendering 10 mm thick in CM 1:6 on concrete/brick wall surfaces finished surface even and smooth without using extra cement, complete all as specified and directed by Engineer in charge. |
| 5 | M&L for Preparation of newly plastered surfaces of walls including cornicespilasters etc and applying two coat of oil bound Distemper(OBD) over a coat of priming surface, complete all as specified and directed by Engineer in charge. |
| 6 | Demolition of brick work built in cement mortar, complete all as specified and directed by Engineer in charge. |
| 7 | M&L for Brick work with sub class \"B\" bricks straight or curved on plan exc 6 m mean radius built in cement mortar 1:6, complete all as specified and directed by Engineer in charge. |
| 8 | M&L for Brick work with sub class \"B\" bricks straight or curved on plan exc 6 m mean radius built in cement mortar 1:6(Except brick), complete all as specified and directed by Engineer in charge. |
| 9 | M&L for Brick work with sub class \"B\" bricks straight or curved on plan to any radius in halfbrick thick walls in CM 1:4, complete all as specified and directed by Engineer in charge. |
| 10 | M&L for hangar door seal of rubber (PVC ) having width of 150 mm , 4-5 mm thick to fix at hangar doors, BP doors with fixing arrangement of screw with washer as per site requirement, prevent the gap between doors as per site, complete all as specified and directed by Engineer in charge. |
| 11 | M&L forRepair/Maintenance to existing sliding Hangar door shutter, each leaf of size exc 2.50 M but n.exc 7.50 (clear width) and 7.50 to 12.0 M (clear height), straightening of worn-out top & bottom rails, replacing unserviceable rollers, tightening/replacing the loose nut and bolts, necessary /required welding, replacement of broken locking arrangement oiling, greasing etc and positioning of door shutter in same opening for smooth functioning of hanger door shutter incl. resetting of derailed steel gates on the existing rail, welding, drilling etc, complete all as specified and directed by Engineer in charge.Note:- (a)Repair Work shall be carried out on Quarterly basis (i.e. after Every 3 Months and when requiredon urgent basis)(b) The replacement of broken/old parts such as Nuts, Bolts, Rods, Flat Iron, Angle Iron, channel ,Guide Rail, Ball Bearing, and welding work etc. shall be measured and paid separately. |
| 12 | M&L for Cleaning/greasing/oiling of \"Hangar wheel track/Rail at Top\" of any description, welding of members if required tightening of screws/nuts,bolts of door and wheels etc including rectifying the alignment of top guide channel /Rail/ Angle & connecting members etc complete for smooth functioning of hangar doors, complete all as specified and directed by Engineer in charge.Note:- (a)Repair Work shall be carried out on Quarterly basis (i.e. after Every 3 Months and when requiredon urgent basis) (b) Rate of scaffolding, ladders, safety arrangements and any other arrangements as required shall be deemed to be included in quoted rates.(c) The replacement of broken/old parts such as Nuts, Bolts, Rods, Flat Iron, Angle Iron, channel ,Guide Rail, Ball Bearing, and welding work etc shall be measured and paid separately. |
| 13 | M&L for Cleaning/greasing/oiling of \"Hangar bottom rail track \" of any description, welding of members if required tightening of screws/nuts,bolts of door and wheels etc including rectifying the alignment of bottom guide channel /Rail/ Angle & connecting members etc complete for smooth functioning of hangar doors, complete all as specified and directed by Engineer in charge.Note:- (a)Repair Work shall be carried out on Quarterly basis or when ever requiredon urgent basis.(b) The replacement of broken/old parts such as Nuts, Bolts, Rods, Flat Iron, Angle Iron, channel ,Guide Rail, Ball Bearing, and welding work etc shall be measured and paid separately. |
| 14 | M&L for Oiling and greasing to pullies of each steel sliding hangar doors, cleaning with using standard thinner such as carbon tetra chloride/ Benzeen and making smooth functioning to reduce the friction of door, complete all as specified and directed by Engineer in charge.Note:- (a)Repair Work shall be carried out on Quarterly basis (i.e. after Every 3 Months and when requiredon urgent basis) (b) Rate of scaffolding, ladders, safety arrangements and any other arrangements as required shall be deemed to be included in quoted rates. |
| 15 | M&L for Repairs/ Maintenance to Steel sliding/ operable Gate on tarmac near hangars, span length exc 5.0 mtr but n.exc 25 mtralong with fencing/wall, Oiling/ Greasing of all Moving Parts of the Gate and making Serviceable for smooth functioning , Free Movement of Gate including replacement and welding, drilling, etc. of all Minor Parts (viz Nuts, Bolts, Rods, Flat Iron, Angle Iron, Guide Rail, Ball Bearing, etc. of Steel Gate, complete all as specified and directed by Engineer in charge. |
| 16 | M&L for Repairs/ Maintenance to Steel rolling shutters ,areaexc 9.0 sqm but n.exc 35 sqm,for Oiling/ Greasing of all Moving Parts of the shutter and making Serviceable for smooth functioning , Free Movement of rollong shutter including replacement and welding, drilling, etc. of all Minor Parts (viz Nuts, Bolts, Rods, Flat Iron, Angle Iron, Guide Rail, Ball Bearing, etc, complete all as specified and directed by Engineer in charge. |
| 17 | M&L for Running Welding in Repairs, Thickness of Metal to be welded n. exc. 6.0mm and not exc. 2.5 Cm in Lengthfor Steel Gate, hangar gate, etc, complete all as specified and directed by Engineer in charge. |
| 18 | M&L for Running Welding in Repairs, Thickness of Metal to be welded n. exc. 6.0mm and exc. 2.5 cm in length butnot exc. 5 Cm in Lengthfor Steel Gate, hangar gate, etc, complete all as specified and directed by Engineer in charge. |
| 19 | M&L for Running Welding in Repairs, Thickness of Metal to be welded exc. 6.0 mm but n. exc. 9.0mm and not exc. 2.5 Cm in Lengthfor Steel Gate, hangar gate, etc, complete all as specified and directed by Engineer in charge. |
| 20 | M&L for Running Welding in Repairs, Thickness of Metal to be welded exc. 6.0 mm but n. exc. 9.0mmand exc. 2.5 cm in length butnot exc. 5 Cm in Lengthfor Steel Gate, hangar gate, etc, complete all as specified and directed by Engineer in charge. |
| 21 | Dismantling ofPlain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings at any height upto 20 mtr with necessary scaffolding arrangement, complete all as specified and directed by Engineer in charge. |
| 22 | S&F 0.63 mm thick Galvanised, corrugated mild steel sheeting with two corrugations side lap , fixed with self taping screws and washers orL-type,J type or cranked hook bolts , in hangar roofs, walls cladding etc. with grade of zinc coating 275 at height upto 20 mtr. complete all as specified and as directed by Engr-in-charge. |
| 23 | M&L for Except sheetingof any thickness, any type, fixed with self taping screws and washers orL-type,J type or cranked hook bolts , in hangar roofs, walls etc. with grade of zinc coating 275, complete all as specified and directed by Engineer in charge. |
| 24 | S&FPre-painted galvalume aluminium zinc coating GI based Plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, ridge portion fixed with self tapping screws as specified provided at height upto 20 mtr, complete all as specified and directed by Engineer in charge. |
| 25 | S&F pre-painted olive green colour galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in hangar roof covering/cladding to wall, fixed with self tapping screws or L/J- type hook at height upto 20 mtr, complete all as specified and directed by Engineer in charge. |
| 26 | S&F6.0 mm thick Fibre glass reinforced translucent corrugated sheeting with two corrugationsside lap fixed with coach screw and washer in hangar roof, wall cladding etc.at height upto 20 mtr, complete all as specified and directed by Engineer in charge. |
| 27 | S&F6.0 mm thick Fibre glass reinforced translucent plain sheeting with side lap fixed with coach screw and washer in hangar roof, wall etc, complete all as specified and directed by Engineer in charge. |
| 28 | Levering up edges of old plain or corrugated sheets (end or side) fixed to wood or steel framing, inserting end or side edge of new (sheet supplied by the M.D. for fixing only) and nailing, screwing, bolting or riveting including making good the joint between old and new sheets, complete all as specified and directed by Engineer in charge. |
| 29 | M&L for Preparation of old corrugated, semi corrugated/ plain steel surface of any description as on steel gates , steel wall/cladding surface over 10cm width or girth and applying a coat of Synthetic Enamel Paint incamouflaging pattern@ 0.90 litre/10 sqm as per new Sigma pattern generated by Station Authority andnew Sigma pattern approved by the Station Authority and RGB Value variation from 110 to 171by using 4 to 5 Colour shades as per approved pattern at a height n.exc 25 mtr as per sample approved by GE, complete all as specified and directed by Engineer in charge.Note : The % of the colours may change without any financial effect. |
| 30 | M&L for preparation of new Corrugated, Semi Corrugated/ Plain steel surface of any description as on sloped roof , wall/cladding surface over 10cm width or girth and applying two coats of Synthetic Enamel Paint in camouflaging pattern @1.43 litre/10 sqm over and including priming coats of exterior primer of same make applied on steel surface @0.9 litre/10 sqm as per new Sigma pattern generated by Station Authority and RGB Value variation from 110 to 171by using 4 to 5 Colour shades as per approved pattern at a height n.exc 25 mtr as per sample approved by GE, complete all as specified and directed by Engineer in charge.Note : The % of the Colours may change without any financial effect. |
| 31 | S&F in repair stainless steelwinddrivenindustrial air ventcirculatorwith capacity 2700 CFMto be mounted on top of FRP bore plate size 1.5 ft X 3.5 ft x 2 mm thick venture doom including necessary cutting of existing hangar roof sheets, ceiling with water tight arrangement etc, completewith supporting arrangementsand having following technical specification of fan:-Throat dia- 590-630mm, Body dia- 680-760 mm, Height = 430-450 mmNos of blades/ fins-35 -40 (SS thickness of fins : 0.50 mm Moc of top cover & mounting ring SS internal fitting (shaft, base frame & connecting rods) GI revolution mechanism double je sealed wall bearing and self lubricated bylon brush, fixing at site as per manufacturer instructions at height upto 20 mtr, complete all as specified and directed by Engineer in charge. |
| 32 | S&F of Bird proof wire net (nylon material) of mesh size 25mm x25mm/20mmx20mm, in hangerceiling upto an height of 15 mtrs incl taking down, required drilling in RCC/Brick wall for fixing with screw or bolts etc and making area good, complete all specified and directed.Note: all necessary arrangements like scaffolding, ladder , cradles etc will be procured by contractor for smooth execution and protective measures without any extra cost to department, complete all as specified and directed by Engineer in charge. |
| 33 | Fixing only or re fixing of Bird proof wire net of any size in hangerceiling upto an height of 15 mtrs incl taking down , cleaning of wire net and refixing,resecuring as required incl drilling (if required ) in RCC/Brick wall for fixing with screw or bolts etc and making area good, complete all as specified and directed by Engineer in charge.Note: all necessary arrangements like scaffolding, ladder, cradles etc will be procured by contractor for smooth execution and protective measures without any extra cost to department. |
| 34 | S&F in repairs 150 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls with and including clamps of flat iron and nut bolts including dismantling of oldrain water pipe etc, complete all as specified and directed by Engineer in charge. |
| 35 | S&F 150 mm bore PVC (SWR) bends any radius incl couplers (if required), complete all as specified and directed by Engineer in charge. |
| 36 | S&F 150 mm bore PVC (SWR) reducers any radius, complete all as specified and directed by Engineer in charge. |
| 37 | M&L for Bands, straps, supports or staysfor 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, 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 small articles conforming to Fe-290 Gde-E-165, complete all as specified and directed by Engineer in charge. |
| 38 | S&F in replacement of Safety lever locks mild steel with 4 levers for rolling shutters, complete all as specified and directed by Engineer in charge. |
| 39 | S&F in replacement of Ball bearing of any dia for rolling shutters, complete all as specified and directed by Engineer in charge. |
| 40 | S&F Steel rolling shutters of 1.25mm thickness of laths, but gear operated type with bevel gear box and crank handle , as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated of gear operated type with bevel gear box and crank handle including taking down of existing shutter, complete all as specified and directed by Engineer in charge. |
| 41 | Demolition of cement concrete (unreinforced) in ground floor and pavings n exc 15 cm thickness (below or above ground level), complete all as specified and directed by Engineer in charge. |
| 42 | M&L for 25 mm thick plain cement concrete 1:2:4 type B-0 (using 12.50 mm graded stone aggregate as onlytop floor finish repairs & making good to match and levelled with existing surface or surrounding surface, complete all as specified and directed by Engineer in charge. |
| 43 | Demolition of cement concrete any description in any position not otherwise specifically provided, complete all as specified and directed by Engineer in charge. |
| 44 | M&L cement concrete 1:2:4 type B-0 (using 12.5 mm graded stone aggregate) as in roof kerbs, mud stops, topcopping rounded PCC as in kerbs/covet fillet, complete all as specified and directed by Engineer in charge. |
| 45 | Taking down existing hangar door wheel shaft of hangar door, cutting by gas welding etc with necessary arrangement for lifting door through jack etc, for removing hangar door wheels, complete all as specified and directed by Engineer in charge. |
| 46 | S&F in repair Hangar door wheel weight 20.00 Kgs to 35 kgs each, fixing in position by lifting existing hangar door to put in position, greasing and with necessary lifting, jacking, welding work including fixing of shaft with two or more Nos Ball bearings of suitable size with locking pin etc, complete all as specified and directed by Engineer in charge.(Note : Ball Bearing shall be measured and paid for separately) |
| 47 | S&F in repair Hangar door wheel weight 5 Kgs to 10 kgs each, fixing in position by lifting existing hangar door to put in position, greasing and with necessary lifting, jacking, welding work including fixing of shaft with two or more Nos Ball bearings of suitable size with locking pin etc, complete all as specified and directed by Engineer in charge.(Note : Ball Bearing shall be measured and paid for separately) |
| 48 | M&L for re-fixing of wheel at same position (obtained from item No 45 above) after overhauling to existing hangar door wheel through greasing, alignment, changing shaft/ ball bearing along with safety pins, making function able, complete all as specified and directed by Engineer in charge. |
| 49 | S&Fin replacement of Ball bearing of any dia for hangar wheels, complete all as specified and directed by Engineer in charge. |
| 50 | S&F in repairs hangar door wheel (top of hangar door height n. exc 15m) of dia not exceeding 200mm, 30-50 mm thick, having hole on centre n. exc 20 mm dia to fix nuts and bolts to facilitate to hangar door move smoothly, fixing in position by lifting existing hangar door to put in position, greasing and with necessary welding work etc, complete all as specified and directed by Engineer in charge.Note:- (a) Rate of scaffolding, ladders, safety arrangements and any other arrangements as required shall be deemed to be included in quoted rates. |
| 51 | S&F in repair Mild steel screw bolt Machine made with hexagonal or square head at one end and scewed at another end or screwed at both end to be fitted with washer exc 10cm and n exc 15 cms long of shank dia 16 mm to 20 mm, complete all as specified and directed by Engineer in charge. |
| 52 | Dismantling structural steel work including doors, gates but excluding framed truss etc, complete all as specified and directed by Engineer in charge. |
| 53 | M&L Mild Steel Framed Work such as hangar Steel Doors or Gates of Angle or other Sections with Gusset Plate, Rails, Braces, etc as required at site or directed, 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 confirming to Fe-290, Gde-E-165, complete all as specified and directed by Engineer in charge. |
| 54 | M&L for 1.0 mm thick Mild steel, plain sheet in wall/vertical surface 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 plain40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required, complete all as specified and directed by Engineer in charge. |
| 55 | Hacking out old broken glass (any thickness, size, quality or description ) from metal frame incl punching or drilling out old glazing pins and providing fixing new one 4.0 mm glass, exc 0.5 sqm each pane with putty, complete all as specified and directed by Engineer in charge. |
| 56 | M&L for preparing New or previously untreated Steel and Iron Surfaces of any description, over 10 Cm width or girth and applying Two Coats of Synthetic Enamel Paint (First quality) over a Red Oxide Zinc Chrome Primer at height upto 15 mtr, complete all as specified and directed by Engineer in charge. |
| 57 | M&L for preparing Old Treated/Painted Steel and Iron Surfaces of any description, not otherwise described, over 10 Cm width or girth and applying One Coat of Synthetic Enamel Paint (First quality),at height upto 15 mtr, complete all as specified and directed by Engineer in charge. |
| 58 | M&L preparing for old concrete/ brick Surfaces of any description over 10cm girth or width, not otherwise described applying two coats of Synthetic Enamel Paint (First quality) over a coat of Primer, complete all as specified and directed by Engineer in charge. |
| 59 | NOTE: for srl No: 1 to 58(a) These items will be executed in hangar roofand walls at height upto 25 mtr from ground level, suitable all necessary arrangement shall be made by the contractor to work at the height of 25 meter.(b) Sufficient arrangement shall be made by the contractor to protect existing floor during dismantling/fixing of sheets, Nothing extra shall be paid to contractor on this account . if any damage made to floor during execution of work the same shall be made good as per existing specification of floor by the contractor without any extra cost.(c) Dismantling of sheets should be done carefully without damage to structure and earthling strip if any. if earth strip required to be dismantled, contractor will refix the same after providing sheet without any extra cost. |
| 60 | M&L for Rough Cast Plaster on Brick Walls consisting Under Coat of Cement and Sand Mortar 1:3 not less than 10mm thick and while it is still in Plastic state the Rough Cast Mixture consisting of Crushed Stone or Fine Gravel mixed with Coarse Sand and Cement in the Ratio 1:1:1 shall be applied and finish Even, complete all as specified and directed by Engineer in charge. |
| 61 | M&L for preparation of newly plastered surface of walls & applying two coats of fire resisting paint over a coat of primer as per manufacturer instruction, complete all as specified and directed by Engineer in charge. |
| 62 | M&L for rendering 5 mm thick in CM 1:3 on concrete surfaces finished surface even and smooth without using extra cement as in ceiling surfaces, complete all as specified and directed by Engineer in charge. |
| 63 | M&L for preparation of newly plastered surface of ceiling including cornices pilasters etc. And applying three coat of white wash on ceiling, complete all as specified and directed by Engineer in charge. |
| 64 | M&L for renderingon concrete/brick surfaces 10 mm thick in CM 1:3 with water proofing compound on fair faces of brick or concrete wall surfaces of SWT finished even and fair without using extra cement, complete all as specified and directed by Engineer in charge. |
| 65 | M&L for Cleaning of SWTof any description and capacity not less than 5000 liters, descaling, washing complete with soap solution and removing vegetation/ spoil/ silt from SWT incl removing of spoil out side of area as directed incl repair if required or applying water proofing solution & confirming to leak proofto the entire satisfaction, complete all as specified and directed by Engineer in charge.NOTE: Plaster and water proofing compound should be measure and paid separately. |
| 66 | Supply only Integral waterproofing compoundfor SWT treatment having sp. Gravity 1.65-1.75 confirming to BS 6920: part-1:2000,non toxic, coverage area approx-1.5 -2.0 kg/sqm @ 1mm thickness for 2 coats over entire surface, having water resistance 0.09 cm/km, complete all as specified and directed by Engineer in charge. |
| 67 | M&L for 24 gauge chicken wire mesh for plastering work at joints of wall & beam Rcc etc, of10 mm to 13 mm opening dia size, fix with nails, screws or supporting arrangement as required or as, complete all as specified and directed by Engineer in charge. |
| 68 | M&L for rendering 15 mm thick in cm 1:6 on brick surfaces finished even and fair without using extra cement, complete all as specified and directed by Engineer in charge. |
| 69 | Dismantling floor , hearth or wall tiling including cement mortar bedding (but not backing ) removingrubbish outsideMD land, complete all as specified and directed by Engineer in charge. |
| 70 | M&L for non skid ceramic tiles/ non skid tiles coloured,area of eachtile exceeding 0.11 sqm but not exceeding 0.16sqm as per the existing tiles and size as suitable/ matching with the existing tiles in dados/ floors including set and jointed in neat cement in CM 1:6 slurry and pointed in white or coloured cement to match the colour of tile, complete all as specified and directed by Engineer in charge. |
| 71 | M&L for glazed ceramic coloured tiles of size 450x300 x 6 to 7 mm thick on vertical surface such as skirting/dado etc. ,set and jointed in neat cement slurry and pointed in white or coloured cement to match the colour of tile with & including rendering 10 mm thick cement plasterin cement mortar 1:4 finished rough to fix tiles, complete all as specified and directed by Engineer in charge. |
| 72 | M&L for Vitrified Ceramic tiles light shed 10 mm thick (square/ rectangular) polished, area of each tilesn.exceeding 0.36 sqm, in floors etc. set and jointed in neat cement slurry and pointed in whiteor coloured cement to match laid over and including 10 mm thick cement screed bedding layer in cement mortar 1:6, complete all as specified and directed by Engineer in charge. |
| 73 | M&L for Vitrified Ceramic tiles light shed 10 mm thick (square/ rectangular) polished, area of each tilesn.exceeding 0.36 sqm, in dado/skirting etc. set and jointed in neat cement slurry and pointed in whiteor coloured cement to match laid over including 10mm thick screed bedding layer in cement mortar 1:4 walls, finished even and rough to receive the top layer, complete all as specified and directed by Engineer in charge. |
| 74 | M&L for 100 mm thick plain cement concrete 1:4:8 type D-2 (using 40mm graded stone agg as in sub base finishing the surface even and rough to receive floor finishes, complete all as specified and directed by Engineer in charge. |
| 75 | M&L for 75 mm thick Cement Concrete 1:2:4 type B-1 (using 20 mm graded stone aggregate) finishing surface as in floor/ top surface/ finish surface, complete all as specified and directed by Engineer in charge. |
| 76 | M&L for cement concrete 1:2:4 type B-0 (using 12.5 mm graded stone aggregate) as in roof kerbs, mud stops, top of SWTs copping rounded PCC as in kerbs/covet fillet, complete all as specified and directed by Engineer in charge. |
| 77 | M&L for 75 mm thick Plain Cement Concrete 1:3:6 type C-1 (using 20mm graded stone aggregate) as in plinth protection finished surface even and smooth without using extra cement, complete all as specified and directed by Engineer in charge. |
| 78 | Demolition wall and ceiling boards (fiber, pulp, insulation etc) or insulation boards/slabs/blankets, any thickness including cover fillet, complete all as specified and directed by Engineer in charge. |
| 79 | M&L Elegant Tile made of perforated cement fiber composite 595x595/295X1195/595X1195x5mm covered with absorptive microfiber coating on the front side and Acoustics fiber on the back side, water resistance, fire resistant absorption coefficient upto 0.89 at 160 Hz tested as per ISO 354. The tiles are anti-sag and installed on T24 grid system of 0.6mm thick Main \"T\" length minimum 3000mm, web minimum 35mm to be placed at 600mm center to center and secondary cross \"T\" of length 600mm web minimum 35mm inter locked, Wire Support for Main T to be taken at every 1200mm length wise and 600mm width wise, with a backing of 50mm 1000 GSM thick absorb wool tested as per Fire Retardant IS 15061-2002 for excellent results, complete all as specified and directed by Engineer in charge. |
| 80 | M&L for Plain, Aluminium sheeting 0.56 mm Th, Alloy 31000 H4 in ridges, hips, valley gutter, drip and straight flashing ,weep holes cover and similar work, cut to size as per site requirement , holes punched; including round headed screws, clout nails or rivets as requiredand fixed to brick wall/rcc wall etc (length and girth as fixed), complete all as specified and directed by Engineer in charge. |
| 81 | Dismantling wrought iron or mild steel work of any description not otherwise provided, complete all as specified and directed by Engineer in charge. |
| 82 | S&F Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates confirming to Fe 410-W (Gde-E250 quality A), complete all as specified and directed by Engineer in charge. |
| 83 | M&L for Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment conforming to Fe.290.Gde-E-165, complete all as specified and directed by Engineer in charge. |
| 84 | S&F Rolled sectionsas Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths confirming to Fe 410-W (Gde-E250 quality A), complete all as specified and directed by Engineer in charge. |
| 85 | 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 forangling 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, complete all as specified and directed by Engineer in charge. |
| 86 | Hacking out old broken glass (any thickness, size, quality or description) from wooden/metal frames glazed with putty or fixed with beads, complete all as specified and directed by Engineer in charge. |
| 87 | S&F sheet glass ordinary quality 4.8 mm thick insquare not exc 0.50 Sqm each pane glazingwith oil putty, clip in metal frame and wooden beading in wooden frame, complete all as specified and directed by Engineer in charge. |
| 88 | S&F sheet glass ordinary quality 4.8 mm thick insquare exc 0.50 Sqm each pane glazingwith oil putty, clip in metal frame and wooden beading in wooden frame, complete all as specified and directed by Engineer in charge. |
| 89 | S&F sheet glass ordinary quality 4.00 mm thick in frosted on pne side glass pin headed typesquare not exc 0.50 Sqm each pane glazingwith oil putty, clip in metal frame and wooden beading in wooden frame, complete all as specified and directed by Engineer in charge. |
| 90 | Rough excavation not exceeding 1.5 m deep and getting out in soft/loose soil etc for embankment of traverse walls and getting out, complete all as specified and directed by Engineer in charge. |
| 91 | Removing excavated materialn.exc 250 mtr for screening of metal from soil and depositing, complete all as specified and directed by Engineer in charge. |
| 92 | M&L for Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 4.50 m high from base with material obtained from item no: 48, complete all as specified and directed by Engineer in charge. |
| 93 | M&L for preparation of old painted steel of any description not otherwise described ,over 10 cm width or girth and applying one coat of synthetic enamel paint as in danger board, fencing posts, struts, pipes, gates etc as per the approved colour and as per sample approved by GE, complete all as specified and directed by Engineer in charge. |
| 94 | M&L for preparation of old painted steel of any description not otherwise described ,over 10 cm width or girth and applying two coat of synthetic enamel paint as in danger board, fencing posts, struts, pipes, gates etc as per the approved colour and as per sample approved by GE, complete all as specified and directed by Engineer in charge. |
| 95 | M&L for preparation for two coat of fire resistant paint on surfaces of any description wood,steel,iron,concrete surface, brick wall surfaces exc. 10 cm girth including preparation of old surface, complete all as specified and directed by Engineer in charge. |
AI Tender Summary
Tender Timeline
Jul 29, 2025
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 29, 2025
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Aug 05, 2025
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedAug 05, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 07, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender