Tender For Addition Alteration To Certain Md Accommodation At 3 Wg At Af Stn Palam Under Ge (Af) Palam, Delhi Cantt - 10
Tender Value
43.63 Lakhs
Estimated cost
Bid Submission
17 Aug 2026
2 days left
EMD
87300
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
New Delhi → Delhi
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Addition Alteration To Certain Md Accommodation At 3 Wg At Af Stn Palam Under Ge (Af) Palam, Delhi Cantt - 10
BOQ
| Sl. No. | Item Description |
| 1 | Taking down chowkhats or frames with shutters (without taking off shutters from the frames) area n exc. 1.5 sqm each complete all as specified and as directed by Engineer-in-Charge.Note: The damaged portion of the tiles/rendering shall be made good with the same material to match with the adjacent surface. |
| 2 | Taking down chowkhats or frames with shutters (without taking off shutters from the frames) area exc. 1.5 sqm but n exc 4 sqm each complete all as specified and as directed by Engineer-in-Charge.Note: The damaged portion of the tiles/rendering shall be made good with the same material to match with the adjacent surface. |
| 3 | Taking down shutters of any description exc 1 sqm but not exc 2 sqm each complete all as specified and as directed. |
| 4 | Taking down shutters of any description n exc 1 sqm each complete all as specified and as directed. |
| 5 | Refixing of shutters after easing and adjusting also refixing builders hardware as required including renewal of unserviceable screws, etc of any description area exc 1 sqm and n exc 2 sqm each in same opening complete all as specified and as directed by Engineer-in-Charge. |
| 6 | Refixing of shutters after easing and adjusting also refixing builders hardware as required including renewal of unserviceable screws, etc of any description area n exc 1 sqm each in same opening complete all as specified and as directed by Engineer-in-Charge. |
| 7 | Taking down steel window and ventilator any type (without taking off shutters from the frames) including grills etc and removing from site and making good the disturbed protion in CM (1:3) or PCC (1:2:4) type B1 complete all as specified and as directed by Engineer-in-Charge. Note:- The damaged portion of the tiles / rendering shall be made good with the same material to match with the adjacent surface without any extra payment. |
| 8 | S&F pressed steel frames made out mild steel sheet 1.25 mm thick, with size of frame 105 mm x 60 mm for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plates, hold fasts etc and applying a shop coat of red oxide primer including providing PCC (1:3:6) type C-0 (using 12.5 mm graded crush stone aggregate) for filling back of chowkhats complete all as specified and as directed by the Engineer-in-Charge. |
| 9 | S&F pressed steel frames made out mild steel sheet 1.25 mm thick, with size of frame 125 mm x 60 mm for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plates, hold fasts etc and applying a shop coat of red oxide primer including providing PCC (1:3:6) type C-0 (using 12.5 mm graded crush stone aggregate) for filling back of chowkhats complete all as specified and as directed by the Engineer-in-Charge. |
| 10 | S&F rolled mild steel grade Fe-290 Gde-E-165 as in framed work as in doors or gates of angle or other section gates with gusset plates, rails, cladding, chowkhats/frame or like etc welding hold fast, hinges complete all as specified and as directed. |
| 11 | S&F factory made wire gauzed PVC door shutter 30 mm thick (style) consisting of frame made out of MS tubes for top & bottom rails. MS frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and printed colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; panel will be of wire gauze in lieu of PVC sheet panel. The wire gauze shall be wrapped on an additional square 8mm M.S. solid tube and this tube shall be welded to MS tubes. The wire gauge shall be stretched to tighten firmly at site as per specification & drawing including stainless steel wire cloth 0.36 mm nominal dia of wire and average width of apertupre 1.40mm and PVC plain fillets, square, rectangular or triangular in section, fixed with solvent sectional area exc 13 sqcm and not exc 25 sqcm complete all as specified and as directed. Note :(i) The cost of necessary PVC fillets min 10 Rm each leaf, stainless steel wire, painting etc shall be deemed to be included in unit rate. (ii) pattern /modular diagram shutters shall be approved by GE / Engineer-in-Charge. (iii) The cost of Mild steel 300mm ordinary rat tail rod pattern springs, roller ams roller plate each leaf -2 nos, 150mm aluminium Handles, 2 nos 200 mm long Aluminium Towerbolts , 3 Nos 100 mm Aluminium hings for each shutter |
| 12 | S&F factory made 30mm thick flush shutter solid core construction, with block board core and plywood face panels, commercial type on both sides including two coats of synthetic enamel paint over a coat of pink primer complete all as specified and as directed. Note:- (a) The cost of complete accessories for 2 nos 150mm aluminium handles, 2 nos 200mm long aluminium tower bolts, 3 Nos 100mm aluminium butt hinges for each leaf /shutter shall be deemed to be included in unit rate. |
| 13 | S&F 30mm thick factory made single extruded WPC (Wood Polymer Composite) solid moulded WPC door shutter of 30mm size comprising of virgin 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) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (edge), minimum compressive strength 50 N/sqmm, modulus of elasticity 850 N/sqmm and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk stainless screws, with and including stainless steel 3 nos hings 100mm size, 2 nos aluminium handle 150 mm size, 2 Nos tower bolt 150mm etc each leaf complete all as specified and directed. |
| 14 | S&F factory made double extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other frames/ chowkhat of size (65 x 125)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 stainless steel 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/sqmm, modulus of elasticity 900 N/sqmm 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/ stainless steel dash fasteners of required dia and length complete as per direction of Engineer-in-Charge. Note:- (a) The cost of MS hold fast/ lugs or stainless dash fasteners shall be deemed to be included in unit rate. (b) WPC solid door/window frames, minus 5mm tolerance in dimension i.e. depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. |
| 15 | S&F 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 stainless steel 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, modulus of elasticity 900 N/sqmm 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/ stainless steel dash fasteners of required dia and length complete as per direction of Engineer-in-Charge. Note:- (a) The cost of MS hold fast/ lugs or stainless dash fasteners shall be deemed to be included in unit rate. (b) WPC solid door/window frames, minus 5mm tolerance in dimension i.e. depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. |
| 16 | S&F factory made 18 mm (+0.7mm thick celuka PVC board of density 600 kg/cum manufactured by an ISO 900-2008 certified company having one side prelaminated and other side plain fixed as in cabinet/ cupborad shutters including providing manufacturers test report with each and every supply of material including taking down existing shutter or any kind of PL board or plyboard complete all as specified and as directed. |
| 17 | S&F factory made 18 mm (+0.7mm) thick celuka PVC board of density 600 kg/cum manufactured by an ISO 900-2008 certified company fixed as in shelves perlaminated/ cabinet/cupboard drawers including providing manufacturers test report with each and every supply of material including taking down of existing shelves or any kind of PL board or plyboard complete all as specified and as directed. |
| 18 | S&F factory made 5 mm thick PVC sheet of density 600 kg/cum manufactured by an ISO 900-2008 certified company, plain 5 mm thick PVC sheet panelling for back side (wall side) and also manufacturers test report with each and every supply of material including taking down of existing back side (wall side) or any kind of PL board or plyboard complete all as specified and as directed. |
| 19 | M&L 18/19 mm thick preleminated particle board, interior grade, predominated one side with decorative choice lamination & other side balancing white lamination, fixed with screws to timber framework including 10 mm thick IInd class HW looping all round as in shelves of Kitchen drawers & Cabinet, Cupboard shutters etc. and including hanging arrangement complete all as specified and as directed by Engr-in-Charge. |
| 20 | S&F 30mm width of flaps Continuous (piano) hinges, stainless steel, bright finish or electrogalvanised complete all as specified and as directed by Engineer-in-Charge. |
| 21 | S&F auto closing hinges openable at 0 degree for cabinet shutters complete all as specified and as directed. Make:- Hettich, Ebco, Prime |
| 22 | S&F 50mm magnetic catches with brass body and striking plate including letting in as fixed complete all as specified and as directed. |
| 23 | S&F fancy type brass 40 mm dia, cupboard knobs fixed with nut, screw and washer of brass polished complete all as specified and as directed. |
| 24 | S&F stainless steel basket with roller (approx size 550mm x 600mm x 200mm) or as per ground requirement for kitchen cabinet complete all as specified and as directed. |
| 25 | S&F Stainless steel Hydraulic hinges fixed with stainless steel screw (size as per ground requirement) complete all as specified and directed. |
| 26 | S&F aluminium alloy, anodised, sliding door bolt 300mm length with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminium alloy complete all as specified and directed by Engineer-in-Charge. |
| 27 | S&F 150mm long aluminium anodised handle of extruded section fabricated type complete all as specified and as directed. |
| 28 | S&F aluminium, anodised, barrel tower bolts 150 mm size of extruded section complete all as specified and as directed by Engineer-in-Charge. |
| 29 | S&F 125mm long aluminium anodised handle of extruded section fabricated type anodised and fixed complete all as specified and as directed. |
| 30 | S & F for Aluminium, anodised, barrel tower bolts 125mm size of extruded section, complete all as specified and directed by Engineer-in-Charge. |
| 31 | S&F butt hinges, medium weight, cold rolled mild steel 100mm size, complete all as specified and as directed by Engineer-in-Charge. |
| 32 | S&F floor door stopper of aluminium alloy body 140mm cover plate and tounge, anodised with hard drawn steel spring fixed in floor complete all as specified and as directed by Engineer-in-Charge. |
| 33 | S&F door strip comprising of aluminium holds & rubber strip fixed at bottom of door shutter with screws, length upto 1.0 m each strip complete all as specified and as directed by Engineer-in-Charge. |
| 34 | S&F mild steel ordinary rat tail rod pattern spring including roller and roller plate complete 300mm length complete all as specified and as directed by Engineer-in-Charge. |
| 35 | S&F hasp & staple 125mm size, safety type aluminium anodised with mild steel hinge pin including bolt and fixed with screws complete all as specified and as directed by Engineer-in-Charge. |
| 36 | S&F 25mm dia, not less then 1mm thick aluminium drapery rod, coated finish including teak wood brackets & end knob as required with teak wooden curtain rings etc complete all as specified and as directed. Nite:- Minimum 2 Nos brackets, 2 Nos End knob,12 Nos Rings shall be provided in each door/ window. |
| 37 | M&L for preparation of new or previously untreated wood and wood based surfaces of any description exc 10cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and as directed by Engineer-in-Charge. |
| 38 | M&L for preparation of old painted surfaces of wood and wood based material of any description, not otherwise described over 10cm width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed. |
| 39 | Hacking out old broken glass, any thickness, size, quality, or description from wooden/metal frames or stone, concrete or brick surrounds, glazed with putty or fixed with beads complete upto 4th storey building complete all as specified and as directed. |
| 40 | S&F sheet glass 3 mm thick, ordinary quality and glazing with oil putty / wooden beads in square or rectangular in section n exc 0.5 sqm in each pane complete all as specified and as directed by Engineer-in-Charge. |
| 41 | S&F figured glass pin head type 5mm thick n exc 0.5 Sqm each and glazing with oil putty complete all as specified and as directed by Engineer-in-Charge. |
| 42 | S&F in repairs stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples complete all as specified and as directed. |
| 43 | S&F stainless steel wire cloth 0.36 mm nominal dia of wire and average width of apertupre 1.40mm and fixed with tinned tacks or galvanised wire staples complete all as specified and as directed. |
| 44 | S&F powder coated aluminum anodised grill DG-102 (10mm x 5.2mm) of Decorative grill or equivalent fixed with 'F' Section size not less than (20.60 x 15.20 x 1.5)mm thick complete all as specified and as directed. Note:- Minimum thickness of anodizing shall be 15 microns. |
| 45 | S&F powder coated of any colour (thickness or powder coating not less than 50 micron and aluminium sections wall thickness 2.0 mm (± 0.2 mm), aluminium doors, windows, ventilators frame with aluminium window and ventilator double shutters provision of glazed shutter and flymesh shutter. Inner/one shutters without sash bars including stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and second /outer glazed shutters with sash bars including 5.5mm thick selected quality tinted sheet / figured glass and glazing in square fixed with PVC /Neoprene gasket in aluminium frame and necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, anodised aluminium fittings such as peg stays 150 mm long (1no each leaf ), hinges type B-21 100mm long (2 no each leaf) suitable handle (1 no in each leaf), tower bolts 100mm long (2 no each leaf) complete all as specified and as directed by Engineer-in-Charge. Note: (i) The cost of necessary aluminium fittings, powder coated aluminium mongrey, tinted sheet glass, stainless steel wire cloth, waste aluminium sections etc shall be deemed to be included in unit rate. (ii) The shade/colour /pattern /fixing diagram/section size of the window and ventilator shutters shall be approved by Engineer-in-Charge. (iii) Aluminium sections shall be of minimum weighing 0.55 kg/Rm and aluminium section shall be of non rusted and bright finish completely (internal & external side). (iv) Aluminium section shall be mechanically jointed wherever required. (d) Aluminium section snap gird, cleat angle shall be screwed with chromium plates brass screw as directed by Engineer-in-charge. |
| 46 | Demolition of reinforced cement concrete of any description (reinforcement cut as required to facilitate demolition) in any position not otherwise specifically provided for complete all as specified and as directed by Engineer-in-Charge. |
| 47 | Use and waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work for fair finished surface; not exceeding 200m thick (horizontal or sloping) complete all as specified and as directed by Engineer-in-Charge. |
| 48 | M&L for RCC (1:2:4) type B1 (using 20mm graded stone aggregate) for slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like, complete all as specified and as directed by Engineer-in-Charge. |
| 49 | M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooking for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by Engineer-in-Charge. |
| 50 | Dismantling of stone slabs and tiles of any description or thickness in floors, aprons etc laid in cement mortar of any thicknes complete all as specified and as directed by Engineer-in-Charge. |
| 51 | M&L for granite (18-20mm thick) work in counter for cooking & WHB platform including rounding and grinding of edges and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust and admixture of pigment to match with shade of granite including cutting for hole, rounding of edges and mirror polishing complete all as specified and as directed. Note:- (a) The cost of necessary raking, circular cutting or notching and waste on granite shall be deemed to be included in unit rate. (b) This item shall be used for WHB Counter top /cooking platfom counter top etc. |
| 52 | Roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust, etc. complete all as specified and as directed by Engineer-in-Charge. |
| 53 | Dismantling floor, hearth or wall tilling including cement mortar bedding (but not backing) removing serviceable tiles to store and rubbish off the premises complete all as specified and as directed by Engineer-in-Charge. |
| 54 | M&L for jointfree dark coloured / printed / highlighter glazed ceramic tiles (digital first quality) as in vertical surfaces of size (300 x 600)mm x 10mm thick, set and jointed in neat cement slurry and pointed in white or colour cement to match with and including rendering 10mm thick in CM (1:4) on fair faces of brick work or concrete surfaces as backing coat complete all as specified and as directed. |
| 55 | M&L for joint free non skid coloured ceramic tiles, 7 to 8mm thick (squre or rectangular) area of each tile n. exc. 0.11sqm, as in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the surfaces, laid over & including 15mm thick screed bed in cement mortar (1:6) complete all as specified and as directed. |
| 56 | M&L for joint free vitrified coloured tiles 10mm thick (square or rectangular) area of each tile exceeding 0.36 sqm but n. exc. 0.42 sqm, as in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the surfaces, with and including laid over 15mm thick screed bed in cement mortar (1:6) complete all as specified and as directed. |
| 57 | Description all as per ser item no. 56 but as in skirting / dado laid over 10mm thick bedding layer in cement mortar (1:4) complete all as specified and as directed. |
| 58 | M&L for cement concrete (1:5:10) type E2 (using 40mm graded crushed stone aggregate) as in foundations, mass concrete and filling in sunken floor etc complete all as specified and as directed. |
| 59 | M&L for special treatment for sunken portion of WCs/Bath & toilet etc executed in following stages:-Stage 1: Providing 15mm thick plaster in CM (1:3) mixed with water proofing chemical of Dr.Fixit or Shalicrete 'R' of STP Ltd in the proportion/quantity all as per manufacturer's instructions.State 2 : Primer-Mix Tarfelt LM of STP Ltd (diluted with water in ratio 1:1) @ 250 gms/sqm and apply the primer on the plastered surfaces.Stage 3 : Application of 1st coat of Tarfelt LM of STP Ltd (without dilution with water) @ 1Kg/Sqm by brush all as per manufacturer's instructions.Stage 4: Laying fiber glass cloth (weight not less than 50gram/ Sqm) over the 1st coat while the coated surface is still sticky.Stage 5: After 6 to 7 hours interval, apply second coat i.e. final coat of Tarfet LM of STP Ltd (without Dilution with water) @ 1kg/ Sqm by brush as per manufacturer's instructions.Stage 6: Providing 10mm thick protective plaster in CM (1:3) mixed with STP No. 1 @ 250ml/50 Kg cement all as per manufacturer's instructions.Stage 7: Carryout ponding test for 48 hours to ensure water tightness of repaired sunken portion. NOTES :(i) Mode of measurement: Actual area treated (floor and adjoining walls) shall be measured and paid. |
| 60 | Demolition of cement concrete from sunken floor, roofs, floors (other than ground floor) hacking of surfaces after cleaning with wire brush (floor and adjoining walls) and disposing off debris outside MOD land complete all as specified and as directed. |
| 61 | Dismantling existing roof brick tiles/roof treatment including roof plaster of any thickness and removing debries from sites to out of MoD land complete all as specified and as directed by Engr-in charge. |
| 62 | Supply only Integral Water Proofing compound complete all as specified and as directed. |
| 63 | M&L for preparation of plastered/concrete surfaces of roof and applying the under mentioned course of roof treatement complete all as specified and as directed by Engineer-in-Charge.:-(a) Plastering 10mm thick in cement mortar (1:4) on concrete surfaces using WPC @3% by weight of cement, finished even and smooth(b) Surface shall be throughly wire brushed, cleaned, washed, dried up properly and applying evenly a bituminous primer coat conforming to IS @0.4 ltr /Sqm over concrete / plastered roof surface.(c) Applying evenly a tack coat of bitumen 85/25 grade @1.20 kg/ sqm.(d) Laying of 3mm thick APP membrane sheet (min weight 3 Kg/Sqm) consisting of a core of 160 gms/Sqm polyster non woven fabric mat protected on both sides with a high quality polymeric asphaltic mix and again protected with thermo fusible HMHDPE film on dried primed surface by torch application method. APP membrane shall normally be laid in length at right angle to the direction of slope. The over lap shall be minimum 100mm on longitudinal direction and 150mm on the transverse direction including cuttings, grooves etc.(e) Membrane bonded completely to the substrate & the over laps are then scaled/fused by flame. |
| 64 | M&L for PCC (1:2:4) type B-0 (using 12.5mm graded stone aggregate) as in roof paiding, kerbs, benching etc including weathering, slightly, rounded or chamfered angle and throating complete all as specified and as directed. |
| 65 | Rooting out trees, flora & fauna and foliage as grown on RCC roof surfaces and brick/stone walls by cutting hole into slabs/walls for digging out roots and using chemical to burn deep rooted tree roots etc and making good disturbed portion of wall/roof with cement concrete (1:2:4) type B1 (using 20mm graded stone aggregates) complete all as specified and as directed. |
| 66 | S&F precast cement concrete designer tiles of size 300mm x 300mm x 20mm thick machine pressed, glossy finish, set and pointed in neat cement slurry with and including over 15mm thick screed bed in CM (1:6) including pointing with coloured cement to match the shade of tiles complete all as specified and as directed by Engineer-in-Charge. |
| 67 | Dismantling water tank of capacity exc. 250 ltr and n. exc. 500 ltr and removing to store complete all as specified and as directed. |
| 68 | S&F 500 litres capacity rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position with and including 20 mm Ball brass valves, high pressure, with polythene float and flynut including dismantling water tanks or removing from site complete all as specified and as directed. |
| 69 | S&F ball brass valves, 20 mm bore, high pressure with polythene float and fly nut complete screwed for iron pipe or brass ferrule complete all as specified and as directed. |
| 70 | Disconnecting existing water tank exc 500 litres but n. exc 1000 litres capacity in any position, setting aside for repairs, cleaning and removing all scales, dirts etc from tank and mouth of circulating pipes etc and re-fixing in position complete all as specified and as directed by Engineer-in-charge. |
| 71 | S&F framed work for cooler stand /doors or gates of angle iron fixed with window upto two storey building including cutting of size (100 x 100 x 100)mm to brick work /stone masonry/ cement concrete & filling with PCC (1:2:4) & making good complete all as specified and as directed by Engr – in – charge. |
| 72 | Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, pillars etc. complete all as specified and as directed by Engineer-in-Charge. |
| 73 | 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 as directed by Engineer-in-Charge. |
| 74 | M&L for brick work with (except brick), straight or curved on plan exceeding 6 M mean radius built in cement mortar (1:6) complete all as specified and as directed by Engineer-in-Charge. Note:- Old bricks shall be retrieved from ser item No. 70.00 here in before. |
| 75 | M&L for brick work with sub-class `B' bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar (1:4) complete all as specified and as directed by Engineer-in-Charge. |
| 76 | M&L for providing and injecting chemical emulsion for Post Constructional Antitermite Treatment along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc. in apron complete all as specified and as directed. |
| 77 | M&L for Antitermite Treatment of wood work such as chowkhat or shutters by 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 with putting complete all as specified and as directed by Engineer-in-Charge. |
| 78 | Taking down cement or cement lime plaster on brick or stone walls, etc. including raking out joints, hacking for keys, scrubbing down with water, etc complete all as specified and as directed by Engineer-in-Charge. |
| 79 | M&L for 15mm thick cement plaster on fair faces of brick work or concrete surfaces in cement mortar (1:6), surface finished even and smooth without using extra cement complete all as specified and as directed. |
| 80 | M&L for 15mm thick cement plaster on fair faces of brick work or concrete surfaces in cement mortar (1:4), surface finished even and fair with water proofing compound by weight as per manufacturer's instructions with and including necessary scaffolding up to (G+3 storey) complete all as specified and as directed. Note:- WPC shall be measured and paid separately. |
| 81 | M&L for 10mm thick plaster on fair faces of brick work or concrete surfaces in cement mortar (1:3) as in ceilings, surface finished even and smooth without using extra cement complete all as specified and as directed. |
| 82 | M&L for rendering dubbing coat over damaged irregular surface of chajjas, roof projections, ceiling, fascia etc average 15mm thick in CM (1:4) over cement slurry coat thick @3 Kg /Sqm making the surface even followed by 5mm thick rendering in CM (1:3), surface finished even and smooth including making of drip course as required complete all as specified and as directed. Note:- The cost of necessary form work if required shall be deemed to be included in the unit rate quoted by the contractor. (b) The cost of roughening surfaces of RCC/PCC by picking, sweeping clean and washing down with water etc. shall be deemed to be included in unit rate. |
| 83 | M&L for preparing plastered or unplastered new surfaces on ceilings including brooming down or steel wire brushing, scraping down and applying three coats of white wash complete all as specified and as directed. |
| 84 | M&L for preparing old surfaces on ceilings including brooming down or steel wire brushing, scraping down and applying two coats of white wash complete all as specified and as directed. |
| 85 | M&L for preparation of new plastered surfaces of walls, chajjas, soffits & beam including necessary scaffolding and applying with two coats of acrylic smooth exterior paint of required shade 1.43ltr/10sqm over a coat of exterior primer 2.20 kg/sqm complete all as per manufacturers instructions complete all as specified and as directed. |
| 86 | M&L for complete removal of existing surface of walls, chajjas, soffits & beam including necessary scaffolding and two coats of acrylic smooth exterior paint of required shade 1.43 ltr/10sqm over a coat of exterior primer 2.20 kg/sqm complete all as per manufacturers instructions complete all as specified and as directed. |
| 87 | M&L for preparation of new plastered surfaces and applying 3mm thick cement base wall care putty and one coat of alkalic resistent primer and two coats of oil bound distemper up to double storey buildings complete all as specified and as directed by Engineer-in-Charge. |
| 88 | M&L for complete removal of existing treatment from external surfaces of walls & ceilings mechanically and washing, rubbing down and stopping of surface holes and cracks using necessary filling compound of white cement and fine sand in the ratio of (1:3) to obtain smooth regular/even finish using sand paper and including applying 3mm thick cement base wall care putty and one coat of alkalic resistent primer and two coats of oil bound distemper complete all as specified and as directed by Engineer-in-Charge. |
| 89 | M&L for preparation of new or previously untreated surfaces of steel of any description not otherwise described over 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed. |
| 90 | M&L for preparation of old painted surfaces of steel and iron surfaces of any description not otherwise described over 10cm width & girth and applying one coat of synthetic enamel paint complete all as specified and as directed. Please Enable Macros to View BoQ information |
| 91 | M&L for preparation of old painted surfaces of steel and iron surfaces of any description not otherwise described over 10cm width & girth and applying one coat of synthetic enamel paint complete all as specified and as directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysAug 24, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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