Tender For Provision Of Crew Rest Room And Toilet Adjacent To Ops Room Bldg & Guard Rest Room At 250Su And Certain Major Revenue Works At Afs Hakimpet Under Ge (Af) Hakimpet (Tender Id No. 2026_Mes_784002_2)
Tender Value
37 Lakhs
Estimated cost
Bid Submission
05 Oct 2026
13 days left
EMD
74000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Hyderabad → Telangana
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provision Of Crew Rest Room And Toilet Adjacent To Ops Room Bldg & Guard Rest Room At 250Su And Certain Major Revenue Works At Afs Hakimpet Under Ge (Af) Hakimpet (Tender Id No. 2026_Mes_784002_2)
BOQ
| Sl. No. | Item Description |
| 1 | Excavating in trenches, n exc 1.5m wide and n exc 1.5 m depth; for foundation, etc. or for shafts, wells, cesspits, manholes,pier holes, etc. n exc 10 sq m on plan and n exc 1.5m in depth and getting out in hard dense soil complete all as specified and as directed by Engineer-in-charge. |
| 2 | Returning, filling in, including spreadin, levelling, watering and well ramming in layers not exceeding 25 cm in hard/ dence soil, complete all as specified and as directed by Engineer-in-charge. |
| 3 | M&L Cement concrete of Type D2 1:4:8 (40 mm graded aggregate) in foundations, filling and mass concrete complete all as specified and as directed by Engineer-in-charge. |
| 4 | M&L Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and includingmild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by Engineer-in-charge. |
| 5 | M&L Mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders includingmild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by Engineer-in-charge. |
| 6 | M&L Reinforced cement concrete M-25 (design mix) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, roof slabs,etc.; under-reamed piles and mass concrete complete all as specified and as directed by Engineer-in-charge. |
| 7 | M&L Reinforced cement concrete M-25 (design mix) in Beams, cantilevers,bressummers, lintels over 1.5m span complete all as specified and as directed by Engineer-in-charge. |
| 8 | M&L Reinforced cement concrete M-25 (design mix) in Columns, pillars, piers, posts and struts complete all as specified and as directed by Engineer-in-charge. |
| 9 | M&L Reinforced cement concrete M-25 (design mix) in 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. |
| 10 | M&L Formwork to sides of concrete foundations, footings, columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and as directed by Engineer-in-charge. |
| 11 | M&L Formwork to sides and soffits offloor or roof beams, beam haunchings,girders, bressummers,lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc complete all as specified and as directed by Engineer-in-charge. |
| 12 | M&L Formwork to sides of pillars,posts, struts, piers, columns and stanchions complete all as specified and as directed by Engineer-in-charge. |
| 13 | M&L Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick(Horizontal or sloping) complete all as specified and as directed by Engineer-in-charge. |
| 14 | M&L Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide complete all as specified and as directed by Engineer-in-charge. |
| 15 | M&L for 10mm thick rendering on fair faces of brick work (or) concrete surfaces in CM 1:3 mixing water proofing compound at 3% by weight of cement (but excluding the cost of WPC) finishing the surface even and smooth without using extra cement complete all as specified and as directed by Engineer-in-charge. |
| 16 | Supply only liquid water proofing compound. |
| 17 | M&L for cleaning the roof, plastered surfaces and applying evenly a priming coat of bitumen primer at the rate of 1.2 kg per Sqm and providing APP based polymeric modified water proofing membrane minimum weighing 3kg/Sqm and minimum 3mm thick reinforced with polyster non woven fabric (wt. not less than 150 gms/Sqm) laid on primed surface by forced application and applying two coats of solar reflective bituminous aluminium paint @ 0.1 kg/Sqm per each coat complete all as specified and as directed by Engineer-in-charge. |
| 18 | M&L excavated earth filling in floors or pavings,Spreading and levelling in layers n exc. 25 cm thick spread, levelled and rammed including watering complete all as specified and as directed by Engineer-in-charge. |
| 19 | M&L Treating the top surface of filled earth at the rate of 5 litres of emulsion(ATT) per square metre of surface complete all as specified and as directed by Engineer-in-charge. |
| 20 | M&L Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer-in-charge. |
| 21 | M&L 100mm thick Cement concrete type C-2, 1:3:6(40mm graded aggregate) as in sub base of floors complete all as specified and as directed by Engineer-in-charge. |
| 22 | M&L 25mm thick Cement concrete type B-1, 1:2:4(20mm graded aggregate) as in sub base of floors/plinth protection complete all as specified and as directed by Engineer-in-charge. |
| 23 | M&L for for Non-skid ceramic coloured tiles 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match laid over and including 15 mm thick screed bed/bedding layer in CM (1:6) complete all as specified and as directed by Engineer-in-charge. |
| 24 | M&L for Vitrified light coloured Ceramic tiles 10 mm thick (square/ rectangular) polished, area of each tile not exceeding 0.36 sqm, in floors etc set & jointed in neat cement slurry & pointed in white or coloured cement to match including 15 mm thick screed bed/bedding layer in CM (1:6) complete all as specified and as directed by Engineer-in-charge. |
| 25 | M&L for Vitrified light coloured Ceramic tiles 10 mm thick (square/ rectangular) polished, area of each tile not exceeding 0.36 sqm, in Dado/ skirting etc set & jointed in neat cement slurry & pointed in white or coloured cement to match and backing coat of 10mm thick in CM 1:4 complete all as specified and as directed by Engineer-in-charge. |
| 26 | Material and labour for for digital coloured glazed ceramic tiles of sizes 300m x 450 mm X 7 mm thick jointed in neat cement slurry, laid over including 10 mm thick rendering coat/backing layer in CM (1:4) and pointed in white or coloured cement to match the shade of tile as in vertical surfaces such as dado/skirting complete all as specified and as directed by Engineer-in-charge. |
| 27 | M&L Pre-cast cement concrete Type C1 1:3:6 block masonry with solid blocks, exc. 10 cm in width built in cemrent mortar 1:4complete all as specified and as directed by Engineer-in-charge. |
| 28 | M&L for rendering to brick masonry surfaces 15mm thick in cement mortar 1:6, complete all as specified and as directed by Engineer-in-charge. |
| 29 | M&L for rendering to concrete surfaces 15mm thick in cement mortar 1:4 in ceiling, complete all as specified and as directed by Engineer-in-charge. |
| 30 | Rendering 15mm thick in CM 1:4 mixed with WPC on fair faces of brick work or concrete surfaces on walls finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-charge. |
| 31 | M&L 3 coats of white wash on plastered surfaces of ceiling complete all as specified and as directed by Engineer-in-charge. |
| 32 | M&L for 2mm thick wall care putty on wall complete all as specified and as directed by Engineer-in-charge. |
| 33 | M&L 2 coats of Oil bound distemper on a coat of primer on walls with white or tinted complete all as specified and as directed by Engineer-in-charge. |
| 34 | M&L for preparing of New plastered surfaces and applying Two coat of cement based paint on walls with using of all scaffolding,trestles,ladders,cradles which are necessary for execution of work and protective measures including removing of nails,making good holes,cracks,washing floors, cleaning glass,joinery,electric fitting,wiring etc of drops and splashes and leaving premise,clean and tidy all as specified & directed by the Engr-in-Charge. |
| 35 | S&F in repair vitreous China wash hand basin white,oval type,size 580X450 mm including cutting for pinning in ends of brackets,complete complete all as specified and as directed by Engineer-in-charge. |
| 36 | S & F in repair for vitreous china, bowl urinal half stall, size : 465 x 355 x 265mm white (min) with union and grating for discharge pipe (excluding flushing cistern, flush pipe and waste pipe) incl. providing anf fixing plugs, securing urinal to plugs with and incl, 60 mm long brass screws, pointing around urinal back in cement mortar 1:2 (excl fixing supply pipe to flushing cistern, trap and waste pipe) complete all as specified and as directed by Engineer-in-charge. |
| 37 | S&F in repair vitreous China wash down water closet pan white,incl. trap, connection to drain and flushing pipe including seat cover for pedstal pan complete all as specified and as directed by Engineer-in-charge. |
| 38 | S & F Urinal spreader chromium plated for fixing with 15 mm dia pipe complete all as specified and as directed by Engineer-in-charge. |
| 39 | S&F in repairs 10 litre capacity PVC low level flushing cistern with all accessories complete fixed with WC including syphone pipe, PVC flushing pipe of size complete all as specified and as directed by Engineer-in-charge. |
| 40 | S&F in repair angle valves 15 mm bore fancy type, chromium plated, screwed down, high pressure with crutch or butterfly handle screwed both ends for iron pipe or for unions complete all as specified and as directed by Engineer-in-charge. |
| 41 | S&F in repair 15 mm bore fancy concealed type,Stop valves,chromium plated, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed complete all as specified and as directed by Engineer-in-charge. |
| 42 | S&F in repair Chromium plated shower roses with or without swivel joints, any size, including fixing to steel pipe or union complete all as specified and as directed by Engineer-in-charge. |
| 43 | S&F in repair 15 mm bore fancy type long body Bib tap crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixedcomplete all as specified and as directed by Engineer-in-charge. |
| 44 | S&F in repair 15 mm bore piller taps cast copper alloy,with capstan heads,chromium plated,screwed down, fancy type high pressure, . |
| 45 | S&F in repair Two way taps 15 mm bore fancy type, chromium plated, screwed down, high pressure with crutch screwed both ends for iron pipe or for unions complete all as specified and as directed by Engineer-in-charge. |
| 46 | S&F in repair 15 mm bore fancy type health faucet with SS hose complete all as specified and as directed by Engineer-in-charge. |
| 47 | S&F in repairTubular towel rail, 20mmdia, D type, 60cm long between flangescomplete all as specified and as directed by Engineer-in-charge. |
| 48 | Supply and fix 15 mm bore LDPE pipe 45cm long with brass nuts and washers on both ends all as in repairs complete all as specified and as directed by Engineer-in-charge. |
| 49 | Supply and fix 32 mm dia bore waste fittings brass chromium plated fixed to wash hand basin/urinals with long screwed shanks and fly nuts flange and bedded in run lead cement and other end fixed complete all as specified and as directed by Engineer-in-charge. |
| 50 | S&F 650 x 450 x 5.5 mm thick bevelled edge mirror of selected quality glass mounted on PVC frame and fixed to wooden plugs with chromium plated brass screws and cup washers in repairs complete all as directed by the Engr-in-Charge. |
| 51 | Vitreous China soap tray embedded in the wallSoap dish, vitreous China white, approximate size 160x 160x90mm complete all as specified and as directed by Engineer-in-charge. |
| 52 | Sheet glass shelf assembly consisting of 5.5mm thick sheet glass shelf 12cm wide with chromium plated bracket guard and railing 60cm long complete all as specified and as directed by Engineer-in-charge. |
| 53 | M&L 16 to 18mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, platforms, urinal partitions and like in cement mortar (1:4) including cutting to required shape,pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite laid over and including 15 mm thick screed bed/bedding layer in CM (1:6) complete all as specified and as directed by Engineer-in-charge. |
| 54 | S&F steel water tubing 15 mm bore medium grade galvanized with all fittings such as bends, tees, nipples, elbows, reducers, etc, fixed complete to walls and ceilings or laid in floors in repairs including concealed piping after cutting in brick work/ stone masonry walls where ever required complete all as specified and as directed by Engineer-in-charge. |
| 55 | All as per item above but 20mm bore |
| 56 | All as per item above but 25mm bore |
| 57 | S&F 500 Ltrs capacity Rotational moulded, polythene water storage tanks (cylindrical shape with vertical top closed) hoisted and fixed in position including taking down old unserviseable water tanks complete all as specified and as directed by Engineer-in-charge. |
| 58 | S&F 20 mm bore dia ball valves, high pressure of PTMT with epoxy coated aluminium rod & high dencity plasstic ball screwed for iron pipe and fixed .(minimum weight 15 mm-142gms/20mm-210gms) complete all as specified and as directed by Engineer-in-charge. |
| 59 | S&F Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for 25 mm bore pipe complete all as specified and as directed by Engineer-in-charge. |
| 60 | S&F PVC (SWR)110mm dia pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and as directed by Engineer-in-charge. |
| 61 | S&F PVC (SWR) bends of 110mm bore complete all as specified and as directed by Engineer-in-charge. |
| 62 | S&F PVC (SWR) floor trap of 75mm, plain with grating including jointing with solvent cement |
| 63 | PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent complete all as specified and as directed by Engineer-in-charge.cement. |
| 64 | Plain cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in coping, haunching and benching etc including necessary formwork all complete all as specified and as directed by Engineer-in-charge. |
| 65 | Providing precast cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in cover slabs (for man holes etc) set in CM 1:6 including all necessary formwork complete all as specified and as directed by Engineer-in-charge. |
| 66 | Extra for forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement including forms, moulds, mitred/stopped ends etccomplete all as specified and as directed by Engineer-in-charge. |
| 67 | Rienforced concrete 150mm internal dia of pipes, class NP3 laid and jointed complete with collars complete all as specified and as directed by Engineer-in-charge. |
| 68 | M&L Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in Cement Concrete 1:3:6 Type C-2 complete all as specified and as directed by Engineer-in-charge. |
| 69 | S&F solid PVC door frame of size 50 mm x 47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube supplying and fixing in opening as per specification complete all as specified and as directed by the Engineer-in-Charge |
| 70 | Factory Made Solid PVC Moulded Door Shutter, 28 to 30mm thick (stiles), with 2, 4, or 6 raised panel design with 2mm thick Moulded PVC Sheet on the front face & 2mm thick Moulded Prelam PVC Sheet on the front face & 2mm prelam PVC Sheet on back face complete all as specified and as directed by Engineer-in-charge. |
| 71 | S&F 100 mm long Butt hinges, extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, type B-21 butt hinges for PVC door frame complete all as specified and as directed by the Engineer-in-Charge |
| 72 | S&F 150 mm size extruded aluminium door handles fabricated type complete all as specified and as directed by the Engineer-in-Charge |
| 73 | S&F 150 mm size Aluminium tower bolts, stove enamelled black, with bright bolt and fixed complete all as specified and as directed by the Engineer-in-Charge |
| 74 | S&F secondclass hardwood Plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints, complete all as specified and as directed by Engineer-in-charge. |
| 75 | S&F 30mm thick Flush shutters with both side laminated, solid core construction, with block board core and plywood face panels, commercial type on both sides complete all as specified and as directed by Engineer-in-charge. |
| 76 | 100mm Butt hinges,medium weight, cold rolled mild steel, and fixed |
| 77 | S&F 30mm thick factory made skeleton shutters, open rebated and preparedto receive gauze, etc. (without sash bars), edges of framing plain, chamfered or rounded. fitted with cut and mitred beads for securing glass,etc.; sizes of members of shutters as specified in SSR Part I, Section 8, clause 8.24 (a); supplied and fitted to chowkat complete all as specified and as directed by Engineer-in-charge. |
| 78 | 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 as directed by Engineer-in-charge. |
| 79 | M&L Powder coated aluminium frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing etc. complete all as specified and as directed by Engineer-in-charge. |
| 80 | S&F Powdercoated aluminium door,window and ventilator shutters, fixed type without sash bars, aluminium sections weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, anodised aluminium fittings such as peg stays 150mm long (1 no.). hinges type B-21 100mm long (2 no.) suitable handle (1no.) complete all as specified and as directed by Engineer-in-charge. |
| 81 | S&F 5.5mm Sheet glass, selected quality, in squares nexc. 0.5 sq. m each panecomplete all as specified and as directed by Engineer-in-charge. |
| 82 | M&L Providing, cement concrete in roof kerbs stones or mud stops, Coaping rounded 1:2:4 type B0 using 12.5mm graded stone aggregate or complete all as specified and as directed by Engineer-in-charge. |
| 83 | M&L for two coats of synthetic enamil paint over a coat of red oxide zinc chrome on new surfaces of any description complete all as specified and as directed by Engineer-in-charge. |
| 84 | S&F stainless steel wire cloth, 0.36 mm nominal dia of wire and average with of aperture 1.40 mm fixed with stainless steel wire staples as directed by the Engineer-in-Charge. |
| 85 | M&L for Preparing New wood and wood based surfaces of any description over 10 cm 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 the Engineer-in-Charge. |
| 86 | S&F Anodised aluminium grill (deco grill) any size 10 mm thick complete with frame or channel section including all necessary fittings complete all as specified and as directed by Engineer-in-charge. |
| 87 | Supply and fix in repairs 25 mm dia Stainless steel curtain rods with fixing brackets, stops, rollers etc, taking down old pipe complete all directed by the Engineer-in-Charge. |
| 88 | Taking down Chowkhats or frames with shutters n exc 1.5 sq. m each complete all as specified and as directed by Engineer-in-charge. |
| 89 | Taking down Chowkhats or frames with shutters exc 1.5 sq. m but n exc 4 sq. m each complete all as specified and as directed by Engineer-in-charge. |
| 90 | M&L for Aluminium 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. including Powder Coating (minimum thickness of powder coating 50 micron)complete all as specified and as directed by Engineer-in-charge. |
| 91 | M&L for Sheet glass, 5.5mm thick ordinary quality and glazing with oil putty in square exc 0.5 sq. m in each panecomplete all as specified and as directed by Engineer-in-charge. |
| 92 | M & L for fixing ACP (aluminium composite panel )4.5 mm thinckness to aluminium substructure at any height in any colour (as approved by E in Charge) non toxic PE core -3 mm and back coil 0.5mm with minimum 30 +/- 5 mirror PVDF coating on top coil polyster/epoxy coating on back coil (7+-2 micron) fixed on aluminium sub structurescomplete all as specified and as directed by Engineer-in-charge. |
| 93 | M&L for Mortice lock 4 levers vertical type, size 100 mm complete all as specified and as directed by Engineer-in-charge. |
| 94 | M&L for Door closer hydraulically regulated, designation No. 3, universal type, suitable for door shutters of 851 to 1000 mm in width and of weight between 61 to 80 kg and fixed complete all as specified and as directed by Engineer-in-charge. |
| 95 | S & F Anodised aluminium window and ventilator shutters, side hung typewithout sash bars, aluminium sections weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, anodised aluminium fittings such as peg stays 150mm long (1 no.). hinges type B-21100mm long (2 no.) suitable handle (1no.)complete all as specified and as directed by Engineer-in-charge. |
| 96 | S & F Anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer in-charge |
| 97 | S&F stainless steel wire cloth, 0.36 mm nominal dia of wire and average with of aperture 1.40 mm fixed with stainless steel wire staples as directed by the Engineer-in-Charge. |
| 98 | S&F Factory made single extruded approved colored/wood finish WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat double Rebate of size 65x125 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 as per direction of Engineer-in-Charge. (M.S. hold fast/ lugs or SS dash fasteners shall be paid for separately).Note: For 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 complete all as specified and as directed by Engineer-in-charge. |
| 99 | S&F Factory made single extruded WPC (Wood Polymer Composite) solid plain flush 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/mm2, modulus of elasticity 850 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 fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, complete all as specified and as directed by Engineer-in-charge.(Note: stainless steel butt hinges and necessary S S screws shall be paid separately) |
| 100 | M&L 25mm thick Plain Cement concrete type B-0, 1:2:4 (12.5mm graded aggregate) laid in flooring as specified and directed by Engineer In charge. |
| 101 | M&L Non skid ceramic tiles (Rectified tiles) of 7 to 8 mm thick (square/ rectangular) area of each the exceeding 0.18 sqm but not exceeding 0.38 sqm,of approved 1st quality in floors etc with screed bed or bedding layer 15mm thick in CM 1:6 in floor finishes set and jointed in neat cement slurry and pointed with white / coloured cement to match coloured tiles complete all as specified and as directed by Engineer-in-charge. |
| 102 | M&L Non skid ceramic tiles (Rectified tiles) of 7 to 8 mm thick (square/ rectangular) area of each the exceeding 0.18 sqm but not exceeding 0.38 sqm as in skirting in neat cement slurry and pointed in white or coloured cement to matchcomplete all as specified and as directed by Engineer-in-charge. |
| 103 | Dismantling Mangalore pattern roofing tiles with ceiling tiles or slate roofingwhere ever required complete all as specified and as directed by Engineer-in-charge. |
| 104 | Dismentling of Timber Scantling work in fremed work over 40 Sqcm in any position complete all as specified and as directed by Engineer-in-charge. |
| 105 | S&F Steel work as in tubular / L post trusses,plates, purlins including special shaped washers etc, complete using ERW or induction butt welded tubes conforming to IS 1161-1998 grade St 240 complete all as specified and as directed by Engineer-in-charge. |
| 106 | M&L for two coats of synthetic enamil paint over a coat of red oxide zinc chrome on new surfaces of any description complete all as specified and as directed by Engineer-in-charge. |
| 107 | S&F Pre- painted galvalume aluminum zinc coating GI based corrugated/semi corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified complete all as specified and as directed by Engineer-in-charge. |
| 108 | S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engineer-in-charge. |
| 109 | M&L Brickwork with fly ash bricks, straight or curved on plain exc 6m mean radius, built in cemrent mortar 1:4 complete complete all as specified and as directed by Engineer-in-charge. |
| 110 | M & L for Rendering 15 mm thick on fair faces of brick work or concrete wall surfaces in CM 1:4 finished even & smooth without using extra cement complete all as specified and as directed by Engineer-in-charge. |
| 111 | M&L for 2 coats of Oil bound distempering over a coat of primer over 3mm thick wall putty with white or tinted on walls complete complete all as specified and as directed by Engineer-in-charge. |
| 112 | Dismantling/pulling out of old damaged RCC pre-cast fencing post/struts of any section embedded in natural ground including making required size (45x45x60cm) pit either by excavation/trimming of sides of under size pit or by returning filling in and ramming broken rubble mixed with earth around in layers not exc 25 cm each & watering an over size pit and removing surplus soil to a distance not exc 50 metre and making good disturbed ground surfaces complete all as specified and as directed by Engineer-in-charge. (For fixing new posts).Note :- Retrieved earth & broken rubble shall be reused in RFR. |
| 113 | Dismantling fencing wire mesh any type all as specified and directed by Engr-in-charge. |
| 114 | Excavation in post holes each n.exc 0.50 cum getting out. Returning filling in layers n.exc 25cm etc removal at surplus soil to a distance n.exc 50 mt and making good surface in hard/ dense soil complete all as specified and as directed by Engineer-in-charge. |
| 115 | M&L for PCC 1:3:6 type C2 (using 40mm graded aggregate) in foundations,filling and mass concrete for angle iron post complete all as specified and directed by Engineer In charge. |
| 116 | Material & labour for Flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe- 290(Gde E 165) complete all as specified and as directed by Engineer-in-charge. |
| 117 | Supply ony Chain link of size MS galvanised fencing any size or type complete all as specified and as directed by Engineer-in-charge. |
| 118 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standard, rails, straining bolts etc., including provision of binding wire complete all as specified and as directed by Engineer-in-charge. |
| 119 | Material & labour for Mild steel round /flat bars 10 mm and over, cut to length, bent to required shape including cranking, hooking ends and securing with welding with 10 cm overlaping between two bar all as specified and directed by Engineer-in Charge as in in reinforcement. |
| 120 | S&F Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified and as directed by Engineer-in-charge. |
| 121 | Supply & fix mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exc 5 cm but n exc 10cm long and dia of neck 11 to 15 mm complete all as specified and as directed by Engineer-in-charge. |
| 122 | M&L Cement concrete type D-2, 1:4:8 (40mm graded aggregate) 75mm thick in floors and pavings etc. complete all as specified and as directed by Engineer-in-charge. |
| 123 | M & L Precast cement concrete blocks masonry with grade 1:3:6 Type C1 solid blocks exc 10 cm in width having minimum compressive strength of 50 Kg/Sqcm as per IS-2185 (part-I) 2005 and set in CM 1:4 complete all as specified and as directed by Engineer-in-charge. |
| 124 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth,1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and as directed by Engineer-in-charge. |
| 125 | M&L 50mm sand filling under floor all as specified and directed. |
| 126 | M&L Machine pressed precast conctete interlocking paver block with grey cement and colour pigment any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 complete all as specified and as directed by Engineer-in-charge. |
| 127 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including Excavation, RFR, making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and as directed by Engineer-in-charge. |
| 128 | Removal of Excavated material exc 250m but n exc 500 and deposited complete all as specified and as directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
| 129 | Removal of Excavated material exc 250m but n exc 500 and deposited complete all as specified and as directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysOct 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender 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