Tender For Construction of Commandant Residence At 2Nd Bn Aalo
Tender Value
2.35 Crore
Estimated cost
Bid Submission
31 Jul 2026
4 days left
EMD
2.35 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
West Siang → Arunachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction of Commandant Residence At 2Nd Bn Aalo
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 2 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. |
| 3 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 4 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring an shuttering in:b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.(Wall) |
| 5 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone shingle 20 mm nominal size). |
| 6 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.b) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone shingle 20 mm nominal size). |
| 7 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone shingle 20 mm nominal size). |
| 8 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone shingle 20 mm nominal size). |
| 9 | Reinforced cement concrete work in stair cases (excluding landing) except spiral cases including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface, preparing of the top surface and finishing, nosing upto floor two level but excluding the cost of centring, shuttering and reinforcement with 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 10 | Reinforced cement concrete in chajjas exceeding 15mm in thickness upto floor two level including centring and shuttering complete but excluding the cost of reinforcement with M20 ( 1 cement: 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 11 | Brick work with best available local bricks in plinth and in Superstructure in cement mortar 1:4 (1 cement : 4 fine sand). |
| 12 | Reinforcement of RCC work including bending, binding and placing in position complete. |
| 13 | Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washers etc complete (welding to be paid separately). |
| 14 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 15 | Providing and laying vitrified floor tiles in different sizes (thickness to bespecified by the manufacturer) with water absorption less than 0.08% andconforming to IS : 15622, of approved make, in all colours and shades, laidon 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), includinggrouting the joints with white cement and matching pigments etc., complete c) Size of Tile 800x800 mm |
| 16 | White glazed tiles 5mm.thick in flooring, skirting, risers of step and dado in 12 mm thick cement plaster 1 : 3(1 cement: 3 coarse sand) painted with white cement slurry.( for WC & Bath floors&dado) |
| 17 | Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : (a)Makrana white second quality |
| 18 | Cement plaster skirting (up to 30 cm height) with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, including rounding of junctions with floor.b) 21 mm thick |
| 19 | Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 20 | Limeconcreteterracingonroofs,averagethickness10 cm laid to fall with 25 mm gauge brick ballast and 50% mortar consisting of 1 lime putty and 2 surki finished with gur and belgiri treatment complete and covered with flat brick tiles grouted with cement mortar 1 : 3 (1 cement : 3 fine sand) over 12 mm layer cement mortar 1 : 3 (1 cement : 3 fine sand) and finished neat. |
| 21 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 22 | Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar1 : 3 (1 cement : 3 fine sand) including shuttering complete. |
| 23 | Making plinth protection 50 mm thick of cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 stone aggregate using 20 mm nominal size) over 75 mm bed of stone ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finsihing the top smooth. |
| 24 | Providing and fixing plain timber Door and steel angle 30x30x5mm fasten with steel strip of 25mmx4mm, including steel chowkat and necessary iron fittings and screws including painting with smoke grey paint two or more coat above priming coat. |
| 25 | Providing and fixing Aluminium glazed Windows of approved brand or as direction by the Engineer in charge |
| 26 | Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed bolts and nuts or by screws. |
| 27 | Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete. |
| 28 | b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 29 | c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 30 | d) Lintels, beams, girders, bressumers and cantilevers etc. |
| 31 | e) Column, pillars, posts and struts etc. |
| 32 | 15mmcementplaster1:3(1cement :3finesand)ontheroughsideofsingleorhalfbrick wall. |
| 33 | Providing two coats of acrylic water based wall putty/ wall filler of Asian Paits/ Berger/Dulux over concrete/ cement plaster/ brick walls and ceilings both internal and externalafter removing all the loosely adhering material from the wall/ ceiling surface with thehalp of emery stone, putty blade or wire brush, moistening the wall with the help ofsufficient quantity of clear water as specified and directed by the department. |
| 34 | Applying one coat of cement primer of approved brand and manufacture on wall surface. |
| 35 | Wallpainting(twoorcoats)withplasticemulsionpaintofapprovedbrandand manufacture on new work to give an even shade. |
| 36 | Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete. |
| 37 | Applying priming coat with ready mixed primer of approved brand and manufacture on steel work. |
| 38 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade. |
| 39 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade. |
| 40 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.b) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone shingle 20 mm nominal size). |
| 41 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone shingle 20 mm nominal size). |
| 42 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone shingle 20 mm nominal size). |
| 43 | Reinforced cement concrete work in stair cases (excluding landing) except spiral cases including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface, preparing of the top surface and finishing, nosing upto floor two level but excluding the cost of centring, shuttering and reinforcement with 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 44 | Reinforced cement concrete in chajjas exceeding 15mm in thickness upto floor two level including centring and shuttering complete but excluding the cost of reinforcement with M20 ( 1 cement: 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 45 | Brick work with best available local bricks in plinth and in Superstructure in cement mortar 1:4 (1 cement : 4 fine sand). |
| 46 | Reinforcement of RCC work including bending, binding and placing in position complete. |
| 47 | Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washers etc complete (welding to be paid separately). |
| 48 | Providing and laying vitrified floor tiles in different sizes (thickness to bespecified by the manufacturer) with water absorption less than 0.08% andconforming to IS : 15622, of approved make, in all colours and shades, laidon 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), includinggrouting the joints with white cement and matching pigments etc., complete c) Size of Tile 800x800 mm |
| 49 | White glazed tiles 5mm.thick in flooring, skirting, risers of step and dado in 12 mm thick cement plaster 1 : 3(1 cement: 3 coarse sand) painted with white cement slurry.( for WC & Bath floors&dado) |
| 50 | Chequered terrazzo tiles 22 mm thick with marble chips of sizes upto 6 mm in floors on 25 mm thick bed mortar 1 : 3 (1cement : 3 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete |
| 51 | Providing and fixing Durashine zinc-Aluminium alloy coated (TATA Bluescope buildingproduct) sheet roofing fixed with necessary fasteners and lapping method as describedby the manufacturer inclusive of cutting hoisting and fixing complete, excluding the costof purlins, rafters and trusses. Details of cost for 179.655 Sq.m.Laying and fixing 20 sheets in 3 row require OverallSheet area of 20 x 3 x 3.05 x 1.072 plus 3% wastages = 202.061 Sqm After H & L lapingas per manufacturer's specification, effective Area Measurable will be 20 x 3x 2.95 x1.015 = 179.655 Sqm |
| 52 | Providing and fixing Durashine zinc-Aluminium alloy coated (TATA Bluescope buildingproduct) sheet ridges fixed with necessary fasteners and lapping method as described bythe manufacturer inclusive of cutting hoisting and fixing complete, excluding the cost ofpurlins, rafters and trusses. Details of cost for 11.75m Laying and fixing 4 lenths of 3.05m each require Overall lengthof 4 x 3.05 plus 3% wastages = 12.566m After laping as per manufacturer's specification,effective Measurable length will be (4 x 3.05) - (3 x 0.15) = 11.75m |
| 53 | Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : (d) Fully Perforated Gypsum Plaster Board of size 1200 x 2400x12.5 mm having approx.15 % perforated area with perforation size and pattern as approved by the Engineer-incharge and as per manufacturer's specification, with all 4 side tapered and backed byacoustical tissue with NRC value not less than 0.60 |
| 54 | Limeconcreteterracingonroofs,averagethickness10 cm laid to fall with 25 mm gauge brick ballast and 50% mortar consisting of 1 lime putty and 2 surki finished with gur and belgiri treatment complete and covered with flat brick tiles grouted with cement mortar 1 : 3 (1 cement : 3 fine sand) over 12 mm layer cement mortar 1 : 3 (1 cement : 3 fine sand) and finished neat. |
| 55 | Providing and fixing flush door shutters, decorative type, core of black board construction with frame of 1st class hard wood and well matched 1st class teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.a) 40 mm thick including anodized aluminum butt hinges with necessary screws. |
| 56 | Providing and fixing Aluminium glazed windows of approved brand or as directed by the Engineer in charge.. |
| 57 | Centring and shuttering including strutting, propping etc and removal of form work for :c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 58 | d) Lintels, beams, girders, bressumers and cantilevers etc. |
| 59 | e) Column, pillars, posts and struts etc. |
| 60 | 15 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 61 | Finishing walls with wall putty of approved brand and manufactured and required shade on new work (three or more coats) to give and even shade |
| 62 | Applying one coat of cement primer of approved brand and manufacture on wall surface. |
| 63 | Wallpainting(twoorcoats)withplasticemulsionpaintofapprovedbrandand manufacture on new work to give an even shade. |
| 64 | Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete. |
| 65 | Applying priming coat with ready mixed primer of approved brand and manufacture on steel work. |
| 66 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade. |
| 67 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade. |
| 68 | Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standard design. |
| 69 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid |
| 70 | Providing and fixing a pair of white vitreous china foot rest of standard pattern for squatting pan WC.(250mmX130mmx30mm) |
| 71 | Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes.Size 75mm Dia |
| 72 | U-PVC pipes (working pressure 4 kg / sqcm) Single socketed pipe 110 mm dia. |
| 73 | Providing and fixing sand cast iron heel rest sanitary bend b) 75 mm dia |
| 74 | Providing and fixing on wall face asbestos cement soil, waste and vent pipes including jointing with spun yarn soaked in bitumen and cement mortar1:2(1cement:2coarse sand) complete. a) 100 mm dia |
| 75 | Providing and laying cement concrete 1 : 5 : 10(1 cement : 5 lime sand : 10 graded stone aggregate 40 mm nominal size) all around SW Pipe including bed concrete 15 cm thick as per standard design. a) 100 mm dia SW pipes |
| 76 | Providing and fixing kitchen sink including making all connection excluding cost of fittings. a) White glazed fire clay sink size 600x450x150 mm |
| 77 | Constructing brick masonry manhole with 2nd class bricks in cement mortar 1 : 5 (1 cement :5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) neatly finished complete as per standard design. a) Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 Kg (weight of cover and frame to be not less than 38 kg, (weight of cover 23 Kg and weight of frame 15 Kg). |
| 78 | Providing and fixing 600x450 mm bevelled edge mirror or superior glass (of approved quality) complete with 6 mm thick asbestos sheet ground fixed to wooden cleadt with CP brass screws and washers. |
| 79 | Providing and fixing CP brass shower rose with 15 mm or 20 mm dia inlet. b) 150 mm dia |
| 80 | Providing and fixing white vitreous china wash basin with RS or CI brackets painted white 15 mm CP brass pillar taps and CP brass chain with rubber plug 32 mm CP brass waste of standard pattern, 32 mm dia CP brass trap and MI unions complete, including cutting and making good the walls where required. |
| 81 | Providing and fixing on wall face C.I. rain water pipe including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1 : 2 ( 1 cement : 2 fine sand).a) 75 mm diameter pipe |
| 82 | Providing and laying light duty non-pressure NP2 class RCC pipes with collars jointedwith stiff mixture of cement mortar in the proportion of 1 : 2 (1 cement : 2 fine sand)including testing joints etc complete.e) 1000 mm dia RCC pipes (NP2) |
| 83 | Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls a) 15 mm nominal bore (Internal) |
| 84 | b)20 mm nominal bore (External) |
| 85 | Providing and fixing brass stop cock of approved quality.b) 20 mm nominal bore(external) |
| 86 | Providing and fixing brass bib cock of approved quality.15 mm nominal bore |
| 87 | Providing ,Fixing ,commissioning & testing of 1 H.P. 1 Phase pump(SWJ 1 ) including control Panel and all accesories or as directed by Engg. i/c |
| 88 | Providing fixing best quality PVC sintex 1000 ltrs catpacity |
| 89 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 90 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. |
| 91 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 92 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring an shuttering in:b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.(Wall) |
| 93 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone shingle 20 mm nominal size). |
| 94 | Reinforcement of RCC work including bending, binding and placing in position complete. |
| 95 | Brick work with best available local bricks in plinth and in Superstructure in cement mortar 1:4 (1 cement : 4 fine sand). |
| 96 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 97 | Neat cement punning. |
| 98 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 99 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 100 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. |
| 101 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 102 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring an shuttering in:b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.(Wall) |
| 103 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone shingle 20 mm nominal size). |
| 104 | Reinforcement of RCC work including bending, binding and placing in position complete. |
| 105 | Brick work with best available local bricks in plinth and in Superstructure in cement mortar 1:4 (1 cement : 4 fine sand). |
| 106 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 107 | Neat cement punning. |
| 108 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 109 | Manufacturing and supply of wooden coat made of A class Timber including,moisquito stand and finishing with varnish of approved brand or as may be directed by Engineer incharge.queen size. |
| 110 | Dining Table with 6 no chairs finishing with varnish or as directed by the engineer in charge |
| 111 | Manufacturing and supply of wooden coat made of A class Timber including,moisquito stand and finishing with varnish of approved brand or as may be directed by Engineer incharge.King size. |
| 112 | supplying of Sofa Set of approved brand. |
| 113 | Supplying and fixing of best available Kitchen selves of approved brand. |
| 114 | Supplying and fixing of best availabledressing table of approved brand. |
| 115 | Supplying of 506Ltr refrigirator of approved brand |
| 116 | 1.5 Tonn AC of Approved Brand |
| 117 | Filter 30 Ltr Capacity |
| 118 | Demolishing brick work in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. |
| 119 | Taking out doors, windows and clerestory windows shutters (steel or wood) including stacking within 50 m lead. b) Of area beyond 3 Sq.m |
| 120 | Dismantling the tile work in floors and roofs laid in cement including stacking of materials within 50 m lead.b)For thickness of tiles above 25 mm and up to 40 mm |
| 121 | Dismantling cement, asbestos, celotax or other ceiling or partition hard board partition wall including stacking of serviceable materials and disposal of unserviceable materials within 50 m lead. |
| 122 | Dismantling precast concrete or stone slabs in wall, partition walls etc including stacking within 50 m lead. |
| 123 | Dismantling ballies in posts, purlins or rafters including stacking within 50 m lead. |
| 124 | Dismantling GI sheet roofing including ridges, hips, valleys and gutters etc and stacking the material within 50 m lead. |
| 125 | Dismantling wood work of sectional area 40 Sq.cm. and above wrought, framed and fixed in frames, other frames and trusses including stacking the material within 50 m lead. |
| 126 | Demolishing RCC work including stacking of steel bars and disposal of un-serviceable materials within 50 metres lead. |
| 127 | Demolishing cement concrete 1 : 4 : 8 or leaner mix including disposal of material within 50 m lead. |
| 128 | Demolishing cement concrete 1 : 3 : 6 or richer mix including disposal off material within 50 metres lead. |
| 129 | Preparation of sub grade by excavating earth to an average depth of 22.50 cm,dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m. |
| 130 | Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade |
| 131 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density,complete as per clause 401 |
| 132 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)A )By Manual Meansb) Using Screening Type-A (13.2mm Agg.) |
| 133 | Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ) |
| 134 | Construction of Boundary wall Boundary wall of 2.1 Mtr height with angle post at top and MS barbed wire as per specification and drawing. |
| 135 | Construction of Mild Steel Gate as per specification and drawing. |
| 136 | Cement |
| 137 | Aggregate 40 mm |
| 138 | Aggregate 20 mm |
| 139 | Aggregate 10 mm |
| 140 | Bricks |
| 141 | Steel Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysAug 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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