Tender For Minor Original & Maintenance Work In Scrie&T At University C Us.
Tender Value
22.97 Lakhs
Estimated cost
Bid Submission
08 Sep 2026
16 days left
EMD
2.29 Lakhs
Bank guarantee accepted
Document Fee
766
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Meerut → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Minor Original & Maintenance Work In Scrie&T At University C Us.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ means over areas (exceeding 30 cm in depth, 1.5 min width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. |
| 2 | 1:2:4 (1 cement: 2 coarses and (zone-Ill) derived from natural sources:4 graded stone aggregate 20 mm nominal size derved from natural sources) |
| 3 | 1:4:8 (1 cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derved from natural sources) |
| 4 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1cement: 2 coarse sand (zone-tit) derived from natural sources:4 graded stone aggregate 12.5 mm nominal size derived from natural sources) |
| 5 | Lintels, Beams, Plinth beams, girders, bressumers and cantilevers |
| 6 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinthin:6.2.2 Cement Mortar 1:6 (1cement: 6 coarse sand). |
| 7 | Brick work with common burnt clay F.P.S.(no modular) bricks of class designation 7.5 in superstructure above plinth level upto floor V level in all shapes and sizes in:6.4.2 Cement mortar 1:6 (1cement : 6 coarse sand) |
| 8 | Half brick masonry with common burnt clay F.P.S.(non modular) bricks of class designation 7.5 in superstructure above plinth level upto floor V level. 6.13.2 Cement mortar 1:4 (1cement : 4 coarse sand) |
| 9 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished ,machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement: 4 coarse sand), Joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. 8.2.2 Granite stones lab of colour black, Cherry/Ruby red8.2.2.2 Area of slab over 0.50 sqm |
| 10 | Providing edge moulding to 18 mm thick marble stone counters. Vanities etc., inciuding machine polishing to edge to give high gloss finish etc. Complete as per design approved by Engineer-in-Charge. 8.3.2 Granite work |
| 11 | Extra for providing opening of required size & shape for wash basin / kitchen sink in kitchen platform. vanity counter and similar location in marble / Granite/ stonework, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. |
| 12 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12mm thick bed of cement mortar1:3 (1cement : 3 coarse sand) and joining with grey cement slurry @3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 13 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (PartI) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 9.21.2- 30mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 14 | Extra for Providing and fixing flush doors with decorative veneering Instead of non decorative ISI marked flush door shutters conforming to IS:2202 (PartI) |
| 15 | Providing and fixing cupboard shuller with 19 mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand Including 2mm thick PVC edge banding tape with hot glue by edg ebending machine etc.with auto closing spring loaded hinges (hydraulic type) etc.complete as per direction of Engineer-in-charge. (Payment of providing and fixing auto closing hinges shall be paid separately) |
| 16 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing In position and applying a priming coat of approved steel primer all complete. |
| 17 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm M.S.gusset plates at the junctions and corners,all necessary fittings complete, including applying a priming coat of approved steel primer.10.5.1 Using M.S.angels 40x40x6mm for diagonal braces |
| 18 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, inciuding fixing of neeessary butt hinges and screws and applying a priming coat of approved steel primer. |
| 19 | Providing and fixing angle Iron frames for doors, windows and ventilators of mildsteel Angle sections of size 35x35x5mm, joints mitred and welded by angle iron 35x35x5mm or 35x5mm ftal pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat or approved steel primer, all complete as per the directionof Engineer-In-charge. |
| 20 | Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, Including filling the joints with same mortar, with common burnt clay non modular bricks:11.1.2 -1:6 (1 cement : 6 coarse sand) |
| 21 | Dry brick on edge flooring in required pattern with bricks of classdesignation 7.5 on a bed of 12mm mud mortar, Including filling joints withJamuna sand, with common burnt clay non modular bricks. |
| 22 | Cement concrete flooring 1:2:4 (1 cement :2 coarse sand:4 graded stone aggregate) finished with a floating coat of neat cement, includingcement slurry, but excluding the cost of nosing of steps etc. complete.11.3.1 40mm thick with 20mm nominal size stone aggregate |
| 23 | 11.2 Chequerred precast cement concrte tiles 22mm thick in footpath &court yard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc.complete, on 20mm thick bed of cement mortar 1:4 (1cement : 4 coarse sand).11.20.2 Medium shade pigment using 50% white cement 50% Greycement |
| 24 | Kota stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand):11.26.1 25mm thick |
| 25 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with waler absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colour sand shades, laid on 20mm thick cement mortar 1:4 (1cement : 4 coarse sand), jointingwith grey cement slurry @3.3kg/sqm including grouting the joints with while cement and matching pigments etc.,complete.11.41.2 Size of Tile 600x600mm |
| 26 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and lwo coats of approved paint on overlapping of sheets c omplete (upto any pitch in horizontal / vertical or curved surfaces). excluding the cost of pulins, rafters and trusses and including cutting to size and shape wherever required. 12.1.3 0.63 mm thick with zinc coating not less than 275gm/m' |
| 27 | Providing and fixing tiled false ceiling or specified materials of size595x59 5mm in true horizontal level, suspended on Interlocking metal gridof hot dipped galvanized steel sections (galvanized @120 grams/sqm, both side inclusive) consisting of main\\"T\\" runner with suitably spacedjoints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross \\"T\\" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main \\"T'' at 600 mm center to center to form agrid of 1200x600 mm and secondary cross \\"T\\" of length 600mm and size24X25 mm madeof 0.30mm thick (minimum) sheet to be interloeked at middle of the 1200x600 mm panel to form grids of 600x600mm andwall angle or size 24x24x0.3 mm and laying false ceiling tiles of approvedtexture in the grid including, required cutting/making,opening for services like diffusers, grills,light fittings, fixtures, smoke detectors etc.Main \\"T\\" runners to be suspended from ceiling using GI slotted cleats of size 27x 37x25x1.6mm fixed to ceiling with 12.5mm diaand 50mm long dashfasteners, 4 mm GIadjustable rodswithgalvanisedbuUerfly levelclips of size85 x 30x 0.8mm spaced at 1200 mm center to center along main T. bottom exposed width of 24mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawingsand as directed by Engineer-in-charge. 12.52.4 12.5 mm thick full Perforated Gypsum Board tile made fromplaster board having glass fibre conforming to IS : 2095 part I, of size 595x595mm, having perforation of 9.7x9.7mm at 19.4 mm c/c with center border so (48 mm and the side borders of 30mm, backed with non woven tissue on the backside, having an NRC (Noise Reduction Coefficient) or 0.79,with 50mm resin bonded glass wool baeking. |
| 28 | 12 mm cement plaster finished with a floating coat of neat cement of mix:13.7.2 1:4 (1 cement : 4 fine sand) |
| 29 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty:14.5.2 Float glass panes of nominal thickness 5 mm (weight not less than12.5 kg/sqm) |
| 30 | Renewing glass panes and refixing existing wooden fillets:14.7.2 Float glass panes of nominal thickness 5 mm (weight not less than 12.5 kg/sqm) |
| 31 | Renewal of old putty of glass panes (length) |
| 32 | Repair to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all completeas per the direction of Engineer-In-Charge. |
| 33 | Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge. |
| 34 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.15.2.2 Nominal concrete1:4:8 or leaner mix (including equivalent design mix) |
| 35 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 36 | Extra for cutting reinforcement bars manually / by mechanical means in R.C.C.or R.B. Work (Payment shall be made on the cross sectional area of R.C.C. Or R.B.work) as per direction of Engineer-in-charge. |
| 37 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 15.7.4 In cement mortar |
| 38 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50m (stacks of cleaned bricks shall be measured): 15.8.1 From brick work in mud mortar |
| 39 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 15.12.1 Of area 3 sq.metre sand below |
| 40 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 15.12.2 Of area beyond 3 sq.metre |
| 41 | Taking out doors, window sand clerestory window shutters (steel or wood) including stacking within 50 metres lead: 15.13.1 Of area 3 sq.metres and below |
| 42 | Taking out doors, window sand clerestory window shutters (steel or wood) including stacking within 50 metres lead: 15.13.2 Of area beyond 3 sq.metres |
| 43 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.15.23.1 For thickness of tiles 10mm to 25mm |
| 44 | Dismantling roofing including ridges, hips, valleys and gutters etc.,and stacking the material within 50 metres lead of:15.28.1 G.S. Sheet |
| 45 | Dismantling roofing including ridges, hips, valleys and gutters etc.,and stacking the material within 50 metres lead of:15.28.2 Asbestos Cement sheet |
| 46 | Dismantling old plaster or skirting raking out joints and cleaning thesurface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 47 | Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38kg per 100 metres (minimum), between the two posts fitted and fixed with G.I.staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately):-Payment to be made permetre cost of total length of barbed wire used. 16.17.1 With G.I.barbed wire |
| 48 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end postand corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38kg per100m (minimum), between the two post sfitted and fixed with G.I.staples, turn buckles etc. complete.(Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. 16.18.1 With G.I. barbed wire |
| 49 | Providing and fixing G.I. Chain link fabric fencing of required width inmesh size 25x25mm made of G.I. Wire of dia 3 mm including strengthening with 2mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. |
| 50 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 51 | Taking out existing CC interlocking paver blocks from footpath/ central erge,including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 52 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50mm thick compacted bed of coarses and, filling the joints with fines and etc.all complete as per the direction of Engineer-in-charge.(Old CC paver blocks shall be supplied by the department free of cost). |
| 53 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed ofsand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 16.91.2 80 mm thick C.C. paver block of M-35 grade with approved colour, design & pattern. |
| 54 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for lazing/panelling, C.P. brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fastenersto be paid for separately) :21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 55 | 21.1.2 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)21.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS:1868, Minimum anodic coating of grade AC 15) |
| 56 | 21.1.2 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)21.1.2.2 powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 57 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer- in-charge.21.4.1 With stainless steel cover plate minimum 1.25 mm thickness |
| 58 | Filling the gapin between aluminium frame & adjacent RCC/Brick/Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.21.8.1 Upto 5mm depth and 5mm width |
| 59 | Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100mm long with SS screws etc. Complete as per direction of Engineer-in-Charge.21.12.1 Anodized (AC15) aluminium tubular handle bar |
| 60 | Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100mm long with SS screws etc. Complete as per direction of Engineer-in-Charge.21.12.2 Powder coated minimum thickness 50 micron aluminium tubular handle bar |
| 61 | Providing and fixing anodised aluminium grill (anodised transparentor 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. (Only weight of grill to be measured for payment). |
| 62 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:13.47.1 Newwork (Two or more coats applied @1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 63 | Providing and fixing aluminium sliding door bolts. ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868), transparentordyed to required colour or shade, with nuts and screws etc. complete:9.96.1 300x16mm |
| 64 | Providing and fixing PTMT Tower Bolts with 12 mm one piece rod insideand necessary screws etc.. complete.9.108.1 152 x 42 X 18 mm weighing not less U1 an 60gms |
| 65 | Providing & fixing Fly proof wire gauze 10 windows, clerestory windows & doors with M.S.Flat 15x3 mm and nuts & bolts complete.10.29.2 Slainless steel (grade 304) wire gauze or 0.5mm dla wire and 1.4 mm aperture on both sides |
| 66 | Providing and fixing glass strips in joints of terrazo/Cement concrete floors. 11.13.1 40mm wide and 4mm thick |
| 67 | Steel rein forcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.1 Mild steel and medium tensile steel bars |
| 68 | Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, boils & nuts 8 mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866, The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified.12.47.2 2 mm thick flat |
| 69 | Providing and fixing bright finished brass double acting spring hinges with necessary brass screws etc. complete. 14.32.3 100mm |
| 70 | Painting with synthetic enamel paint of approved brand and manufacture of rqquired colour to give and even shade : 13.62.1 Two or more coats on new work over an undwe coat of suitable shade with oridnary paint of approved brand and manufacture |
| 71 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 72 | 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 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 etc. as per direction of Engineer- in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 73 | Finishing walls with acrylic smooth exterior paint of required shades : 13.46.1 New work (Two or more coat applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/4010sqm) |
| 74 | Painting wood work with deluxe Multi surface paint of required shade. Two or more coat applied @ 0.90 ltr/10sqm over an under coat of primer applied @ 0.75 ltr/10 sqm of apporoved brand and manufacture. |
| 75 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 with material conforming to Grade-I (size range 75mm to 0.075 mm) having CBR Value-30) |
| 76 | Painting steel work with deluxe Multi surface paint of required shade. Two or more coat applied @ 0.90 ltr/10sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of apporoved brand and manufacture. |
| 77 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars |
| 78 | Providing gola 75x75mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), inclusing finishing with cement mortar 1:3 ( 1 cement : 3 fine sand) as per standard design : 12.21.1 in 75x75x mm deep chase |
| 79 | Disposal of building rubbish/malba/similar unserviceable, dismantled or waste materials by mechnical means, including loading, transporting, unloading to approved municipal dumping rround or as abbroved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 80 | Painting with synthetic enamel paint of approved brand and manufacture of rqquired colour to give and even shade : 13.99.1 Two or more coats on new work over an undwe |
| 81 | Providing & fixing at all heights, levels and localions Mill finish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability and corrosion resistance. The profile sheetsshall be fixed to truss members in slope or required pitch or curvature with Hex cap headed selfdrilling/tapping Stainless steel screws M6, 50mm long with 3mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately).12.64.3 0.91 mm, troughed profile with center to center pitch of 200mm, depth of 32mm, overall profile width 1092 mm. cover width 1000mm. |
| 82 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete |
| 83 | Providing and applying white cement based putty of average thickness 1 mm,of approved brand and manufacturer, over the plastered wall surface ofcement 78.35 to prepare the surface even and smooth complete. |
| 84 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than50 gram/litre |
| 85 | Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15x10x10cm with cement concrete1:3:6 (1cement : 3 coarses and : 6 graded stone aggregate 20mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.14.2.1 Door chowkhats |
| 86 | Rein forced cement concrete worik in beams, suspended floors, roofs having slopeup to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1cement:1.5coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20mm nominal size derived from natural sources). |
| 87 | Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.14.2.2 Window chowkhats |
| 88 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. |
| 89 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 90 | Providing and fixing 18 mm thick gang sawcut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade,colour and texture laid over 20mm thick base cement mortar1:4 (1 cement:4 coarse sand), Joints treated with white cement, mixed with matching pigment, epoxy touchups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc.complete at all levels. 8.2.1 Raj Nagar Plain white marble/ Udaipur green marble/Zebra black marble8.2.1.2 Area of slab over 0.50 sqm |
| 91 | P/F 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS : 12823Grade I type II, in panelling fixed in aluminium doors, windows shutters and partition frame with C.P. brass/Stainless steel screws etc. complete as per architectural drawings and directions of engineering-in -charge., 21.2.2 Pre-laminted particle board with decorative lamination on both sides |
| 92 | ACP sheet 4 mm Thick in panelling fixed in aluminum doors, windows shutters and partition frames with C.P.brass/stainless steel screws etc.complete as per architectural drawings and directions of engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 20, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 08, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysSep 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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