Tender For Construction Of Permanent Administrative Block Building And Workshop At Dtc Gtk Depot Sh: - Construction Of Workshop
Tender Value
6.08 Crore
Estimated cost
Bid Submission
30 Jul 2026
3 days left
EMD
12.16 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Delhi → Delhi
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Permanent Administrative Block Building And Workshop At Dtc Gtk Depot Sh: - Construction Of Workshop
BOQ
| Sl. No. | Item Description |
| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 2 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 3 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 4 | 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. |
| 5 | 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.. In cement mortar |
| 6 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): From brick work in cement mortar |
| 7 | Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead: |
| 8 | Of area 3 sq. metres and below |
| 9 | Of area beyond 3 sq. metres |
| 10 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. |
| 11 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 12 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: |
| 13 | GS Sheet |
| 14 | Asbestos sheet |
| 15 | Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional height of one metre or part thereof beyond 5 metres. |
| 16 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual 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 1.5 m, as directed by Engineer-in-charge. All kinds of soil |
| 17 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil |
| 18 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 19 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth: consolidating each deposited layer by ramming and watering. |
| 20 | Extra for every additional lift of 1.5 m or part thereof in excavation / bariking excavated or stacked materials. All kinds of soil |
| 21 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge.” Note : Excess/less cement used than specified in this item is payable/ recoverable separately. All works upto plinth level: M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) |
| 22 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: |
| 23 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 24 | Providing and laying Damp-proof course 40mm thick with cement concrete 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). |
| 25 | Providing & applying a coat of residual petroleum bitumen of penetration 80/100 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 26 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
| 27 | Centering & shuttering including strutting, propping etc. and removal of form work for: |
| 28 | Foundations, footings, bases of columns etc. for mass concrete. |
| 29 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 30 | Suspended floors, roofs, landings, balconies and access platform. |
| 31 | Shelves (Cast in situ) |
| 32 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 33 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 34 | Stairs, (excluding landings) except spiral-staircases |
| 35 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 36 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 37 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 38 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 39 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 40 | Providing and laying in position ready mixed or site batched design mixcement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 41 | All works upto plinth level |
| 42 | All works above plinth level upto floor V level |
| 43 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement1:1.5:3 (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size). |
| 44 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 45 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 46 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 47 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 Cement : 4 coarse sand) |
| 48 | Extra for providing and placing in position 2 Nos. 6mm dia. M.S.bars at every third course of half brick masonry (with F.P.S. bricks). |
| 49 | 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 to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade |
| 50 | Area of slab upto 0.50 sqm |
| 51 | Area of slab over 0.50 sqm |
| 52 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work |
| 53 | Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. |
| 54 | Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. |
| 55 | Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite Stone of approved shade |
| 56 | Providing and laying Polished Granite stone flooring in required designand patterns, in linear as well as curvilinear portions of the building allcomplete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade includingrubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab colour of Black, Cherry/RubyRed or equivalent |
| 57 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) 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: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 58 | Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 1 mm thick |
| 59 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). |
| 60 | Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured): Rectangular or square |
| 61 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc |
| 62 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. |
| 63 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete250x16 mm |
| 64 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete |
| 65 | 250x10 mm |
| 66 | 150x10 mm |
| 67 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper |
| 68 | Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. With 12 mm mild steel U beading |
| 69 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. |
| 70 | Providing and fixing lmm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel \primer. Using M.S. angles 40x40x6 mm for diagonal braces |
| 71 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 72 | Providing and fixing pressed steel door frames conforming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge Profile B Fixing with adjustable lugs with split end tail to each jamb |
| 73 | Steel work welded in built up sections/ framed work including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladders, railings, brackets, gates & similar works. |
| 74 | Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 m dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer- in-charge.10 x 80 mm |
| 75 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc.,including welding, grinding, buffing, polishing and making curvature(wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer- in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessoriessuch as nuts, bolts, fasteners etc.). |
| 76 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes |
| 77 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a primingcoat of approved steel primer all complete. |
| 78 | Providing and fixing Ist 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 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 79 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. |
| 80 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc.,complete.Size of Tile 600x600 mm |
| 81 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm |
| 82 | Kota stone slab flooring over 20 mm (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) 25 mm thick |
| 83 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 84 | Providing and fixing on wall face unplasticised Rigid PVC rainwater pipes confirming to IS:13592 Type A including jointing with seal ring confirming to IS:5382 leaving 10 mm gap for thermal expansion.(I) single socketed pipes. ll0 mm diameter |
| 85 | Providing and fixing on wall face unplasticised PVC moulded fitting acessories for unplasticised Rigid PVC rain water pipes confirming to IS-13592 type A including jointing with seal ring confirming to IS 5382 leaving l0mm gap for thermal expansion. |
| 86 | Coupler 110 mm |
| 87 | Bend 87.5 110 mm bend |
| 88 | Shoes (plain) 110 mm shoe |
| 89 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.110 mm |
| 90 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 91 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 92 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase |
| 93 | Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner |
| 94 | Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. 0.80 mm thick with zinc coating not less than 275 gm/m2 |
| 95 | 12 mm cement plaster of mix 1:6 (1 cement : 6 coarse sand) |
| 96 | 15 mm cement plaster on the rough side of single or half brick wall of mix: 1:6 (1 cement : 6 coarse sand) |
| 97 | 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) |
| 98 | Neat cement punning |
| 99 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete |
| 100 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work |
| 101 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 102 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer |
| 103 | Finishing walls with textured exterior paint of required shade new work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 104 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On concrete work |
| 105 | Providing and fixing anodized aluminium work for doors, windows, ventilators and partitions with extruded built- up standard tubular sections / appropriate Z sections and other sections of approved make confirming to IS:733 and S:1285,fixed with rawl plug and screws or with fixing clips, or with expansion hold fastners including necessary filling up of gaps at juctions, at top, bottom and sides with required PVC /Neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitered and joined mechanically wherever required including cleat angle. Aluminium snap beading for glazing / panelling CP brass / Stainless Steel screws, all complete as per architectual drawing and the direction of Engineer-In-Charge. (glazing and panelling to be paid for separately) |
| 106 | For Fixed Portion. Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 107 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivolts friction stay etc, and making provisional for fixing of approved powder caoted aluminium accessories fitting wherever required including the cost of PVC neoprene gasket required (fitting shall be paid for separately) Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 108 | 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 125 kg, 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. With stainless steel cover plate minimum 1.25 mm thickness |
| 109 | Filling the gap between Al frame & adjacent RCC/Brick/Stone wall by provding wather silicon sealent over backer rod of approvd quality as per architectural drawings & directions of eng. In charge. Upto 5 mm depth & 5 mm width |
| 110 | Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineerin- charge complete.255 X 19 mm |
| 111 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): |
| 112 | With float glass panes of 4.0 mm thickness |
| 113 | With float glass panes of 5.5 mm thickness |
| 114 | Providing and fixing 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. ( Only weight of grill to be measured for payment ). |
| 115 | Providing and laying water proofing treatment in sunken portion of WCs. Bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a ) First layer of slurry of cement @ 0.488 kg/sqm mixed wih water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and massonry with polymer mixed slurry. |
| 116 | Grading roof for water proofing treatment with cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 : graded stone aggregate 20 mm nominal size ) |
| 117 | Providing and applying integral crystalline slurry of hudrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ration of 5: 2 (5 parts integral crystalline slurry : 2 parts water ) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative internal side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall caryy guaranteed for 10 years against any leakage. |
| 118 | For vertical surface two coats @ 0.70 kg per sqm per coat |
| 119 | For horizontal surface one coat @ 1.10 kg per sqm |
| 120 | Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. (The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). |
| 121 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels ofaluminium composite panel cladding in pan shape in metaliccolour of approved shades made out of 4mm thick aluminiumcomposite panel material consisting of 3mm thick FR grademineral core sandwiched between two Aluminium sheets (each0.5mm thick). The aluminium composite panel cladding sheetshall be coil coated, with Kynar 500 based PVDF / Lumiflonbased fluoropolymer resin coating of approved colour and shadeon face # 1 and polymer (Service) coating on face # 2 asspecified using stainless steel screws, nuts, bolts, washers,cleats, weather silicone sealant, backer rods etc.c) The fastening brackets of Aluminium alloy 6005 T5 / MS withHot Dip Galvanised with serrations and serrated washers toarrest the wind load movement, fasteners, SS 316 Pins andanchor bolts of approved make in SS 316, Nylon separators toprevent bi-metallic contacts all complete required to performas per specification and drawing The item includes cost of allmaterial & labour component, the cost of all mock ups at site,cost of all samples of the individual components for testing inan approved laboratory, field tests on the assembled workingcurtain wall with aluminium composite panel cladding, cleaningand protection of the curtain wall with aluminium compositepanel cladding till the handing over of the building for occupation.Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all theperformance characteristics all complete , as per theArchitectural drawings, as per item description, as specified,as per the approved shop drawings and as directed by theEngineer-in-Charge. However, for the purpose of payment, onlythe actual area on the external face of the curtain wall withAluminum Composite Panel Cladding (including width ofgroove) shall be measured in sqm. up to two decimal places.\\" |
| 122 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 123 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required W.C. pan with ISI marked white solid plastic seat and lid |
| 124 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required :: |
| 125 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern |
| 126 | Range of three half stall urinals with 10 litre P.V.C. Automatic flushing cistern |
| 127 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. Brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap |
| 128 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required Kitchen sink without drain board 6l0x510 mm bowl depth 200 mm |
| 129 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. |
| 130 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe |
| 131 | 32 mm dia |
| 132 | 40 mm dia |
| 133 | Providing and fixing 100 mm sand cast Iron grating for gully trap. |
| 134 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 135 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing Rectangular shape 1500x450 mm |
| 136 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 137 | Providing and fixing soil, waste and vent pipes 100 mm dia Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 |
| 138 | Providing and fixing double equal plain junction of required degree. 100x100x l00x100 mm Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 |
| 139 | Providing and fixing single equal plain junction of required degree l00xl00x100 mm Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 |
| 140 | Providing and fixing plain bend of required degree. 100 mm dia Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 |
| 141 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 100 mm dia Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 |
| 142 | Providing and fixing terminal guard : 100 mm dia Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 |
| 143 | Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe 100 mm dia SS 304 grade coupling with EPDM rubber gasket |
| 144 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 100 mm inlet and 100 mm outlet Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 |
| 145 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks l0x l0x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : For 100 mm dia pipe |
| 146 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints completeas per direction of Engineer in Charge. Internal work - Exposed on wall |
| 147 | 25 mm nominal outer dia Pipes |
| 148 | 32 mm nominal outer dia Pipes |
| 149 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. Concealed work, including cutting chases and making good the walls etc. |
| 150 | 15 mm nominal outer dia Pipes |
| 151 | 20 mm nominal outer dia Pipes |
| 152 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. |
| 153 | 15 mm dia nominal bore |
| 154 | 20 mm dia nominal bore |
| 155 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 156 | 25 mm nominal bore |
| 157 | 32 mm nominal bore |
| 158 | Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length15 mm nominal bore |
| 159 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet 100 mm diameter |
| 160 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore |
| 161 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore |
| 162 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore |
| 163 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore |
| 164 | Providing and fixing PTMT grating of approved quality and colour. Circular type 100 mm nominal dia |
| 165 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Circular tank |
| 166 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete |
| 167 | 150 mm dia. R.C.C. Pipe |
| 168 | 250 mm dia. R.C.C. Pipe |
| 169 | 300 mm dia. R.C.C. pipe |
| 170 | 450 mm dia. R.C.C. pipe |
| 171 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. Pipes including bed concrete as per standard design : |
| 172 | 150 mm diameter S.W. Pipe (R.C.C. NP2 Pipe) |
| 173 | 250 mm diameter S.W. Pipe (R.C.C. NP2 Pipe) |
| 174 | 300 mm diameter S.W. pipe |
| 175 | Providing and fixing square-mouth S.W. gully trap class SP-l complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 150 x 100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 176 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (l cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and l2mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 177 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 nirnx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (l cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 178 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar l:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 100 to 250 mm diameter |
| 179 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar l:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x6l0 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1: l.5:3 mix (1 cement : 1.5 Fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (l cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (l cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: |
| 180 | Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 181 | Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inletsWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 182 | Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar l:4 (l cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 183 | Supplying and stacking at site.Good earth |
| 184 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 185 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) |
| 186 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm |
| 187 | Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main \\"T\\" runner with suitably spaced joints 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 a grid of 1200x600 mm and secondary cross \\"T\\" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture 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 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.12.5 mm thick fully Perforated Gypsum Board tile made from plasterboard having glass fibre conforming to IS: 2095 part I, of size 595x595 mm, having perforation of 9.7x9.7 mm at 19.4 mm c/c with center borders of 48 mm and the side borders of 30 mm, backed with non woven tissue on the back side, having an NRC ( Noise Reduction Coefficient) of 0.79, with 50 mm resin bonded glass wool backing. |
| 188 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. |
| 189 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. |
| 190 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :15 mm nominal bore |
| 191 | \\"Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer |
| 192 | Cleaning and mopping of flooring before applying the paint including removing of mud mortar and all consumable items etc. all complete. |
| 193 | Providing and applying repairing material : Epoxy floor repairing material : Pro Epishield floor SL Screed |
| 194 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On concrete work |
| 195 | Providing and fixing 3mm thick embossed polycarbonated profile sheet of approved make (size , shape and pitch of corrugation/ profile as approved by Engineer-in-charge) with UV protection. The sheet shall be fixed using self drilling / self tapping screws with EPDM Seal wiht bitumen and G.I Limpet washer upto any pitch in Horizontal /Vertical or curved surfaces excluding cost of perlin , rafters and trusses and including cutting to size and shape wherever. |
| 196 | Supplying and installation of Self Supported arch shaped mechanically seamed trussless galvalume roofing system, made up of superior qualitystructural grade, color coated galvalume sheets, confirming to ASTM A792standards with minimum coating mass AZ150 and yield strength 350 mPA, having profile width of 625MM (+/- 10MM) for two feet profile (IFP) fora Span of 15.65 M for base metal thickness of 1.00MM (+/- 0.03MM) -(fabrication and installation of self-supported roofing to be carriedout using hydraulic profile machine and joined by mechanically seamersonly).(l). The roofing system should be designed to withstand the wind load (As per IS 875 Part-3). The design should also comply with any other relevant IS Codes. (2). The steel sheet shall be 3’-0” (9l4MM) width (tolerance +/-2mm) which shall be curved and moulded at site using mechanical press and dies to the desired curves and shape to form 2’-0” (605 MM) wide interlocking panels. These panels shall be erected in position and their seams shall be interlocked and pressed to close the seam forming a water tight joint. Minor colour chipping/scratching should be rectified by applying Epoxy lacquer. Necessary arrangement including the supply for the installation of fasteners at the end will be there in the scope of the work. (3). The installation should be done by mechanized methods. The agency has to mobilizerequired number of Hydra for transportation of sheets and Cranes for the erection of seamedsheets.(4). Adequate precaution shall be taken by the agency during the installation process for the safety of their workers. Safety belts, helmets and other safety equipment for theexecution ofjob must be used, wherever required. Works in height panel installation processshall not be carried out in case of wind velocity at site location is above 22 K.M./Hrs.(5). The design & drawing in terms and End Reactions and Load Data for the roof must be submitted to the DTC for approval before the installation of the sheets at site. Theagency shall make provisions for hangers and clamps etc. for providing light fixtures in theroof, wherever required. (6). ROOFING MATERIAL : The material of Galvalume sheets shall have the following specifications: Alloy Coated High Tensile steel (Steel grade D) Galvalume sheets of JSW Steel Works, Tata Bhushan, Bluescope (Australia), Hoa Sen (Vietnam) and Dongbu Steel Co. Limited, (Korea)make with coating of 55% Aluminum, 43.5% Zinc and 1.5%Silicon. |
| 197 | Credit For Dismental structural steel received after dismentaling the grider .columns ,R.C.C ,Window ,roof sheet etc(mild steel ) All complete from site as per direction of Engineer -In -Charge |
| 198 | ADD 10.21 % COST INDEX on DSR 2021 ( i.e item no-1 to 137) |
| 199 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 200 | Group C |
| 201 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 202 | Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 203 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. |
| 204 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 205 | 2 X 10 sq. mm + 1 X 6 sq. mm earth wire |
| 206 | 4 X 2.5 sq. mm + 2 X 2.5 sq. mm earth wire |
| 207 | 4 X 16 sq. mm + 2 X 6 sq. mm earth wire |
| 208 | Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. |
| 209 | 3 x 2.5 sq. mm |
| 210 | 6 x 2.5 sq. mm |
| 211 | 3 x 4 sq. mm |
| 212 | 5 x 4 sq. mm |
| 213 | 6 x 4 sq. mm |
| 214 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 215 | 20 mm |
| 216 | 25 mm |
| 217 | 32 mm |
| 218 | Supplying and fixing metal box of following sizes (nominal size)on surface or in recess with suitable size of phenolic laminatedsheet cover in front including painting etc. as required. |
| 219 | 100 mm X 100 mm X 60 mm deep |
| 220 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 221 | 5/6 A switch |
| 222 | 15/16 A switch |
| 223 | 3 pin 5/6 A socket outlet |
| 224 | 6 pin 15/16 A socket outlet |
| 225 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. |
| 226 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. |
| 227 | 6 Module (200 mmX75 mm) |
| 228 | 12 Module (200 mmX150 mm) |
| 229 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 A & 15/16 A modular socket outlet and15/16 A modular switch, connections etc. as required. |
| 230 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 231 | Group C |
| 232 | Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. |
| 233 | 100 A, 16 kA,TPMCCB |
| 234 | 100 A, 30kA, FPMCCB |
| 235 | 125 A, 36kA, FPMCCB |
| 236 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 237 | 8 way, Double door |
| 238 | 12 way, Double door |
| 239 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 240 | 4 way (4 + 12), Double door |
| 241 | 6 way (4 + 18), Double door |
| 242 | Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A, tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required. (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) |
| 243 | 4 way (4 + 12), Double door |
| 244 | 8 way (4 + 24), Double door |
| 245 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 246 | Single pole |
| 247 | Double pole |
| 248 | Triple pole |
| 249 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. |
| 250 | Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 251 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 252 | Supplying and fixing DP sheet steel enclosure on surface/ recess along with 25/32 A, 240 V “C” curve DP MCB complete with connections, testing and commissioning etc. as required. |
| 253 | Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 A, “C” curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. |
| 254 | Supplying and fixing 30 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 30 A, “C” curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. |
| 255 | Earthing with G.I. earth pipe 4.5 meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as required. |
| 256 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. |
| 257 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. |
| 258 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required. |
| 259 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size direct in ground including excavation and refilling the trench etc. as required, but excluding sand cushioning and protective covering. |
| 260 | Upto 35 sq. mm |
| 261 | Above 35 sq. mm and upto 95 sq. mm |
| 262 | Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation and refilling the trench etc. as required, but excluding sand cushioning and protective covering. |
| 263 | Upto 35 sq. mm |
| 264 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size in the existing RCC/ HUME/ METAL pipe as required. |
| 265 | Upto 35 sq. mm |
| 266 | Above 35 sq. mm and upto 95 sq. mm |
| 267 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size on wall surface as required. |
| 268 | Upto 35 sq. mm (clamped with 1mm thick saddle) |
| 269 | Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp) |
| 270 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. |
| 271 | 3 X 10 sq. mm (22 mm) |
| 272 | 3 X 16 sq. mm (25 mm) |
| 273 | 4 X 16 sq. mm (28mm) |
| 274 | 4 X 25 sq. mm (28mm) |
| 275 | 4 X 50 sq. mm (35 mm) |
| 276 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. |
| 277 | 63 mm dia |
| 278 | 90 mm dia |
| 279 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc..direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. |
| 280 | 63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 281 | 90 mm dia (OD-90 mm & ID-76 mm nominal) |
| 282 | (+) Add prevailling cost index @ 31.27% On DSR-2016 rate |
| 283 | (-)@9.5% below on (DSR-2016 Rate+prevailling cost index @ 31.27% |
| 284 | SITC of LT Distribution panelDISTRIBUTION PANEL Description Qty UnitMain Incomer Metering:- RYB Phase Indication- 1 No,MCB 6A SP 10kA C-Curve - 3 Nos. , 1Ph LED Ammeter Cl -1 No. , Ammeter Selector Switches (ASS) - 1 No. , 1Ph LED Voltmeter Cl -1 No., Voltmeter Selector Switches (VSS) - 1 No. , CT 250/5ATape Bond- 3Nos.Main Incomer:- MCCB 250A 4P TM 36kA - 1 No., Ext. Rotary Handle - 1 No., Spreader Terminals 4P - 1 No. Outgoings:- MCCB 100A 4P TM 25kA - 3 Nos. , Ext. Rotary Handle - 3 Nos. Spreader Terminals 4P - 3 Nos. , MCCB 63A 4P TM 25kA -2 Nos. ,Ext. Rotary Handle - 2 Nos., Spreader Terminals 4P - 2 Nos. Bus Bar:- 1 No.Bus Bar : 300A Aliuminium, Bus Bar Sleeve : Red, Yellow, Blue, Black , Bus Bar Insulator : Round Type, SMC : DMC Enclosure:- 1 No.Enclosure : CRCA Sheet (Floor Mount Type), Powder Coating : Siemens Gray : RAL 7035, Others:- 1 No. Control Wire : 0.75/1.5mm2, Thimble / Lug : 1.5mm2 Pin Type Cable Tie : 150mm, Terminals Blocks : 2.5mm2 : Screw Type , Terminal Mounting Channel : C Channel , MCB Mounting Channel :C Channel, Wire Duct with Cover : 45x45mm , Hardware & Legends : Feeder & 22.5 Dia |
| 285 | Brush Less Direct Current (BLDC) MotorSupply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal ( Aluminum alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, suitable for operation with regulator for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Ceiling Fan compliant to IS 374:2019 fan Supply, earthing etc. complete as req1200mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210 CM/Min(Minimum) |
| 286 | LED Batten light (System lumen efficacy ≥105 <120 lm/Watt). Supplying, installation, Testing & Commissioning of LED surface mounted Batten light of following body material and construction as per IS : 10322 with driver (Replaceable) as per the requirement with Driver efficiency >85% ,Operating voltage AC 140-270 Volt, freq 50/60 hz, Operating temp range -15 deg to 40 deg centigrade, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, Flicker free, (flicker should be below 5 %), life time (LED,Driver & electrical circuitary), of minimum 50000 Burning Hours with , 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin), SDCM(Standard Deviation Color Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/Embossing/ Screen printing on housing. complete in all respect i/c connections with 1.5 sq mm FRLS, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 <120 lm/Watt output . LM79 & LM80 Test report from NABL lab for all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminum housing such that LED junction temperature shall not rise above 90°C). CRCA Sheet Body (Thickness ≥ 0.50 mm) a)18- 22 watt |
| 287 | Supplying, installation, Testing & Commissioning of Panel light 2x2 ft., of following body material and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140270 Volt, freq 50/60 hz, Operating temp range -15 deg to 40 deg centigrade, internal surge protection of 2.5 KV with Short & Open circuit protection, THD < 10% , P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) < 19, Flicker free, (flicker should be below 5 %), life time (LED,Driver & electrical circuitry), of minimum 50000 Burning Hours with, 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6000°K / 6500°K (As per ANSI Bin), SDCM(Standard Deviation Color Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. complete in all respect i/c connections with 1.5 sq mm FRLS, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 <120 lm/Watt output . LM79 & LM80 Test report from NABL lab for all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminum housing such that LED junction temperature shall not rise above 90°C). CRCA Sheet Body (Thickness ≥ 0.50 mm) |
| 288 | LED Flood Light, powder coated pressure die cast aluminum (System lumen efficacy 105 <120 lm/Watt)Supplying, installation, Testing & Commissioning of Flood Light, powder coated pressure die cast aluminum body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: Input voltage: 140-270 Volt AC, freq 50/60 hz, Operating temp range -15 deg to 50 deg centigrade, internal surge protection of 5 KV L,N,E as per IEC 61000-45, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P.F.≥0.95, IP66,IK-10, CRI >80,under voltage and over voltage protection, EMIEMC as per CISPR -15, Lenses for beam angle 30 deg-120deg as per the application and the project requirement deg., suitable tilt able fitting, life time (LED, Driver & electrical circuitary) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K/6000°K/6500°K (As per ANSI Bin), SDCM (Standard Deviation Color Matching) <5, Maximum power consumption should not more than The specified rating and Fixture shall be Of relevant BIS standard complete in all respect i/c connections with 1.5 sq mm FRLS, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy 105 <120 lm/Watt output . LM79 & LM80 Test report from NABL lab for all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-inCharge as per requirement. (Thermal management: heat sink of aluminum housing such that LED junction temperature shall not rise above 90°C).a)36 watt |
| 289 | Supplying and fixing 1000 mm x 900 mm wide x 15 mm thick checkered rubber matting conforming to IS 5424- 1969 complete as required. |
| 290 | Supplying & fixing standard shock treatment charts in English & Hindi duly framed and covered with glass. |
| 291 | Supplying and installation of PVC Raceway on the wall/floor & plastering the chased portion & making good the damage etc(if rquired) complete as required. |
| 292 | UPVC Cable Trucking 150 mm x100 mm |
| 293 | UPVC Cable Trucking 150 mm x50 mm |
| 294 | SITC of 300mm Exhaust fan heavy duty 1400 RPM single phase |
| 295 | SITC of 600mm Industrial Wall fan 1440 RPM single phase |
| 296 | SITC of MCCB enclosure sutable for FP MCCB as per site requirement |
| 297 | Supply of XLPE insulated PVC Sheathed Armoured Aluminium Conductor cable 1.1KV Grade Conforming to IS-7098 of size 3x10 Sq. mm. |
| 298 | Supply of XLPE insulated PVC Sheathed Armoured Aluminium Conductor cable 1.1KV Grade Conforming to IS-7098 of size 3x16 Sq. mm. |
| 299 | Supply of XLPE insulated PVC Sheathed Armoured Aluminium Conductor cable 1.1KV Grade Conforming to IS-7098 of size 4x16 Sq. mm. |
| 300 | Supply of XLPE insulated PVC Sheathed Armoured Aluminium Conductor cable 1.1KV Grade Conforming to IS-7098 of size 4x25 Sq. mm. |
| 301 | Supply of XLPE insulated PVC Sheathed Armoured Aluminium Conductor cable 1.1KV Grade Conforming to IS-7098 of size 4x50 Sq. mm. |
| 302 | Dismantling work of old/defective electrical installations as per site requirement. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysJul 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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