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Tender ID
Tender Value
₹5.1 Cr
EMD Value
₹10.2 L
Closing Date
20 Apr 2026, 5:30 amClosed
Barrackpore Division
HINDUSTAN AERONAUTICS LIMITED Barrackpore Division Barrackpore Post Parganas (N) , Dist. 24 W. Bengal - 700 120 Phone : 2592-0157/2592-0163 Fax No : 91-033-2592-2379
CONSTRUCTION OF ANNEXE BUILDING G PLUS 1 AT ASSEMBLY HANGAR AT HAL BARRACKPORE DIVISION
25159
HAL/BKP/NIT/CIVIL/811/25-26 Dt. 19-03-2026
Limited
Works
Helicopter Complex -Barrackpore Divn-PM-Cheetah-Chetak-Works-Civil
| # | Company Name | Location | Address |
|---|---|---|---|
| 1 | SRICO PROJECTS PVT LTD | HYDERABAD,India | PLOT NO 178 A MLA COLONY,ROAD NO12 BANJARAHILLS,HYDERABAD,Andhra Pradesh,India,Pin-500034 |
| 2 | Shri Balajee Palace Private Limited | SILIGURI,India | 2424, NEEL KUTIR, MUKUNDA DAS ROAD, MILANPALLY SILIGURI 734004 Siliguri,,SILIGURI,West Bengal,India,Pin-734004 |
SRICO PROJECTS PVT LTD
HYDERABAD,India
PLOT NO 178 A MLA COLONY,ROAD NO12 BANJARAHILLS,HYDERABAD,Andhra Pradesh,India,Pin-500034
Shri Balajee Palace Private Limited
SILIGURI,India
2424, NEEL KUTIR, MUKUNDA DAS ROAD, MILANPALLY SILIGURI 734004 Siliguri,,SILIGURI,West Bengal,India,Pin-734004
₹0
₹10.2 L
20 Apr 2026
19 Mar 2026
19 Mar 2026
20 Apr 2026
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared etc. complete as directed by EIC.
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m & lift upto 1.5m; disposed earth to be levelled and neatly dressed etc. complete as directed by EIC . All kinds of soil
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m etc. complete as directed by EIC. Ordinary rock
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 & watering, lead up to 50 m and lift upto 1.5 m etc. complete as directed by EIC
Excavating, supplying & filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming & watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete as directed by EIC
Supplying & filling in plinth with River sand under floors including, watering, ramming consolidating & dressing complete etc. complete as directed by EIC.
Supplying chemical emulsion (Chlorpyriphos/Lindane emulsifiable concentrate of 20%) in sealed containers including delivery as specified etc. complete as directed by EIC.
Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc.: Chlorpyriphos/ Lindane E.C. 20% with 1% concentration etc. complete as directed by EIC.
Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion (Chlorpyriphos/Lindane E.C. 20% with 1% concentration.) @ one liter per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40) etc. complete as directed by EIC.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) etc. complete as directed by EIC.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) etc. complete as directed by EIC.
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) etc. complete as directed by EIC.
Extra for providing and mixing water proofing material in cement concrete work @ 1 kg per 50kg of cement etc. complete as directed by EIC.
Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil et. etc. complete as directed by EIC.
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand including necessary excavation, levelling & dressing & finishing the top smooth etc. complete as directed by EIC..
Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand ) etc. complete as directed by EIC.
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete etc. complete as directed by EIC.:
Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform etc. complete as directed by EIC.
Centering and shuttering including strutting, propping etc. and removal of form for : Shelves (Cast in situ) etc. complete as directed by EIC.
Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers etc. complete as directed by EIC.
Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts etc. complete as directed by EIC.
Centering and shuttering including strutting, propping etc. and removal of form for : Stairs, (excluding landings) except spiral-staircases etc. complete as directed by EIC.
Centering and shuttering including strutting, propping etc. and removal of form for : Edges of slabs and breaks in floors and walls Under 20 cm wide etc. complete as directed by EIC.
Steel reinforcement Thermo-Mechanically Treated bars of grade Fe-500D or more. for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete as directed by EIC.
Providing and laying in position ready mixed or site batched design mix cement 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 impairing strength; 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 etc. complete as directed by EIC. All works upto plinth level : Concrete of M30 grade with minimum cement content of 350 kg /cum
Providing and laying in position ready mixed or site batched design mix cement 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 impairing strength; 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 etc. complete as directed by EIC. All works above plinth level upto floor V level : Concrete of M25 grade with minimum cement content of 330 kg /cum
Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150 mm to 300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to 1S:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).
Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100 mm/ 125 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to 1S:2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand ) all complete as per direction of Engineer-in-Charge. The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work.
Providing of 6mm cement plaster of mix in all surface with cement mortar 1:3 (1 cement : 3 fine sand) at all levels
Providing of 12 mm cement plaster of mix in all surface with cement mortar 1:6 (1 cement : 6 fine sand) at all levels all complete as per direction of Engineer-in-Charge.
Providing of 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge all complete as per direction of Engineer-in-Charge.
Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers all complete as per direction of Engineer-in-Charge:
Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour all complete as per direction of Engineer-in-Charge.Two coats
Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) having VOC less than 50 gm/litre and UV resistance as per 1S 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additives all complete as per direction of Engineer-in-Charge. New work (Two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture all complete as per direction of Engineer-in-Charge
Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre all complete as per direction of Engineer-in-Charge
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 all complete as per direction of Engineer-in-Charge
Providing & fixing GI plaster mesh of nominal thickness 0.35 to 0.40 mm with zinc coating of 120 gms per sqm of approved make all complete as per direction of Engineer-in-Charge
Providing and fixing 18mm thick gang saw cut mirror polished premoulded and polished machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 Cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment. epoxy touch ups, including rubbing, curing, moulding and polishing to edge to give high gloss finish etc. complete at all level Granite of any colour and shade Area of slab over 0.50sqm
Providing edge moulding to 18mm 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 / Marble Work
Extra for fixing marble / granite stone over and above corresponding basic item, in facia and drops of width upto 150 mm with expoxy resin based adhesive including cleaning all complete as per direction of Engineer-in-Charge.
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 all complete as per direction of Engineer-in-Charge.
Providing and laying Fully Charged Glazed Vitrified tiles of size of Tile 600 x 1200 mm or equivalent in floor and wall (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to 1S:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including providing 3mm spacers and grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily all complete as directed by EIC.
Providing and laying Double charge vitrified tile polished finish of Size of Tile 1000 x 1000 mm or equivalent in floor (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including providing 3mm spacers and grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily all complete as directed by EIC.
Providing and laying Double charge Vitrified Tile size 1000 x 1000 mm or equivalent (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 @ 3.3 kg/ sqm including providing 3mm spacers grouting the joint with white cement & matching pigments etc. all complete as directed by EIC.
Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete 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 including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
Providing and laying Polished Granite stone flooring in and skirting required design and patterns, in linear as well as curvilinear portions of the building all complete 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 including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red
Extra for pre finish nosing in treads of steps of granite slab.
Extra for granite in treads of steps & risers using single length upto 2 meter.
Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge.
Providing and fixing pressed steel door frames conforming to 1S: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strikeplate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineerin- charge. Note : Profile C :Fixing with adjustable lugs with split end tail to each jamb
Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) : 35 mm thick
Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws etc. complete as directed by EIC. Note: 35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size Second class teak wood
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
Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured).
Providing and fixing of 2nd class teak wood of size 50x12 mm wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete as directed by EIC.
Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete as directed by EIC.
Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete as directed by EIC.
Providing and fixing stainless steel sliding door bolts of size 300x16 mm of approved make with stainless steel fixers etc. complete as per directed by the Engineer-in-charge.
Providing and fixing stainless steel sliding door bolts of size 250x16 mm of approved make with stainless steel fixers etc. complete as per directed by the Engineer-in-charge.
Providing and fixing stainless steel tower bolts of size 200x10 mm of approved make with stainless steel fixers etc. complete as per directed by the Engineer-incharge:
Providing and fixing stainless steel tower bolts of size 150x10 mm of approved make with stainless steel fixers etc. complete as per directed by the Engineer-incharge:
Providing and fixing stainless steel tower bolts of size 100x10 mm of approved make with stainless steel fixers etc. complete as per directed by the Engineer-incharge:
Providing and fixing bright /matt finished Stainless Steel handles of Size 125mm of approved quality & make with necessary screws etc all complete as directed by EIC.
Providing and fixing bright /matt finished Stainless Steel handles of Size 100 mm of approved quality & make with necessary screws etc all complete as directed by EIC.
Providing and fixing aluminium handles of 125mm , 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 as directed by EIC.
Providing and fixing aluminium handles of 100mm , 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 as directed by EIC.
Providing and fixing 150 mm stainless steel floor brass door stopper with rubber cushion, necessary screws etc. to suit shutter thickness complete as directed by EIC.
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 glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) Note: Powder coated aluminium (minimum thickness of powder coating 50 micron)
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) Note: Powder coated aluminium (minimum thickness of powder coating 50 micron)
With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)
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). The weight of aluminium extruded section shall be taken for purpose of payment.
Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: (a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: (b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/ structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.
Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6 mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6 mm thick, spacer tube 12 mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineerin- Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor.
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 brass cover plate minimum 1.25 mm thickness
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as per the direction of Engineer in- charge.
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 as per the direction of Engineer in- charge.
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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. : Coupler 110 mm diameter
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion : Single pushfit Coupler : 110 mm diameter
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion : Single tee with door 110x110x110 mm
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion : Bend 87.5° , 110 mm bend
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion : Shoe (Plain) 110 mm Shoe each
Providing and fixing unplasticised -PVC pipe clips of 110mm 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 ement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams.
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sgm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to 1S 277:1992 used as permanent shuttering including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately).
Providing and fixing with 12.5 mm thick tapered edge gypsum moisture resistant board false ceiling at all heights including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting.
Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main Trunner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between mainT at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be interlocked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main T runners to be suspended from ceiling using G.l. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.l. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main T. Bottom exposed with 24 mm of all T-sections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge.
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 Gl 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 Gl 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. Gl Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G | sheet having galvanizing of 100 gms/sgm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending.
Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of:. (i) Ist course of applying cement slurry @ 4.4 kg/sqgm mixed with water proofing compound conforming to IS : 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (ii) lind course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) llrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. (iv) Vth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sgm).
Providing and laying in situ five course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd & 4th courses of bonding material @ 1.20 kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd layer of roofing membrane APP modified Polymeric membrane 2.0 mm thick of 3.00 Kg/ sgm weight consisting of five layers prefabricated with centre core as 100 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMIHDPE film. 5th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately).
Providing and laying 1:3:6 (1 cement : 3 coarse sand (zone-lll) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) 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:
Neat cement punning.
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.
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.
Expansion Joints by providing and fixing in position 25mm thick pre-formed filler in all wall & floor expansion joints after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-formed joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS: 1838, including cost of primer, sealing depth per compound Grade-A in expansion joints.
Providing and fixing machine moulded aluminium covering of approved pattern & design, made out of machine cut aluminium sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ceiling floors, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers 2 mm thick & 15 mm dia , at a staggered pitch of 200 mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete as per direction of Engineer-in-charge. Powder coated aluminium sheet 2.5 mm thick (minimum thickness of powder coating 50 micron)
Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of 450mm diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).
Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of 500mm diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).
Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of 600mm diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).
Single pile upto 50 tonne Safe capacity : Initial test (Test Load 2.5 times the Safe capacity) : Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submitt the design of loading platform for the approval of Engineer-in-charge.
Single pile upto 50 tonne Safe capacity : Routine test (Test Load 1.5 times the Safe capacity) : Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submitt the design of loading platform for the approval of Engineer-in-charge.
Lateral load testing of single pile in accordance with IS Code of practice IS : 2911 (Part IV) for determining safe allowable lateral load on pile : Upto 50 tonne capacity pile
Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with 1S :14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge.
Providing and fixing water closet squatting pan (Indian type .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
Providing, fixing, testing, and commissioning of an approved make white-colour Europeantype wall-mounted water closet with concealed tank, including wall-mounted closet jaguar make Model No. VGS-WHT-81953UF or equivalent, Jaquar make concealed cistern Model No. JCS-WHT-2400WP oe equivalent, and flush plate Model No. JCP-CHR-292415 or equivalent , include installation of necessary brackets, 1 No. Jaquar CP brass angle valve cock (15 mm) Model No. AQT-CHR-3057 with CP wall flange or eqivqlent, solid plastic seat cover with rubber buffers and flap, heavy-duty plastic hinges, and all other required fittings and accessories, complete in all respects as per the direction of the Engineer-in-Charge.
Providing & fixing white colour Table Top Wash Basin of Size 500x420x120mm with all complete in all respect as per Direction of Engineer-in-Charge. Jaguar FLS-WHT-5935 or Equivalent
Providing & fixing white vitreous china flat back Urinal with Auto closing Concealed Urinal Flush Valve and all necessary fitings, all complete as required by direction of Engineer-in-Charge. (Jaguar Model No URS-WHT-13267 & Jaguar Model No:-PRS-CHR-073 or Equivalent)
Providing and fixing laminated/frosted toughened glass with edges rounded and polished,of size 75x50 cm deep and 2.0 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the same 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-incharge and finished smooth.
Providing & fixing CP Brass 32mm size Bottle Trap of approved quality & make & as per the direction of Engineer-in- charge. (Jaguar Model No:- ALD-SSF-769L300X190 or equivalent)
Providing & fixing beveled edge mirror of superior glass of approved quality complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws & washers complete. (Jaguar Model No Swivel Mirror 630 X 445mm Jaguar AKP-CHR-35795 or equivalent)
Providing & fixing soap dish of approved quality including fixing with C.P. brass screws etc. complete. (Jaguar Model No CPA-CHR-1131 or equivalent)
Providing & fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality & colour. (a) 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. (Jaguar Model No : AQN-GRF-7711B or equivalent)
Providing & fixing C.P. Brass towel ring 200 dia size complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality colour & make. CPA-CHR-1121RD or equivalent
Providing & fixing Stainless steel Toilet paper Roll Holder With Stainless Steel Flap ,Make : Jaquar, Model No : ACN - CHR-1153S or equivalent in other approved makes as directed by Engineer In Charge
Providing & fixing Hand shower(Health Faucet) with 8mm Dia, 1.0 Meter Long Spirochrome Flex Tube & Wall Hook Make : jaquar, Model No : ALD-CHR-573 , or equivalent in other approved makes including cutting and making good the walls wherever required all complete as directed by the Engineer-in-Charge
Providing & fixing approved type SS Double coat hooks with concealed type screws (Jaguar Model No : CPA-CHR-1161 or equivalent)
Providing & fixing 15 mm nominal bore C.P. brass short body two way bib cock 15 mm nominal bore. (Jaguar Model No : ARI-CHR-39037 or equivalent)
Providing & fixing C.P.brass long body bib cock of approved quality conforming to IS standard & Weighing not less than 690 gms.15 mm nominal bore. (Jaguar Model No : COP-CHR-107PM)
Providing & fixing push type Soap Dispenser Make : jaquar, Model No : ACN-SSF-1135N, or equivalent in other approved makes wherever required all complete as directed by the Engineer-in-Charge
Providing & fixing CP Single Lever Basin Mixer with all complete in all respect as per Direction of Engineer - in - Charge. (Jaguar Model No : LYR-CHR-38051B or Equivalent)
Providing & fixing Hand dryer, Make : Jaquar, Model No : HDR-SSF-AK2807 or equivalent in other approved makes as directed by Engineer In Charge.
Supplying & fixing in position PVC nahani trap with CP grating including connection with PVC waste pipe including 150 mm thick CC 1:2:4 for embedding the trap, plastering, curing, etc. complete all as specified & directed.
Providing & fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets & stainless steel plug 40 mm including painting of fittings & brackets, cutting & making good the walls wherever required with Kitchen sink without drain board 610x510mm bowl depth 200 mm
Providing & fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. With Flexible pipe 32 mm dia.
Providing & fixing CP Single Lever Sink Mixer with all complete in all respect as per direction of Engineer - in - Charge.
Supplying, laying, jointing, testing & commissioning 80mm uPVC soil pipes including specials of best quality and approved make fixed to wall / floor including chasing, cutting, making hole in walls / floors, cutting the pipes to required size of length, jointing the pipe and specials with adhesive including testing etc. complete all as specified and directed (specials at junctions must have access doors wherever required).
Supplying, laying, jointing, testing & commissioning 110mm uPVC soil pipes including specials of best quality and approved make fixed to wall / floor including chasing, cutting, making hole in walls / floors, cutting the pipes to required size of length, jointing the pipe and specials with adhesive including testing etc. complete all as specified and directed (specials at junctions must have access doors wherever required).
Providing & fixing 80mm dia PVC clean out plug with all necessory joint as per direction of Engineer-in-charge.
Providing & fixing 110mm dia PVC clean out plug with all necessory joint as per direction of Engineer-in-charge.
Providing and fixing P trap with jali as per direction of Engineer-in-charge. (a) 100 x 100 mm dia
Providing and fixing stainless steel 150 mm nominal size square type with openable 100 mm dia round grating lid of grade SS 316 with / without hole of approved quality including cutting in tiles, stone & floors & making good the same after fixing grating complete as per direction of Engineer-in-charge.
Providing & fixing Chlorinated Polyvinyl Chloride (CPVC) pipes of 25 mm dia nominal bore 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 including jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-charge. Internal work - Exposed on wall
Providing & fixing Chlorinated Polyvinyl Chloride (CPVC) pipes of 32 mm dia nominal bore 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 including jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-charge. Internal work - Exposed on wall
Providing & fixing Chlorinated Polyvinyl Chloride (CPVC) pipes of 15 mm dia nominal bore, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing this includes jointing of pipes & fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete as per direction of Engineer-in-charge. Concealed work, including cutting chases & making good the walls etc.
Providing & fixing Chlorinated Polyvinyl Chloride (CPVC) pipes of 20 mm dia nominal bore, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing this includes jointing of pipes & fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete as per direction of Engineer-in-charge. Concealed work, including cutting chases & making good the walls etc.
Providing & fixing brass stop cock of 15 mm nominal bore of approved quality complete.
Providing & fixing brass stop cock of 20 mm nominal bore of approved quality complete.
Providing & fixing gun metal gate valve of 25 mm nominal bore. with C.I. wheel of approved quality (screwed end)
Providing & fixing gun metal gate valve of 32 mm nominal bore. with C.I. wheel of approved quality (screwed end)
Providing & placing on terrace (at all floor levels) 2000 Ltrs. polyethylene water storage tank ISI:12701 marked with cover & suitable locking arrangement & making necessary holes for inlet, outlet & overflow pipes but without fittings & the base support for tank.
Excavating trenches of required width for pipe, cables etc. including excavation for sockets ,& dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil,& then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. & disposing of surplus excavated soil as directed, within lead of 50m. For All kinds of soil and for Pipes, cables etc not exceeding 80 mm dia
Excavating trenches of required width for pipe, cables etc. including excavation for sockets ,& dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil,& then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. & disposing of surplus excavated soil as directed, within lead of 50m. For All kinds of soil and for Pipes, cables etc exceeding 80 mm dia but not exceeding 300 mm dia.
Supplying, laying, jointing, testing and commissioning approved make PVC SWR pipes of 110mm dia (6kg / sq.cm) with solvent cement joints confirming to IS 4985 for Under ground drainage works. The quoted rate shall include necessary earth work, fittings, pipe to be laid below ground level in trenches upto required depth, dewatering, jointing of pipes, water testing and setting /encasing the pipes if necessary in cement concrete M-15 as per specifications 150mm thk. all around, refilling, and making good the same complete as directed by EIC.
Supplying, laying, jointing, testing and commissioning approved make PVC SWR pipes of 160mm dia (6kg / sq.cm) with solvent cement joints confirming to IS 4985 for Under ground drainage works. The quoted rate shall include necessary earth work, fittings, pipe to be laid below ground level in trenches upto required depth, dewatering, jointing of pipes, water testing and setting /encasing the pipes if necessary in cement concrete M-15 as per specifications 150mm thk. all around, refilling, and making good the same complete as directed by EIC.
Providing & laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipe including bed concrete as per standard design: 100 mm diamete
Providing & laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipe including bed concrete as per standard design: 150 mm diameter
Providing & fixing square mouth SW gully trap class SP-1 complete with CI grating brick masonry chamber & water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg & frame to be not less than 2.70 kg. as per standard design. 150x100mm size P type with common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregrate 40mm nominal size ) inside plastering 12 mm thick with cement mortar 1:3 (1 Cement : 3 coarse sand) finished with floating coat of neat cement & making channels in cement concrete 1:2:4 mix (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design: Inside size 90x80cm & 45cm deep including C.I. cover with frame (light duty) 455x610mm internal dimensions total weight of cover & frame to be not less than 38kg (weight of cover 23kg & weight of frame 15 kg) with common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
Extra for depth for manholes Size 90x80 cm Withcommon burnt clay F.P.S. (non modular) bricks of class designation 7.5.
Construction RCC septic tank 3.0M LENGTH*1.5MWIDTH including sludge chamber vent shaft etc, complete all as specified and on shown of drawings.
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .
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 Engineerin- 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) including transportation to site in transit mixer
Providing & laying Polythene sheet (400 micron thick) confirming to IS:2508 antifriction layer on the sub base course complete as per specifications. (Overlaps atjoints of pvc sheet should be 100 mm wide).
Providing and Fixing Double Roller Blind ( Viewty Dimout Roller blind) of make Deck/ Mac /Vista Brand or equivalent in cost and specification of required size and colour or as per approved design with all necessary components such as top channel, double shade fabric, bottom channel and operating systems as per manufacturers specification and direction of the Engineer-in-charge. The rates are inclusive of all the materials and labour required for all leads and lifts at all floor levels.
Providing and Fixing Double Roller Blind (Folk Blackout Roller blind. ) of make Deck/ Mac /Vista Brand or equivalent in cost and specification of required size and colour or as per approved design with all necessary components such as top channel, double shade fabric, bottom channel and operating systems as per manufacturers specification and direction of the Engineer-in-charge. The rates are inclusive of all the materials and labour required for all leads and lifts at all floor levels.
Providing & fixing Restroom Cubicle (of following standard dimension which includes 600mm door size width) self-supporting 12mm thick compact laminates made out of, urea free, thermosetting phenolic resins treated Kraft papers as core material and Amino plastic resin treated decor papers on the finish surface, conforming to latest and applicable IS: 2046-1995, EN 438:2016 and NEMA LD3-2005 quality Standaras wiin Anuivirus, Anuidacterlal ana Anurundal properties (conforming to ISO 21702:2019, JIS Z2801:2010 and ASTM G21-2015 standards respectively) to fulfil the applicable requirements of indoor air quality certifications for Greenguard-vold standaras. This also includes providing and fixing in position necessary hardware made out of Aluminium 6063 -T6 in Charcoal black anodised finish & Zinc Diecasted Charcoal black/Antique gold anodised finish hardwares as per manufacturer's specifications & Architects instructions like
Supply & installation of CPC Wall Panels of Calcium Polymer Composite (CPC) Wall Panels with property of being termite/borer proof, water/moisture proof by Mkasa-surfex or Equivalent Panel Dimensions: Height: 9.5 ft x Width: 2 ft and Thickness: 12 mm Installation Type: Direct-to-Wall Application with different types of profiles Base Material:MDF HMR/COMMERCIAL PLY Top Layer:Texture PVC Membrane Make:-MKASA-Surfex/Evergreen / Asiano
Providing and fixing stainless steel fancy handle 200mm of approved make fixed with SS screws etc. complete as per direction of Engineer-in-charge.
Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per direction of Engineer- in-charge.
Providing and fixing ready made 304 grade stainless steel Modular kitchen basket and accessories such as right angle basket (Plain Cup & Saucer, plant, Partition, Bottle rack, Thali, Cutlery) kitchen utensil basket, Dinner set basket, kitchen grain basket, Multipurpose basket as per site requirement including finishing (wherever required) and fittings. The same shall be fixed with necessary stainless steel nuts & bolts, Stainless Steel screws & elescopic channel etc. as per direction Engineer-in charge. (For payment purpose only weight of Stainless steel basket shall be considered excluding weight of all fixing accessories such as nuts, bolts, fasteners telescopic basket channels etc. Payment of providing and fixing telescopic channel shall be paid separately)
Providing and fixing factory made single extruded 18mm thick WPC (Wood Polymer Composite) solid board one side white color and other side of board laminted with PVC foil of minimum 14 micron thickness of approved design pasted with hot melt adhesive for cup boards, work stations and bathroom/ kitchen cabinet etc. of required sizes comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixing with stainless steel piano hinges/soft close clip on concealed hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel piano hinges/soft close clip on concealed hinges and necessary S.S screws shall be paid separately)
Providing and fixing factory made single extruded 12mm thick WPC (Wood Polymer Composite) solid plain white color board for backing of cup boards and bathroom/kitchen cabinets etc. of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder rice husk/iwheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/ mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel screws etc. all as per direction of Engineer-In- Charge. (Note: stainless steel screws shall be paid separately)
Providing and fixing stainless steel piano hinges/soft close clip on concealed hinges with necessary screws etc., complete.
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
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 & watering, lead up to 50 m and lift upto 1.5 m
Providing and laying in position cement concrete of 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 excluding the cost of centering and shuttering etc. complete as directed by EIC. - All work up to plinth level
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand).
Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm cfc, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge.
Demolishing Nominal cement concrete 1:3:6 or richer mix (i/c equivalent design mix) manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Demolishing Nominal cement concrete 1:4:8 or richer mix (i/c equivalent design mix) manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
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
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
Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured):
Dismantling doors, windows and clerestory windows (steel or wood) shutter of area 3 sq. metres and below including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead etc. all as directed by EIC.
Dismantling steel work in single sections such as Channels, angles, tees and flats including dismembering and stacking within 50 metres lead etc. complete as directed by EIC.
Dismantling of tile work of 10 mm to 25 mm in floors and roofs laid in cement mortar including stacking material within 50 metres lead etc. complete as directed by EIC.
Dismantling of tile work of 25 mm and up to 40 mm in floors and roofs laid in cement mortar including stacking material within 50 metres lead etc. complete as directed by EIC.
Dismantling roofing G.S. Sheet including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead etc. complete as directed by EIC.
Dismantling C.I./pvc or asbestos rain water pipe of 150 mm dia pipe with fittings and clamps including stacking the material within 50 metres lead etc. complete as directed by EIC.
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-incharge, beyond 50 m initial lead, for all leads including all lifts involved
HAL/BKP/NIT/CIVIL/811/25-26 Date: 19-03-2026
Description
Name of the Individual / Firm / Company: * Mandatory
Type of ownership
Details of Constitution or Legal Status such as certificate of incorporation, shops and establishments, Contractor registration No etc.,
Address for correspondence:
Goods & Service Tax Registration No
Format of Undertaking
PAN No.:
Electrical Licence.:
Bid Capacity Value (For tenders more than ₹100.00 Lakhs)
Integrity Pact [Standalone/ Omnibus] (For tenders more than ₹500.00 Lakhs)
Contact details
Please Enter Contact person Name
Pls Enter Mobile No
Average annual financial turn over during the last 3 years, ending 31st March of the previous financial year [ should not be less than 30% of Amount put to tender] [The Annual Turnover figure should be excluding miscellaneous incomes etc. and same as per Profit & Loss statement duly certified by Chartered Accountant with UDIN]
TURN OVER IN Rupees
Enclosed
Enclosed
Enclosed
ESI & PF Nos with proof (If any)
Related Document to be Uploaded to e-procurement Portal
Bank(s) details: [Copy of the cancelled cheque leaf to be uploaded]
Related Document to be Uploaded to e-procurement Portal (Note: Cancelled cheque leaf to be uploaded)
Latest Bankers Solvency Certificate from Nationalized/ scheduled Bank issued NOT before 12 months from the date of Tender Notice. [SOLVENCY CERTIFICATE AS PER ENCLOSED FORMAT IN TENDER DOCUMENT TO BE UPLOADED]
Pls Enter Details of 'Name of the Bank' , 'Date of Issue','Value in Rs
Experience of having successfully completed similar works during last 7 years ending last day of previous month. [Latest work experience certificate may be uploaded] [WORK COMPLETION CERTIFICATE AS PER ENCLOSED FORMAT IN TENDER DOCUMENT TO BE UPLOADED] (i) THREE similar completed works each costing not less than the amount equal to 40% of the estimated cost. (ii) TWO similar completed works each costing not less than the amount equal to 50% of the estimated cost. (iii) ONE similar completed work each costing not less than the amount equal to 80% of Amount put to the tender.
40% (Three Works)
Type of Work: [ Incase of private works the same shall be supported with TDS certificate]
Please enter Details for Work No 1
Type of Work: [ Incase of private works the same shall be supported with TDS certificate]
Pls Enter Details for Work No II
work done
Type of Work: [ Incase of private works the same shall be supported with TDS certificate]
Pls Enter Details for Work No III
Details of person holding the power of Attorney (If different from contact person)
Related Document to be Uploaded to eProcurement Portal
Pls Enter Details for Person holding Power of Attorney
DECLARATION :
Pls Accept The Declaration
DECLARATION II
Pls Accept the Delaration II
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1.NIT.pdf
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3.TandC.pdf
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DrawingNo3.pdf
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DrawingNo4.pdf
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DrawingNo5.pdf
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DrawingNo6.pdf
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DrawingNo7.pdf
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DrawingNo8.pdf
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7.PriceBid.xlsm
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2.Undertaking.pdf
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4.PQCriteria.pdf
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DrawingNo1.pdf
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DrawingNo2.pdf
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