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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 CrAccepted-AOC | ₹7.7 Cr | L1 | Accepted-AOC You are the lowest bidder |
| 2 | L2₹9.3 Cr+₹1.5 Cr (19.5%)Rejected-Finance | ₹9.3 Cr+₹1.5 Cr (19.5%) | L2 | Rejected-Finance You are not the lowest bidder. |
| 3 | L3₹10.0 Cr+₹2.2 Cr (29.0%)Rejected-Finance C 3 LAKHAN SONA NEAR RPS MORE BAILEY ROAD PATNA BIHAR PIN 801503 | PATNA | BIHAR | 801503 | ₹10.0 Cr+₹2.2 Cr (29.0%) | L3 | Rejected-Finance You are not the lowest bidder. |
Tender Value
₹8.9 Cr
EMD Value
₹17.9 L
Closing Date
10 Sept 2022, 6:00 pmClosed
AGM (E-C), AAI
Civil Engineering Dept. , Gaya Airport, Gaya-823004
Construction of New Fire Station Building (Cat. - VIII) and allied works at Gaya Airport, Gaya
2022_AAI_125165_1
AI/GAYA/AGM(E-C)/FIRE/2022
Open Tender
Civil Works - Buildings
Works
485 days
Gaya Airport
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,680
₹17.9 L
3 Aug 2024
8 Aug 2022
12 Sept 2022
9 Aug 2022
10 Sept 2022
9 Aug 2022
9 Aug 2022 - 26 Aug 2022
Amount
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
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.
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 : (a) All kinds of soil.
(i) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tone roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m :
(a) 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 and watering, lead up to 50 m and lift upto 1.5 m.
Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. (a) All kinds of soil.
Supplying and filling in plinth with local sand under floors, including watering, ramming, consolidating and dressing complete.
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.
Supplying chemical emulsion in sealed containers including delivery as specified. (a) Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
Treatment of soil under existing floors using chemical emulsion @ one litre 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: (a)With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
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 (zone-III) : 6 graded stone aggregate 20 mm nominal size)
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 mm nominal size).
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete.
Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform.
Centering and shuttering including strutting, propping etc. and removal of form for all heights :Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Columns, Pillars, Piers, Abutments, Posts and Struts.
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Edges of slabs and breaks in floors and walls ,Under 20 cm wide
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)
(a) Suspended floors, roofs, landing, beams and balconies (Plan area to be measured).
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). (a) All works upto plinth level
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). (b) All works above plinth level upto floor V level
Add for using extra cement in the items of design mix over and above the specified cement content therein.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
(a) Thermo-Mechanically Treated bars of grade Fe-500 D or more.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
(a) Thermo-Mechanically Treated bars of grade Fe-500 D or more.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
(a) Cement mortar 1:6 (1 cement : 6 coarse sand)
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 :
(a) Cement mortar 1:6 (1 cement : 6 coarse sand)
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :
Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
Providing edge moulding to 18 mm thick granite/ 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. a) Granite work
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.
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 :
(a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
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).
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 : a) 250x10 mm
Providing and fixing bright finished brass handles with screws etc. complete: a) 125 mm
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
Providing and fixing aluminum extruded section body tubular type universal hydraulic door closer (having brand logo with IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.
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. complete :
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 :
Providing and fixing aluminum 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 : a) 125 mm
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.
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. (a). In stringers treads landings etc. of stair cases including use of chequered plate wherever required all complete.
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer
(a) M.S. tube
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
(a) 40 mm thick with 20 mm nominal size stone aggregate
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
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. a) Size of Tile 600x600 mm
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. a) Size of Tile 600x600 mm
Providing and laying Polished 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. (a) Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
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,- Single socketed pipes : a) 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. a) Coupler 110 mm
Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :
(a) 12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3) : 1996 (Board with BIS Certification marks)
12 mm cement plaster of mix :
(a)1:6 (1 cement: 6 coarse sand)
15 mm cement plaster on rough side of single or half brick wall of mix :
(a)1:6 (1 cement: 6 coarse sand)
12 mm cement plaster finished with a floating coat of neat cement of mix :
(a) 1:4 (1 cement: 4 coarse sand)
6 mm cement plaster of mix :
(a) 1:3 (1 cement: 3 fine sand)
Finishing walls with Acrylic Smooth exterior paint of required shade
(a) New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :
(a) Two or more coats on new work
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
(a) Two or more coats on new work
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.
Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 ltr/sqm. by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ltr and viscosity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane. (a) 3 mm thick
Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation.
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with all lead within airport premises.
Construction of granular sub-base by providing close graded material, conforming to specifications mixing in a mechanical mix plant at OMC, carriage of mixed material by mechanical transport to work site, for all leads and lifts, spreading in uniform layers of specified thickness with mechanical means including neatly levelling & dressing on prepared surface and compacting with vibratory power roller to achieve the desired density, complete and as per direction of Engineer-in-charge
(a) With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
Construction of dry lean cement concrete sub base over a prepared subgrade with coarse and coarse aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in-charge.
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:
(a) Long pattern W.C Pan of size 580x440 mm
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 : (a) W.C. pan with ISI marked white solid plastic seat and lid
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 :
(a)Single half stall urinal with 5 litre P.V.C. automatic flushing cistern
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:
(a) White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap
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.
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 : (a) Kitchen sink with drain board (i) 510x1040 mm bowl depth 250 mm
Providing and fixing 100 mm sand cast Iron grating for gully trap
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.
Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : (a) 15 mm dia nominal bore
(b) 20 mm dia nominal bore
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.External work
(a) 25 mm dia nominal bore
(b) 40 mm dia nominal bore
(c)50 mm dia nominal bore
(d) 80 mm dia nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
(a)80 mm nominal bore
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : (a) 15 mm nominal bore
Providing and fixing gun metal non- return valve of approved quality (screwed end) :
(a) 80 mm nominal bore (i) Horizontal
(b) 80 mm nominal bore (ii) Vertical
Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :150 mm diameter
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :
( a ) 25 mm dia nominal bore
( b ) 40 mm dia nominal bore
( c ) 50 mm dia nominal bore
( d ) 80 mm dia nominal bore
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.
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore
Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms:15 mm nominal bore
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.:15 mm nominal bore
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore
Providing and fixing PTMT grating of approved quality and colour. :Rectangular type with openable circular lid. :150 mm nominal size square 100 mm diameter of the inner hinged round grating
Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.
Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 . :100 mm dia Ductile Iron Class K-7 pipes
Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. :15 mm nominal bore with 45 cm length
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 : (a) 250 mm dia. R.C.C. pipe
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (a) 600 mm dia. R.C.C. pipe
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 Cement : 3 coarse sand) finished with floating coat of neat cement and making channels 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 complete etc. complete as per standard design. (a) Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 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 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: (a) Inside dimensions 455x610 mm and 45 cm deep for single pipe line :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
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 mmx25 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 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
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
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 / paneling, 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) : (a)For fixed portion (i) Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)
(b) 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). (i) Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)
Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. (i) Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side
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): (i) With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)
Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.
Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. complete as per direction of Engineer-in-charge: Anodized (AC 15 ) aluminium
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).
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipment, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, up to 90 metre depth below ground level. (a) All types of soil
(i) 300 mm dia
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipment, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. (b) Rocky strata including Boulders
(i) 300 mm dia
Supplying, assembling, lowering and fixing in vertical position in borewell, unplasticized PVC medium well casing (CM) pipe of required Día, conforming to IS: 12818, including required hire and labourcharges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.
(a) 200 mm nominal size dia
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
(a) 200 mm nominal size dia
Gravel packing in tube well construction in accordance with IS: 4097,including providing gravel coarse/ medium/ coarse, in required grading& sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe,removableas per requirement, all complete for borewell of:
(a) 200 mm dia
Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of tube well as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.
(a) 200 mm clamp
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800 (part I).
(a) 200 mm dia
Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylonbushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured.
Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.95 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150gms Aluminium Zinc Alloy coated steel having minimum yield strength 300-550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875-1987, ISO 800-1984 and IS:801- 1975. The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PRO-V8i/ArchitekV2.5.16/ Revit architecture-2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, L-Shaped Angles for better structural stability. The framing section shall be cold form C-type having minimum web depth 89 mm x 39mm flange x 11mm lip in required length as per structural design requirement duly punched with dimple/slot at required locations as per approved drawings. The slots will be along centre line of webs and shall be spaced minimum 250mm away from both ends of the member. The frame can be supplied in panelized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads. All self drilling tapping screws for joining the members shall have a Type II coating in accordance with ASTM B633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20mm. The frames shall be fixed to RCC slab or Tie beam over Neoprene rubber using self expanding carbon steel anchor bolt of dia as per approved drawings. design subject to minimum 12mm diameter and 121mm length conforming to AISI 304 and 316 at 500mm c/c with minimum embedment of 100mm in RCC (RCC to be paid separately) and located not more than 300mm from corners or termination of bottom tracks complete in all respects. The item also includes the submission of stability reports duly examined and issued by any NIT/IIT. The rate includes the concept design, detailed design, fabrication of sections, transportation, installation and all required fixing arrangement at site as described above.
Providing and fixing of external wall system on Light gauge steel frame work with . Outer face having 6mm thick heavy duty fiber cement board fixed on 9mm thick heavy duty fiber cement board confirming to IS 14862:2000, category IV type A (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make. A grove of 2 mm to 3mm shall be maintained and groves shall be sealed with silicon based sealant. The board shall be fixed in a staggered pattern.Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm and internal face 12.5mm thick gypsum plaster board fixed on 8mm thick fiber cement board confirming to IS 14862:2000 of category III type B (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make, proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamless finish.(cost of frame work to be paid for separately).
Providing and fixing internal wall panels on Light gauge steel frame work with 12.5mm thick gypsum plaster board conforming IS 2095:2011 fixed on 8mm thick fiber cement board conforming to IS 14862:2000 of category III type B (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make, Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm. Proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamless finish.(cost of frame work to be paid for separately)
Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid 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 in position, 130 mm thick factory made Expanded Polystyrene Core (EPS Core) wall panels consisting of EPS core sandwiched between two Engineered sheets of welded wire fabric mesh duly finished with shortcrete materials on outer faces. The fabric mesh shall be made of 3 mm dia zinc coated G.I. wire mesh with 50 mm pitch in both the directions and on both faces of the wall and connected by GI wire of 3mm dia at alternate row by welding. The EPS core shall consist of 60 mm thick EPS of density not less than 16 kg/ per cum. Both the outer faces of the panel shall be finished by applying the layer of 35 mm thick cement mortar 1:3 {1 cement: 3 coarse sand (not having more than 40% stone chips of size upto 6 mm)} with the help of shotcreting/guniting equipment etc at a pressure not less than 1 bar (100KN/ m2) and both surfaces finished with trowel. Fixing operations of wall panels shall be completed in all respect as per drawings and specifications and under the overall direction of the Engineer-in-charge.
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work
(a) PN - 10 Pipe, 110 mm OD (SDR-11)
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall
(a) 80 mm dia nominal bore
Providing and laying Pavement Quality Concrete (PQC) produced in a batching and mixing plant having a Characteristic flexural strength i.e. flexural strength of 4.1 MPa at 28 days using Ordinary Portland cement of 43 grade conforming as per relevant IS codes, to be mixed at site, with 0.5% Super plasticizer by mass of cementitious material, fine aggregate, graded stone aggregates of 40 mm nominal size in appropriate proportion as per specification and job mix formula, laid in panels as per drawings/design as approved by the Engineer-In-Charge using Slip Form Paver or Fixed form paver including anti friction layer, joint filler board, making necessary provision for expansion, dummy and construction joint including filling with Polysulphide sealant of approved make, curing and making profile, complete as per direction of Engineer-in-Charge and specifications. The item for execution shall include all operations making pavement for intended use but not limited to following: (i) Polyethylene sheet (White in color) of thickness 400 micron conforming to IS: 2508 with 6mm thick fine sand layer. (ii) Providing and laying in position for expansion joint, 25mm thick pre-cut Synthetic joint filler board of approved make conforming to IS:1838(part 3)-2011, 45 mm from top (to be removed at the time of filling of Polysulphide sealant). (iii) Mechanically cutting dummy joints 3mm wide x 1/3rd thickness of slab which is subsequently widened to 10mm for the top 25mm depth and construction joints 10mm wide x 25mm deep as per specification. (iv) Providing and laying in position Polysulphide sealant of approved make conforming to BS-5212-1990 or IS: 11433-1995 in expansion/ construction / dummy joints including rounding off edges, applying 2 coats of approved primer compatible with the brand of Polysulphide and preparing the surface and applying masking tape along the edge of joint to prevent accidental spillage of sealant on top surface and to give neat finish to the sealant and removing the masking tape after application of sealant etc. as per the details below:
(a) Expansion Joints of size 25 mm wide and 10 mm deep over 30mm dia expanded closed-cell Polyethylene foam back-up/backer rod of minimum density 22 Kg/Cum, as per manufacturer’s specifications and sketch at Appendix-‘A’. (b) Construction Joints of size 10 mm wide and 10 mm deep over 12mm dia expanded closed-cell Polyethylene foam back-up/backer rod of minimum density 22 Kg/Cum, as per manufacturer’s specifications and sketch at Appendix-‘A’. (c) Dummy Joints of size 10 mm wide and 10 mm deep over 12 mm dia expanded closed-cell Polyethylene foam back-up/backer rod of minimum density 22 Kg/Cum, as per manufacturer’s specifications and sketch at Appendix-‘A’. (v) Making profile as per DGCA CAR, panel drawing showing dummy, construction, expansion joints location. Note: (i) Areas inaccessible to paving equipment shall be constructed by manual/hand guided method. Areas in which manual/hand guided methods of construction become indispensable shall be got approved by the Engineer-in-Charge in writing in advance. (ii) The quantity of cement, type of cement and super plasticizer for one Cum. of finished concrete specified are for tendering purpose only. The contractor shall quote his rates assuming quantity of OPC cement as 360 Kg/Cum. In addition, if the actual quantity of cement & super plasticizer required as per laboratory mix design varies from the quantity assumed above, necessary cost adjustment for deviation in the quantity of cement and super plasticizer as per mix design, if any, shall be done as per the rate of cement and super plasticizer in actual supply voucher from manufacturer/authorized dealer at the time of execution. In the case of authorized distributor, the rate may be authenticated by the manufacturer. The rate of cement and super plasticizer exclusive of GST shall only be considered for payment.
Providing Suitable new Passenger vehicle with AC, vehicle should not be more than three years old and 75000 KM driven from award of the work, cylinder capacity of minimum 1400 CC, either petrol or diesel driven during the progress of work on Either day or night as per working hours requirement along with driver and fuel charges (UP-To 2000 KM x 320 Hours per Month), including maintenance of Vehicle and incidental repairing charge if any, all complete etc. as per direction and satisfaction of Engineer -In-Charge
Providing Engineering Consultancy Services for Civil works including Soil Investigation , structural design of MS & RCC work, structural glazing, roofing, etc., design for plumbing, sanitary, sewerage, drainage work and other services including submission of detailed drawings, working / shop drawings, detailed soil investigation with all relevant calculation sheet etc. Structural design shall be got approved / vetted from a Government Engineering College / NIT / IIT before execution of work. Shop / working drawings may be got approved from Engineer-in-charge before execution of work. All design shall be done as per tender specifications, as per provisions of NBC & other relevant codes i/c IS Codes etc. Any other details / design related to consultancy work which are essential for successful execution of works etc. shall also be provided complete as per direction and satisfaction of Engineer-in-Charge. Cost of approval / vetting from Govt. Engineering College / NIT / IIT shall be paid by AAI and shall be recovered from contractors payment.
Design, Manufacturing , Supply, Installation , Testing & Commissioning of LT Panel cubicle type, made out of 2mm thick CRCA sheet,totally enclosed IP 52, free standing, floor mounting , dust and vermin proof, indoor, compartmentalised , suitable for operation on 3 phase and neutral,415 V , 50 Hz AC system with busbars extendible on both side, including internal wiring with suitable size wires/cable , interconnection duly powder coated painting etc. including supply & installation of following switchgears, metering instruments and accessories in the panel and as per specifiactions.
INCOMER
02 Nos. 250 Amp, 35 KA four pole Moulded Case Circuit Breaker (Ics = 100%Icu) with Thermal magnetic release, Extended Rotary operating Mechanism.
BUSBARS
1 Set of 300 Amp TPN busbars of high conductivity electrolytic grade aluminium .
INSTRUMENTS AND OTHER ACCESSORIES
02 Sets of phase (RYB) indicating lamps, LED type and Bus coupler / Breaker 'ON' , OFF ' LED Lamps.
Bus Coupler
1 Nos 250 Amp, 36 KA Four pole Moulded Case Circuit Breakers (Ics = 100% Icu ) with Thermal magnetic release : Extended Rotary operating Mechanism.
All accessories , wiring etc required for proper interlocking of incommers and bus coupler
OUTGOING
02 Nos 125 AMP, 36 KA, 4 Pole MCCB (Ics = 100% Icu ) with thermal Magnetic release Extended Rotary operating Mechanism.
12 Nos 63 Amp, 25 KA, 4 Pole, Moulded Case Circuit Breakerts (Ics = 100%Icu) with thermal magnetic release , Extended Rotary operating Mechanism.
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)
4 way (4+12 way) Double Door
6 way(4+18 way) Double Door
Supplying and fixing of following rating four pole , 415 volts,MCB in the existing MCB DB complete with connections, testing and commissioning etc. as required (a) 63 Amp
Supplying and fixing of 5 Amp to 32 Amp , 240 volts, miniature circuit breaker of following poles & Characteristics in the existing MCB DB complete with connections. Testing and commissioning etc. as required. (a) Single Pole 'C' curve
Supply of following size 1.1 KV grade XLPE insulated, PVC sheathed, armoured Aluminium conductor conforming to IS 7098 (Part I) amended upto date
3.5C, 185 sq .mm
3.5C, 70 sq .mm
3C,16 sq .mm
2C,4 sq .mm
Supplying and making straight through joint with heat shrinkable kit including ferrules and other jointing materials for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. (a) 3½ X 185 sq. mm
Supplying and making end termination with brass compression gland and aluminium lugs for following size of XLPE insulated PVC sheathed aluminium conductor cable of 1.1 KV grade as required .
3.5C, 185 sq .mm
3.5C, 70 sq .mm
3 C,16 sq .mm
Laying and Fixing of one number XLPE/PVC insulated PVC sheathed aluminium / copper conductor armoured power cable of 1.1 KV grade of follwiing sizes on surface / cable tray / wall / build in trench etc as required
upto 35 sqmm
Above 35 Sq.mm upto 95 Sq.mm
Above 95Sq.mm upto 185 Sq.mm
Laying of one number XLPE/PVC insulated PVC sheathed aluminium .copper armoured power cable of 1.1 KV grade of following sizes direct in ground including excavation, sand cushioning protective covering and refilling the trench etc. as required
upto 35 sqmm
Above 35 Sq.mm upto 95 Sq.mm
Above 95Sq.mm upto 185 Sq.mm
Laying of one number XLPE/PVC insulated PVC sheathed aluminium .copper armoured power cable of 1.1 KV grade of following sizes in the existing RCC/HUME/ STONEWARE / METAL PIPE as required .
upto 35 sqmm
Above 35 Sq.mm upto 95 Sq.mm
Above 95Sq.mm upto 185 Sq.mm
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 steel 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. (a) Group-c
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 steel conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. Note: - This item does not include the cost of MCB or 16Amp/ 6 Amp one way switches.
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. (a) 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
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 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required.
Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
5/6 A switch
3 pin 5/6 A socket outlet
Telephone socket outlet
TV antenna socket outlet
Bell push
Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc.as required.
1 or 2 Module (75mmX75mm)
3 Module (100mmX75mm)
Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, "C" curve including connections, painting etc. as required.
Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required.
Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required.
Supply of 2x2 feet False Ceiling Mounted type LED type 42watt light fixture complete with all accessories and drivers etc complete as required (Makes-Havells Venus Neo or similar & equivalent in other approved makes)
Supply of 1x4 feet Surface Mounted type LED type 20watt tube light fixture complete with all accessories and drivers etc as required (Makes-Havells LUMILINE PLUS USB20WLED 865SPCSS or similar & equivalent in other approved makes)
Supply of 1 x 80 W LED Street light luminaire an extruded, anodized aluminium alloy body with a sealed toughened glass protector and enclosed with cast aluminium side covers the fixture comprises a LENS AND Driver mounting bracketof minimum length 1.2 mtr of medium class G.I pipe including clamp etc complete as required (Makes - Havells Endura Pearl Plus SL 80WLED757SAYTOPC or similar & equivalent in other approved makes)
Supply of Bay lighting type Surface Mounted type LED type 70watt Bay light fixture complete with all accessories and drivers etc as required (Makes- Havells BAYBRITE FLARE HB 70WLED 857SWBBOLTG or similar & equivalent in other approved makes)
Supply of Down Lighter type ceiling mounted Mounted type LED type 18 watt Down light fixture complete with all accessories and drivers etc as required (Makes-Havells INTEGRA NEO DLR 18 W LED 857S or similar & equivalent in other approved makes)
Supply and fixing of LED type low intensity Aviation obstruction light fixture of Bajaj model BGAV 302 LED or equivalent AAI Approved Make
Supply of 1200mm size of ceiling fans without regulator complete with double ball bearing , motors , blade down rod, canopy capacitor etc. complete as required .
Supply of following sizes of singles phase 240 Volts heavy duty exhaust fan complete with all accessories such as, motor , blade , louvers, capacitor etc. including all accessories as required (a) 300mm dia, 1400 RPM
Extra for fixing the louvers/shutter complete with frame for exhaust fan all sizes.
Installation testing and commissioning of prewired LED Fittings of all types of above items Except for Street Light type fitting complete with all accessories and tubes etc. directly on ceiling/ wall/ False Ceiling by making Appropriate size Cutting on False Ceiling if required including connection with 1.5 sq.mm PVC insulated copper conductor single core cable etc. Complete as required
Installation testing and commissioning of LED street light fittings complete with all accessories and lamp etc. on ceiling / terrace with suitable bracket and hardware including connection with 1.5 sq.mm PVC insulated copper conductor single core cable etc. as required
Installation of exhaust fan upto 450mm sweep in the existing opening including making the holes to suit the size of the above fan making good the damages connection with 1.5 sq.mm PVC insulated copper conductor single core cable testing and commissioning etc. as required
Installation testing and commissioning of ceiling fan and regulator , wiring the down rod of standard length (upto 30cm) with 1.5 sq.mm PVC insulated copper conductor single core cable including earthing the regulator etc. as required
Providing and fixing extra down rod of 10cm length GI pipe, 15mm dia heavy gauge, including painting etc. for ceiling fan including painting etc as required (More than 5cm length shall be rounded off to the nearest 10cm, and 5cm or less shall be ignored)
Supply and fixing of crash Fire bell at fire station as per the direction of Engineer Incharge .
Supply and fixing of Fully stainless stell body hand drier having auto start/stop controller with infra red sensors, blower with motor, heater , overheating cutout etc . Make :- As per AAI Approved Make list
Numbering of ceiling fan/ exhaust fan/ flourescent fitting as required.
Providing Non Illuminated Type Signage for each room , Toliet , Pantry, Lobby , Parking Etc As per Design and Format Approved By Engineer In-Charge
Supply and fixing in position of suitable size of telephone distributuion (DP) boxes, powder coated including krone modules with all mounting accessories including necessary termination. (a) 20 pair
Supply and laying of 20 pair sizes of 0.50mm diameter annealed tinned copper conductor PVC insulated and PVC sheathed armoured telephone cable in ground (from Technical block to fire station )
Supply and fixing of 20 pair sizes of 0.50mm diameter annealed tinned copper conductor PVC insulated and PVC sheathed armoured telephone cable on surface / cable tray.
Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. (a) 2 Pair
Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required.
Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required.
1 run of cable
2 run of cable
3 run of cable
Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required.
Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required.
Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For horizontal run)
Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run)
Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. complete as required.
Providing and laying G.I. tape 32 mm X 6 mm from earth electrode directly in ground as required.
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required.
Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required.
Providing and fixing earth bus of 50 mm X 5 mm copper strip on surface for connections etc. as required.
Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
Provoding & fixing fire retardant/extinguishing electrical insulated synethic mat of 2.0 mm thick + 10% conforming to latest BIS doc no. ET-02 (5440) meeting requirements of IS3043/IS 5216 (Part I,II &III), IS 8437 & IEC 479 suitable for all voltages not exceeding 3.3 KV AC supply and having minimum width of 1000mm + 20mm and including supply of required quantity of adhesive / compound and fixing the same at site as per site requirement.
Supplying, installation, testing and commissioning of microprocessor based intelligent addressable main fire alarm panel, central processing unit with the following loop modules and capable of supporting not less than 240 devices (including detectors) and minimum 120 detectors per loop and loop length up to 2 km, network communication card,minimum 320 character graphics/ LCD display with touch screen or other keypad and minimum 4000 events history log in the non volatile memory (EPROM), power supply unit (230± 5% V, 50 hz), 48 hrs back-up with 24 volt sealed maintenance free batteries with automatic charger. ( a ) 2loop panel
Supplying, installation, testing & commissioning of response indicator on surface/recessed MS Box having two LED, metallic cover complete with all connections etc as required.
Supplying, installation, testing & commisssioning of Addresable sounder complete as required.
Supplying, installation, testing & commissioning of addressable manual call point complete as required.
Supplying, installation, testing & commissioning of intelligent analog addressable photothermal detector complete with mounting base complete as required.
Supplying & laying of 2x1.5 sqmm fire alarm armoured cable, 600/1000V rated with annealed copper conductor having XLPE insulation, steel wire armouring & FRLS outer sheath complete as required.
Supply of 10 HP submersible pump-motor set suitable for discharge of minimum 240 LPM to 360 LPM against static Head 88M to 75 meter consisting of multistage pumps with suitable motor suitable for operation on 415 volt, 50 Hz A/C supply. Pumps and motors must be connected with alignment shafts etc. complete as required . (Make : Model KS6EA1010 of Kirloskar or its equivalent to approved make list).
Lowering in bore well , testing and commisioning of 10 HP submersible pump-motor set i/c, fixing of G.I Pipe , termination of submersible cables with pump set and starter panel along with supply and fixing of suitalbe size supporting MS clamp with nut and bolts etc. complete as required .
Providing & fixing of supporting stainless steel rope of 08 mm. dia to the pump with wire rope clamp etc. complete as required.
Supply of starter Panel suitable for 10HP submersible pump with Enclosure with all accessories including ammeter,voltmeter etc. ( Make-L&T) or equivalent to approved make.
Supply of PVC insulated flat submersible cable of size 3 x 4 sq.mm. core with copper conductors of suitable working voltage upto 1100 V and conforming to IS : 694 (part-I).
Supply 80mm dia medium class GI pipe, ISI mark,including flange gasket,nut bolt clamp including all accessories for lowering submersible pump etc. as required.
Supply of highly energy efficient, Minimum Five star, Invertor Type , hi-wall mounted 1.5 TR Split type Air-conditioner with rotary compressor, cordless remote, suitable for operation on 230 Volts +/- 10%, 50 Hz, single phase AC supply; capable of performing cooling,dehumidifying, air circulating, filtering and ventilation etc. as required. (Both indoor and Outdoor coil should be of copper ) Make :-As per AAI Approved Make List
Installation , Testing and Commisioning of hi-wall mounted Split type Air-conditioner of item no -1 . The job includes supply & installation of outdoor unit stand ( Metal/rubber type ) as per site conditions ,fixing of refrigerant piping, piping insulation & cabling work up to 3.5 Mtrs, drain pipe etc. as required.
Extra for supply and fixing copper refrigerant piping for 1.5/2 TR Split/Cassette AC, with insulation and flexible power cable up to outdoor unit beyond 3.5 metres etc. as required (Note : upto 3.5 mtr included in item no-1&2)
Extra for supply and fixing suitable size Hard PVC/Wire mesh flexible Drain Pipe from Indoor Unit to the drain outlet etc. as required.
Supply of Self Contained Storage type Water Cooler Cum Purifier with following Specification. (a) Storage Capacity :- Minimum 80 Ltrs ( b ) Cooling Capacity :- 40 Ltrs Per Hrs ( C ) Number of Taps :- Minimum 2 (d) Front Body :- SS 304 (e ) Storage Tank Material= SS 304 (f) Purification Method :- Advanced 7 Stage R.O Purification Process. ( g )Product must be ISI certified Suitable for operation of 230Volts +/- 10% , 50 Hz Single Phase AC Supply and as per the terms & conditions of the tender and as directed by Engineer Incharge Make :- AAI approved Make List.
Installation, Making Water Connection , Testing and Commissioning of Supplied Water Cooler Cum Purifier complete as required.
Supply installation , testing and Commissioning of Public Address system suitable to deliver clear sound to 20-25 speakers installed at different locations,system should be operated from three different rooms using 3 no's paging microphones including wiring in steel conduit for speaker & Microphone, Horn Speaker etc located at different location of building.System should have following minimum equipments. The works include successfull integration of all the Equipements. a) Ahuja Paging Microphone ACM-66CH:- 3 Nos b) Ahuja Amplifier SSA - 350:- 1 No. c) Ahuja Speaker PS - 400T:- 20 Nos d)Ahuja Horn Speaker with LMT SUH-25XT:- 2 No. (Make-Ahuja)
East India Construction Company
SHIV VIJAY ENGICON PVT LTD
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