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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance RIDMALSAR PUROHITAN BIKANER RAJASTHAN 334022 | BIKANER | RAJASTHAN | 334022 | Admitted-Finance |
| 4 | Admitted-Finance AT VINDHANE POST DIGHODE TAL PANVEL DIST RAIGAD | RAIGAD | MAHARASHTRA | Admitted-Finance |
Tender Value
₹42.3 L
EMD Value
₹84,640
Closing Date
19 Oct 2024, 6:00 pmClosed
GE Amritsar
GARRISON ENGINEER AMRITSAR CANTT PIN 143001
CONSTRUCTION OF VOCATIONAL LAB SIZE (7X10.6) UNDER PM SHRI KENDRIYA VIDYALA NO. 1 AND SPECIAL REPAIRS OF DRAINS FOR RAINY WATER AROUND KV NO. 1 UNDER GARRISON ENGINEER AMRITSAR CANTT
2024_MES_675707_1
GE/ASR-66/2024-25
Open Tender
Civil Works
Works
180 days
GE Amritsar
CLASS D CATEGORY a i
8 documents required · 8 mandatory
₹500
GE Amritsar
₹84,640
24 Oct 2024
20 Sept 2024
21 Oct 2024
20 Sept 2024
19 Oct 2024
5 Oct 2024
Amount
Vocational Lab Excavation in trenches not exceeding 1.5m wide and not exceeding 10 Sq.m on plan area and not exceeding 1.5m deep in Soft / Loose soil ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for PCC 1:3:6 type C2 (using 40mm graded stone aggregate) in foundations, filling and mass concrete ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour RCC Nominal Mix Concretes 1:1,1/2:3(20mm graded aggregate) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete. ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour RCC Nominal Mix Concretes 1:1,1/2:3(20mm graded aggregate) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour RCC Nominal Mix Concretes 1:1,1/2:3(20mm graded aggregate)graded stone aggregates as in columns. ; Complete all as specified and as directed by Engineer-in-charge.
Formwork to sides of curved concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter finished smooth. ; Complete all as specified and as directed by Engineer-in-charge.
Formwork to sides and soffits of floor or roof beams, beam haunchings,girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. finished smooth ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for RCC Nominal Mix Concretes type B1, 1:2:4(20 mm graded aggregate) as in Beams, canatilivers, bressummers, lintels over 1.5m span etc ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for RCC Nominal Mix Concretes in 1:2:4 type B-0(using 12.5 mm graded stone agg) as in chajjas facia, shelves, lintel etc and similar work ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for Flat Formwork to sides and soffits of floor or roof beams, beam haunchings, girders,bresumers, lntels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams etc.for rough finished surfaces of concrete surface ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for Flat Form work to soffits of suspended slabs, floor slabs, landings and similar work; not exceeding 200 mm thick ( Horizontal or sloping) or rough finished surfaces of concrete surface ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for Mild steel TMT bars 10 mm dia., and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for Mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for Brick work built CM 1:6 subclass B brick strength curved or plan exc 6m mean radius. ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built in cm 1:4 ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for 15mm rendering in cement mortar (1:4) on brick/concrete surfaces finished the surface even and smooth without using extra cement. ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for 15mm rendering in cement mortar (1:6) on brick/concrete surfaces finished the surface even and smooth without using extra cement. ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for Rendering 10 mm thick on fair faces of brick work or concrete surfaces in CM 1:3 as on ceiling and to be finished even and smooth ( without using extra lime or cement) ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for Preparation of Newly Plastered surfaces of Wall and applying Two coats of Oil Bound Distemper over a coat of alkali resistant primer ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for preparation of newly plstered wall surface and applying two coats of cement Base all as specified as directed by Engr-in-Charge.
Material and Labour for applying two coats of white wash ceiling surface and all as specified as directed by Engr-in-Charge.
Material and Labour for ATT, Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface ; Complete all as specified and as directed by Engineer-in-charge.
Supply and Fixing 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floors ; Complete all as specified and as directed by Engineer-in-charge.
Supply and Fixing 110 mm bore PVC (SWR) bends of any radius. ; Complete all as specified and as directed by Engineer-in-charge.
Supply and Fixing 15mm bore water tubing medium grade galavanised with all fittings and is fixed complete to walls and ceiling or laid in floors. ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for Vitrified ceramic light shade tiles 10mm thick (Square/ rectangular) polished, area of each tiles exc 0.42 but n exc 1.00 sqm in floors and skirting etc set and jointed in neat cement slurry and pointed in white or coloured cement to match including screed bed or bedding layer of cement mortar(1:6) 15mm thick for laying floor finishes ; Complete all as specified and as directed by Engineer-in-charge.
All as per Ser item No 26 here-in-before but as in skirting /wall over 10mm thick cement plaster in 1:4. ; Complete all as specified and as directed by Engineer-in-charge.
Material and labour for PCC 1:2:4 type B-0(using 12.5 mm graded crushed stone aggregate) as in roof kerbs, sloping padding and finishing the surface even and smooth (without using extra cement) ; Complete all as specified and as directed by Engineer-in-charge.
Material and labour for applying evenly a tack coat of industrial bitumen 85/25 grade @ 1.2 Kg/Sqm includingcleaning surfaces etc ; Complete all as specified and as directed by Engineer-in-charge.
Material & Labour for APP based polymeric membrane minimum weighing 3Kg/Sqm and minimum 3mm thick reinforced with polyster non woven fabric ( Wt not less than 150 gms /sqm ) laid on bituminous surfaces by forced application over entire roof area, sunken portion with overlapping 100mm to eiher side ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for 40mm thick brick tiles, laid on and including 15 mm thick cement mortar 1:6 and joints grouted and pointed flush in CM 1:3 mixed with 5% crude oil by weight of cement ; Complete all as specified and as directed by Engineer-in-charge.
Supply only integral water proofing compound ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for brick work with sub class "B" bricks (old size) straight or curved on plan exc 6 m mean radius, built in CM 1:4 ; Complete all as specified and as directed by Engineer-in-charge.
Supply and Fixing Anodised aluminium frame for doors,windows,ventilators,side hunge one or more rebates including necessary jointing cleats,glazing clips, ruber neoprene packing anodised aluminium snap beading screw Tee etc section for weighing not less than 1.4 kg/RM ; Complete all as specified and as directed by Engineer-in-charge.
Supply and Fixing powder coated(Min thickness of powder coating shall be 50 micron) aluminum windows shutter of size min 18mmx50mm for sliding type windows of standard tubular sections of approved make having glazed panels or glazed and gauzed panels of appropriate size running on seperate three tracks in the channel 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. All the panels shall be of appropriate size having overlaps as required and including all required beadings, clips, rollers, rubber gaskets, cleats,complete and powder coating in approved shade and colour. Note:- Each panel shall be measured separetely. Glass pane and wire mesh shall be measured and paid separetely. ; Complete all as specified and as directed by Engineer-in-charge.
Supply and Fixing for aluminium door & window, aluminium wire cloth, .36 mm nominal dia of wire and average width of aperture 1.40 mm and fixed with stainless steel wire staples ; Complete all as specified and as directed by Engineer-in-charge.
Supply 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 CP brass/stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixinf approved anodised aluminium standard section around the opening, all complete as per requirements and direction of Engr-in-charge.
Supply and Fixing GI frame work for seameless ceiling comprising of GI perimeter channel 0.55 mm thick with two unequal flanges of 20 and 30mm and web of 27mm fixed to surrounding wall using nylon sleeves and screws as 450mm centre to centr/ intermediate channel 0.9mm thick having two equal flanges of 15mm each and web of 45 mm suspended from soffit at approx 900mm centre to centre with GI cleat and steel expansion fasteners with and including ceiling section (not exc 1.2m length) of 0.55 mm thickness having kurled web of 50mm and flange of 26mm each with lips of 10.5 mm fixed to the intermediate channel with connecting clips across the intermediate channel at 457mm centre to centre and Material and Labour for Providing and fixing Gypsum board 12 mm thick in ceiling fixed with screw as per manufacturers instructions incl preparation of new surfaces & applying two coat of OBD on ceiling over chalk whitening . ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for hardcore of gauge not exceeding 63 mm of broken stones or boulders, deposited, spread and levelled in layers not exceeding 15 cm thick watered and rammed to a true surface in broken boulder ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for 100 mm thick, PCC 1:3:6, Type C-2, using 40mm graded aggregate as in Sub base for flooring ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour Cement concrete 50 mm thick type C-1 (1:3:6) using 20 mm graded stone aggregate as in plinth protection etc finished even and smooth without using extra cement ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for 75 mm thick cement concrete type D-2, 1:4:8 using 40mm stone aggregate as in sub base ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for 60 mm thick machine pressed precast concrete coloured (mixed with white cement and marble powder) interlocking pavour block and shape and size confirmed to IS 15658-2006 of M-35 grade with gray cement and pigment laid over sand cushining consolidated with plate vibrator complete all as specified and as directed by Engr-in-Charge. Note : (i) sample shall be got approved from the GE before bulk procurement and lots shall be got tested independely by the GE . (ii) Sand cushioning will be measured & paid for separately
Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed by Engineer-in-Charge.
Material & Labour for providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement. ; Complete all as specified and as directed by Engineer-in-charge.
Supply and Fixing mild steel box type ventilator fixed type with glazing bar with mesh & glass as per primer coated ; Complete all as specified and as directed by Engineer-in-charge.
Supply and fixing 3mm thick ordinary sheet glass and glazing with oil putty or fixed on steel frame, in squares not exc 0.50 Sqm in each panes ; Complete all as specified and as directed by Engineer-in-charge.
Supply and fixing stainless steel wire cloth 0.56mm nominal dia of wire and average width of aperture 1.40mm and fixed with tinned tacks or stainless steel wire staples complete all as specified.
Dismantling water tanks and Supply & Fixing rotational moulded polythene water storage tanks of 1000 litre capacity (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part-1 including Ball valves high pressure PTMT with epoxy coated Aluminium rod & High density plastic ball screwed for iron pipe and fixed to GI pipe of 20mm bore. ; Complete all as specified and as directed by Engineer-in-charge.
Supply and fixing PVC connection 450mm long of 15mm size with PTMT nuts on both sides ; Complete all as specified and as directed by Engineer-in-charge.
Supply and Fixing bib taps 15mm dia chromium plated fancy type with capstan head screwed down screwed for iron pipe or for brass ferrule and fixed in repairs ; Complete all as specified and as directed by Engineer-in-charge.
Supply and Fixing stop valves(Concealed cock) 15mm bore chromium plated alloy with butterfly handle screwed down for high pressure, screed on bath ends, fixed with iron pipe etc ; Complete all as specified and as directed by Engineer-in-charge.
Supply and Fixing in repair angel valves 15mm bore chromium plated alloy with butterfly handle screwed down for high pressure, screed on bath ends, fixed with iron pipe etc ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for Granite (of any type) work (table rubbed and polished) 20 mm thick in steps , jambs, pillars, window cills, cooking plateforms and like in cemnet mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over and including 15mm thick rendering in CM 1:4. ; Complete all as specified and as directed by Engineer-in-charge.
Material and labour for cup board shutter, frame made of angle iron 35x35x6mm, covered with 1.00mm thick MS sheet, welded to frame including suitable handle, lugs and locking godrej arrangement ; Complete all as specified and as directed by Engineer-in-charge.
Supply and Fixing Factory made single extructed WPC but frame size 65x 125 mm (wood polymer Composite) solid door/window/Ceosetory windows & other Frames/Chowkhat of size 45 x 70mm comprising of virgin PVC 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) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum,screw withdrawel strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2,modules of elasticity 900 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 fixed in position with MS hold fast/lugs/SS dash fasteners of required dia and length ; Complete all as specified and as directed by Engineer-in-charge.
Supply and Fixing Factory made single extructed WPC (wood polymer Composite) solid Plain flush door shutters of 35 mm thick comprising of virgin PVC 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 minumum dencity of 650 kg/ cum and screw withdrawa strenth of 1800 N (Face )&900 N (Edge), minimum compressive strength of 50 N/mm2,modules 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 fixed with steelness steel butt hinges of requred size with necessary full body threank SS screw all as direction of engr in charge ( steelness srew and butt hinges and necessary SS Screw shall be paid separatly) ; Complete all as specified and as directed by Engineer-in-charge.
Supply and Fixing Factory made single extructed WPC (wood polymer Composite) Glazed and skeleton shutters 30 mm thick divided into square, open rebated and prepared to receive glass, gauze, etc. (without sash bars), edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass, etc., sizes of members of shutters Calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minumum dencity of 650 kg/ cum and screw withdrawa strenth of 1800 N (Face )&900 N (Edge), minimum compressive strength of 50 N/mm2,modules 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 fixed with steelness steel butt hinges of requred size with necessary full body threank SS screw all as direction of engr in charge ( steelness srew and butt hinges and necessary SS Screw shall be paid separatly) ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for PCC 1:2:4 type B-0 (using 12.5 mm graded stone aggregate) in bed blocks for hold fast & similar work etc ; Complete all as specified and as directed by Engineer-in-charge.
Supply and Fixing 250 mm long Aluminium alloy, Anodised, sliding door bolt with hasp, staple ( bolt type) and fixing clips of sheet , cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminium alloy and fixed. ; Complete all as specified and as directed by Engineer-in-charge.
Supply and Fixing Aluminium, anodised, barrel tower bolts 150mm of extruded section and fixed. ; Complete all as specified and as directed by Engineer-in-charge.
Supply and Fixing 150mm long Aluminium handles, cast type anodised. ; Complete all as specified and as directed by Engineer-in-charge.
Supply and Fixing stainless steel butt Hinges, 100mm size, medium weight, cold rolled mild steel ; Complete all as specified and as directed by Engineer-in-charge.
Supply and Fixing 25mm dia stainless steel Curtain rods/ rails, with brackets, stops, rollers, finials, 1 pair of decorative knobs for each curtain rod etc. ; Complete all as specified and as directed by Engineer-in-charge.
Supply and Fixing in Double sinks of stainless steel l mm thick kitchen or laboratory with plugs, washers and wastes; including bedding in cement mortar to dwarf wall or including fixing cantilever brackets and connecting union to pipe overall size 915mm x 460mm bowl size 410mm x 330mm x 160mm ; Complete all as specified and as directed by Engineer-in-charge.
Supply and Fixing in repair PVC waste pipe 32/38/40 mm dia, 600 to 750 mm long ; Complete all as specified and as directed by Engineer-in-charge.
Supply and Fixing in repair 20 mm Ball valves high pressure of PTMT with epoxy coat ed Aluminium rod & highdensity plastic ball screwed for iron pipe and fixed. (Minimum weight 2 0mm-210gms) ; Complete all as specified and as directed by Engineer-in-charge.
Supply and Fixing M.S. 300mm ordinary rat tail rod pattern spring including roller and roller plate complete including necessary welding to door frame ; Complete all as specified and as directed by Engineer-in-charge.
Returning filling in the soil including spreading, levelling, watering and well ramming in layer n.exc 25cm thick each layer ; Complete all as specified and as directed by Engineer-in-charge.
Removing excavated soil to a distance not exc 50m away and depositing where directed at a level not exc 1.5m above the starting point ; Complete all as specified and as directed by Engineer-in-charge.
Supply and Fixing Floor door stopper aluminium ally body and tongue anodised with hand drawn steel spring to door shutter of size 140 mm etc. ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for Excavating in post holes( or similar holes) in soft/loose soil each n exc 0.5 cu.m. getting out and removing surplus soil to a distance n.exc 50 m and making good surface. ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour Cement concrete type C-2, 1:3:6 using 40mm graded agregate as in foundations, filling and mass concrete ; Complete all as specified and as directed by Engineer-in-charge.
Supply and Fixing Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I.S 1161-1979 grade St. 240 ; Complete all as specified and as directed by Engineer-in-charge.
Supply and Fixing Pre-painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for preparation of untreated steel/iron surfaces of any description , over 10 cm in width or girth, not otherwise described and applying two coats of sythetic enamel paint over and incl one coat of red oxide primer. ; Complete all as specified and as directed by Engineer-in-charge.
Material and labour for machine pressed coloured chequered cement concrete tile ISI Marked of size 30cm x30cmx22-25mm thick over and including 15mm thick cement screed in CM 1:6 set and jointed in neat cement slurry and pointed with white cement mixed with pigment to match the colour of tiles ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for preparation of new steel surface and applying two coat of synthetic enamel paint over one coat of red oxide primer on new surface ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for point wiring one light point controlled by one way switch complete with 1.5 sqmm single core PVC insulated sheathed multi-stranded, copper conductor FRLS grade cable of 1100 volts grade conforming to IS:694 drawn through and including non metalic rigid PVC conduit, medium grade, ISI marked, not less than 20mm bore with conduit accessories concealed on wall and ceiling/roof etc, with provn for fixing modular metal flush boxes not less than 1.0 mm thick of suitable modules, concealed in walls with modular white plated cover as top cover fixed with screws for housing switches, socket outlets, fan regulators etc, including provn of 1.5 sqmm nominal cross sectional area, PVC insulated, FRLS, sheathed, 1100 volt grade,multistranded single core green colour copper conductor for earth continuity connected to earth dolly ; Complete all as specified and as directed by the Engineer-in-charge. NOTE: (i) Modular metal flush boxes concealed in wall with suitable cover plate for mounting switch, sockets, regulator etc. and cost of cutting chases & making good as existing to disturbed surface with cement mortar, if required any shall be deemed to included in the quoted rates.(ii) Modular fittings/fixtures such as switch, socket, regulator, etc., shall be measured and paid separately as under relevant item.
All as per ser item No. 79 above but for point wiring of one fan point controlled by one switch/regulator ; Complete all as specified and as directed by the Engineer-in-charge.
All as per ser item No. 79 above but for point wiring of one 3 pin 5 Amps socket outlet on independent board. ; Complete all as specified and as directed by the Engineer-in-charge.
All as per ser item No. 79 here in above but point wiring with 4.0 Sqmm FRLS cable and 4.0 sqmm cable earth continuity wire for one 3 pin socket outlet,15 Amps on independent board. ; Complete all as specified and as directed by the Engineer-in-charge.
Supply and Fixing modular switch 1 way 6A, 240 volts, 1 module ; Complete all as specified and as directed by the Engineer-in-charge.
Supply and Fixing modular switch 1 way 16A, 240 volts, 1 module ; Complete all as specified and as directed by the Engineer-in-charge.
Supply and Fixing modular socket, 6A, 240 volts, 2/3 pin combined 2 module, flush type ; Complete all as specified and as directed by the Engineer-in-charge.
Supply and Fixing modular socket, 6A/16A, 240 volts, 2/3 pin combined 2 module flush type ; Complete all as specified and as directed by the Engineer-in-charge.
Supply and Fixing ceiling rose surface PVC/Polycarbonate, isolated body with face Bakelite 65x50 mm three terminal ; Complete all as specified and as directed by the Engineer-in-charge.
Supply and Fixing LED lights fitting 1x 20W, 220V, AC, 5700K, decorative box type with driver, double sided connection, CRI> 80, PF>95%, THD<10%, Lumen>2100 lm including LED tube light of make: Havells or equivalent in Philips/Crompton, connecting up with 3 core flexible copper conductor cable (1.0 mm² size/core) from ceiling rose ; Complete all as specified and as directed by the Engineer-in-charge.
Supply and Fixing Wall mounted, indoor, Mirror Light LED with aluminium die cast, suitable for and including 10 watt 6000K, WH LED light, prewired incl connecting up ; Complete all as specified and as directed by the Engineer-in-charge.
Supply and Fixing Dusk & dawn roadway luminaries 90 Watt, 230 V AC, 5700K outdoor type with epoxy black powder coated sheet of make: Havells or equivalent make of Philips/Crompton, high pressure die-cast aluminum hosing and heat resistant complete with impact and corrosion resistant including thermal management in multiple optics, PF>95%, THD<10%, Lumen>4500 lm with IP 65/66 protection complete incl connecting wire with flexible PVC insulated copper cables from ceiling rose to fitting including driver, lamp bracket made of 32mm bore galvanised iron light grade pipe made to shape having overall length not exceeding 1.5 mtr, through mild steel clamp of 25mm width and four Nos. nuts, bolts & washers of 12mm dia, 100mm long fixed to wall with all other fittings ; Complete all as specified and as directed by the Engineer-in-charge.
Supply and Fixing ceiling fan 1200mm sweep complete with blades, down rod, electronic regulator, accessories (i.e. PVC canopy, rubber bush, split pin, hanging clamp, fan hook, holdfasteners etc.) 230 Volts, white colour, with min air delivery 210 CFM, BEE 5 star rated with brushless direct current motor (BLDC) technology of make: Havells or equivalent of Orient/Crompton and connecting up with & including 3 core flexible copper conductor cable from ceiling rose to ceiling fan ; Complete all as specified and as directed by the Engineer-in-charge.
Supply, install & testing exhaust fan made of sturdy Engineering plastic complete with louvers shutter, voltage 230V, 50 Hz, single phase, 1200 RPM, Copper winding of sweep 250mm of make: Havells or equivalent in Orient/Crompton complete fixed/grouted to wall with suitable bolts, nuts etc., and connecting up with & including 3 core flexible copper conductor cable from ceiling rose to exhaust fan including cutting hole suitable for fixing exhaust fan ; Complete all as specified and as directed by the Engineer-in-charge.
Supply and fixing sub main wiring with 2 runs of 4.0 sqmm single core, multi-stranded PVC insulated, FRLS unsheathed cable 1100 Volts grade with copper conductor drawn through and including concealed non metalic PVC conduit, medium grade, ISI marked, suitable size with conduit fittings and accessories concealed in wall/ceiling/floor including 1 run of 4.0 Sqmm multistranded PVC insulated FRLS, copper conductor cable as earth continuity conductor and connecting to common earth dolly incl taking down old unsv one from site complete all as directed (For AC pts.) NOTE: Two runs of 4.0 sqmm copper cable and one run of 4.0 sqmm copper cable alongwith non metallic PVC conduit/conduit accessories will be measured as one unit length
All as per ser item No. 93 above but for sub main wiring with 2 run of 6 sqmm & 1 run of 6 sqmm as earth wire ; Complete all as specified and as directed by the Engineer-in-charge.
Supply and Laying in trenches/drawn through pipes or in road crossings/paths/drains/ ducts/floors/along poles/equipments etc., of LT cable under ground, heavy duty, armoured, XLPE insulated with stranded aluminium conductor, 1100 Volts grade of 35 Sqmm 3½ core cross sectional areas including connecting up using suitable size aluminium lugs testing and commissioning ; Complete all as specified and as directed by the Engineer-in-charge. NOTE: Excavation, earthwork, cable protection pipe shall be measured and paid separately
Supply & laying double wall corrugated (DWC) high density poly ethylene (HDPE) of size 40mm dia including all necessary fittings, PN-4 rating, pressure 6 Kgf/cm², conforming to IS-16205 (Part-24) with high ring stiffness & cursh resistance capacity, etc., laid in trench for protection of submersible flat cable ; Complete all as specified and as directed by the Engineer-in-charge.
Excavating in trenches not exceeding 1.5 meter wide and not exceeding 1.5 meter in depth for foundation for erection of poles, stays, laying cables, stays etc and getting out in soft/loose soil and in road cutting ; Complete all as specified and as directed by the Engineer-in-charge.
Returning filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm in soft/loose soil ; Complete all as specified and as directed by the Engineer-in-charge.
Removing excavated material/surplus soil not exceeding 50 meters and depositing where directed at a level not exceeding 1.5 meter above starting point ; Complete all as specified and as directed by the Engineer-in-charge.
Supply and Fixing sheet steel metal enclosure single pole & neutral with a 2 pin and earth plug and socket complete with one single pole MCB SP 20 Amp, 240 volts ; Complete all as specified and as directed by the Engineer-in-charge.
Material and Labour for distribution board made out of sheet metal enclosure (CRCA sheet) dust and vermin proof, double door, TPN 4 way, 415 volts grade with 200 Amps insulated rated bus bar with nickel plated brass, isolated neutral bar and door earthing, earth bar IP- 43 protection with poly urithene (PU) gasketing, IK-08 Mechanical impact resistance, flush to wall, including testing suitable for fixing MCB SPN, SP etc, ; Complete all as specified and as directed by the Engineer-in-charge. NOTE (i) MCB DB & MCBs should be of same make as mentioned above. (ii) Necessary blank plates if required any to cover the blank MCB's place in DB and the rate shall be deemed to included in the quoted rates.
Supply and Fixing MCB of SP 5 to 32 Amps current carrying capacity, 240V, 10KA 'C' curve, ISI marked, fixed in the MCB DB complete conforming to IS/IEC-60898-1 2002 with connection testing and commissioning including taking down old unsv one from the site ; Complete all as specified and as directed by the Engineer-in-charge.
All as per ser item No. 102 above but for MCB TPN 63 Amps ; Complete all as specified and as directed by the Engineer-in-charge.
Material and Labour for Earthing complete in replacement with galvanised iron mild steel earth plate electrode 60 cm x 60 cm x 6.3mm thick burried directly in ground vertically to a depth not less than 2.25 m below ground level with top edge of earth plate at a depth of not less than 1.5 m below normal ground level, connected to glavanised earth lead of GI wire of size 4mm dia by means of GI Bolts, Nuts, check nuts & washers and other end of the earth wire connected to earthing test point and protected by galvanised iron pipe light grade 25mm dia from earth plate to Panel/DBs and water pipe 20mm dia GI medium grade from top of the earth electrode raised upto a level of 50cm above ground level, MS funnel with wire mesh embeded in earthing pit of size 30x30x30cm in PCC (1:3:6) type C-1 incl exposed surfaces smoth finished with 15mm thick cement mortar (1:6), RCC pre-cast (1:2:4 type B-1) cover slab of 40mm thick with 2 Nos. MS handles of 12mm dia suitable for carrying of pit cover, Angle iron frame made out of 40x40x4mm angle iron for 30x30mm PCC pit for holding the pit cover including providing charcoal or coke and salt in alternative layers of 15 cm including necessary earth work in soft/loose soil, returning, refilling and removing of surplus soil to a distance n. exc. 50 mtr testing complete all as shown in electrical plate No-3 of MES Schedule Part-I of SSR-2009 ; Complete all as specified and as directed by the Engineer-in-charge. NOTE: (a) Cost of excavation, earth work, watering pipe, test point, MS Funnel with wire mesh and PCC pit with cover will be deemed to be included in the quoted rate. No extra cost shall be paid to the contractor against these items. (b) On testing after completion of job, if desired earth resistance is not obtained, the earthing shall be redone by the contractor & no extra cost will be given to the contractor.
Supply and Fixing in repair ceiling mounting fitting LED type 36 W fitted in 2x2 ceiling including PVC wire upto 1.5 mtr from ceiling rose to fitting ; Complete all as specified and as directed by the Engineer-in-charge.
Supply and Fixing galvanised steel water tubes medium grade with screwed socket joint together with and including all GI fittings such as bends, elbows, short piece connectionns, backnuts, caps plugs and unions etc laid in tranches/fixed on walls/laid on floors of 25mm dia including testing ; Complete all as specified and as directed by the Engineer-in-charge.
Supply and fixing gun-metal, globe or gate valves conforming to IS:781-1984 of size 25mm with iron wheel head, screwed both ends for iron/UPVC pipe and fixed ; Complete all as specified and as directed by the Engineer-in-charge.
Material and Labour for drilling and tapping CI/DI water mains of 100/150 mm dia (in position) for branch connections of the internal dia 25 mm include for turning water off and on and draining and refilling ; Complete all as specified and as directed by the Engineer-in-charge.
Excavating in trenches not exceeding 1.5 meter wide and not exceeding 1.5 meter in depth for laying of pipe line and getting out in soft/loose soil and in road cutting ; Complete all as specified and as directed by the Engineer-in-charge.
Returning, filling in excavated material/soil including spreading, leveling, watering and well ramming in layers n exc 25cm in soil ; Complete all as specified and as directed by the Engineer-in-charge.
Removing excavated material/surplus soil not exceeding 50 meters and depositing where directed at a level not exceeding 1.5 meter above starting point ; Complete all as specified and as directed by the Engineer-in-charge.
AREA DRAINAGE Dismantling of brickwork, built in cement mortar including all quoins, arches, pillars, etc. ; Complete all as specified and as directed by Engineer-in-charge.
Demolition of brickwork, built in cement mortar including all quoins, arches, pillars, etc. ; Complete all as specified and as directed by Engineer-in-charge.
Demolition of reinforced cement concrete including all quoins, arches, slab, etc. ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for brick work with sub class "B" bricks (old size) straight or curved on plan exc 6 m mean radius, built in CM 1:4 ; Complete all as specified and as directed by Engineer-in-charge.
All as per Srl item No 115 above but except bricks (old dismantled serviceable bricks obtained from shall be reused after necessary cleaning of mortar). ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for plain cement concrete( 1:3:6) type C-2 using 40mm graded stone aggregate as in surface channel and drains ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for sub class B bricks (old size) laid on edge on floor straight or curved on plan exceeding . 6 metre radius bedded and jointed in CM 1:6 and pointed in CM 1:3 ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for brick work in sub class 'B' bricks old size brick straight or curved on plain in half brick thick wall in CM (1:4) for sides of drain etc. ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for rendering 15 mm thick on fair faces of brick work or concrete surfaces on walls in CM 1:4 finishing even and smooth without using extra cement ; Complete all as specified and as directed by Engineer-in-charge.
Extra for forming fair finised drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds mitred/stopped ends etc ; Complete all as specified and as directed by Engineer-in-charge.
Material and labour precast RCC 1:2:4 as in cover slabs,shelves and similar work type B1 using 20 mm graded stone agg etc. and set in Cm 1:4 incl forms work ; Complete all as specified and as directed by Engineer-in-charge.
Material and labour Cement concrete in roof kerbs or mud stops, rounded or drain coping chamfered type B0( 1:2:4) 12.5 mm graded aggregate and similar work incl forms work ; Complete all as specified and as directed by Engineer-in-charge.
Material and labourfor TMT bar upto & including 10 mm dia and over cut to length bent to shape required including cranking bending, spirally hooping spirally for hooking for columns hooking ends and binding with mild steel wire annealed not less than 0.9 mm dia or securing with clips quality conforming to Fe-410-S or Fe-410-0 ; Complete all as specified and as directed by Engineer-in-charge.
Dismantling structural steel work including doors, gates but excluding framed truss etc ; Complete all as specified and as directed by Engineer-in-charge.
Supply and Fixing framed work as Grill gates of angle frame work fixed with Nut & bolt to wall or other section complete drilling or fixing welding be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings and hanging also festering and fixing ; Complete all as specified and as directed by Engineer-in-charge.
Excavating in trenches, n exc 1.5m wide and n exc 1.5 m depth; for foundation, etc. or for shafts, wells, cesspits, manholes,pier holes, etc. n exc 10 sq m on plan and n exc 1.5m in depth and getting out in soft/ loose soil ; Complete all as specified and as directed by Engineer-in-charge.
Material & Labour for removing exc soil material not exceeding 100 m and depositing where directed at at level not exc 1.5mt above the starting point ; Complete all as specified and as directed by Engineer-in-charge.
Demolition of coment concrete unreinforced ground floor and pavings n exc15cm thk below or above ground level including all quoins, arches, slab, etc. ; Complete all as specified and as directed by Engineer-in-charge.
Material and Labour for 50mm thick PCC 1:2:4 type B-2 (using 20mm graded stone aggregate) as in flooring Finishing fair and even. ; Complete all as specified and as directed by Engineer-in-charge.
RAJ KAMAL BUILDERS (BID ID -3144490)
Sai Construction Co. (BID ID -3144403)
S S CONSTRUCTION COMPANY (BID ID -3144497)
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