Repair renovation of Community Centre in the main campus of CCS HAU, Hisar (including EI work)

Amount

Civil work 1 to 52:- 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (HSR 4.14.1)

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead: Of area 3 sq. metres and below each (HSR 5.29.1)

Dismantling cement conglomerate / terrazzo floors 25 mm to 50 sqm mm manually/ by mechanical means and disposal of material within standard lead as per direction of Engineer- in-charge. (HSR 5.42)

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead). (HSR 5.45)

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. (HSR 5.70)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) : 6 graded cum stone aggregate 20 mm nominal size (HSR 6.1.4)

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor four level, excluding the cost of centering, shuttering and finishing: 1 :2:4 (1 Cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20 mm nominal size) (HSR 6.2.2)

Reinforced cement concrete work in arches, arch ribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1: 1.5:3 (1 cement : 1.5 coarse sand (zone-Ill) : 3 graded stone aggregate 20 mm nominal size) (HSR 6.18)

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. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix). All works up to plinth level (HSR 6.25.1)

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers (HSR 6.30.5)

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc.complete in all respect above plinth level. Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, over1aps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. Thermo-Mechanically Treated bars of grade Fe-500D or more (HSR 6.34.6)

Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand) (HSR 7.21.1)

Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work (HSR 8.27.2)

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 25x1 Ox0.50 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 and30 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 up to 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, cut outs made with frame of periMeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charae but excludina the cost of painting with 12.5 mm thick tapered edge gypsum moisture resistant board Note: Approximate height 25 feet (HSR 9.46.3)

Providing and Fixing 15 mm thick densifled tegular edged eco friendly light weight calcium silicate false celling tiles of approved texlure of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising@ 120 grams per sqm including both side) consisting of main 'T' runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross "T" of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main'T' at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross 'T' of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws@ 230 mm interval and laying 15 mm thick densifled edges calcium silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixlures, smoke detectors etc., wherever required. Main 'T' runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1 .6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ·r, bottom exposed with 24 mm of all Tsections shall be pre-painted with polyester baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge. Note: Approximate height 25 feet (HSR 9.48)

Providing and laying of base course of floors consisting of 100 mm thick cement 1 :8: 16 and 100 mm sand or stone filling. (HSR 10.1)

Providing and laying of Conglomerate floor 25 mm thick cement concrete 1:2:4 on 100 mm cement concrete 1:8:16 and 100 mm sand or stone filling. (HSR 10.9)

Providing and fixing granite stone in all shades 15mm to 18 mm thick in skirting /dado/worktop/risers of steps, pillars and wall facing, laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1 :3 and jointed with white cement slurry mixed with pigment to match the shade of Granite including labour for fixing cramps pins and dowels etc. (HSR 10.51)

Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. (HSR 10.100.2)

12 mm cement plaster of mix : 1 :4 (1 cement: 4 fine sand) (HSR 11.5.3)

15 mm cement plaster on the rough side of single or half brick wall of mix : 1 :4 (1 cement: 4 fine sand) (HSR 11.6.1)

Cement plaster 1 :3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. (HSR 11.13.2) 20 mm cement plaster

Pointing on brick work or brick flooring with cement mortar 1 :3 (1 cement : 3 fine sand): Raised and cut pointing (HSR 11.25.2)

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. (HSR 11.60)

White washing with lime to give an even shade New work (three or more coats) (HSR 11.61.1)

Distempering with 1st quality acrylic distemper (ready mixed) having voe content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. Two or more coats on new work (HSR 11.65.1)

Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface: Water thinnable cement primer (HSR 11.67.1)

Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works (HSR 11.68.3)

Preparation of ply wood surface for painting including sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete. (HSR 11.76)

Applying pink primer or aluminium priming coat on wood work including preparation of surface, Knotting and stopping etc. (HSR 11.77)

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. (HSR 11.78)

Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied@ 3.84 kg/10 sqm) (HSR 11.93.1)

Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) (HSR 11.95.1)

Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Kiln seasoned and chemically treated Hollock wood 35 mm thick (HSR 12.10.2.1)

Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws 35 mm thick shutters With ISI marked stainless steel butt hinges of required size Second class teak wood (HSR 12.19.1.2.1)

Providing and fixing ISi marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISi marked Stainless Steel butt hinges with necessary screws (HSR 12.37.1)

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete (HSR 13.29.1)

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). (HSR 13.41)

Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete (HSR 30.21)

Distempering with 1st quality acrylic distemper (Ready mix) having voe content less than 50 grams/ litre of approved brand and manufacture to give an even shade: Old work (one or more coats) (HSR 30.25.1)

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade One or more coats on old work (HSR 30.28.1)

Providing and fixingof 8.30 mm thick wooden laminate flooring of Vista make (shade VFF-106-Java Teak) laid over existing cement concrete flooring consisting of following:- Laying polythene sheet on existing concrete flooring, 4 mm thick foam placed on existing flooring site requirement. Wooden reducer profile at stepping of floor at entrance and towards press gallery portion. Removing and reflexing of existing wooden skirting adjoining stage before laying the floor, including cost of gutties, nails, screws etc. complete in all respect as directed by Engineering In-Charge. (NS)

Providing and fixing 12mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top and bottom pivot and double action hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc. to be paid seperately). (NS)

Providing and fixing glass shutter accessories i.e. glass door package with lock (floor machine) of Dorma make (Model XL-C4001B) including cost of nuts, screws etc. complete in all respect. (NS)

Providing and fixing Glass Accessories i.e. handle of size 600 mm x 30 mm of DORMA make (Model XL-C-3004 ) including cost of stainless steel screws etc. complete in all respect as directed by Engineer-In-charge. (NS)

Providing and fixing 17 mm to 20 mm thick Coffee Brown (South) granite stone (polished) in flooring including matching grains laid in any pattern, in linear as well as curvlinear as specified over base of 20 mm thick cement coarse sand mortar 1:4 and jointed with white cement slurry mixed with pigment to match the shade including rubbing and polishing, complete. (NS)

Providing and fixing 17 mm to 20 mm thick Coffee Brown (South) granite stone (polished) in skirting including matching grains laid in any pattern, in linear as well as curvlinear as specified over base of 12 mm thick cement coarse sand mortar 1:4 and jointed with white cement slurry mixed with pigment to match the shade including rubbing and polishing, complete. (NS)

Dismantling cement conglomerate / terrazzo floors 25 mm to 50 mm thick including concrete base. (NS)

Removing of existing damaged wall paneling with frame work and shifting the dismantled material to store with a lead of 2 km, complete in all respect as directed by Engineer-In-Charge. (NS)

Providing and fixing welded mesh of size 75 mm x 75 mm made of 6 mm dia mild steel bar wire fixed in angle iron frame (excluding cost of angle iron frame) including cutting, straightening welding etc., complete in all respect as directed by Engineer-In-Charge. (NS)

20 mm thick cement plaster 1:3 in two coats under ceiling at all height, Ist layer of 10 mm thik with cement coarse and 1:3 (1 cement : 3 coarse sand) with cement plaster (one cement : three coarse sand) and second layer 10 mm thick 1:3 (one cement : three fine sand), cmplete in all respect as directed by the Engineer-In-Charge.(NS)

Tacking (making rough) the exposed reinforced cement concrete surface for cement plaster (horizontal and vertical surface) including removing of loose concrete, disposing of the malba and cleaning the surface etc., complete in all respect as directed by Engineer-in-Charge. (NS)

Electrical work 53-98:- Wiring for Light/Fan/call bell point with modular type switch/socket and GI box, Modular type face plate etc in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe. Group B (HSR 23.4.1.2)

Wiring for Twin control light point with 2 nos , 2-ways, 5 amp. Modular switch GI box and modular face plate in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe. ( HSR 23.4.2.2 ) Group B

Wiring in PVC conduit system for 3-pin 5amp. Plug point by using 2 no 1.5 sqmm FRLS copper wire and 1 no 1.5 Sqmm FRLS copper wire , including providing 1 no 5/6 Amp 3/5 pin Modular type socket and 1 no 5/6 Amp Modular type switch required GI Box ,modular face plate etc complete as required Group B (HSR 23.4.4.2)

Wiring in PVC conduit system for 3-pin 15amp. Plug point by using 2 no 4 sqmm FRLS copper wire and 1 no 4 Sqmm FRLS copper wire for earthling, including providing 1 no 15/16 Amp 3/6 pin Modular socket and 1 no 15/16 Amp Modular switch required GI Box , modular face plate etc complete as required Group B (HSR 23.4.5.2)

Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in PVC Conduit etc as required. 1 run of Size 1.50 Sqmm(1/1.40mm) (HSR 23.3.6.1)

1 run of Size 2.50 Sqmm(1.1.80mm) (HSR 23.3.6.2)

2 run of Size 1.50 Sqmm(1/1.40mm) (HSR 23.3.6.6)

2 run of Size 2.50 Sqmm(1.1.80mm) (HSR 23.3.6.7)

3 run of Size 1.50 Sqmm(1/1.40mm) (HSR 23.3.6.9)

Supply and erection of PVC CONDUIT ISi marked (Medium) recessed in walVceiling etc. including the cost of PVC bends, inspection boxes, iron hooks and cement concrete etc. complete in all respect up to the entire satisfaction of Engineer-in-Charge of work. PVC PIPE 25mm Dia (HSR 23.7.6.2)

Providing and fixing GI concealed sheet metal boxes with inner and outer face plate including concealing the box in wall and fixing in position with inner plate and face plate with all labour and material required for the job complete in all respects. 1 & 2 Modules (HSR 23.8.10.1)

6 Modules (HSR 23.8.10.4)

12 Modules (HSR 23.8.10.6)

Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. 5 amp 1 way switch (HSR 23.8.11.1)

5 amp 2 way switch (HSR 23.8.11.2)

15 amp 1 way switch (HSR 23.8.11.3)

5 amp Socket (HSR 23.8.11.4)

15 amp Socket 6 Pin (HSR 23.8.11.5)

Step type Fan Regulator 2 modules 300 wat (HSR 23.8.11.7)

Blanking plate (HSR 23.8.11.10)

Supply and erection of Modular case circuit breaker single pole/4 pole on existing wall/pedestal/Panel including bounding to earth and making necessary connections required to complete the job in all respect up to the entire satisfaction of the Engineer-in-charge of the work.. TRIPLE POLE MCCB 16 to 100 Amp, 25 K (HSR 23.22.1.3)

TRIPLE POLE MCCB 200 to 250 Amp, 25 KA (HSR 23.22.1.5)

Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 6 amp. to 32 amp Single Pole (HSR 23.22.5.1)

40 amp to 63 amp. MCB's FOUR POLE (HSR 23.22.5.8)

Earthing with GL earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. (but without charcoal or coke and salt) as required. (HSR 24.1.1)

Extra for using salt and char coal/coke for pipe earth electrode as required.(HSR 24.1.2)

Providing and laying earth connections from earth electrode with 4.00 mm dia G.I. wire in 15 mm dia G.I. pipe from earth electrode as required (HSR 24.1.11)

Supply and erection of copper lugs including crimping etc. entire satisfaction of Engineer-in- Charge of the work. 6 Sqmm (HSR 24.2.6.4)

S/E mark double walled corrugated (DWC) HOPE, pipe 10 Kg/Cm2 ,laid 0.75 Metre below ground level including digging and refilling of earth including cost of suitable size socket/coupler for HOPE pipe including the cost of labour and material required to complete the job in all respect up to the entire satisfaction of Engineer in charge of the work DWC/HDPE pipe 63/50 mm outer dialinner dia (HSR 24.5.2.3)

Supply and erection of Hot Dip Galvanized octagonal pole of 3mm thickness, with base plate including cost of nut and bolts , earthing studs, Integral Cable termination arrangement 5 mm thick Bakelite base plate on suitable welded MS/GI bracket 32 A four way connector 2 no 1 O A SP MCB , end cover and all accessories as supplied by the anufacture including Providing RCC foundation of M25 grade (1Cement:1 Stone aggregate: 2 Coarse sand) i/c excavation, steel reinforcement (Fe 500) @80 kg/cum of concrete contents, concrete cover 50mm, anchor bolts etc. over a bed of PCC 1 :5: 1 O of required dimensions for octagonal poles of various heights as per following specifications complete in all respects and as per directions of Engineer-in-charge 7 Metre Long pole with top dia 75 0mm and bottom dia 150 mm with base plate of size 300 x 300 x 20 mm (HSR 24.4.8.5)

S/E of underground cable loose in existing pipe or trenches complete with necessary connectons :-16sqmm 2 Core Cable (NS)

S/E of PVC unsheathed copper conductor cable single core 1100 volts grade in pipe of suitable size excluding cost and erection of pipe. (NS) i ) Cable Size 1.5 sqmm (3/0.81)

Cable Size 2.5 sqmm (3/0.81)

Cable Size 6 sqmm (7/1.35)

SITC of wall / free standing floor mounting dust and vermin proof comopartmentalized cubical panel made out of 2 mm thick CRCA sheet, required hardware 3 mm thick Bkt sheet provided all along the bus bar and cable alley separating switches compartment and supporting suitable channel duly painted etc. (NS)

Supplying and fixing of copper bus bar duly tinned by means of SMC/DMC type insulator high tensile nuts and bolts spring washers fixing to same in existing panel including bending, cutting in required shape and size and insulation with colour coding heat shrinkable PVC insulation complete in all respect. (NS)

S/E of heavy duty 4 pole ON Load changeover load breaker switch comprising of switches 63Amp to 400 amp suitable for operation on 415V 50Hz AC supply complete with handle assembly having door interlock including making necessary connections with petty material required to complete the job. (NS) i ) 300 Amp 4 Pole ON LOAD changeover switch

S/E of AC ceiling fan capacitor type complete with shackle, 300 mm down rod etc. 1400 mm sweep. Make USHA , Orient , Havells (NS)

SITC of push ON/OFF type 25 A modular type motor starter switch (white color) for AC's including the cost of petty material required to complete the job upto entire satisfaction of Engineer-in-charge.(NS) Make Crabtree , Legrand

S/E of Wall mounting industrial air circulator fan 600mm sweep , 1440RPM , 180watt , air delivery 270 mm and performance conforms to IS 2997-1964 standards.USHA/Havells (NS)

S/E of surface/wall mounted ≥ 36/40 W integrated LED 4 feet fitting with Epoxy Powder coated white/Grey extruded aluminium channel housing for efficient heat dissipation. Total system lumen of 36/40 watt LED should be ≥ 4000 or above in cool day light (5700K to 6500K), Power factor >0.95, CRI >80, Average life >50000 hours. Complete with mounting Brackets & accessories as required with connections(Industrial) Make: Philips, Havells, Bajaj. (NS)

S/E of Propeller type AC ventalating fans ( exhaust fan ) with necessary earthing of fan complete with louver shutter , 380mm sweep 900RPM ( Heavy Duty ) Make Orient , Usha , Khaitan , Crompton (NS)

S/E of LED Street Light of system voltage ≥ 70/72watt IP66 Multiple LED with Lens optics and pressure die-cast aluminium housing for effective thermal management. Total system lumen ≥ 8400 lumen LED should be 6500 or above in cool day light 5700K Lumen efficency ≥ 120 lm/w. Power Factor >.95 average life >50000 hrs with connections complete Make Philiphs , Havell's , Bajaj , (NS)

S/E of Double Arm bracket 1.5mtr Long 40mm dia G.I bracket with suitable seelve as per pole top dia galvanised with all petty material required to complete the job for satisfaction of Enginneer in charge.(NS)

S/E of recessed type 42 watt full window glare free opal difffuse LED panel of size 595x595 mm suitable for Armstrong/POP/GB ceiling with M.S. Powder coated white housing. Total system lumen of 42 watt LED should be 5100 or above in cool day light (5600k to 6500k), Power factor >0.95, CRI (Ra) >80, LED lamp efficiency ≥140 lm/w, Average life >50000hours, complete with all accessories as required with connections. (Industrial) Make Havells , Bajaj , Philiphs (NS)

S/E of LED Type 250 Watt Flood Light outdoor type IP 65 die cast aluminium housing 5700 to 6500K Power factor >0.95, CRI (Ra) >80, LED lamp efficiency ≥110 lm/w, Average life >50000hours, complete with all accessories as required with connections. (Industrial) Make Havells , Philiphs (NS)

SHRI RAM CONTRACTOR AND SUPPLIER

Sham Lal Contractor