Chaudhary Charan Singh Haryana Agricultural University Tender
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Costs
EMD
₹ 82,000Document Cost
₹ 5,000Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2021_HRY_186681_1Bid Award Id
ViewTender No
3245-CTender Authority
Chaudhary Charan Singh Haryana Agricultural University ViewPurchaser Address
-Website
http://https://www.hau.ac.in/
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Documents
BOQ Items
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Providing and laying damp-proof course with cement concrete 1 :2:4 (1 cement : 2 coarse sand (zone-Ill): 4 graded stone aggregate 12.5mm nominal size) 40mm thick (HSR 6.8.2)
9.29
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Providing & applying a coat of residual petroleum bitumen of grade of VG-1 O of approved quality using 1. 7kg per square metre on damp proof course after cleaning the surface with brushes
and finally with apiece of cloth lightly soaked in kerosene oil. (HSR 6.10)
9.29
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20 mm thick cement plaster damp-proof course 1 :3 with 2 coats of bitumen at 1.65 kg. per sqm, laid hot and sanded: Vertical (HSR 6.12.1)
38.92
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20 mm thick cement plaster damp-proof course 1 :3 with 2 coats of bitumen at 1.65 kg. per sqm, laid hot and sanded: Horizontal (HSR 6.12.2)
19.51
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Making plinth protection 50mm thick of cement concrete 1 :3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with
fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. (HSR 6.13)
13.75
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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1: 1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size). (HSR 6.16)
31.12
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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)
12.03
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Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete (HSR 6.30.1)
60
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Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies (HSR 6.30.3)
102
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Centering and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth beams, girders, bressumers and cantilevers (HSR 6.30.5)
50
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Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts (HSR 6.30.6)
94
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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)
59.69
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Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement: 6 coarse sand). (HSR 7.20.2)
34.91
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Brick work with common burnt clay non-modular bricks of class designation 7 .5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : Cement mortar 1:6 (1 cement: 6 coarse sand) (HSR 7.22.2)
42.79
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Painting top of roofs with bitumen of approved quality @ 17kg per 10 impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including
cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete
With residual type petroleum bitumen of grade VG -10 (HSR 9.10)
97.55
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10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with
bhusa @ 35 kg per cum of earth and gobri leaping with mix 1: 1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1: 3 (1cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat:
With common burnt clay non-modular brick tile of class designation 10. (HSR 9.11.1)
97.55
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Providing gola 75x75 mm in cement concrete 1: 2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1 :3 (1 cement : 3 fine sand) as per standard design :
In 75x75 mm deep chase (HSR 9.17.1)
39.62
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Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1 :2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20
mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12mm cement plaster 1 :3 (1 cement : 3 coarse sand) and a coat of neat
cement, rounding the edges and making and finishing the outlet complete. (HSR 9.18)
4
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Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. (HSR 9.57.2)
11
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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 1 O mm gap for thermal expansion. Bend 87.5° 110 mm bend (HSR 9.58.5.2)
4
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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)
205.32
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Providing and laying of conglomerate floor 50mm thick cement concrete topping 1 :2:4 (HSR 10.7)
97.55
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Providing and laying cement plaster skirting up to 30 cm height, with cement mortar 1: 3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement.
18 mm thick (HSR 10.13.1)
4.02
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Providing a floating coat of 1.50 mm thick neat cement laid in one operation to the topping. (HSR 10.14)
97.55
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Providing and laying cement concrete pavement with 1: 2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including
finishing complete. (HSR 10.16)
19
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Brick on end in soil/edging in required pattern with bricks of class designation (HSR 10.36)
45
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Cement Concrete 1 :8:16 Flooring Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. (HSR 10.100.2)
15.91
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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)
183
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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)
235.79
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Pointing on tile brick work with cement mortar 1 :3 (1 cement : 3 fine sand):
Flush/ Ruled/ Struck or weathered pointing (HSR 11.26.1)
97.54
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Pointing on stone slab ceiling with cement mortar 1 :2 (1 cement : 2 fine sand):
Flush/ Ruled pointing (HSR 11.29.1)
38.46
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Providing and applying two coats white cement based putty of approved brand and manufacturer, over plastered surface and grinding the surface
smooth with sand paper to get en even and smooth finish including cost and carriage of all material , labour charges, scaffolding, sundries etc. complete (HSR 11.58)
97.54
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White washing with lime to give an even shade
New work (three or more coats) (HSR 11.61.1)
187.19
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Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:
Water thinnable cement primer (HSR 11.67)
235.79
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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)
6.87
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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)
14.68
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Applying pink primer or aluminium priming coat on wood work including preparation of surface, Knotting and stopping etc. (HSR 11.77)
14.68
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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)
20.55
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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)
235.79
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Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, including ISi marked M.S. pressed butt
hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of
Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately} Kiln seasoned and chemically treated Hollock wood
35 mm thick shutters (HSR 12.7.2.1)
6.22
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Providing and fixing 12 mm thick panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory
windows (area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. Fire retardant plywood conforming to IS: 5509 (HSR 12.11.2)
6.22
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Providing and fixing ISi marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st
class hard wood and well matched teak 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 12.36.1)
6.13
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Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete Fixed to steel windows by welding (HSR 12.50.1)
0.54
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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 : 250x16 mm (HSR 12.98.2)
1
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Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 2.0 mm thickness,
including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 2.00 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile B Fixing with adjustable lugs with split end tail to metre jamb (HSR 13.3.1.1)
11
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Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 2.0 mm thickness,
including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 2.00 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile E Fixing with adjustable lugs with split end tail to each jamb (HSR 13.3.3.1)
35.66
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SITE CLEARANCE Surface dressing of ground including removing rank vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5m in all kind of soils. (HSR 26.4.2)
569.52
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Electrical work 51 to 99:-
COPPER WIRING IN MS CONDUIT (SURFACE/RECESS )
Wiring for Light/Fan/Call Bell Point in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick MS conduit pipe.
Group B (HSR 23.1.2)
30
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Wiring in MS conduit system for 3- pin 5 amp. Plug point by using 2 no. 1.5 sqmm FRLS copper wire and 1 no. 1.5 sqmm FRLS copper wire for earthing , including providing 1 no. 5/6 Amp 3/5 pin socket and 1 no. 5/6 Amp switch required.
Group B (HSR 23.1.4.2)
4
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Wiring in MS conduit system for 3- pin 15 amp. Plug point by using 2 no. 4 sqmm FRLS copper wire and 1 no. 4 sqmm FRLS copper wire for earthing, including providing 1 no. 15/16 Amp 3/6 pin socket and 1 no. 15/16 Amp switch required.
Group B (HSR 23.1.5.2)
6
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Wiring main ,sub mains and Circuit wiring 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 MS Conduit etc as required.
1 run of Size 1.50 Sqmm(1/1.40mm) (HSR 23.1.6.1)
50
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Wiring main ,sub mains and Circuit wiring 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 MS Conduit etc as required.
1 run of Size 2.50 Sqmm(1.1.80mm) (HSR 23.1.6.2)
150
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S/E of Fittings and Accessories.
Providing and fixing Piano type accessories of approved make in existing box and Bakelite sheet including fixing and making necessary connections,complete in all respect.
Bakelite angle/straight button holder large size. (HSR 23.8.1.12)
8
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Socket size rotary step type Electronic regulator for A.C. ceiling fan (HSR 23.8.1.13)
6
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Supply and erection of 10.5 cm dia M.S.Fan box including 8 mm dia 30 cm long M.S. Road made into suitable suspension hook and erected in R.C.C.slab for the erection of fan complete with all labour and material required to complete the job. (HSR 23.8.4)
6
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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 KA
(HSR 23.22.1.3)
2
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TRIPLE POLE MCCB 125 to 160 Amp, 25 KA (HSR 23.22.1.4)
2
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TRIPLE POLE MCCB 200 to 250 Amp, 25 KA (HSR 23.22.1.5)
1
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Supply and erection of double door sheet steel enclosure distribution board suitable for MCBS and ELCBS etc. recessed in wall including bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work.
SPN DB Double Door 16 way (HSR 23.22.4.4)
1
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Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:-
SP MCB 6-32 AMP (HSR 23.22.5.1)
12
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SPN MCB 6-32 AMP (HSR 23.22.5.3)
2
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SITC Four pole ONLOAD Manual change over switch in SS enclosureof followingRatings
100 amp 415 volts (HSR 23.22.8.2)
1
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200 amp 415 volts (HSR 23.22.8.3)
1
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Supply and fixing Galvanised Iron flexible pipe complete with socket nipples and check nuts etc.at both ends (Upto length of one metre):-
Size 20 mm dia (HSR 23.23.1.2)
5
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Size 25 mm dia (HSR 23.23.1.3)
10
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MS STAND, BUS BAR CHAMBER AND PANELS
Supply and erection of M.S.angle iron frame duly welded for housing M.S. sheet & main switches etc.on it, fixed on wall by means of suitable size of rag bolts with cement concrete, duly painted with three coats of approved paint including one coat of red oxide. (HSR 23.24.1)
20
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EARTHING AND LIGHTING ARRESTOR
Earthing with G.I earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. as required. (HSR 24.1.1)
1
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Extra for using salt and char coal/coke for pipe earth electrode as required. (HSR 24.1.2)
1
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Earthing with G.I. earth plate 600mm x600 mmx 6 mm thick including accessories and provinding masonry enclosures with cover plate having locking arrrangement and watering pipe etc. ( but without charcoal or coke and salt ) complete as required. (HSR 24.1.3)
2
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Earthing with tinned copper earth plate 600mm x600 mmx 3 mm thick including accessories and provinding masonry enclosures with cover plate having locking arrrangement and watering pipe etc. ( but without charcoal or coke and salt ) complete as required. (HSR 24.1.4)
4
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Extra for charcoal or coke and salt for G.I. plate earth electrode. (HSR 24.1.5)
6
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Supplying and laying 25mm x 3mm G.I. strip in 40 mm dia, GI pipe as/ from earth electrode including soldering etc. asrequired. (HSR 24.1.7)
2
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Providing and fixing 25mm x 3mm G.I. strip on surface or in recess for connectionsetc.asrequiredwithalllabourandmaterial. (HSR 24.1.8)
15
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Providing and fixing 25mm x 5mm copper strip in 40mm dia G.I.pipe from earth electrode as required. (HSR 24.1.9)
24
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Providing and fixing 25mm x 5mm copper strip on surface or in recess for connections etc. as required with all labour and material. (HSR 24.1.10)
30
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Providing and laying earth connections from earth electrode with 4.00mm dia G.I. wire in 15mm dia G.I. pipe from earth electrode as required. (HSR 24.1.11)
10
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Providing and fixing 4.00mm dia G1.Wire on surface or in recess for loop earthing as required. (HSR 24.1.13)
2
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Supply and erection of suitable compression type brass cable glands for
underground Cable :-
10 sqmm to 16 sqmm cable 2 to 4 core (HSR 24.2.7.2)
4
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70 sqmm to 95 sqmm Cable 3 to 3½ Core (HSR 24.2.7.4)
16
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Supply and erection of aluminium lugs heavy duty including crimping etc. up to the entire satisfaction of the Engineer-in-charge of the work.
16 sqmm (HSR 24.2.8.4)
8
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95 sqmm (HSR 24.2.8.9)
16
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S/E of mark double walled corrugated ( DWC) HDPE pipe 10 kg/sqcm, laid 0.75 Mtr. Below ground level including diging and refilling of earth including cost of suitable size socket/ cuppler for HDPE pipe including the cost of labour and material required to complete the job in all respect upto the entire satisfaction of Engineer incharge of the work. DWC/HDPE pipe 63/50 mm outer dia/inner dia (HSR 24.5.2.3)
120
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DWC/HDPE pipe 120/105 mm outer dia/ inner dia (HSR 24.5.2.5)
200
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RCC FOUNDATIONS FOR DG SET
Providing RCC foundation of M20 grade (1 Cement:1.5 Stone aggregate: 3 Coarse sand) i/c excavation, steel reinforcement (Fe 500) @ 50 kg/cum of concrete contents, concrete cover 50mm, over a bed of 75mm thick PCC 1:5:10, of required dimensions as per OEM recommendations to provide levelled surface for placement of the DG set complete in all respects and as per directions of Engineer-in-charge
(Size of foundation assumed = 5.0x1.8x1.0m) Unit: per cum 60 to 90 KVA DG Set (HSR 24.7.2)
1
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Designing , Supply & erection of DG set of capacity given below with noise controlled devices acoustic of suitable rating, testing and commissioning of diesel generating set, radiator cooled, 3 phase, 4 wire, 50 cycles 415 +(-)1% volts AC alternator coupled directly through a set of flexible coupling on a common MS fabricated base frame with diesel engine complete with suitable size incoming cable from generator to change over/AMF panel , making 2nd incoming cable connection from transformer, outgoing cable connection from changeover/ standard panel, making second incoming cable connection from transformer , outgoing cable connection from changeover / STD panel to incomer of motor starter panel, fenced enclosure with platform for DG sets complete as per following detailed scope and specifications and directions of Engineer-in-charge .
The rating should be at 1500 RPM.
a) Diesel Engine
b) Alternator
c) Battery 24 V.
d) Base Plate.
e) suitable sq mm suitable core copper cable upto 40 metres.
f) Tools, standard panel
g) Metering set 415 VAC-1 set (Amp. meter, Volt Meter, ASS, VSS, Phase Indicator, control fuse, frequency meter, CT's)
h) Metering set 60/5A/110V (Amp. Meter, Volt Meter)
i) Overload protection for DC-1 No.
j) Battery Charger 24V DC
k) Copper bus bar of suitable size
I) KWH meter 96 sqmm size
m) Starting fuse button and key switch9on/off)
n) Indicating lamps for low lubricated oil pressure, high coolant temperature, set running , load on, De control and other required accessories complete in all respects to the satisfaction of Engineer-in-charge 62.5 KVA (NS)
1
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S/E of PVC unsheathed FRLS copper conductor cable single core 1100 volt grade in existing pipe of suitable size excluding cost and erection of pipe.
Size 1.5 sqmm. (NS)
50
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S/E of PVC unsheathed FRLS copper conductor cable single core 1100 volt grade in existing pipe of suitable size excluding cost and erection of pipe.
Size 04 sqmm. (NS)
50
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S/E of PVC unsheathed FRLS copper conductor cable single core 1100 volt grade in existing pipe of suitable size excluding cost and erection of pipe.
Size 04 sqmm. (NS)
50
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Supply and fixing of copper bus bar duly tinned by means of SMC/DMC type insulator high tensile nuts and bolts spring washers fixing go same in existing panel including bending, cutting in required shape and size and insulation with colour coding heat srinkable PVC insulation complete in all respect. (NS)
7
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S/E of LED street light of system voltage ≤ 250 W IP 66 Multiple LED with lens optics and pressure die-cast aluminium housing for effective thermal management. Total system lumen of ≤ 250 watt LED should be 31250 lumen or above in cool day light (5700K), Lumen efficacy 110 lm/W, Power factor ≥ 0.95, CRI ≥70, Average life ≥50000 hours, complete with all acessories as required with connections. (NS) Make Havells , Bajaj , Philips.
6
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Supply installation testingan commissioning of wall free standing floor mounting dust & vermin proof compartmentalized cubical panel made out of 2 mm thick CRCA sheet required hardware 3 mm thick bakelite sheet providing all along the bus bar and cable alley separating switches compartment and supporting suitable channel duly painted by 2 coat of zinc/Red oxide primer followed by 2 coats of powder cating in grey or required shade after rinsing. the panle having PU/Neoprene rubber gasket of not less than 3 mm thickness separate detachable gland plate MS base channel hinged door with inter locking arrangement for equipment/ switch wear.Transparent arcylic sheet shall be provided in front of bus bar compartment to prevent direct access to bus bar bakelite sheet 3 mm thick for separately cable alley to BBC from switch chamber Extended solid copper bars up to cable alleys shall be provided for outgoing connection which shall be paid as extra tiems side walls and cable alley compartments shall be haiving bolted type doors with detachable extension type strcture. the panel will be complete with control wiring ( copper) and fuse protection ( only outer area on all sides shall be measured ) (NS)
5
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Supply & erection of Under Ground Aluminium (Armoured) cable loose in existing pipe or trenches complete with necessary connecitons:- Size 2x16 sqmm. (NS)
125
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Supply & erection of Under Ground Aluminium (Armoured) cable loose in existing pipe or trenches complete with necessary connecitons:- Size 3.5x95 sqmm. (NS)
220
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S/E of propeller type AC ventilating fan (exhaust fan) with necessary earthing arrangements of fan with shutter complete in all respects Size 380mm(15”) sweep (Heavy Duty) 900 RPM
Make: Orient, Usha, Crompton,Havells. (NS)
4
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S/E of AC ceiling fan capacitor type complete with shackle, 300mm down rod etc.
i) 1400mm sweep. Make: Usha, Orient, Crompton (NS)
6
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S/E of LED tube rod 20watt double side connections with 4 feet long housing made of CRCA sheet steel with epoxy powder coated white after phosphochromate treatment and 2 nos. lamps push fit type white polycarbonate holders and reflector made of white powder coated CRCA sheet total system lumen of 20watt LED should be 2200 or above in cool day light ( 5700K to 6500K ) PF 0.95 , CRI 80 , Avg. life 50000 hours complete with mounting bracket and accessories as required with connections Make Philphis , Havells , wipro , Bajaj (NS)
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