Chaudhary Charan Singh Haryana Agricultural University-CCSHAU has published Construction Of Goat/Sheep Shed In The Premises Of Kvk Beer Sunarwala Jhajjar. Submission Date for this Tender is 10-01-2020. Shed Construction Tenders in CCSHAU Hisar Haryana. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of goat/sheep shed (demonstration unit) in the premises of KVK, Beer Sunarwala, Jhajjar. (including PH & EI works) | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Civil work item (1 to 49):-\nEarth work excavation in ordinary soil exclusive of compensation of earth- (b) earth work undressed with a combined lead upto 15 meters including breaking of clods.{(HSR 6.2(b)} | 15.24 | cum | |
| 2 | 2 | Earth work in excavation in foundations, trenches, etc .in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches ,stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres (HSR 6.6) | 90 | cum | |
| 3 | 3 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 m and lift upto 1.5 m (a) soft/loose soil {(HSR6.25(a)} | 580.44 | square metre | |
| 4 | 4 | Cement concrete 1:8:16 with stone aggregate 40 mm nominal size in foundation and plinth (HSR 10.28) | 21.98 | cum | |
| 5 | 5 | Pre-cast cement concrete 1:2:4 with stone aggregate 20 mm nominal size in kerbs and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete at the ground level or in first storey. \n ( HSR 10.77) | 1.9 | cum | |
| 6 | 6 | Pre-cast cement concrete 1:2:4 with stone aggregate 20 mm nominal size in tiles and channels and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position complete at the ground level or in first storey (HSR 10.78) | 2.83 | cum | |
| 7 | 7 | Cement concrete 1:2:4 with stone aggregate 20mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement , but including centring and shuttering, laid in position , complete in all respects (HSR10.82) | 24.19 | cum | |
| 8 | 8 | Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (straight and curved) beams, girders, stairs, columns,(square or rectangular) battens and lintels etc., excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects (HSR 10.86) | 16.65 | cum | |
| 9 | 9 | Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work in fascias parapets and other thin vertical sections, not covered by item nos. 10.82,10.86 to 10.88 not exceeding 10 cm thickness excluding steel reinforcement but including centring and shuttering , laid in position, complete in all respects. (HSR 10.89)\n\n | 0.89 | cum | |
| 10 | 10 | Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work in footings, strips, foundations, beams, rafts, pedestals and approach slabs of bridges etc., excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects,(For work upto 1.5 metres below ground level) (HSR 10.90) | 9.26 | cum | |
| 11 | 11 | Extra over item Nos. 10.79 to 10.94 , if 1:1.5:3 mix is used, instead of 1:2:4 {(HSR 10.95(a)} | 50.99 | cum | |
| 12 | 12 | First class brick work laid in cement sand mortar 1:6 in foundation and plinth (HSR 11.2) | 50.3 | cum | |
| 13 | 13 | First class brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level (HSR 11.7) \n | 42.79 | cum | |
| 14 | 14 | First class brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level\nat first floor (HSR 11.7+note) | 2.94 | cum | |
| 15 | 15 | Brick jali with 22.86 cm X 11.43 cm thick alternate layers laid in cement sand mortar 1:4 using 58 numbers bricks (HSR11.71) | 53.88 | square metre | |
| 16 | 16 | Providing 5.72 cm brick dalli facing with brick size 22.86 cm X 11.43 cm X 5.72 cm thick to be obtained after cutting of bricks laid in cement sand mortar 1:3 on RCC lintels, beams fascia etc. including centring and shuttering complete (HSR 11.98)\n \n\n | 8.57 | square metre | |
| 17 | 17 | Terracing consisting of tiles 22.86 cm X 11.43 cm X 3.81 cm laid over 87.50 mm mud filling on a layer of 25 mm mud plaster and an other layer of mud mortar for laying the tiles, including two coats of bitumen laid hot at 1.65 kg per sqm on top of R.C.C slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc. (HSR 13.13) | 179.76 | square metre | |
| 18 | 18 | Semi-corrugated asbestos sheet roofing 7mm thick sheets fixed with G.I. hooks and bolts, limpet and bitumen washers complete, fixed in position, excluding the purlins, rafters and trusses. (HSR 13.21) | 64.1 | square metre | |
| 19 | 19 | Top khurra 0.6 m X 0.6 m for rain water pipe in 25 mm thick cement concrete 1:2:4 over 50 mm thick cement concrete 1:8:16 (HSR 13.50) | 4 | each | |
| 20 | 20 | Bottom khurra on ground 1.2 m X 0.6 m consisting of brick-on-edge laid in cement mortar 1:3 over 75 mm cement concrete 1:8:16 including 12 mm thick cement plaster 1:3 (HSR 13.57) | 4 | each | |
| 21 | 21 | Cement concrete 1:2:4 gola 10 cm X 10 cm quadrant along junction of roof with parapet wall finished smooth, where specially specified (HSR 13.64) | 56.39 | mtr | |
| 22 | 22 | Providing and fixing PVC rain water pipe pressure of ISI mark in cement mortar during masonry work\n(a) 100 mm dia PVC pipe 6 kg. pressure\n (HSR 13.89(a) | 17.07 | mtr | |
| 23 | 23 | Providing and fixing PVC bend ISI mark\n(a) 100 mm dia PVC bend (HSR 13.90(a) | 8 | each | |
| 24 | 24 | Dry brick-on-edge paving sand grouted over 50 mm thick rammed brick aggregate 40 mm gauge (HSR 14.21) | 163.04 | square metre | |
| 25 | 25 | Brick –on-edge flooring laid in cement sand mortar 1:4 on 75 mm thick cement concrete 1:8:16 and 100 mm sand filling and cement pointed 1:2 on top (HSR14.23) | 223.8 | square metre | |
| 26 | 26 | 10 mm thick cement plaster 1:3 (HSR 15.2) | 41.84 | square metre | |
| 27 | 27 | Cement rendering on plaster 1 mm thick (HSR 15.75) | 41.84 | square metre | |
| 28 | 28 | 12 mm thick cement plaster 1:6 on walls (HSR 15.7) | 47.66 | square metre | |
| 29 | 29 | 15 mm thick cement plaster 1:6 on the rough side of single or half brick wall (HSR 15.12) | 170.75 | square metre | |
| 30 | 30 | 15 mm thick cement plaster 1:6 on the rough side of single or half brick wall\n (at first floor) (HSR 15.12+note) | 25.64 | square metre | |
| 31 | 31 | Cement pointing 1:2 deep variety on brick and tile work (HSR 15.60) | 204.75 | square metre | |
| 32 | 32 | Cement pointing 1:2 flush on flat brick flooring (HSR 15.71) | 179.76 | square metre | |
| 33 | 33 | Cement pointing on stone slab pavement with cement mortar 1:2 (HSR15.73) | 80.54 | square metre | |
| 34 | 34 | 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 16.1) | 6.02 | square metre | |
| 35 | 35 | Applying pink primer or aluminium priming coat on wood work including preparation of surface, knotting and stopping, etc. (HSR 16.2)\n | 6.02 | square metre | |
| 36 | 36 | 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 16.3) | 283.42 | square metre | |
| 37 | 37 | Applying priming coat with metal primer on new steel or iron work including preparation of surface (HSR 16.9) | 277.4 | square metre | |
| 38 | 38 | White washing three coats (HSR 16.48) | 423.16 | square metre | |
| 39 | 39 | Commercial hard wood such as hollock, champ, chikrassy and chaplash etc. ( Non coniferous timber other than teak conforming to I.S. specification No. 1003 kiln seasoned) wrought, planed and fixed in position (HSR 17.8)\n | 1.25 | cum | |
| 40 | 40 | Commercial hard wood such as hillock, champ, chikrassy and chaplash etc. (Non coniferous timber other than teak conforming to I.S. specification No. 1003 kiln seasoned) wrought, planed and fixed in position \nNote:- extra for built in fixtures involving the joints. (HSR 17.8+note) | 4.98 | cum | |
| 41 | 41 | Providing and fixing sliding bolt with nuts and screws, etc., complete-\n(c) aluminium (ii) size 250 mm X 16 mm {(HSR 17.83(b)-ii)} | 1 | each | |
| 42 | 42 | Factory manufactured solid flush door shutters, with block board core as per I.S. No. 1659-1969 bonded with water proof type phenol formaldehyde synthetic resin, hot-pressed, conforming to I.S. 2202 part I and II, fixed in position, including iron hinges, screws, chocks/cleats and stops, etc., ( excluding the cost of any fittings other than specified above, but including labour for fixing the same in position)-\n(a) commercial veneering with vertical grains or cross bands and face veneer on both sides commercial facing with laminated core and lipped edges :-(iii)35 mm thick {(HSR 17.93 (a)-iii)} | 2.51 | square metre | |
| 43 | 43 | Structure steel work in angles, tees and flats, welded including cutting fixing all gusset plates, bolts, nuts, welding rod, etc. with hoisting and creating in position:-\nFor roof trusses, well kerbs, plates and trussed girders, etc., of any span for buildings and bridges. (HSR 18.7)\n\n | 2.12 | Qtl. | |
| 44 | 44 | Wrought iron and mild steel (using angles, flats, square bars, tees and channels) ladders, grills, gratting frames, window guards, iron doors, complete (HSR 18.12) | 11 | Qtl. | |
| 45 | 45 | Supplying, hoisting and placing in position tubular trusses including runners, purlins, consisting of steel tubes conforming to I.S. specifications of tested quality duly welded with fillet welds 6 mm thick through-out including wind bracing. Open end of pipe sealed with 3 mm thick plate including the cost of nuts and bolts where bolts connections are specified at flange joints including one coat of ready mixed red oxide zink cromate primer of approved quality assembling and fixed in position complete in all respect.(HSR 18.14) | 6.8 | Qtl. | |
| 46 | 46 | Fe-500 D TMT steel bars for R.C.C., works, where not included in the complete rate of R.C.C. , including bending ,binding and placing in position complete.(HSR 18.22) | 63.42 | Qtl. | |
| 47 | 47 | Earth filling under floors with dune sand ( tiba sand), brought from out side ( any lead), in 15 cm layer including laying, dressing, watering ramming, consolidating, excavation, carriage, loading, unloading and compensation, etc., complete.(NS) | 198.13 | cum | |
| 48 | 48 | Providing and fixing IRC fabric 25 mm x 25 mm square mesh with 2.70 mm to 3.25 mm dia wire fixed in MS frame including 3 mm thick flat iron cover moulding of 12.5 mm width fixed with machine screws welded complete in all respect (NS) | 1233 | kg | |
| 49 | 49 | Providing & fixing ¾” dia MS pipe for making frame for IRC fabric of size 1”x1” including cutting, welding & base plate, fixed in position, complete in all respect as directed by Engineer-in-charge (NS) | 793 | kg | |
| 50 | 50 | PH work item (50 to 82)\nExcavation for pipe lines running under pressure in trenches and pits, in open areas, where disposal of surplus earth is done alongwith the alignment including trimming & dressing sides, leveling of beds of trenches to correct grade, cutting joint holes, cutting trees and bushes, etc., refilling consolidation and watering of refill, in 15 cm layers and restoration of unmetalled or unpaved surface to its original condition, including the cost of dewatering of rain water, diversion of traffic, night signals, fixing caution boards, watching, fencing etc., and outside the town in ordinary soil:- (HSR 6.8[a])\n(a) without timbering and shoring up 1.5 metres depth\n\n | 25.47 | Cubic\nmetre | |
| 51 | 51 | Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.41) | 0.28 | cubic\n meter | |
| 52 | 52 | Cement concrete 1:2:4 with stone aggregate 20mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement , but including centring and shuttering, laid in position , complete in all respects (HSR 10.82)\n(at first floor) | 0.23 | cubic meter | |
| 53 | 53 | Extra over item Nos. 10.79 to 10.94 , if 1:1.5:3 mix is used, instead of 1:2:4 {HSR 10.95(a)} | 0.23 | cubic meter | |
| 54 | 54 | First class brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level (HSR 11.7) | 0.19 | cubic meter | |
| 55 | 55 | 12 mm thick cement plaster 1:6 on walls (HSR 15.7)\n(at first floor) | 2.79 | Square meter | |
| 56 | 56 | Steel work, fixed independently without connecting plates, including cutting hoisting and fixing in position in:- {HSR 18.1(a)}\n(a) R.S. Joist | 1.36 | quintal | |
| 57 | 57 | Fe-500 D TMT steel bars for R.C.C., works, where not included in the complete rate of R.C.C. , including bending ,binding and placing in position complete (HSR 18.22) | 0.28 | quintal | |
| 58 | 58 | Labour for laying, jointing, fixing and testing G.I./P.V.C./W.I. pipe lines and specials tees, bends, sockets elbows etc. inside building and testing etc. complete including cutting threading. {HSR 28.18(b)}\nINCLUDING COST OF SPECIALS\n(i) 15 mm internal diameter of pipe line | 4.57 | meter | |
| 59 | 59 | (ii) 20 mm internal diameter of pipe line\n | 24.38 | meter | |
| 60 | 60 | (iii) 25 mm internal diameter of pipe line | 9.14 | meter | |
| 61 | 61 | Labour for laying, jointing, fixing and testing G.I./P.V.C./W.I. pipe lines and specials tees, bends, sockets, elbows etc. in trenches in the ground, cutting, threading and testing etc., complete. {HSR 28.19(c)}\n(c) 25 mm internal diameter of pipe line | 45.72 | meter | |
| 62 | 62 | Extra for fixing and jointing union couplings in G.I and W.I pipe lines. {HSR 28.21}\n(a) 15 mm internal diameter | 1 | each | |
| 63 | 63 | (b) 20 mm internal diameter | 1 | each | |
| 64 | 64 | (c) 25 mm internal diameter | 1 | each | |
| 65 | 65 | Cutting holes up to 23 cm through stone masonry or brick work in cement walls for pipes and making good including repointing, replastering and finishing according to existing finish where required. {HSR 28.24(b)}\n(b) 22.86 cm thickness of walls\n\n | 3 | each | |
| 66 | 66 | Cutting holes up to 23 cm square for pipes in floor and roofs of cement concrete reinforced concrete or reinforced brick work and making good including repointing, replastering, replacing bitumen and colour or white washing where required. {HSR 28.26(b)}\n(b) 115 mm thickness of roof of floor\n | 2 | each | |
| 67 | 67 | Fixing and jointing gun metal peet valves (heavy pattern) with hand wheels, on G.I pipelines laid in the ground or inside buildings including cartage from divisional stores or nearest railway station to site of works. {HSR 28.29}\n(b) 20 mm internal diameter\n\n\n | 1 | each | |
| 68 | 68 | (c) 25 mm internal diameter | 1 | each | |
| 69 | 69 | Making connection with the existing G.I branch main up to 40 mm size including cutting and threading pipe etc., complete excluding cost of tee and long screw, but including cartage of material to site. (HSR 28.34) | 1 | each | |
| 70 | 70 | Constructing brick masonry inspection chambers sizes as given below up to 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 percent lime mortar2:3 in foundation cement concrete 1:2:4 benching 12 mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2:4 slab 100 mm thick/C.C. topping. 50 mm thick with 455 mm x 455 mm/ 455 mm x 610 mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I specification painted with 3 coats of black bitumastic superior paint complete as per standard design. {HSR 29.84(c)} \n(c) size 600 mm x 900 mm inside ( with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg. With R.C.C. slab) | 1 | Each | |
| 71 | 71 | Providing and fixing in position 15 mm i/d C.P brass bib cocks of best quality ( as required by the Engineer-in-charge) {HSR 30.75 (c)}\n(c) bib cock | 2 | Each | |
| 72 | 72 | Providing and fixing HDPE WATER STORAGE TANKS of sintex, diplas O.K. Supreme make with covers/ lids marked with IS: 12701 on roof top of buildings including cost of hoisting and placing in position, making connections with inlet and outlet pipes, providing overflow & scour provisions with suitable plug on scour pipe including cost of nipples, washers, flanges for connections in tanks complete in all respects to the satisfaction of Engineer-in- Charge. (HSR 30.119)\n1000 Ltr. Capacity | 1 | Each | |
| 73 | 73 | Supply of GI pipe 'B' Class ISI Marked Ravindra/Jindal/BST/Parkash(Surya) Make. (NS)\n(i)15 mm i/d | 4.57 | Mtr. | |
| 74 | 74 | (ii)20 mm i/d | 24.38 | Mtr. | |
| 75 | 75 | (iii)25 mm i/d | 54.86 | Mtr. | |
| 76 | 76 | Supply of GI Union Couplings of UNIK/UNCO make . (NS)\n(i) 15 mm i/d | 1 | Each | |
| 77 | 77 | (ii) 20 mm i/d | 1 | Each | |
| 78 | 78 | (iii)25 mm i/d | 1 | Each | |
| 79 | 79 | Supply of Gun Metal Peet Valve ISI Marked of DRP/Leader/Bajaj make (NS)\n(a) 20 mm i/d | 1 | Each | |
| 80 | 80 | (a) 25 mm i/d | 1 | Each | |
| 81 | 81 | Supply of PVC pipe 6 kg/cm² pressure of ISI marked of Prince / Supreme make (NS)\na)110mm o/dia (4” i/dia) size\n\n\n\n | 3.05 | metre | |
| 82 | 82 | Providing and fixing PVC Gully traps of 4" i/d size of Prince/Supreme/Skipper make complete in all respect. (NS) | 1 | each | |
| 83 | 83 | Electric work item (83 to 109)\nWire & Cables \nS/E of PVC of copper insultated and sheated 2 core circular flexible wire:-\n(i)(d) Size 1.50 sqmm (48/0.20mm) (HSR 31.9) | 30 | Mtr. | |
| 84 | 84 | S/E of blanking sheet in existing distribution board. (HSR 31.16) | 2 | Each | |
| 85 | 85 | S/E of MCBs/isolator 240/415 V in existing distribution board including making necessary connections :-( HSR 31.17 )\n6 to 32 amp. MCB SP | 5 | Each | |
| 86 | 86 | 32 amp. MCB SPN | 1 | Each | |
| 87 | 87 | S/E of fittings Accessories \n (xxvi) S/E of hexogonal M.S. box 1.60 mm thick having each side 8 cms, 7.5 cms deep, top covered with M.S. lid by means of screws including 10 mm dia 30 mm long mild steel rod made into suitabe suspension hook and erected in R.C.C. slab for ecrection of fan, the bottom covered with 3 mm thick bakelite sheet with suitable holes, painting etc. complete with all labour and material required to complete the job.(HSR 31.18) | 12 | Each | |
| 88 | 88 | PIPE LAYING: \nSupply and erection of pipe for wiring purposes including bends inspection boxes etc. where necessary and painting as required :-(HSR 31.21)\n(xxi) Heavy gauge welded conduit pipe 20 mm dia 1.60 mm thickness on flushed. | 100 | Meter | |
| 89 | 89 | Earthing:- \n (i) Earthing with GI earth pipe 4.5 mtr long and 40 mm dia with masonry enclosures on the top etc as required.\n (HSR 31.22) | 1 | Each | |
| 90 | 90 | (xii) Pdg. & laying earth connections from earth electrode with 4.00mm dia GI wire in 15mm dia GI pipe from earth electrode as required. | 7 | Mtr | |
| 91 | 91 | (xvi) Pdg. & laying earth connections from earth electrode with 4.00mm dia GI wire on surface from earth electrode as required. | 1 | Mtr | |
| 92 | 92 | Supply & erection of under ground cable 1 metre below ground level covered with sand and bricksincluding necessary connection, digging and refilling of trenches.\n(v) 16 sqmm 2 Core Cable (armoured) (HSR 31.25) | 50 | Mtr | |
| 93 | 93 | Supply & erection of under ground cable loose in existing pipe of trenches complete with necessary connection.\n(v) 16 sqmm 2 core cable (armoured) (HSR 31.26 ) | 10 | Mtr | |
| 94 | 94 | Street light:-\n (xv) Supply and erection of 32 mm dia meter 1.5 m long bracket (B-Class) making an angle of 10 to 15 with horizontal plane for mounting street light fitting fixing of G.I. bracket on wall with 2 Nos. 32 mm x 3 mm thick M.S. clamps including cost of cutting, welding of G.I. pipe complete with cement sand mixture, bolts an nuts etc. including necessary connections. (HSR 31.30) | 2 | Each | |
| 95 | 95 | S/E of PVC unsheathed copper conductor cable single core 1100 volts grade in pipe of suitable size excluding cost and erection of pipe.( HSR 31.40 )\nCable Size 1.5 sqmm (3/0.81) | 250 | Mtr | |
| 96 | 96 | Cable Size 2.5 sqmm (3/1.05) | 30 | Mtr | |
| 97 | 97 | S/E of double door sheet steel enclosure d/B suitable for MCB and ELCB etc recessed in wall i/c bonding to earth with all labour and material required to complete the job in all respect upto to the entire satisfaction of EIC.( HSR 31.41 )\n(ii) 8 Way SP&N (Horizontal) | 1 | Each | |
| 98 | 98 | Pdg. & fixing modular type accessoriesm of app. Make in existing box including fixing and making necessary connections complete in all respect.( HSR 31.56 )\n10 amp. Switch | 31 | Each | |
| 99 | 99 | 20 amp. Switch | 1 | Each | |
| 100 | 100 | 10 amp. Socket | 1 | Each | |
| 101 | 101 | 16 amp. Socket | 1 | Each | |
| 102 | 102 | Fan Regulator | 12 | Each | |
| 103 | 103 | Blinking plate | 2 | Each | |
| 104 | 104 | Pdg & fixig GI concealed sheet metal boxes with inner and outer face plate including concealing the box in wall and fixing in position with inner plate with all labour and matrial required for the job.(HSR 31.57)\n 3 Modules | 2 | Each | |
| 105 | 105 | 12 Modules | 4 | Each | |
| 106 | 106 | S/E of AC ceiling fan capacitor type complete with shackle, 300 mm down rod with 5 stare rating.\n(i) 1200 mm sweep. Make: Usha, Orient, Crompton (NS) | 12 | Each | |
| 107 | 107 | S.I.T.C. of street ligh of system volage = 60 watt I.P. 66 Multple LED with lens optics and pressure die cast aluminium housing for effective thermal management. Total system lumen of 60 watt LED should be =6500 in cool day light (5000 to 6000 K). Lemen efficiency 951 m/w, power factor=0.95, CRI =70, Average life = 50000 hours. complete all accessories as required with connections. Make:- Philips, Havells, Wipro, Bajaj, HPL (NS) | 2 | Each | |
| 108 | 108 | S.I.T.C. of surface/wall mounted LED = 20 watt 4 feet long fitting with Epoxy powder coated white/Gray fitting with Epoxy powder coated white/Grey extruded aluminium channel housing for efficient heat dissipation. Total system lumen of 20 watt LED should be = 2000 or above in cool day light (5700 K to 6500 K) poweder factor = 0.95 CRI Make:- Philips, Havells, Wipro, Bajaj, HPL (NS) | 18 | Each | |
| 109 | 109 | S.I.T.C. of Astronomical Digital time switch with specifications Enclosed in an Enclouser having programmable every 1 miniute, with back up of 6 years, 28 memory locations, current capacity 16 amp. Weekly programme with 1 change over (1 CO), total 28 programes including the cost of petty material required to complete the job upto entire satisfaction of Engineer-in-Charge.\nMake: Indoasian, L&T, Legrand, (NS) | 1 | Each |
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