Construction of Agronomy Laboratory in Cotton Research Area for the Department of Genetics and Plant Breeding at CCS HAU, Hisar

Amount

Civil work 1 to 39:- 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)

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)

Providing & applying a coat of residual petroleum bitumen of grade of VG-10 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)

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)

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies (HSR 6.30.3)

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 below 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, overlaps, 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 kg or more. (HSR 6.33.6)

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 1:6 (1 cement: 6 coarse sand) (HSR 7.21.2)

Brick work with common burnt clay non-modular bricks of class designation 10 .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)

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platfonns, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1 :4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels Granite of any colour and shade Area of slab over 0.50 sqm (HSR 8.26.2.2)

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 9.10.1)

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 (1 cement: 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)

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 12 mm 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)

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 (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. (HSR 9.48) Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/opening (cut outs) having area less than 0.30 sqm. The calcium silicate ceiling tile shall have NRC value of 0.50 (Minimum), light reflection > 85%, noncombustible as per B.S. 476 part IV, 100% humidity resistance and also having thermal conductivity <0.043 w/mK.

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. 110 mm diaMeter (HSR 9.57.2)

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 10mm gap for thermal expansion. Single push fit Coupler 75 mm (HSR 9.58.2.1)

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 fixing of Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 ( 1 cement : 4 coarse sand) : 25 mm thick (HSR10.37.1 )

Providing and fixing of Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. (HSR 10.38)

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 mm cement plaster on rough side of single or half brick wall of mix: 1 :6 (1 cement: 6 coarse sand) (HSR 11.9.2)

Pointing on brick work or brick flooring with cement mortar 1 :3 (1 cement : 3 fine sand): Flush / Ruled/ Struck or weathered pointing (HSR 11.25.1)

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)

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

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)

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 12.36.1)

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)

Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 300x16 mm (HSR 12.65.1)

Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 75 mm (HSR 12.69.3)

Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS : 363 with necessary screws etc. complete : 150 mm (HSR 12.70.1)

Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size). (HSR 13.1.1 )

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)

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 5.5 mm thick glass panes (HSR 13.10.2)

Earth filling under floors with dune sand (tiba sand)/earth, brought from outside (any lead), in 15 cm layer including laying, dressing, watering ramming, consolidating, excavation, carriage, loading, unloading and compensation, etc., complete. (NS)

Providing and fixing 12 mm thick Bison board panel for cabinet shutters in M.S. frame (excluding cost of M.S. frame) of approved make, shade & colour including cutting, nails, screws etc. fixed in position, complete in all respect as directed by Engineer-In charge. (NS)

Public health 40 to 68:- Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil Pipes, cables etc, not exceeding 80 metre (HSR 4.16.1.1)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level: (HSR 6.14.1) 1 : 1. 5: 3 ( 1 cement : 1. 5 coarse sand (zone-Ill): 3 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies (HSR 6.30.3)

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. Hot rolled deformed bars (HSR 6.34.4)

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (HSR 13.27)

Extra for fixing and jointing union couplings in G.I. and W.I. pipelines 20 mm internal diameter (HSR 20.23.2)

Extra for fixing and jointing union couplings in G.I. and W.I. pipelines 32 mm internal diameter (HSR 20.23.4)

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 11.43 cm thick wall (HSR 20.26.1)

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 22.86 cm thick wall (HSR 20.26.2)

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 20 mm internal diametre (HSR 20.31.2)

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 32 mm internal diametre (HSR 20.31.4)

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 20.36)

Constructing brick masonry inspection Chamber sizes as given below up to 0.60 metre average depth in cement mortar 1 :5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1 :2:4 benchingb 12mm 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/cement concrete topping, 50mm thick: with 455mmx455mm / 455mm x610mm inside light duty C.I. inspection chamber cover and frame weight as per 1.5.1. specification painted with 3 coats of black bitumastic superior paint complete as per standard design. Size 600 mm X900 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with R.C.C. slab) (HSR 21.84.3)

Providing and fixing white vitreous chinaware laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required : Size 600x450x200 mm (HSR 22.6.2)

Providing and fixing 40mm i/d G.I. waste pipe embedded in walls up to floor level including cost of union and plumber joint. (HSR 22.16)

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal outer dia Pipes (HSR 22.86.2)

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 32 mm nominal outer dia Pipes (HSR 22.87.4)

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore (HSR 22.103.3)

Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore (HSR 22.106.1)

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.Bm long complete as per standard design. With common burnt clay non-modular bricks of class designation 7.5 (HSR 22.171.1)

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS: 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (HSR 22.181)

Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing. Single Socket Type B 110 mm old SWR UPVC pipe lines laid complete (HSR 22.222.2.2)

Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing. Single Socket Type B 90 mm old SWR UPVC pipe lines laid complete (HSR 22.222.2.3)

Supply and fixing of PVC floor traps (Heavy duty) of 90 mm o/dia outlet of Prince /Supreme/Skipper make, complete in all respect. (NS)

Supply and fixing of PVC gully traps (Heavy duty) of 100 mm dia size ( 4") with cover and frame of Prince/Supreme/skipper make complete in all respect. (NS)

Supply of CPVC Union couplings with brass internal fittings, complete in all respect. (NS) For 20 mm nominal outer dia Pipes

Supply of CPVC Union couplings with brass internal fittings, complete in all respect. (NS) For 32 mm nominal outer dia Pipes

Supply of CPVC control valves with brass internals of Prince/Supreme/Skipper make . (NS) 20 mm dia

Supply of CPVC control valves with brass internals of Prince/Supreme/Skipper make . (NS) 32 mm dia

Electrical work 69 to 99:- 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)

COPPER WIRING WITH MODULAR SWITCHES IN PVC CONDUIT 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 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)

Supply and erection of PVC conduit pipe 1.6 mm thick , ISI marked surface/recessed in slab/wall/ceiling etc. including cost of PVC bends, inspection box and all other material required to complete the job in all respect up to the entire satisfaction of Engineer-in-Charge of work.(HSR 23.7.6.2) PVC pipe of 25 mm dia.

Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. step type Fan Regulator 2 modules 300 watt (HSR 23.8.11.7)

Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. Blanking plate (HSR 23.8.11.10)

MCCB ,DISTRIBUTION BOARDS, MCB's, RCCB's, CHANGE OVER etc 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)

MCCB ,DISTRIBUTION BOARDS, MCB's, RCCB's, CHANGE OVER etc. 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 TPN DB Horizontal type Double Door 4 way ( 8 incoming and 3phase*4 outgoing) (HSR 23.22.4.5)

Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:-(HSR 23.22.5.1) SP MCB 6-32 AMP

Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 40 amp to 63 amp. TP (HSR 23.22.5.6)

EARTHING AND LIGHTENING ARRESTOR Earthing with GI earth pipe 4.5 m long and 40 mm dia with masonry enclosure on the top etc. as required . (HSR 24.1.1)

EARTHING AND LIGHTENING ARRESTOR Extra for using salt and charcoal / coke for pipe earth electrode as required. (HSR 24.1.2)

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

Providing and fixing 4.00 mm dia G1. Wire on surface or in recess for loop earthing as required (HSR 24.1.13)

Supply and erection of under ground cable 1 meter below ground level with sand and bricks complete with necessary connecitons:- Havells, KEI (NS) Size 4x25 sqmm (Armoured)

Supply & erection of under ground cable lose in existing pipe or trenches complete with necessary connecitons:- Havells, KEI (NS) Size 4x25 sqmm (Armoured)

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

S/E of reccessed type≤42 watt full window glare free opal diffuse 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 dry light (5600K to 6500 K), Power factor>0.95, CRI (Ra)>80, LED lamp efficiency≥140lm/w, Average life>50000 hours, complete with all accessories (Industrial). Make: Bajaj, Havells, Philips (NS)

Providing and installing split type air conditioners five star rating inverter type with copper coil 1.5 ton capacity ±10% fitted with super tropical - DC PAM inverter- return cooled rotary compressor operating on referigerent R-410/R-32 suitable for wall mounting confirming to IS:1391 (Part-2)/92 (except power consumption norms) with upto date amendments suitable for operating on 230 volts 50 Hz single phase AC supply having following specifications :- i) Cooling coil row -3 Nos. ii) Air flow (CMH)-1450 cum/hr iii) Sound level (H/M/L)- 41/38/34/25 (silent mode) iv) Louvers swing - 3D+3D auto etc. complete in all respect. Make O General/Hitachi/ Mitsubishi (Heavy Industries) five star rating model as approved by the Engineer-in-charge. (NS)

Providing and installation of automatic voltage stablizer of single phase 5.00 KVA capacity copper wound heavy duty 100 Volt up of Logicstate/ Voltage/Bluestar/ V-guard make ISI marked complete in all respect. (NS)

Providing and fixing in position powder coated MS stand for outdoor units of air conditioners including suitable nuts & bolts etc. of best quality complete in all respect. (NS)

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 coating in grey or required shade after rinsing the panel having PU/ Neoprene rubber gasket of not less than 3 mm thickness separate detachable gland plate MS base channel hinged door with interlocking arrangements 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 items side walls and cable alley compartments shall be having bolted type doors with detachable extension type structure, the panel will be complete with control wiring (copper) and fuse protection (only outer area on all sides be measured). (NS)

Carriage & erection 9M PCC pole carried from university store to required site complete in all respect required to complete the work in all respect. (NS)

S/E of ACSR 50 sqmm (rabbit) complete in all respect. (NS)

S/E of LT shackel insulators complete in all respect. (NS)

S/E of nut & bolts with washer suitable for 9mtr PCC pole complete in all respect. (NS)

S/E of D strap made up of MS flat 40 x 5 mm complete in all respect. (NS)

S/E of Guarding angle 40 x 40 x 5 mm complete with half clamp complete in all respect. (NS)

S/E of GSL wire 8 SWG complete in all respect. (NS)

S/E of stay set complete with iron material, full clamp, egg insulator, stay wire 7/8 SWG etc complete in all respect. (NS)

SUNIL KUMAR CONTRACTOR

SHRI RAM CONTRACTOR AND SUPPLIER