Construction of toilet behind OSD SVCs rooms in the premises of Fletcher Bhawan at CCS HAU, Hisar (including public health and electrical works)

Amount

Civil work 1 to 48:- 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)

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 Meters lead as per direction of Engineer-in-charge. In cement mortar (HSR 5.7.4)

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 Meters lead as per direction of Engineer - in - charge. Nominal concrete 1: 1.5:3 or richer mix (i/c equivalent cum design mix). (HSR 5.23.1)

Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. (HSR 5.27)

Removing old broken/serviceable glass of any thickness or size or description except polished plate glass from old wood or metal frames etc.(any thickness or size) hacking out old putty etc. including making good breakages in talking out and handling complete (HSR 5.51)

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)

Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing. 1:1½:3 (1 Cement: 1½ coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size) (HSR 6.3.1)

Making plinth protection 50mm thick of cement concrete 1 :3:6 (1 cement : 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)

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-1 O of approved quality using 1. 7kg per square Meter on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. (HSR 6.10)

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)

Horizontal (HSR 6.12.2)

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 shelves.(HSR 6.30.4)

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers sqm 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 or more. (HSR 6.33.6)

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)

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)

Painting top of roofs with bitumen of approved quality @ 17kg per 1 O sqm 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 -1 O. (HSR 9.10)

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 designation10. (HSR 9.11)

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)

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 20mm 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)

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 1 O mm gap for thermal expansion: (HSR 9.58.2)

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 rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1 :4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc.,complete. (HSR 10.61)

Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1 :3 (1 cement : 3 coarse sand) and jointing with grey cement slurry@ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. (HSR 10.62)

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1 :4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 800x800 mm. (HSR 10.63.3)

Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1 :3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 800x800 mm. (HSR 10.67.3)

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)

12 mm cement plaster of mix: 1 :6 (1 cement: 6 fine sand). (HSR 11.5.4)

15 mm cement plaster on the rough side of single or half brick wall of mix : 1 :6 (1 cement: 6 fine sand). (HSR 11.6.2)

20 mm cement plaster of mix : 1 :4 (1 cement: 4 fine sand). (HSR 11.7.1)

Pointing on tile brick work with cement mortar 1 :3 (1 cement : 3 fine sand): Flush/ Ruled/ Struck or weathered pointing. (HSR 11.26)

Pointing on stone slab ceiling with cement mortar 1 :2 (1cement : 2 fine sand): Flush/ Ruled pointing. (HSR 11.29)

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)

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade: New work (two or more coats) over and including water thinnable priming coat with cement primer. (HSR 11.64.1)

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

Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 litre/1 O sqm over and including priming coat of exterior primer applied @ 2.20kg/10 sqm). (HSR 11.95.1)

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 aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass /stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : For fixed portion Powder coated aluminium (minimum thickness of powder coating 50 micron). (HSR 12.157.1.2)

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm). (HSR 12.159.2)

Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting 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 separately). (HSR 12.171)

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 15 mm to 18 mm thick Z-black granite stone (polished) on worktop including matching grains laid in any pattern as specified over base of 12 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade including rubbing and polishing, complete (NS)

Providing edge single molding to 17-20 mm thick granite stone counters, vanities etc. including machine polished to edge to give high finish etc., complete in all respect as directed by Engineer- in-charge. (NS)

Providing and fixing aluminium louvers fixed in window frame, complete in all respect as directed by Engineer- in-charge. (NS)

Public health work 49 to 99:- 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. exceeding 80 mm dia. but not exceeding 300 mm dia (HSR 4.16.1.2)

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 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20 mm nominal size)(HSR 6.1.2)

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)

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 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)

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 :6 (1 cement: 6 fine sand) (HSR 11.5.4)

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)

Labour for laying, jointing, fixing and testing G.1./P.V.C./W.I. pipelines and special tees, bends, sockets, elbow etc. inside building and testing etc. complete including cutting threading. Including cost ofspecials 15 mm internal diametre of pipeline (HSR 20.20.2.1)

20 mm internal diametre of pipeline (HSR 20.20.2.2)

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

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)

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, repainting, replastering, replacing bitumen and colour or whitewashing where required. 115 mm thickness of roof or floor (HSR 20.28.2)

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}

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)

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 benching 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 perstandard 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 salt glazed stone ware pipes grade 'A' in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 induding the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. 150mm i/d (HSR 21.94.2)

Cutting chases in brick masonry walls for following diameter sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concrete 1 :3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1 :4 (1 cement : 4 coarse sand) 75 mm dia (HSR 22.81.2)

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore (HSR 22.103.2)

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)

90 mm old SWR UPVC pipe lines laid complete (HSR 22.222.2.3)

Supply of CPVC pipes (Heavy duty) of Prince/Supreme/Finolex/Skipper/Astral make (as approved by the Engineer-In charge). (NS) (a) 15 mm i/dia (20 mm o/dia) size

(b) 20 mm i/dia (25 mm o/dia) size

Supply of CPVC Union Couplings with brass internals of Prince/Supreme/Skipper make . (NS) (a) 20mm dia

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

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)

Providing and fixing in position Fore Front wall hung bowl (WC) SKU Code No. K-72838 IN-O of Kohlar Make, complete in all respect. (NS)

Providing and fixing in position Karess Vassel Lavatory SKU Code No. K-2764-T-I-O of Kohlar Make, complete in all respect. (NS)

Providing and fixing in position Pure clean seat cover Fore front SKU Code No. K-96001 of Kohlar Make, complete in all respect. (NS)

Providing and fixing in position Aleo Basin Mixer SKU Code No. K-72275- IN 4ND-CP of Kohlar Make, complete in all respect. (NS)

Providing and fixing Angle Value (July) crome polished SKU Code No. K-80154 IN-4-CP of Kohlar Make, complete in all respect. (NS)

Providing and fixing in position Inline Stop Valve SKU Code No. 16089- IN-CP of Kohlar Make, complete in all respect. (NS)

Providing and fixing in position C.P. Grid drain complementary SKU Code No. K-45432- IN-CP of Kohlar Make, complete in all respect. (NS)

Providing and fixing C.P. Brass (straight) Inline Stop Valve (concealed stop cock) SKU Code No. K-37340- IN-9-CP of Kohlar Make, complete in all respect. (NS)

Providing and fixing Bottal Trap SKU Code No. K-75823- IN-CP of Kohlar Make, complete in all respect. (NS)

Providing and fixing urinal with rear inlet in white SPAN Model, Code- K-26474 IN-ER-O of Kohlar Make, Complete in all respect. (NS)

Providing and fixing urinal sensor with A.C. Adoptor (AC+DC) and flushing adjustable in polished crome Patio Model Code-K-24199 IN- CO3-CP of Kohlar make, complete in all respect. (NS)

Providing and fixing in position IN-WALL-Tank Pneumatic, SKU Code No. K-77027-IN-P-NA of Kohlar Make, complete in all respect. (NS)

Providing and fixing in position CP Face Plate Pabble (for in wall tank) SKU Code No. K-54131-N-P-CP of Kohlar Make, complete in all respect. (NS)

Providing and fixing Brackets & Bolts SKU Code No. K-1224238-OM-12 of Kohlar Make, complete in all respect. (NS)

Providing and fixing Connector Assessory pack SKU Code No. K-1046327-S of Kohlar Make, complete in all respect. (NS)

Providing and fixing looking mirror 5.0 mm thikc of size 4'-0" x 2'-6" mounted on asbestos sheet ground fixed in position by means of 4 Nos. C.P. brass screws and washers on rubber washers and rawl plugs embeded in wall or CP brass clamps with CP brass screws etc. complete in all respect. Make:- Saint Gobin/MODI/ATUL (NS)

Providing and fixig Towel rail 600 mm long of Jaquar Make Model No. ACN-1111-SM, complete in all respect. (NS)

Providing and fixing coat & hat hooks of Jaquar Make, Model No. ACN-1161-N, complete in all respect. (NS)

Providing and fixing in postion Paper holder of Jaquar Make, Model No. ACN-1153-S, complete in all respect. (NS)

Providing and fixing CP brass Jali 4" dia size of best quality with anti cockroch look, complete in all respect. (NS)

Providing and fixing of PVC specials of Prince / Supreme/Skipper make as per detail given below:- (NS) (i) Bend Plain 4" i/dia size

(ii) Cowl 4" i/dia size

(iii) Bend 3" i/dia size

Electrical work 100 to 108:- 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)

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 existing MS/PVC Conduit etc as required. 1 run of Size 1.50 Sqmm(1/1.40mm) (HSR 23.5.6.1)

1 run of Size 4 Sqmm(1/2.24mm) (HSR 23.5.6.3)

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 of 25 mm dia. (HSR 23.7.6.2)

Supply and erection of miniature circuit breaker/isolator 240/415 V in the existing distribution board including making necessary connections 6 amp. To 32 amp (SP) (HSR 23.22.5.1)

S/E of surface/wall mounted ≤20W integrated LED 4 feet fitting with Epoxy Powder Coated white/Grey extruded aluminium channel housing for efficient heatdissipation. Total system lumen of 20 watt LED should be ≥ 2000 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. Make:- Philips, Havells, Wipro, Bajaj (NS)

Supply of propeller type AC ventilating facn (exhaust fan) with necessary earthing arrangements of fan with shutter complete in all respect Size 300 mm (12") sweep. Make:- Orient, Usha, Havells (NS)

LAWANYA GLOBLE

ARYA CIVIL STRUCTURES