Development of Mela Ground (i.e. const. of boundary wall, interlocking paver blocks path, parking area, toilet block, rain water harvesting system, electrical services etc.) in Farm Area near Gate No. 3 in the premises of CCS HAU, Hisar.

Amount

Civil work 1 to 51:- Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. (HSR 4.1)

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. All kinds of soil (HSR 4.12.1)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. (HSR 4.32)

Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of: T' or 'L' iron or pipe (HSR 5.36.1)

Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. (HSR 5.37)

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: 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size). (HSR 6.1.8)

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 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)

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

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

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)

Half brick masonry with common burnt clay non-modular bricks of class designation 10 .5 in superstructure above plinth level up to floor IV level. Cement mortar 1 :4 ( 1 cement :4 coarse sand) (HSR 7 .28.2)

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 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 10 mm gap for thermal expansion. Bend 87.5° 110 mm bend (HSR 9.58.5.2)

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 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)

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)

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)

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)

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)

Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws 30 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size Kiln seasoned and chemically treated Hollock wood (HSR 12.32.2.1.2)

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 sqm necessary screws (HSR 12.37.1)

30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (HSR 12.37.2)

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 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 : 300x16 mm (HSR 12.98.1)

Providing and fixing aluminium tower 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 necessary screws etc. complete 250x10 mm (HSR 12.99.2)

150x10 mm (HSR 12.99.4)

100x10 mm (HSR 12.99.5)

Providing and fixing aluminium handles, ISi marked, anodised (anodic coating not less than grade AC 1 O as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete 125 mm (HSR 12.102.1)

100 mm (HSR 12.102.2)

75 mm (HSR 12.102.3)

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 each jamb (HSR 13.3.1.1)

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)

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

In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (HSR 13.29.2)

Providing and Laying 80 mm thick ISi marked lntertocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. (HSR 17.69.2)

Constructing standard drain IV type drain complete consisting of concrete drain moulded and laid concrete foundation rendered and smooth with 6 mm thick rendering concrete to be of 1: 3: 6 by parts volume of cement sand stone bajri and rendering to be 1: 1 cement sand mortar Notes: (i) The rates given above for the type drains include in all cases for the cost of the excavation for the drain below level of top of cunnette, the timbering, shoring dewatering and dressing of the excavation to correct template and levels, the removal and disposal of all surplus soil and refilling if any as described under the head Earth work, the cost of lime concrete in foundation of the drains and of all setting out apparatus required for the work. The rates also include the cost of all curves, bends , falls junctions inlets, outlets and all other special work in the drains and expansion joints. For drains w here precast slabs are used , the rate includes for fixing and setting to correct level and templates in 1 :2 cement mortar, the joint being fin ished perfectly smooth with the faces of the slabs. (ii) All surface drains shall be finished perfectly smooth by rubbing with properly shaped steel finishing tools and t he design of all tools and appliances moulds and templates and used on the construction of the drains s hall be to the approval of the Engineer-in c harge of the work. (iii) All precast slabs s hall be cured by immersion for 10 days under water before use and all cement concrete drains moulded in site shall be flooded with water up to the tops of the bull nose edging for 10 days after construction to ensure that all concrete is thoroughly seasoned. (iv) The rates for items item 21.49, 21.50 and 21.51 house outlet connections include for all work from the plinth of the house up to the street drain where this is adjacent to the house wall, if the street drain is away from the wall the appropriate length of the house connection drain will be paid for. The rates also include for cutting Jharris in the house wall and reimbursement of the drains for forming pamalas where required and plastering the same. (HSR 21.56)

Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of sluny of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken up to 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately). For the purpose of measurement the entire treated surface will be measured. (HSR 28.16)

Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four Nos. longitudinal & 9 Nos. cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. (HSR 33.5)

Providing and fixing marble strips of size 14mm to 17 mm and 125 mm wide in cement concrete pavement and road, complete in all respects as per drawing and design or as directed by Engineer-in-Charge. (NS)

Providing and fixing factory manufactured cement concrete 1:2:4 kerb finished smooth and of size 1’-0” x 1’-0” x 0’-6” of required shape and design fixed at ground level along with road parking, complete in all respect as directed by the Engineer-in-Charge but excluding cost of cement pointing. (NS)

Earth filling under road/parking/along with boundary wall with dune sand (Tibba sand) brought from outside (any lead) in 25 cm. layer including laying, dressing, watering, rolling with road roller to specifications/ consolidating, excavation, carriage, compensation, loading and unloading, complete in all respects. (NS)

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)

Public health work 52 to 105:- 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)

Pipes, cables etc. exceeding 80 mm metre (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 cum stone aggregate 20 mm nominal size) (HSR 6.1.2)

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. 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)

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

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

CEMENT PLASTER (IN COARSE SAND) 12 mm cement plaster of mix : 1 :4 (1 cement: 4 coarse sand) (HSR 11.8.1)

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)

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

Extra for fixing and jointing union couplings in G.I. and W.I. pipelines 25 mm internal diameter (HSR 20.23.3)

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)

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 25 mm internal diametre (HSR 20.31.3)

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)

Extra for every 0.30 metre depth of Inspection chamber 600 mm x 900 mm inside (HSR 21.85.3)

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. (HSR 21.94.2) 150mm i/d

Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. (HSR 22.15)

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White vitreous chinaware Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests (HSR 22.22.1)

Providing and fixing white vitreous chinaware flat back half stall urinal of size 580x380x350 mm with white PVC flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required. Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern (HSR 22.26.3)

Range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern (HSR 22.26.4)

Providing and fixing white vitreous chinaware extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous chinaware cistern / PVC cistern (with brass fitting) into the wall with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. (HSR 22.33)

Providing and fixing 8 mm dia C.P.S.S. Jet with flexible tube up to 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. (HSR 22.38)

Providing and fixing toilet paper holder C.P. brass (HSR 22.42.1)

Providing and fixing partitions for different type of urinals. Small size 680mm x 330 mm White (HSR 22.50.1.1.1)

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)

25 mm nominal outer dia Pipes (HSR 22.86.3)

32 mm nominal outer dia Pipes (HSR 22.86.4)

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 40 mm nominal outer dia Pipes (HSR 22.87.5)

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 bib cock of approved quality conforming to IS:8931 15 mm nominal bore (HSR 22.104.1)

Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore (HSR 22.107.1)

Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore (HSR 22.108.1)

Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. (HSR 22.109)

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 best Indian make coat and hat hooks fixed into wall with C.P. brass screws and rawl plugs etc. complete including cutting and making good the walls etc. C.P Brass Two Way (HSR 22.212.1.2)

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 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)

Providing and fixing in position v.chinawarwe W.H.B (Table top) (Aviator) Italian, white of Hindware make of size 59.50 x 42 x 15.5 cm, cat No. 91207, Star white (NS)

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 25 mm nominal outer dia Pipes

For 32 mm nominal outer dia Pipes

Supply of CPVC Control/ball valves with brass internal fittings, complete in all respect. (NS) For 25 mm nominal outer dia Pipes

For 32 mm nominal outer dia Pipes

Providing and fixing PVC waste pipe 40 mm i/dia size approxmiate 3' long (Heavy duty) with coupler embeded in wall complete in all respect. Make:- Supreme/Skipper/Prince (NS)

Providing and fixing looking mirror 5.5 mm thick in differnt sizes 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 Gobain/MODI/ATUL (NS)

Providing and fixing CP grating 5" i/dia size of best quality, complete in all respect. Make:- Supreme/Skipper/Prince (NS)

Supply and fixing of PVC elbows of followings sizes of Prince/ Supreme/ Skipper make. (NS) (i)110 mm o/d (4'' i/d)

Electrical work 106 to 153:- 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 (HSR 23.5.6.1)

1 run of Size 2.5 Sqmm(1/2.24mm) (HSR 23.5.6.3)

Providing and fixing GI concealed sheet metal boxes with inner and outer face plate including concealing the box in wall and fixing in position with inner plate and face plate with all labour and material required for the job complete in all respects. 3 Modules including combined plate for Telephone and data (HSR 23.8.10.2)

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)

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. 4 pole MCCB 16 amp to 100 amp , 25 KA (HSR 23.22.1.9)

4 pole MCCB 200 to 250 amp, 25 KA (HSR 23.22.1.11)

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 12 way ( 2 incoming and 2 outgoing) (HSR 23.22.4.3)

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

6 amp. to 32 amp Double Pole (HSR 23.22.5.3)

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

Supply and erection of blanking sheet in existing distribution board. (HSR 23.22.7)

Supply and erection of Godrej Almirah typeM.S. pedestal made of 50 mm x 50 mm x 6 mm angle iron frame with 3.00 mm thick M.S. sheet covering including shutters with suitable hinges and locking arrangement with Godrej type handle including round bars . The top covering should have downward overhang of 75 mm on all sides of pedestal , having two sets of water proof ventilation holes of suitable size on the sides , at top and bottom , each set containing four Nos. holes to discharge the heat produced by the current. The shutters fixed with rubber gasket of superior quality and of suitable size to make it water proof . The pedestal duly painted both inside and outside with two coats of approved paint and primary coat and its legs are embeded upto the entire depth in 1: 2:4 cement concrete block , projected 75 mm all around the pedestal and and 200 mm above the ground level including the cost of all labour and material required to complete the job in all respect upto the entire satisfaction of the Engineer- in-charge of the work:- M.S. pedestal of size 1500 mm wide , 1800 mm high ,450 mm deep and bottom totally open , duly embeded in cement concrete block of size 1650 mm x 600 mm x 200 mm above ground level , having a base of size 1 BOO mm x 750 mm x 250 mm below ground level . (HSR 23.27.6)

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

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

Earthing with G.I. earth plate 600 mmx 600 mm x 6 mm thick including each 3772 accessories and providing masonry enclosures with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) complete as required. (HSR 24.1.3)

Extra for charcoal or coke and salt for G. I. plate or copper plate earth electrode. (HSR 24.1.5)

Supplying and laying 25mm x 3 mm G.I. strip in 40 mm dia,GI pipe as/from earth electrode including soldering etc. as required. (HSR 24.1.7)

Providing and fixing 25 mm x 3mm G.I. strip on surface or in recess for connections etc. as required with all labour and material. (HSR 24.1.8)

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

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 aluminium lugs heavy duty including crimping etc. up to the entire satisfaction of the Engineer-in-charge of the work . 16sqmm (HSR 24.2.8.4)

50sqmm (HSR 24.2.8.7)

Supply, installation, testing and commissioning of 12.5 mtr. long High Mast manufactured from B.S.E.N. 10025 or equivalent grade material in, 2 (two) section hot dip, galvanized inside and outside in single dip, suitable for wind velocity as per IS 875 Part-3 suitable for 6 nos. luminaire loading fully motorized (power tool) with starter & cable complete along with standard accessories supplied by the manufacturer with 3 nos. steel wire rope double drum system and twin dome aviation light with LED without foundation but including cost of set of foundation nut and bolts, installation at site complete in all respect upto entire satisfaction of Engineer-in-Charge Thickness of Top and Bottom Section = 3 mm (minimum) Top Dia= 150 mm and Bottom Dia= 360mm Thickness of Galvanization - Top = 65 micron (minimum) and Bottom = 85 micron (minimum) (NS)

S/E of underground cable XLPE LT CABLE aluminium conductor armoured with Laying of underground cable 1 metre below ground level covered with sand and bricks including excavation and refilling , compaction of trenches with water complete in all respect.. .(NS) 16 sqmm 2 core cable (armoured)

16 sqmm 4 core cable (armoured) (NS)

50 sqmm 4 core cable (armoured) (NS)

S/E of underground cable XLPE LT CABLE aluminium conductor armoured with Laying of underground cable laid loose in pipe / trench / trays including excavation and refilling , compaction of trenches with water complete in all respect.. .(NS) 16 sqmm 2 core cable (armoured)

16 sqmm 4 core cable (armoured) (NS)

50 sqmm 4 core cable (armoured) (NS)

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

S/E of surface/wall mounted ≤20W integrated LED 4 feet 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 (5700K to 6500K), Power factor >0.95, CRI >80, Average life >50000 hours. Complete with mounting Brackets & accessories as required with connections(Industrial) Make: Philips, Havells, Wipro, Bajaj. (NS)

Supply of propeller type AC ventilating fan (exhaust fan) with necessary earthing arrangements of fan with shutter complete in all respects Size 300mm(12”) sweep 900 rpm Make: Orient, Usha, orient, Havells. (NS)

SITC of astronomical time switch degree of protection IP 20 two module voltage 230 V AC, 50 Hz Astronomical programmable every one minute back up of 6 years 28 memory locations, current capacity 16A with 1 changeover (ICO) total 28 programmes. Ambient temperature -10 degree to +55 degree with 32 amp. contactor three phase with 32 amp. DP MCB and 25 amp. SP MCB. Make: Indo Asian, Philips, Havells, Wipro, Bajaj (NS)

S/E of LED flood light fitting 240 watt with IP 66 Multiple LED with lens optics, non-integral LED driver and pressure die-cast aluminium housing for effective thermal management. Total system lumen of ≥240 watt LED should be 25200 or above in cool day light (5700K), Lumen efficacy > 140 lm/w, Power factor ≥0.95, Average life ≥50000 hours, complete with all accessories as required with connections. Make Havells/Bajaj/Philips (NS).

S.I.T.C. of Solar PV Poly- Crystalline Modules of 335Wp Capacity having Anti-PID IP67 rating, average ≤ 0.75% Annual degradation of Modules, 10 years product manufacture warranty and 25 years Linear Power warranty including the cost of all petty material required to complete the job upto entire satisfaction of EIC. Make: Waaree/ Vikram/ Adani (NS)

S.I.T.C. of Module Mounting Structures (Hot Dip Galavanised) having 5 yrs system warranty and the Structure Tilt: 10- 12 degrees, Suitable to windstand wind speed of 150Km/hr including the cost of all other petty material required to complete the job upto the entire satisfaction of EIC. Note: The minimum height of inclined Panel will be 9’ clear from the finished floor level. Make: Jindal Hisar/ Hindalco/ Sail (NS)

P/F of Civil Pedestals of suitable size & height to accommodate the module mounting structures to house the solar PV Modules with M-20 grade (NS)

S.I.T.C. of String Inverter - 20 KWp + Remote Monitoring +Surge Protection Device on both AC &DC side having 5 yrs. Warranty, inverter stub with outdoor mounting and all other petty material required to complete the job upto the entire satisfaction of EIC. Make: ABB/ Hitachi/SMA (NS)

S.I.T.C. of Lightning protection system based on proactive Early Streamer Emission(ESE) technology confirming to NFC 17-102 and UNE 21186 Standards. Non-electronics based device shall emit electromagnetic impulse in the form of a streamer into the air microseconds earlier than naturally. Device confirming to NFC17-102 standards. The device mounted at least 5 meter clear to the highest point on the rooftop, Covering Radius -107 meter. Make: JMV (NS)

S/E of Earthing -AC & DC System Maintenance Free Earthing of Copper bonded having 10 ft. length, 50 mm dia. earth electrode. The electrode will be surrounded with 25Kgs of environment friendly backfill compound duly certified by ROHS as safe for environment with pits.Suitable for ESE Lightening Arrester & Solar Plant both. (NS)

S/E of DC Solar Cable Single Core 6 sq. mm -1500 V non-flammable, UV resistant, Pure copper, tin coated with double insulation 120˚ operating temp. including termination & testing and cost of other petty material required to complete the job done upto the entire satisfaction of EIC. Make: LAPP/LS/Siechem (NS)

S/E of AC Cable – 35 sq mm 4 core Al Armoured including PVC Glands of Suitable sizes , Thimbles with crimping & thimbles laid loose including termination & testing and cost of other petty material required to complete the job done upto the entire satisfaction of EIC. Make: LAPP/LS/Siechem (NS)

S/E of AC Cable – 35 sq mm 4 core Al Armoured including PVC Glands of Suitable sizes , Thimbles with crimping laid in 1 mtr below ground level with Sand & Bricks covered with sand and bricks including excavation and refilling , compaction of trenches with water complete in all respect.including termination & testing and cost of other petty material required to complete the job done upto the entire satisfaction of EIC. Make: LAPP/LS/Siechem (NS)

S/E of DCDB & ACDC having IP 66 protection Outdoor junction boxes with standard make switchgears and fuses and all other petty material required to complete the job upto entire satisfaction of EIC. Make: L&T/ABB/Schneider (NS)

S/E of MC4 Connector conduits / GI trays with accessories of reputed make & Sizes including 5 years warranty and the cost of other petty material required to complete the job upto the entire satisfaction of EIC. (NS)

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