Construction of 240 houses of various categories (i.e. 12 Nos. 8 type, 24 Nos. 9 type, 36 Nos. 10 type, 48 Nos. 11 type, 72 Nos. 12 type and 48 Nos. 14 type houses) in CCS HAU, Campus, Hisar. (including PH and EI works)

Amount

Civil work 1 to 24:- 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)

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 metre (HSR 4.16.1.2)

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil (HSR 4.31.1)

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)

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 :4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded cum stone aggregate 40 mm nominal size) (HSR 6.1.6)

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) 50 mm thick (HSR 6.8.1)

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)

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)

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)

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note :- Cement content considered in this item is@ 330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix). (HSR 6.24.1) All works up to plinth level

All works above plinth level up to floor IV level (HSR 6.24.2)

Extra for providing richer mixes up to plinth and at all floor levels. (Note :- Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix). Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) (HSR 6.26.1)

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (HSR 6.30.1)

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. (HSR 6.30.2)

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

Shelves (Cast in situ) (HSR 6.30.4)

Lintels, beams, plinth beams, girders, bressumers and cantilevers (HSR 6.30.5)

Columns, Pillars, Piers, Abutments, Posts and Struts (HSR 6.30.6)

Stairs, (excluding landings) except spiral-staircases (HSR 6.30.7)

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)

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)

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 1:3 (1 cement :3 coarse sand) (HSR 7.28.1)

Providing and laying autoclaved aerated cement blocks masonry with 150mrn/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor IV level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in- Charge. (The payment of RCC band and reinforcement shall be made for separately). (HSR 7.51)

Providing & fixing factory manufactured jali of reinforced cement concrete consisting of cement , coarse sand and 10mm & down gauge bajri in ratio of 1: 1 :2 with Bmm dia tor steel. Outer frame of the jail will be 50mm wide & 25mm thick & inner frame of jali will be 25mm wide and 25mm thick with smooth finish as per design approved by the Engineer-in-Charge including fixing in position up to any height with cement sand mortar 1 :4 complete in all respect. (HSR 8.17)

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 up to 0.50 sqm (HSR 8.26.2.1)

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 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 9.10.1)

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 & fixing UV stabilised fibreglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3"or 6" ) as specified (HSR 9.32.1)

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 laying of screed of 50 mm thick cement concrete 1 :8:16 to be laid below the topping. (HSR 10.4)

Providing and laying of conglomerate floor 50mm thick cement concrete topping 1 :2:4 (HSR 10.7)

Providing and laying of 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1: 2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1 :2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. (HSR 10.12)

Providing and laying cement plaster skirting up to 30 cm height, with cement mortar 1: 3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick (HSR 10.13.1)

Providing and laying polythene sheet under CC M-25 in road and parking complete in all respect (HSR 10.17)

Extra for making chequers (2mm deep) of approved pattern on cement concrete floors, steps, landing, pavements etc. (HSR 10.18)

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)

Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1 :4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in- Charge: Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. (HSR 10.49.1)

Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1 :4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, sqm Cat Eye or equivalent. (HSR 10.50.1 )

Providing and fixing granite stone in all shades 15mm to 18 mm thick in 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)

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 10.58)

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 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 600x600 mm (HSR 10.63.2)

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 600x600 mm (HSR 10.67.2)

Extra for grouting the joints of floor tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. (HSR 10.70.1) Size of Tile 500x500 mm

Size of Tile 600x600 mm (HSR 10.70.2)

Providing of stamping or making grooves for a depth of 2 mm on top of steps in stair case (HSR 10.88)

Mirror polishing on marble work/Granite work/stone work whereever reqired sqm 243 45 288 to give high gloss finish complete. (HSR 10.104)

10 mm thick cement plaster 1 :3 (1 cement: 3 fine sand) (HSR 11.4.2)

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)

12 mm cement plaster of mix : 1 :6 (1 cement: 6 coarse sand) (HSR 11.8.2)

20 mm cement plaster of mix 1 :6 (1 cement: 6 coarse sand) (HSR 11.10.2)

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)

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (HSR 11.60)

Distempering with 1st quality acrylic distemper (ready mixed) having voe content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. Two or more coats on new work (HSR 11.65.1)

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

Wall painting with acrylic emulsion paint, having voe (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats (HSR 11.74.2)

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)

Painting the wooden I metal surface with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work (HSR 11.82.1)

Painting over the wooden surface with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture (HSR 11.83.1)

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 @ 2.20 kg/10 sqm) (HSR 11.95.1)

Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete Kiln seasoned and chemically treated Hollock wood 50x20 mm (HSR 12.3.2.2)

Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). (HSR 12.6)

Kiln seasoned and chemically treated Hollock wood 30 mm thick (HSR 12.10.2.2)

Providing & Fixing decorative high pressure laminated sheet of plain/ wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 1.0 mm thick (HSR 12.12.2)

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 stainless steel butt hinges of required size Second class teak wood (HSR 12.32.2.2.1)

Providing and fixing ISi marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISi marked Stainless Steel butt hinges with necessary screws (HSR 12.36.1)

25 mm thick (for cupboard) including ISi marked nickel plated bright finished M.S. Piano hinges IS 3818 marked with necessary screws (HSR 12.36.3)

Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete: 12 mm dia (HSR 12.48.1)

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 openings /Wooden frames with rawl plugs screws etc. (HSR 12.50.2)

Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 100X58X1.90 mm (HSR 12.73.2)

Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. 125 mm (HSR 12.75.1)

75 mm (HSR 12.75.3)

Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. (HSR 12.80)

Providing and fi xing bright finished brass night latch of approved quality including necessary screws etc. complete. (HSR 12.82)

Providing and fi xing 50 mm bright finished brass cup board or wardrobe knob of approved quality with necessary screws. (HSR 12.84)

Providing and fi xing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. (HSR 12.86)

Providing and fixing magnetic catcher of approved quality in cupboard/ ward robe shutters, including fixing with necessary screws etc. complete. Double strip (horizontal type) (HSR 12.87.2)

Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 356 4, embossed on the body,door weight up to 35 kg and door width up to 7 00 mm), with necessary accessories and screws etc. complete. (HSR 12.88)

Providing and fixing aluminium sliding door bolts, ISi marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 250x16 mm (HSR 12.98.2 )

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 200x10 mm (HSR 12.99.3)

Providing and fixing aluminium pull bolt lock, ISi marked, anodised (anodic coating not less than grade AC 1 O as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws bolts, nut and washers etc. complete. (HSR 12.100)

Providing and fixing 50 cm long aluminium kicking plate of size 100x3.15 mm, 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. (HSR 12.101)

Providing and fixing aluminium casement stays, ISi marked, anodised transparent or dyed to required colour and shade or powder coated or polyester powder coated, with necessary screws etc. complete Powder coated minimum thickness 50 micron aluminium (HSR 12.104.3)

Providing and fixing stainless steel (SS-304 grade) friction hinges to the side/top hung uPVC windows, of approved quality, with necessary stainless steel screws etc. as per direction of Engineer-in-charge. 200 x 19 x 1.9 mm (HSR 12.137.1)

Providing and fixing casement handle made of zinc alloyed (white powder coated) for uPVC casement window with necessary screws etc. complete. (HSR 12.138)

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 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 shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately Powder coated aluminium (minimum thickness of powder coating 50 micron(HSR 12.157.2.2 )

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 4.0 mm thickness (weight not less than 10kg/sqm) (HSR 12.159.1 )

Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). (HSR 12.170)

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)

Profile E Fixing with adjustable lugs with split end tail to each jamb (HSR 13.3.3.1 )

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and comers, all necessary fittings complete, including applying a priming coat of approved steel crimer. Using M.S. angels 40x40x6 mm for diagonal braces (HSR 13.6.1)

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)

Providing, laying & filling Geo Bags of size 1.09mx0.69m(200 GSM PPMFwoven gee bag made up of VT 2000 Weight 310 gm, volume of filled bags 0.07cum, weight of filled Geo bag 130 kg with local sand including stitching four lines by approved Nylon thread with stitching machine and generator, Stacking and placing after loading, unloading and carriage with the help of trolley within 150 meter lead and boat all complete as per specification and direction of Engineer-in-charge (HSR 16.53)

Compacting Original Ground Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications (in case of link roads earthwork to be done by villagers) (HSR 17.5.3)

Granular Sub-Base (Mix in place) Construction of granular sub-base by providing Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H technical specifications (HSR 17.13)

Water Bound Macadam Grading -II Water Bound Macadam - II with Screening Type 'A' / Type B Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-1 0 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications (HSR 17.23.2)

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORT&H specifications (HSR 17.24)

Prime Coat @ 0.85kg per sqm Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications (HSR 17.25)

Tack Coat Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications (HSR 17.26.2)

Dense Graded Bituminous Macadam with Batch Type HMP Dense Graded Bituminous Macadam 80 mm to 100 mm thickness (Grading I) Providing and laying 80mm -100 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.0% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, as per technical clause No. 505 of MORT&H specifications (HSR 17.30.1)

Seal Coat Seal Coat Type A with VG -10 Providing and laying seal coat Type A (liquid Seal Coat) sealing the voids in a bituminous surface using crushed stone aggregates and penetration grade bitumen VG- 1 O @ 0.98kg/sqm laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications. (HSR 17.36.1)

PIPE CULVERTS Providing and Laying 600 mm dia Reinforced Cement Concrete Pipe NP3 / NP-4P/prestressed Concrete Pipe on First Class Bedding in Single Row Providing and Laying Reinforced cement concrete pipe NP3 /NP-4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1 :2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets 1000 mm dia, as per clause 2900 of MORT&H specifications (HSR 17.61.1)

Interlocking Concrete Block Pavement Providing and Laying 60 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 35 over the bed of 25 mm thick fine sand complete in all respect. (HSR 17.69.3)

Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement sluny mixed with water proofing cement compound consisting of applying (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound@ 0.253 kg/ sqm This layer will be allowed to air cure for 4 hours. (b) Second layer of sluny of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. (HSR 28.15)

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 1 O 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)

Cast in Sib.I Cement Concrete M20 Kerb Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-1 O grade foundation 150 mm thick, foundation having 50mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 Using Concrete Mixer (HSR 34.1.1)

Cast in Situ Cement Concrete M 20 Kerb with Channel Construction of cement concrete kerb with channel with top and bottom width 115 and 165mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 (HSR 34.2.1) Using Concrete Mixer

Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports including three year outdoor weathering test report for sheeting tested in India condition from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 Using retro reflective Sheeting Class C as per IRC 67 2012 (HSR 34.4.1)

Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (HSR 34.24.1) Over 10 cm in width

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. Note:- 1. A sealing primer may be applied in advance on cement concrete pavement to ensure proper bonding. Any laitance and/or curing compound to be removed where paint is required to be applied on concrete surface. 2.Cost of painter is already included in hire charges of road marking machine. (HSR 34.26)

Road Markers/Road Stud with Lanse Reflector Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm up to a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 8 73 part 4: 1973 (HSR 34.33)

Portable Barricade in Construction Zone Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in width at an angle of 450, 'A' frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001 (HSR 34.40)

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

Earth filling under road with dune sand (tibba sand), brought from outside (any lead), in 25 cm layer including laying, dressing, watering ramming, consolidating, excavation, carriage, loading, unloading and compensation, etc., complete. (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)

Providing and fixing factory manufactured cement concrete 1:2:4 channel finished smooth and of size 1’-0” x 1’-0” x 0’-3” of required shape and design fixed at ground level along with road, complete in all respect as directed by the Engineer-in-Charge but excluding cost of cement pointing. (NS)

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

Public health work 125 to 184:- 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)

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)

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. pipe lines and special tees, bends, sockets, elbows etc. in trenches in the ground cutting, threading and testing, etc. complete 80 mm internal diameter (HSR 20.21.8)

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

40 mm internal diameter (HSR 20.23.5)

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)

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 white washing 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 32 mm internal diametre (HSR 20.31.4)

40 mm internal diametre (HSR 20.31.5)

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 wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White vitreous chinaware Surgeon type wash basin of size 660x460 mm with single 15 mm C.P. brass pillar taps with elbow operated levers ISi Marked (HSR 22.1.9)

Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required. Kitchen sink without drain board 610x460 mm bowl depth 200 mm (HSR 22.10.2.2)

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 32 mm dia (HSR 22.14.2.1)

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 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 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 pedestal type water closet (European type W.C. pan) with seat and lid, 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 W.C. pan with ISi marked white solid plastic seat and lid (HSR 22.23.1 )

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 Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 40 mm nominal outer dia Pipes (HSR 22.85.5)

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)

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: 25 to 40 mm nominal bore (HSR 22.92.1)

Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet: 150 mm diameter (HSR 22.102.2)

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 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)

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 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. (HSR 22.209)

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)

Supply of CPVC Union couplings with brass internal fittings, complete in all respect. (NS) Make:- Prince/Supreme/Finolex/Skipper For 32 mm nominal outer dia Pipes

Supply of CPVC Union couplings with brass internal fittings, complete in all respect. (NS) Make:- Prince/Supreme/Finolex/Skipper For 40 mm nominal outer dia Pipes

Supply of CPVC Control valves with brass internal fittings, complete in all respect. (NS) Make:- Prince/Supreme/Finolex/Skipper For 32 mm nominal outer dia Pipes

Supply of CPVC Control valves with brass internal fittings, complete in all respect. (NS) Make:- Prince/Supreme/Finolex/Skipper For 40 mm nominal outer dia Pipes (NS)

Supply and fixing of 3'' UPVC floor traps (Heavy duty) of 90 mm o/dia outlet of Prince /Supreme/Finolex/ Skipper make, complete in all respect. (NS)

Supply and fixing of 12'' x 12'' UPVC gully traps (Heavy duty) of 100 mm dia size outlet ( 4") with cover and frame of Prince/Supreme/Finolex/Skipper make complete in all respect. (NS)

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

(ii)Elbow of size 3'' (NS)

Supply of UPVC door junction of Size 4''x4''x4'' i/dia of Supreme/Finolex/Prince/Skipper make. (NS)

Supply of UPVC door junction of Size 3''x3''x3'' i/dia of Supreme/Finolex/Prince/Skipper make. (NS)

Providing and fixing of UPVC Cowl of Size 4'' of Supreme/Finolex/Prince/Skipper make.(NS)

Providing and fixing of UPVC Cowl of Size 3'' of Supreme/Finolex/Prince/Skipper make. (NS)

Electrical work 185 to 271:- PIPE COPPER WIRING WITH MODULAR SWITCHES IN MS CONDUITS Wiring for Light/Fan/call bell point with modular type switch/socket and GIbox, Modular type face plate etc in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick MS conduit pipe. Group B (HSR 23.2.1.2)

Wiring for Twin control light point with 2 nos , 2-ways, 5 amp. Modular switch GI box and modular face plate in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick MS conduit pipe. Group B (HSR 23.2.2.2)

Wiring for Light/Fan/call bell point in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick MS conduit pipe, without separate control switch Modular type Switch/sockets wiring Group B (HSR 23.2.3.2)

Wiring in MS conduit system for 3-pin Samp. 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 23.2.4.2)

Wiring in MS 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 23.2.5.2)

MS CONDUIT PIPE ONLY (SURFACE OR RECESSED) FOR ELECTRICAL POINTS Supply and erection of MS conduit pipe 1.6 mm thick , ISI marked surface/recessed in slab/wall/ceiling etc. including cost of MS 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. MS Pipe of 20 mm dia. (HSR 23.6.6.1)

MS pipe of 25 mm dia. (HSR 23.6.6.2)

PVC CONDUIT PIPE ONLY (SURFACE OR RECESSED) FOR ELECTRICAL 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. PVC pipe of 20 mm dia. (HSR 23.7.6.1)

PVC pipe of 25 mm dia. (HSR 23.7.6.2)

PVC pipe of 40 mm dia. (HSR 23.7.6.4)

Fittings and Accessories. Providing and fixing Piano type accessories of approved make in existing box and Bakelite sheet including fixing and making necessary connections, complete in all respect Electric buzzer 220/230 volts A.C. Bakelite with double coil (HSR 23.8.1.7)

Bakelite angle/straight button holder large size. (HSR 23.8.1.12)

Supply and erection of 10.5 cm dia M.S.Fan box including 8 mm dia 30 cm long M.S. Road made into suitable suspension hook and erected in R.C.C.slab for the erection of fan complete with all labour and material required to complete the job. (HSR 23.8.4)

Supply and erection 5-30 A single phase A.C. energy metre , LCD display and optical port , with rag bolts on wall/existing pedestal including the cost of rag bolts required to complete the job in all respect with necessary connections and bonding to earth. (HSR 23.8.5)

Supply and erection 10-60 A Three phase A.C. energy metre , LCD display and optical port , with rag bolts on wall/existing pedestal including the cost of rag bolts required to complete the job in all respect with necessary connections and bonding to earth. (HSR 23.8.8)

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 minner plate and face plate with all labour and material required for the job complete in all respects. 1 & 2 Modules including combined plate for Telephone and data (HSR 23.8.10.1)

3 Modules (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. 5 amp 1 way switch (HSR 23.8.11.1)

5 amp 2 way switch (HSR 23.8.11.2)

5 amp Socket (HSR 23.8.11.4)

15 amp 6 pin Socket (HSR 23.8.11.5)

step type Fan Regulator 2 modules 300 watt (HSR 23.8.11.7)

Telephone Socket outlet modular type (HSR 23.8.11.8)

TV Socket outlet modular type (HSR 23.8.11.9)

Blanking plate (HSR 23.8.11.10)

RJ 45 Computer DATA socket outlet for CAT 6 or CAT6e cable Modular type (HSR 23.8.11.11)

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 Double pole MCCB 16 to 63 Amp, 25 Ka (HSR 23.22.1.1)

TRIPLE POLE MCCB 16 to 100 Amp, 25 KA (HSR 23.22.1.3)

TRIPLE POLE MCCB 200 to 250 Amp, 25 KA (HSR 23.22.1.5)

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 10 outgoing) (HSR 23.22.4.3)

SPN DB Double Door 16 way ( 2 incoming and 14 outgoing) (HSR 23.22.4.4)

TPN DB Horizontal type Double Door 4 way ( 8 incoming and 3phase*4 outgoing) (HSR 23.22.4.5)

TPN DB Horizontal type Double Door 8 way ( 8 incoming 3phase*8 outgoing) (HSR 23.22.4.7)

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

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

40 amp to 63 amp. MCB's TRIPLE POLE (HSR 23.22.5.6)

Supply and fixing Galvanised Iron flexible pipe complete with socket nipples and check nuts etc.at both ends (Upto length of one metre):- Size 20 mm dia (HSR 23.23.1.2)

Size 25 mm dia (HSR 23.23.1.3)

S/E of blanking sheet in existing distribution board. (HSR 23.22.7)

Miscellaneous. Supply and fixing Galvanised Iron flexible pipe complete with socket nipples and check nuts etc.at both ends (Upto length of one metre):- Size 20 mm dia (HSR 23.23.1.2)

Size 25 mm dia (HSR 23.23.1.3)

Supply and laying of multicore telephone cable conductor size 0.51 mm bright annealed copper conductor PVC insulated and sealed in existing pipe/channe l and making necessary connection complete in all respect up to the entire satisfaction of the Engineer-incharge of the work. 2 pair telephonewire (HSR 23.23.8.1)

Supplying and drawing of 1no UTP 4 pair CAT 6 LAN Cable in the existing surface/recess MS/PVC conduit as required (HSR 23.23.9)

MS STAND, BUS BAR CHAMBER AND PANELS Supply and erection of M.S.angle iron frame duly welded for housing M.S. sheet & main switches etc.on it, fixed on wall by means of suitable size of rag bolts with cement concrete, duly painted with three coats of approved paint including one coat of red oxide.(HSR 23.24.1)

EARTHING AND LIGHTINING ARRESTOR Earthing with G.I earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. as required. (HSR 24.1.1)

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

Earthing with G.I. earth plate 600mm x600 mmx 6 mm thick including accessories and provinding masonry enclosures with cover plate having locking arrrangement and watering pipe etc. ( but without charcoal or coke and salt ) complete as required. (HSR 24.1.3)

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

Supplyingandlaying25mmx3mmG.I.stripin40mmdia,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)

Pdg 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)

Pdg and fixing 4.00 mm dia G.I. wire on surface or in recess for loop earthing as required. (HSR 24.1.13)

Supply and erection of suitable compression type brass cable glands for underground Cable :- 10 sqmm to 16 sqmm cable 2 to 4 core (HSR 24.2.7.2)

25 sqmm to 50 sqmm cable 2 to 4 core (HSR 24.2.7.3)

Supply and erection of aluminium lugs heavy duty including crimping etc. up to the entire satisfaction of the Engineer-in-charge of the work. 10 sqmm (HSR 24.2.8.3)

16 sqmm (HSR 24.2.8.4)

25 sqmm (HSR 24.2.8.5)

50 sqmm (HSR 24.2.8.7)

STREET LIGHT Supply and erection of Hot Dip Galvanized octagonal pole of 3mm thickness, with base plate including cost of nut and bolts , earthing studs, Integral Cable termination arrangement 5 mm thick Bakelite base plate on suitable welded MS/GI bracket 32 A four way connector 2 no 10 A SP MCB, end cover and all accessories as supplied by the manufacture including Providing RCC foundation of M25 grade (1 Cement:1 Stone aggregate: 2 Coarse sand) i/c excavation, steel reinforcement (Fe 500) @80 kg/cum of concrete contents, concrete cover 50mm, anchor bolts etc. over a bed of PCC 1:5:10 of required dimensions for octagonal poles of various heights as per following specifications complete in all respects and as per directions of Engineer-in-charge 7 Metre Long pole with top dia 75 mm and bottom dia 150 mm with base plate of size 300 x 300 x 20 mm (HSR 24.4.8.5)

S/E of mark double walled corrugated ( DWC) HDPE pipe 10 kg/sqcm, laid 0.75 Mtr. Below ground level including diging and refilling of earth including cost of suitable size socket/ cuppler for HDPE pipe including the cost of labour and material required to complete the job in all respect upto the entire satisfaction of Engineer incharge of the work. DWC/HDPE pipe 63/50 mm outer dia/inner dia (HSR 24.5.2.3)

DWC/HDPE pipe 90/75 mm outer dia/inner dia (HSR 24.5.2.4)

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) (HSR 24.4.15.1)

RCC FOUNDATIONS FOR HIGH MAST OCTAGONAL POLE Providing RCC foundation of M25 grade (1 Cement:1 Stone aggregate: 2 Coarse sand) i/c excavation, steel reinforcement (Fe 500) @ 75 kg/cum of concrete contents, concrete cover 50mm, anchor bolts etc. over a bed of PCC 1:5:10 of required dimensions for high mast octagonal poles of various heights as per following soecifications complete in all respect and as per directions of Engineer-in-Charge 12.5 m high mast pole (HSR 24.9.1)

S/E of AC ceiling fan capacitor type complete with shackle 5 star rating, 300mm down rod etc. (NS) i) 1200mm sweep. Make: Usha, Orient, Crompton

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

Supply & erection of Under Ground Aluminium (Armoured) cable loose in existing pipe or trenches complete with necessary connecitons:- Size 2x10 sqmm. (NS) MAKE:Havlles,Finolex,KEI,CCL etc.

Supply & erection of Under Ground Aluminium (Un Armoured) cable loose in existing pipe or trenches complete with necessary connecitons:- Size 2x16 sqmm. (NS) MAKE:Havlles,Finolex,KEI,CCL etc.

Supply & erection of Under Ground Aluminium (Armoured) cable loose in existing pipe or trenches complete with necessary connecitons:- Size 2x16 sqmm. (NS) MAKE:Havlles,Finolex,KEI,CCL etc.

Supply & erection of Under Ground Aluminium (Armoured) cable loose in existing pipe or trenches complete with necessary connecitons:- Size 4x16 sqmm. (NS) MAKE:Havlles,Finolex,KEI,CCL etc.

Supply & erection of Under Ground Aluminium (Armoured) cable loose in existing pipe or trenches complete with necessary connecitons:- Size 4x25 sqmm.(NS) AKE:Havlles,Finolex,KEI,CCL etc.

Supply & erection of Under Ground Aluminium (Armoured) cable loose in existing pipe or trenches complete with necessary connecitons:- Size 4x50 sqmm. (NS) MAKE:Havlles,Finolex,KEI,CCL etc.

S/E of PVC unsheathed FRLS copper conductor cable single core 1100 volt grade in existing pipe of suitable size excluding cost and erection of pipe. Size 1.5 sqmm. (NS) MAKE:Havlles,Powerage,R.R,Finolex

S/E of PVC unsheathed FRLS copper conductor cable single core 1100 volt grade in existing pipe of suitable size excluding cost and erection of pipe. Size 04 sqmm. (NS) MAKE:Havlles,Powerage,R.R,Finolex

S/E of PVC unsheathed FRLS copper conductor cable single core 1100 volt grade in existing pipe of suitable size excluding cost and erection of pipe. (NS) Size 06 sqmm. MAKE:Havlles,Powerage,R.R,Finolex

Supply installation testingan commissioning of wall free standing floor mounting dust & vermin proof compartmentalized cubical panel made out of 2 mm thick CRCA sheet required hardware 3 mm thick bakelite sheet providing all along the bus bar and cable alley separating switches compartment and supporting suitable channel duly painted by 2 coat of zinc/Red oxide primer followed by 2 coats of powder cating in grey or required shade after rinsing. the panle having PU/Neoprene rubber gasket of not less than 3 mm thickness separate detachable gland plate MS base channel hinged door with inter locking arrangement for equipment/ switch wear.Transparent arcylic sheet shall be provided in front of bus bar compartment to prevent direct access to bus bar bakelite sheet 3 mm thick for separately cable alley to BBC from switch chamber Extended solid copper bars up to cable alleys shall be provided for outgoing connection which shall be paid as extra tiems side walls and cable alley compartments shall be haiving bolted type doors with detachable extension type strcture. the panel will be complete with control wiring ( copper) and fuse protection (only outer area on all sides shall be measured) (NS)

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

Wire & cables S/E of PVC copper insulated and sheathed 2 core circular flexible wire- (NS) Size 1.00 sqmm

S/E of pipe for wiring purpose including bends inspection boxes etc. where necessary and painting as required:- S/E of PVC pipe of 6 kg. pressure, laid 1 metre below ground level including digging and refilling of the trech completing with joining with jute and cement etc. PVC pipe 80 mm dia. (NS) MAKE: AKG,Diplast,Polypack,Ravindra

S/E of LED street light of system voltage ≤ 70/72 W IP 66 Multiple LED with lens optics and pressure die-cast aluminium housing for effective thermal management. Total system lumen of ≤ 70 watt LED should be 7800 or above in cool day light (5700K), Lumen efficacy > 110 lm/W, Power factor ≥ 0.95, CRI ≥70, Average life ≥50000 hours, complete with all acessories as required with connections. (NS) Make Havells , Bajaj , Philips.

S/E of Single Arm bracket 1.5 mtr long 40 mm dia GI bracket with suitable sleeve as per pole top dia galvanied with all petty material required to complete the job for entire satisfaction of Engineer in Charge. (NS)

S/E of Double Arm bracket 1.5 mtr long 40 mm dia GI bracket with suitable sleeve as per pole top dia galvanied with all petty material required to complete the job for entire satisfaction of Engineer in Charge. (NS)

S/E of Triple Arm bracket 1.5 mtr long 40 mm dia GI bracket with suitable sleeve as per pole top dia galvanied with all petty material required to complete the job for entire satisfaction of Engineer in Charge. (NS)

S/E of LED street light of system voltage ≤ 250 W IP 66 Multiple LED with lens optics and pressure die-cast aluminium housing for effective thermal management. Total system lumen of ≤ 250 watt LED should be 31250 lumen or above in cool day light (5700K), Lumen efficacy > 110 lm/W, Power factor ≥ 0.95, CRI ≥70, Average life ≥50000 hours, complete with all acessories as required with connections. (NS) Make Havells , Bajaj , Philips.

SITC of Passenger (884 Kg, 13 Persons.) Machine Room Less Gearless Elevator with 3 Year Comprehensive warranty/ maintenance period from the date of complition to be supplied and installed in accordance with the following technical specifications:- Make:- OTIS/SHINDLER/JOHNSON/MITSUBISHI Sr.No Description Specifications (A)-IMonospace 01) Designation of Lifts Passenger. 02) No. of elevator as shown in quantity column-Model-IMSS008 or equivalent. 03) Type and passenger 13 passenger 884 kg. 04) Speed 1 M/Sec.. 05) Drive V3F. 06) Location of machine room not required. 07) Travel 17 m appox. (08) Serving, 0,1,2 & 3 (09) No. of stops 4. (10) Well size 6'(W)x8'(D). 11) Power Supply 415V 3 phase 50 cycles AC. (12) Auxiliary Single Phase 220V 50 cycles AC 13) Car size 1100mm (W) x 2000mm(D) x 2200 (H). (14) Pit depth 1500 mm. 15) Head Room 4200 mm. 16) Car enclosure Model IMSS 008 or equivalent. Car celing RL75 LED lighting celing. Car Panels SS Hairline finish Panels. Car flooring recess of 20mm will be provided. Flooring in Customer scope. 17) No. of Entrance one location front. 18) Car Entrance Automatic centre opening power door in SS Hairline finish. 19) Door safety full height infra red curtain. 20) Landing entrance automatic centre opening power door in SS Hairline. 21) Clear opening 900mm (W) x 2000(H).( 22) Control full collective simplex. 23) Indicators KDS 90 D & P indicators in white colour Car KDS 90 Display & position indicators, landing KDS 90 diplay & position indicators. 24) Handrail 01 on rear side.(S.S) Other Features :- 1 No. fan 300 mm sweep, Florimg: Granite Floring(Superior quality CAT EYE or equivalent) as per approved Design, duly by Engineer in Charge. Lights: Diffused LED lighting in Car Indicators: Digital Direction and position indicators in both Car and at all landings, Call Registration :Red. Battery operated emergency lights with Rechargeble Battery. Battery operated emergency Alarm with Rechargeble Battery. Emergency Alarm at the main building KDS 300 Square buttons. Motor compatible for 180 stars per hour. (NS)

S/E of LED tube rod ≤ 20watt double side connections with 4 feet long housing made of CRCA sheet steel with epoxy powder coated white after phosphochromate treatment and 2 nos. lamps push fit type white polycarbonate holders and reflector made of white powder coated CRCA sheet total system lumen of 20watt LED should be >2200 or above in cool day light ( 5700K to 6500K ) PF > 0.95 , CRI >80 , Avg. life >50000 hours complete with mounting bracket and accessories as required with connections Make Philphis , Havells , wipro , Bajaj ( NS )

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. (NS) Make: Indo Asian,Phillips,Havells,Wipro,Bajaj etc

SATISH KUMAR GUPTA INFRA PRIVATE LIMITED

KBG ENGINEERS