Development of Multipurpose Hall, Terrace Seating, Party Space and Swimming Pool with Change Room Building in Existing Golf Facility Centre Building-Qutab Golf Course at Lado Sarai New Delhi.

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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. a) Ordinary rock

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sgm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. a. Ordinary rock

Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m Ordinary rock a.Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia

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 upto 1.5 m.

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. Ordinary or hard rock.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth 1:3:6 (1 Cement : 3 coarse sand (zone-lll) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources)

Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) 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.

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

b) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

c) Suspended floors, roofs, landings, balconies and access platform

d)Shelves (Cast in situ)

e) Lintels, beams, plinth beams, girders, bressumers and cantilevers

f) Columns, Pillars, Piers, Abutments, Posts and Struts

Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). Suspended floors, roofs, landings, beams and balconies (Plan area to be measured)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.a) Thermo-Mechanically Treated bars of grade Fe-500D or more.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. a) Thermo-Mechanically Treated bars of grade Fe-500D or more.

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per 1S: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. a. All works upto plinth level Concrete of M30 grade with minimum cement content of 350 kg /cum

b) All works above plinth level upto floor V level Concrete of M30 grade with minimum cement content of 350 kg /cum

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)

Brick work with common burnt clay F.P.S. (non modular)bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in (a) Cement mortar 1:4 (!cement : 4 coarse sand)

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. A. Cement mortar 1:3 (1 cement :3 coarse sand)

Extra for pr

oviding and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.

Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150 mm to 300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to 1S:2185 (Part 3) in super structure above plinth level up to floor V 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).

Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. a. White sand stone

Granite work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately). a. Granite stone slab of colour black, Cherry/Ruby red. Area of slab above 0.5 sqm

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, 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 of edges to give high gloss finish etc. complete at all levels Granite stone slab of colour black, Cherry/Ruby red. a. Area of slab upto 0.50 sqm

b. Area of slab over 0.50 sqm

Extra for providing opening of required size & shape for wash basin/kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.

Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : White sand stone - Exposed face machine cut and table rubbed with rough backing. a.30 mm thick

Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required.

Providing and fixing copper pins 7.56 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases.

Providing and laying Glazed Vitrified Wall tiles in different sizes ( thickness to be specified by the manufacturer) , with water absorption less than 0.08% and confirming to IS 15622, of approved make , in all colours & shade , in skirting , riser of step, over 12mm thick bed of cement mortar 1 :3 ( 1 cement : 3 coarse sand ) , jointing with grey cement slurry @ 3.3 Kg/ Sqm & matching pigments etc. complete ( payment for grouting of joints to be made separately ) size of tile 600 X 1200 mm

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). a. Second class teak wood

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part 1) 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

Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).

Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance 1mm), with wall thickness 2.0 mm (x 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1 mm (+ 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete a. Extruded section profile size 42x50 mm

Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : a.125x64x2.50 mm

Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : a. 100x60x2.50 mm

Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.

Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.

Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete.

Providing and fixing chromium plated brass handles with necessary screws etc. complete: a.1 125 mm

Providing and fixing chromium plated brass handles with necessary screws etc. complete:a.100 mm

35 mm thick factory made Solid panel PVC Door shutter, made out of single piece extruded soild PVC profiles, 5 mm (+ 0.2 mm) thick, having styles & rails (except lock rail) of size 95 mmx 35 mm x 5 mm, out of which 75 mm shall be flat and 20 mm shall be tapered (on both side}, having one side thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power, including reinforcing with MS tube of size 40 mm X 20 mm x 1 mm, joints of styles & rails to be mitered cut & joint with the help of PVC solvent cement, self driven self tapping screws & M.S. rectangular pipes bracket of size 190 mm X 100 mm of cross section size 35 mm x 17 mm x 1 mm at each corner. Single piece extruded 5 mm thick solid PVC Lock rail of size 115 mm x 35 mm, out of which 75 mm to be flat and 20 mm to be tapered at both ends, having 15 mm solid core in middle of rail section integrally extruded, fixing the styles & rails with the help of solvent and self driven self tapping screws of 125 mm x 11 mm, including providing § mm Single piece solid PVC extruded sheet inserted in the door as panel, all complete as per manufacturer's specification and direction of Engineer-in-charge. a. Decorative finish (wood grained finish)

Providing and Fixing factory made uPVC door frame, made of uPVC extruded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm (x 0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm (£0.2 mm), including providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor dash fastners, all complete as per manufacturer's specification and direction of Engineer-in-charge.

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

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.(a) Hot finished welded type tubes

Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.

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. A. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

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) : a. 25 mm thick

Providing and fixing stainless steel ( Grade 304) railing/grating/frame etc made of Hollow tubes, channels, plates ,angles ,flats efc., 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 /grating/frame etc with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, 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.).

Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) a. Acid and alkali resistant tile

Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) 1.21.21 Acid and alkali resistant tile

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.

Grouting the joints of flooring 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. a.Size of Tile 600x600 mm

Grouting the joints of flooring 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. a. Size of Tile 600x1200 m

Providing and laying full body Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to 1S:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. (Payment for grouting of joints to be made separately). a. Size of 600x600 mm

Providing and laying full body Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to 1S:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. (Payment for grouting of joints to be made separately). a. Size of 600x1200 mm

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 : a. Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.

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. a. Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent

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

Providing and fixing unplasticised Rigid PVC water pipes with minimum 10 kg/sqcm pressure conforming to IS : 13592 Type A, including coupling, Tees, Bends, Flanges & jointing with seal ring conforming to IS : 5382 as per specification and direction of engineer in charge a) 63mm Dia

b) 110 mm dia

c) 160 mm Dia

d) 200 mm Dia

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. a) 110 mm diameter

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conformingto IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Bend 87.5° a) 110 mm bend

Shoe (Plain) b) 110 mm Shoe

Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. a. 110 mm

Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.

Providing & fixing false ceiling at all height including providing & fixing of framework made of special section, power pressed from M.S. sheets and galvanised with zinc coating of 120 gms/ sqm (both side inclusive) as per IS : 277 and consisting of angle cleat of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm c/c, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long

with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25 x10 x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.| chanels 45 x15 x 0.90 mm running at the spacing of 1200 mm c/c, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5mm, at 450 mm c/c, shall be fixed in a direction perpendicular to Intermediate channel with connecting clip made out of 2.64 mm dia x 230 mm long G.| wire at every junction, including fixing perimeter channels 0.50 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/ partitions with the help of Rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of Calcium Silicate Board to ceiling section and perimeter channels with the help of dry wall screws of size 3.5 x25 mm at 230 mm c/c, including jointing & finishing to a flush finish of tapered and square edges of the board with recommended jointing compounds, jointing tapes, finishing with jointing compounds in three layers covering up to 150 mm on both sides of joints and two coats of primer suitable for boards, all as per manufactures specification and also including the cost of making opening for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in charge but excluding the cost of painting with: 8 mm thick Calcium Silicate Board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process.

12 mm cement plaster of mix : 1:4 (1cement : 4 coarse sand)

15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand)

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.

6 mm cement plaster of mix : a) 1:3 (1 cement : 3 fine sand)

Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.

Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade a. Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture

Wall painting with premium acrylic emulsion paint of interior grade, having VOC (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 a)Two coats

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres

Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in-charge

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50 m x2.00 m made of 40x40x6 mm angle iron or 50x50x3 mm hollow MS tube posts/horizontal members/bracings covered with 1.63 mm thick MS sheet. The sheet shall be fixed with 30x5 mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5 m. MS channel ISLC 75 @ 5.70 kg/m, 50 cm long shall be provided at the bottom having oval shaped holes of size 50x25 mm at both ends with 50 cm long MS angle 40x40x6 mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250 mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.(Note :- One time payment shall be made for providing barricading from start of work till completion of work including shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).

Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8 mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.

Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100 mm c/c on both ways, neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick, 100 mm wide MS sheet duly painted over priming coat, reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.

Providing and fixing required size edge mirror of superior glass (of approved quality) complete with 8 mm thick HDMR board backing ,fixed to existing frame with C.P. brass screws and washers complete.(cost exclude frame )

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and 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. a) 25 mm nominal dia Pipes

b) 32 mm nominal dia Pipes

c) 40 mm nominal dia Pipes

d) 50 mm nominal dia Pipes

Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 c

ement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : a) With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

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.

Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof.

Providing and fixing Stainless Steel pipe and fitting of grade 316L as per IS : 6911:2017 and conforming to EN-10312 standards complete with press type fitting (fitting shall be paid for separately) including fixing of the pipe with clamps at 1.00 m spacing including cutting and making good the walls including testing of joints complete as per direction of Engineer-in-charge.(The pipe length inserted in the fitting shall not be measured for payment)Internal work - Exposed on wall. a.28 mm outer dia Pipe

Providing and fixing Stainless Steel pipe and fitting of grade 316L as per IS : 6911:2017 and conforming to EN-10312 standards complete with press type fitting (fitting shall be paid for separately) including fixing of the pipe with clamps at 1.00 m spacing including cutting and making good the walls including testing of joints complete as per direction of Engineer-in-charge. (The pipe length inserted in the fitting shall not be measured for payment)Internal work - Exposed on wall. a.35 mm outer dia Pipe

Providing and fixing Stainless Steel pipe and fitting of grade 316L as per IS : 6911:2017 and conforming to EN-10312 standards complete with press type fitting (fitting shall be paid for separately) including fixing of the pipe with clamps at 1.00 m spacing including cutting and making good the walls including testing of joints complete as per direction of Engineer-in-charge. (The pipe length inserted in the fitting shall not be measured for payment)Internal work - Exposed on wall. a.32 mm outer dia Pipe

Providing and fixing Stainless Steel pipe and fitting of grade AISI 304 as per JIS standard 3448 complete with press type fitting (fitting shall be paid for separately) including fixing of the pipe with clamps at 1.00m spacing and also including cutting of chases and making good the walls including testing of joints complete as per direction of Engineer -in-charge. (The pipe length inserted in the fitting shall not be measured for payment)Internal work - Concealed Pipea. 15.88 mm outer dia Pipe.

Providing and fixing Stainless Steel pipe and fitting of grade AISI 304 as per JIS standard 3448 complete with press type fitting (fitting shall be paid for separately) including fixing of the pipe with clamps at 1.00m spacing and also including cutting of chases and making good the walls including testing of joints complete as per direction of Engineer -in-charge. (The pipe length inserted in the fitting shall not be measured for payment)Internal work - Concealed Pipe a. 22.22 mm Outer dia pipe

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge. Coupling/Socket i. For 15.88 mm outer dia pipe

iiFor 22.22 mm outer dia pipe

iii. For 28.58 mm outer dia pipe

iv. For 34.00 mm outer dia pipe

v. For 42.70 mm outer dia pipe

Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS : 6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge. Coupling/Socket i.For 15 mm outer dia pipe

ii. For 22 mm outer dia pipe

iii. For 28 mm outer dia pipe

iv. For 35 mm outer dia pipe

v. For 42 mm outer dia pipe

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge .Elbow 90°i. For 15.88 mm outer dia pipe

ii.For 22.22 mm outer dia pipe

iii. For 28.58 mm outer dia pipe

iv. For 34.00 mm outer dia pipe

v. For 42 mm outer dia pipe

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge .Elbow 90°i. For 15.88 mm outer dia pipe

v. For 42.70 mm outer dia pipe

Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge. Equal Tee i. For 15.88 mm outer dia pipe

ii. For 22.22 mm outer dia pipe

v.For 42.70 mm outer dia pipe each

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. a) 250 mm dia. R.C.C. pipe

Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : a) For pipes 250 to 300 mm diameter

Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : a) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Providing and fixing glazing in 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):a) With float glass panes of 5 mm thickness (weight not less than 12.5 kg/sqm)

Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. a) Upto 5mm depth and 5 mm width

Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately).

Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of:(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS : 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.(ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. (iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm).

Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : 22.4.1 Serrated with central bulb (

225 mm wide, 8-11 mm thick)

Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.a) For vertical surface two coats @ 0.70 kg per sqm

Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. a) For horizontal surface one coat @1.10 kg per sqm.

Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474, including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment.

Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2 mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured.

Providing and fixing counter top wash basin of size 510X400X135 mm without pop waste of standard pattern, cutting and making good the walls and plateform wherever required, complete as per direction of Engineer-in-charge. a. model no. JDS-WHT-2590 N of make Jaquar or equivalent or betterin cost and specification etc.

Providing and fixing CP brass single lever exposed part kit of Single Lever Basin Mixer -chrome with flange & button assembly model no. ALI-CHR-85441K and concealed body part for the same of model no. ALD-CHR-441 of Jaquar or equivalent or better in cost and specification etc, complete as per direction of Engineer-in-charge.

Providing & fixing rimless wall hung water closet with PP soft closet slim seat cover hinges, accessories set of mode no. ARS-WHT-39951UFSM, control plate (K5139) model no. JCP-CHR-852415 and single piece slim concealed body mode no. JCS-WHT-2400 with automatic flushing cistern with standard flush pipe & C.I. Clamps complete i/c paining of fitting & brackets, cutting & making good the walls & hiiks wherever required of make Jaquar or equivalent or better in cost and specification etc, all complete as per direction of Engineer-in-charge.

Providing and fixing C.P. brass angular stop cock / angle valve with wall flange of approved make etc. all complete as per direction of Engineer-in-Charge. A.15 mm nominal bore. Model no.-OPP-15053PM of Jaquar or equivalent model of approved make

Providing and fixing C.P. brass toilet paper roll holder with flap with CP brass flange of approved make including fixing with PVC raw plugs & screws etc. model no. Cat.-ACNCHR-1153 S of Jaquar or equivalent model of approved make all complete as per direction of Engineer-in-Charge.

Providing and fixing C.P. brass automatic soap dispensor, including fixing with PVC rawl plugs & screws etc. model no. Cat.-SDR-BLC-DJ0160ASN of Jaquar or equivalent or better in cost and specification etc, all complete as per direction of Engineer-in-Charge

Providing and fixing S.S. grab bar 680 mm long including fixing with PVC rawl plugs & screws etc. model no. WAC-WHT-BR0600N of Jaquar or equivalent or better in cost and specification etc, all complete as per direction of Engineer-in-Charge.

Providing and fixing S.S. grab bar vertical swing including fixing with PVC raw plugs & screws etc. model no. WAC-WHT-BG0800M of Jaquar or equivalent or better in cost and specification etc, all as per direction of Engineer-in-Charge.

Providing and fixing C.P. brass towel rack of size 600 mm , with brackets fixed to wooden clats / rawl plugs with CP brass screws of approved make etc. complete as per direction of Engineer-in-Charge. Model no. ACN-CHR-1181FHS of make Jaguar or equivalent or better in cost and specification etc .

Providing and fixing C.P. brass Hand shower (Health Faucet) having flexible tube of required length and wall hook of approved make etc. model no. Cat-ALD-CHR-573 of Jaquar or equivalent or better in cost and specification etc, all complete as per direction of Engineer-in- Charge.

Providing and fixing C.P. brass Bottle Trap 32mm Size with 250mm x 300 Long Wall Connection Pipes & Wall Flange of approved make etc. model no. Cat.-ALD-CHR-769L300X190 of make Jaquar or equivalent or better in cost and specification etc of approved make all complete as per direction of engineer in charge

Providing and fixing C.P. brass Stainless Steel basin waste of size 32 mm , model no. ALD-CHR-705 of make Jaquar series or equivalent or better in cost and specification etc. complete as per direction of Engineer-in-Charge

Providing and fixing Curved shaped urinal partition with frosted g

lass of size Size H: 900 W: 450 Thickness: 8mm of approved model no. JSE-CHR-810UC450 make Jaquar series or equivalent or better in cost and specification etc. complete as per direction of Engineer-in-Charge

Providing and fixing C.P. brass double hook including fixing with PVC rawl plugs & screws etc. model no. Cat.-CAN CHR-1161 N of Jaquar or equivalent or better in cost and specification as per direction of Engineer-in-Charge.

Providing and fixing C.P. brass papewr towel dispenser with c/z including fixing with PVC raw plugs & screws etc. model no. Cat.-PTD-SAP-DT0106CSN of Jaquar or equivalent or better in cost and specification etc, all complete as per direction of Engineer-in-Charge

Providing and fixing C.P. brass bolt touch free infrared hand dryer including fixing with PVC rawl plugs & screws etc. model no. Cat.-HDR-SSF-AK2803D of Jaquar or equivalent or better in cost and specification etc, all complete as per direction of Engineer-in-Charge

Providing and fixing C.P. brassalive maze hand shower 68*100 mm round model no HSH-CHR-85537 with flexible tube 8 mm dia and 1.5 m long model no SHA-CHR-549D8 ,shower hook model no SHA-CHR 566S ,including fixing with PVC raw plugs & screws etc of make Jaquar or equivalent or better in cost and specification etc, all complete as per direction of Engineer-in-Charge

Providing and fixing C.P. brass overhead shower model no OHS-CHR-85859M with shower arm 20mm dia and 450 mm long model no SHA-CHR-479L450 , single lever exposed part kit model no ALI-CHR-85079NK ,including concealed body for the shower model no ALD-CHR-079N ,including fixing with PVC rawl plugs & screws etc of make Jaquar or equivalent or better in cost and specification etc, all complete as per direction of Engineer-in-Charge

Providing and fixing Urinal With Sensor With Fixing Accessories, having pre & post flushing model no.-URS-WHT-13263 and with Sensor Flushing Valve for Urinal with Complete Kit model no. SNR-STL-51077E of Jaquar or equivalent or better in cost and specification having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge

Providing and fixing tile insert shower drain size chanel of minimum size 800x100x32 mm and minimum weight 1.96 kg (+5%) built up with 1 mm thick 304 Grade stainless steel , specially desinged for tiles up to 13 mm thickness, came with a drain frame/drain cover,tray/drain body , cockroach etc all complete as per direction of Engineer in charge

Providing and fixing tile insert shower drain size chanel of minimum size 100x100x32 mm and minimum weight 400 gm (+5%) built up with 1 mm thick 304 Grade stainless steel , specially desinged for tiles up to 13 mm thickness, came with a drain frame/drain cover ,tray/drain body , cockroach etc all complete as per direction of Engineer in charge

Providing and fixing Locker system -3 tier locker made of heat, bacteria, water, chemical, scratch and impact resistant 03 mm and 09 mm thick solid compact laminate pannel i/c doors self side pane, top and bottom panels finished with approved texture ,shade as per the detail drawing and and as per the IS 2046 (Indian standard ) . the compact item should have Green guard certificate . It should be Anti bacteria(Shree Ram House). This also include providing and fixing in possition necessary hardwaremade of allumonium(Grade -6063-T6) & Stainless steel(Grade 304) (1) Cam (2) hinges (3) Front section (4) Back section (50 Infill section (6) Rubber linning (7) screw and bolt . Lockers shall be constructed with 4 aluminium interlocking supporting frame work making it strong nd rigid . Standard dimensions of lockers unit shall be width 300 mm x depth 450 mm x height 1800 mm. (a) Locker system -3 tier of make Greenlam Sturdo. Marino or equivalent.

supply and installation, testing of swimming pool FLOOR INLET as per sample approved by Engineer in Charge of external Thread of 2 inch, internal plain 50mm for a suitable flow as desired by Engineer in Charge.

Providing and fixing of GRC jali 50mm thick of required size, pattern, design and colour. The jali shall be made from 53 grade white portland cement, Quartz fine Silica sand, Alkali resistant Glass fibre, Super plasticizer and UV resistant synthetic inorganic pigments. The material casting should take place in synthetic rubber/FRP mould. The rate shall include erection of all fasteners, flashing and capping for all edges, cost of all labour, equipment’s, material and taxes etc all complete as per direction of Engineer In Charge.

Providing, Fabricating, Assembling, hoisting, erecting and placing in position MS Built-up section/Tubular Structure ( MS built-up section :- Rolled section & plates confirming to IS 2062,Tubular Structure:- made from Steel hollow sections(CHS/RHS/SHS) ((round, square or rectangular hollow tubes (ERW), ISI marked conforming to IS 1161/4923, (from SAIL / RINL / TATA/JINDAL/TATA BSL/APPOLO) in the profile shape as per conceptual drawings with special plate connector, pinion joints, Plates, hollow sections etc using water jet 3-D cutting system for obtaining smooth 3-dimensional curvature, SAW/MMAW/MIG welding process with special plate connectors, pinion joints, plates, hollow sections, including Preparation of detailed fabrication and erection drawings of Structural steel work from design drawings, transportation from fabrication yard, cutting , threading, machining, leads and lifts up to all heights, tools & plants and necessary Cranes, erection machinery & tools, scaffolding etc. required for all operations involved to make structure . The structure has to be provided as per conceptual drawings , including all arch beam, curved lateral beams and bracings, vertical support columns, nodal joints, bases of columns and high tensile bolts of grade not less than 10.9 having black phosphate coating(nuts and bolts to be paid separately). The complete structure to be copper slag blasted as per SA2.5 standard and coated with epoxy primer 2 coats and two coats Polyurethane applications work at all locations in require

d DFT (dry film thickness) for each coat in total DFT of 280 microns as per technical specification and direction of Engineer-In-Charge.(The rate include the cost of scaffoldings, staging, hoisting, cranes, labour, tools and plants & equipment’s, transportation of material from workshop to site, assembiling the segments and erection of the same)

Providing, fabricating, assembling and installation of PVDF coated mesh fabric in desired profile as per conceptual drawing with SERGE FERRARI AND MEHLER, weight of fabric should not less than 420 gsm, with M1/B1 Method 1 & 2 NFPA 701, Eco solvent UV latex, one side water proof, recyclable, applicable for indoor and outdoor application.

Providing, fabricating, assembling and erection of pre stressed Tensile Membrane Fabric in desired profile as per conceptual drawing , with SERGE FERRARI pre constraint TX-30 Type II or MEHLER FR 900 Mehatop N-Type II having minimum Tensile strength (Warp/Weft) 5600/5500N/50 mm & minimum tear strength (Warp/Weft) of 800 / 650 N, high concentrated PVDF top coating and PVDF coated on bottom side, polyester fabric and should be weldable having a minimum weight of 900 gm/sqm with a minimum 20 years warranty etc. of approved colour, over steel structure frames (underneath steel structure shall be paid separately) with all fittings and fixtures. Complete as per Drawing / Detail & as per particular/ technical specifications and as per the directions of Engineer-in-charge. (Rate includes cost of fabric, patterns, forming, cutting, fabrication, hot weld stitch of fabric, Transport to the site ,assembling and installation with GI strands, hardware, EPDM gasket and required accessories wherever required complete including lifts up to all heights, tools & plants, and necessary scaffolding etc. required for all operations in all. (Actual surface area of the fabric shall be measured for payment purpose/Colour of fabric will be Beige or White)

Providing and fixing change room cubicles ( includes 600 mm door size width)of reputed make like Greenlam, Merino Formica ( R) or equivalent made up of thermosetting resign treated high pressure ,self-supporting decorative compact laminates with permanently incorporate anti-bacterial agents during manufacturing .Compact board should be resistance to water immersion through permissible increase on thickness and mass 1.35kg/cm3 and fulfilled the criteria of FSC and Green Guard Gold Certification and manufactured under EN438-2&3:2005 standard. 12mm thick compact board should be Moisture resistant, Impact resistant, termite resistant, Scratch resistant, Weather and climatic shock resistant. Finish of compact laminates should be suede finish which includes door, pilasters and intermediate panels finished with approved texture/shades as per IS2046 and fulfilled the criteria of fire retardant under BS-476/9 7 and EN438-6 with classification of BS1D0 standard, all complete as per manufacturer’s specification and as per the direction of Engineer-in-charge. Hardware and Fixing:- All hardware, fittings and accessories as per manufacturer's specifications shall be in stainless steel grade SS 304. The pilasters are anchored to the flooring using SS 'L" angles and covered with SS plates all of grade 304. To ensure that there is no lintel at the top. Accessories :- Standard accessories include SS Hinges, SS door knob, SS thumb turn indicator, SS coat hook, SS shoe box and SS channels etc. all in SS 304 grade as per manufacturer’s specifications.Floor mounted Cubicles shall be of size as under:Door size - 600mm x 1800 mm. There will be no section above top of door.-(a) Toilet cubicles, change room cubicles & shower rooms of size 1580mmx1050mmx2100mm (Height is including 100mm gap form bottom).

Providing and fixing "Variflex 88" 53dB, operable partition of make dorma kaba or approved equivalent make consisting of series of individual operable elements with a frame construction of torsionally stiff, non-deflecting aluminium and steel profiles. Clad on both faces with MDF cover boards to DIN, top-hung vibration-free suspension for acoustic isolation, acoustically isolated vertical profiles to ensure minimal structure-borne sound transmission. Integrated double-chamber sealing rails/lip seals in aluminium finish. Element thickness not to exceed 88 mm. It must be possible to replace the cover panels without having to remove the elements from the track. To specifically and economically dimension the structurally bearing components to prevent flexure, partition element weights shall not exceed 32 Kg/ m2 for a sound reduction index Rw = 53 dB. Constructions exhibiting higher weights will therefore be rejected. Sound attenuation of the operable partition elements to be tested to EN 10140-3: 2010 (Annex A: Walls) and be validated by corresponding test ertificates/reports. Testing and measurement to be conducted in a wall test facility compliant with EN ISO 12999-1: 2014. Calculation of the weighted sound reduction index and the spectrum adaptation terms to be in accordance with EN ISO 717-1: 2013. Each element to feature spring-loaded double-chamber sealing rails top and bottom operated by crank winding spindle mechanism (trapezoidal thread) for pressing against floor and ceiling track and automatically compensating for floor unevenness. Sealing rail end pieces comprised of polyurethane mouldings to be fitted to ensure optimum vertical sealing between the extended sealing rails. Sealing rails to be primarily of aluminium and designed to meet the highest demands in terms of acoustic performance and stability. The elements are interconnected by means of positive interlocking concave/convex aluminium profiles with the option of an integrated magnetic strip. Additional flexible seals are to be provided within the interfacing joint. Mechanically acting element connectors are not permitted. Final partition closure element in each case to be designed as a compensatory telescopic element. Telescopic element to be constructed from MDF panels to DIN. Material to be ide

ntical with that of the main partition. Telescopic section with useful extension stroke of up to 120 mm with adjustable contact pressure to ensure the partition is properly closed. Each element to be hung at one or two points from a ceiling-mounted aluminium track and operate on multiple roller carriers; track rollers to be located in ball bearings. Roller carriers to be secured to partition element by means of roll-joint pins with horizontal ball bearings. No ball races or sliding friction pads/discs permitted. To compensate for minor ceiling sag, each element to be readily adjustable vertically without opening up the ceiling or element. In the event of superficial damage, cover panels to be replaceable without removing or dismantling elements or other components of the construction-Track Intersections, Tjunctions, other junctions and corners in layout to be provided in the form of closed-die forgings with stabilizing/support roller assemblies. Rolling friction required at all points of contact to ensure easy transit of elements at intersections and in stacking track/parking zone. Track systems to be secured by means of adjustable steel suspension/hanger assemblies to load-bearing structural components provided by others (e.g. steel substructures, concrete beams, etc.).Suspension/hanger assemblies to be supplied by bidder. Adjustability to be ensured to allow compensation of subsequent minor ceiling sag. Rigid, non-adjustable hanger constructions not permitted. Operable partition wall system to be certified as ball-impact-resistant.General quality management / ISO certificate the manufacturer of the partition system must have introduced and must operate a registered quality management system to (DIN) (EN) ISO 9001 and be able to confirm this with a valid certificate. Sound Baffle/Barrier: (a) After installation a sound barrier is erected between the false ceiling and the RCC ceiling using two 12.5 mm thick gypsum boards on each side of the track filled with a mineral wool mattress and fitted to a G.I. sheet framework. All cracks, joints, openings are caulked with special compound and taped over to form a solid wall of the same STC as of the partition. The efficiency in sound insulation of a partition depends on its installation, which has to be done in order to achieve the same insulation coefficient above the false ceiling as that of the movable wall

Providing, Fixing ,jointing and testing in position of ISI marked UV stabilized UPVC pipes for soil, waste, and vent, Type-B as per IS: 13592 suitable for rubber ring joints, including all necessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors), reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase calung as legume, excavation and bar suspended from floor under false ceiling or embedding the pipes laid under floors / building after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382. The Pipes will be supported with threaded G I rods & U clamps with nuts, washers etc on 50x50x5 mm slotted angle. The cost will include all support arrangements. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by Engineer-in-charge.(a) 110 mm Diameter

Providing & Fixing of 30/60 mm puff panel in roof / walls ( linear / curvilinear / any shape ) made out of sandwich twin side colour coated galvalume steel sheet insulated high density rigid polyurethrane puff foam 40 kg density 2 Kg+ & havig thermal conductivity , outer and inner GI sheet (total coated thickness of sheet to 0.5mm with base metal of minimum 0.45 mm thickness with total coating thickness of 0.5mm ) 350 MPA coating mass of 150 g/sqın zinc Aluminium alloy coating panel with Longe & groove interlocking systems. The opa usod as the core will be of self extinguishing type. The overall thickness of the puff panal will be 30/80 mm. Maka PPGI Puff insulated panela thik 30/60 mm both side sheet national Essar Asian, Jindal duly nocured using SDST Screw of size-12/25 and 12/55 with epdm washers and further sealed with silicone rubber for added water protection. Rate is inclusive of all the requisite fittings ie Bolts, Hooks etc.

B58102-20 ving water proofing treatment for raft slab™"by using 1. 2mm trick fily bonded HDPE sheet membrane complying to BS8102:2009/S 16471 2017. The HDPE shall be virgin HDPE& not layer and a trafficable granular top layer.1. Tensile Strength b:>25 MPa (as per ASTM D412)2.Puncture Resistance: 1000N+5% (as per ASTM E 154).Elongation :>500%4.Peel adhesion to concrete: >1500N/m (as per ASTM 0903 Modified)5. Resistance to Hydrostatic Head :> 70mtr (as per ASTM D751-06(2011)6.UV exposure test (60 days): NO Change7.Lap joint Strength: 1500N/m (as per ASTM D1876)HDPE Membrane shall be installed over the entire PCC area with standard 75mm selvedge laps & end laps overlaid with HDPE sealed Tape as per manufacture's instruction. The rates are inclusive of supply and installation of membrane as per manufacture methodology. The rates are inclusive of surface preparation, injection grouting at honeycombed areas all complete as per manufacturer methodology, and as per the direction of Engineer-in-charge.

Supplying and installing SBS membrane a self-adhesive, cold applied, flexible 1.5 mm thick proofing membrane comprising of a self-adhesive bitumen compound laminated to an impervious non perforated cross lamented HDPE Film/Noltron film, applied on the external surface of the retaining wall post construction and after deshuttering. The membrane shall have folldwing minimum properties (1.) Elongatron of 200% 4 As per ATM D882) (2.) Puncture resistance of 200N (ASTM E 54) (3) Tensile strength 25N/mm2 (as per ASTM D882) (4.) Resistance to gyrostatic head of over 50 m (BS EN 12390 (part 8) (5.) Tear resistance of 300 N (ASTM D 1004) (6.) Should provide protection against water and vapour. (7.) Should provide excellent resistance to phlorides sulphates alkales and acids The membrane shall bé applied

as per followma procedure (a) cleaning the external RCC surface of retaining wallwith wire brush so as to remove the dust, dirt etc. (b) In case of any sharp protrusions the same shall be chopped off by hacking/chipping and all defective concrete surfaces and tie rod holes shall be repaired sealing with non - shrink polymer modified cementitious non shrink morlar. (c) Providing and applying one coat of bituminous primer with brush application and allow to dry before application of membrane (d) Sealing of tie rods holes in the extemll surface of the retaining wall P/A polymer modified mortar to seal the tie-rod holes from the outer surface. (e) Termanation of membrane at 300 mri above ground level by providing and fixing aluminum lashing 25 mm wide and 2 mm thick sealed with PU sealant for termination of membrane at Top level of retaining wall above ground level. (Sealing of tie rod holes and aluminum flasing shall be paid separately) O Over the primer coal, the layer of membrane shall be laid by releasing the film and sealing all joints with manimum 75 mm ends laps to form a monolithic system. The application shall be done by a manifaclure/s approved applicator and 10 years warranty shall be given by manufacturer as well as applicator and contactor. Make-Fosroc, STP limited, Choksey or equivalent.

Providing and installation of WPC (Wood Plastic Composite) panel for deck area flooring having a minimum size of panel of 145 mm x 20 mm (width x thickness) and weight of 1.3 gm/cum. The material composition of WPC panel should be minimum 40% HDPE and minimum 5% additive and bonding agents.The WPC deck panels should have minimum tensile strength of 28 MPa, minimum modulus of rupture of 20 MPa, minimum modulus of elasticity of 1800 MPa, minimum bending load of 2500 N. The moisture absorption should not be greater than 1%. The WPC deck panel should be termite resistive, fungal resistive, fade resistive, anti-slip and designed for easy drainage of surface water. The WPC deck panel should be fixed on sub frame consisting of SS/Al starter clips, SS/Al fastener clips, aluminium/SS joist supports etc. The exposed edges of the panels should be covered with edge profile. The WPC deck panels should have minimum warranty period of 5 years. Item include all cost for installation of WPC panel deck flooring, all complete as per direction of Engineer in Charge.

Providing and fixing Porcelain mossaic tiles on finished plain wall / floor surface of size 73 x 73x6mm or as specified size in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The Porcelain mosaic tiles to be fixed on the wall / floor surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge Epoxy grout will be paid extra as per requirement.

Extra for grouting in tiles

Providing and fixing laminated sandwich glass of 6 mm + 6 mm thickness of required shade in doors, windows, ventilators shutters partition ,pergola roofing etc with EPDM rubber/neoprene gasket etc as per direction of Engineer in Charge.

Providing and Fixing Polypropylene against UV rays, white or any required colour, rectangular shape and required width & depth Grating for swimming pool including providing and fixing of PVC angle of required size on both sides of drain, as per specification and direction of Engineer in charge.

Supplying, installation, testing and commissioning of the following size of PVC/ball valves (lever operated) suitable for 10 kg per sq cm pressure with EPDM seat, nuts, bolts, washer etc complete (as per standared) as required i/c set of Flange Adaptor and nut bolts. Ball valve PVC size 160 mm

Project management consultancy for preparing and submitting Six sets of structural design and drawing from DDA empaneled Structural Consultant duly proof checked from IITs, CBRI and any approved Govt. organization / institution along with design philosophy & design calculations, for execution of Sport Complex / Golf Course Building including getting the same approved from competent authority including getting all the internal services such as water supply, sewerage, drainage, fire fighting, schemes approved by the respective departments. (If any modification in design/drawing is needed, as per site conditions, the agency shall do / re-do without any extra cost. The decision of the Engineer-in-charge in this regard shall be final and binding. No claim whatsoever will be entertained on this account.) The scope of this item covers the design of Swimming Pool , Tensile Membrane, Pergolas , change rooms , party space and all other items included n the estimate with complete MEP drawings, architectural drawings (6 Sets of both types of drawings to be submitted also) as well as structural drawing of all scope of work and vetting from architect wing or Engineer-in-Charge. The item also includes the submission of complete soil testing and detailed report , the structural consultant also checks and submits the feasibility report of extra change rooms and pergolas to be constructed above on existing club house building, all complete as per direction of Engineer-in-Charge.

Less GST correction factor @ 2.7% on DSR items i.e. 1 to 127

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. a) Group C

Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed Steel conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C

Wiring for light/ power plug with 2X4 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed steel conduit along with 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.

Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire

4 X 10 sq. mm + 2 X 6 sq. mm earth wire

4 X 16 sq. mm + 2 X 6 sq. mm earth wire

Supplying and drawing following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 6 x 1.5 sq. mm

9 x 1.5 sq. mm

Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with two numbers GI Suspenders i/c base of suitable size GI angle, GI bolts & nuts, fastner etc as required. 150 mm width X 50 mm depth X 1.6 mm thickness

225 mm width X 50 mm depth X 1.6 mm thickness

Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required.

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required.

Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din

bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 8 way (4 + 24), Double door

Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) b) 6 way (4 + 18), Double door

a) 4 way (4 + 12), Double door

Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, Ics=100% Icu and Operational Voltage 690V etc. as required. 100 A, 16 KA,TPMCCB

Supplying and fixing following rating, four pole, (three phase and neutral), 415 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 A

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. a) Single pole

b) Double Pole

c) Single Pole and Neutral